HomeMy WebLinkAbout025444 - Construction-Related - Contract - S.J. Louis Construction Company, Inc.LJ
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CITY S�R�ARY �� �
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CONTR CT NO Y ��5���
CON�RAC�OR`S d�D��� �• , BID SET NO.
Co���Ruc�noN�s co�
CIFICATIONS AND CONTRACT DOCUMENTS
�� a: �1T DEPARTNI
HIGHLAND HILLS STORM DRAIN IMPROVEMENTS
UNIT I— WATER AND SANITARY SEWER REPLACEMENTS
UNIT II — PAVING RECONSTRUCTION AND DRAINAGE IMPROVEMENTS
�- MILMO DRIVE (IH-20 TO FLANDERS LANE)
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� FLANDERS LANE (MILMO DRIVE TO OAK GROVE ROAD)
OAK GROVE ROAD (FLANDERS LANE TO GLASGOE ROAD )
r GLASGOW ROAD (W. OAK GROVE TO OAK GROVE ROAD)
DECORY ROAD (W. OAK GROVE TO GLASGOW ROAD)
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THE CITY OF FORT WORTH, TEXAS
A. DOUGLAS RADEMAKER, P.E.
DIRECTOR, DEPARTMENT OF ENGINEERING
"' PREPARED FOR
`..; DEPARTMENT OF ENGINEERING
CITY OF FORT WORTH
HUITT-ZOLLARS, INC.
� 500 W. 7T" STREET, SUITE 300
� FORT WORTH, TEXAS 76102
May 1999
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DOE PROJECT N0.:0765
TPW Project No.:C1 1 1-0201 1 1-028887
Water Project No.:PW53-060530175080
Sewer Project No.:PS58-070580174270
FOR
KENNETH BARR
MAYOR
BOB TERRELL
CITY MANAGER
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Received: 8/70/99
� 5EN`� SY �FT. WORTH
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; 8-10-99 ;10�11AM ; HUi�'T-ZOLLAR5� 817 640 0030,# 2/ 2
CiTY OF FQ�t'1' WU1iT1�
DEPARTMENT pF ENGINEF�IN(;
APDENDUM NU. i
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TO TH� PLANS, Sl'ECY�'ICAT�ONS ANU C:UNTR � C'I' llOCUMENTS FOR
IIrGT.-�LAND HILLS STORM n1tA1N INf�R.OY�M�NTS
'Water Project Nu.: PW53-06053U 75080
Se�wer Projeet No.: PSS8-07t1580�742'10
Transportstion & Public'Works Pro,ject No. C�L11-1120111-028887
DUE Nroject Number 07�i5,F
BID R�;C�iPT �ATE: AU(YUST 19, ly9� (REVYSED) .
ISSUED: AU(YUST 10,1999
Proypcclive bidders are hereby notiti,ed of the tolluwing:
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N01'1C:C T(� 131DDF.RS first scntence: Change "Augu3t 12, 1999" to "August
1'), 1999".
�aiture to return � signed copy of the addendum with th�, pro�Usal sl�all be grounds �'ur
rendering the bid not�-responsivc. A sigued copy of thig�.ddendum shall be placcd into
the proposal at the time oti laid submittal. u
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R.F.CEIF!' A,CKNUWLF.nGED: A. D�uglas Ra�!makcr, i',E., Dircc[ur
�'.✓ LDU/�S' �'oN�°'T �i✓C'• r ��.
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r�y: By: ��,�_ .� �
Rick 1 rice, P.E�� Ma»a��r Cnnsultant Services
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COMPRTiHENS1VF�NOT'lCr TO l3T�nrRS ficst sen�cnce: Chang� "August 12,
1999" to "�lugust 19, 1999".
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CITY OF FORT WORTH
DEPARTMENT OF ENGINE�RING
ADDENDUM NO. 2 �
a TO THE PLANS, SPECIFICATIONS AND CONT CT DOCUMENTS FOR
HIGHLAND HILLS STORM DRAIN I PROVEMENTS
� Water Project No.: PW53-0605 175080
Sewer Project No.: PS58-07058 74270
Transportation & Public Works Project No. ~111-020111-028887
DOE Project Number 07��
� BID RECEIPT DATE: AUGUST 26 19��9 VISED
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ISSUED: AUGUST 17,1999
Praspective bidders are hereby notifed of the following:
The Plans, Specifcations and Contract Documents shall be modified by the following
items: {
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1. NOTICE TO BIDDERS first sentence: Chan e"August 19, 1999" to "August
26, 1999".
2. COMPREHENSIVE NOTICE TO BIDDER� first sentence: Change "August 19,
1999" to "Au ust 26 1999". �
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Failure to return a signed copy of the addendum with �he proposal shall be grounds for
rendering the bid non-responsive. A signed copy of tl��s addendum shall be placed into
the proposal at the time of bid submittal. �
RECEIPT ACKNOWLEDGED:
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By: !� L �'[ /r�,� �- �
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�P,�E OF TF�y��'
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Jt�MES PA.UL Efi�'t.:9
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U,.'•,,/S�r. y��'
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A. Douglas Rad aker, P.E., Director
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R' Trice, P:E., Manager Consultant �ervices
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CITY OF FORT WORTI��
DEPARTMENT OF ENGINEE-2.ING
ADDENDUM NO. 3
TO THE PLANS, SPECIFICATIONS AND CONT CT DOCUMENTS FOR
HIGHLAND HILLS STORM DRAIN IN�ROVEMENTS
Water Project No.: PW53-06053 175080
Sewer Project No.: PS58-07058 { 74270
Transportation & Pablic Works Project No. 111-020111-028887
DOE Project Number 076i
BID RECEIPT DATE: AUGUST 26, 1999 (REVISED BY ADDENDUM NO. 2)
ISSUED: AUGUST 19, 19 �9
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Prospective bidders are hereby notified of the following:
The Plans, Specifications and Contract Documents shall be � dified 6y the foliowing items:
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SPECIFICATIONS �.
� 1. SECTION D- PROPOSAL: Replace the PROPOSAL, pages RP-1 through RP-20 in its entirety
with the revised PROPOSAL, attached.
0 2. SECTION B, UNIT I, WATER & SEWER PART D— S�ECIAL CONDITIONS: Delete Articles
D-72 and D-73. �
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3. SECTION B, UNIT I, WATER & SEWER PART DA — ADDITIONAL SPECIAL
CONDITIONS, Article DA-34: Delete all sentences afte:� the first three sentences.
4. SECTION C, UNIT II, PAVING & DRAINAGE SPE(�IAL PROVISIONS, CONSTRUCTION
ITEMS: ,
Page SP-17, NON-PAY ITEM NO. 3— SILICON� JOINT SEALING, last sentence of
paragraph: Change "Pay Item No. 17 —" to "Pay Item N.. 16 —".
Page SP-19: Change "PAY ITEMS NO. 10, 28 AND 3�" to "PAY ITEM NO. 10". �
Page SP-19: Change "PAY ITEMS NO." to "PAY ITEM NO. 11 ".
Page SP-20: Add the fotlowing:
PAY ITEM NO. 15 — 8" PULVERIZATION ,�
This item shall include the following: The contractor �hall pulverize the existing pavement/base
to a depth of 8 inches below the surface of the e��:isting pavement. After pulverization is
completed, the contractor shall temporarily remove he pulverized material and undercut an
additional 3 inches of base material. The removal of t: base material shall start a minimuni of 8
Page 1 of 3 � Addendum No. 3
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inches below the existing pavement surface. After the unydercut is complete, the contractor shall
� replace the pulverized material and mix it with 5 percent Portland Cement, spread the material as
a base and compact all in accordance with Item 214, �ortland Cement Treatment (Material
Manipulation), of the latest edition of the City of F�`rt Worth Standard Specifications for
a Construction of Streets and Storm Drains.
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PAY ITEM NO. 16 — 3" HMAC SURFACE COURSE (� PE D)
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After pulverization and when proper compaction is achieved, the contractor shall overlay with 3
inches of HMAC Type "D" surface course on top of the new base. All applicable provisions of
Item 312 (Hot Mix Asphalt Concrete) and Item 313 (Cenf��al Plant Recycling asphalt Concrete) of
� the latest edition of the City of Fort Worth Standard Spec ications for Construction of Streets and
Storm Drains apply. These specifcations shall apply to� 11 aspects of construction methods for
this project. ,
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Page SP-20: Change "PAY ITEM NO. 22", to "DRA�AGE IMPROVEMENTS, PAY ITEM
NO. 29 — TYPE "A" ACCESS MANHOLE". _
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Page SP-20: Change "PAY ITEM NO. 23", to "DRA�:IAGE IMPROVEMENTS, PAY ITEM
NO. 31 — JLJNCTION'BOX". �
� Page SP-Z1: Delete "PAY ITEM NO. 25 and following tvo paragraphs and PAY ITEM NO. 26"
and following three paragraphs. �
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Page SP-21: Change "PAY ITEMS NO. 27, 34 AND 4�" to "DRAINAGE IMPROVEMENTS,
PAY ITEM NO. 35 — TRENCH SAFETY SYSTEM". �
Page SP-22: Change "PAY ITEMS NO. 33, AND 4�S' to "DRAINAGE IMPROVEMENTS,
PAY ITEM NO. 28 — 9'-3" STORM DRAIN MANHOLE".
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Page SP-22: Change "PAY ITEM NO. 35" to "DRAINAGE IMPROVEMENTS, PAY ITEM
NO. 35 — REINFORCED CONCRETE COLLAR".
DRAWINGS i
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Sheets 2, 7 and 27 of 46, GENERAL NOTES, NOT� 26: Replace the note in its entirety with
the following:
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Asphalt pavement reconstruction shall be performed by the method of pulverize and overlay as
specified.
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Sheet 4 of 46, PROJECT SEQUENCE MAP AND OTES, CONSTRUCTION SEQUENCE
NOTES: NOTE 1, last sentence: Change "If the En ineer determines" to "If the Contractor
determines". a
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NOTE 4, add the following sentence to the end of note �"Contractor, at his option, may install 2"
temporary asphalt pavement repair, per Figure B, Case 3, D-50 in lieu of permanent pavement
and at the end of all utility construction install perman�nt asphalt pavement as specified".
Sheet 30 of 46, TYPICAL STREET SECTIONS, SEC FION 5: Delete SECTION 5 and its notes.
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Page 2 of 3 Addendum No. 3
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6. Sheet 40 of 46, JIJNCTION BOX at STA. 26+00: Add e following note to the plan view at
STA. 26+02.14: "Contractor, at his option and no additio al cost to the City, may'cast 'tn place
the junction box in lieu of precast construction. Contrac or shall submit complete detail shop
drawings for this option, designed by and bearing the seal� f a Registered Professional Engineer,
State of Texas".
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7. Clarification: A geotechnical report containing soil b�ring (ogs has been included in the
� specifications for informational purposes only.
� 8. Clarification: Reference is made to Bid Item No. 8, Page �tP-14 pertaining to Trench Excavation
and Backfill for the Storm Drain and the City Standarc��Specification Item Number 402. The
Contractor will not receive additional compensation for �xcavation and/or removal of rock-type
� materials and borrow materials as required. The contra�tor shall include consideration of the
anticipated material to be encountered on this project in th� Proposal.
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Please acknowledge receipt of this addendum by placing a s� ned copy of same into your proposal at
the time of bidding. Failure to return a signed copy of tl�� addendum with the proposal shall be
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grounds for rendering the bid non-responsive.
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RECEIPT ACKNOWLEDGED:! / A.
�S'. .T• L.r�U/S �oN.s'T /N'C ,
BY� !/ G��G�e� �
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, P.E., Director
P.E�, Manager Consultant
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„o�.o � vu. o/c�+/ay G:� /YM�
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8'17 335 1025 -�
; 8-24-99 ; 2�50PM ;
S J .�OUIS CO�,IST; _ ?age 2
HUi�'T-ZOLLARS�
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CITY O�' �O�ZT �'VO�'Y'�, � EXAS
DEPARTIVC��T OT ENG�. ERING
ADDENDUM N0. 4 :
817 640 0030;# 2/ 4
Tp THE 5PECIFICATIONS AND CONTRA � DOCUM�N�'S FOR
��GHLAND �LS SORM ARAIN RQVEIVYENTS
`Water Project No. PW53-060530 75080
Sewer Project No. PS58- 070580� 74270
Transportation & Public Works Project Na. G��11-02011X-028887
DOE Project No. 0765 .
Addendum issued: A,ugust 24, 999
The ContrAct Docaments for the �ubject project are hcreby rcvise or �unedde� As follnws:
1. $PECIFiCAT10N
SECTION A�- PROPOSA�. : Replace the PROPO5AL, Pag s itP-16 and RP-17 with �ttached
PROPOSAY. Pa�es, RP-�6 and itP-17 (REVISED, which int�udes a new Piy Item No 37 for ”
BORROW" �tequircd ior Storm brain Backtill. �"
2. SPECIAL PROVYSYONS (T/i'V1� .
Add under Special Proviyipns Ytem No. 44 for CONSTRUC N ITEN,�;
PAY ITEM NO. 37 — BORROW ,
Specification� for Borrow will 6e governed by Item 11� of " Standard Specific�ttions for
Construciioa" except as modiFied herein: '
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Borrow, as �pproved by the En�iQeer, will mect the speci�ations for Type "C" backfill as
specified in b» 49 of the Watcr Department , Part D-- Speci� Cooditlon.
It is thc intent of thi� pay item �o compen�ate the contracto`� fo� imported bacl�ll wben it u
dctermined by the Engiucer that materi�l e:cavated lrom he tnench ia unsuitahlc for treach
bxckiill from tweivc iacbes above thc top of the pipe to the evatioa ot the pavcmeot sabgradc.
1'bis quantity has bcen estimated � the approYimate vplun� of cacavated roCk �bove oae foot
above the top of pipe.
3. SPECIAL PROVYSION iTEM NO. 2� : OUALITY CONTR�L TESTIN(�s
CLARIFICATION: CONTRACTOIt VffIY.,L �� 1Z�Si'UNSISLE FOR AY,L QUA�..XT'Y
CONTROL TESTING FO�t T�5 PROJECT AND THE �OST OF AC.L TESTII�G ST�AI.L
BE $UDS1bYARY �O EVER'Y itELAT�A PAX �"i'�M. '
Thi� Addendum forms s� part otthe Contrxct Aocumeata referc " ed ebove and modities the original
Coutrxct pocuments s�nd plxns. Acknowledge receipt of thia� ddendum on the apxce provided
belorv, and on Pgge Itp� 20 of vaur �Id 1'rono�al for and no e the outer envelope of your bid.
Fallure to Acknowiedge recelpt oF thi� Addendum could subject bidder to diaqualiticat3oa.
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RECEIPT A,CiC1�0'VVLEDGED:
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By: � CL�'rQ.z•-_
Titf e: ///�'E - � E.i /O�&iV T
Addresn / Tclep�one:�' ' �7'3 %
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Itademakcr, P.E., Director
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Trice,P.E., Manager, Cons. Sery
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�� BID SET N0.
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SPECIFICATIONS AND CONTRACT D� CUMENTS
HIGHLAND HILLS STORM DRAIN IMP OVEMENTS
UNIT I— WATER AND SANITARY SEWER �EPLACEMENTS
UNIT II — PAVING RECONSTRUCTION AND DRA AGE IMPROVEMENTS
MILMO DRIVE (1H-20 TO FLANDERS ANE)
� FLANDERS LANE {MILMO DRIVE TO OAK OVE ROAD)
OAK GROVE ROAD (FLANDERS LANE TO GL SGOE ROAD )
� GLASGOW ROAD (W. OAK GROVE TO OAK GROVE ROAD)
� . DECORY ROAD (W. OAK GROVE TO GLA��GOW ROAD}
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� DOE PROJECT N0.:07
TPW Project No.:C1 1 1-0201 11- 28887
Water Project No.:PW53-06053�175080
j] Sewer Project No.:PS58-07058Q�174270
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FOR �
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KENNETH BARR
� MAYOR
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THE CITY OF FORT WORTH, �'EXAS
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' A. DOUGLAS RADEMAKER� P.E.
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DIRECTOR, DEPARTMENT OF EN INEERING
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PREPARED FOR
DEPARTMENT OF ENGINEE ING
CITY OF FORT WORTH
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HUITT-ZOLLARS, INC��
� 500 W. 7T" STREET, SUIT 300
FORT WORTH, TEXAS 7 102
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May 1999 ��
BOB TERRELL
CITY MANAGER
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ROBERT P. PALESCHIC
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SPECIFICATIONS AND CONTRACT.DOCUMENTS
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HIGHLAND HILLS STORM DRAIN I�PROVEMENTS
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UNIT I— WATER AND SANITARY SEW kR REPLACEMENTS
UNIT I1 — PAVING RECONSTRUCTION AND D�AINAGE IMPROVEMENTS
KENNETH BARR
� MAYOR
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MILMO DRIVE (IH-20 TO FLANDE�RS LANE)
FLANDERS LANE (MILMO DRIVE TO O GROVE ROAD)
OAK GROVE ROAD (FLANDERS LANE TO� LASGOE ROAD )
GLASGOW ROAD (W. OAK GROVE 70 0 K GROVE ROAD)
DECORY ROAD (W. OAK GROVE TO G"ASGOW ROAD)
DOE PROJECT N0.:0' 65
TPW Project No.:C111-0201 r1-028887
Water Project No.:PW53-060 '30175080
Sewer Project No.:PS58-070 ,�0174270
FOR
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THE CITY OF FORT WORTH, TEXAS
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A. DOUGLAS RADEMAKER,,
P.E.
DIRECTOR, DEPARTMENT OF EN�INEERING
PREPARED FOR '
DEPARTMENT OF ENGINEEf�ING
CITY OF FORT WORTH��
HUITT-ZOLLARS, INC.
�, . 500 W. 7T" STREET, SUITE �300
FORT WORTH, TEXAS 76102
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BOB TERRELL
CITY MANAGER
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TABLE OF CONTE TS
UNIT I— WATER DEPART NT
UNIT II — TRA.NSPORTATION & PUBLIC � RKS DEPARTMENT
SECTION A:
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� iTNITS I& II: PAVING, DRAINAGE, WAT�R & SEWER
Notice to Bidders
Comprehensive Notice to Bidders k
Prevailing Wage Rates
� , Fort Worth M/WBE Policy ( ink)
Vendor's Compliance to State Law
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SECTION B:
UNIT I: WATER & SEWER:
� SECTION C:
Special Instructions to Bidders �
General Conditions (�anary Yellow)
Supplementary Conditions to General Cond'itions
Special Conditions
Special Requirements (Highway R.O.W.) ;
TxDOT Item 164 b'Seeding for Erosion Co'Ftrol
Backfill of Trenches (Highway R.O.W.) `,
Special Details (TxDOT)
General Construction Notes
Material Specifications
Details °`
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UNIT II: PAVING & DRAINAGE
� , Special Instruction to Bidders
Special Provisions
Details
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SECTION D:
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iINITS I& II: PAVING, DRAINAGE, WAT ,R & SEWER
Bid Proposal
Certificate of Insurance P
Performance Bond �
Payment Bond ';
Maintenance Bond
Contracts
Workman's Compensation .
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SECTION E: � `�
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iTNITS I& II: PAVING, DRAINAGE,WAT R& SEWER
Geotechnical Investigation �`
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SECTION A �
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(Water Department & Transportationi?ublic Works)
Notice to Bidders
Comprehensive Notice To Bidders
Prevailing Wage Rate �"�,
Fort Worth MBE Polic'v
Vendor's Compliance to Sta � Law
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Sealed proposals for the following:
NOTICE TO BIDDERS
FOR: HTGHLAND HILLS STORM DRAIN IMPROVE ENTS
Milmo Drive (IH-20 to Flanders Lan )
Flanders Lane iMilmo Drive to Oak Grov� Road)
Oak Grove Road (�landers Lane To Glasgow Road )
Glasgow Road (W. Oak Grove to Oak Grciie Road)
DeCory Road (W. Oak Grove to Glasgo � Road)
UNIT I: WATER AND SANITARY SEWER REPLACEN �NTS
UNIT II: PAVING RECONSTRUCTION AND DRA.INACE IMPROVEMENTS
DOE PROJECT N0.:0765
� TPW Project No.:C111-020111-028 87
Water Project No.:PW53-06053017 80
Sewer Project No.:PS58-070580174 70
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Addressed to Mr. Bob Terrell, City Manager of the City of Fort Worth, Texas will be received at
the Purchasing Office unti11:30 P.M., Tlaursday, August �'2, 1 9, and then publicly opened and
read aloud at 2:00 P.M. in the Council Chambers. Plans, Speci��ations, and Contract Documents
for this project may be obtained at the office of the Department f Engineering, Municipal Office
Building, 1000 Throckmorton Street, Fort Worth, Texas. One se f documents will be provided to
prospective bidders for a deposit of fifry dollars ($50.00); such deposit will be refunded if the
document is returned in good condition within 10 days after bid �are opened. Additional sets may
be purchased on a non-refundable basis for fifly dollars ($50.00) �er set.
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A pre-bid conference will be held on Tuesday, August 3,1999, f 10: 00 A.M. in Room 270 on the
second floor of the City Hall, 1000 Throckmorton Street.
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For additional information concerning this project, please cont �t Mr. Gopa1 Sahu, P.E., Project
Manager, at (817) 871-7949 or Mr. Robert Paleschic, P.E. at Hui -Zollars, Inc. at (8I7) 335-3000.
BOB TERRELL ALICE CHURCH
CITY MANAGER � CITY SECRETARY
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ADVERTISING DATES:
� July 15,1999
July 22,1999
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DE ARTMENT OF ENGTNEERING
A. DOUGLAS EMf�KER, P.E., DIRECTOR
3� By � ��� � �.��.�
Rick Trice, P.E.
Manager, Consulting Services
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COMPREHENSIVE NOTICE TO BID p ERS
Sealed proposals for the following: ,�
FOR: HIGHLAND HILLS STORM DR.A.IN IMPROVEMENT��
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Milmo Drive (IH-20 to Flanders Lane)
Flanders Lane (Milmo Drive to Oak Grov Road)
Oak Grove Road (Flanders Lane TO Glasg w Road)
Glasgow Road (W. Oak Grove to Oak Groye Road)
. DeCory Road (W. Oak Grove to Glasgo� Road)
UNIT I: WATER AND SANITA.RY SEWER REPLACEII�ENTS
UNPT II: PAVING RECONSTRUCTION AND DRAIlVA�E IMPROVEMENTS
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DOE PROJECT N0.:0765
TPW ProjectNo.:Clll-020111-028 87
Water Project No.:PW53-06053017 80 �
Sewer Project No.:PS58-070580174 70
Addressed to Mr. Bob Terrell, City Manager of the City of Fort orth, Texas will be received at the
Purchasing O�ce until 130 P.M., Thursday, August 12, 1999, and tli n publicly opened and read aloud at
2:00 P.M. in the Council Chambers. ��
Contract Documents, including Plans and Specifications, may be obta��ed in the office of the Transportation
and Public Works Department of the City of Fort Worth, 1000 Throc orton, Fort Worth, Texas 76102. A
deposit of fifty dollar ($50.00) is required for the first set of do �ments, and additional sets may be
purchased on a non-refundable basis for fifry dollars ($50.00) per set.
A pre-bid conference will be held with prospective bidders in Confere ce Room No. 270 on the second floor
of the City Hall, 1000 Throckmorton Street on Tuesday August 3 1999, 10:00 A.M. All Bidders are
encouraged to attend.
All bidders will be required to comply with provision 5159a of "VeYc�on's Annotated Civil Statutes of the
State of Texas" with respect to the payment of prevailing wage rates and City Ordinance 7278, as amended
by City Ordinance 7400 (Fort Worth City Code Sections 13�f4-21 through 13-A-29) prohibiting
discrimination in the employment practices. p
Bid security is required in accordance with Paragraph 2 of the Specia��Instructions to Bidders.
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The major work on the above project shall consist of the following:
iTNIT I: SECTION A: WATER LINE REPLACEMENTS: �I
3,890 L.F. 8" WATER LINE
S60 L.F.1" COPPER SERVICE LINE
FIRE HYDRANTS, VALVES, METERS AND ALL OT R APPURTENANCES
UNIT I: SECTION B: SANITARY SEWER IMPROVEMENTS: �j
4,150 L.F. 15" SAI�TITARY SEWER LINE �
1,922�L.F. 8" SAI�IITARY SEWER LINE ' �
1,880 L.F. 4" SEWER SERVICE LINE ��
14 MANHOLES AND ALL APPURTENACES {
UNIT II: PAVING RECONSTR.UCTION AND DRAINAGE I1VI�OVEMENTS:
1,540 S.Y. 8" TxDOT REINFORCED CONCRETE PAVEMENT
11,640 S.Y. H.M.A.C. PULVERIZED AND OVERLAY �
2,500 S.Y. 6" CONCRETE PATCH AND REPAIR PAVE�NT
2,200 L.F. CONCRETE WIDE SIDEWALK ,
810 L.F. CURB
4,496 L.F. of 72" RCP �
� 159 L.F. of 60" RCP
25 L.F. of 30" RCP,103 L.F. of 24" RCP and 350 L.F. 21'�jRCP
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Included in the above will be all other items of construction as outlinec� in the Plans and Specifications.
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Pre-qualification Requirements for Water Deparlment Work �
The water and/or sanitary sewer improvements must be p� rformed by contractor who is pre-
qualified by the Water Department at the time of bid openin r A general contractor who is not pre-
qualified by the Water Department, must employ the ser��ces of a sub-contractor who is pre-
qualified. The procedure for pre-qualification is outlined i� Item 1 of the "Special Instructions to
Bidders (Water Deparhnent). ��
Bidders, shall, if applicabie, identify on the last page of the roposal s�tion, the pre-qualified sub-
contractor who shall install the water and/or sanitary sewer f� ilities.
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Failure to list a sub-contractor who is pre-qualified by th�• Water Deparhnent shall result in the
refection of the bid as non-responsive. ,�
The City reserves the right to reject any and/or all bids and waive a and/or all irregularities. No bid may
be withdrawn until the expiration of forly-nine (49) days from the d� e the M/WBE UTILIZATION FORM,
PRIME CONTRACTOR FORM and/or the GOOD FAITH E�FORT FORM ("Documentation) as
appropriate is received by the City. The award of the contract, if m�:de, will be within forty-nine (49) days
after this documentation is received, but in no case will the award;�be made until the responsibility of the
bidder to whom it is proposed to award the contract has been verifiec_ .
SUBMISSION OF BIDS: The Proposal Section (Unit I and Uni� II) of the Specifications and Contract
Documents will be combined as one contract and awarded to the r�sponsive low bidder for Units I and II
combined.
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Bidders are responsible for obtaining all addenda to the contract doc�ments and acknowledging receipt of
the addenda by initialing the appropriate spaces on the PROPOSAL��form. Bids that do not acknowledge
receipt of all addenda may be rejected as being notrresponsive. Info ation regarding the status of addenda
may be obtained by contacting the Department of Engineering at (817 871-7910.
In accordance with City of Fort Worth Ordinance No. 11923, as ame ed by Ordinance 13471, the City of
Fort Worth has goals for the participation of minority business ente . ises and women business enterprises
in City contracts. A copy of the Ordinance can be obtained from the �ffice of the City Secretary. In order
for a bid to be considered responsive, the AFFIDAVIT STATEME� T included within these documents
must be completed and submitted with the bid. Failure to ubmit the completed AFFIDAVIT
STATEMENT shall render the bid non-responsive. In addition, th,y bidder shall submit the MBE/WBE
UTILIZATION FORM, PRIME CONTRACTOR WAIVER FORM and/or the GOOD FAITH EFFORT
FORM ("Documentation") as appropriate. The documentation mus be received no later than 5:00 P.M.,
five (5) City business days after the bid opening date. The bidder shal obtain a receipt from the appropriate
employee of the managing department to who delivery was made. S ch receipt shall be evidence that the
Documentation was received by the City. Failure to comply shall render the bid non-responsive.
The Managing Department for this project is Department of Engineeri ��.
For additional information concerning this project, please contact Mr. Gopal Sahu, P.E., Project Manager, at
(817) 871-7949 or Robert PaIeschic, P.E. at Huitt-Zollars, Inc. at (817)��35-3000. �
�F
BOB TERRELL ALICE C�NRCH
CITY MANAGER C�� SECRETARY
. �
Deparhnent of Engineering
A..Dou las Rademaker, P.E., Director
B N} l ,�/�-�/
^ � Rick Trice, P.E.` /
. Manager, Consultant Services
��ADVERTISING DATES ��
,
July 15,1999
July 23,1999 a�
s�
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CLASSiFICATION
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Air Tool Operator
Asphalt Etaker
Asphalt Shoveler
Batching Plant Weigher
Carpenter
Concrete Finisher (Paving)
Concrete Finisher (Structures)
Concrete Rubber
Electrician
Flagger
Eorm Builder (Structures)
Form Liner
Form Setter (Pav & Curb)
Form Setter (Structures)
Laborer, Common
Laborcr, Utility
Mechanic
Oiler
Servicer
Painter (Structures)
Pipelayer
Blaster
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PREYAILING �VAGE RATES'
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CITY OF FORT R`ORTIi �
fiIGEi1VAY CONSTRUCTION
PREVAILING WAGE RATES FOR 19�
POWER EOUIPMENT OPERATORS
Asphalt Distributor Operator
Asphalt Paving Machine
Broom or Sweeper Operator
Bulldozer
Concrete Curing Machine
Concrete Finishing Machine
Concrete Paving Joint Machine
Concrete Paving ]oint Sealer
Concrete Paving Saw
Concrete Paving Spreader
Slipform Machinc Operator
RATE
$9.00
$9.55
$$.80
$11.51
$10.30
$10.50
$9.83
$8.84
i 15.37
$7.55
$9.83
$9.00
$9.24
a9.09
$7.32
$8.94
$ I 2.68
510.17
$9.41
$11.00
$8.98
$11.50
$10.29
$10.30
$8.72
$10.74
$9.25
$11.13
$10.42
$9.00
$10.39
$10.50
$9.92
9804400 Specs 0499 DO.doc 3�l�
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CLASSIF[CA�SCION
e
Crane, Ciamsl���ll, Backhoe, Derrick,
Dragline, Sh�, el
Foundation Drill Operator
(Crawler Mo�nted)
Foundation Dr�ll Operator
(Truck Moun��ed)
Front Gnd Loa�er
Milling Macht e Operator
Mixer ,
Motor Grader Operator (Fine Grade)
Motor Grader Operator
Pavement Ma» ing Machine
Roller, Steel -�ieel
(Plant-Mix t", ements)
2olier, Steel `I�eel
(O[her Flatw��eel or Tamping)
Roller, Pneuma[ic Self-Propelled Scraper
Scraper ,
Tractor - Cra� ler Type
Tractor - Pne �atic
Traveling Mi ��r
Wagon-Drill,�oring Machinc
Reinforcing � eel Sefter (Paving)
Reinforcing S eel Setter (Structures)
Steel Worker - Structural
Spreader po Operator
Work Zone tticade
Truck Driver Single Axle (Light)
Truck Driver Single Axle (Heavy)
Truck Drive � Tandem Axle (Semi-Trailer)
Truck Driver - Lowboy/Float
Truck Driver - Transit Mix
Truck Driver- Winch
Vibrator Ope ator - Hand Type
Welder
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RATE
$11.04
$10.00
$11.83
$9.96
$8.62
$10.30
S l l .97
$10.96
$7.32
$9.0G
58.59
$8.45
$9.63
$lO.SS
$9.15
$8.83
$12.00
$13.21
$1331
$14.80
$10.00
$7.32
$8.965
$9.02
$8.77
$10.44
$9.47
$9.00
$7.32
$11.57
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VENDOR COMPLIANCE TO ST�TE LAW
The 1985 Session of the Texas Legislature passe House Bili 620 relative to the
award of contracts to non-resident bidders. This la provides that, in order to be
awarded a contract as low bidder, non-resident biz�ders (out-of-state contractors
whose corporate offices or principal place of busi ess are outside of the State of
Texas) bid projects for construction, improvements, supplies or services in Texas at
an amount lower than the lowest Texas resident bi der by the same amount that a
Texas resident bidder would be required to underbid non-resident bidder in order to
obtain a comparable contract in the state in which t p e non-resident's principal place
of business is located. The appropriate blanks in Sexction A must be filled out by all
out-of-state or non-resident bidders in order for you 'bid to meet specifications. The
failure of out-of-state or non-resident contractors to � so will automatically disqualify
that bidder. Resident bidders must check the box i� Section B.
6
A. Non-resident vendors in (give state), our principal
place of business, are required to be �' percent lower than
resident bidders by state law. A copy �f the statute is attached.
� Non-resident vendors in _�[y�lE�D'TA�_ (give state}, our principal
place of business, are not required to �.nderbid resident bidders.
b. Our principal place of business of cor orate offices are in the State of
Texas. ❑
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�5..� La�Ji� �i✓S7' �i✓C •
Company
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City State
T�r�s �6d�
Zip
gy; ��'.� 1/
( , ease print)
�it�fl / TM.C1 N
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Signa �ure:
Title: �� OCf- /d.F /
� ��l��� �
( lease print)
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� THIS FORM MUST BE RETURNED WIT YOUR QUOTATION
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C�y` of Fort Worth � �t -- r
Minority and Women Business Ente�r,��r���E���l�'c��iF�tions
SPECIAL INSTRUCTIONS'���E�I�D�'��2 36
APPLICATION OF POLICY
(f the total dollar value of the contract is $25,000 or more, the M1WBE goal is applicable. If the total dollar�
value of the contract is less than $25,000, the M/WBE goal is not applicable.
• POLICY STATEMENT
It is the policy of fhe City of Fort Worth to ensure the full and equitable participation by Minority/Women Business
Enterprises (M/WBE) in the procurement of all goods and services to the City on a contractual basis. The objective
of the Policy is to increase the use of M/WBE firms to a level comparable to the availability of M/WBEs that provide
goods and services directly or indirectly to the City.
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MNVBE PROJECT GOALS
The City's MBE/V1IBE goal on this project is 17% of the base bid value of the contract.
COMPLIANCE TO BID SPECIFICATIONS
On City contracts of $25,000 or more, bidders are required to comply with the intent of the City's M/WBE Ordinance
by either of the following:
1. Meet or exceed the above stated M/WBE goal, or;
2. Good Faith Effort documentation, or;
3. Waiver documentation.
SUBMITTAL OF REQUIRED DOCUMENTATION
The applicable documents must be received by the Managing Department, within the following times allocated, in
order for the entire bid to be considered responsive to the specifications.
1. M/WBE Utilization Form:
2. Prime Contractor Waiver Form:
3. Good Faith Effort Form:
received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
received by 5:00 p.m., five (5) City business days after the
bid opening date, exclusive of the bid opening date.
�FAILURE TO COMPLY WITH THE CITY'S MIWBE ORDINANCE, WILL RESULT IN THE $ID BEING
CONSIDERED NON-RESPONSIVE TO SPECIFICA710MS.
Any questions, please contact the M/VIIBE Office at (817) 871-6104.
Rev. 6/2/98
City of Fort Worth
Minority and Women 6usiness Enterpriset�p�C�ications
��i�E�.���v��cr-vr
MBE/WBE UTILIZATI�1�
ATTACHMENT 1A
Page 1 of 2
' s. S. ��.T� C�,�ST.�u�-�,✓ �-,��. `'� 9 E� 2 P(��36
4RIME COMPANY NAME BID DA _ ' S3-0(o053�/75080
N=c�NcA�A �rccs ST�t2M �i�azN r�n�Roy�iviE,�rrS �SSg-o�osSo��s/��o
�'ROJECT NAME PROJECT NUMBER
CITY'S I�'I/1VBE PROJECT GOAL: � r� 0/�
INI/WBE PERCENTAGEACHIEVED: )r��lQ
Failure to complete this form, in its entirety with suppor�ting documentation, and received by the Managing Department
in or before 5:00 p.m. five (5) City business days after bid opening, exclusive of bid opening date, will result in the bid
�eing considered non-responsive to bid specifications.
�''he undersigned bidder agrees to enter into a formal agreement with the MBE and/or WBE firms for work listed in this
;chedule, conditioned upon execution of a contract with the City of Fort Worth. The intentional and/or knowing
misrepresentation of facts is grounds for consideration of disqualification and will result in the bid being considered
non-responsive to specifications. . .
�' Company Name, Contact Name,
Address, and Telephone No.
Certified
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Specify All Contracting
Scope of Work (')
Specify All Items to be
Supplied(*) ,�,�
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a °'
fn F-
Dollar Amount
� . . . . . . . . , . � . . .
...�/"1.,,.1�T'.E��Ac4�s� ��t/� .. ., Ft.�RNTSH AND NAuL
�„� �,�3,�� .,n n.S�G� .,... H,,.� �. Fi�E EM aEn�E�r i�� �f 3 I 70 50
f ����,�.� �. T,��'�,5,.�,,.�M7'�a�? .� %i l�n/D FLFx dASE I' '
,.:. ,!�-��::.::.�,.,: ",�4Y,. ,: �,�2,,:c��►a �a�.: �::,M,,,., �:::,�
MATF�27c,4�
. �Q.%Q.,, �'.IZ.4�Cl�IRiG�., �uit.NZ"5�i A�vO NAuI
, � ��,,x,��,� u.,����.�� .a,� „ ., �ND E� e��M� I '% � �o� �6 J , l7
y�Q4,�...,Y�.������,.�����!._ ._: x Naut, oFF
��...�?�A��f�� �T.� :�_....�?,�.'�_�....,,..�.,_..,.. o� spaz�
� l�xrrr ANA AsPNACT
�/�/� 331- 533o MRT�
�7"O�a,�33o..1�`L� �T��i�l�a .�'M�, HAca t OFF' OF
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,�,��,,� �,���1,,:..�.r�.�.� .,:,. SPozc flr2r AND � �' � �i
��Au.��, r,�,r�� . 25,��,�. _ X 1 8D '7y
' ����i�a�3! ����r����wv,�_ro�.���,..�„�. �,,.A
flsPNACT MA7E,�zAc '
�N
���. .ro �. , mr ...., wp �a.��rr� ..,».,v ,� , ,, �. ., ,�,,, �� ,, ,.�. ��»..�.� u�...��,�,�..�a.�w.w.w,�..,�,. .,�,. �,.�a.».�. .Po��,u...... w.��,�� ..�.��.� ..,.�.� Y. m , » �.�..,.�.�...,�. ,.
� MIWBEs must be located in the 9(nine) county marketplace or currently doing business in the marketplace at the time of bid.
) Specify all areas in which MWBE's are to be utilized and/or items to be supplied:
(*) A complete listing of items to be supplied is required in order to receive credit toward the MlWBE goal.
*) Identify each Tier level.
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 2ntl tier.
THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev. 6/2l98
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
E'� i � � � � � � � � � � � ' � � � � �
ATTACHMENT 1A
Page 2 of 2
Ciyt of Fort Worth
�.
Minority and Women 6usiness Enterprise Specifications
MBE/WBE UTILIZATION
' Company Name, Contact Name, Ce�tified Specify All Contracting Specify All Items to be
Address, and Telephone No. Q � Scope of Work ('`) Supplied('`) ,�*
I F, *
� oa � �
Z � � <n i=
f���:T.._..,.'�'2��i��c.�'e�......�,._._..�_
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_��,.��_.a.Q.�.,�.��as�ss� , ._ �..�m.�..
., �� .�Icu�.��!, �X :,�'�� 1�,1
C.,������e9� .�zo�,,�. �.�.�n_����„���
�.w.
,. �.���w�A�a� .�'av,���,,.����....
f� � ,�...� .. �� ,... KK.�� ,..
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_._���� ,z�-���7/.__.�_�._.__��..�_
�Y NAniBY
�-�:,���E'k�'��E .�'��C,�.��!G, n,...
.�.��,o,�.b �+�,�.w.��._,__._. . w �.�. ��,.�u.�,�
� .,k�.k.�n/��.�. � 7£�A� ��c�8'� _�,.
.M.���7.�? �7��....�.,�a-.�: �, ,� ,� �,,.��
ArrN: 1cA� GRACY
}�AL�(2M(� OF �iqVt/
M AT,�Q1'ALS Fo�
X
X ►�IPE MAN4 �AG�TZlQE
A�/D yAuc.�vG �s�E
� �a sz�
r',eovipF so,H� eavcQErc
wo,zK lr.,. -- �Mo
.-.,��,
M�4�vNc(.ES, TivlE7'S
��Evv�4<K �
Dollar Amount
Z,va
�/3, m 3. �
�� �95,14lc.'�
NAuc- o<F uF Exeav�rE�
mar�er�. AaD NAcdr,�� ��1D
n dF N�nAe �Avs,�G �
`S'o6 52r�
�/0, 8Qo ��
The bidder further agrees to provide, directly to the City upon request, complete and accurate information regarding
ctual work performed by all subcontractors, including MBE(s) and/or WBE(s) arrangements submitted with this bid.
�'he bidder 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 by the MBE(sj and/or WBE(s) on this contract, by an authorized officer or
�mployee of the City. Any intentional andlor knowing misrepresentation of facts wil( be grounds for terminating the
;ontract 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 and creates a material
'�reach of contract may result in a determination of an irresponsible offeror and barred from participating in City work
�r a period of time not less than one (1) year.
ALL MBEs and WB�s MUST BE CERTIFIED BY THE CITY BEFORE CONTRACT AWARD
.�9 ,,J ,��� 1/ ��s�/�i�/�►�
�uthorized Signat re Printed Signature
l�i'G'� /'.�S/C��'/(/ � ._ ,�i/YI/h y ��iF c�L'/C`3� �OJ, �6�20
�itle Contact Name and Title (if different)
S. T. C.o�.-��o�/S r_ T,yP _
�ompany Name
�. n _ t�ox �oa38�
Address
�2 N
.;itylStatelZip Co e
�3, ��[�up - 7�37
Telephone Number (s)
�f� t7� l� 40 - bo_30
Fpx Number
� � SE�r. ,..� /999
Date �
� THIS FORM MUST BE RECEIVED BY THE MANAGING DEPARTMENT BY 5:00 p.m., FIVE (5) CITY BUSINESS DAYS AFTER BID
� OPENING, EXCLUSIVE OF THE BID OPENING DATE
Rev. 6/2/98
Pages 1 and 2 of Attachment 1A must be received by the Managing Department
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PROPOSAL
Revised 08/13/99
To: Mr. Bob Terrell
City Manager
City of Fort Worth
For: ITNIT I: WATER & SEWER L1NE REPLACEMEI`
iTNIT II: PAVING RECONSTRUCTION & DRAIN.
HIGHLAND I�ILLS STORM DRAIN
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INIPROVENIENTS
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aMilmo Drive (IH-20 to Flander� Lane)
Flanders Lane (Milmo Drive to Oak �rove Road)
Oak Grove Road (Flanders Lane to :asgoe Road )
aGlasgow Road (W. Oak Grove to Oa _ Grove Road)
DeCory Road (W. Oak Grove to Gt sgow Road)
� Water Project No.: PW53-0605 0175080
Sewer Project No.: PS58-07058 174270
Transportation & Public Works Project No. 111-020111-028887
� DOE Project Number 07 5
Pursuant to the foregoing "Notice to Bidders", the undersign� d has thorough[y examined the plans,
a specifications and the site, understands the amount of work to b� done, and hereby proposes to do all the
work, furnish all (abor, equipment, and materials necessary to fully comp(ete all the work as provided in the
p(ans and specifications, and subject to the inspection and a�proval of the Director, Department of
� Engineering of the City of Fort Worth. 'F -
Upon acceptance of this proposal by the City Council, the bidder is bound to execute a contract and furnish
a Performance and Payment Bond approved by the City of Fort Worth for performing and compleYing said "
work within the time stated and for the following sums, to wit:
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(Furnish and install, install all appurtenant work, complete in place, the following items.)
UNIT I: SECTION A— WATER LINE REPLACEMEI�IT
Milmo Drive (IH-20 to Flanders Lane) �
Flanders Lane (Milmo Drive to Oak Grove Roa �)
Glasgow Road (W. Oak Grove to Oak Grove R�d)
DeCory Road (W. Oak Grove to Glasgow Road ;
Pay Approximate Description of Pay Item with Pric Unit Price Bid
Item Quantity Written In Words
1. 3,890 L.F. Remove Existing 6" and Insta(18-I �Ch '
Water Pipe *D-24, D-31, D-32 @; �� �
/ffI�TV " /N,e��. Do� ars
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& /�p Cents Per Linear
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Total
Price Bid
/28,370.°0
Addendum No. 3
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5
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Approximate
Quantity
100 L.F.
5 Each
12 Each
5 Each
5 Each
560 L.F.
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Description of Pay Item with Price �I Unit Price Bid
Written In Words n�
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Extra Depth of Water Mains as directe�
by the Engineer @; =R
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%y,Q,��. Dollar�
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& � Cents Per Linear Foot
6-Inch Gate Valve with Cast Iron Box `
& Lid, D-24, D-32 @;
� ,e� ��/r���Six�i/ Dollars 3�D, a?
& �� Cents Per Each
8-Inch Gate Valve with Cast Iron Box
& Lid, D-24, D-32 @; ���s �O
��/� �U�{/�r� �y,�/� Dollars
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& �/� Cents Per Eac�h
Remove and Salvage Existing Fire �
Hydrant, D-22 @; "� I�OQ DO
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/i/� �H�ill AN'/7 Dolla�s
& /��� Cents Per Ea:h
Standard Fire Hydrant, 3'-b' Bury @, o�
' ��Ol% ao !��%U�. ,r-
�U/��F�it� Sy'v.vc�rEafbo�l � S
& d�VO Cents Per Ea� h
Install 1-Inch Copper Service From
Main to Meter, D-21@; �F /� �d
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& � Cents Per Linear F� ot
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Price Bid
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Approximate
Quantity
3 Each
39 Each
42 Each
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Description of Pay Item with Price ��Unit Price Bid
Written In Words ��
Relocate Existing'/4" Meter(s) Set ��
„ �D�� o0
Meter Box & Connect 1 Service D;�� �
21 @; �:�
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1JN.�i�i�/�/C.�YFU �llars
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& /�� Cents � r Each
Re[ocate Existing 3/4" Bullhe c� Service
Meter(s) Set Meter Box &�nnect 1" pd
Service D-21 @; � �L%�, --
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Cents Per Each
�� D-21 @;
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& 'p Cents Per Each
1 l. 2 Each Install Multi�p e Service Branches for
1" Copper rvice, D-21@;
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Price Bid
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39oD, `�
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/50. �o
�2Ds �
Service) @; 0�, � pp i
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de QN� �%riilP�i'G,�.J�.f/��ollars
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& �� /vo Cents Per Each
3 Each Clas ��¢`A" ('/4" or 1"} Meter Box @;
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39 Each � Class "C" Meter Box (Bullhead
Addendum No. 3
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Item Quantity
14. Lump Sum
15
16.
17
5 C.Y.
5 C.Y
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Description of Pay Item with Price .� Unit Price Bid ` Total
Written Tn Words � Price Bid
Furnish and Lay 2-inch Pipe and "�
Fittings for.Temporary Service �b
Connection D-35;@
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N'/ T/l�� �i%Ofl� .�olla
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Type "B" 2500# Concrete @; , � �
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_l�/YE uNG�YEt� �C%�v Dolla s
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& /�p Cents Per Cubic Ya d
T e"E" I SQO# Concrete �
YP @; p� OD s� aa
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& ��y Cents Per Cubic Y d
2,880 L.F. Two Inch Tem or As halt �
P �3' P
Pavement Repair Per Figure A— Ca�
3, D-50@
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U1VIT I— SECTION `A' — WATER LINE REPLACEMENT -`SUBTOTAL � 220, %I�, ��
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LIST OF CONC�RETE AND/OR CAST IR °�N FITTINGS
AS REQUIRED BY E2.711A TO BE SUB ED WITH BID
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Size of Type of Weight Total
Fittings ' Fittings (Ibs. *ach) Weight
8„ x 8„ ' Cross �� �/,�,' I
8" x 8" I Tee j�. /�� I
8" x 6" J Tee I �� I ��'
8" x 6" � Reducer I (� I G�5'
8" � 45° Bend I � /l� +
8" 22 %z° Bend � � /ID I
8" 11 '/<° Bend I ��� /�� I
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NOTE; Contractor to indicate type of material in Wate� Pipe Bid For 6" & 8" Water Pipe
�}i� PVC (DR-14 / C-900) with Detectable Wa�i-ning Tape
DIP (Class 51 / Poly-wrapped)
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SECTION B- SA1vITARY SEWER LINE REPL CEMENT
Milmo Drive (IH-20 to Flanders Lane) �'s
Flanders Lane (Milmo Drive to Oak Grove Road)
Glasgow Road (W. Oak Grove to Oak Grove Roa
DeCory Road (W. Oak Grove to Glasgow Road)
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Approximate Description of Pay Item with Price d� Unit Price Bid Total
Quantity Written In Words Price Bid
14 Each Remove Existing Manhole @; ��
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13 Each Standard 4' Dia. Sanitary Sewer �
1 Each
14 Each
14 Each
Manhole @;
/904 °0 ,2��OD,°°
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& /VD Cents Per Ea h
Shallow Sanitary Manhole @;
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& �O Cents Per E �h
Watertight Inserts @; �"
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'"�j,��,�'f "'�/ Dollars
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Item Quan�ity
6. 1 Each
7.
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10.
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2,260 L.F
1,880 L.F
50 L.F
10 L.F.
4,140 L.F
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Description of Pay Item with Price : Unit Price Bid Total
Written In Words � Price Bid
Concrete Collar � Y
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& , /j1n Cents Per Eacl��
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15" PVC Sanitary Sewer Pipe, SDR-
35@; �� a0 0�
� y� �'' /4/�22G�.
�o27�v �- t--�F, ✓�l✓ Dolla�s
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& /��, Cents Per Linear F�ot .
8" PVC Sanitary Sewer Pipe, SDR- �� �
35@� lJ� �� /%����s "'
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& � Cents Per Linear F�ot
8" DIP Sanitary Sewer Pipe, D-16 ,
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�/�'�'y Dollars
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& /�� Cents Per Linear ot
Concrete Encasement @; �� �� , op
� 30, .300 --
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& /VQ Cents Per Linear,Foot
Remove Existing Sanitary Sewer �ine pp % o0
(Various Sizes) @; �� "� / � �� ~
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& �O Cents Per Linea�Foot
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12.
13
14
15
16
17
Approximate
Quantity
81 Each
1,480 L.F.
400 L.F.
3,877 L.F
263 L.F
4,1 SO L.F
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Description of Pay Item with Price �� Unit Price Bid Total
Written In Words �� Price Bid
4" Sanitary Sewer Tap (Open Cut) @• �� �
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�� ��,00 1O�0�i �
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& /✓d Cents Per Eac
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4 PVC Sanitary Sewer Service Line �
Replacement @; �� �� od �� Q�
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/L✓�/✓Ty— �?'1 V�- Dolla��
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4" DIP Sanitaty Sewer Service Line � dp
Replacement Over Storm Drain @; �I �� � /���, 'r'
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& /yp Cents Per Linear Fc��t
Trench Safety System for 5' to 10'
Depth @; �� �i �� ��� r%%
/v0 Dol��rs '
9
& �/'�� Cents Per Linear F�ot
Trench Safety System for 10' to 15'��
Depth @; � D % �/ �a 3
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& �/�� Cents Per Linear oot
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Pre Construction TV Inspection @,
°" $�jdD, °°
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Item Quantity Written In Words � Price Bid
18. 4,150 L.F. Post Coristruction TV Inspection @; �� �� /�D' �d
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& /VO Cents Per Linear Foo
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19. 5 C.Y. ype B 2500# Concrete @;
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& Cents Per Cubic Ya��i
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20. 5 C.Y. Type "E" 1500# Concrete @; ��O'q�
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& �L Cents Per Cubic Ya�d
21. 4,060 L.F. Two Inch Temporaty Asphalt av �,�,f� DD
Pavement Repair Per Fig. A— Case �� �"" �� /"` �
D-50 � �
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22. 90 L.F. Permanent Concrete Pavement Tre��h
Repair Per Fig. 1.; D-SC @ �J�, � 4a5o� DO
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& %�D Cents Per Linear �oot
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UNIT I— SECTION `B' — SAIVITARY SEWER REPLACE�NT - SUBTOTAL $ �D /D I. --
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Spec
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PAVIlYG RECONSTRUCTION:
Pay
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LTNIT II ��
PAVING RECONSTRUCTION & DRAINAG� IMPROVEMENTS
PAVING RECONSTRUCTION & DRAINAGE�MPROVEMENTS
Milmo Drive (IH-20 to Flanders Lane) �
Flanders Lane (Milmo Drive to Oak Grove Road) �
(�ak Grove Road (Flanders Lane TO Glasgoe Roa� }
Glasgow Road (W. Oak Grove ta Oak Grove Roa�)
DeCory Road (W. Oak Grove to Glasgow Road)
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Quantity Written In Words �� Bid Price Bid
2 Each Project Designation Sign @;
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_��1� �Uj�/1.�� �� Dollars
& /1/p Cents �er Each
L.S. Utility Adjustment @; �� $10,000.00 $10,000.00
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& Cents Per L� mp Sum
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104 1,850 S.Y. Remove Concrete Pavement,#�urb & � �
TxDOT Gutter, and Rip Rap (IH-20 �rontage � � �� �DQ —'
Road)@;
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& �0 Cents Per S��are Yard
360 I,540 S.Y. Conc)e��te Pavement (IH-ZO �rontage �� qr� �� 4^� �Y
TxDOT Road i � l /��C�� "'
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& /�� Cents Per �quare Yard
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TxDOT
Pay Spec. Approximate Description of Pay Item wit Price
Item Item Quantity Written In Words ��
5. 340 1,740 S.Y. 4" H.M.A.C. Base Course (IH-2
TxDOT Frontage Road) @; ;�
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264
T�cDOT
432
TxDOT
450/452
TxDOT
312
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1,790 S.Y. 8" Ltme Stabilized Subgrade (R ad
Mixed) (IH-20 Frontage Road) � ;
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& %�o Cents Per Square Yard
40 Tons Lime for Stabilization of Subg��de (IH-20
Frontage Road)@;
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& /(%p Cent� Per Ton
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55 S.Y. Rip Rap (IH-20 Frontage Roa�)@;
��Cr�/ Dollars
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& � Cents Per Sq� are Yard
40 L.F. Removing and Replacing Rai ing (IH-20
Frontage Road) @;
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& �O Cents Per �inear Foot
3,905 L.F. Temporary Trench Repair H�M.A.C.
Surface Per Fig. 4 @;
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Bid
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Total
Price Bid
/�3, 92.D,0°
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�8, °° 1�8,390.°°
Addendum No. 3
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12
13.
14.
15
16.
Spec
Item
314
104
104
452
SP
340
TxDOT
Approximate
Quantity
750 S.Y.
810 L.F
2,460 S.F
2 Each
11,640 S.Y
2,112 Tons
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Description of Pay Item wit� Price
Written In Words '
Permanent Trench Repair - Co��rete
Pavement Per Fig. 1 @; �
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& /�p Cents Per Squa�e Yard
Remove Existing Concrete Cur�� and
Gutter @;
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�//�. � Dollars
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Remove Existing Concrete Sidewalks and
Driveways @; �,
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& /Vo Cents Per Square Foot
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Remove Existing 5 Foot Inlet ;
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& /�� Cents �er Each
8" Pavement Pulverization wi 5%
Cement @; F
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�U U�— � Dollars
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3" H.M.A.C. Surface Course (Type D)
@� ��
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& �� Cents Per Ton
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Unit Price Total '
Bid Price Bid
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Addendum No. 3
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19
20
Spec
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504
504
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Quantity Written In Words �� Bid Price Bid
262 Tons Cement for Stabilization of 8-int#h
Pulverized Subgrade @; �• ���, d� �� ���, �
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& /�p Cents Per Squ�re Yard
1,410 L.F. Standard 7-Inch Curb and 18-Id�h Gutter �
@° .�D, oo .2�.2�� �
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& Cents Per Li gar Foot
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2,200 S.F. Standard Reinforced Concrete �idewalks, �p_ p o0
W.C. Ramps @; -� f �� d�'
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& /�p Cents Per Sq are Foot
2,000 S.F. Standard Reinforced Concrete riveways / cx� /ij ooD A�
and Approach @; �� (a `— G .
.ir/X j� Dollars
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& /l/ Cents Per S' are Foot
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UNIT II — PAVEMENT RECONSTRUCTION �� SUBTOTAL $.��D , '
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DRAINAGE IlVIPROVEMENTS ��
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Pay Spec Approximate Description of Pay Item witt��Price
Item Item Quantity Written In Words
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21. 440 350 L.F. 21" CL III RCP@� ��
22. 440
23. N.A.
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Addendum No. 3
,RecebVed: 8/24/99 2:17pM; 817 335 7025 -� S J�OUIS CQNST; Page 3
� 5ENT BY�FT. WORTH � ' ; 8-24-99 ; 2�51PM ; HU -ZOLLARS� � 817 640 0030;# 3/ 4
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u Pay Spee A roximate Descri tion of pa Tte �'
PP P Y m�th �nce Un�t price TocaI
item Item Quantiry WrittenInWor ' Bid - PriceBid
O32. 444 ....�L2 Eacit Standard 10 Foot Inlet �; � ---. -- .----- OB � AG.
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& /C�o C � ts Per Each
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& 0/1/� Cents Pii Linear �aot �
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36. 116 250 C.Y. 6" Topsoil Q; �
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� ' SENT BY�FT. WORTH �' '
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; 8-24-99 ; 2�51PM ; HU1��-ZOLLARS� � 81? 640 0030;# 4/ 4
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UN1T �,[ --DREiYIYA,CE AV�RO'V'EMENTS SYJB'I'O� S � `7 �. �O
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� UNY'Y' IY TOTAL : S .2 -���' �cQ�� �
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UNYT X-- SECTYON `A' - WATER REPLACEMENT SUBT��7TAY� 5 22 4� 7�Q ,, f
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�lNIT x- SECTION'B' - S�VY�R REp�.•AC�NY�t�iT SYJB wOTAL � ���, ���� �
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�UNiT II - DRAl1�iACE IMPROV�MENTS SUB�OTAL S I 3�'T.
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j CONTRACTOR SHALL, IF APPLICABLE, IDENTIFY THE PRE-Q��ALIFIED SUB-CONTRACTOR WHO
� ' SHALL INSTALL THE WAER AND/OR SANITARY SEWER FACI�,ITIES.
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: .�.�. �oUo'�' �ivs?� ���,
�' � PRE-QUALIFIED SUB-CONTRACTOR FOR WATER AND/OR SA ITARY INSTALLATION.
: �
� FAILURE TO LIST A SUB-CONTRACTOR WHO IS PRE-QUALI� IED BY THE WATER DEPARTMENT
i SHALL RESULT IN THE REFECTIOI�1 OF THE BID AS NO1V-RES�'ONSIVE .
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*"STATEMENT OF MATERIALS AND O'�I-�R CHARGES"
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MATERIALS INCORPORATED INTO THE PROJECT �� $ ��� D��j �
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ALL OTHER CHARGES } $ ���, / ��� "30
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**TOTAL . �� $ � � ��
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* This form is included in these documents for reference onl}�� It is to be completed by low bidder at the
time of execution of the contract. ° -
** This total must agree with the total figure shown in the Pr ��iosal, TOTAL AMOUNT BID in the bound
contract.
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For purposes of complying with the Texas Tax Code, th� Contractor agrees that the charges for' any
material incorporated into the project in excess of the esti�ated quantity provided for herein will be no
less than the invoice price for such material to the Contractoj�.
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Addendum No. 3
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PROPOSAL (contd)
� Wi h' ��'
t m ten (10) days after acceptance of this Proposal, the under igned will execute the formal contract
and will deliver an approved Surety Bond and such other bonds �� required by the Contract Documents,
� for the faithful performance of the Contract. The attached bid s curity in the amount of 5 percent is to
become the prope r t y of the Ci t y of Fort Worth, Texas, in the even' the contract and bond or bonds are not
executed and delivered within the time above set forth, as liquidat d damages for the delay and additional
� work caused thereby, ��
The undersigned bidder certified that he has been furnished a�� least one set of the General Contract �
a Documents and General Specifications for Water Department Pro�ects dated January 1, 1978, and that he
has read and thoroughly understands al( the requirements and co�itions of those General Documents and
the specific Contract Documents and appurtenant plans.
,
The undersigned assures that its employees and applicants fo�% employment and those of any labor
organization, subcontractors, or employment agency in either fur�iishing or referring employee applicants
� to the undersigned are not discriminated against as prohibited by'�he terms of City Ordinance No. 7278 as
amended by City Ordinance No. 7400. ��
The Bidder agrees to begin construction within 10 calendar d� s after issue of the work order, and to
� comp(ete the contract within 210 working days after beginning�construction as set forth in the written
work order to be furnished by the Owner. ��
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(Complete A or B below, as applicable:) �
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[ A. The principal place for business of our company is in th State of /%�%j/1//V��'U%�}'. Nonresident
bidders in tlie State of�/��1!�' our principal place�f business, are required to be �-�
percent lower than resident bidders by state law. A cop�� of the status is attached.
[] B. The principal place of business of our company or our+�parent company or majority owner is in
the State of Texas. �
Receipt is acknowledged of the following addenda:
Addendum No. 1 (Initials) Lv�
Addendum No. 2 (Initials) 11/�
Addendum No. 3 (Initials)
/�dd��vduM /Vo.�{ ,Ct�
END OF PROPOSAL
(SEAI� if Bidder is Corporation
��
Respectfully s�bmitted, s; � LpV/S �DA/S7• //J�•
CLr�--
By: l/ l�S l� � l�t�T�it�
Title:- VC � ES/o�F.r/�
Address: 202%�,� /��-�{C��'o.t/ 7X '�6� IA
Telephone: — %
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Addendum No. 3
H:\Droj\030 I 670 I1S PECS�PROPOSAl. IRev I.doc
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CITY APPROVED PRODUCT FORM FOR *
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*CONTRACTOR SHALL SELECT TYPE OF PIPE TO BE U�ED AND PROVIDE
GENERIC/TRADE NAME:
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STANDARD SPEC. NO SIZE
�i-2� E1-31 4" thru 3�"
E1-25 4" thru 1 �"
E1-27 4" thru 1 � "
E1-28 18" thru �7"
E100-2 18" thru �8" �
Consult the "City of Fort Worth, Texas Standard Produc;� List" to obtain the Generic/Trade
Name and the Manufacturer for the pipes listed above. d�
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Failure to provide the information required above ma �k result in rejection of bid as non-
responsive. ��
Only products or methods listed above will be allov�ied for use in this project. Any
substitution shail result in rejected of bid as non-responsi�e.
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Special lnstructions tc� Bidders
(Water Departm�nt)
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� SPECIAL INSTRUCTIONS TO BI��ERS
(WATER DEPARTMENT) .
1. PREQUALIFICATION REQUIREMENTS: All contractor� submitting bids are required to be
a prequalified by the Fort Worth Water Department prior t xsubmitting bids. This prequalification
process wiil establish a bid limit based on a technical e aluation and financial analysis of the
contractor. It is the bidder's responsibility to submit the foll ing documentation: a current financial
� statement, an acceptable experience record, an accepta�le equipment schedule and any other
documents the Department may deem necessary, to the Di�ector of the Water Department at least
� seven (7) calendar days prior to the date of the opening of b�ds.
a�
a) The financial statement required shall have beeri� prepared by an independent certified
public accountant or an independent public accouq',tant holding a valid permit issued by an
appropriate State licensing agency, and shall hat�ie been so prepared as to reflect the
a financial status of the submitting company. This �atement must be current and not more
than one (1) year old. In the case that a bidding da�e falls within the time a new statement is
� being prepared, the previous statement shall be up ated by proper verification.
b) For an experience record to be considered to b�� acceptable for a given project, it must
reflect the experience of the firm seeking qualifica�lon in work of both the same nature and
� technical level as that of the project for which bids ��re to be received.
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The Director of the Water Department shall be t e sole judge as to the acceptability for
financial qualification io bid on any Fort Worth Wat�r Department project.
Bids received in excess of the bid limit shall b��considered non-responsive and will be
rejected as such. �
The City, in its sole discretion may reject any ��d for failure to demonstrate experience
and/or expertise. �
Any proposals submitted by a non-prequalified b�idder shall be returned unopened, and if
inadvertently opened, shall not be considered.
The City will attempt to notify prospective bi�ders whose qualifications (financial or
experience) are not deemed to be appropriate to �he nature and/or magnitude of the project
on which bids are to be received. Failure to noti"�y shall not be a waiver of any necessary
prequalification.
� 4.
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BID SECURITY: A cashier's check, or an acceptable �dder's bond, payable to the City of Fort
Worth, in an amount of not less than five percent (5° of the largest possible total of the bid
submitted must accompany the bid, and is subject to fo�eiture in the event the successful bidder
fails to execute the Contract Documents within ten (10) ys after the contract has been awarded.
To be an acceptable surety on the bond, (1) the name of�he surety shall be included on the current
U.S. Treasury list of acceptable sureties, or (2) the surety nust have capital and surplus equal to ten
times the limit of the bond. The surety must be licensed o do business in the State of Texas. The
amount of the bond shall not exceed the amount shown��On the Treasury list or one-tenth (1/10) of
the total capital and surplus. �
BONDS: A pertormance bond, a payment bond, and �� maintenance bond each for one hundred
percent (100%) of the contract price will be required, Ref rence C 3-3.7.
WAGE RATES: Not less than the revailin wa e rate ��tablished b h i
p g g y t e C ty of Fort Worth, Texas,
and as set forth in the Contract Documents must be paid'pn this project.
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5. AMBIGUITY: In the case of ambiguity or lack of clearness m stating prices in the Proposal, the City
reserves the right to adopt the most advantageous const ��ction thereof to the City or to reject the
ProposaL �
6. BIDDER LICENSE: Bidder must be a licensed Contractor��n the State of Texas.
7. NON-RESIDENT BIDDERS: Pursuant to Article 601g, Te�as Revised Civil Statutes, the City of Fort
Worth wiil not award this contract to a non-resident bidder �less the non-resident's bid is lower than
the lowest bid submitted by a responsible Texas resident �idder by the same amount that a Texas
resident bidder would be required to underbid a non-resid� it bidder to obtain a comparable contract
in the state in which the non-resident's principal place of business is located.
"Non-resident Bidder" means a bidder whose principal p ace of business is not in this state, but
excludes a contractor whose ultimate parent company o� majority owner has its principal place of
business in this state.
�
This provision does not apply if this contract involves fede � I funds.
The appropriate blanks of the Proposal must be filled out � y all non-resident bidders in order for the
bid to meet specifications. The failure of a non-reside t contractor to do so will automatically
disqualify that bidder.
PAYMENT: If the bid amount is less than $25,000.00, the� ontract amount shall be paid within forty-
five (45) calendar days after completion and acceptance by�the City.
9. AGE: In accordance with the policy ("POLICY") of the E��cutive Branch of the federal government,
Contractor covenants that neither it nor any of its officer , members, agents, employees, program
participants or subcontractors, while engaged in perform ng this contract, shall, in connection with
the employment, advancement or discharge of empl�yees or in connection with the terms,
conditions or privileges of their employment, discriminate against persons because of their age
except on the basis of a bona fide occupational q�alification, retirement plan or statutory
requirement. �`
Contractor further covenants that neither it nor its ��officers members a ents em lo ees
, g � p Y .
subcontractors, program participants, or persons acting on their behalf, shall specify, in solicitations
or advertisements for employees to work on this contract, maximum age limit for such employment
unless the specified maximum age limit is based up a bona fide occupational qualification,
retirement plan or statutory requirement.
.'
Contractor warrants it will fully comply with the Policy and will defend, indemnify and hold City
harmless against any claims or allegations asserted by ird parties or subcontractors against City
arising out of Contractor's and/or its subcontractors' Ileged failure to comply with the above
. referenced Policy concerning age discrimination in the pe, ormance of this agreement.
10. DISABILITY: In accordance with the provisions of th Americans With Disabilities Act of 1990
("ADA"), Contractor warrants that it and any and all of its subcontractors will not unlawfully
discriminate; on the basis of disability in the provision o services to the general public, nor in the
availability, terms and/or conditions of employment for ap licants for employment with or employees
of Contractor or any of its subcontractors. Contractor warrants it will fully comply with ADA's
provisions and any other applicable Federal, State an� local laws concerning disability and will
defend, indemnify and hold City harmless against any cl ims or allegations asserted by third parties
or subcontractors against City arising out of the Contract r's and/or its subcontractors' alleged failure
to comply with the above referenced policy concerning di ability discrimination in the performance of
this agreement.
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11. MINORITY AND WOMEN BUSINESS ENTERPRISES: I� accordance with the City of Fort Worth
Ordinance No. 11923 as amended by Ordinance No. 1347p, the City of Fort Worth has goais for
the participation of minority business enterprises anc� women business enterprises in City
contracts. A copy of the Ordinance can be obtained 'irom the Office of the City Secretary.
The bidder shall submit the M/WBE UTILIZATION FO (S), PRIME CONTRACTOR WAIVER
FORM, and/OR the GOOD FAITH EFFORT FORM ( ocumentation") as appropriate. The
Documentation must be received by the contracting depa ment no later than 5:00 P.M.,� five (5) City
business days after the bid opening date. The bidder s all obtain a receipt from the appropriate
employee of the contracting department to whom delivery � as made. Failure to comply shall render
the bid non-responsive.
Upon request, Contractor agrees to provide the Owner co�pete and accurate information regarding
actual work performed by a Minority Business Enterprise (�IBE) and/or Women Business Enterprise
(WBE) on the contract and payment thereof. Contractor �urther agrees to permit any audit and/or
examination of any books, records or files in its posses on that will substantiate the actual work
performed by an MBE and/or WBE. The misreprese R tation of facts (other than a negligent
misrepresentation) and/or commission of fraud by the co tractor will be grounds for termination of
the contract and/or initiating action under appropriate f�leral, state or local laws or ordinances
relating to false statements. Further, any such mi epresentation (other than a negligent
misrepresentation) and/or commiss.ion of fraud will resul ,in the contractor being determined to be
irresponsible and barred from participating in City work fo `a period of time of not less than �three (3)
years. 0
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� Revised 7/31/98
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PART C - GENERAL CONDITIONS
TABLE OF CONTENTS
N�VEMBER, l, 1987
TABLE OF CONTENTS
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Cl-1
Cl-l.l
C1-1.2
C1-1.3
C1--1.4
C1-1.5
C1-1.6
C1-1.7
C1-1.8
C1-1.9
C1-1.10
C1-1.11
C1-1.12
C1-1.13
C1-1.14
C1-1.15
C1-1.16
C1-1.17
C1=1.18
C1-1.19
C1-1.20
C1-1.21
C1-1.22
C1-1.23
C1-1.24
C1-1.25
,�1-1.26
C1-1.27
C1-1.28
C1-1.29
C1-1.30
C1-1.31
CI.-1.32
DEFINITIONS
Definition of Terms
Contract Documents � �
Notice to Bidders
Proposal
Bidder
General Conditions '
Special Conditions
Specifications
Bond
Contract
Plans
City �
City Council
Mayor
City Manager
City Attorney
Director of Public Works
Director, City Water Department
Engineer �
Contractor
Sureties
The Work or Project
Working Day
Calendar Day
Legal Holiday
Abbreviations
Change Order
Paved Streets and Alleys
Unpaved Streets and Alleys
City Streets
Roadway
Gravel Street
�
C2-2 ' INTERPRETATION AND PREPARATION
OF PROPOSAL
C2-2.1 Proposal Form
C2-2.2 Interpretation of Quantities
C2-2.3 Examination of Contract Documents
and Site
C2-2.4 Submitting of Proposal
C2-2.5 Rejection of Proposals
C2-2.6 Bid Security
(1)
C1-1
C1-1
Cl-1
Cl-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
Cl-1
Cl-1
C1-1
C1-1
Cl-1
C1-1
Cl-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
C1-1
c�-i
C1-1
C1-1
C1-1
C1-1
(1)
(1)
(2)
(2)
(2)
(2)
(2)
(2)
(2)
(3)
(3)
(3)
(3)
(3)
(3)
(3)
(4)
(4)
(4)
(4)
(4)
(4)
(4)
(4)
(4)
(5)
(6)
(6)
(6)
(6)
(6)
(6)
C2-2 (1)
C2-2 (1)
C2-2 (2)
C2-2 �3)
C2--2 ( 3 )
C2-2 (3)
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C2-2.7 Delivery of Proposal
C2-2.8 Withdrawing.Proposals
C2-2.9 Telegraphic Modification of Proposals
C2-2.10 Public Opening of Proposal
C2-2.11 Irregular Proposals
C2-2.12 Disqualification of Bidders
C3-3
C3-3.1
C3-3.2
C3-3.3
C3-3.4
C3-3.5
C3-.3.6
C3-3.7
C3-3.8
C3-3.9
C3-3.10
C3-3.11
C3-3.12
C3-3.13
C3-3.14
C3-3.15
AWARD AND EXECUTION OF DOCUMENTS
Consideration of Proposals
Minority'Business Enterpise .
Women-Owned Business•Enterprise
compliance
Equal Employment Provisions
Withdrawal of Proposals
Award of Contract
Return of Proposal Securities
Bonds
Execution of Contract
Failure to Execute Contract
Beginning Work .
Insurance
Contractor's Obligations
Weekly Payroll
Contractor's Contract Administration
Venue •
C4-4 SCOPE OF WORK �.
C4-4.1 Intent of Contract Documents
C4-4.2 Special Provisions
C4-4.3 Increased or Decreased Quantities
C4-4.4 Alteration of Contract Documents
C4-4.5 Extra Work
C4-4.6 Schedule of Operations
C4-4.7 Progress Schedules for Water and
Sewer Plant Facilities
C5-5 � CONTROL OF WORK AND.MATERIALS
C5-5.1 Authority of Engineer
C5-5.2 Conformity with Plans
C5-5.3 Coordination of Contract Documents
C5-5..4 Cooperation of Contractor
C5-5.5 Emergency and/or Rectification Work
C5-5.6 Field Office
C5-5.7 Construction Stakes
C5-5.8 Authority and Duties of Inspectors
C5-5.9 Inspection
C5-5.10 Removal of Defective and Unauthorized
C5-5.11 Substitute Materials or Equipment
CS-5.12 Samples and Tests of Materials
C5-5.13 Storage of Materials
C5-5.14 Existing Structures and Utilities
C5-5.15 Interruption of Service �
C5-5.16 Mutual Responsibility of Contractors
C5-5.17 Cleanup
C5-5.18 Final Inspection
(2)
C2-2 (4)
C2-2 (4)
C2-2 (4)
C2-2 (4)
C2-2 (4)
C2-2 ( 5 )
C3-3 (1)
C3-3
C3-3
C3-3
C3-3
C3,-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
C3-3
(1)
(1)
(2)
(2)
(2)
(2)
(4)
(4)
(4)
t4)
(7)
(7)
(7)
(8)
C4-4 (1)
C4-4 (1)
C4-4 (1)
C4-4 (2)
C4-4 (2)
C4-4 (3)
C4-4 (4)
C5-5
C5-5
C5-5
C5-5
C5-5
C5-5
C5-5
C5-5
C5-5
Work C5-5
C5�-5
C5-5
C5-5
CS-5
C5-5
C5-5
C5-5
C5-5
(1)
(1)
(2)
(2)
(3)
(3)
(3)
(4)
(5)
(5)
(5)
(6)
(6)
(7)
(7)
(8)
(8)
(9)
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C6-6
C6-6�.1
C6-6.2
C6-6.3
C6-6.4
C6-6.5
C6-6.6
C6-6.7
►.-. C6-6.8
C6-6o9
� C6-6.10
� C6-6.11
C6-6.12
r
C6-6.13
C6-6.14
C6-6.15
w�, C6-6.16
� C6-6.17
e C6-6.18
�` C6-6.19
�_ �C6-6.20
C6-6.21
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C7-7
C7-7.1
C7-7.2
C7-7.3
C7-7.4
C7-7.5
C7-7.6
C7-7.7
C7-7.8
C7-7.9
C7-7.10
C7-7.11
C7-7.12
C7-7.13
C7-7.14
C7-7.15
C7-7.16
C7-7.17
C8-8
C8-8.1
C8-8.2
LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
Laws to be Observed
Permits and Licenses
Patented Devices, Materials and Processes
Sanitary Provisions �
Public Safety and Convenience
Privileges of Contractor in Streets;
Alleys, a�d Right-of-Way
Railway Crossings ' •
Barricades, Warnings and Watchmen
Use of Explosives, Drop Weight, etc.
Work Within Easements
Independent Contractor
Contractor's Responsibility for
Damage Claims
Contractor's Claim for Damages
Adjustment of Relocation of Public
Utilities, etc.
Temporary Sewer Drain Connecti-ons
Arrangement and Charges of Water
Furnished by City
Use of a Section of Portion of the Work
Contractor's Responsibility for Work
No Waiver of Legal Rights
Personal Liability of Public Officials
State Sales Tax
PROSECUTION AND PROGRESS
Subletting
Assignment of Contract
Prosecution of the Work
Limitatians of Operations
Character of Workman and Equipment
Work Schedule
Time of Commencement and Completion
Extensian of time of Completion
D�lays
Time of Completion
S�!spension by Court Order
Temporary Suspension �
Termination of Contract due to
National Emergency
Suspension of Abandonment of the
Work and Annulment of Contract
Fulfillment of Contract
Termination for Convenience of the Onwer
Safety Methods and Practices
MEASUREMENT AND PAYMENT
Measurement of Quantities
Unit Prices
C6-6 (1)
C6-5 (1)
C6-6 (1)
C6-6 (2)
C6r6 (2)
C6-6 (3)
C6-6 (4)
C6-6 t4)
C6-6 (5)
C6-6 (6)
C6-6 (8)
C6-6 ( 8 )
C6-6 (10)
C6-6 (10)
C6-6 (10)
C6-6 (11)
C6-6 (11>
C6-6 (11>
C6-6 (12)
C6-6 (12)
C6-6 (12)
C7-7
C7-7
C/-/
C7-7
C7-7
C7-7
C7.-7
C7-7
C7-7
C7-7
C7-7
C7-7
(1)
(1)
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t2)
(2?
(3)
(4)
(4)
(4)
(5)
(6)
(6)
C7-7 (7>
C7-7 (7)
C7-7 (9)
C7-7 (10)
C7-7 (13)
C8-8 (1)
C8-8 (1)
0
0
C8-8.3
C8-8.4
C8-8.5
C8-8.6
C8-8.7
CS-8.8
C8-8.9
C8-8.10
C8-8.11
C8-8.12
C8-8.13
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Lump Sum
Scope of Payment
Partial Estimates and Retainage
Withholding Payment
Final Acceptance
Final Payment
Adquacy of Design
General Guaranty
Subsidiary Work
Miscellaneous Placement of Matezial
Record Documents
;
C8-8 (1)
C8-S (1)
C8-8 (2)
C8-S (3)
C8-8 (3)
C8-8 (3)�
C8-8 (4)
C$-8 (4)
C8-$ (5)
C8-8 (5)
C8-8 (5)
0
(4)
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PART C - GENERAL CONDITIONS
C1-1 DEFINITIONS
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a. GENERAL CONTRACT DOCUMENTS: The General Contract
.- Documents govern all Water Department Projects and
include the following items:
SECTION C1-1 DEFINITIONS
C1-l.l DEFINITIONS OF TERMS: Whenever in these Contract
Documents the following terms or pronouns in place of them are
used, the intent and meaning shall.be.understood.and
interpreted as follows:
C1-1.2 CONTRACT DOCUMENTS: The Contract Documents are all of
the written and drawn documents, such as specifications,
bonds, addenda, plans, etc., which govern the terms and
performance.of the contract. These are contained in the
General Contract Documents and the Special Contract Documents.
PART A- NOTICE TO BIDDERS (Sample)
PART B - PROPOSAL (Sample)
; PART C - GENERAL C�NDITIONS (CITY)
(Developer)
�' PART D - SPECIAL CONDITIONS
� PART E - SPECIFICATIONS
PERMITS/EASEMENTS
PART F - BONDS
PART G - CONTRACT
(Sample)
(Sample)
White �
White .
Canary Yellow
Brown
Green
E1-White
E2-Golden Rod
E2A-White
Blue
White
White
b. SPECIAL CONTRACT DOCUMENTS: The Special Contract
Documents are prepared for each specific project as
a supplement to the General Contract Documents and
� include the following items:
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PART A- NOTICE TO HIDDERS (Advertisement) Same as
• above
PART B - PROPOSAL (Bid)
PART C - GENERAL CONDITIONS
PART D - SPECIAL CONDITIONS
PART E - SPECIFICATIONS
PERNiITS/EASEMENTS
PART F - BONDS
PART G - CONTRACT
PART H - PLANS (Usually bound
separately)
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C1-1.3 NOTICE TO BIDDERS: All of the legal publications
either actually published in public advertising mediums or
f urnished direct to interested parties pertaining to the work
contemplated under the Contract Documents constitutes the
notice to bidders. '
�
C1-1.4 PROPOSAL: •The completed written and signed offer or
tender of a bidder to perform the work which the Owner desires "''
to have done, together with the bid security, constitutes the ;.�
Proposal, which becomes binding upon the Bidder when it is
officially received by the Owner, has been publicly opened and �
read-.and not rejected by the Owner.
�,,
C1-1.5 BIDDER: Any person, persons, firm, partnership,
company, association, corporation, acting directly or through
a duly authorized representative, submitting a proposal for
performing the work contemplated under the Contract Documents,
constitutes a bidder.
C1-1.6 GENERAL CONDITIONS: The General Conditions are the
usual construction and contract requirements which govern the
performance of the work so that it will be carried on in
accordance with the customary procedure, the local statutes,
and requirements of the City of Fort Worth's charter and
promulgated ordinances. � �
Wherever there may be a conflict between the General
Conditions and Special Conditions, the latter shall take
precedence and shall govern.
C1-1.7 SPECIAL CONDITIONS: Special conditions are the
specitic requirements which are necessary for the particular �
project covered by the Contract Documents and not specifically
covered in the General Conditions. When considered with the
General Conditions and other elements of the Contract "�
Documents they provide the information which the Contractor �1
and Owner should have in order to gain a thorough knowledge of
the project. ,�
C1-1.8 SPECIFICATIONS: The Specifications is that section or
part of the Contract Documents which sets forth in detail the
requirements which must be met by all. materials, construction,
workmanship, equipment and services in order to render a
completed and useful project. Whenever reterence is made to
standard specifications, regulations, requirements, statutes,
etc., such referred to documents shall become a part of the
Contract Documents just as though they were embodied therein.
C1-1.9 BOND: The bond or bonds are the written guarantee or
security furnished by the Contractor for the prompt and
� � C1-1 ( 2 )
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faithful performance of the contract and include the
f ollowing:
a. Performan�e Bond (see paragraph C3-3.7) .
b. Payment Bond (see paragraph C3-3.7) �
c. Maintenance Bond (see paragraph C3-3.7)
d. Proposa'1 or Bid Security (see Special Instructions
to Bidders, Part A and C2-2.6)
C1-1.10 CONTRACT: The Contract is the formal signed agreement
between the Owner and the Contractor,cover:ing.:.the.mutual
understanding of the two contracting parties about�the project
to be completed under the Contract Documents.
C1-1.11 PLANS: The plans are the drawings or reproductions
therefrom made by the Owner's representative showing in detail
the location, dimension and position�of the various elements
of the project, including such profiles, typical
cross-sec�ions, layout diagrams, working drawings, preliminary
drawings and such supplemental drawings as the Owner may issue
to clarify other drawings or for the.purpose of showing
changes in the work hereinafter authorized by the Owner. The
plans are usually bound separately.from other parts of the
Contract Documents, but they are a part of the Contract
Documents just as though they were bound therein.
C1-1.12 CITY: The City of Fort Worth, Texas, a municipal
corporation, authorized and chartered under the Texas State
Statutes, acting by and through its governing body or its City
Manger, each of which is required by charter to perform
specific duties. Responsibility for final enforcement of
Contracts involving the City of Fort Worth is by Charter
vested in�ithe City Manager. The terms City and Owner are
synony�nous .
C1-1.13 CITY COUNCIL: The duly elected and qualified
governing body of the City of Fort Worth, Texas.
C1-1.14 MAYOR: The officially elected Mayor, or i.n his
absence, the Mayor Pro tem of the City of Fort Worth, Texas.
C1-1.15 CITY MANAGER: The officially appointed and authorized
City Manager of the City of Fort Worth, Texas, or his duly
authorized representative.
C1-1.16 CITY ATTORNEY: The officially appointed City Attorney
of the City of Fort Worth, Texas, or his duly authorized
representative.
C1-1 (3)
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C1-1.17 DIRECTOR OF PUBLIC WORKS: The duly appointed official
of the City of Fort Worth, referred to in the Charter as the
City Engineer, or his duly authorized representative..
C1-1.18 DTRECTOR CITY WATER DEPARTMENT: The duly appointed
Director of the �ity Water.Department of the City of Fort
Worth, Texas, or his duly autharized representative,
assistant, or agents. .
C1-1.19 ENGINEER: The Director of Public Works, the Director
of the Fort Worth City Water Department, or their duly
authorized assistants, agents, engineers, inspectors, or
superintendents, acting within the scope of the particular
duties entrusted to them.
C1-I.20 CONTRACTOR: The person, p.ersons, partnership,
company, firm, association, or corporation, entering into a
contract with the Owner for the execution of the work, acting
directly or through a duly authorized representative. A
sub-contractor is a person, firm, corporation, or others under
contract with the principal contractor, supplying labor and
materials or only labor, for work at the site of the project..
C1-1.21 SURETIES: The Corporate bodies which are bound by
such bonds are required with and for the Contractor. The
sureties engaged are to be fully responsible for the entire
and satisfactory fulfillment�of the Contract and for any and
all requirements as set forth in the Contract Documents and
approved changes therein.
C1-1.22 THE WORK OR PROJECT: The completed work contemplated
in and covered by the Contract Documents, including but not
limited to the furnishing of all labor, materials, tools,
equipment, and incidentals necessary to produce a completed
and serviceable project.
C1-1.23 WORKING DAY: A working day is defined as a calendar
day, not including Saturdays, Sundays, and legal holidays, in
which the weather or other conditions not under the control of
the Contractor permit the performance of the principal unit of
work for a period of not less than seven (7) hours between
7:00 a.m. and 6:00 p.m., with exceptions as permitted in
paragraph C7-7.6.
C1-1.24 CALENDAR DAYS: A calendar day is any day of the week.
or month, no days being excepted.
C1-1.25 LEGAL HOLIDAYS: Legal holidays shall be observed as
prescribed by the City Council of the City af Fort Worth for
observance by City employees as follows:
C1-1 (4)
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3.
4.
5.
6.
7.
8.
9.
ho i ays as e i y ounci . •
may determine � � � � �
When one of the above named holidays or a special holiday is
declared by the City Council, falls on Saturday, the holiday
shall be observed on the preceding Friday or if it falls on
Sunday, it shall be observed on the fol7.owing Monday, by those
employees working on working day operations. Employees
working calendar day operations will�consider the calendar
holiday as the holiday. � .
C1-1.26 ABBREVIATIONS: Wherever the abbreviations defined
herein appear in Contract Documents, the�intent and meaning
shall be as follows: �
New Year's Day January 1
M. L. Ring,�Jr. Birthday Third Monday in January
Memorial Day Last�Monday in May
Independence Day July 4 '
Labor Day First Monday in September
Thanksgiving Day . Fourth Thursday in November
Thanksgiving Friday Fourth�Friday in November
Christmas Day December 25 •
Such other days in lieu of
1'd th C't C '1
AASHTO -
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ASCE -
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LAW --
ASTM -
AWWA -
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ASA -
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Asph.
Ave.
Blvd.
CI
CL
GI
Lin.
lb.
MH
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American Association of MGD
State Highway Transportation
Of f icials
American Society of Civil
Engineers
In Accordance With
American Society of
Testing Materials
American Water Works +
Association
American Standards Association
Hydraulic Institute
As�halt
Avenue
Boulevard
Cast I�ron
Center Line
Galvanized Iron
Linear or Lineal
Pound
Manhole
Maximum
- Mil.lion Gallons Per
Day
CFS - Cubic Foot per
Second
Min. - Minimum
Mono.- Monolithic
� - Percentum
R - Radius
I.D. - Inside Diameter
O.D. - Outside
Diameter
Elev.- Elevation .
F - Fahrenheit
C - Centigrade
In. - Inch
Ft. - Foot
St. - Street
CY - Cubic Yard
Yd. - Yard
SY - Square Yard
L.F. - Linear Foot
D,I. - Ductile Iron
� C1-1 (5)
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C1-1.27 CHANGE ORDER: A"Change Order" is a written
supplemental agreement between the Owner and the Contractor
covering some added or deducted item or feature which may be
found necessary and which was not specifically included' in the
scope of the project on which bids were submitted. Increase
in unit quantities'stated in the•proposal. are not the subject
matter of a Change Order unless the increase or decrease is
more than 25$ of the amount of the particular item or items in
the�original proposal.
All��-"Change Orders" shall be prepared by the City from
information as necessary furnished by the Contractor.
C1-1.28 PAVED STREETS AND ALLEYS: A paved�street or alley
sha11 be defined as a street or alley having one of the
f ollowing types of wearing surfaces applied over the natural
unimproved surface:
1. Any type of asphaltic concrete with or without
separate base material. �
2. Any type of asphalt surface treatment, not
including an oiled surface, with or without
separate base material.
3. Brick, with or without separate base material.
4. Concrete, with or without separate base material.
5. Any combination of the above.
C1-1.29 UNPAVED STREETS OR ALLEYS: An unpaved street, a11ey,
roadway or other surface is any area except those defined
above for "Paved Streets and Alleys."
C1-1.30 CITY STREETS: A city street is defined as that area
between the right-of-way lines as the street is dedicated.
C1-1.31 R�ADWAY:
parallel lines two
(4') feet back of
exists.
The roadway is defined as the area between
(2') feet back of the curb lines or four
the average edge of pavement where no curb
C1-1.32 GRAVEL STREET: A gravel street is any unpaved street
to which has been added one or more applications of gravel or
similar material other than the natural material found on the
street surface before any improvement was made.
C1-1 (6)
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SECTION C - GENERAL CONDITIONS
C2-2 INTERPRETATION AND
PREPARATION OF PROPOSAL
SECTION C2-2 INTERPRETATION AND PREPARATION OF PROPOSAL
C2-2.1 PROPOSAL FORM: The Owner will f�urnish bidders with
proposal form, which will contain an itemized l.ist of the
items of work to be done or materials to be furnished and upon
which bid�prices are requested. The Proposal.f orm.will state
the Bidder' s general understanding of ;the. ,,pr.oje.ct .t,o be
completed, provide a space for f urnishing �.he amount of bid
security, and state the basis for entering into a formal
contract. The Owner will furnish forms for the Bidder's
"Experience Recard," "Equipment Schedule," and "Financial
Statement," all of which must be properly executed and filed
with the Director of the City Water Department one week prior
to the hour for openinq of bids.
; The financial statement required shall have been preparec� by
an independent certified public accountant or an independent
�- public accountant holding a valid permit issued by an
� appropriate state licensing agency, and shall.have been so
prepared as �to reflect the current tinancial status. This
statement must be current and not more than one (1) year old.
� In the case that a bidding date falls within the time a new
�.- statement is being prepared, the previous statement shall be
updated by proper ver�ification. Liquid assets in the amount
r of ten (10$) percent of the estimated project cost will be
required.
For an experience record to be considered to be acceptable for
a giver� project, it must reflect the experience of the firm
`"� s�eeking qualification in work of both the same nature and
�. magnitude as that of the project for which bids are to be
� received, and such experience must have been on projects
� completed not more than five (5) years prior to the date on
which are to be received. The Director af the Water
'� department shall be sole judge as to the acceptability of
experience for qualification to bid on any Fort Worth Water
Department project.
The prospective bidder shall schedule the equipment he has
`� available for the project and state that he will rent such
�.- additional equipment as may be required to complete the
project on which he submits a bid.
C2-2.2 INTERPRETATION OF QUANTITIES: The quantities of wo�k
` and materials to be furnished as may be listed in the propo�al
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forms or other parts of the Contract Documents will be �
considered as approximate only and will be used for the
purpose of comparing bids on a uniform basis. Payment will be
made to the Contractor for only the actual quantities of work "�
performed or materials furnished in strict accordance with the �.
Contract Documents and Plans. •The quantities of work to be
performed and materials to be furnished may be increased or �
decreased as hereinafter provided, withou� in any way ��
invalidating the unit prices bid or any other requirements of
the.Contract Documents. �
C2-•2.3 EXAMTNATION OF CONTRACT DOCUMENTS AND SITE OF PROJECT: �"'R
Bidders are advised that the Contract Documents on file with
the Owner shall constitute all of the information which the ""�
Owner will furnish. All additional information and data which ,�;
the owner will supply after promulgation of the formal
contract documents shall be issued in the form of written �
addenda and shall become part of the Contract Documents just �
as though such addenda were actually written into the original
Contract Documents. � �
Bidders are required, prior to the fil.ing of proposal, to read �
and become familiar with the Contract Documents, to visi,t the
site of the project and examine carefully all local �
conditions, to inform themselves by their own independent
research and investigations, tests, boring, and by such other
means as may be necessary to gain a complete knowledge.of tha '�
conditions which will be encountered during the construction
of the project. They must judge for themselves the
difficulties of the work and all attending circumstances
affecting the cost of doing the work or the time required for �
its completion, and obtain all information required to make an '+!
intell,i.gent proposal. No information given by the Owner or
�any representative of the Owner other than that contained in �
the Contract Documents and officially promulgated addenda
thereto, sha11 be binding upon the Owner. Bidders shall rely
exclusively and solely upon their own estimates, �
investigation, research, tests, explorations, and other data
which are necessary for full and complete information upon
which the proposal is to be based. It is mutually agreed that
the submission of a proposal is prima-facie evidence that the �
bidder'has made the investigations, examinations and tests �
herein required. Claims for additional compensation due to
variations between conditions actually encountered in ��
construction and as indicated in the Contract Documents will
not be allowed.
The logs of Soil Borings, if any, showing on the plans are for
gen�ral information only and may not be correct. Neither the
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Owner nor the Engineer guarantee that the data shown is
representative of conditions which actually exist.
C2-2.4 SUBMiTTING OF PROPOSAL: The Bidder shall submit his
Proposal on the form furnished by the Owner. All blank spaces
applicable to th�e project co.ntained in the form shall be
correctly fil].ed in and the Bidder shall state the prices,
` written in ink in both words and numerals,.for which he
proposes to do the work contemplated or furnishe.the materials
� required. Al1 such prices shall be written legibly. In.case
�- of discrepancy between the price written in words and the
price written in numerals, the price most�advantageous�to the
"� City shall govern.
If a proposal is submitted by an individual, his or her name
--� must be signed by him (her) or his (her� duly authorized agent.
� If a proposal is submitted by a firm,.:association, or
partnership, the name and address of.each member must be
� given, and the proposal must be signed by a member of the
; firm, association, or partnership, or by a person duly
a� authorized. If a proposal is submitted by a company or
corporation, the company or corporate. name and business
� address must be given, and the proposal signed by an official
or duly authorized�agent. The corporai�e seal must be affixed,
Power of Attorney authorizing agents or others to sign
proposal must be properly certified anc� must be in writing and
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submitted with the proposal.
C2-2 . 5 REJECTION �F PROPOSALS : Pro��osal.s may be re jected if
they show any alteration of words or figures, additions not
�- called for, conditional or uncall.ed for alternate bids,
incomplete .bids, erasures, or irregularities of any kind, or
� contain unbalance value of any items. Proposal tendered or
delivered after the official time designated for receipt of
proposal shall be returned to the Bidder unopened.
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C2-2.6 BID SECURITY: No proposal wil,l be considered unless it
is accompanied by a"Proposal Securit:y" of the character and
in the amount indicated in the "Not:ice to Bidders" and the
"Proposal." The Bid Security is re.quired by the Owner as
evidence of good faith on the part of the Ba.dder, and by way
of a guaranty that if awarded the contract, the Bidder will
within the required time execute a formal contract and furnish
the required performance and other }JOIICZS. The bid security of
the three lowest bidders will be r�:tained until the contract
is awarded or other disposition is made thereof. The bid
security of all other bidders may be returned promptly after
the canvass of bids. �
C2-2(3)
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C2-2.7 DELIVERY OF PROPOSAL: No proposal will be considered . �
unless it is delivered, accompanied by its proper Bid
Security, to the City Manager or his representative in the
official place of business as set forth in the "Notice to
Bidders." It is the Bidder's sole responsibility to deliver �
the proposal at the.proper time to the proper place. The mere
fact that a proposal was dispatched will not be considered.
The Biddar must have the proposal actually delivered. Each �
proposal shall be in a sealed envelope plainly ma'rked with the
word.."PROPOSAL," and the name or description of the project as
designated in the "Notice to Bidders." The envelope shall be �
addr�ssed to the City Manager, City Hall, Fort Worth, Texas.
C2-2.8 WITHDRAWING PROPOSALS: Proposals actually filed with �
the City,Manager cannot be withdrawn prior to the time set for
opening proposals. A request for non-consideration of a �
proposal must•be made in writing, addressed to the City
Manager, and filed with him prior to the time set for the '
operiing of proposals. After all proposals not requested for �
non-consideration are opened and publicly read aloud, the
proposals for which non-consideration requests have been �
properly filed ma , at the option oi the Owner, be returned
unopened. �
C2-2.9 TELEGRAPHIC MODIFICATION OF PROPOSALS: Any bidder may
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modify his proposal by telegraphic communication at any time �
prior to the time set for opening proposals, provided such
telegraphic communication is received by the City Manager �
prior to the said proposal opening time, and provided further, �
that the City Manager is satis£ied that a written and duly
authenticated confirmation of such telegraphic communication �
over the signature of the bidder was mailed prior to the
proposal opening time. If such confirmation is not received
v�rithin �orty-eight (48) hours after the proposal opening time, �
no further consideration will be given to the proposal. ,
C2-2.10 PUBLIC OPENING OF PROPQSAL: Proposals which have been
properly filed and f.or which no "Non-consideration Request" �i
has been received will be publicly opened and�read aloud by ,,�
the City Manager or his authorized representative at the time
and place indicated in the "Notice to Bidders." Al1 proposals �
which have been opened and read will rem�in on file w9.th the
Owner until the contract has been awarded. Bidders or their
authorized representatives are invited to be present for the
opening of bids . �
C2-2.11 IRREGULAR PROP05ALS: Proposals shall be considered as
being "Irregular" if they show any omissions, alterations of
form, additions, or conditions not c�lled for, unauthorized
�lternate bids, or irregularities of any kind, However, the
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° Owner reserves the right to waive any and all irregularities
� and to make the award of the contract to the best interest of
the City. Tendering a proposal after the closing hour is an
'� irregularity which cannot be waived. .
C2-2.12 DISQUALIFICATION OF BIDDERS: Bidders may be
disqualified and t'heir proposals not considered £or any of,
but not limited to, the following reason:
a. Reasons for believing that.collusion exists among
� bidders.
�- b. Reasonable grounds for believing that any bidder is
interested in more than one proposal for work
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, c. The bidder being interested in any litigation
against the Owner or where the Owner may have a
claim against or be engaged•in litigation against
�, the bidder.
d. The bidder being in arrears on any existing contract
or having defaulted on a previous contract.
�, e. The bidder having performed a prior contract in an
unsatisfactory manner.
f. Lack of competency as revealed by the financial
�' , statement, experience record, equipment schedule,
and such inquiries as the Owner may see fit to�make.
g. Uncompleted work which, in the judgment of the
Owner, will prevent or hinder the prompt completion
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of additional work if awarded.
h. The bidder not filing with the Owner, one week in
. advance of the hour of the opening of proposals the
following:
1: Financial Statement showing the financial
� - condition of the bidder as specified in Part
�. ' "A" - Special Instructions.
2. A current experience record showing especially
"` �he projects of a nature similar to the one
�,. under considerat�ion, which have been
success£ully completed by the Bidder.
�� 3. An equipment schedule showing the equipment
the bidder has available for use on the
project.
The Bid Proposal of a bidder who, in the judgment of the
�- Engineer, is disqualified under the requirements stated
herein, shall be set aside and not opened.
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PART C - GENERAL CONDITIONS
C3-3 AWARD AND EXECUTION OF
DOCUMENTS
SECTION C3-3 AWARD AND EXECUTION OF DOCUMENTS:
�'" C3-3.1 CONSIDERATION OF PROPOSALS: After proposals have been
�, opened and read aloud, the proposals will be tabulated on the
basis of the quoted prices, the quantities shown.in the
� proposal, and the_application of such formulas or other
methods of bringing items to a common basis as may be
'' established in the Contract Documents.
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The total obtained by taking the sum of the products of unit
prices quoted and the estimated quantities plus any lump sum
items and such other quoted amounts as may enter into the cost
of the completed project will be considered as the amount of
the bid. •
Until the award of the contract is made by the Owner, the
right will be reserved to reject any or all proposals and
waive technicalities, to re-advertise for new proposals, or to
proceed with the work in any manner as maybe considered for
the best interest of the Owner.
C3-.3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS
` ENTERPRISE COMPLIANCE; Contractor agrees to provide to Owner,
up.on request, complete and accurate information regarding
r actual work performed by a Minority Business Enterprise (MBE)
�- and or a a Woman-owned Business Enterprise (WBE) on the
contract and the payment therefor. Contractor further agrees,
�- upon r.equest by Owner, to allow and audit and/or an
� examination of any books, records, or files in the possession
of Contractor that will substantiate the actual work performed
r by the MBE or WBE. Any materia]. misrepresentation of any
'� nature will�be grounds for termination of the contract and for
initiating any action under appropriate federal, state or
locaZ laws and ordinances relating to false statements;
� further, any such misrepresentation may be grounds for
disqualification of Contractor at Owner's dis�cretion fo�
bidding on future Contracts with the Owner for a period of
time of not less than six (6) months.
C3-3.3 EQUAL EMPLOYMENT PROVISIONS: The Contractor shal�.
comply with Current City Ordinance prohibiting discrimination
in employment practices.
C3-3 (1)
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The Contractor shall post the required notice to
on the project site, and, at his request, will
assistance by the City of Fort Worth's.Equal
Otficer.who will refer any qualified applicant he
file in his offic e to the Contractor. Appropriate
be acquired from the Equal Employ,ment Officer.
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that effect �
be provided
Employment
may �have on
notices may
C3-3.4 WITHDRAWAL OF PROPOSALS: After a proposal has been �
read by the Owner it cannot be withdrawn� by the Bidder within
for::ty-five (45) days after the date on which the proposals �
wer.e opened.
C3-=3.5 AWARD OF CONTRACT: The Owner reserves the right to
withholdfinal action on the proposals for a reasonable time,
not to exceed forty-five (45) days after the date of opening
proposals, and in no event will an award be made until after
investigations have been made as to the responsibility of the
proposed awardee.
The�:award of the contract, if an award is made, will be to the
lowest and best responsible bidder.
The award of the contract shall not become effective until the
Owner has�notified the Contractor in writing of such award.
C3-3.6 RETURN OF PROPOSAL SECURITIES: As soon as proposed
price totals have been determined for comparison of bids, th e
Owner ma•y, at its discretion, return the proposal security
which accompanied the proposals which, in its judgment, would
not be considered for the award. All other proposal
securities, usually those of the three�lowest bidders, will be
retained b.y the Owner until the required contract has been
executed and bond furnished or.the Owner has otherwi�se
disposed of the bids, after which they will be�returned by the
City Secretary. �
C3-3.7 BONDS: With the execution and delivery of the Contract
Documents, the Contractor shall furnish.to, and file with the
Owner �in the amounts herein required, the following bonds:
a. PERFORMANCE BOND: A good and sufficient
� performance bond in an amount nat less than 100
percent af the amount of the contract, as evidenced
by the proposal tabulation or otherwise,
guaranteeing the full and faithful execution of the
work and performance of the contract, and for the
protectios� of the Owner and all other persons
against damage by reason of negligence of the
Contractor, or improper execution of the work or
the use of inferior materials. This performance
C3-3 (2)
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bond shall guarantee the payment for all laborr
materials, equipment, supplies, and services used
in the construction of the work, and shall remain
in full force and effect until provisions as above
stipulated are accomplished and final payment is
made on the project by the City.
b. MAINTENANCE BOND: A good and sufficient
maintenance bond, in the amount of not less than
100 percent of the amount of the contract, as
evidenced by the proposal tabulation or otherwise,
guaranteeing the prompt, full and faithful
performance of the general guaranty which is.set
forth in paragraph CS-8.10.
c. PAYMENT BOND: A good and sufficient payment bond,
in an amount not less than 100 percent of the
amount of the contract,�as evidenced by the
proposal tabulation or otherwise, guaranteeing the
prompt, full and faithful� payment of all claimants
as defined in Article 5160, Revised Civil Statutes
of Texas, 1925, as amende�d by House Bill 344 Acts
56th Legislature, Regular Session, 1959, effective
April 27, 1�59, and/or the latest version thereof,
supplying labor and materials in the prosecution of
the work provided for in the contract being
constructed under these specifications. Payment
Bond shall remain'in force until all payments as
above stipulated are made.
d. OTHER BONDS: Such other bonds as may be required
by these Contract Documents shall be furnished by
t.he Contractor.
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N�o sureties will be accepted by the Owner which are at the
time in default or delinquent on any bonds or which are
interested in any litigation against the owner. Al1 bonds
shall be made on the forms furnished by the Owner and shall be
executed by an approved 5urety company doing business in the�
City of Fort Worth, Texas, and which is acceptable to the
owner. In order to be acceptable, the name of the surety
shall be included on the current U.S. Treasury list of
acceptable sureties, and the amount of bond written by any one
acceptable company shall not exceed the amount shown on the
Treasury list for that company. Each bond shall be properly
executed by both tMe Contractor and Surety Company.
Should any surety on the contract be determined unsatisfactory
at any time by the Owner, notice will be given the Contractox
to that effe�ct and the Contractor shall immediately provide a
C3-3 (3)
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n ew surety satisf actory to the Owner. No payment will be made
under the contract until the new surety or sureties, as
required, have qualified and hay.e been accepted by the Owner.
The contract shall not be operative nor will any payments be
due or paid until approval of the bonds by the Owner.
C3-3.8 EXECUTION OF CONTRACT: Within ten (10) days after the
Owner has by appropriate resolution, or otherwise, awarded the
contrac t, the Contractor shall execute and file wfth the Owner
the,Contract and such bonds as may be required in the Contract
� Documents.
N o contract shall be binding upon the owner until it has been
attested by the City Secretary, approved as to form and
legality by the City Attorney, and executed for the Owner by
either the Mayor or City Manager.
C3-3.9 FAILURE TO EXECUTE CONTRACT: The failure of the
Awardee to execute the required bond or bonds or to sign the
required contract within ten (10) days after the contract is
awarded shall be considered by the Owner as an abandonment of
his �proposal, and the Owner may annul the Award. By reason of
the uncertainty of .the market prices of material and labor,
and it be�ing.impracticable and difficult to accurately
deter�mine the amount of damages occuring to the�Owner by
r eason of said awardee's failure to execute said bonds and
contract within ten (10)�days, the proposal security
accompanying the proposal shall be the agreed amount of
damages which Owner will suffer by reason of such failure on
the part af the Awardee and shall thereupon immediately be
forfeited to the Owner.
The filing�of a proposal will be considered as an acceptance
of this-provision by the Bidder. �
C3-3.10 BEGINNING WORK: The Contractor shall not commence
work until authorized in writing to do so by the Owner.
Should the Contractor fail to commence work at the site of the
project within the time stipulated in the wri�tten
autharization usually termed the "Work Order" or "Proceed
Order", it is agreed that the Surety Company will, within ten
(10) days after the commencement date set forth in such
written authorization, commence the physical execution of the
contract.
C3-3.11 INSURANCE: The Contractor shall not commence work
under this contract until he has obtained �.11 the insurance
required �?nder the Contract Documents, and such insurance has
been approved by the Owner. The prime Contractor shall be
responsible for delivering to the Owner the sub-contractors°
C3-3 t9)
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certificate of insurance for approval. The prime contractor
shall indicate on the certificate of insurance included in the
documents for execution whether or not his insurance covers
sub-contractors. It.is the intention of the�Owner that the
insurance coverage required herein shall include the coverage
of alI sub-contractors.
a. COMPENSATION INSURANCE: TYie Contractor sha11
maintain, during the life of this contract,
Workers' Compensation Insurance on all.of his
employees to be engaged in work on.the�.project
under this contract, and for all sub-contractors.
In case any class of employees• engaged �in hazardous
work on the project under this contract is not
protected under the Workers' Compen.sation Statute,
the Contractor shall provide adequate employer's
general liability insurance .for the protection� of
such of his employees not so protected: .
b. COMPREHENSIVE GENERAL LIABILITY INSURANCE: The
Contractor shall procure.and shall maintain during
the life of this contract Contractor's
Comprehensive General Liability Insurance (Public
Liability and Property Damage Insurance) in an
amount not�less than $500,000 covering each
occurxence on account of bodily injury, including
death, and in an amount not less th�n $500,000
covering each occurrence on account of property.
damage with $2,000,000 umbrella policy coverage.
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c. ADDITIONAL LIABILITY: The Contractor shall
furnish insurance as separate policies or by
additional endorsement to one of the
.� above-menta.oned policies, and in the amount as set
f orth for public liability and property damage, the
fQllowing insurance:
1. Contingent Liability (covers General.
Contractor's Liability for act.s of
sub-contractors).
2. Blasting, prior to any blasting being done.
3. Collapse of buildings or structures adjacent
to excavation (if excav�.tions are to be
performed adjacent to same). �
4. Damage to underground utilities for $500,000.
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C3=3 (5)
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5. Builder's risk (where above-ground structures
are involved).
6. Contractual Liability (cove,rs all
indemnification requirements of Contract).
d. AUTOMOBILE INSURANCE - BODILY INJURY AND PROPERTY
DAMAGE: The Contractor shall procure and maintain,
during the life of this Contract, Comprehensive
� Automobi.le I,iability insurance in an amount not
•� less than $250,000 for injuries including
�• accidental death to any one person and subject to
-� the same limit for each person an amount not less
than $500,000 on account of one accident, and
automobile property damage insurance in an amount
not less than $100,000.
e. SCOPE OF INSURANCE AND SPECIAL HAZARD: The
insurance required under the above paragraphs shall
provide adequate protection for the Contractor and
his sub-contractors, respectively, against damage
claims which may arise from operations under this
contract, whether such operations be by the insured
or by anyone directly or indirectly employed by
him, an3 also against any of the following special
� hazards which may be encountered in the performance
of the Contract.
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f. PROOF QF CARRIAGE OF INSURANCE:. The Contractor
shall furnish the Owner with satisfactory proof of
coverage by insurance required in these Contract
Documents in amounts and by carriers satisfactory
to the Owner. (Sample attached.) All insurance
requirements made upon the Contractor shall apply
to the sub-contractor, should the Prime
Contractor°s insurance not cover the
sub-contractor's work operations.
g. LOCAL AGENT FOR INSURANCE AND BONDING:� The
insurance and bonding companies with whom the
Contractor's insurance and performance, payrnent,
maintenance and all such other bonds are written
shall be represented by an agent or agents having
an office located within the city limits of the
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C3-3 (6) �
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' City of Fort Worth, Tarrant County, Texas. Each
� such agent shall be a duly qualified, one upon whom
service of process may be had, and must have
�' � authority and power to act on behalf of the
insurance and/or bonding company to negot�ate and
settle with the City of Fort Worth, or any other
_ claimant, any claims.that the City of Fort Worth or
other claimant or any property owner who has been
� damaged, may have against the Contractor,
insurance, and/or bonding company. I£ the local
insurance representative is not so:empowered by the
, insurance or bonding companies,•then such authority
must be vested i.n a local agent or claims officer
� residing in the Metroplex, the Fort Worth-Da11as
� area. The name of the agent or agents shall be set
iorth on all of such bonds and certificates of
�.� insurance.
L, C3-3.12 CONTRACTOR'S OBLIGATIONS: Under the Contract, the
Contractor shall pay for all materials, labor and services
� when due. �
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� C3-3.13 WEEKLY PAYROLL: A certified copy of each payroll
� covering payment_of wages to:all�person engaged in work on the
� project at the site of the project sha11 be furnished to the
�' Owner's representative within seven (7) days after the close
, of each payroll period. A copy or copies of the applicable
minimum wage rates as set forth in the Contract Documents
shall be kept posted in a conspicuous place at the site of the
project at a11 times during the course of the Contract.
Copies of the wage rates will be furnished the Contractor, by
the Owner; however, posting and protecta.on of the wage rates
. shall be the responsibility of the Contractor.
e3-3.14 CONTRACTOR`S CONTRACT ADMINISTRATION: Any Contractor,
� whether a person, persons, partnership, company, firm,
association, corporation or other who is approved to do
� business with and enters into a contract with the City for
construction of water and/or sanitary sewer facilities, will
have or shall establish a fully operational busi�ness office
'� within the Fort Worth-Dallas metropolitan area. The
Contractor shall charge, delegate, or assign this office (or
he may delegate his Project Superintendent) with full
authority to transact all business acti.ons required in the
� performance of the Contract. This local authority shall be
made responsible to act for the Contractor in all matters
� pertaining to the work governed by the Contract whether it be
administrative or otherwise and as such shall be empowered,
thus delegated and directed, to settle all. material, labor or
� other expenditures, all claims against the work or any other
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matter associated such as maintaining adequate and appropriate
insurance or.security coverage for the project. Such local
authority for administration of the work under the Contract
sha11 be maintained until all business transactions executed
as part of the Contract are complete.
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Should the Contractor's principal base of operations be other �""
than in the Fort Worth-Dallas metropolitan area,.notification �I
of the Contractor's assignment of local authority shall be
made.in writing to the Engineer in advance of any work on the !�
pro�ect, a11 appropriately signed and sealed, as applicable, �
by�;the Contractor's responsible officers with the
understanding that this written assignment of authority to a
Iocal representative shall became part of the project Contract �
as though bound directly into the project documents. The
intent of these requirements is.t�hat all matters associated �
with the Contractor's.administration, whether it be oriented �
in furthering the work, or other, be governed direct by local
authority. This same requirement is imposed on insurance and
surety coverage. Should the Contractor's local representative
f ail to perform to the satisfaction of Engineer, the Engineer �
at his sole discretion, may demand that such local
representative be replaced and the Engineer may, at his sole
discretion, stop.all work until a new local authority '�
satisfactory to the Engineer is assigned. No credit of
working time will be for periods in which work stoppages are
in effect for this reason. � -�
C3-3.15 VENUE: Venue of any action hereinunder shall be
exclusively in �Tarrant County, Texas.
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C3-3 ( 8 ) "t�
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PART C - GENERAL CONDITIONS
C4-4 SCOPE OF WORR
SECTION C9-4 SCOPE OF WORK
. C4-4.1 INTENT OF CONTRACT DOCUMENTS: It is the definite
intention of these Contract Documents to:pr�ovide for a
`` complete, useful project which the Contr.actor�undertakes to
construct or furnish, all in full compliance�with the
`� requirements and intent of the Contract.Documents. It is
. definitely understood that the Contractor shall do all work as
provided for in the Contract Documents, shall do all extra or
� special work as may be considered by the Owner as necessary to
, complete the project in a satisfactory and acceptable manner.
The Contractor shall, unless otherwise sgecifically..stated in
.. these Contract Documents, furnish a11 labor, tools,�materials,
machinery, equipment, special services,..and incidentals
necessary to the prosecution and completion of the project.
� C4-4.2 SPECIAL PROVISIONS: Should any work or conditions
�r which are not thoroughly and satisfactori.ly stipulated or
covered by General or .Specia7. Condit9.ons of these Contract
� Documents be anticipated, or should there be any additional
proposed work which is not covered by these.Contract
�"� Documents, then "Special Provisions" covering all such work
will be prepared by the Owner previous to the time of
receiving bids or proposals for such work and furnished to the
Bidder in the form of Addenda. Al1 such "Special Provisions"
shall be considered to be a part of the Contract Documents
� just as though they were originally written therein.
C4-4.3-INCREASED OR DECREASED QUANTITIES: The Owner reserves
the right to alter the quantities of the work to be performed
or to extend or shorten the improvements at any time when and
as found to be necessary, and the Contractor shall perf orm the
work as altered, increased or decreased at t�e unit prices.
Such increased or decreased quantity shall not be more than 25
percent of the contemplated quantity of such item or items.
When such changes increase or decrease the original quantity
of any item or items of work to be done or materials to be
furnished by the 25 percent or more, then either party to the
contract shall upon'written request to the other party be
entitled to a revised consideration upon that portion of the
work above or below the 25 percent of the original quantity
stated in the proposal; such revised consideration to be
determined by special agreement or as hereinafter provided for
"Extra Work." No allowance will be made for any changes in
anticipated profits nor shall such changes be considered as
C4-4 (1)
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waiving or invalidating any conditions or provisions of the
Contract Documents.
Variations in quantities of sanitary.sewer pipes i�n depth
categories, shall be interpreted herein as applying to the
overall quantities or sanitary.sewer pipe in each pipe size,
but not to the various depth categories.
C4-4.4 ALTERATION OF CONTRACT DOCUMENTS: By Change Order, the
Owner reserves the right to make such changes in the Contract
Documents and in the character or quantities of the work as
may`��be necessary or desirable to insure completion in the most
satisfactory manner, provided such changes do not materially
alter the original Contract Documents or change the general
nature of the project as a whole. Such changes shall not be
considered as waiving or invalidating any condition or
- provision of the Cantract Documents. �
C9-4.5 EXTRA WORK: Additional work made necessary by changes
and alterations of the Contract Documents or of quantities or
for other reasons for which no prices are provided in the
Contract Documents, shall be defined as "Extra Work" and shall
be performed by the Contractor�in accordance with these
Contract Documents or approved additions�thereto; provided,
however, that before any extra work is begun a"Change Order"
shall be executed or written order issued by the Owner to do
the work for payments or credits as shall be determined� by one
or more combination of the following methods:
a. Unit bid price previously approved,
b. .An agreed lump sum.
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c. The actual reasonable cost of t1) labor, i2) rentaZ `�
af equipment used on the extra work for the time so ,�
used at Associated General Contractors of America
current equipment rental rates; (3) materials �
�entering permanently into the project, and (4)
actual cost of insurance, bonds, and social
security as determined by the Owner, plus a fixed
fee to be agreed upon but not to exceed 10$ of the �
actual cost of such extra work. The fixed fee is
not to include any additional profit to the
Contractor for rental of equipment owned by him and I�
used for the extra work. The fee shal•1 be full and
complete compensation to cover the cost of
superintendence, overhead, other profit, general �
and all other expense not included in (1), (2), �
(3), and (4) above. The Contractor shall keep
accurate cost records on the form and in the method
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C4-4 ( 2 ) , �?
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suggested by the Owner and shall
access to all accounts, bills,
records relating to the Extra Work.
give the Owner
vouchers, and
No "Change Order" shall become effective until it has been
approved and signed by each of the Contracting parties.
,� , No claim for Extra Work of any kind
ordered in writing by the Owner.
, instructions, either oral or written,
to involve Extra�Work for whic
`' compensation, he shall make written
for written orders authorizin'g such
� beginning such work.
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will be allowed unless
In case an�y orders or
appear•to�the.Contractor
h .he s.houl.d ..:r.ec.eive
request.to.the.Engineer
Extra Work, prior to
Should a difference arise as to what does or does not
constitute Extra Work, or as to the payment thereof,.and the
Engineer insists upon its performance, the Contractor shall
proceed with the work after making written request for written
orders and shall keep an accurate account of the actual
reasonable cost thereof as provided under method (Item C).
Claims for extra work will not be paid unless the Contractor
shall.file his claim with the�Owner within five (5) days
before the time ior making the first estimate after such�work
is done and unless the claim is supported by satisfactory
vouchers and certified payrolls covering all labor and
materials expended upon the s.aid Extra Work.
The Contractor shall furnish the Owner such installation
records of a].1 deviations from the original Contract Documents
as may be necessary to enable the Owner to prepare for
permanent record a corrected set of plans showing the actual
installation.
The compensation agreed upon for 'extra work' whether �r not
iniitiated 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 or the change or extra work.
' C4-4.6 SCHEDULE OF OPERATIONS: Before commencing any work
� under this contract, the Contractor shall submit to the Owner
, and receive the Owner's approval thereof, a"Schedule of
Operations," showing by a straight line method the date of�
commencing and finishing each of the major elements of the
contract. There shall be also shown the estimated monthly
� cost of work for which estimates are to be expected. There
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C4-4 (3)
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shall be presented also a composite graph showing the
anticipated progress of construction with the time being
plotted horizontally and the percentage of completion plotted
vertically. The progress charts shall be prepared on 8rl/2" x
11" sheets and at least five black or blue line prints shall
be furnished to the.Owner.
C4-4.7 PROGRESS SCHEDULES FOR WATER AND SEWER PLANT
FACILITIES: Within ten (10) days prior to submission of
fir�st monthly progress payment, the Contractor shall
prepare and submit to the Owner for approval six copies of
the:..schedule in which the Contractor proposes to carry on
the'work, the date of which he will start the several major
activities (including procurement of materials, plans, and
equipment) and the contemplated dates for completing the
same. The schedule shall be in the form of a time schedule
Critical Path Method (CPM) network diagram, As the work
progresses, the Contractor shall enter on the diagram the
actual progress at the end of each partial payment period
or at such intervals as directed by the Engineer. The
Contractor sha1Z also revise the schedule to reflect any
adjustments in contract time approved by the Engineer.
Three copies of the updated schedule shall be delivezed at
such intervals as directed by the Owner. �
As a minimum, the construction schedule shall incorporate
all work elements and activities indicated in the proposal
and in the technical specifications.
Prior to the final drafting of the detailed construction
schedule, the Contractor shall review the draft schedule
with the Engineer to ensure the Contractor's understanding
of the cont�ract requirements.
The following guidelines shall be adhered to in preparing
the construction schedule:
a. Milestone dates and final project completion
dates shall be developed to conform to time
constraints, sequencing requirements and
completion time.
b. The construction process shall be divided into
activities with time durations of approximately
f ourteen'(14) days and construction values not to
exceed $5�,000. Fabrication, delivery and
submittal activities are exceptions to this
guideline. '
C4-4 (4)
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c. Durations shall be in calendar days and normal
holidays and weather conditions over the duration
of the contract shall be accounted for within the
duration of each activity.
d. One critical path shall be shown on the
construct•ion schedule..
e. Float time is defined as the amount of time
between the earliest start.date and�the latest
start date of a chain of activities of the �CPM
construction schedule. Float time��is not for the
exclusive use or benefit of either the Contractor
or the Owner.
f. Thirty days shall be used for submittal review
unless otherwise specified.
The construction schedule shall as a min�imum be divided
into general categories as indicated in the Proposal and
Technical Specifications and each general category shall be
broken down into activities in enough detail to achieve
activities of approximately fourteen (14) days ciuration.
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For each general.category, the construct'ion schedule shall
a identify all trades or subcontracts whose work is
represented by activities that follow the guidelines of
� this Section.
For each of the trades or subcontracts, the construction
- schedule shall indicate the following procurements,
, construction and preacceptance activities and events in
their logic�al seguence for equipment and materials.
, 1.
2.
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4.
5.
, 6.
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' 7.
8.
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Preparation and transmittal of submittals.
Submittal review periods.
Shop fabrication and delivery.
Erection or installation.
Transmittal of manufacturer's operation and
maintenance instructions.
Installed equipment and materials testing.
Owner's operator instruction (if applicable).
Final inspection.
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C4-4 (5)
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9. Operational testing.
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10. Final inspection. �
. �If, in the opinion of the Owner, work accomplished falls
� behind that scheduled, the Contractor shall take such
action as necessary to improve his progress. In addition, �
the:Owner may require the Contractor to submit a revised
, schedule demonstrating his program and proposed plan to
make.up lag in scheduled progress and to insure completion �
of :the work within the contract time. If the Owner finds
the-proposed plan not acceptable, he may require the
• Contractor to increase the work force, the construction'
plant and equipment, the number of work shifts or the �
overtime operations without additional cost to the Owner.
Failur e of the Contractor to comply with these requirements
shall be considered grounds for determination by the Owner
that the Contractor is failing to prosecute the work with
such diligence as will insure its completi,on within the
time specified.
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C4-4 (6)
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PART C - GENERAL CONDITIONS
C5-5 CONTROL OF WORR AND
MATERIALS
SECTION C5-5 CONTROL OF WORK AND MATERIALS
� CS-5.1 AUTHORITY OF ENGINEER: The work shall be performed to
the satisfaction of the Engineer and in strict compliance with
� the Contract Documents. He shall decide.all questions which
, arise as to the quality and acceptability of materials
` furnished, work performed, rate of :pr.ogress� .of the -work,
overall sequence of the construction,�interpretation of the
'� Contract Documents, acceptable fulfillment of the contract,
�- compensation, mutual rights between Contractor and Owner under
these Contract Documents, supervision of the work, resumption
� of operations, and all other questions .or disputes which may
4 arise. Engineer will not be responsible for Contractor's
means, methods, techniques, sequences or procedur.es of
� construction, or the safety precaution.and programs incident
thereto, and he will not be responsible for Contractor's
�. failure to perform the work in accordance with the contract
documents.
�• He shall determine the amount and quality of the work
completed and materials furnished, and his decisions and
�' estimates shall be final. His estimates in such event shall
� be a condition to the right of the Contractor to receive money
due him under the Contract. The Owner shall have executive
� authority to enforce and make effective such necessary
decisions and orders as the Contractor fai].s to carry out
` promptly.
� In the event of any dispute between the Engineer and
��� C�ontractor over the decision of the Engineer on any such
matters, the Engineer must, within a reasonable time, upon
' written request of the Contractor, render and deliver to both
�, . the Owner and Contractor, a written decision on the matter�in
controversy. �
i C5-5.2 CONFORMITY WITH PLANS: The finished project in a11
� cases shall conform with lines, grades, cross-sections,
,, finish, and dimensions shown on the plans or any other
" requirements otherwise described in the Contract Documents.
1 Any deviation from the approved Contract Documents required by
�, the Engineer during construction will in all cases be
determined by the Engineer and authorized by the Owner by
�` Change Order.
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C5-5 (1)
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C5-5.3 COORDINATION OF CONTRACT DOCUMENTS: The Contract
Documents are made up of several..sections, which, taken
� together, are intended to describe and provide for a c,omplete
and useful project, and any requirements appearing in one of
the sections is as binding as though it occurred in all
sections. In case�of discrepancies, fig.ured dimension shall
govern over scaled dimensions, plans shall govern over
specifications, special conditions shall govern�over general
conditions and standard specifications, and quantities shown
on:the plans shall�govern over those shown in the proposal.
, �'he.;:Contractor shall not take advantage of any apparent error
or omission in the Contract Documents, and the Owner shaJ.l be
permitted to make such corrections or interpretations as may
be deemed necessary for the fulfillment of the intent of the
Contract Documents. In the event the Contractor discovers an
apparent error or discrepancy, he shall• immediately call this
condition to the attention of the Engineer. In the event of a
conflict in the drawings, specifications, or other portions of
the�Contract Documents which were not reported prior to the
award of Contract, the Contractor shall be deemed to have
quoted the most expensive resolution of the conflict.
C5-5.4 COOPERATION OF CONTRACTOR: The Contractor w�ll be
furnished with three sets of the Contract Documents and shall
have available on the site of the project at all times one set
of such Contract Documents.
The Contract shall give to the work the constant attention
necessary to facilitate the progress thereof and shall
cooperate with the Engineer, his inspector, and other
Contractors in every possi.ble way.
The Contractor shall at all times have competent personnel
available to the project site for proper performance of the
work. The Contractor shall provide and maintain at.all times
at the site of the project a competent, English-speaking
superintendent and an assistant who are fully authorized to
act as the Contractor's agent on the work. Such
superintendent and his assistant shall be capable of reading
and understancling the Contract Documents and shall.receive and
fulfill instructions from the Owner, the Engineer, or his
authorized representatives. Pursuant to this responsibility
of the Contractor, the Contr�ctor shall designate in writing
to the project superintendent, to act as the Contractor's
agent on the work. Such assistant project superintendent
sha11 be a resident of Tarrant County, Texas and shall be
subject to call,.as is the project Superintendent, at any time
of the day or night on any day of the week on which the
Engineer determines that circumstances require the presence on
the project site of a representative of the Contractor �.o
C5-5 (2)
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� adequately provide for the safety or convenience af the�
* traveling publ.ic or the owners of property across which the
, project extends or the safety of property contiguous to the
, project routing. �. ,
The Contractor shall provide all facilities to enable the
Engineer and his'inspector to examine and in5pect the
workmanship and materials entering into the work.
C5-5.5 EMERGENCY AND/OR RECTIFICATION.WORK:�` When,'in the
opinion of the Owner or Engineer, a condition.of.�emergency
exists related to any part of the work, the Contractor,.or the
Contractor through his designated representative, shall
respond with dispatch to a verbal request made by the Owner or.
Engineer to alleviate the emergency condition. Such a
response shall occur day or night, whether the project is
scheduled on a calendar-day or on a working-day basis.
Should the Contractor fail to respond to a request from the
Engineer to rectify any discrepancies, omissions, or
corrections necessary to conform with the requirements of the
project specifications or plans, the Engineer 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 then deduct an amount equal to the entire costs for such
remedial action, plus 25$, from any funds due.the Contractor
on the project.
C5-5.6 FIELD OFFICE: The Contractor shall provide, at no
extra compensation, an adequate field office for use of the
Engineer, if specif ically called for. The field office shall
be not less than l0 by 14 feet in floor area,. substantially
constructed, well heated, air conditioned, lighted, and
weather-proof, so that documents will not be damaged by the
elements. �
C5-5.7 CONSTRUCTION STARES: The City, through its Engineer,
will furnish the Contractor with all lines, grades, and
" measurements necessary to the proper prosecution and control
of the work contracted for under these Contract Documents, and
�� lines, grades and measurements wi11 be established by means of•
� stakes or other customary method of marking as may be found
consistent with good practice.
C5-5 (3)
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These stakes or markings shall be set sufficiently in advance ''
of construction operations to avoid delay. Such stakes or �
markings as may be established for the Contractor's use or
guidance shall be preserved by the Contractor until he is �
authorized by the Engineer to remove them. Whenever, in the ��
opinion of the Enginear, any stakes or markings have been
carelessly or willfully destroyed, disturbed, or removed by ''
the Contractor or any of his employees, the full cvst of �
replacing such stakes or marks plus 25$ will be charged
against the Contractor, and the f ull amount will be deducted ,.,
from payment due the Contractor.
C5-5.8 AUTHORITY AND DUTIES OF CITY INSPECTORS: City
Inspectors will be authorized to inspect all work done and to "
be done and all materials furnished. Such inspection may �.
extend to all or any part of the work, and the preparation or ,
manufacturing of the materials to be�used or equipment to be
installed. A City Inspector may be stationed on the work to �
report to the En ineer as to the �
9 progress of the work and the
manner in which it is being pertormed, to �report any evidence �..+
that the materials being furnished or the work being perforrned �
by the Contractor fails to fulfill the requirements of the
Contract Documents, and to call the attention of the
Contractor to any such failure or other infringements. Such `�
inspection�or lack of inspection will not relieve the ��
Contractor from any obligation to perform the work in
accordance with the requirements of the Contract Documents. +��
In case of any dispute arising between the Contractor and the
City Inspector as to the materials or equipment furnished or '""'�
the manner of performing the work, the City Inspector will �
have authority to reject materials or equipment to suspend
work until.the question at issue can be referred to and be �
deciaed by the Engineer. The City Inspector will not,
however, be authorized to revoke, alter,.enlarge, or release "
any requirement of these Contract Documents, nor to approve or ;,,�.,,
accept any portion or section of the work, nor to issue any
instructions contrary to the requirements of the Contract F
Documer�ts. He will in no case act as superintendent or �
foreman or perform any other duties for the Contractor, or �
interfere with the management.or operation of the work. He
will not accept from the Contractor any compensation in any �
form for performing any duties. The Contractor sha11 regard ���+
and obey the directions and instructions of the Cit� Inspector
or Engineer when the same are consistent with the obligations !��
of the Contract Documents, provided, however, should the ' �
Contractor object to any orders or instructions of ti�e City
]Cnspector., the Contractor may within six days make written �
appeal to the Engineer for his decision on the matter in �
controversy.
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CS-5 (4)
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C5-5.9 INSPECTION: The Contractor shall furnish the Engineer
with every reasonable facility for ascertaining whether or not
the work as performed is in accordance with the requirements
of the Contract Documents. If the Engineer so reques,ts,�the
Contractor sha11, at any time before acceptance of the work,
remove or uncover such portion of the finished work as may be
directed. After examination,•the Contractor shall restore
said portions of the work to the standard required by the
Contract Dacuments. �
I Should the work exposed or examined prove-acceptable,�the
,
uncovering or removing and replacing of the covering :or making
� good of the parts removed shall be paid for as extra work,. but
' should be work so exposed or examined prove to be
�"' unacceptable, the uncovering or removing and.the replacing of
� all adjacent defective or damaged parts shall be at the
Contractor's expense. No work sha1J. b� done or materials used
,,, without suitable supervision or inspection.
�' C5-5.10 REMOVAL OF DEFECTIVE AND UNAUTHORIZED WORR: All work,
� materials, or equipment which has been rejected shall be
remedied or removed and replaced in an acceptable-manner by
r the Contractor at his own expense. Work done.beyond the lines
� and grades given or as shown on the plans;�except as:herein
specifically provided, or any Extra Work done without written
authority, will be considered as unauthorized and done at the
� expense of the Contractor and will no� be paid for by the
Owner. Work so done may be ord�red removed at the
Contractor's expense. Upon the failure on the part of the
� Contractor to comply with any order of the Engineer made under
the provisions of this paragraph, the Engineer wi11 have the
authority to cause defective work to be remedied or removed
and replaced and unauthorized work to be removed, and the cost
thereo-E may be deducted from any money due or to become due to
`�� the Contractor. Failure to require the removal of any
defective ar unauthorized work shall not constitute acceptance
� of such works.
C5-5.11 SUBSTITUTE MATERIALS OR EQUIPMENT: If the
� Specifications, law, ordinance, codes or regulations permit
Contractor to furnish or use a substitute that is equal to any
material or equipment specified, and if Contractor wishes to
furnish or use a proposed substitute, he shall, prior to the
preconstruction conference, make written application to
` ENGINEER for approval of such substitute certifying in writing
,. that the proposed substitute will perform adequately the
� functions called for by the general design, be similar and of
equal substance to that specified and be suited to the same
use and capable of performi.ng the same function as that
� specified; and identifying all variations of the proposed
- C5-5 (5)
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substitute from that specified and indicating available
maintenance service. No substitute shall be ordered �or
installed without the written approval of Engineer who will be
the judge of the equality and may require Contractor to
furnish such other data about the proposed substitute as he
considers pertinent. No substitute shall be ordered or
installed without such performance guarantee and bonds as
Owner may require which shall be furnished at Contractor's
expense. Contractor sha11 indemnify and hold iiarmless Owner
and:'Engineer and anyone directly or indirectly employed by
either of them from and against the claims, damages, losses
and:;expenses (including attorneys fees) arising out of the use
of substituted materials or equipment.
C5-5.12 SAMPLES AND TESTS OR MATERIALS: Where, in the opinion
of the Engineer, or as called for in the Contract Documents,
tests of materials or equipment are necessary, such tests will
be mad� at the expense of and paid £or direct to the testing
agency by the Owner unless otherwise specifically provided.
The.failure of the Owner to make any tests of materials shall
be i�n no way relieve the Contractor of his responsibility of
furnishing materials and equipment fully conforming to the
requirements of the Contract Documents. Tests and sampling ot
materials, unless otherwise specified, will be made in
accordance with the latest methods prescribed by the American
Society for Testing Materials or specific requirements of the
Owner. The Contractor shall provide such facilities as the
Engineer may require for collecting and forwarding samp7.es and
shall not, without specific written permission of the
Engineer, use the materials represented by the samples until
tests have been made and the materials approved for use. The
Contractor will furnish adequate samples without charge to the
Owner. ,�
In case of concrete, the aggregates, design minimum, and the
mixing and transporting equipment shall be approved by the
Engineer before any concrete is placed, and the Contactor
shall be responsible for replacing any concrete which does not
meet the requirements of the Contract Documents. Tests shall
be made at Ieast 9 days prior to the placing of concrete,
using.samples from the same aggregate, cement, and mortar
which are to be used later in the concrete. Should the source
of supply change, new tests shall be made prior to the use of
the new materials.
C5-5.13 STORAGE OF MATERIALS: All materials which
usecl in the construction operation shall be store
insure the preservation of the guality and fitness of
When directed by the Engineer, they shall b� placed
platf or ms or other hard, clean durable surfaces and
C5-5 (5>
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d so as to
the work.
on wooden
not on �he
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ground, and shall be placed under cover when directed. Stored
materials shall be placed and located so as to facilitate
prompt inspection.
C5-5.14 EXISTING STRUCTURES AND UTILITIES: The location and
dimensions shown on the Plans relative to existing utilities
are based on the best information available. Omission from, or
the inclusion of utility locations on the Plans is not ta be
considered as the nonexistence af, or a definite�.location of,
existing underground utilities. The location of�many gas
mains, water mains; conduits, sewer lines.and.serv.ice lines
for all utilities, etc., is unknown to the Owner,:and the
Owner assumes no responsibility for failure to�show any�or all
such structures and utilities on the plans or to show them in
their exact location. It is mutually agreed that such failure
will not be considered sufficient basis for claims for
additional compensation for Extra Wor.k or for increasing the
pay quantities in any manner whatsoever, unless an-:obstruc.tion
encountered is such as to necessitate changes.in the lines and
grades of considerable magnitude or requires the building of
special works, provision f�r which is not made in.the.Contract
Documents, in which case the provision in these Contract
Documents for Extra Work shall apply.
It shall be the Contractors responsibility to verify locations
of adjacent and/or conflicting utilities suf�iciently in
advance of construction in order that he may negotiate such
local adjustments as necessary in the construction process to
provide adequate clearances. The Contractor shall take all
necessary precautions in order to protect all existing
utilities, structures ancl service lines. Verification of
existing utilities, structures and service lines shall include
notification of all utility companies at least forty eight
(48) hours in advance of construction including exploratory'
excavation if necessary. All verification of existing
utilities and their adjustment shall be considered as
subsidiary work.
C5-5.15 INTERRUPTION OF SERVICE:
a. Normal Prosecution: In the normal prosectuion of
work where the interruption of service is necessary,
the Contractor, at least 24 hours in advance, shall
be required to:
l. Notify the Water Department's Distribution
Division as to location, time, and schedule of
service interruption.
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C5-5 (7)
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2. Notify each customer personally through
responsible personnel as to time and schedule
of the interruption of their service, or .
3. In the event that personal notificatibn of a
.customer cannot be made, a prepared tag form
shall be attached to the customer's entrance
door knob. The tag sh�all be durable in
composition, and in large bold type shall say:
"NOTICE"
'� Due to Utility Improvement in
your nea.ghborhood, your (water>
(sewer) service will be inter-
rupted on between
the hours of . and .
This inconvenience will be as
short as possible.
Thank you,
Contractor
Address
Phone
b. EmerqencY: In the event that an unforeseen service
interruption occurs, notice shall be as above,but
immediate.
C5-5.16 MUTUAL RESPONSIBILITY OF CONTRACTORS: If, through
acts or neglect on the part of the Contractor, any other
Contractor or any sub-contractor shall suffer loss or damage
on the work, the Contractor agrees to settle with such other
Contractor or sub-contractor by agreement or arbitration. If
such other Contractor or sub-contractor shall assert any claim
against the Owner on account of any damage alleged to have
been sustained, the Owner will notify the Contractor, who
shall indemnify and save harmless the Owner against any such
claim.
CS-5.17 CLEAN-UP: Clean-up of surplus and/or waste materials
accumulated on the job site during the prosecution of the work
under these Contract Documents shall be accomplished in
keeping with a daily routine established to the the
satisfaction of the Engineer. Twenty-fours fours after
written notice is given to the Contractor that the clean--up on
the job site is proceeding in a manner unsatisfactory to the
Engineer, if the Contractor fails to correct the
C5-5 ( 8 )
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unsatisfactory procedure, the City may take such direct action
as the Engineer deems appropriate to correct the clean-up
deficiencies cited to the Contractor in the written-notice,
and the costs of such direct action, plus 25� of such. costs,
shall be deducted from monies due or to become due to the
Contractor.
Upon the completion o£ the project as a whole as covered by
these Contract Documents, and before final acceptance and
final payment will be made, the Contractor shall clean and
remove from the site of the project all surplus .and discarded
materials, temporary structures, and debris of every kind. He
shall leave the site of all work in a neat and orderly
condition equal to that which originally existed. Surplus and
waste materials removed from the site of the work shall be
disposed of�at locations satisfactory to the Engineer. The
Contractor shall thoroughly clean all e�quipment and materials
installed by him and shall deliver over such materials and
equipment in a bright, clean, polished and new appearing
condition. No extra compensation will be made to the
Contractor for any clean-up required on the project.
� C5-5.18 FINAL INSPECTION: Whenever the work provided for in
� and contemplated under the Contract Documents has been
satisfactorily completed and final cleanup performed, the
Engineer will notify the proper officials of the Owner and
� request'that the Final inspection be made. Such inspection
;� will be made within 10 days after such notification. After
such final inspection, if the work and materials and equipment
r� are found satisfactory, the Contractor will be notified in
writ.ing of the acceptance of the same after the proper
resolution has been passed by the City Council. No time
charge wil�l be made against the Contractor between said date
of notification of the Engineer and the date of final
�� inspection of the work.
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PART C - GENERAL CONDITIONS
C6-6 LEGAL RELATIONS AND PUBLIC
RESPONSIBILITY
SECTION C6-6 LEGAL RELATIONS AND PUBLIC RESPONSIBILITY
C6-6.1 LAWS TO BE OBSERVED: The Contractor shall at all times
observe and comply with a11�Federal and State Laws and City
ordinances and regulations which in any way affect'the conduct
of the work or his operations,.and shall observe and comply
with all orders, laws, ordinances and regulations which.exist
or which may be enacted later by bodies having jurisdi.ction or
authority for such enactment. No plea of misunderstanding or
ignorance thereof will be considered. The Contractor and his
Sureties shall indemnify and save harmless the City and all of
its officers, agents, and employees against any and all claims
or liability arising from or based on•the violation of any
such law, ordinance, regulation, or order, whether it be by
himself or his employees.
C6-6.2 PERMTTS AND LICENSES: The Contractor shall procure all
permits and licenses, pay all charges, costs and fees, and
�" give all notices necessary and incident to the due and lawful
prosecution�af the work. .
C6-6.3 PATENTED DEVICES MATERIALS AND PROCESSES: If the
Contractor is required or c�esires to use any design, device.,
material, or process covered by letter, patent, or copyright,
he shall provide for such use by suitable legal agreement with
the patentee or owner of such patent, letter, or copyrighted�
design. It is mutually agreed and understood that without
exception the contract prices shall include all royalties or
cost arising from patents, trade-marks, and copy rights in any
way irivolved in the work. The Contractor and his sureties
shall indemnify and save harmless the Owner from any and all
claims for •infringement by reason of the use of any such
patented design, device, material or process, or any
trade-mark or copy right in connection with the work�agreed to
be performed under these Contract Documents, and shall
indemnify the Owner f or any cost, expense, or damage which it
may be obliged to pay by reason of such infringement at any
time during the prosecution of the work or after completion of
the work, provided, however, that the Owner will assume the
responsibility to defend any and all suits brought for the
infringement of any patent claimed to be infringed up on by the
design, type of construction or material or equipmen�
specified in the Contract Documents f urnished the Contractor
by the Owner, and to hold the Contractor harmless on account
of such suits.
C6-6 (1)
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C6-6.4 SANITARY PROVISIONS: The Contractor shall establish
and enforce among his employees such regulations in regard to
cleanliness and dispo�sal of garbage and waste as will •tend to
prevent the inception and spread of infectious or contagious
diseases and to effectively prevent the creation of a nuisance
about the work on any�property either public or private, and
such regulations as are required by Law shall be put into
immediate force and effect by the Contractor. The necessary
sani:tary conveniences for use of laborers on the work,
prop,erly secluded from public observation, shall be
cons;tructed and maintained by the Contractor and their use
shall be strictly enforced by the Contractor. All such
facilities shall be kept in a clean and sanitary condition,
free from objectionable odors so as not to cause a nuisance.
All sanitary laws and regulations of the State of Texas and
the.City shall be strictly complied with'.
C6-6.5 PUBLIC SAFETY AND CONVENIENC�: Materials or equipment
stor�ed about the work sha7.1 be so placed and used, and the
work shall at all tiines be so conducted, as to cause no
greater obstruction or inconvenience to the public than is
considered to be absolutely�necessary.by the Engineer. The
Contractor is required to maintain at all times all .ph ases of
his work in such a manner as not to impair the safety or
convenience of the public, including, but not limited to, safe
and convenient ingress and egress to property contiguous to.
the work area. The Contractor shall make adequate.provisions
to render reasonable ingress and egress for normal vehicular
traffic, except during actual trenching or pipe installation
operations, at all driveway crossings, Such provisions may
include bridging, placement of crushed stone or gravel or such
other means of providing proper ingress and egress for the
property served by the driveway as the Engineer may approve as
appropriate. Such other means may include the diversion of
driveway traffic, �ith specific approval by the Engineer. If
diversion of traffic is approved by the Engineer at any
location, the Contractor shall make arrangements satisfactory
to the Engineer at any location, the Contractor shall make
arrangements satisfactory to the Engineer for the diversion of
traffic, and shall, at his own expense, provide all materials
and perform all work necessary,for the construction and
maintenance of roadways and bridges for such diversion of.
traffic. Sidewalks mu.st not be obstructed except by special
permission of the Engineer.
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The materials excavated and the construction materials such as. �
pipe used in the construction of the work shall be placed so
as no� to endanger the work or prevent free access to all fire
hydrants, fire alarm boxes, police call boxes, water valves,
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C6-6 (2)
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gas valves, or manholes in the vicinity. The Owner reserves
the right to remedy any neglect on the part of the Contractor
as regards to public convenience and saiety which may,come to
its attention, after twenty-four hours notice in writing to
the Contractor, save in cases of emergency when it shall have
the right to remedy any neglect without notice, and in either
c ase, the cost of •such work done or materials furnished by the
Owner or by the City shall be deducted from monies due or to
become due to the Contractor. .
' The Contractor, after approval of the Engineer, shall notify
the Fire Department Headquarters, Traffic ;Engineer, °and �.Police
Department, when any street or alley is requested..to.be closed
� or obstructed or any fire hydrant is to be made� inaccessible,
and, when so directed by the Engineer, shall keep any street,
` streets,�or highways in condition for unobstructed use by fire
„ apparatus. The Contractor shall promptly notify the Fire
Department Headquarters when all sucii obstructed streets,
alleys, or hydrants are again placed back in service.
Where the Contractor is required to construct temporary
bridges or make other arrangements �or crossing�over ditches
or streams, his responsibility for accidents in connection
with such crossings shall include the roadway approaches as
well�as the structures of such crossings.
p The Contractor shall at all times conduct his operation and
the use of construction machinery so as not to damage or
destroy trees and shrubs located in close proximity to or on
the site of the work. Wherever any such damage may be done,
" t he Contractor shall immediately satisfy all claims of
property owners, and no payment will be made by the Owner in
s ettlement. of such claims. The Contractor shall file with the
Engineer a written statement showing all such claims adjusted.
C6-b.6 PRIVILEGES OF CONTRACTOR IN STREETS, ALLEYS, AND
RIGHT-OF-WAY: For the performance of the contract, the
Contractor will be permitted to use and occupy such portions
of the public streets and alleys, or other public places or
other rights-o�-way as provided for in the ordinances�of the
City, as shown in the Contract Documents, or as may be
specifically authorized in writing by the Engineer. A
reasonable amount of tools, materials, and equipment for
construction purposes may be stored in such space, but no more
than is necessary to avoid delay in the construction
operations. Excavated and waste materials shall be piled or
stacked in such a way as not to interfere with the use of
spaces that may be designated to be left free and unobstructed
and so as nvt to inconvenience occupants of adjacent property.
If the street is occupied by railway tracks, the work shall be
C6-6 (3)
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carried on in such manner as not to interfere with the
operation o� trains, loading or unloading of cars, etc. Other
contractors of the Owner may, for all purposes required by the
contract, enter upon the work and premises used�by the
Contractor and shall be provided all reasonable facilities and
assistance for the completion of ad�joining work. Any
additional grounds desired by the Contractor for his use shall
be provided by him at his own cost and expense. �
C6=.5.7 RAILWAY CROSSINGS: When the work encroaches upon any
rig�.ht-of-way of any railway, the City will secure the
necessary easement for the work. Where the railway tracks are
to be crossed, the Contractor shall observe all the
regulations and instructions of the railway company as to the
methods of performing the work and take a'l1 precautions for
safety of property and the publ3.c.' Negotiations with the
railway companies for permits shall be done by and through the
City. The Contractor shall give the City notice not less than
five days prior to the timP of his intentions to begin work on
that portion of the project which is related to�the railway
properties. The Contractor will not be given extra or
additional compensation for such railway crossings unless
specifically set forth in the Coritract Documents. �
C6-6.8 BARRICADES, WARNINGS AND WATCHMEN; Where the work is
carried on i.n or adjacent to any street, alley, or public
place, the Contractor shall at his own expense furnish, erect,
and maintain such barricades, fences, lights and danger
signals, shall. provide such watchmen, and shall take all such
other precautionary measures for the protection of p ersons or
property and of the work as are necessary. Barricades and
fences shall be painted in a color that will be,visible at
night.- From sunset to sunrise the Contractor shall furnish
and maintain at least one easily visible burning light at each
barricade. A sufficient number of barricades shall be erected
and maintained to keep pedestrians away from, and vehicles
from b�eing driven on or into, any work under construction or
being maintained. The Contractor shall furnish watchmen and
keep them at their respective assignments in sufficient
numbers to protect the work and prevent accident or damage.
P,11 installations and procedures sha1l be consistent with the
provisions set forth in the "1980 Texas Manual on Uniform
Traffic Control Devices for Streets and Highw�ys" issued under
the authority of �he "State of Texas Uniform Act Regulating
Traff ic on Highways", codified as Article 6701d Veron's Civil
Statutes, pertinen't sections being Section Nos. 27, 29, 30 and
31.
Cb-6 (4)
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;�The Contractor will not remove any regulatory sign,
instructional sign, street name sign, or other sign which has
been erected by the City. If it is determined that a sign
must be removed to permit required construction, the
Contractor shall contact the Transportation and Public Works
department, Signs and Markings Division (phone number
8780-8075), to remove th� sign.. In the case of regulatory
u signs, the Contractor must replace the permanent sign with a
temporary sign meetinc the requirements of the above
� referenced manual and sucr� temporary s.ign must be installed
prior to the removal of the permanent sign. If the temporary
•- sign is not installed correctly or if �it �does:.not .meet the
required specifications, the permanent sign shall be left in
� place until the temporary sign requirements are met. When
i� construction work is completed to the extent that the
permanent sign can be re-installed, the Cantractor sha11 again
� contact the Signs and Markings Division to re-install the
` permanent sign and shall leave his temporary sign in,place
� until such re-installation is completed.
� The Contractor will be held responsible for all damage to the
`�- work or the public due to failure of barricades, signs,
fe.nces, lights, or watchmen to protect them. Whenever
� evidence is.found'of such damage to the work the Engineer may
, order� the damaged portion immediately removed and replaced by.
the Contractor at the Contractor's own expense. The
* C ontractor's responsibility for the maintenance of barricades,
'� signs, fences and lights, and for providing watchmen shall not
cease until the project shall have been completed and accepted
� by the Owner.
No compensation, except as specifically provided in these
Con�.ract Documents, will be paid to the Contractor for the
work and materials involved in the constructing, providing,
... .'and maintaining of barricades, signs, fences, and lights or
for salaries of watchmen, for the subsequent removal and
disposal of such barricades, signs, or for any,other
�. incidentals necessa.ry for the proper protection, safety, and
convenience of the public during the contract period, as this
� work is considered to be subsidiary to the several items for
which unit or lump sum prices are requested in the Proposal.
C6-6.9 USE OF EXPLOSIVES, DROP WEIGHT, ETC.: Should the
Contractor elect to use explosives, drop weight, etc., in the
� prosecution of the work, the utmost care shall be exercised at
all times so as not to endanger life or property. The
�' Contractor shall notify the proper representative of any
� public service corporation, any company, individual, or
utility, and the Owner, not less than twenty-four hours in
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advance of the use of an�y activity which might damage or
endanger their or his property along or adjacent to the work.
� Where the use of explosives is to be permitted on the.project,
as specified in the Special Contract Documents, or the�use of
explosives is requested, the Contractor shall submit notice to
the Engineer in writing twenty-four hours prior to commencing
and shall furnish evidence that he has insurance coverage to
protect against any damages and/or injuries arxsing out of
such use of explosives.
All ��claims arising out of the use of explosives shall be
investigated and a written report made by the Contractor's
insurers to the Engineer within ten (10) days after receipt of
written notice of the claim to the Contractor fram either the
City or the claimant. The City shall proceed to give notice
to the Contractor of any such claim. The use of explosives
may .be suspended by the Engineer if any complaint is received
and such use shall not be resumed until the cause of the
complaint has been addressed.
Whenever explosives are stored or k�pt, they shall be stored
in a safe and secure manner and all storage places shall be
plainly.marked "DANGEROUS EXPL05IVES" and shall be under the
care� of a coinpetent watchman at a].1 times. A11 vehicles in
which explosives are being transported shall be plainly marked
as mentioned above and shall, insofar as possible, not use
heavy traffic routes.
C6-6.10 WORK WITHIN EASEMENTS: Where the work passes over,
through, or into private property, the Owner will provide such
right-of-way or easement privileges as the City may deem
necessary for the prosecution of the work. Any additional
rights--of-way or work area considered necessary by the
Contractor shall be�prov.ided�by him at his own expense. Such
additional rights-of-way or work area shall be acquired for
the benefit of the City. The City shall be notified in
writing as to the riqhts so aecruired before work becrins in thP
a�tectea area. The Contractor shall not ent
property for any purpose without having pre
permission from the owner of such property.
will not be allowed to store equipment or mat
property unless and until the speci£ied a
p�operty owner has been secured in.writing k
anc3 a copy furnished to �the Engineer. Unles
provided otherwise, the Contractor sh
rights-of-way or easements of obstructions
removed to make possible proper prosecution
part of the project construction oparations..
shall be responsible for the pzeservation c
:r upon private
►iously obtained
The Contractor
erial on�private
�proval of the
y the Contractor
� specitically
all clear all
wh ich must be
of the work as a
The Contractor
i and 5ha1�1 use
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C6-6 (6) w
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every precaution to prevent damage to all trees, shrubbery,
plants, lawns, fences, culverts, curbing, and all other types
of structures or improvements, to all water, sewer, and gas
lines, to all conduits, overhead pole lines, or appurt�nances
thereof, including the construction of temporary fences, and
to all other public or private property along adjacent to the
work. ' • �
The Contractor shall notify the proper representatives of
owners or occupants of public or private.lands or .interest in
lands which might be affected by the.work. .Such notice shall
be made at least 48 hours in advance of .the..beginning ..of ..the
work. Notices shall be applicable to both public and private
utility companies or any corporation, company, individual, or
other, either as owners or occupants, whose.land or interest
in land might affected by the work. The Contractor shall be
responsible for all damage or injury t�o property of any
character resulti.ng from any act, omission,.neglect, or
misconduct in the manner or method or execution of the work,
or at any time due to defective work, material, or equipment.
When and where any direct or indirect or injury is done to
public or private property on account of any act, omission,
neglect, or misconduct in the execution of the work, or in
consequence of the non-execution thereof on.the part of�the
Contractor, he shall restore or have restored at his.own cost
and expense such property to a condition at least equal to
that existing before such damage or injury was done, by
repairing, rebuilding, or o�herwise replacing and restoring as
may be directed by the Owner, or he shall make good such
damages or injury in a manner acceptable to the owner of the
property and the Engineer.
All fences encountered and `removed during construction of
this project shall be restored to the original or a better
than original condition upon completion of this project.
When wire fencing, either wire mesh or barbed wire is to be
crossed, the Contractor shall set cross braced posts on
either side of permanent easement befor� the f ence is cut.
Should adclitional f ence cuts be necessary, the Contractor
shall provide cross braced posts at point of the proposed
cut in addition to the cross braced posts provided at.the
permanent easements limits, before the fence is cut.
Temporary fencing sha11 be erected in place of th
removed whenever the work is not i.n progress and
site is vacated overnight, and/or at all times t
livestock from entering the construction area. The
fence removal, temporary closures and replacement
subsidiary to the various items bid in the
: fencing
when the
� prevent
cost for
shall be
project
C6-6 (7)
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proposal. Therefore, no separate payment shall be allowed
f or any service associated with this work.
In case of failure on the part of the Contractor.to restore
such property to make good such damage or injury, th� Owner
may, upon 48 hour written notice under ordinary circumstances,
and without notice when a nuisance or hazardous condition
resuTts, proceed to repair, rebuild, or otherwise restore such
property as may be determined by the Owner to be necessary,
and the cost thereby will be deducted from any monies due or
to become due to the Contractor under this Contract.
C6-6.11 INDEPENDENT CONTRACTOR: It is understood and agreed �
by the parties hereto that Contractor shall perform all wdrk �
and services hereunder as an independent contractor� and not '
as an officer, agent, servant or employee of the Owner. '�
- Contractor shall have exclusive contxol of and the exclusive �
�� right to control the details of all the work and services ��
performed hereunder, and all persons performing same, and �
shall be solely responsible for the acts and omissions of its
officers, agents, sezvants, employees., contractors, �
subcontractors, licensees and invitees. The doctrine of �
- respondeat superior shall not apply as between Owner and
Contractor, its officers,.agents, employees,.contractors and M�
subcontractors, and nothing herein shall be construed as �
creating a partnership or joint enterprise between Owner and .i
Contractor.
C6-6.12 CONTRACTOR'S RESPONSIBILITY FOR DAMAGE CLAIMS: �
Contractor covenants and agrees to, and does hereby indemnify�,
hold harmless and defend Owner, � its officers, agents, ,,,,,,
servants, and employees from and�against any an all claims or �;
suits for�property damage or loss and/or personal injury,
including death, to any and all persons, of whatsoever kind or
character, whether�real or asserted, arising out of or in �
connection with, directly or indirectly, the work and services `�
to be perf ormed hereunder by Contractor, its officers, agents,
employees, contractors, subcontractors, licensees or invitees, r��
whether or not caused, in whole or in part, by alleged ;,�,
negligence on the par� of officers, agents, servants,
employees, contractors, subcontractors, licensees and invitees „�
of the'Owner; and said Contractor does hereby covenant and
�gree to assume all liability and responsibility of Owner, its ""'
officers agents, servants and employees for property damage or
loss, �nd/or personal in�uries, including death, to any and �y�
all persons of whatsoever kind or charac�er,�whether real or .�
asser�ed, arising out of or in connection with, ciirectly or
indirectly, the work and services to be performed hereunder by �
Contractor, its officers, agents employees, contractors,
subcontractors, licensees and invitees, whether or not caused,
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C6-6 (8)
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in whole or in part, by alleged negligence of officers,
agents, servants, employees, contractors, subcontractors,
� licensees or invitees of the Owner. Contractor likewise
covenants and agrees to, and does hereby, indemnify a�d hold
harmless Owner from and against any and all injuries,loss or
damages to property of the Owner during the performance.of any
of the terms and 'conditions of•this Contract, whether arising
w out of or in connection with or resulting�from, in whole or in
part, any and all alleged acts or omissions•of officers,
- agents, servants, employees, contractors,.subcontractors,
licenses, or invitees of the Owner.
In the event a written claim for damages against the
contractor or its subcontractors remains unsettled at the time
all work on the project has been completed to the satisfaction
of the Director of the Water Department, as evidenced by a
final inspection, final payment to the.Contractor shall not be
recommended by the Director of the Water Department�for a
period of 30 days after the date of such final inspection,
unless the Contractor shall submit�written evidence
satisfactory to the Director that the claim has been settled
and a release has been obtained from the claimant involved.
If the claim concerned remains unsettled as of the expiration
of the above 30-day period, the Contractor may be deemed to be
entitled to a semi-final payment for work completed, such
" semi-final payment to be in an amount equal to the total
; dollar amount then due less the dollar value of any written
claims pending against the Contractor arising out of the
� performance of such work, and such semi-final payment may then
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be recommended by the Director.
,� The Direct�or shall not recommend final payment to a Contractor
against whom such a claim for damages is outstanding for a
` �period of six months following the date of the acceptance of
the work performed unless the Contractor submits evidence in
"� writing satisfactory to the Director that:
1. The claim has been settled and a release has been
R"" obtained from the claimant involved, or .
2. Good faith efforts have been made to settle such
outstanding claims, and such good faith efforts
have failed.
, If condition (1) above is met at any time within the six month
�' period, the Director shall recommend that the final payment to
- the Contractor be made. If condition (2) above is met at any
time within the six month period, the Director may recommend
� that the final payment to the Contractor be made. At the
C6-6 (9)
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expiration of the six month period the Director may recommend �
that final payment be made if all other work has been �
performed and all other obligations of.the Contractor have
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been met to the satisfaction of the Director. �
The Director may,•if he deems it appropriate, refuse to accept
bids on other Water Department Contract work from a Contractor
against whom a claim for damages is outstanding as a result of
work performed under a City contract.
- C6-6;:13 CONTRACTOR'S CLAIM FOR DAMAGES: Should the Contractor
claim compensation for any alleged damage by reason of the
acts or omissions of the Owner, he shall within three days
after the actual sustaining of such alleged damage, make a
written statement to the Engineer, setting out in detail the
nature of the alleged damage, and on or before the 25th day of
the.month succeeding that in which any such damage is claimed
to ti:ave been sustained, the Contractor shall file with the
Engineer an itemized statement of the details and amount of
such alleged damage and, upon request, shall give the Engineer
access to all books of account, receipts, vouchers, bills ot
lading, and other books or papers containing any evidence as
to the amount of such alleged damage. Unless such statements
shall be filed as hereinabove required, the Contractor's.claim
for compensation shall be waived, and he shall not be entitled
to payment on account of such damages.
C6-6.14 ADJUSTMENT OR RELOCATION OF PUBLIC UTILITIESS ETC.:
In case it is necessary to change, move, or alter in any
manner the property of a public utility or others, the said
property shall not be moved or interfered with until orders
thereupon,have been issued by the Engineer. The ri.ght is
reserved to the owners of public utilities to enter the
geographical limits of the Contract for the purpose of making
such changes or repairs to their property that may be
necessary by the performance of this contract.
C6-6.15 TEMPORARY SEWER AND DRAIN CONNECTIONS: When existing ��
sewer lines have to be taken up or removed,�the Contractor �
shall, at his own expense and cost, provide and maintain �
temporary outlets and connections for all private or public
drains and sewers. The Contractor shall also take care of all �"
sewage and drainage which wi11 be received from these drains �
and sewers, and for this purpose he shall provide and �
maintain, at his own cast and expense, adequate pumpi.ng �
facilities and temporary outlets or diversions.
The Contractor, at his o�n cost and expense, shall construct ;�
such troughs, pipes, or other structures necessary, and be
prepared at all times to dispose of drainage and sewage �
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C6-6 {10) �
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received from these temporary connections until such times as
the permanent connections are built and are in service. The
existing sewers and connections shall be kept in service and
maintained under the Contract, except when speci�'ied or
ordered to be abandoned by the Engineer. All water, sewage,
and other waste shall be disposed of in a satisfactory manner
�� so that no nuisance is created and so�that.the work under
construction will be adequately protected.. .
C6-6.15 ARRANGEMENT AND CHARGES FOR WATER,F.URNISHED.BY TFiE
CITY: When the Contractor desires to use-City�,wat-er in
connection with any construction work, he shall make complete
and satisfactory arrangements with the Fort Worth City Water
Department for so doing.
� City water furnished to the Contractor shall be delivered to
the Contractor from a connection on an.existing City main.
� All piping required beyond the point of delivery shall be
�. installed by the Contractor at his own expense.
The Contractor's responsibility in the use of all existing.
fire hydrant and/or valves is detailed in Section E2-1.2 USE
OF FIRE HYDRANTS AND VALVES in these General Contract
Documents. �
When meters are used to measure the water, the charges, if
any, for water will be at the regular established rates. When
meters are not used, the charges, if any, will be as
prescribed by the City Ordinance, or where no ordinance
applies, payment shall be made on estimates and rates
established by the Director of the Fort Worth Water
Department.,
�, C6-6.17 USE OF A SECTION OR PORTION OF THE WORK: Whenever, in
the opinion of the Engineer, any section or portion of the
�' work or any structure is in suitable condition, it may be put
w int.o.use upon the written order of the Engineer, and such
usag e sha11 not be held to be in any way an acceptance of said
. work or structure or any part thereof or as a waiver ot any of
the provisions of these Contract Documents. All necessary
repairs and removals of any section of the work so put into
use, due to def ective materials or workmanship, equipment, or
to deficient operations on the part of the Contractor, shall
• be performed by the Contractor at his own expense.
'� C6-6.18 CONTRACTOR'S RESPONSIBILITY FOR THE WORR: Until
� wri�tten acceptance by the Owner as provided for in these'
Contract Documents, the work shall be under the charge and
�- care of the Contractor, and he shall take every necessary
�. _,
precaution to prevent injury or damage to the work or any part
C6-6 (11)
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thereof by action of the elements or from any cause
whatsoever, whether arising from the execution or nonexecution
of the work. The Contractor shall rebuild, repair, restore,
and make good at his own expense all injuries or damac�e�to any
portion of the wark occasioned by any of the hereinabove
causes.
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C6-6.�19 NO WAIVER OF LEGAL RIGHTS:� Inspection by the Engineer �,
ar any order by the Owner by payment of�money or any paymerit
for�or acceptance of any work, or any extension of time,.or ,,�
any possession taken by the City shall not operate as a waiver '�
af any provision of the Contract Documents. Any waiver of any
breach or Contract shall not be held to be a waiver of any
other or subsequent breach. • r�+,
The Owner reserves the right to correct any error that may be �
discovered in any estimate that may have been paid and to '�--
adjust the same to meet the requirements of the Contract
Documents . `�+
C6-6.20 PERSONAL LIABILITY OF PUBLIC OFFICIALS: In carrying
out the provisions of these Contract Documents or in
exercising any power of authority granted thereunder, there
shall b,e no liability upon.the authorized representatives of
the Owner, either personally or atherwise as they are agents
and representatives of the City.
C6-6.21 STATE SALES TAX: On a contract awarded by the City of
Fort Worth, an organization which qualifies for exemption
pursuant the provisions of Article 20.04 (H) of the Texas
Limited Sales, excise, and Use Tax Act, the Contractor may
purchas e, rent or lease all materials, supplies and equipment
used or consumed in the performance of this contract by
,issuinr� to his supplier an exemption .certificate in lieu of
the tax, said exemption certificate to camply with State
Comptroller's Ruling .007. Any such exemption certificate
issued by the Contractor in lieu of the tax shall be subject
to and shall comply with the provisions�of State Comptroller's
Ruling .011, and any other applicable State Comptroller
rulings pertaining to the Texas Limited Sales, Excise, and Use
Tax Act.
On a contract awarded by a developer for the construction of a
publicly-owned improvement in a street right-of-way or other
easement which has been dedicated to the public and the City
of Fort Worth, an organi.zation which qualifies f or exemption
pursuant to the provisions of Article 20.04 (H) of the Texas
limited.Sales, Excise, and Use Tax Act, the Contractor can
�robably be exempted in the same manner stated above.
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C5-6 (12> �"�
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r.Limited Sale, Excise and Use Tax permits and information can
be obtained from:
' Comptroller of Public Accounts
Sale Tax Division •
Capitol Station
Austin, TX .
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PART C - GENERAL CONDITIONS
C7-7 PROSECUTION AND PROGRESS
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SECTION C7-7 PROSECUTION AND PROGRESS:
C7-7.1 SUBLETTING: The Contractor shall perform with his own
organization, and with the assistance of workman.under.his
immediate superintendance, work of a value of not.less than
fifty (50�) percent of the value embraced in the contract. If
the Contractor sublets any part of the .work to be�.done..under
these Contract Documents, he will not under any circumstances
b e relieved of the responsibility and obligation assumed under
these Contract Documents. All transactions of the Engineer
will be with the Contractor. Subcontractors will be
considered only in the capacity of employees or warkmen of the
Contractor and shall be subject to the same requirements as to
character and competency. The Owner will not recognize any
subcontractor on the work. The Contractor shall at all times,
when the work is in operation, be represented either in person
or by a superintendent or other designated•�representatives.
C7-7.2 ASSIGNMENT�OF CONTRACT:, The Contractor sha11 not
'�' assign, transfer, sublet, convey, or otherwise dispose of the
contract or his rights, title, or interest in or to the same
"� ar any part thereof without the previous consent of the Owner
expressed by resolution of the City Council and concurred in
by the Sureties.
If the Contractor does, without such previous consent, assign,
transfer, sublet, convey, br otherwise dispose of the contract
or his right, title, or interest therein or any part thereof,
to any-person or persons, partnership, company, firm, or
corporation, or does by bankruptcy, voluntary or involuntary,
or by assignment under the insolvency laws of any state,
attempt to dispo.se of the contract may, at the option of the
Owner be revoked and annulled, unless the Sureties shall
successfully complete sai.d contract, and in the event of any
such revocation or annulment, any,monies due or to become due
under or by virtue of said contract shall be retained by the
Owner as liquidated damages for the reason that it would be
impracticable and extremely difficult to fix the actual
damages.
, C7-7.3 PROSECUTION OF THE WORR: Prior to beginning any
, construction operation, the Contractor shall submit to the
� Engineer in five or more copies, if requested by the Engineer,
a progress schedule preferably in chart or diagram form, or a
� brief outlining in detail and step by step the manner of
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C7-7 (1)
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prosecuting the work and ordering materials and equipment
which he expects to follow in order to complete the project in
the scheduled time. There shall also be submitted a table of
estimated amounts.to be earned by the Contractor durir�g each
monthly estimate period.
The Contractor sh�all commence •the work to be performed under
this contract within.the time limit stated in these Contract
Documents and shall conduct the work in a continuous manner
and�with sufficient equipment, materials, and labor as is
necessary to insure�its completion within the time limit.
The�'seq uence requested of all construction operations shall be
at all times as specified in the Special Contract Documents.
Any devia�ion from scuh sequencing shall be submitted to the
Enginear for his approval. Contractor shall not proceed with
any deviation until he has received written approval from the
Engi:neer. Such specification or approval by the Engineer
shal:l not relieve the Contractor from the full responsibility
of the complete performance of the Contract.
The contract time may be
C7-7.8 "Extension of Time
and a progress
contract time.
schedule
changed only as set £orth in Section
of Completion" of this Agreement,
shall not constitute a change in the
C7-7.4 LIMITATIONS OF OPERATIONS: The working operations
shall at all times be conducted b� the Contractor so as to
create a minimum amount of inconvenience to the public. .At
any time when, in the judgment of the Engineer, the Contractor
has obstructed or closed or is carrying on operations in a
portion of a street or public way greater than is necessary
f or the proper execution of the work, the Engineer may require
the Contractor to finish the section on which operations are
in progress be£ore the work is commenced on any additional
section or street.
C7-7.5 CHARACTER OF WORRMEN AND EQUIPMENT: Local labor shall
be used by the Contractor is avai1able. The Contractor may
bring in from outside the City of Fort Worth his key men and
his superintendent. All other workmen, including equipment
operators, may be imported only after the local supply is
exhausted. The Contractor shall employ only such
superintendents, foremen, and workmen who are careful,
competent, and fully qualified to perform the duties or tasks
assigned to them, and the Engineer may demand and secure the
summary dismissal of any person or persons employed by the
Contractor in or about or on the work who, in the opinion of
the Owner, shall misconduct himself or be found to be
incompetent, disrespectful, intemperate, dishonest, or
C7-7 (2)
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otherwise objectionable or neglectful in the proper
performance of his or their duties, or who neglects or refuses
to comply with or carry out the directions of the Owner, and
such person or persons shall not.be employed again t�hereon
without written consent of the Engineer.
Al1 workmen shall have sufffcient s.kill, ability, and
experience to properly perform the work assigned to them and
operate any equipment necessary to properly c'arry out the
performance of the assigned duties.
The Contractor shall furnish and maintain .on the� work .all such
, equipment as is considered to be necessary for prosecution of
the work in an acceptable manner and at a satisfactory rate of
� progress. All equipment, tools, and machinery used for
handling materials and executing any part of the work shall be
" subject to the approval of the Engineer and shall be
maintained in a satisfactory, safe and efficient working
condition. Equipment on any�portion of the�work shall be such
� that no injury to the work, workmen or adjacent property will
result from its use.
�. �C7-7.6 WORK SCHEDULE: Elapsed working days shall
' starting with the first day of work compZeted as
C1-1.23 "WORKING DAY" or the date stipulated in
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ORDER" for beginning work, whichever comes first.
be computed
defined in
the "WORK
Nothing in these Contract Documents shall be construed as
prohibiting the Contractor from working on Saturday, Sunday or
- Legal Holidays, providing that the following requirements are
met:
a. A request to work on a specific
- Legal Holiday must be made to the
than the proceeding Thursday.
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Saturday, Sunday or
Engineer no later
b. Any work to be done on the project on such a
specific Saturday, Sunday or Legal Holiday must be,
in the opinion of the Engineer, essential to the
timely completion of the project.
The Engineer's decision shall be final,in response to such a
request for approval to work on a specific Saturday, Sunday or
Legal Holiday, and no extra compensation shall be aJ.lowed to
the Contractor for any work performed on such a specif ic
Saturday, Sunday or Legal Holiday.
Calendar Days shall be defined in C1-1.24 and the Contractor
may work as he so desires.
C7-7 (3)
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C7-7.7 TIME OF COMMENCEMENT AND COMPLETION: The Contractor
shall commence the working operations within the time
specified in the Contract Documents and set forth in the Work
Order. Failure to do so shall be considered by the Oy�ner as
abandonment of the Contract by the Contractor and the Owner
may proceed as he sees fit.
The Contractor shall maintain a rate of progress such as will
insure that the whole work will be performed and 'the premises.
cleaned up in accordance with the Contract Documents and
witYiin the time established in such documents and such
extension of time as may be properly authorized by the Owner.
C7-7.8 EXTENSION OF TIME COMPLETION: The Contractor's request
for an extension of time of completion shall be considered
only when the request for such extension is submitted in
writing to the Engineer within seven days from and after the
time�alleged cause of delay shall have occurred. Should an
extension o£ the time of completion be requested such request
will be forwarded to �he City Council for approval .
In adjusting the contract time for completion of work,
consideration will be given to unforseeable causes beyond the
control of and without� the fault, or negligence of the
Contractor, including but limited to �acts of the public enemy,
acts of the Owner, fire, flood, tornadoes, epidemics,
quarantine restrictions, strikes, freight embargoes, or delays
of sub-contractors due to such causes.
When.the date of completion is based on a calendar day bid, a
request for extension of time because of inclement weather
will not be considered. A request for extension'o£ time due
to inability to obtain supplies and materials will be
considered only when a review of the Contractor's purchase
order dates and other p'ertinent data as requested by the
Engineer indicates that the Contractor has made a bonafide
attempt to secure delivery on schedule. This shall inclucie
efforts to obtain the suppli.es and materials from alternate
sources in case the first source cannot make delivery.
If satisfactory execution and completion of the contract
should require work and materials in greater amounts or
quantities than those set forth in the approved Contract
Docunlents, then the contract time may be increased by Change
Order.
C7-7e9 DELAYS: 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
faa.lure of the City to provide information or matexial, if
C7-7 (4)
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any, which is to be furnished by the City. When such extra
compensation is claimed a written statement thereof shall be
presented by the Contractor to the Engineer and i£ by him
found correct shall be approved and referred by him to the
Council for fin,al approval or disapproval; and the'action
thereon by the Council shall be final and binding. If delay
is caused by specific orders given.by the Engineers to stop
work, or by the performance of extra work, �or by the failure
of the City to provide material or necessary instructions for
carrying on the work, then such delay will entitle the
Contractor to an equivalent extension of.time, his application
for which shall, however, be subject to.,the..approval of the
City Council; and no such extension of�time�shall release the
Contractor or the surety on his performance bond from al1 his
obligations hereunder which shall remain in full force until
the discharge of the contract. �
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C7-7 . 10 TIME OF COMPLETION: The time of.. completion. is an
essential element of the contract. Each.bidder shall.indicate
in the appropriat.e place on the last page of the Proposal the
number of working days or c�lendar days that he will require
to �ully complete this contract or the time of.�completion will
be specified by the City in the Proposal section of the
contract documents. �
The number of days indicated shall be a realistic estimate of
the time required to complete the work covered by.the specific
contract being bid upon. The amount of time so stated by the
successful bidder or the City wi11 become the time of
completion specified in the Contract Documents.
For each calendar day that any work shall remain uncoinpleted
after the time specified in the Contract Documents, or the
increased time granted by the Owner, or as automatically
increased by additional work or materials ordered after the
contract is signed, the sum per day given in the following
schedule, unless otherwise specified in other parts of the
Contr.act Documents, will be deducted from monies due the
Contractor, not as a penalty� but as liquidated damages
suffered by the Owner. �
AMOUNT OF CONTRACT
Less than $ 5,000
$ 5,001 to $ 15,000
$ 15,001 to $ 25,000
$ 25,001 to $ 50,000
$ 50,0�1 to $ 100,000
$ ioo,00i to � 500,000
C7-7 (5)
inclusive
inclusive
inclusive
inclusive
inclusive
inclusive
$
$
$
$
$
35.00
45.00
63.00
105.00
154.00
210.00
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$ 500,001 to $1,000,000 inclusive $ 315.00
$1,000,001 to $2,000,000 inclusive $ 420.00
$2,000,001 and over $ 630.00
The parties hereto understand and agree that any harm to the
.City caused by the•Contractor's delay in completing the work
hereunder in the time specified by the Contract Documents
. would be incapable or very difficult of accurat� estimation,
and..that the "Amount of Liquidated Damages Per Day", as set
out �above, is a reasonable forecast of just compensation due
the'City for harm caused by any delay.
� C7-7.11 SUSPENSION BY COURT ORDER: The Contractor shall
suspend operations on such part or parts of the work ordeared
by any court, and will not be entitled to additional
' compensation by virtue of such court order. Neither will he
be liable to the City in the event the work is suspended by a
Court Order. Neither will the �wner be liable to the
Contractor by virtue of any Court Order or action for which
the:Owner is not solely responsible.
C7-7.12 TEMPORARY SUSPENSION: The Owner shall have the right
to suspend the work operation wholly or in part for.such
per�od or periods of time as he may deem necessary due to
unsuitable weather conditions or any other unfavorable
conditions which in the opinion of the Owner or Engineer cause
further prosecution of the work to be unsatisfactory or
detrimental to the interest of the project. During temporary
suspension of work covered by this contract, for any reason,
the Owner will make no extra payment for stand-by time of
construction equipment and/or construction crews.
If it_ should become necessary to suspend work for an
indefinite period, the Contractor shall store all materials in
such 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 performecl; he shall provide suitable drainage about the
work, and erect temporary structures where necessary.
Should the Contractor not be able to complete a portion of the
project due to causes beyond the control of and without the
fault or negligence of the Contractor as set forth in
Paragraph C7-7.8 EXTENSTON OF THE TIME OF COMPLETION, and
should it be determined by mutual consent of the Contractor
and �he Engineer �hat a solution to allow construction to
proceed is not available within a reasonable period of time,
then the Contrac'tor may be reimbursed for the cost of moving
fiis equipment off the job and returning the necessary
equipment to the job when it is determined by the Engineer
C7-7 (6)
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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.
No reimbursement shall be allowed if the equipment is moved to
another construction project for the City of Fort Worth.
,_ The Contractor shall not suspend work without written notice
from the Engineer and shall proceed with the work�operations
� promptly when notified by the Engineer to so resume
! operations.
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C7-7.13 TERMINATION OF CONTRACT DUE TO NATIONAL�EMERGENCY:
Whenever, because of Naticanal Emergency, so declared by the
President of the United States or other lawful authority, it
becomes impossible for the Contractor to obtain all of the
necessary labor, materials, and equipment for the prosecution
of the work with reasonable continuity for a period:of two
months, the Contractor shall within seven days notify the City
in writing, giving a detailed statement of the etforts which
have been made and listing all necessary items of labor,
materials, and equipment not obtainable. If, af.ter
investigations, the Owner finds that such..conditions existing
and that the inability of the Contractor to proceed is not
attributable in whole or in part to the fault or�neglect of
the Contract, then if the Owner cannot after reasonable effort
assist the Contractor in procuring and making available the
necessary labor, materials and equipment within thirty days,
the Contractor may request the Owner to terminate the contract
and the Owner may comply with the request, and the termination
shall be conditioned and based upon a final settlement
mutually acceptable to both the Owner and the Contractor and
final payment shall be made in accordance with the terms of
the agreed settlement, which shall include, but not be limited
to, the payment for all work executed but no anticipated
profits on work which has not been performed. •
C7-7.14 SUSPENSION OR ABANDONMENT OF THE WORR AND ANNULMENT OF
CONTRACT: The work operations on all or any portion or
section of the work under Contract shall be suspended
immediately on written order of the Engineer or the Co,ntract
may be declared cancelled by the City Council for any good and
sufficient cause. The following, by way of example, but not
of lirnitation, may be considered grounds for suspension or
cancellation:
a. Failure o
operations
Order issue
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within the time specified in the Work
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b. Substantial evidence that progress of the work
operations by Contractor is insufficient to
complete the work within the specified time.
c. Failure of the Contractor to provide and maintain
sufficient labor and equipment to properly execute
the working operations. ,
-��d. Substantial evidence that the Contractor has
- abandoned the work.
���e. Substantial evidence that the Contractor has become
insolvent or bankrupt, or otherwise financially
unable to carry on the work satisfactorily.
f. Failure on the part of the Contractor to observe
any requirements of the Contract Documents or to
•• comply with any orders given by the Engineer or
� Owner provided for in these Contract Documents.
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i. A substantial indication that the Contractor has
made an unauthorized assignment of the contract or
'any f unds due theref rom f or the benef it of any
- creditor or for any other purpose.
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Failure of the Contractor promptly to make good any
defect in materials or workmanship, or any defects
of any nature the correction.of which.has been
directed in wri�ing by the Engineer.or the Owner.
Substantial evidence of collusion for the purpose
of illegally p�rocuring a contract or perpetrating
fraud on the City in the construction of work under
contract. �
Tf the Contractor shall for any cause whatsoever
not carry on the working operation in an acceptable
manner.
If the Contractor commences legal action against
the Owner.
A copy of the suspension order or action of the City Council
shall be served on the Contractor's Sureties. When work is
suspended for any cause or causes, or when the contract is
cancelled, the Contractor shall discontinue the work or such
part thereof as the Owner shall designate, whereupon the
Sureties may, at their option, assume the contract or that
portion thereof which the�Owner has ordered the Contractor to
discontinue, and may perforrn the same or may, with the written
C7-7 {8)
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consent of the Owner, sublet the work or that portion of the
work as taken �ver, provided however, that the 5ureties shall
exercise their option, if at all, within two weeks after the
written notice to discontinue the work has been served upon
the Contractor and upon the.Sureties or their authorized
agents. The Sureties, in such event shall assume the
Contractor's place•in a11 respe.cts, and shall be paid by the
Owner for all work performed by them in•accordance with the
terms� of the Contract Documents. All monies . reinai.ning. due the
Contractor at the time of this default sha.11 thereupon become
due and payable to the Sureties as the work progresses,
subject to all of the terms of the Contract Documents.
i In case the Sureties do not, within the hereinabove specified
� time, exercise their right and option to assume the contract
responsibilities, or that portion thereof wh'ich the Owner has
r• ordered by ttie Contractor to discontinue, then the Owner shall
; have the power to complete, by contra�ct or..otherwise, as it
` may determine, the work herein described or such.part .thereof
as it may deem necessary, and the Contractor hereto agrees
� that the Owner shall have the right to take possession of and
� use any materials, plants, tools, equipment, supplies, and
property of any kind provided by the.Contractor for the
�' purpose of carrying on the work and to procure.other.tools,
' equipment, materials, labor and property for the.completion of
the work, and to charge to the account of the Contractor of
� said contract expense for labor, materials, tools, equipment,
�'� and all expenses incidental thereto. The expense so charged
shall be deducted by the Owner from such monies as may be due
„ or may become due at any time thereafter to the Contractor
under and by virtue of the Contract or any part thereof. The
Owner shall not be required to obtain the lowest bid for the
work completing the contract, but the expense to be deducted
shall be the actual cost of the owner of such work.
In case such expenses shall exceed the amount which would have
�. been payable under the Contract if the same had been completed
; by the Contractor, then the Contractor and his 5ureties shall
b pay the amount of such excess to the City on notice from the
� Owner of the excess due. When any particular part of the work
is being carried on by the Owner by contract or otherwise
under the provisions of this section, the Contractor shall
continue the remainder of the work in conformity with the
terms of the Contract Document.s and in such a manner as to not
,_ hinder or interfere with performance of the work by the Owner.
;� C7-7.15 FULFILLMENT OF CONTRACT: The Contract will be
4 considered as having been fulfilled, save as provided in any
bond or bonds or by law, when a11 the work and all sections or
r parts of the project covered by the Contract Documents have
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been finished and completed, the final inspection made by the
Engineer, and the final acceptance and final payment made by
� the Owner.
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C7-7.16 TERMINATION•FOR CONVENZENCE OF THE OWNER:
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A. NOTICE OF TERMINATION: The performanc.e of the work � r„ij
� under this contract may be terminated by the �wner
• in whole, or from time to time in part, in
� accordance with this section, whenever the Owner '�
-•� shall determine that such terminatian is in the
best interest of the Owner. Any such termination
shall be effected by mailing a notice of "�
termination to the Contractor specifying the extent �
to which perf ormance of work under the contract is ,
terminated, and the date upon which suc.h "�►.
• termination becomes ef£ective. Receipt of the ,�;
� notice shall be deemed conclusively presumed and
established when the letter is placed in the United�
� States Mail by the Owner. Further, it shall be �
deemed conclusively presumed and established that
such termination is made with just cause as therein,
stated; and no proof in any claim, demand or suit �
shall be required of the Owner regarding such
discretionary action.
B. CONTRACTOR ACTION: After receipt ot a notice of
termination, and except as otherwise directed by
the Engineer, the Contractor shall:
.1. Stop work under the contract on the date and
to the�extent specified in the notice of
' termination;
2. place no further orders or subcontracts for
materials, services or facilities except as
� may be necessary for completion of such
portion of the work under the contract as is
not terminated; '
3. terminate all orders and subcontracts to the
extent that they relate to the perf ormance of
work terminated by the notice of termination;
4. transfe� title to �.he Owner and deliver in
the manner, at the times, and to 'the extent,
if any, directed by the Engineer:
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C7-7 (10) �
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a, the fabricated or unfabricated parts,
work in process, completed�work,
supplies and other material produced as
a part of, or acquired.in connection
with the performance of, the work
terminated by the notice of
' termination; and
b, the completed, or�partially completed
plans, drawings, informati�on and other
property which, �if the .�contract had
been completed, would have been
required to be furnished�to the�.Owner.
5, complete performance of such part of the work
as shall not have been terminated by the
notice of termination; and
6. take such action as may:be.necessary, or as
the Engineer may direct,�for the protection
and preservation of the.property related to
its contract which is in the possession of
the Contractor and iri which the Owner has or
. may acquire the rest.
At a time not later than 30 days after the
termination date specified in the notice of
termination, the Contractor may�submit to the
Engineer a list, certified as to quantity and
guality, of any or all items of termination
inventory not pr.eviously disposed oi, exclusive of
items the disposition of which has been directed or
authorized by the Engineer. Not later than 15 days
thereafter, the Owner shall accept title to such
items provided, that the list submitted shall be
subject to verification by the Engineer upon
removal of the items or, if the items are stored,
within 45 days from the date of submission of the
list, and any necessary adjustments to correct �he
list as submitted, sha11 be made prior to final
settlement.
C. TERMINATION CLAIM: Within 60 days after notice of
termination, the Contractor shall submit his
termination claim to the Engineer in the form and
with the certification prescribed by the Engineer.
Unless one or more extensions in writing are
granted by the Owner upon request of the
Contracto.r, made in writing within such 60-day
period or authorized extension thereof, any and all
such claims shall be conclusively deemed waived.
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D. AM�UNTS: Subject to the provisions of Item ;,,�
.. C7-7.16(C), the Contractor and Owner may agree upon
, the whole or any part of the amount or amounts to �
. be paid to the Contractor.by reason of the total or
- partial termination of work pursuant hereto; '�
.. provided', that such agreed amount or amounts shall
never exceed the total contrac�t price as reduced by �
the amount ot payments otherwise made and as �
... further reduced by the contract price of work not
.. :. terminated. The contract shall be amended ,�
� accordingly, and the Contractor shall be paid the
agreed amount. No amount shall be due for lost or
. anticipated profits. Nothing in C7-7.16('E) �
hereafter, prescribing the amount to be paid to the '
Contrac'tor in the event of failure of the "`
: Contractor by reason of the termination of work
�... pursuant to this section,.shall be deemed to limit, �.
. restrict or otherwise determine or affect the �+►
amount or amounts which may be agreed upon to be
paid to the Contractor pursuant to this paragraph. "'�
:E. FAILURE TO AGREE; In the event of the failure of �
. the Contractor and the� Owner to agree as provided
in.C7-7.16�(D) upon the whole amount to be paid to �
the Contractor by reason of the termination of work
pursuant to this section the Owner sha17. determine,
on the basis of information available to it, the �
amount, if any, due to the Contractor by reason of i
the termination and shall pay to the Contractor the
amounts determined. No amount shall be due for �
lost or anticipated profits.
F.. DEDUCTIONS: In arriving at the amou�nt due the
contractor under this section, there shall be
deducted (a) all unliquidated advance or other
payments on account theretotore made to the
Contractor, applicable to the terminated portion of
this contract; (b) any claim which the Owner may
have against the Contractor in connection with this
contract; and ic) the agreed price for, or the
� proceeds of sale of, any materials, supplies or
other things kept by the Contractor or sold,
pursuant to the provisions of this clause, and not
otherwise recovered by or credited to the Owner.
G. ADJUSTMENT: If the termination hereunder be
partial, prior to the settlement of the terminated
portion of this contract, the Contractor may file
with the Engineer a request in writing for an
C7-7 (12)
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�� equitable adjustment of the price or prices
# specified in the contract relating to the continued
portion of the �ontract (the portion not terminated
by the notice of termination), such equitable
�e�, adjustment as may be agreed upon shall be made in
such price or prices; nothing contained herein,
� however; shall limit the right of the Owner and the
Contractor to agree upon the amount or amounts to
" be paid to the Contractor for.the comp�letion of the
,, continued portion of the contract when said
contract�does not contain an.established.contract
� price for such continued portion.
H. NO LIMITATION OF RIGHTS: Nothing contained in this
section shall limit or alter the r.ights which the
Owner may have for termination of . this contract
under C7-?.14 hereof enti.tled "Suspension of
Abandonment of the work and Amendment.of.Contract"
or any other right which Owner may have f or default
or breach of contract by Contractor.
C7-7.17 SAFETY METHODS AND PRACTICES: The Contractor shall be
responsible for initiating, maintaining, and supervising all
safety precautions and programs in connection with.the work at
all times and shall assume all responsibilities for their
enforcement.
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The Contractor shall�comply with federal, state, and locaJ.
' laws, ordinances, and regulations so as to protect person and
,. property f rom injury, including death, or damage in connection
with the work.
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PART C - GENERAL CONDITIONS
C8-S MEASUREMENT AND PAYMENT
SECTION C8-8 MEASUREMENT AND PAYMENT
C8-8.1 MEASUREMENT OF QUANTITIES: Th�e determination of .
quantities of work performed by the Contractor and authorized
by the Contract Documents acceptably completed under the terms
of the Contract Documents shall be made by the:Engineer,.based
on measurements made by the Engineer. These�.measurements'will
be made according to the United States 5tandard°Measurements
used in common practice, and will be the actual length, area,
solid contents, numbers, and wei.ghts of the. materials and
items installed.
C8-8.2 UNIT PRICES: When in the Proposal a"Unit Price" is
set forth, the said "Unit Price" shall include�the f urnishing
by the Contractor of all labor, tools, materials, machinery,
equipment, appliances and appurtenances�necessary for�the
construction of and the completion.in a manner acceptabTe to
the Engineer of a11 work to be done under these Contracfi.
Documents. ��
The "Unit Price" shall include all permanent and temporary
protection of overhead, surface, and underground structures,
cleanup, finished, overhead expense, bond, insurance, patent
fees, royalties, risk due to the e7.ements and other causes,
delays� profits, injuries, damages claims, taxes, and all
other items not specifically mentioned that may be required to
fully construct each item of the work complete•in place and in
a satisfactory condition for operation.
C8-8.3 LUMP SUM: When in the Proposal a"Lump Sum" is set
forth, the said "Lump Sum" shall represent the total cost f or
the Contractor to furnish a11 labor, tools, materials,
machinery, equipment, appurtenances, and all subsidary work
necessary for the construction and completion of all the work
to provide a complete and functional item as detailed in the
Special Contract Documents and/or Plans.
C8-8.4 SCOPE OF PAYMENT: The Contractor shall receive and
accept the compensation, as herein provided, in f ull payment
for furnishing all labor, tools, materials, and incidentals
for performing all work contemplated and embraced under these
Contract Documents, for all loss and damage arising out of the
nature of the work or from the action of the elements , i or any
unforeseen defects or obstructions which may arise or be
encountered during the prosecution of the work at any time
C8-S (1)
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before its final acceptance by the Owner, (except as provided �
in paragraph C5-5.14) for all risks of whatever description �+
connected with the prosecution of the work, for all expense
incurred by or in consequence of suspension or discontinuance "
�, of such prosecution of the working operations as herein ,,,�
� specified, or any and all infringements of patents,
trademarks, copyrights, or other legal reservations, and for P,�
completei.ng the work in an acceptable manner according to the �
terms of the Contract Documents. •
The"payment of any�current or partial estimate prior to final
' acceptance of the work by the Owner shall in no way constitute
an a�cknowledgment of the acceptance of the work, materials, or
equipment, nor in any way prejudice or affect the obligations
of the Contractor to repair, correct, renew, or replace at his
own and proper expense any defects or imperfections in the
construction or in the strength or quality of the material
used.,.or equipment or machinery furnished in or about the
cons.truction of the work under contract and its appurtenances,
or any damage due or attributed to such defects, which
def e'cts, imperfection, or damage sha11 have been discovered on
or before the final inspection and acceptance of work or
during the one year guaranty period after final acceptance.
� The Owner shall be the s.ole judge of such defects,
imperfections, or damage, and the Contractor shall be liable
to t.he Owner for failure to correct the same as provided
here�in.
C8--8.5 PARTIAL ESTIMATES AND RETAINAGE: Between the lst and
5th day of each month the Contractor �shall submit to the
Engineer a statement showing an estimate of the value of the
work done during the previous month, or estimate period under
the Contract Documents. Not later than the 10th day of the
month the Engi.neer sha11 verify such estimate, and if it is
found to be acceptable �and the value of work performed si.nce
the last partial payment was made exceeds one hundred dollars
($100.00) in amount, 90$ of such estimated sum will be paid to
the Contractor if the total contract amount is less than
$400,000, or 95� of such estimated sum will be paid to the
Contractor if the total contract amount is $400,000 or greater
within twenty-five t25) days after the regular estimate period.
The City will have the option of preparing estimates on forms
furnished by the City. The partial estimate may include
acceptable nonperishable materials delivered to the work which
are to be incorporated into the work as a permanent part
thereof, but which at the th� time of the estimate have not
be�n ins�alled. (such payment will be allowed on a basis of
85$ of the net invoice value thereof.) The Contractor shall
f urnish the Engineer such information as he may request to aid
C8-8 (2)
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him as a guide in the verification or the preparation of
partial estimates.
It is understood that the partial estimate from month to month.
will be approximate only, and all partial monthly est�mates
and payment will be subject to correction•in the estimate
rendered following the discovery of an error .in any. previous
estimate,and such estimate shall•not, in.any respect, be taken
as an admission of the Owner of the amount of�work.done'or of
its quality of sufficiency, or as an acceptance of �the work
dane or the release of the Contractor of any of.his
responsibilities.under the Contract Documents. . .
� The City reserves the right to withhold the'payment�of any
� monthly estimate if the contractor fails to perform the work
strictly in accordance with the specifications or provisions
� of this contract.
�� C8-8.6 WITHHOLDING PAYMENT: Payment� on a,n,y�.esti:mate or
estimates may be held in abeyance if the.performance'of,the
� construction operations is not in accordance with..the
:. requirements of the Contract Documents.
r" C8-8.7 FINAL ACCEPTANCE: Whenever the improvements provided
4, for by the Contract Documents sha.11 have been�completed and
all requirements of the Contract Documents.shall,have.been
. fulfilled on the part of the Contractor, the,Contractor.shall
notif y the Engineer in writing that the improvements are ready
° for the final inspection. The Engineer shall notify the
w appropriate,officials of the Owner, will within a reasonable
time make such final inspection, and if the work is
satisfactory, in an acceptable condition, and has been
completed in accordance with the terms of the Contract
Documents and all approved modifications thereof, the Engineer
will i�nitiate the processing of the final estimate and
recommend final acceptance of the project and final payment
� therefor as outlined in C8-8.8 below.
C8-8.8 FINAL PAYMENT: Whenever all the improvements provided
for by the Contract Documents and all approved modifications
there�f shall have been completed and all requirements of the
Contract Documents have been fulfilled on the part of the
Contractor, a final estimate showing the value of the work
will be prepared by the Engineer as soon as the necessary
measurements, computations, and checks can be made.
• All prior
subject to
payment.
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estimates upon which payment has been made are
necessary corrections or revisions in the final
C8-8 (3)
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The amount o£ the final estimate, less previous paymerits and
any sum that have been deducted or retained under the
• provisions of the Contract Documents,.will be paid to the
Contractor within 60 days after final acceptance by the Owner.
on a proper resolution of the City Council, provided the
� Contractor has furnished to the Owner satisfactory evidence of
payment as follows: Prior to submission •of the final estimate
for payment, the Contractor shall execute an affidavit, as
furnished by the City, certifying that all persons, firms,
associations, corporatians, or other organizations furnishing
labor and/or materials have been paid in full, that the wage
sca':le established by the City Council in the City of Fort
x Worth has been paid, and that there are no claims pending for
personal injury and/or property damages. '
The acceptance by the Contractor of the last or final payment
as aforesai,d shall operate as and shall'release the Owner from
all"claims or liabilities under the Contract for anything done
or furnished or relating to the work under Contract Documents
or any act or neglect of said City relating to or connected
with the Contract.
The�making of the
the'Contractor of
Contract Documents
final payment by the Own,er shall not.relieve
any.guarantees or other requirements of the
which specifically continue thereafter.
C8-8.9 ADEQUACY OF DESIGN: It is understood that the Owner
believes it has employed competent Engineers and designers to
prepare the Contract Documents and all modifications of the
approved Contract Documents. It is, therefore, agreed that
the Owner shall be responsible for the adequacy of its own
design features, sufficiency of the Contract Documents, the
safety of�the structure, and the practicability of the
operations of the completed project, provided the Contractor
has complied with the requirements of the said Contract
Documents,.all approved modifications thereof, and additions
and alterations thereto approved in writing by the Owner. The
burden of proof of such compliance shall be upon the
Contractor to show that he has complied with the said
requirements of the Contract Document�, approved modifications
thereof, and all approved additions and alterations thereto.
C8-$.10 GENERP,L GUARANTY: Neither the final certificate of
payment nor any provision in the Contract Documents nor
partial or entire occupancy or use of ihe premises by the
Owner sha11 cons'titute an acceptarice of work not done in
accordance with the Contract Documents or relieve the
Contractor of liabilit_y in respect to any express warranties
or responsi�bility for faulty materials or workmanship. The
Contractor shall remedy any defects or damages in the work and
C8-8 (4)
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pay for any damage to other work resulting therefrom which
shall appear within a period of one year from the date of
final acceptance of the work unless a longer period is
specified andshall furnish a good and sufficient maintenance
bond in the amount of 100 percent of the amount of the
contract which shall assure the performance of the general
guaranty as above outline. The Owner will.g.ive notice of
observed defects with reasonable promptness. .
� C8-8.11 SUBSIDIARY WORK: �Any and all�work speci.fically
' governed by documentary •requirements for the�,.project�, .:such .as
conditions imposed by the Plans, the:General�..Contract
� Documents or these Special Contract Documents, in which no
� specific item for bid has been provided for in the Proposal,
shall be considered as a subsidiary item of �work, the cost of
�" which shall be included in the price bid in the Proposal, for
;, each bid item. Surface restoration, rock. excavati:on :and
cleanup are general items of work which fall.in the,category
� of subsidiary work.
� C8-8.12 MISCELLANEOUS PLACEMENT OF MATERIAL:. Material may be
allocated under various bid iterns in the Proposal to .establish
� unit prices for miscellaneous placement,of material. These
�. materials shall be used only when directecl by .the Engineer,
depending on field condi�ions. Paym�nt for:miscellaneous
� placement of material will be made for only that amount of
� material used, measured to the nearest one-tenth unit.
Payment for miscellaneous placement of material shall be in
F accordance with the General Contract Documents regardless of
the actual amount used for the project.
C8-8.13 'RECORD DOCUMENTS. Contractor shall keep on record a
copy of all specifications, plans, addenda, modifications,
shop drawings and sampl.es at the site, in good order and
annotated to show all changes made during the construction
process. These shall be delivered to Engineer upon complefi.ion
of the work.
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Section C1 �°
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Supplementary Conc,itions
To Section C m
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NOTE:
These contract documents incorporate both Part C- General Conditions ( Water Department )
and the Standard Specifications for Street and Storni Drain Construction ( Transportation and
Public Works ). In the event of a conflict between the two, Part C- General Conditions shall
apply to Unit I, Sections A& B, and the Standard Specifications for Street and Storm Drain
Construction shall apply to Unit II.
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� SECTION C1:
�, SUPPLEMENTARY CONDITIONS TO PART C- GENERAL CONDITIONS
�. A. General
• These Supplementary Conditions amend or supplement the General Conditions of the
�
Contract and other provisions of the Contract Documents as indicated below. Provisions
which are not so amended or supplemented remain in full force and affect.
B. C3-3.2 MINORITY BUSINESS ENTERPRISE/WOMEN-OWNED BUSINESS
ENTERPRISE COMPLIANCE: Page C3-3 (1), should be deleted in its entirety and
replaced with the following:
, Upon request, Contractor agrees to provide to Owner complete and accurate information
regarding actual work performed by a Minority Business Enterprise (MBE) and/or a
' Woman Business Enterprise (WBE) on the contract and payment therefore. Contractor
further agrees to permit an audit and/or examination of any books, records or files in its
� possession that will substantiate the actual work performed by an MBE and/or WBE.
The misrepresentation of facts (other than a negligent misrepresentation) andlor the
� commission of fraud by the Contractor will be grounds for termination of the contract
� and/or initiating action under appropriate federal, state or local laws or ordinances
relating to false statements; fiu-ther, any such misrepresentation (other than a negligent
� misrepresentation) and/or commission of fraud will result in the Contractor being
determined to be irresponsible and barred from participating in City work for a period of
time of not less than three (3) years.
C. C3-3.7 BONDS: Page C3-3 (3), the paragraph after subparagraph d. Change the
�� paragraph to read as follows:
� "No sureties will be accepted by the owner which are at the time in default or delinquent
� on any bonds or which are interested in any litigation against the Owner. All bonds shall
�
be made on the forms furnished by the Owner and the surety shall be acceptable to the
' owner. In order for a surety to be acceptable to the City, (1) the name of the surety shall
be included on the current U.S. Treasury List of Acceptable Sureties {Circular 870}, ar
(2) the surety must have capital and surplus equal to ten times the amount of the bond.
The surety must be licensed to business in the state of Texas. The amount of the bond
` shall not exceed the amount shown on the Treasury list or one-tenth (1/10) of the total
capital and surplus. If reinsurance is required, the company writing the reinsurance must
� be authorized, accredited or trusteed to do business in Texas."
D. C8-8.5 PARTIAL ESTIMATES AND RETAINAGE: Page C8-8 (2), should be deleted in
� its entirety and replaced with the following:
Partial pay estimates shall be submitted by the Contractor or prepared by the City on the
Sth day and 20th day of each month that the work is in progress. The estimate shall be
�, proceeded by the City on the l Oth day and 25th day respectively. Estimates will be paid
within 25 days following the end of the estimate period, less the appropriate retainage as
' set out below. Partial pay estimates may include acceptable nonperishable materials
delivered to the work place which are to be incorporated into the work as a permanent
Revised P�. 1
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' part thereof, but which at the time of the pay estimate have not been so installed. If such
, materials are included within a pay estimate, payment shall be based upon 85% of the net
voice value thereof. The Contractor will furnish the Engineer such information as may be
r reasonably requested to aid in the verification or the preparation of the pay estimate.
� For contracts of less than $400,000 at the time of execution, retainage shall be ten per
► cent (10%). For contracts of $400,000 or more at the time of execution, retainage shall
; , be five percent (5%).
w Contractor shall pay subcontractors in accord with the subcontract agreement within five
(5) business days after receipt by Contractor of the payment by City. Contractor's failure
" to make the required payments to subcontractors will authorize the City to withhold
.- future payments from the Contractor until compliance with this paragraph is
accomplished.
It is understood that the partial pay estimates will be approximate only, and all partial pay
� estimates and payment of same will be subject to correction in the estimate rendered
� following the discovery of the mistake in any previous estimate. Partial payment by
� Owner for the amount of work done or of its quality or sufficiency or acceptance of the
, work done; shall not release the Contractor of any of its responsibilities under the
` Contract Documents.
� The City reserves the right to withhold the payment of any partial estimate if the
Contractor fails to perform the work in strict accordance with the specifications or other
provisions of this contract.
� E. C3-3.11 INSURANCE: Page C3-3 (5): Delete subparagraph "a. COMPENSATION
INSURANCE"
� F. C3-3.11 INSURANCE: Page C3-3 (6): Delete subparagraph "g. LOCAL AGENT FOR
a INSURANCE AND BONDING"
r G. C6-6.12 CONTR.ACTOR'S RESPONSIBLITY FOR DAMAGE CLAIMS: Page C6-6
(8), should be deleted in its entirety and replaced with the following:
Contractor covenants and agrees to indemnify City's engineer and architect, and their
personnel at the project site for Contractor's sole negligence. In addition, Contractor
` covenants and agrees to indemnify, hold harmless and defend, at its own expense, the
� Owner, its officers, servants and employees, from and against any and all claims or suits
�
for property loss, property damage, personal injury, including death, arising out of, or
alleged to arise out of, the work and services to be performed hereunder by Contractor, its
� officers, agents, employees, subcontractors, licensees or invitees, wl:etlter or not any
� suclt injury, dam�ge or deatla is caused, in whole or in part, by tlte ne�li,�ence or
alleged ne,�ligence of Owner, its offcers, servants, or employees. Contractor likewise
� covenants and agrees to indemnify and hold harmless the Owner from and against any
� and all injuries to Owner's officers, servants and employees and any damage, loss or
destruction to property of the Owner arising from the performance of any of the terms and
� conditions of this Contract, wltetlzer or not any suclt injccry or damage is caused in
� whole or in part by t/ie negligence or alle�ed ne�ligence of Owner, its offcers, servants
� Revised Pg. �
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or emp[oyees..
In the event Owner receives a written claim for damages against the Contractor or its
subcontractors prior to final payment, final payment shall not be rnade until Contractor
either (a) submits to Owner satisfactory evidence that the claim has been settled and/or a
release from the claimant involved, or (b) provides Owner with a letter from Contractor's
liability insurance carrier that the claim has been referrecl to the insurance carrier.
The Director may, if he deems it appropriate, refuse to accept bids on other City of Fort
Worth public work from a Contractor against whom a claim for damages is outstanding
as a result of work performed under a City Contract.
Revised
6/04/99
Pg. 3
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� PART D- SPECIAL CO� DITIONS
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D-1 AWARD OF CONTFZi4G�T.s ...:............................:.:....................................................SC-4
D-2 SUBMISSION OF CONTRACT DOCUMENT� ... ...................................................SC-4
D-3 GENERAL ..........................................................�...................................................SG-5
D-4 TAX EXEMPTIONS ........................................... ....................................:.............:�G7
, .
D-5 PROJECT DESIGNATION ................................. ....................................................SG-7
D-6 EQUAL EMPLOYMENT PROVISIONS .:............. .....................................................SG7
D-7 PRE-CONSTRUCTION CONFERENCE ............. ...............�...........................:.........SC-7
D-8 COORDINATION MEETINGS ............................ ....................................................SC-7
D-9 PROJECT ABANDONMENT ..............................._...................................................S�-7
D-10 BREAKDOWN OF BID PROPOSAL ..................�. ....................................................SC-7
D-11 INDEMNIFICATION............� ............................`..� ...................................................�C-7
D-12 CONTRACTOR COMPLIAf�CE WITH WORKEF'S COMPENSATION LAW...........SC-8
D-13 MINORITY AND WOMENS BUSINESS ENTERFRISE (MNVBE) COMPLIAIVCE...SC-10
D-14 CALENDAR DAY ............................................... ................................................. SC-12
D-15 SUBSIDIARY WORK......,.... � ............................... ..................................................SC-12
Q'1�6 VVAG� F2P+TES ;. ... .. ... ................. ..... ................. �C-1�2
[� �1;7 , �ASE{MENT� ��ND R�RM�I.TS , .:�, ... '..,... ...' :. ..............................:..... SC,14
, ... . ... . .: .... . ... ... . . . ., ,... .. . .. . � . :
D-18 COORDINATION WITH FOI�T WORTH WATE� DEPARTMENT .........................SC-14
D-19 DAMAGE TO PRIVATE PR�PERTY .............. .... ............................. .SC-14
D=20 SHOP..QRAWINGS;....:.....� .........:.........:.......... � ,, .:.....:.................:,.... �C=1�4
:. , . ,. ,t.,yx . . • r . .' .
D-21 CROSSING OF EXISTING �1TILITIES ...............� ..................................................SC-15
D-22 EXISTING UTILITIES AND IMPROVEMENTS..� .. ................................................SC-15
D-23 CONSTRUCTION TRAFFIC OVER PIPELINES' _.. ...............................................SC-16
D-24� TRAFFIC CONTROL .......................................... ..................................................SC-16
Q-25 PAYMENT ............................................................................................................S�-17
D-26 DELAYS ............................................................ .................................................SC-17
D-27 DETOURS ......................................................... � ..................................................SG-17
D-28 BARRICADES AND WARNING SIGNS .............� ..................................................SC-18
D-29 EXAMINATION OF SITE ...................................:� ..................................................SC-18
D-30 ZONING COMPLIANCE " ........SC-18
....................................: ..........................................
D-31 WATER FOR CONSTRUCTION ........................�..................................................S.C-18
D-32 WASTE MATERIAL ........................................... .................................................SC-18
D-33 CLEANUP FOR FINAL ACCEPTANCE ............. ..................................................SC-18
D-34 PROPERTY ACCESS ....................................... ..................................................SC-18
D-35 CONSTRUCTION SCHEDULE AND SEQUEN�NG OF WORK ..........................SC-18
D-36 SAFETY RESTRICTIONS - WORK NEAR HIG�-"VOLTAGE LINES .............:.......�SC-18
D-37 CONTRACTOR'S RESPONSIBILITY FOR DAN�GE CLAIMS .............................SC-19
D-38 SANITARY FACILITIES FOR WORKERS......... ,� ...................................................SC-20
D-39 LEGAL RELATIONS AND RESPONSIBILITfES i O THE PUBLIC ........................SG20
D-40 RIGHT TO AUDIT .............................................. ..................................................�C-20
D-41 INCREASE OR',D�ECREASE 1N:C�U/1NTI•TIES:... ,..., ........:.....�.....:......�.............: :SC 21
. . . �.. . . , ... .
D-42 CUTTING OF CONCRETE ................................: ..................................................SG-21
D-43 PROJECT DESIGNATION SIGN ....................... ..................................................S.G22
D-44 CONCRETE SIDEWALK AND DRIVEINAY REF ACEMENT ...............................SC-22
D-45 MISCELLANEOUS PLACEM�NT OF MATERIA _ .................................................SC-22
D-46 TYPE "C» BACKFILL .......................................... ..................................................SC-22
D-47 CRUSHED LIMESTONE BACKFILL .....:............ � .........................................:........SC-23
D-48 2:27 CONCRETE ............................................... ..................................................S�C-23
D-49 TRENCH EXCAVATION, BACKFILL AND COM 'ACTION ....................................S�C-23
o�✓�aiss SC-1
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D-51
D-52
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D-54
D-55
D-56
D-57
D-58
D-59
D-60
D-6'I
D-62
D-63
D-64
D-65
D-66
D-67
D-68
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80.1
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PART D - SPECIAL CON �ITIONS
PAVEMENT REPAIR (E2-19) ............................... ..............S�-25
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TRENCH SAFETY SYSTEM FOR WATER DEPA TMENT PROJECTS ONLY...SC-25
SANITARY SEWER MANHOLES ........................:° ...............................................S.C-26
SANITARY SEWER SERVICES .......................... °...............................................S.C-29
NOTUSED ...........................:............................... ................................................S�-30
REMOVAL, SALVAGE AND ABANDONMENT O EXISTING FACILITIES...........SC-30
DETECTABLE WARNI`NG TAPES ....................... ...............................................�C-32
PIPECLEANING .............:.................................... ................................................S.C-32
BARRICADES, WARNINGS AND FLAGMEN ...... ................................................SC-32
DISPOSAL OF SPOIL/FILL MATERIAL ............... �...........................................,....SC-32
MECHANICS AND MATERIALMEN'S LIEN ........ . ................................................SC-33
SUBSTITUTIONS ................................................ ..........................................:.....SC-33
I�RECONSTRUCTION TELEVISION INSPECTIC� �/SANITARY SEWER LINES..SC-33
VACUUM TESTING OF SANITARY SEWER MA�JHOLES ...................................SC-36
BYPASSPUMPING ............................................. .................................................SC-38
POST-CONSTRUCTION TELEVISION INSPECi� ON OF SANITARY SEWERS..SC-38
SAMPLES AND QUALITY CONTROL TESTING :................................................SC-40
TEMPORARY EROSION SEDIMENTS AND WA "ER POLLUTION CONTROL...SC-40
INGRESS AND EGRESS/ ACCESS TO DRIVES ................................................SC-41
PROTECTION OF TREES, PLANTS AND SOIL.� ................................................SC-41
SITE RESTORATION .........................................�.:........................ ...................SC-41
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STANDARD PRODUCT LIST .............................. ........................................:......SC-42
STATE REVOLVING FUND (SRF) REQUIREME JTS ...........................................SC-42
TOPSOIL, SODDING AND SEEDING � ........................SC-42
................ .........................
CONFINED SPACE ENTRY PROGRAM ............ ..........................................:�......SC-47
, . . . . . . .
SUBSTANTIy4L CQII�IPL�TION IN�PE:CTION/FI:�AL INSPECTI�ON �.�,.. ..::.....::.��C-48
...,. . . . . ,
EXCAVATION NEAR TREES .............................�;................................................S.C-48
CONCRETE ENCASEMENT OF SEWER PIPE .� ................................................SC-49
CLAYDAM ......................................................... .................................................SC-49
EXPLORATORY EXCAVATION (D-HOLE) ........ .................................................SC-49
INSTALLATION OF WATER FACILITIES ...........: .................................................SC-49
.
POLYVINYAL (CHLORIDE PVC) WATER PIPE ..................................................SC-49
BLOCKIN� ....................�..................................... .................................................S�-50
TYPE OF CASING PIPE ..................................... ,.................................................SG-50
TIE-I NS ......................................... .........'............ -........................................... ......SG50
CONNECTION OF EXISTING MAINS ............... �..............................................�...SC-50
VALVECUT-INS ................................................ ................................................S.C-51
WATER SERVICES ........................................... .........,................:......................SC-51
2-INCH TEMPORARY SERVICE LINE .............. ..................................................SC-53
ADJUST MANHOLES AND VAULTS (UTILITY �iJT) ............................................SC-54
ADJUST WATER VALVE BOXES .....................�.................................................�C-54
PURGING AND STERILIZATION OF WATER L�,JES ............................................SC-54
WORK NEAR PRESSURE PLANE BOUNDARI S ...............................................SC-55
WATER SAMPLE STATION ............................... ..................................................SC-55
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DUCTILE�IF�ON AND GRAY 1RON FITTINGS..._ �. � �SC-55
., .................................................
SPRINKLING FOR DUST CONTROL ................ ...................................................SC-56
DEWATERING .................................................. .. .................................................. S.C-56
TRENCH EXCAVATION FOR DEEP TRENCHE� ......:.........................................SC-56
TREEPRUNING ............................................... ..................................................�.C-56
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PART D- SPECIAL CON � ITIONS
D-85 TREE REMOVAL ..................................................�a..............................................�G57
D-86 TEST HOLES ........................:.............................. .....................................:....:...S.C-57
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PART D - SP�CIAL CONDi:I'IONS
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FOR: HIGHLAND HILLS STORM DRAIN IMPROVEMENTS
Water Project No.: PW53-060530175080
Sewer Project No.: PS58-070580174270
Transportation & Public Works Project No. C711-02 111-02888
DOE Project Number 0765
D-1 AWARD OF CONTRACT: The City reserves the right � abandon without obligation to the
contractor, any part of the project, or the entire project, at an# time before the contractor begins
a�y construction work authorized by the City. Award, if ma� e, shall be to the responsive low
bidder.
The following shall apply for contract documents with multiple nits of work. Each unit represents
a separate project, each with an individual M/WBE specif� ation and proposal sectibn. The
proposal sections are arranged to allow prospective bidders #. submit bids on one unit, some of
the units, or all of the units. Award of contract(s), if made, sha be to the responsive low•bidder for
each individual unit. If a contractor is the responsive low bidd � r on two units or more, a single set
of contract documents consisting of all appl.icable units will created and one single award of
contract shall be made. The Contractor shall comply with th City's M/WBE Ordinanc� on each
unit. Bidders shall submit individual and separate monthly M,�lVBE reports for each Unit included
in the Contract.
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Construction time on all units will run concurrently. For situ -�tions involving approved contracts
with multiple units, the total allowable construction completion time period for all the units, shall be
("� the same as the unit with the lon,gest construction time period. .
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D-2 SUBMISSION OF CONTRACT DOCUMENTS, COI�STRUCTION START TIME AND
� PRE-CONSTRUCTION SUBMITTALS: The contractor(s) sf �II execute and return the contract
documents to the Department of Engineering within ten (10) �orking days after notification by the
City.
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A Pre-Construction meeting date will be established and not�;,�l in the Letter to Contractor. The
effective work order date will be set at the pre-construction co -ference.
The contractor(s) shall be required to start construction or the project no later than ten (10)
calendar working days after the pre-construction meeting d�te. The City shall begin to charge
time on the project to the contractor eleven days after the pre-:onstruction meeting date.
Per City ordinance 11923, the contractor(s) shall submit tf-: letters of intent or a copy of the
agreements with the approved M/WBE subcontractor(s) at or before the pre-construction
conference. To expedite M/WBE compliance contractors ar > strongiy encouraged to submit fhe
executed letters of inten't (with M/WBE subcontractors) at the time of submittal of the
UTILIZATION FORM or GOOD FAITH EFFORT FORM. T e letter(s) must be signed by both
parties. If the contractor(s) fails to submit the letter(s) or a eement(s), the contractor(s) will not
be allowed to begin work. Time on the project will start to �cumulate at the end of the ten (10)
days as stipulated above.
Additional submittals at time of pre-construction meeting shal � include (but not limited to):
Oa/18/99
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Q PART D- SPECIAL CONpITIONS
� Contractors Work Pian and Schedule �
Disposal Site for Waste Material Information
Sub-Contractor ldentification
� Trench Safety Design (if required) �
Confined Space Entry Program
Name and number of a responsible person for off ho r emergencies
Project schedule which must reflect a project com�etion date to be determined by the
� completion time period stipulated in the proposal sec � n.
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(� The pre-construction conference is intended as a forun between the contractor and the
U appropriate City staff to go over the project in detail and to ;�ford the contractor the opportunity to
submit all the required documents listed above.
� If the contractor fails to submit any of the required documen��, the contractor will not be allowed to
begin work and time on the project will start to accumulate. �
� D-3 GENERAL:
� The order or precedence in case of conflicts or
Contract Do�uments subject to the ruling of the
follow the guidelines listed below:
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1. Plans
2. Contract Documents
3. Special Conditions
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discrep�ncies between various parts of the
Engineer shall g�nerally, but not necessarily,
The following Special Conditions shall be applicable to th � project and shall govern over any
conflicts with the General Contract Documents under the pr isions stated above. The Contractor
shall be responsible for defects in this project due to fault materials and workmanship, or both,
for a period of one (1) year from date of final acceptance o this project by the City Council of the
City of Fort Worth •and will be required 'to replace at his �pense any part or all of this project
which becomes defective due to these causes.
The City reserves the right to abandon, without obligatio i to the Contractor, any part of the
project, or the entire project, at any time before the Co ` actor begins any construction work
authorized'by the City. Contract, if awarded, shall be as de �ribed in "Award of Contract" above.
Subject to modifications as herein contained, the Fort orth Wati'er Department's General
Contract Documents and General Specifications, with lat �t revisions, are made a part of the
General Contract Documents for this project. The Plans, t�se Special C�ntract Docu�nents and
the rules, .regulations, requi�ements, instc.uctions, drawings r details referred to by manufacturers
name, or identification include therein as specifying, r'erring or implying product control,
perFormance, quality, or other shall be binding upon the� contractor. The specifications and
drawings shall be considered cooperative; therefore, work��r material called for by one and not
shown or mentioned in the other shall be accomplished or f�`nished in a faithful manner as•tMough
required by all.
Any Contractor performing any work on Fort Worth water o � sanitary sewer facilities must be pre-
qualified with the Water Department to perform such �-ork in accordance with procedures
o��siss SC-5
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PART D- SPECIAL CON { ITIONS �
described in the current Fort Worth Water Department G, eral Specifications, which general
specifications shall govern perform�h�e of all such work. " ,
This contract and project, where applicable, may also be got�rned by the two following published
specifications, except as modified by these Special Provision: :
1. STANDARD SPECIFICATIONS FOR STREET AND 3TORM DRAIN CONSTRUCTION -
CITY OF FORT WORTH
2. STANDARD SPECIFICATIONS FOR PUBLIC WC?RKS CONSTRUCTION -' NORTH
CENTRALTEXAS ;
A copy of either of these specifications may be purchased �- the office of the Transportation and
� Public Works Director, 1000 Throckmorton Street, 2nd FI �or, Municipal Building, Fort Worth,
Texas 76102. The specifications applicable to each pay ite are indicated by the call-out for the
pay item„by the designer. If not shown, then applicable pub shed specifications in either of these
� documents may be followed at the discretion of the Contract•r. G�neral Provisions shall be those
of the Fort Worth document rather than Division 1 of the No r Central Texas document.
� Bidders shall not separate, d�tach or remove any po :ion, segment or sheets from the
contract document at any time. Failure to bid or fully :xecute contract without retaining
contract documents intact may be grounds for designa�:ing bids as "non-responsive" and
{�l rejecting bids or voiding contract as appropriate as dete�mined by the City Engineer.
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INTERPRETATION AND PREPARATION OF PROPOSAL:
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DELIVERY OF PROPOSAL: No proposal will be
accompanied by its proper Bid Security, to the Purcha
the o�cial location and sfated time set forth in the "Noi
responsibility to deliver the proposal at the proper time t
a proposal was dispatched will not be considered.
actually delivered. Each proposal shall be in a sealed �
"PROPOSAL", and the name or description of the pr
Bidders". The envelope shall be addressed to the Pu
Purchasing Division, PO Box 17027, Fort Worth, Texas
considered unless it is delivered,
`ng Manager or his representative at
�e to Bidders". It is the Bidder's sole
� the proper place. The mere fact that
�he Bidders must have the proposal
�velope plainly marked with the word
�ect as designated in the "Notice to
�hasing Manager, City of Fort Worth
�610�.
WITHDRAWING PROPOSALS: Proposals actually file with the Purchasing Mana�ercannot
be withdrawn prior to the time set for apening proposal A request for non-consideration of a
proposal must be made in writing, addressed to the Ci Manager, and filed with tiim prior to
the time set for the opening �of proposals. After I proposals not requested for non-
consideration are opened and publicly read aloud, the roposals for which non-consideration
requests have been properly filed �, at the option of t le Owner be returned unopened.
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C. TELEGRAPHIC MODIFICATION OF PROPOSALS: A�iy �bidder may modify his proposal by
telegraphic communication at any time prior to the ti �� set for opening proposals, provided
such telegraphic communication is received by the archasing Manager prior to the said
proposal opening time, and provided further, that the ity Manager is satisfied that a written
and duly �authenticated confirmation of such telegraphi communication over the signature of
the bidder was mailed prior to the proposal opening tirr�. If such confirmation is not received
o��aiss SC-6
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� PART D - SPECIAL COND�ITIONS
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within forty-eight (48) hours after the proposai opening
given to the proposal.
, no further consideration will be
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�D-4 TAX EXEMPTIONS: This contract is issued by
exemption pursuant of the provisions of Article 20.04(F) of
Use Tax Act. All equipment and materials not consume
construction, are subject to State sales tax under House E
such taxes shall be included in the various amounts on the F
shall be required to submit a breakdown between labor,and
contract.
°n organization which qualifies for
�a Texas Limited Sales, Excise and
•by or incorporated into the project
I 11, enacted August 15, 1991. All
�posal Form. The successful Bidder
aterial costs prior to execution of the
D-5 PROJECT DESIGNATION: Construction under " ese Special Documents shall be
� performed under the Project Designation: Project No. PS46- � 046410260
D-6 EQUAL EMPLOYMENT PROVISIONS: Contractol� shall comply with City Ordinance
�j Number 7278�as amended by City Ordinance Number 7400 ���=ort Worth City Code Sections 13-A-
E-� 21 through 12-A-29) prohibiting discrimination in employmen� practices.
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The Contractor shall post the required notice to that effect 1 the project site, and at his request,
will be provided assistance by the City of Fort Worth's Eq �I Employment Officer who will refer
any qualified applicant he may have on file in his office to th ontractor. Appropriate notices may
be acquired from the Equal Employment Officer. �
D-7 PRE-CONSTRUCTION CONF�RENCE: Before tP
construction conference shall be held with representatives
Engineering Department, City Water Department, City Pub
City Departments (such as Traffic), interested utility com
� electric), Design Engineer and the suc�essful Contractor.
operations at th.e pre-construction conference.
project work order is issued, a pre-
the following agencies' present: City
Works Department, other interested
inies (such as gas, telephone, and
ontractor shall submit a schedule of
� D-8 COORDINATION MEETINGS: For coordination pur3�ses, weekly meetings at the job site
may be required to maintain the project on the desi�-ed sche lule. The Contractor shall be present
at all, meetings.
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D-9 PROJECT ABANDONMENT: The City reserves the right to abandon, without obligation to
the Contractor, any part of the project, or the entire proj �t, at any time before the Contractor
begins any construction work authorized by the City.
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D-10 BREAKDOWN OF BID PROPOSAL: When requ ated by the Engineer, the Contractor
shall furnish a cost breakdown of thos�� bid items shown in e Proposal as lump sum items. This
information is for use in the preparation of a recommendati �� to the City for award of contract.
D-11 INDEMNIFICATION: The Contractor agrees, to ully indemnify and save whole and
harmless the City, Owner and Engineer from all costs o damages arising out of any real or
asserted claim or cause of action against it of any kind or v aracter and in addition �rom any and
all costs or damages arising out of any wrongs, injuries, de ands or suits for damages, either real
or asserted, claimed against it that may be occasion by any act, omission, ,neglect or
misconduct of the said Contractor, hi� agents, servants a, d employees. The Contractor further
agrees to comply with all applicable haws, regulations, ordin`�nces, building and construction codes
o��aiss SG7
� PART D- SPECIAL COND TIONS
� . of the City of Fort Worth and State of Texas �and with any reg� .ations for the protection of workers
which may be promulgated by the Government and shall pr �tect such work with alf necessary
lights, barriers, safegua'rds and warnings as are provided f in said specifications and �in the
� ordinances of said City. �
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D-12 CONTRACTOR COMPLIANCE WITH WORKER'S C�VIPENSATION LAW:
A. Definitions:
1. Certification of coverage ("certificate"). A copy of a ce-�tificate of insurance, a certificate of
authority to self-insure issued by the commission, or�� coverage agreement (TWCG-81,
TWCC-82, TWCC-83, or TWCC-84), showing statuto workers' compensation insurance
coverage for the person's or entity's employees prov�ding services on a project, for the
duration of the project. ��
2. Duration of the project - includes the time' from the t�ginning of the work on the project
� until the contractor's/person's work on the project ha� been completed and �ccepted by
the governmental entity. _�
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3. Persons providing services on the project ("subco�ractor" in §406.096)- includes all
persons or entities performing all or part of the servic s the contractor" has undertaken to
perForm on the project, regardless of whether that �erson contracted directty with the
contractor and regardless of whether that person ha�� employees. This includes, without
limitation, independent contractors, subcontractors, �easing companies, motor carriers,
� owner operators, employees of any such entity, or em �loyees of any entity which furnishes
persons to provide services on the project. "Services" include, without limitation, providing,
hauling, or delivering equipment or materials, or pro iding labor, transportation, or other
services related to a project. "Services" does not incli de activities unrelated to the project,
such as food/beverage vendors, office supply deliveri�, and delivery of portable toilets.
B. The Contractor shall provide coverage, based on pro�er 'eporting of classification codes and
payroll amounts and filing of any coverage agreer �ents, which meets the �statutory
requirements of Texas Labor Code, Section 401.011(44 or all employees of the Contractor
providing services on the project, for the duration of the p�ject.
C. The Contractor must provide a certificate of coverage to ie governmental entity prior to being
awarded the contract. �
D. If the coverage period shown on the contractor's curre � certificate of coverage ends during
the duration of the project, the contractor must, prior to �e end of the coverage period, file a
new certificate of coverage with the governmental ent� showing that coverage has been
extended.
� E. The C,ontractor shall obtain from each person providing prvices on a project, and provide the
governmental entity: �
1. A certificate of coverage, prior to that person be �nning work on the project, so the
� governmental entity will have on file certificates o coverage showing coverage for all
, persons providing services on the project; and
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PART D - SPECIAL
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,2. No later than seven days after receipt by the contr�.:tor, a new certificate of coverage
showing extension of coverage, if the coverage perioc shown on the current certificate of
coverage ends during the duration of the project.
F. The cnntractor shall retain all required certificates of cov age for the duration of the project
and for one year thereafter.
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G. The contractor shall notify the goverrimental entity in � riting by certified mail or personal
delivery, within ten (1,0) days after the contractor knew or �hould have known„ of any change
that materially affects the provision of coverage of any° person providing services on the
project.
H. The contractor shall post on each project site a notice, in e text, form and manner prescribed
by the Texas Worker's Compensation Commission, inforning all persons providing services
on the project that they are required to be covered, ar � stating how a person may verify
coverage and report lack of coverage.
The contractor shall contractually require each person .with whom it contracts to provide
services on a project, to: ' ,
1. Provide coverage, based on proper reporting on clas�;fication codes and payroll �amounts
and filing of any coverage agreements, which meets�e statutory requirements of Texas
Labor Code, Section 401.011(44) ,for all of its employ bes providing services on the project,
for the duration of the project;
2. Provide to the Contractor, prior to that person beginni; g work on the project, a certificate of
coverage showing that coverage is being provide � for all employees of the person
providing services on the project, for the duration of tr y project;
3. Provide the Contractor, prior to the end of the c�erage period, a new certificate of
coverage showing extension of coverage, if the co�erage period. shown on the current
certificate of coverage ends during the duration of the project;
4. Obtain from each other person with whom it contract and provide to the Contractor:
a.) A certificate of coverage, prior to the other perso beginning work on,the project; and
b.) A new certificate of coverage showing extensio of coverage, prior to the end of the
coverage period, if the coverage period shown �n the current certificate of coverage
ends during the duration of the project.
5. Retain all required certificates of coverage on file for he duration of the project and for one
year thereafter.
6. Notify the governmental entity in writing by certifie mail or personal delivery, within ten
(10) days after the person knew or should have iown, of any� change that materially
affects the provision of coverage of any person provi��ing services on the project; and
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PART D- SPECIAL COND TIONS
7. Contractually require each person with whom it co racts, to perform as required by
paragraphs (1)-(7), with the certificates of coverage to �e provided to the person for whom
they are providing services. �
8. By signing this contract or providing or causing to be p�vided a certificate of coverage, the
contractor is representing to the governmental �ntity �at all employees of the contractor
who will provide services � on the project will be c�vered by worker's compensation
coverage for the duration of the project, that the �verage will be based on proper
reporting of classification codes and payroll amounts and that all coverage agreements
will be �led with the app`ropriate insurance carrier or, i�. the case of a self-insured, with the
commission's Division of Self-Insurance Regulatior. Providing false or misleading
information may subject the contractor to administrat ve, ariminal, civil penalties or other
civil actions.
9. The contractor's failure to comply with any of these �rovisions is a breach of co,ntract. by
the contractor which entitles the governmental entit to declare the contract void if the
contractor does not remedy the breach within ten d ys after receipt of notice of breach
- from the governmental entity.
J. The contractor shall post a notice on each project site infi
on the project that th�y are required to be covered, ai
current coverage and report failure to provide coverage
posting requirements imposed by the Texas Worker's
Worker's Compensation Commission rules. This notice i
30 point bold type and text in at least 19 point normal ty
Spanish and any other language common to the worker
shall be the following text, without any additional words or
rming all persons providing services
d'stating how a person may verify
This notice does not satisfy other
�Compensation Act or other Texas
�ust be printed with a title in at�least
�e, and shall be in both English and
bopulation. The text for the notices
changes:
"REQUIRED WORKER'S COMPENSATION COVERAG
The law requires that each person working on this site or providing services related to this
construction project must be covered by workers' com ensation insurance. This' includes
persons providing, hauling, or delivering equipment _ r materials, or providing labor or
transportation or other service related to the project, regardless of the identity of their
employer or status as an employee."
Call the Texas Worker's Compensation Commission at �12)440-3789 to receive information
on the legal requirement for coverage, to verify whet 'er your employer has provided the
required coverage, or to report an e�nployer's failure to p avide coverage".
D-13 MINORITY AND WOMENS BUSINESS ENTERP ISE (M/WBE) COMPLIANCE: In
accordance with �ity of Fort Worth Ordinance No. 11923, t City of Fort Worth has goals for the
participation of minority business enterprises and women b siness enterprises in City contracts.
The Ordinance is incorporated in these specifications by ref rence. A copy of the Ordinance may
be obtained from the Office of the City Secretary. Failure t�. comply with the ordinance �hall be a
material breach of contract.
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PART D - SPECIAL CONDl=TIONS
The M/WBE UTILIZATION FORM, �i%1IVBE GOALS WAIVER �ORM AND GOOD FAITH EFFORT
FORM, as applicable, must be submitted within five (5) cit business days after bid opening.
Failure to comply shall render the bid non-responsive. ;
Upon request, contractor agrees to provide the City complet�
actual`work performed by a Minority or Women Business Ent
payment thereof. Contractor further agrees to permit an au
records or files in its possession that will substantiate the
and/or WBE. The misrepresentation of acts (other than a ne
commission of fraud by the Contractor will be grounds fo
initiating action under appropriate federal, state, or local I
statement. Further, any such misrepresentation (other than �
commission of fraud will result in the Contractor being deteri
from participa'ting in City work for a period of time of not less 1
The City will consider the contractor's performance regarding
of bids. Failure to comply with the City's M/WBE Ordinance,
shall result in a bid being rendered non-responsive to specific
Contractor shall provide copies of subcontracts or
M/V1IBE subcontractors prior to issuance of the Notice
monthly reports on utilization of the subcontractors to tl
and accurate information regarding
prise (M/VVBE) on the contract and
�t and/or examination of any books,
�ctual work performed by an MBE
ligent misrepresentation) and/or the
termination of the contract and/or
ws or ordinances relating to false
negligent misrepresentation) and/or
ined to be.irresponsible and barred
►an three years.
� M/WBE program in the evaluation
�r to demonstrate "good faith effort",
ons.
letters of intent with approved
sd. Contractor shall also provide
I/VVBE office.
The Contractor may count first and second tier subcontractc�-s and/or suppliers toward meeting
the goals. The Contractor may count toward its goal a port�n of the total dollar amount of the
contract with a joint venture equal to the percentage of the M� VBE participation in the joint venture
for a clearly defined portion of the work to be perFormed. All'�I/WBE contractors used in meeting
the goals must be .certified prior to the award of the Contract�= The M/WBE contractor(s) must be
certified by either the North Central Texas Regional Certifi tion Agency (NCTRCA) or Texas
Department of Transportation (TxDOT), Highway Division a d must be located in the nine (9)
county marketplace at time of bid. The Contractor shall cont t all such M/WBE subcontractors or
suppliers prior to listing them on the M/WBE utilization or g F od faith effort forms as applicable.
Failure to contact the listed M/WBE subcontractor or supplier rior to bid opening may result in the
rejection of bid as non�responsive.
Whenever a change order affects the work of an M/WBE s contractor or supplier, the M/WBE
shall be given an opportunity to perform the work. Whenever change order exceeds 10% of the
original contract, the M/WBE coordinator shall determine th goals applicable to the work to be
perFormed under the change order. .
.During the term of the contract the contract shall:
1. Make no unjustified changes or deletions in it's �I/WBE participation commitments
submitted with or subsequent to the bid, and, �
2. If substantial subcontracting and/or substantial suppliE� opportunities arise during the term
of the contract which the contractor had represented `f-� would perform with his forces, the
contractor shall notify the City before subcontracts or Urchase orders are let, and shall be
required to comply with modifications to goals as detei;l�ined by the City, and ,
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PART D- SPECIAL COND TIONS
Submit a REQUEST FOR ��'I�I�OVAL OF CHAN�E FORM, if the contractor d�sires to
change or delete any of the M/WBE subcontractors o suppliers. Justification for change
may be granted for the following: �
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Failure of S'ubcontractor to provide evidence of c�verage by Worker's Compensation
Insurance.
Failure of Subcontractor to provide required gener � liability of other insurance.
Failure of Subcontractor to execute a standard s�contract form in the amount of the
proposal used by the Contractor in preparing his 'WBE Participation plan.
d. Default by the M/WBE subcontractor or su�lier in the performance of the
subcontractor. '
Within ten (10) days after final payment from the ty, the contractor shall provide the
M/WBE Office with documentation to reflect final pa�r icipation of each subcontractor and
supplier used on the project, inclusiv� of M/WBEs. �
D-14 CALENDAR DAY: Delete paragraph C1-1.24, in P
and substitute the following new paragraph:
Conditions, in its entirety
C1-1.24 Calendar Day: A Calendar day is an�r day o�the week or month. The Contractor
will not be allowed to work on Sundays or any holiday�; observed by the City of Fort Worth.
D-15 SUBSIDIARY WORK: Any and all work spe icalfy governed by documentary
requirements for° the project, such as conditions imposed y the Plans, the General Contract
Documents or these Special Contract Docu`ments, in whic no specific item for bid has been
provided for in the Proposal, shall be considered as a subs iary item of work, the cost of which
shall be included in the price bid in the Proposal for each bi item. Surface restoration, removal
and replacement of fencing, and cleanup are general items� of work which fall in the category of
subsidiary work.
Q [�-�� 6.'WAGE R�T�S l'he s=labQr cla:
been predeferm,ined by the rCit,y Cour
statutory r�qu�rernents,.�,s ,ber�g the :�
wo�k�perfor.med`by`:the�Co:ntracto'r or:ar
O Con.fract' Documents In<:n� e�ent shall:
ions and r
the City :t
fhe�f01
�� s�t fbrth he"rein have
�s, in .accordance� with
��at shall govern ori .all
�ro�ect:c.overed':by tfiese
jes be' p�id , (Attached)
1•995
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CLASSIFIGATION..
Air Tool Operat�r
Asphalt �Raker
Asphalt Shovefer
Batch'rng Plant Weigher
05/18/99
RATE
$7..5�54
$8.56'5
$8.25.5
$9.371
SC-12
C�ASSIFiCA�ION �
rm Li.ner �
rm Sett�er (Pav & Gurb)
F�- rm Setter (Structures)
L�borer, Common
RATE
$8:913
$8.686
$8.427
$6.402
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Batterboard -Setter
Carpenter
Concrete Finisher (PAV)
Concrete Finisher (STRS)
Concrete Rubber
Electrician
Flagger
Form Builder (STRS)
CLASSIFICATION
PART D - SPECIAL CON
$8.9�0
$9.447
$9.345
$9.058
$7.733
$12.761
$5.598
$8.717
RATE�
ONS
rer, Utility
ianic
C►ASSIFICATION
POWER EQUIPMENT OPERpITORS
Asphalt Dis�ributor $8.404
Asphalt Paving Machine $9.053
Broom or Sweeper Operator $7.908
Bulldozer, 150 HP or Less $8.703
Bulldozer, Over 150 HP $9.160
Concrete Paving Curing Mach.$8.213
Concrete Pav Finishing Mach. $9.453
Concrete Paving Form Grader$8.500
Concrete Paving Joint Mach. $9.042
Con�rete Paving Joint Sealer $7.350
Concrete Paving Float $7.875
Concrete Paving Saw $9.290
Concrete Paving Spreader $9.750
Slipform Machine $9.000
Crane, Clamshell, Backhoe,
Derrick, Dragline, Shovel
(Less than 1 '/Z cy) $9.513
Crane, Clamshell, Backhoe,
Derrick, Dragline, Shovel
(1 'h cy & Over) $10.517
Crushing or Scrng Plt Opr. $9.500
Elevating G�ader Foundation
Drill Oper. (Crawler Mounted) $10.000
Foundation Drill Operator
(Truck Mounted) $11.138
Foundation Drill Opr He1per
Front Ent Loader
(2 '/z CY or Less) $8.823
Front Ent Loader
(Over 2 %2 CY) $9.311
Hoist (Double Drum "& Less) $8.917
Milling Machine Operator $6.650
Mixer (Over 16 CF) $9.000
Mixer (16 CF & Less) $7.913
Mixer - Concrete Paving $9.500
Motor Grader Operator
Oa/18/99
SC-13
P bsthole Driller Operator
R�� Iler, Steel Wheel
( ant-Mix Pavements)
Iler, Steel Wheel
( atwheel or Tamping)
Iler, Pneumatic Self-Pro
S raper - 17 CY & Less
� raper - Over 17 CY
� de Boom
actor - Crawler Type
50 HP & Less)
� actor - Crawler Type
�ver 150 HP)
� actor - Pneumatic
raveling Mixer
�enching Machine - Light
� enching Machine - Heavy
►agon-Drill, Boring Machine
ieinforcing Steel Setter
?aving)
�einforcing Steel Setter
3tructural)
�teel Worker - Structural
�ign Erector
�preader Box Operator
�arricade Servicer Zone Wk
lounted Sign Installer
'e,rmanent Ground)
'ruck Driver - Single Axle
"ruck Driver - Single Axle
Heavy)
"ruck Driver - Tandem Axle
Semi-Trailer)
-ruck Driver - Lowboy/Float
"ruck Driver - Transit Mix
$7.461
$10.658
$8.698
$8.104
$7.500
$8.509
$11.333
RATE
$9.000
$8.339
$7.963
$7.403
$8.138
$8.205
$7.793
$8.44$
$8.873
$7.73�
$7:6.1,5
� $8.4'�88
$12..49'8
$9.000
$9.2:1}$
$11.;548
$16�.3;00
$11.43',fi
$6.988
. $6.402
$6.402
$7.465
$8.�067
$7.816
$9.653
$7.507
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(Fine.Grade.)• � $1D:346
Motor �rader �Operatar ,$9.891
Pavement Marking Maehine $6�.402
D-17 EASEMENTS AND PERMITS
ternpora .ry �construction, �right-of=e�try
property.
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COND TIONS
, Tr k' Driv.er - Winch
-�Vib.�tor.• Operator
WE�der .
$8.2Q0
$7:00.0
$>10:459
. The performance of tfiis. con�ract req:uires, certain
agreement5,' and/or ��rmits � to - p�erform work on private
The City has attempted to obtain the temporary construction
properties where construction activity is necessary on City o�n
manholes. For locations where the City was unable to obt�
shall be the Contractor's responsibility to obtain the agreeme
property. This sh�l� be subsidiary to the contract. The agre
are available to the Contractor for review by contacting th
Engineering, City of Fort Worth. Also, it shall be the resp�
written permission from ,properGy owners to perForm such �
service replacement on private property. Contractor shall adF
C6-6.10 of the General Contract Documents. The Conti
agreement terms along with any special conditions that i
agreements, by the property owners.
The easements and/or private property shall be cleaned up•a
condition or better. In event additional work room is required
Contractor's responsibility to obtain written permission from tl
use of additional property required. No additional payment w
The City has obtained tfa�:,.
for �cor�structior� :.ofi� this:'.�pr
provisions of .such �:permits<
, . . . . . � ; x� . , �. �. . z, . ... ;..
�sary. docr�
�nd/or right-of-entry agreements for
7ed facilities, such as sewer lines or
�n the easement or right-of-entry, it
�t prior to beginning work on subject
�ments which the City has obtained
�: plans desk at the Department of
�nsibility of the Contractor to obtain
�✓ork as cleanout repair and sewer
�re to all requirements of Paragraph
�ctor's attention is directe.d to the
�ay hay.e been imposed on these
er use and restored to its� o'riginal
ay the Contractor, it shall be the
; property owners involved for the
I be allowed for this item.
on for� railr :ad° and/oi��fiighu+ray,1per
r s.h�ll be��espon�il?1"e •'for` :�am�
� �NN� u�i ia�C �.c�ui �auray�i i�.y ��,i
a,nd al� costs associat�d witf�,
subsidi�ry to;the pro�ect9:price.�:
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fs requir�d
�� Vuitt�.���all
�) ,1fi �.is ..the
:rtt;: to� the
� way: Any
�n" shall be
D-18 COORDINATION WITH FORT WORTH WATER DE� ARTMENT: During the construction
of this project, it will be necessary to deactivate, for a period time, existing lines. The Contractor
shall be required to coordinate with the Water Departm�t to determine the best times for
deactivating and activating those lines.
D-19 DAMAGE TO PRIVATE PROPERTY: The Cont�act>� r shall immediately repair or replace
any damage to private pr�perty, including but �not limited t� fences, walls, pavement and water
and sewer services, at no cost to the Owner. This shall b� subsidiary to the contract and not a
separate pay item.
D-20 SHOP. DRAWINGS: Shop, drawings shall be s abmitted .by the Contractor to the
Construction Engineer, 'for all equipment and materials for V:his project. Contractor shall submit
o��a�ss SC-14
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PART D - SPECIAL COND��TIONS
asev,en (7) copies of shop drawings, layouts, manuf,acturer's d
be required by the �Engineer for his review. Such review by �
for general �conformance with the design concept of tlie pr
� information given in th�e General Contract Documents. Indie
may result from his review, shall not constitute concurrence w
specifications �unless such deviations are specifically identifie
aand further sfiall not relieve the Contractor of responsibility for
data. Processed shop drawing submittal are� n�ot change ord�
the Contractor, is to d'emonstrate that the Contractor understa
� demonstrates his understanding .by indicating which equip.men
and install, ancl by detailing the fabrication and - installat'ioi
deviations, discrepancies or conflicts between subm�ittals '
� specifications are �discovered, either prior to or after sub;
drawings and sp.ecifications shall go,vern. The Contractor sha
which are to be confirmed and correlated at the job site, fabr
Q construction, coordination of his work with that of'other�trade
work. 'Fhe Contractor shall check and verify :�all measu'c:em'
being submitted, .��nd sign or� initial a st�atem.ent incl�u'ded �
Q compliance� with the plans and specifications- and dimensio
dev.iation from the ,sp.ecified criteria shall be expressly stated i�
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�ta and material schedul.es �as may
� e Enginee.r�shall include� checking
ject and general compliance with
ted ac,tion'� by the Engineer, wMich
' h any, deviation from the pl�an.s and
by fhe m.ethod described below,
rrbrs or omissions�'in-the subm.itted
rs. The purpose of submi�tals, by
�ds the design concept�, .and that he
� and-�materials he .intei7ds� t� furnish
methods �he. intends to us�. If
nd the design drawings and/or
=iittals are :processed,`.. ffie.; d:e�ign
�I be responsible for all-dimensions
ration processes ari;d= techniques of
and satisfactory:performance of his
:nts � and review submjtt�ls �prior to
:�►tith the s�kirnittal� which sig�ifies
s suitable for the� appl'icatton: Any
writing in�tfie.submittal.
Shop�drawings shall be submitted�for�the following item's prior�b� installation:
1. All pipe
2. ReinfQrcecl ste�l fabricatio.n for structures
3. Cast `Iron structural appurtenances
Shop drawings must, be approved by the Engineer prior�to the �tart ;of work.
D-21 CROSSING OF EXISTING UTILITI�S: Where a�
sanitary sewer or sanitary sewer service li`ne and/or proposec
and the clear vertical distance is less than 9 feet barrel to k
'sewer service line shall be made water tight or be construct�
length of replacement shall be determined by the Engineer. "
and sanitary sewer laterals shall be Class 51 Ductile Iron Pi
material for sanitary sewer service lines shall be extra
polyethylene wrapping. Adapter fittings shall be a urethane
with series 300 stainless steel compression straps.
Payment for work such as backfill, fittings, tie-ins and all othe
shall be included in the linear foot price of the appropriate bid
oposed water line crosses over a
sewer line crosses over a.water line
�rrel, the sanitary sewer or sanitary
d of ductile iron pipe. The required
ie material for sanitary sewer mains
e with polyethylene wrapping. The
strength cast iron soil pipe with
�r neoprene coupling ASTM C-425
associated appurtenances .required,
tem.
D-22 EXISTING UTILITIES AND IMPROVEMENTS: The ns show the locations of all known
surface and subsurFace structures. However, the Owner as umes no responsibility for �failure to
show any or all of these structures on the Plans, or to sh them in their exact location. It is
mutually agreed that such failure shall not be considered su icient basis for claims for additional
compensation for extra work or for increasing the pay quantit�,s in any manner whatsoever.
The Contractor shall be responsible for verifying the location of and protecting all existing utilities,
service lines, or other property exposed by his construction berations. Contractor shall make all
necessary provisions for the support, protection, relocatior�, and/or temporary relocation of all
05/18/99
SC-15
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PART D- SPECIAL COND IONS
utility poles, gas lines, telephone cables, utifity services, V�ter mains, sanitary sewer lines,
electrical cables, drainage pipes, and all other utilities and �tructures both above and below
ground during construction. The �ontractor is liable for a damages done to such ,existing
facilities as a result of his operations and any and all cost incurred for the protection and/or
temporary relocation of such facilities shall be included in t�e cost bid per linear foot of pipe
installed. N� ADDITIONAL COMPENSATION WILL BE ALL NED.
Where existing utilities or service lines are cut, broken or dam ed the Contractor shall replace or
repair the utilities or service lines with the same type of or�nal material and construction, or
better, unless otherwise shown or noted on the plans, at ;�is own cost and expense. The
Contractor shall immediately notify the Owner of the dama d utility or service line. He shall
cooperate with the Owners of all utilities to locate existing �iderground facilities and notify the
Engineer of any conflicts in grades and alignment.
Any and all permanent structures such as parking lot surface, "encing, and like structures shall be
replaced at no cost to the City by material of equal value and ruality as that damaged.
In cas,e it is necessary to change or move the property of ny Owner of a public utility, such
property shall not be moved or interfered with until ordered to do so by the Engineer. The right is
reserved to the owner of public utilities to enter upon the lirr ts of the project for the purpose of
making such changes or repairs of their property that may b� made necessary by perfori�nance of
this contract.
The utility lines and conduits shown on the• plans are for info` ation only and are not guaranteed
by the City of the Engineer to be accurate as to extent, locati �, and depth; they are shovbn on the
plans as the best information available at the time of des, n, from the owners of the utilities
involved and from evidences found on the ground.
D-23 CONSTRUCTION TRAFFIC OVER PIPELINES: It �� apparent that certain construction
vehicles could exceed the load bearing capacity of the pipe nder shallow bury conditions. It will
be the responsibility of the Contractor to protect both the new ine and the existing lines from these
possibly excessive loads. The Contractor shall not, at any ime, cross the existing or new pipe
with a truck delivering new pipe to the site. Any damage �: o the existing or new pipe will be
repaired or replaced by the Contractor, at the Contractor's ex ,ense, to the satisfaction of the City.
In locations where it is not permissible to cross the existing��r proposed pipes without additional
protection the Contractor may elect to provide additional. ' otection of the pipes so that more
frequent crossings of the pipes are allowed. It still is, howev r, the responsibility of the Contractor
to repair any damage 'to the existing or proposed lines, if th , damage results from any phase of
his construction operation. �
D-24 TRAFFIC CONTROL: The Contractor shall be re �onsible for providing traffic control
during the construction of this project consistent with the p or�ision set forth in the "1980 Texas
Manual on Uniform Traffic Control Devices for Streets and lighways" issued under the authority
of the "State of Texas Uniform Act Regulating Traffic o�n ighways," codified as Article 6701d
Vernon's Civil Statutes, pertinent sections being Section No •. 27, 29, 30 and 31. In addition, the
Contractor shall comply with City of Fort Worth, Texas, Feb.�.aary 1979, Traffic Control Handbook
for Construction and Maintenance Work Areas.
o��a�ss SC-16
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PART D- SPECIAL COND�� TIONS
The� Contractor will not remove any regulatory sign, instructi�
sign which has been erected by the City. If it is determined th
required construction, the Contractdr shall contact the Tran:
Signs and Markings Division, �(Phone Number 871-8100) tc
regulatory signs, the Contractor must replace the permanent
the requirements of the above-referenced manual and such te
to the removal of the permanent sign. If the temporary sign
not meet the required specifications, the permanent sign sha
sign requirements are met. When construction work is compl�
sign can be reinstalled, the Contractor shall again contact
reinstall the permanent sign and shall leave his temporary sic
completed.
�al sign, street name sign or other
t a sign must be removed to permit
�ortation/Public Works Department,
remove the sign. In the case of
�ign with a temporary sign meeting
nporary sign must be installed prior
� not installed correctly or if it does
be left in place until the temporary
;ed to the extent that the permanent
ie Signs and Markings Division to
i in place until such reinstallation is
The Contractor shall furnish barricades, flares, etc., fo' the protection of the public and the
wo rk. �
2. The cost of the traffic control shall be included in the p:ce bid for pipe complete in place as
bid in the Proposal, and no other compensation will be,�llowed.
3. The Contractor shall furni�h a traffic control plan � the City at the pre-construction
meeting. The cost for traffic control shall be subsidiar� to the unit prices for this project.
D-25 PAYMENT: Payment for all work and material invol4 :d in salvaging, abandoning, and/or
removing of existing facilities shall be included in the linear �oot bid price of the pipe exce�3t as
("j follows: �
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1. Separate payment will be made for removal of all fir hydrants, gate valves 16-inch and�
� larger, and sanitary sewer manholes regardless of loc tion.
2. Payment will be .made for salvaging, abandoning, ���d/or removing of all other existing
a facilities when said facifity is not being replaced in �ie same trench, i.e., wher� removal
requires a separate trenching operation.
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D-26 DELAYS: The Contractor shall receive no compens�tion for delays or hindrances to the
work, except when direct and unavoidable extra cost to the (;ort�ractor is caused by the failure of
the City to provide information or material, if any, which is to e furnished by•the City. When such
extra compensation is claimed, a written statement thereof s�all be presented by the Contractor to
the Engineer, and if by him found correct, shall be approved nd referr,,ed by him to the Council�for
final approval or disapproval; and the action thereon by the:�ouncil shall be final and binding. If
delay is caused by specific orders given by the Engineers t� stop work, or by the performance of
extra work, or by the failure of the City to provide material or iecessary instructions for carrying on
the work, then such delay will entitle the Contractor to � n equivalent extension of time, his
application for which shall, however, be subject to the appr al of the City Council; and no such
extension of time shall release the Contractor or the surety �n his perFormance bond from all his
obligations hereunder which shall remain in full force until th discharge of the contract.
D-27 DETOURS: The Contractor shall prosecute his w k in such a manner as to create a
minimum of interruption to traffic and pedestrian facilitie and to the flow of vehicular and
pedestrian traffic within the project area. �
o��aiss SC-17
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D-28 BARRICADES AND WARNING SIGNS: Barricade
conform to the Standard Specifications "Barriers and Warni
and/or as shown on the plans. Construction signing and k
Texas Manual on Uniform Traffic Control Devices, Vol. No. 1"
D-29 EXAMINATION OF SITE: It shall be the responsibility
project site and make such examinations and explorations a;
conditions which may affect construction of this project. Pa
methods of providing ingress and egress to adjacent private �
protecting existing improvements and disposition of all r
consideration should- be given to these details during the �
unusual conditions which may give rise to later contingencies
the Owner prior to the submission of the Proposal.
warning and detour si�ns shall
and/or Detour Signs," Item 524,
�icades shall conform with "1980
latest edition there of.
the prospective bidder to visit the
ay be necessary to determine all
;ular attention should be given to
public properties, procedures for
erials to be removed. Proper.
paration of the Proposal and all
�uld be brougbt to the attention of
D-30 ZONING COMPLIANCE: During the construction c' this project, the Contractor shall
comply with present zoning requirements of the City of Fort 1M�rth in the use of vacant property for
storage purposes. � ,
D-31 WATER FOR' CONSTRUCTION: Water for con��ruction will be furnished by the
Contractor at his own expense.
D-32 WASTE MATERIAL: All waste rnaterial shall becom' the property of the Contractor ancl
shall be disposed of by the Contractor at locations approved the Engineer. All material shall be
disposed of in such a manner as. to present a neat appe� rance and to 'not obstruct proper
drainage or to cause injury to street improvements or to abutt�g property.
a D-33 CLEANUP FOR FINAL ACCEPTANCE: Final clean
as soon as all construction has been completed. No mor�
completion of construction before the roadway, right-of-wa
a satisfaction of the Engineer. The Contractor shall make a
before acceptance by the City of Fort Worth or its repres
removal of all objectionable rocks, pieces of asphalt or conc
� �nd in general preparing the site of the work in an orde
acceptance of the completed project work shall be given by
Engineering.
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� work shall be�done for this project
than seven days shall elapse after
or easement is cleaned up to the
nal cleanup of all parts of� the work
itative. This cleanup shall include
:te and other construction materials,
y manner and appearance. Final
�e City of Fort Worth Department of
D-34 PROPERTY ACCESS: Access to adjacent prope �y shall be maintained at all times
unless otherwise directed by the �Engineer. .
D-35 CONSTRUCTION SCHEDULE AND SEQUENC(NC� 0F WORK: Prior to executing the
Contract, it shall be the responsibility of the �ontractor `to furnish a schedule outlining the
anticipated time for each phase of construction with star-ng and completion dates, including
sufficient time being allowed for cleanup.
D-36 SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTAGE LINES: The following
procedures will be followed regarding the subject item on thi= contract:
o��a�ss SC-18
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PART D- SPECIAL COND TIONS
A warning sign not less than five inches by seven inch s, painted yellow with black letters
that are legible at twelve feet shall be placed inside a outside vehicles such as cranes,
derricks, power shovels, drilling rigs, pile drivers, hoist�g equipment or similar apparatus.
The warning sign shall read as follows: "WARNING UNLAWFUL TO OPERATE THIS
EQUIPMENT WITHIN SIX FEET OF HIGH VOLTAGE .INES."
2. Equipment that may be operated within ten feet of hig � voltage lines shall have insulating
cage-type of guard about the boom or arm, except k�ck hoes or dippers, and insulator
links on the lift hook connections. �
3. When necessary to work within six feet of high volta � electric lines, notification shall be
given the power company (Texas Utility Electric) wl� will erect temporary mechanical
barriers, de-energize the lines, �r raise or lower the I` ies. The work done by the power
company shafl not be at the expense. of the City of F rt Worth. The notifying department
shall maintain an accurate log .of all such calls to Te s Utility Electric, and sha11 record
action taken in each case.
4. The Contractor is required to make arrangements with he Texas Efectric Service company
for the temporary relocation or raising of high voltag lines at the Contractor's sole cost
and expense.
5. No person shalf work within six feet of a high voltag�. line without protection having been
taken as outlined in Paragraph (3).
D-37 CONTRACTOR'S RESPONSIBILITY FOR DAM
covenants and agrees to indemnify, hold harmless and defe
servants or employees, and/or owners of the units and lot �
and against any and all claims for damages or injuries, inclu
property, of whatsoever kind of character, whether real or as;
services relating to the project to be perFormed by said Conti
employees, under the terms and conditions of this Contract,
on the part of the City, or their officers, agents, servants or �
hereby covenant and agree to assume all liability and respc
suits for damages to any and all persons or property, of wh
during the term of this agreement and arising out of or
agreements performed by said Contractor, its officers, agent;
likewise covenan�s and agrees to, and does hereby, indem
and against any �nd all inju'ries or damages to property of (
the terms and conditions of this Contract, whether arising o�
from any and all�acts or omissions of the City, their officer;
caused by, negligence on the part of City, or their officers,
owners of the units and lots abutting the units in this contract
In the event a written claim for damages against the Contra
work on the project has been completed to the satisfaction
Engineering, as evidenced by a final inspection, final pay
recommended by the Director of Department of Engineering
of such final inspection, unless the Contractor shall submi�
Director that the claim has been settled and a release h�
involved.
o��siss SC-19
GE CLAIMS: The Contractor
� the City, and their officers, agents
utting the units in this contract from
ng death, to`any and all persons or
�rted, arising out of or incident to the
ctor, its officers, agents, servants or
�hether or not caused by negligence
nployees; and said Contractor does
sibility qf City for injuries, claims or
:soev�r kind or character, occurring
y reason of service, covenants or
servants or employees. Contractor
fy and hold'harmless the City from
ty during the performance of,any of
of or in connection with or resulting
agents, servants, or employees, or
agents, servants employees and/or
tor remains unsettled at the time all
�f the Director for the Department of
ient to the Contract"or shall not be
or a period of 30 days after the date
written evidence satisfactory to the
� been obtained from the claimant
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PART D- S.PECIAL COND TIONS
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Although the claim concerned remains unsettled as of the ex,=iration of the above 30-day period,
the Contractor may be deemed to be entitled to a semi-final payment for work completed, such
semi-final payment to be in an amount equal to the total dol �r amount then due less the dollar
value of any written claims pending against the Contractor ari •ing out of the perFormance of such
work, and such semi-fin�l payment may then be recommende� by the Director.
The Director shall not recommend final•payment to a Contr tor against whom such a claim for
damages is outstanding for a period of six months following�the date of the acceptance for the
work performed unless the Contractor s�ubmits evidence in wri ang satisfactory to the Director that:
1. The claim has been settled and a release has een ob;'ained from the claimant involved, or
� ..
2. Good faith efforts have been made to settle such
efforts have failed.
If condition (1). above is met at any time within the six-month
that the final payment to the Contractor be made. If conditic
the six-month period, the Director may recommend that the
made. At the expiration of the six-month period, the Directo
be made if all other work has been performed and all other o
met to the satisfaction of the Director.
nding class, and such good faith
eriod, the Director shall recommend
(2) above is met at any time within
final payment to the Contractor be
may recommend that final payment
ligation of the Contractor have been
The Director may, if he deems it appropriate, refuse to �;cept bids on other Department of
Engineering •contract work from a Contractor against whom a�laim for damages is outstanding as
a result of work performed under a City contract or under a� eveloper-let contract for City of Fort
Worth street and/or storm drainage facilities.
D-38 SANITARY FACILITIES FOR WORKERS: The Cc�tractor shall provide all necessary
sanitary conveniences for the use of workers at the project :ite. Specific attention is directed to
this requirement.
D-39 LEGAL RELATIONS AND RESPONSIBILITIES T• THE PUBLIC: The Contractor's
particular attention is di�rected to the requirements of tem C-6-6, "Legal Relations and
Responsibilities to the Public" of the Fort Worth General Con itions.
D-40 RIGHT TO AUDIT: .
A. Contractor agrees that the City �hall, until the expiration �f three (3) years after final payment
� under this contract have access� to and the right to F�camine and photocopy any directly
pertinent books, documents, papers and records of t e Contractor involving transactions
relating to this contract. Contractor agrees that the �y shall have access during normal
� working hours to afl necessa Contractor facilities a; d shall be provided adequate and
appropriate work space in ord r to conduct audits in c•mpliance with the provisions of this
section. The City shall give Co tractor reasonable advar" ;e notice of intended audits.
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B'. Contractor further agrees 'to indude in all its subcontrac s hereunder a provision to the effect
that the subcontractor agrees t�at th� City shall, under he expiration of three (3) years after
final payment under the subcontract, have access to an the right to examine and photocopy
� o�laiss I SG20
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PART D- SPECIAL COND TIONS
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any directly pertinent books, documents, papers and reco�is of such subcontractor, involving
transactions to the subcontract, and further, that City shall iave access during normal �working
hours to all subcontractor facilities, and shall be provid adequate and appropriate work
space, in order to conduct audits in compliance with the p visions of this article together with
subsection (c) hereof. City shall give subcontractor rea nable advance notice of intended
audits.
C. Contractor and subcontractor agree to photocopy such d cuments as may be requested by
the City. The City agrees to reimburse Contractor for the c�st of copies as follows:
1. copies and under - 10 cents per page
2. more than 50 copies - 85 cents for the first page plus fi `;een cents for each page thereafter
D-41 INCREASE OR DECREASE IN QUANTITIES: The antities shown in the proposal are
approximate. It is the Contractor's sole responsibility to v rify afl p�.y it�m quantities prior to
submitting a bid.
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When the quantity of the work to be done or materia(s to be �urnished underan.y �pay item of the
contract is more than 125% of the quantity stated in the cont act, whether stated by Owner or by
Contractor, then either party to the contract, upon deman t, shall be entitled to negotiate for
revised consideration on the portion of work above 125% of tf : quantity in the contract.
When the quantity of the work to be done or materials to be `urnished under��y::pay.ifer:n of the
contract is less than 75% of the quantity stated in the contr ct, whether stated by Owner or by
Contractor, then either party to the contract, upon deman , shall be entitled to negotiate for
revised consideration on the portion of work below 75% of th quantity stated in the contract. This
parag�-aph' stiall rtot'� apply:=in, the_eV�ent�;Owl�er.de)ete's� a-,:pa�r :it �.: lh its,entirety fro,�n �his cantract.
. �,
In the event Owner antl. Contracfor �are ,:unable to agree:�� .rt� .a
C�ont�actor� a�ree that the co,�zslderation will be fhe �ctiwal 4eld �•�
descrrb�d herem k�eto�; �gs�eedf upon' in writir�g by+ the..;Gont .`�tot�
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�ted prjce, Owner, .:and
�he work plus 15%0 ��
�ctor o� D�par�ment; ,o'f
Engine.ertng and Cor�tra'ctor'Stantl=Directar of �pepartment:of E�git�eering �n�k a�pro�ed by�the��City
. .- ; . � -. �. ,. . .. � ,
Council a.fi�e'r., said ;work. is, Eompleted, subj.ecf to° ��all °otfier �ndition� esf #he Go,ntracf. As used
herein, field cost of the work will include the cost of �� al workmen, foremen, time , keepers,
mechanics and laborers; all materials, supplies, trucks, equi ent rental for such time as actually
used on such work only, plus all power, fuel, lubricants, water and similar operating expenses; and
a ratable portion of premiums on performance and payrr�ant bonds, public liability, Workers
Compensation and all other insurance required by law .ar by ordinance. The Director of
Department of Engineering inrill direct the form in which th �accounts of actual field cost will be
kept and will recommend in writing the method of doing�e work and the type and kind of
equipment to be used, but such work will be performed b the Contractor as an independent
Contractor and not as an �gent or employee of the City. T e 15% of the actual field cost to be
paid to the Contractor shall cover and compensate him for rofit, overhead, general supervision
and field office expense, and all other elements of cost ari� expense not embraced within the
actual field cost as herein specified. Upon request, the C�itractor shall provide t4�e Director of
Department of Engineering access to all accounts, bills and �uchers relating thereto.
D-42 CUTTING OF CONCRETE: When existing concrete s cut, such cuts shall be made with a
concrete saw. All sawing shall be subsidiary to the unit cost af the respective item.
o��a�ss SC-21
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PART D- SPECIAL CONDI'� IONS
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D-43 PROJECT DESIGNATION SIGN: Project signs are re ired at all locations. It shall be in
accordance with the attached Figure 30 (dated 9-18-96). The �igns may be mounted on skids or
� posts. The exact locations and methods of mounting shall �e approved by the Engineer. In
addition to the 4' x 8' project signs, project signs shall be �tached to barricade� used where
manhole rehabilitation or replacement is being conducted. igns suspended from barricading
�� shall be placed in such a way that signs do not interfere wit reflective paint or coloring on the
barricades. Barricade signs shall be in accordance with Figur 30, except that they shall ;be 1'-0"
by 2'-0" in size. The information box shall have the following ir�ormation:
� For Questions on this Project Call:
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(817)871-8306 M-F 7:30 am to 4:�0 p.m.
or
(817)871-8300 Nights and Weel�nds
Any and all cost for the required materials, labor, and equip �ent necessary for the furnishing of
Project Signs shall be considered as a subsidiary cost of the project and no additional
compensation will be allowed.
D-44 CONCRETE SIDEWALK AND DRIVEWAY REPLAC =MENT: At locations in the project
where mains are required to be placed under existing sidewal �s and/or driveways, such sidewalks
and/or driveways shall be completely replaced for the fu I existing width, between existing
construction or expansion joints with 3000 psi concrete with r inforcing steel on a sand cushion in
accordance with . City of Fort Worth Transportation/Pu lic Works Department Standard
Speci�cations for Construction, Item 504.
At locations where mains are required to be placed under ex �ting curb and gutter, such curb and
gutter shall be replaced to match type and geometry of th�: removed curb and gutter sHall be
installed in accordance with City of Fort Worth Public Worka Department Standard Specification
for Construction, Item 502.
Payiment for cutting, backfill, concrete, forming materials an� all other associated appurtenances
required, shall be jncluded in the square yard price of th bid item for concrete sidewalk or
driveway repair. � '
D-45 MISCELLANEOUS PLACEMENT OF MATERIAL: Material has been allocated under
� various bid items in the Proposal to establish unit prices for :�iscellaneous placement of material.
r These materials shall be used only when directed by the En�ineer, depending on field conditions.
Payment for miscellaneous placement of material will be de for only that amount of material
� used, measured to thc nearest one-tenth unit. Payment fo miscellaneous placement of material
shall be in accordance with the� General Contract Docum its regardless of the actual amount
used for the project. ,
� D-46 TYPE "C" BACKFILL: Excavated material us :d for Type "C" backfill must be
mechanically compacted unless the Contractor can fur 'sh the Engineer with satisfactory
� evidence the P.I. of the excavated material is less then 8.* Such evidence shall be a test report
from an independent testing laboratory and must include � presentative samples of soils in all
involved areas, with a map showing the location and depth o; the various test holes.
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� o��a�ss SC-22
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PART D- SPECIAL COND TIONS
If excavated m�terial is obviously granular in nature, contair ng little or no plastic material, the
Engineer may waive the test report requirement. �
See E-1.24, Type "C" Backfill, and E2.11 Trench Backfill.**
* Revised 3/20/81
** Revised 4/20/81
D-47 CRUSHED LIMESTONE BACKFILL: Where specifi :d on the plans or directed by the
j"'j Engineer, �rushed Limestone shall be used for trench backfi on this project, The material shall
�.,� conform to Public �1Vorks Standard Specifications for Street a� Storm Drain Construction Division
2 Item 208.2 - Materials and Division 2 Item 208.3 - Mat ials Sources. Trench backfill and
�"� compaction shall meet the requirements of E2-2 Exc �ation and Backfill, Construction
�,.� Specifications, General Contract Documents.
Payment for crushed limestone backfill in place shall be mad at the unit price bid in the Proposal
� multiplied by the quantity of material used measured in accor ance with E2-2.16 Measurement of
Backfill Materials, Construction Specifications, General Contr ct Documents.
� D-48 2:27 CONCRETE: Transportation and Public Wor s Department typical sections for
Pavement and Trench Repair for Utility Cuts Figures 1 throu �h 5 refer to using 2:27 Concrete as
�base repair. Since this call-out includes the word "concrete �, the consistent interpretation of the
, Transportation and Public Works Department is that this rat .� specifies two (2) sacks of cement
per cubic yard of concrete.
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D-49 TRENCH EXCAVATION, BAC,KFILL, AAID CQ�VIP�4i
P�4
b,ackfll under parki�ng lots, dr�ve��ys, gravel�s�rFa�ed rQads, �i,ii
�or future R.O UV. �hall �.be .in accordarice ,wath� Section E1 �
�a�kfill of the �General �ontract� Documen�� and.��Specifi.cat�or� ,�E
A: TRENCH EXGA�VAI`,IC��I;:' Jr� a��cqrda�ce �ifii ,Se.cfion:`
stated: rr�axim,u�m trench widths a�re eXce�ded,, eithe� thr,o
E�ngineer tletermmes that� the design loa,dit�g. �f the.,' �i��.";
be required to support the. p�R�e.�with��arr improved �re�
remedial �neasur�s sh�l� be entirely th;e� Contract,or s o�
con�n�ed to the. width': of pe;r:manenf ri,ghts of way, perm;~'��
c,onstruction easements All e�eavatron shall� be in stri�
Systems- Special Condition�of fhis d�cument.
Trer�ch excavation .and
sernei�ts, a�d wifihin ew�tirig
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I and: EZ 2 `*Exca�ation ;and
as specifed h�erein.
,�vation: and , B��I�fill, . if � the
�ent o� otherw�se,`.and Ef tl;i:e
K�e��`�,tl, �f�e �Corlt�a�tor�� viiill
►m The �xpense Qf s'uch
�nchmg op�rations shall be
ements,` and an�:#,�,�npora,:ry.
B. TRENCH BACKFI.LL: Trenches which lie outside� of �xisti�g:,or futur.e pav�ment shall. be
ba�kf'illed above the tqp ofi�fhe embed�rient material with�'�yp�''C'" bac�fiill material ,:.E�ccavated
mate�ial used for Type "C"'backfill. must be �rrtecFianically ;omp�ct�d unae�s�the .Contractor °can
furnish tiie Engineer with �satisfacto'ry. evidence that tfie �:.I of .fh� excavated material, is less
than 8. Such evidence sti'all be �a test repbrt �frnhi an in� yper.►dent testing laboratory and must
include representative samples of soils in. all involved ar as; -with a map sho.wing the Pocation
a'nd depth of the various test holes. If excavated ma erial � is obviously gra:nular in �na`'ture,
containing little or no plastic material, the Engineer rri y v�raive the f`est report requi'r�r�ient.
See E1-2.3, Type "C" or."D" Backfill, and E2-2.11 Tren , Backfill`fpr additi.onal requirements.
When Type "C" backfill material is not' suitable, at th direction of the �Engineer, Type "B"
o��8iss SC-23
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PART Q_!- ASPECIAL CON.Q, IONS
backfill material shall be used. In general, all backfill ma rial for trenches in existing pay.ed
streets shalt be in accordance with Figure(s) A, B, C, �r D:. Sand material specified in
Figure(s) A-D shafl be obtained from an approved source a id shall consist of durable particles
free of thin or elongated pieces, lumps of clay, soil, loam ir vegetable matter and shall meet
the following gradation: ,
Size Sieve % Retainec��
#4 0-5
#16 0-20
#50 . 0=50
#100 60-95
#200 90-100 .
- �(P.I. - 8 or les)
C. TRENCH COMPACTION: All trench� �ackfill shall be �laeed in�'Iifts.,per�.,E2 2:9 Bac��ill.
Trenc�e,s which lie outside existing or future�•�pavements � i�ll��be compaeted to �a� minimum of
90% Sta�ndard Proctor Density (A.S�.T.M. D698) by means �f tarriping only.
�y Trenches which he under°existing or future �avement shal` be backfilled'�per Figure A
�,� Standard Proctor Der7sity by jetting, me.chanioal tam�. � g, or -a combination pf��
Backfill �material :to be �mechanically tamped, must be thin �+-4% of:; its.��optirrium:;
content. The�top two,(2) f.eet of sewer� line trenches and e top� eighteen ('t'8) ir�che:
'� line may' be r+�lled in with heavy equiptx�ent tires, provide tt.is pla:Ced in lif�s, ap�roprt
;.. , , „ �.
materral beiMg used ar�d.the aperation'can 6'e performed vnfhout damage #o'the�`ins�al
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Ttie Contr,acZo.r shal6 o6tain the services o# an independe testing labo�atory'to p��form #r�nch
compaction tests ,per A S;T:M.. standaj-ds_on all trench `b ckfkll: Thes� soil dens�ty;��sts=s,���l
be perFormed at two (2) foot'vertical intervals� beginning a� a level ;t�hrt� (2) €��� abo�ie tli�� tyop oi
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th�e insial,led �rp'e and cdntinui�g to'.th,e top, of`the compl�� backftll at ��tervals �long'fhe tr'en'ch
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not to' ��xceed '30Q linear feet. Test reports�• sliall" b.e' �urnish,e,'d, ta the .Fo;r� VSlorth 1Nater
Departme�t�Ehgineer upon completion o.f �t�sting as a.pa t of final acc�ptan�e' of #he� �ob . The
City expects.`to perForm, unannounce;d s�;ot �checks of th;e� compaction tests for verifi��t�bn'�nd
control purposes: These spof checks will .be perFormed, '% City per.sonnel at .City e�p.ens� ;and
wilf'not; be char..gec! to�.the Contractor. . H�wever, the cont�t:�ctor will be responsible,•for providing
access� and trench safety system to the. �,leyel of trench �ckfill layer to be tested or providing
trench �safety sysfem for tests conductecl by �the City.
Backfill material to be mechanically tamped must be v►i thin +1- 4%0 of its optim�um m'oisture
content. The two (2) feet� of sewer line trenches and the � op eighteen (18) inches��of water line
trenches may be rolled in with heavy equipment tires, �rovided the backfill is placed in I'ifts
appropriate to the material being used, and the oper� ion can be perFormed without any
damage to the installed pipe. �
� o��siss SG24
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PART D - SPECIAL CONDI�'IONS
D. MEASUREMENT AND PAYMENT: All material, includ.ii
labor costs of exeavation and �backfi�ll will be included'�in
and sewer pipe.
D-50 PAVEMENT REPAIR (E2-19�: The unit price bid u
proposal shall cover all cost for providin.g pavement repair
thickness, etc., to existing pavement as detailed in the Publi
for Pavement and Trench Repair for Utility Cuts, Figures 1 thi
All required paving cuts shall be made with a concrete saw in
of the trench, a minimum of twelve (12) inches outside .th�
backfilled and the top nine (9) inches shall be filled with rec
details, compacted and level with the finished street suri
maintained in a serviceable condition until the paving has bee
shall be accessible at night and over weekends.
any and all„ Type "B" backfill, and
>,price� bid� per linear foot of water
er the appropriate bid item of the
�ual to or superior in�composition,
Norks Department typical sections
�ah 5.
true and straight line on both sides
trench walls. The trench shall be
ired maferials as shown on paving
�e. This finished grade shall be
replaced. All residential driveways
It has been determined by the Transportation and Public `�Vorks Department that the strip of
existing HMAC pavement between the existing gutter and th� edge of the trench pavement repair
will not hold up if such strip of existing pavement is two (2) fe�t or less in width.
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Therefore, at the locations in the project where the trench w I is three (3) feet or less from the lip
of the existing gutter, the Contractor shall be required to remc�e the existing paving to such gutter.
The pavement repair shall then be made from a minimum d�tance of twelve (12) inches outside
the trench wall nearest the center of the street to the gutter lir,e.
The pavement shall be replaced within a maximum o�
placement conditions will permit repaving. If paving condii
opinion of the Owner, the repaving shall be done at the ea
A permit must be obtained from the Department of, EnginE
the Contractor in conformance with Ordinance No. 3449 a
cuts in the street. The Department of Engineering will insK
This permit requirement may be waived if work is being
inspected by the Department of Engineering.
: (5) working days, providing job
are not suitable for repaving, in the
possible date.
� Construction Services Section by
� Ordinance No. 792 to make utility
he paving repair after construction.
� under a Performance Bond and
D-51 TRENCH SAFETY SYSTEM FOR WATER DEPART ENT PROJECTS ONLY:
A. GENERAL: This specification covers the trench safety r,quirements for all trench excavations
exceeding depth of five (5) feet in order to protect worke � from cave-ins. The requirements of
this item govern all trenches for mains, manholes, vaults, seryice lines, and all other
appurtenances. T,he design for the trench safety shall � signed and sealed by a Registered
Professional Engineer licensed in Texas.
B. STANDARDS: The latest version of the U.S. Departr
� Health Adrninistration Standards, 29 CFR Part 1926,
made a part of this specification and shall be the mini
safety.
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nt of Labor, Occupational Safety and
ub-Part P- Excavations, are hereby
�m governing requirements for trench
� os��8iss SC-25
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PART D - SPECIAL
CON _ IONS
� 1. TRENCHES - A trench is referred to as a narrow ex avation made below the surface of
the ground in which the depth is greater than the wid i, where the width measur�d at the
bottom is not greater than fifteen (15) feet. .
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2. BENCHING SYSTEM - Benching means excavating tRe sides �of a trench to form one or a
series of horizontal level or steps, usually with vertic ?I or near-vertical surfaces between
levels.
3. SLOPING SYSTEM - Sloping means excavating to fo m sides of a trench that are inclined
away from the excavation.
4. SHIELD SYSTEM - Shields used in trenches are �enE ally referred to as "trench boxes" or
"trench shields". Shie�d means a structure that is abl to withstand the forces imposed on
it by a cave-in and protect workers within the str ture. Shields can be permanent
structures or can be designed to be portable and ove along as the work progresses.
Shields can be either pre-manufactured orjob-built in ccordance with OSHA standards.
5. SHORING SYSTEM - Shoring means a structure suc � as a metal hydraulic, mechanical or
timer system that supports the sides of a trench and v�ich is designed to prevent cave-ins.
Shoring systems are generally comprised of cro�s-braces, vertical rails, (uprights),
horizontal r`ails (wales) and/or sheeting.
D. MERSUREMENT - Trench depth is the vertical meastrement from the top of the existing
ground to the bottom of the pipe or structures. The quar'tity of trench safety systems sha`II .be
based on the linear foot amount of trench depth greater t�;an five (5) feet.
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E. PAYMENT - Payment shall be full compensation for�safety system design, labor, tools,
materials, equipment and incidentals necessary for th� ins�all�tion and removal of trench
'safety systems.
D-52 SANITARY SEWER MANHOLES:
A. GENERAL: The installation, replacement, and/or rehabil �ation of sanitary sewer manholes will
be required as shown on the plans, and/or as described n these Special Contract Documents
in addition to those located in the field and identified by t �e Engineer. All manholes shall be in
accordance with sections E1-14 Materials for Sanitary •,ewer Manholes, Valve Vaults, Etc.,
and E2-14 Vault and Manhole Construction of the General Contract Documents and
Specifications, unless amended or superseded by requir ments of this Special Condition.
1. CONCRETE COLLARS: Concrete collars will be re ired on all manholes specified as per
Figure 121.
2. WATERTIGHT MANHOLE INSERTS: Watertight gasketed ri�anhole inserts shall be
installed in all sanitary sewer manholes. Inserts sh� II be constructed in accordance with
Fort Worth Water Department Standard E100-4 and shall be fitted and installed according
to the manufacturer's recommendations. Stainless eel manhole inserts shall be required
for all pipe diameters 18" and greater.
� o��s�ss SG26
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PART D- SPECIAL COND IONS
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3. LIFT HOLES: All lift holes shall be plugged with a�p��-cast concrete plug. The lift hole
shall be sealed on the outside of the manhole with RaM,Nek or an approved equal sealant.
The lift hole shall be sealed on the inside of the manhol = with quick setting cement grout.
4. FINAL RIM ELEVATIONS: Manhole rims in arkwa ` lawns and other im roved lands
p Y , p,
shall be at an elevation not more than one (1) nor les� than one-half (1%2) inch above the
surrounding ground. Backfill shall provide a uniform sloe from the top of manhole casting
for not less than three (3) feet each direction to existi�g finish grade of the ground. The
grade of all surfaces shall be checked for proper slope � nd grade by string lining the entire
area regarded near the manhole.
� Manholes in open fields, unimproved land, or draina : courses shall be at an elevation
shown on the drawings°or minimum of 6 inches above � ade.
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5. MANHOLE COVERS: All licls shall have pick slots in
and covers shall be.McKinley, Type N, with indented
Covers shall set flush with the rim of the frame and sf
between the frame and cover. Bearing surfaces s
manhole lids and frames will be restricted to location
areas specifically designated on the plans. Certaini
Frames are acceptable for use where locking lids are :
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�p design, or equal, with pick slots.
�II have no larger than 1/8 inch gap
�all be machine finished. 'Locking
within the 100-year floodplain and
�pd Ductile Iron Manhole Lids and
�ecified.
SHALLOW CONE MANHOLES: ShalloN� manholE construction will be used when
manhole depth is four (4) feet� or- less. All shallo� cone manholes shall be built in
accordance with Figure 105. All shallow cone manr les shall have a cast iron lid and
frame with pick slots. NOTE: MANHOLES PER FIGU E 106 WILL NOT BE ALLOWED.
MANHOLE STEPS: No manhole steps are to be instal�ed on any sanitary sewer�manhole.
EXTERIOR SURFACE COATING: Exterior surfaces �F all manholes shall be coated with
two mop coats of coal tar epoxy, Koppers "Bitumasti uper Service Black" Tnemec "46-
450 Heavy Tnemecol," or equal to, a minimum or 14 Is dry film thickness.
MANHOLE JOINT SEALING: All interior and/or e�erior joints on concrete manhole
sections cons�ructed for the City of Fort Worth Water �� partment, excluding only the joints
using a trapped type performed O-ring rubber gasket �iall require Bitumastic joint sealants
as per Figure M.
This sealant shall be pre-formed and trowelable Bitum �stic as manufactured by Kent-Seal,
Ram-Nek, E-Z Stick, or equal. The joint sealer shall be supplied in either extruded pipe
form or suitable cross-sectional area or flat-tape and �hall be sized as recommended by
the manufacturer and approved by the Engineer. Th� joint sealer shall be protected by a
suitable removable wrapper and shall not in any way �pend on oxidation, evaporation, or
any other chemical action for either its adhesive prope�ties or cohesive strength. The Joint
sealer shall remain totally flexible without shrinking, r�rdening, or oxidizing regardless of
the length of time it is exposed to the elements. The ►-�anufacturer shall furnish an affidavit
attesting to the successful use of the product as a�re-formed flexible joint sealant on
concrete pipe and manhole sections for a period of at ��ast fiVe years.
� o��aiss SG27
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PART D - SPECIAL COND��fIONS
B. EXECUTION:
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INSTALLATION OF JOINT ���LANT: Each grade �
shall be sealed with the above specified materials. A
joint sealant shall be thoroughly cleaned of dirt, sanc
primer shall be applied to all su�Faces prior to installing
the recommendations by the manufacturer. The prol
joint sealant until immediately prior to the placemer
removal of the protective wrapper, the joint sealant.sh�
cover over manhole opening with�the bottom of the rin�
Frames and grade rings shall rest on two (2) rows (in.
sealer.
2. SEALING AND/OR ADJUSTING EXISTING MANHOL �: Excavate (rectangular full depth
'� saw cut if in pavemer�t) adjacent to the manhole to ex se the entire manhole frame and a
minimum of 6 inches of the manhole wall keeping the ,des of the trench nearly vertical.
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Remove manhole frame from the manhole structu
frame and grade rings. Any frame or grade ring tha�
by the Engineer shall be replaced. Grade rings
materials other than pre-ca�t concrete rings, or wr
Engineer, shall be replaced with a pre-cast flattop s
pre-cast concrete flattop section will be the only adju;
Ijustment ring and manhole frame
surfaces to be in contact with the
mud, or other �oreign matter. A
he joint sealant in accordance with
ctive wrapper shall remain on the
of the pipe in the trench. After
I_be kept clean. Install frames and
� resting on Bitumastic joint sealer.
de and outside) of Bitumastic joint
� and observe the condition of the
i not suitable for use as determined
t�t are constructed of brick, block
;�'.. necessary and approved by the
:� tion. Pre-cast concrete rings, or a
:r�ents allowed.
In brick or block manholes, replace the upper portioh I�f the manhole to a point 24 inches
below the frame. If the walls or cone section beloyv��his level are structurally unsound,
notify the Engineer prior to replacement of the grad�e ings and manhole frame. Existing
brickwork, if damaged by the Contractor, shall be re�l�ed at the Contractor's expense.
Wire brush manhole frame and exposed manhol
debris. Coat exposed manhole surfaces with an a�p
application of a quick setting hydraulic cement to pro,vi
urFaces to remove dirt and
�ved bonding agent followed
e a smooth working surFace.
loose
by an
If the inside diameter of the manhole is too large tc
frames, a flat top section shall be installed.
Joint surFaces between the frames, adjustment rinc
stones, debris and voids to ensure a watertight s�
along the inside and outside edge of each joint, o
formed gasket material. Position the butt joint of e
sides of the manhole. No steel shims, wood, :
accepted �by the Engineer may be used to obtain
frame.
y support new adjustment rings or
i cone section shall be free of dirt,
'lace flexible gasket joi'nt' material
trowelable material in lieu of pre-
�ngth of joint material on, opposite
, or ,any material not specifically
surface elevation of the manhole
� In paved areas or future paved areas, castings sha I�e installed by using a straight edge
not less than ten (10) feet long so that the top of th� �asting will conform to the slope and
finish elevation of the paved surface. The top of tt���casting shall be 1/8 inch below the
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PART D- SPECIAL CUND IONS
finished elevation. Allowances for the compression o j the joint material shall be made to
assure a proper final grade �I��ation. �
3. EXPOSED EXTERIOR SURFACES: All exposed ex�rior surtaces shall be coated with
two mop coats of coal tar epoxy. Kopper "Bitumastic 3uper Service Black"; Tnemec "46-
450 Heavy Tnemecol", or equal, to a minimum of 14 m� s dry film thickness.
4. The exterior surface of all pre-cast section joints shal be thoroughly cleaned with a wire
brush and then waterproofed with a 1/2-inch thick oat of trowelable bitumastic joint
sealant from 6-inches below to 6-inches above the j int. The coated joint shall then be
wrapped with 6 mil plastic to protect the sealant from , mage during backfilling.
C. MEASUREMENT AND PAYMENT: The price bid for ne4= manhole installations shall include
all labor, equipment, and materials necessary for constri �ction of the manhole including, but
not limited to, �joint sealing, lift hole sealing and exterior su face coating and pavement repair.
The price bid for reconstruction of existing manholes sl�all include all labor equipment and
materials necessary for construction of new manhole, inc ading, but not limited to, excavation,
backfill, disposal of materials, joint sealing, lift hole s ling, exterior surface coating and
pavement repair. � �
The price bid for adjusting and/or sealing of existin manholes shall include all labor,
equipment and materials necessary for adjusting and/or s aling the manhole, including but not
limited to, joint sealing, lifthole sealing, and exterior surfac�? coating.
Payment for concrete collars will be made per each. � ayment for'manhole inserts will be
made per each.
D-53 SANITARY SEWER SERVICES Ar�y r�conneC�ion, rlocation, re routes repl�cer�ent, ,q"r
ilgw ��nifary,.'s`eweX service sh��l b� r��e;quired, �s's�aown �n th �'plans;�.°and/or, �s c�es�er�bed in +tt�ese
Sp��rat Contact Documents `�n 'additi'�r� �to those lacafed in. t�field��and idenfif�ed by the Er�gir�fi�er
; . . . , ..
as �acti.ve �sevuer ta;ps. The service connections shall be c�structed by the �Contractor utilizing
standard factory manufactured tees. City approved factory- manufactured saddle taps may be
used, but only as directed by the Engineer. The decision tc use saddle taps as opposed to tees
shall be made on a case by case basis. The Contractor sh-ll be responsible for coordinating the
scheduling of tapping crews with building owners and the Engineer in order that the work be
perFormed in an expeditious manner. A minimum of 24 hour advance notice shall be given when
taps will be required. Severed service connections shall be r�aintained as specified in section C6-
6.15. � r
A. SEWER SERVICE RECONNECTION: When sewer s
Contractor shall vertically adjust the existing sewer sen
and furnish a new tap. The fittings used for vertical ac
bend of 45 degrees. The tap shall be located so as to I
any horizontal adjustment. For open cut applications, al
replaced to the property or easement line, or as di "rect
services on sewers being rehabilitated using pipe enlar�
the property or easement line or as directed by the E
Sewer Service Replacement shall be adhered to for th�
�rvice reconnection is called for the
ice line as required for reconnection
ustment �shall consist of a maximum
�e up with the service line and avoid
sanitary sewer service lines shall be
:d by the Engineer. Sanitary sewer
ement methods shall be replaced to
igineer. Procedures listed below for
installation of any sewer service line
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PART D SP CIAL COND IONS
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including the incidental four (4) feet of service, line whi :h is included in the price bid for
Sanitary Sewer Taps. Payment for work such as backfill, �acf'dles, tees, fittings incidental four
(4) feet of service line and all oth�'r �`ssociated appurtenan =es required shall be included in the
price bid for Sanitary Sewer Taps.
B. SEWER SERVICE REPLACEMENT: All building se ,�er services encountered during
construction shall be adjusted and/or replaced by the Co�''tractor as directed by the Engineer
as required for the connection of the sewer service line. If the sewer service line is in such
condition or adjustment necessitates the replacement of t e sewer service line, all work shall
be performed by a licensed plumber. The length of the �placement shall be determined by
the Engineer. All sewer services shall be installed at a mi imum of two (2) percent slope or as
approved by the Engineer. Connection, to the existing s.�rer service line shall be made with
appropriate adapter fitting. The fitting shall be a urethan : or neoprene coupling A.S.T.M, C-
425 with series 300 stainless steel compression straps.
Payment for work and materials such as backfill, pipe fit�ings, surface restoration on private
property (to match exis`ting), and all other associated work for service replacements in excess
of four (4) linear feet shall be included in the linear foot pri se bid for sanitary sewer service line
replacement. Payment for all work and material involvi�'_� the "tap" shall be included in the
price bid for sanitary sewer ser`vice taps.
D-54 NOT USED
D-55 REMOVAL, SALVAGE, AND ABANDONMENT t
removal, salvaging and/or abandonment of existing facilities �
on the plans, and/or described in these Special Con�ract Doci
the �field and identified by the Engineer. This work shall k
E2-1.5 Salvaging of Material and E2-2.7 Removing Pipe, of t
Specifications, unless amended or superseded by requiremer
F EXISTING FACILITIES: •Any
ill necessarily be required as shown
ments in addition to those located in
: done in accordance with Section
e General Contract Documents and
of this Special Condition.
Q A. SALV°�GE OF EXISTING WATER METER AND METE BOX: Existing water rneter and
meter box shall be removed and return;ed to the W� er Department warehouse by the
Contractor in accordance with Section E2-1.5 Salvaging q Materials.
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B. SALVAGE OF EXISTING WATER METER AND CON fZETE VAULT LID: Existing water
meter and concrete vault lid s�hall be removed and eturned to the Water Department
warehouse by the Contractor in accordance with Section, E2-1.5 Salvaging of Materials. The
�concrete vault shall be demolished in place to a point iot less than 18 inches below final
grade. The concrete vault shall then be backfilled and c �mpacted �in accordance with backfill
method as specified in Section E2-2.9 Backfill. Backfill �aterial shall be suitable excavated
material approved by the Engineer. Surface restoratiq� shall be compatible with' existing
surrounding surface and grade. �
C. SALVAGE OF EXISTING FIRE HYDRANTS: Existing fire hydrants shall be removed and
returned to the Water Department warehouse by the C¢ntractor in accordance with Section
E2-1.5 Salvaging of Materials. The void shall be backfillE� and compacted in accordance with
backfill method as specified in Section E2-2.9 Backfill � Backfill material shall be suitable
excavated material approved by the Engineer. Surtace restoration shall be compatible with
existing surrounding surface and grade.
� 05/18/99 SC-3�
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PART D - SPECIAL
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COND TIONS
D. SALVAGE OF EXISTING GATE '�AL�/E: Existing ,gate �Ive and valve box and lid shall be
removed and returned to the Water Department warehou e by the Contractor in accordance
with Section E2-1.5 Salvaging of Materials. The void are� caused by the valve removal
shall be backfilled and compacted in accordance with baikfill method as specified in Section
E2-2.9 Backfill. Backfill material shall be suitable ex avated material approved by the
Engineer. Surface restoration shall be compatible wit existing surrounding surface and
grade. If the valve is in a concrete vault, the vault shall demolished in place to a point no
less than 18" below final grade.
E. AB/�NDONMENT OF EXISTING GATE VALVE: Existirg gate valve and box lid shall be
abandoned by first closing the valve to the fully closed po -ition and demolishing the valve box
� in place to a point not less than 18 inches below final gra � e. Concrete shall then be used as
backfill material to match existing grade. �
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F. ABANDONMENT OF EXISTING VAULTS: Vaults to be
slab and lid removed and vault walls demolished to a poin
The void area caused shall then be backfilled and cor
method as specified in Section E2-2:9 Backfill. Backfill
material approved by the Engineer. Surface restoration
surroundittg grade.
G. ABANDONMENT OF MANHOLES: Manholes to be ab
entering or exiting the structure plugged with lean concre
be removed to the top of the full barrel diameter sectic
below final grade. The structure shall then be backfille
backfill method as specified in Section E2-2.9 Backfill.
washed sand of clean, suitable excavated material s
restoration shall be compatible with surrounding service :
backfilling, plugging of pipe(s) and all other appurtenan
appropriate bid item - Abandon Existing Sewer Manhole.
H. REMOVAL OF MANHOLES: Manholes to be removed
the structure disconnected. The complete manhole,
barrel diameter section, and base section shall be rer
backfilled and compacted in accordance with backfill r
Backfill. Backfill material may be with Type C Backfill
Engineer. Surface restoration shall be compatible with ;
I. CUTTING AND PLUGGING EXISTING MAINS: At vari
required to cut, plug, and block existing water mains/ser
in order to abandon these lines. Cutting and plugging E
considered as incidental and all costs incurred will be c
foot bid price of the pipe, unless separate,trenching is rE
J. REMOVAL OF EXISTING PIPE: Where removal of the
Contractor's responsibility to properly dispose of all rei
hydrants and meter boxes shall be delivered to Water
Yard.
�emolished in place shall have top
not less than 18" below final grade.
pacted in accordance with backfill
naterial shall be suit�ble excavated
hall be compatible with the existing
�doned in place shall have all pipes
Manhole top or cone section shall
� or #o point not less than � 8 inches
and compacted in accordance with
3ackfill material may be either clean
�roved by the Engineer. SurFace
�rface. Payment for work involved in
;s required, shall be included in the
�all have all pipes entering or exiting
cluding top or cone section, all full
�ved. The excavation shall then be
�:thod as specified in Section E2-2.9
��Type B Backfill, as approved by the
rrounding surface.
� locations on this project, it may be
es or sanitary sewer mains/services
�ting mains and/or services shall be
sidered to be included in the linear
ired.
xisting pipe is required, it s�all be the
oved pipe. All removed valves", fire
)epartment Field Operation, Storage
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K. PAYMENT: Payment for all worK , and material involved in salvaging, abandoning and/or
removing existing facilities shall be included in the linear f� t bid price of the pipe, except as
follows: separate payment will be made for removal of all ire hydrants, gate valves, 16 inch
and larger, and sanitary sewer manholes, regardless of locaa�iion.
Payment will be made for salvaging, abandoning and/or r�noving alf other existing facilities
when said facility is not being replaced in the same tren�.h (i.e., when removal requires a
separate trench).
D-56 DETECTABLE WARNING TAPES: Detectable under �round utility warning tapes wMich
can be located from the surface by a pipe detector shall be i talled directly above non-metallic
water and sanitary sewer pipe. The detectable tape shall be "�tect Tape" manufactured b� Allen
Systems, Inc. or approved equal, and shall consist of a inimum thickness 0.35 mils solid
aluminum foil encased in a protective inert plastic jacket that s Limpervious to all known alkalis,
acids, chemical reagents and solvents found in the soil. Th minimum overall thickness of the
tape shall be 5.5 mils, and the width shall not be less than twc inches with a minimum unit weight
of 2'/Z pounds/1 inch/100'. The tape shall be color coded �_id imprinted with the message as
follows:
Type of Ufiliiy
Water
Sewer
Color Code Legends
Safety Blue Caution! Burieq Water Line Below
Safety Green Caution! Burie Sewer Line Below
Installation of detectable tapes shall be �Ser manufacturer's �ecommendations and shall be as
close to the grade as is practical for optimum protection and c:tectability. Allow a minimum of 18
inches between the tape and the pipe. Payment for work �ch as backfill, bedding, blocking,
detectable tapes, and all other associated appurtenances re �uired shall be included in'the unit
price bid for the appropriate bid item(s).
D-57 PIPE CLEANING: .Joints shall be wiped and then ins �ected for proper installation by the
inspectors. Each joint shall be swept daily and kept clean di:ring installation. A temporary night
plug shall be installed on all exposed pipe ends during any pe � d of work stoppage.
D-58 BARRICADES, WARNINGS, AND FLAGMEN: Refe �nce Part C- General Conditions,
Section C6-6.8 Barricades, Warnings, and Watchmen: ��
A. Wherever the word Watchmen appears in this paragra� i, it shall be changed to the word
Flagmen.
� B. In the first paragraph, lines five (5) and six (6), chanc the phrase "take all such other
precautionary measures" to "take all reasonable necessar�measures".
D-59 DISPOS•AL OF SPOIUFILL MATERIAL: Prior to th' disposing of any spoil/fill. material,
Qthe Contractor shall advise the Director of Engineering De artment, acting as the Cit�r of Fort
Worth's Flood Plain Administrator ("Administrator"), of the loc +.ion of all sites where the Contractor
intends to dispose of such material. Contractor shall no dispose of such material until the
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PART D- SPECIAL CONDI I'IONS
proposed sites have been determined by the Administrator to -�eet the requirements of theFlood
Plain Ordinances' of the City of Fort Worth (Ordinance No. 1)056). All disposal sites must be
approved by the Administrator to ensure that filling is not occ rring within a floodplain without a
permit. A floodplainJ� ermit can be issued upon approval of ne .ssary Engineering studies. No fill
permit is required if disposal sites are not in a floodplain. A roval of the Contractor's disposal
sites shall be evidenced by a letter signed by the Administr or stating that the site is hot in� a
known flood plain or by a Flood Plain Fill Permit authorizi g fill within the flood plain. Any
expenses associated with obtaining the fill permit, including � y necessary Engineering studies,
shall be at the Contractor's expense. In the event that the Co ractor disposes of spoil/fill material
at a site without a fill permit or a letter from the administrato approving the disposal site, upon
notification by the Director of Engineering Department, Co tractor shall remove the spoil/fill
material at its expense and dispose of such materials in accgdance with the Ordinances of the
City and this section.
D-60 MECHANICS AND MATERIALMEN'S LIEN: The Cor� :ractor shall be required to execute
a release of inechanics and materialmen's liens upon receipt o� payment.
D-61 SUBSTITUTIONS: The specifications for materials �et out the minimum standard of
quality which the City believes necessary to procure a satisfac.�ry project. No substitutions will be
permitted until the Contractor has received written permision of the Engineer to make a
substitution for the material which has been specified. Where j he term "or equal", or "or approved
equal" is used, it is understood that if a material, product, or p�ce of equipment bearing the name
so used is furnished, it will be approvable, as the particular trGde name was used for the 'purpose
of establishing a standard of quality acceptable to the City. f If a product of any other name is
proposed for use, the Engineer's approval thereof must �e obtained before the proposed
substitute is procured by the Contractor. Where the term "or �qual", or "or approved equal" is not
used in the specifications, this does not necessarily exclu Ye alternative items or material or
equipment which may accomplish the intended purpose. Ho�-�ever, the Contractor shall have the
full responsibility of proving that the proposed substitution is, � n fact, equal, and the Engineer, as
the representative of the City, shall be the sole judge of thF acceptability of substitutions. The
provisions of this sub-section as related to "substitutions" s �:all be applicable to all sections of
these specifications. �
D-62 PRE-CONSTRUCTION TELEVISION INSPECTION
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GENERAL: Prior to the reconstruction, ALL sections
abandoned, removed (except where being replaced i
(pipe enlargement, cured=in-pla�e pipe, fold and form �
and a television inspection performed to identify any �
laterals and their location. Work shall consist of furnisl
necessary for the cleaning and inspection of the se�
television. Satisfactory precautions shall be taken to pr�
might be inflicted by the improper �se of cleaning equip�
� 05/18/99
�ANITARY SEWER
�isting sanitary sewer lines to be
� same location), or rehabilitated
slip-line, etc.), shall be cleaned,
sewer service taps, other sewer
all labor, material, and eq'uipment
ines by means of closed circuit
the sewer lines from dam�ge that
HIGH �/ELOCITY JET (HYDROCLEANING) EQUIPN ENT: The high-velocity sewer line
cleanin� equipment shall be constructed for easy and �afe operation. The equipment shall
also have a selection of two or more high-velocity no�zles. The nozzles shall be capable
of pro�ucing a scouring action from 15 to 45 degre s in all size lines designated to be
cleaned. Equipment shall also include a high-vel � ity gun for washing and� scouring
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manhole walls and floor. The gun shall �e capable of �roducing flows from a fine spray to
a solid stream. The equipment shall carry its own w�=er tank, auxiliary engines, ,pumps,
and hydraulically driven hose reel.
Hydraulically Propelled Equipment shall be of a mova e dam type and be constructed in
such a way that a portion of the dam may be collap d at any time during the cleaning
operation to protect against flooding of the �sewer. ° e movable dam shall be equal in
diameter around the outer•periphery to ensure remova .of grease. If sewer cleaning balls
or other equipment which cannot be collapsed is us� d, special precautions to prevent
flooding of the sewers and public or private property �all be taken. The flow of sewage
present in the sewer lines shall be utilized to provide n�cessary fluid for hydraulic cleaning
devices Vvhenever possible.
2. CLEANING PROCEDURES: The designated sewer manholes shall be cleaned using
high-velocity jet equipment. The equipment shall b capable of removing dirt, grease,
rocks, sand, and other materials and obstructions fro the sewer lines and manholes. If
cleaning of an entire section cannot be successfully performed from one manhole, the
equipment shall be set up on the other manhole and � leaning again attempted. If, again,
successful cleaning cannot be performed or equipmen��fails to traverse the entire manhole
section, �it will be asswmed that a major blockage exi�+,s, and the cleaning effort shall be
abandoned. When additional quantities of water frorr� fire hydrants is necessary �to avoid
dela�i in normal working procedures, the water s�all be conserved and not used
unnecessarily. No fire hydrant shall be obstructed in �,ase of a fire in the area served by
the hydrant. Before using any water from the C�y Water Distribution System, the
Contractor shall apply for and receive permission � rom the Water Department. The
Contractor shall be respon,sible for the water meter �nd related charges for the setup,
including the water usage bill. All expenses shall be c4 nsidered incidental to cleanir�g.
� 3. DEBRIS REMOVAL AND DISPOSAL: All sludge, dirt� sand, rock, grease, and other solid
or semisolid material resulting from the cleaning �eration shall be removed at the
downstream manhole of the section being cleanec� Passing material from manhole
� section to manhole section, which could cause line s; oppages, accumulations of sand in
wet wells, or damage pumping equipment, shall not b� permitted.
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4. All solids or semisolid resulting from the cleaning oper�tions shall be removed from the site
and disposed of at a site designated by the Engineer.�All materials shall be removed from
the site no less often than at the end of each workday� �nd disposed of at no additional cost
to the City.
5. UNDER NO CIRCUMSTANCE SHALL SEWAGE O�'SOLIDS REMOVED THEREFROM
BE DUMPED ONTO STREETS OR INTO DITCHES CATCH BASINS, STORM DRAINS
OR SANITARY SEWER MANHOLES.
� 6. TELEVISION INSPECTION EQUIPMENT: The tele�
shall be one specjfically designed and constructed �
camera shall be suitable to allow a clear picture of t
� camera shall be operative in 100% humidity conditic
and other components of the video system shall be c
the satisfaction of the Engineer; and if unsatisfactory
� payment will be made for an unsatisfactory inspectior:
sion camera used for the inspection
�r such inspection. Lighting for the
�e entire periphery of the pipe. The
�s. The camera, television monitor,
�pable of producing picture quality to
equipment shall be removed and no
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QB. EXECUTION:
PART D- SPECIAL CONDI � IONS
n 1. TELEVISION INSPECTION: The camera shall be
Udirection at a moderate rate, stopping when necessan
any sewer service taps. In no case will the television c
than 30 feet per minute. Manual winches, power winct
� or other devices that do not obstruct the came
documentation shall be used to move the camera thro�
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oved through the line in either
:o permit proper documentation of
mera be pulled at a speed greater
s, N cable, and powered rewinds
view or intertere with` proper
h the sewer line.
When manually operated winches are used to pull the'°elevision camera through the line,
telephones or other suitable means of communication • shall be set up between the two
manholes of the s�ction being inspected to ensur good communications between
members of the crew.
The importance of accurate distance measuremen � is emphasized. All television
inspection video tapes shall have a footage counter. Vleasurement for location of sewer
service taps shall be above ground by means of inete�- device. Marking on the cable, or
the like, which would require interpolation for dept of manhole, will not be allowed.
Accuracy of the distance meter shall be checked by u_ of a walking meter, roll-a-tape, or
other suitable device, and the accuracy shall be satisfa ory to the Engineer.
The City makes no guarantee that all of the sanitary s, ers to be entered are clear for the
passage of a camera. The methods used for securing �assage of the camera are to be at
the option of the Contractor. The cost of retrievin the Television camera, under all
circumstances, when it becomes lodged during inspec on, shall be incidental to Television
inspection. °
2. DOCUMENTATION: T�levision Inspection Logs: Prin� �d location records shall be kept by
the Contractor and will clearly show the location in rel tion to an adjacent manhole of each
sewer service taps observed during inspection. In dition, other points of significance
such as locations of unusual conditions, roots, stor sewer connections, broken pipe,
presence of scale and corrosion, and other discernibi e features will be recorded, and a
copy of such records will be supplied to the City.
3. PHOTOGRAPHS: Instant developing, �5 mm, or oth,r standard-size photographs of the
television• picture of problems shall be taken by tF� Contractor upon request of the
Engineer, as long as such photographing . does ot interfere with the Contractor's
operations.
4. VIDEOTAPE RECORDINGS: The purpose of tape ,cording shall be to supply a visual
and audio record of problem areas of the lines that m�; be replayed. Video tape recor.ding
playback shall be at the same speed that it was rec�ded. The television tapes shall be
furnished to the City for review immediately upon co�pletion of the television inspection
and may be retained a maximum of 30 calendar days.
� Equipment shall be provided to the City by the Contr�ctor for review of the tapes. Tapes
will be returned to the Contractor upon completion of eview by the Engineer. Tapes shall
not be erased without the permission of the Engineer.
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CONDI _ IONS
If the tapes are of such poor quality that the Engineer i, anable to evaluate the �condition of
the sewer line or to locate service connections, the �ntractor shall be required to re-
televise and provide a good tape of the line at no additi�al cost to the City. If a good tape
cannot be provided of such quality that can be reviewe � by the Engineer, no payment for
televising this portion shall be made. Also, no paymen shall be made for portions of lines
not #elevised or portions where manholes cannot be ne otiated with the television camera.
THE TAPES SHALL BE SUBMITTED TO THE ENGIN;:ER PRIOR TO CONSTRUCTION
FOR REVIEW AND DETERMINATION OF SAGS. Upc� completion of review of the tapes
by the Engineer, the Contractor will be notified as to w+�ich sections of the sanitary sewer
are to be corrected. Tapes will be returned to the Cont ctor upon completion of review by
the Engineer.
All costs associated with this work shall be incidenta to unit prices bid for items under
Television Inspection of the Proposal.
PAYMENT OF CLEANING AND PRE-CONSTRUCTIO TELEVISION INSPECTION OF
SANITARY SEWERS: The cost for Pre-Construction CI ning and Television Inspection of
sanitary sewers shall be per linear foot of sewer actual , televised. The Contractor shall
provide the Engineer with tapes of a quality that the parti ular piece of sewer can be readily
evaluated as to existing sewer conditions and for providir� appropriate means for review of
the tapes by the Engineer including collection and� rem al, transportation and disposal of
sand and debris from the sewers to a legal dump site.
t
Television inspection shall include necessary cleaning (hyc raulic jet or mechanical cleaner) to
provide video image required for line analysis.
The primary purpose of cleaning is for television inspectio � and rehabilitation; when a portion
of a line is not or cannot be televised or rehabilitated, the �leaning of that portion of line shall
be incidental and no payment shall be made.
The City makes no guarantee that all of the sanitary se ers to be entered are clear for the
passage of a camera. The methods used for securing pa �age of the camera are to be at the
option of the Contractor, and the costs must be included �n the bid price for TV Inspections.
The cost of retrieving the N Camera, under all circu tances, when it becomes lodged
during inspection, shall be incidental to TV Inspection.
The item shall also include all costs of installing and,maint�ining'any bypass pumping required
to provide reliable, regular sewer service to the area resi��ents. All bypass pumping shall be
incidental to the project. �
D-63 VACUUM TESTING OF SANITARY SEWER MANHO ES
A. GENERAL: This item shall govern the vacuum testing of all newly constructed sanitary sewer
manholes.
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� B. EXECUTION:
PART D- SPECIAL CONDI iIONS
� 1. TEST PROCEDURE: Manhbles shall be tested with I connections in place. Lift holes
shall be plugged, and all drop-connections and gas se �ling connections shall be installed
prio.r to testing,
aThe �sewer lines entering the manhole shall be plugg and braced to prevent the plugs
from being drawr�.into the manhole. The plugs shall installed in the lines beyond the
� dro�-connections, gas sealing Connections, etc. The t st head shall be placed inside the
frame at the top of the manhole and inflated in a cordance with the manufacturer's
recommendations. A vacuum of ten inches of inerc (10"Hg) shall be drawn and the
n vacuum pump will be turned off. With the valve close i, the level of vacuum shall be read
�� after the required test time. The required test time s� II be determined from the Table I
below in accordance with ASTM C1244-93: �
� Table I
MINIMUM TIME REQUIRED FOR VA UM DROP
Q OF 1" Hg (10"Hg - 9"Hg) (S -�)
Depth of MH. 48-Inch Dia. 60-Inch Dia.
(FT.) Manhole Manhole
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0 to 16'
18'
20'
22'
24'
26'
28'
30'
ForEach
Additional 2'
40 sec.
45 sec.
50 sec.
55 sec.
59 sec.
64 sec.
69 sec.
74 sec.
5 sec.
52 sec.
` 59 sec.
65 sec.
72 sec.
78 sec.
85 sec.
91 sec.
98 sec.
6 sec.
2. ACCEPTANCE: The manhole shall be considered �;ceptable, if the drop in the level of
vacuum is less than one-inch of inercury (1" Hg) after� �he required test time. Anymanhole
which fails to pass tfie initial test must be repaired wit i a suitable �naterial which conforms
to the construction material of the manhole. The ma �hole shall be retested as described
above until it has successfully passed the test.
Following completion of a successful test, the man o(e shall be restored to its normal
condition, all temporary plugs shall be removed, all br� ces, equipment, and debris shall be
removed and disposed of in a manner satisfactory to e Engineer.
C. PAYMENT: Payment for vacuum testing of sanitary s wer manholes shall be paid at the
contract price per each vacuum test. This price shall i clude all material, labor, equipment,
and all incidentals, including all bypass pumping, requir.�d to complete the test as specified
herein.
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PART D - SPECIAL
�,
COND IONS
D-64 BYPASS PUMPING: The Contractor shall bypass t-ie sewage around the section or
sections of sewer to be rehabilitated and/or replaced. The .�ypass shall be made by plugging
existing upstream manhol� and pumping the sewage into a downstream ri�anhole or adjacent
system or other method as may be ��prov�d by the Engineer The pump and bypass lines shall
be:bf adequate capacity and size to handle the flow without s� age backup occurring to facilities
connected to the sewer. Provisions shall be made at drive ys and street crossings to permit
safe vehicular travel without interrupting flow in the bypass s tem. Under no circumstances wi(I
the Contractor be permitted to discharge sewage into the tren es. Payment shall be incidental to
rehabilitation or replacement of the sewer line.
D-65 POST-CONSTRUCTION TELEVISION INSPECTION C•F SANITARY SEWER:
A. GENERAL: After construction, ALL sections of sanitary ";ewer lines shall have a television
inspection performed. Work shall consist of furnishing II labor, material, and equipment
necessary for inspection of the sewer lines by means of c sed circuit television. Satisfactory
precautions shall be taken to protect the sewer lines fron damage that might be inflicted by
the improper use of cleaning equipment.
.B. TELEVISION INSPECTION EQUIPMENT: The television aamera used for the inspection shall
be �one specifically designed and constructed for such ir'-�pection. Lighting for the camera
shall be operative in 100% humidity conditions. The ca�iera, television monitor, and other
components of the video system shall be capable o� producing picture quality, to the
satisfaction of the Engineer; and if unsatisfactory, eq� pment shall be removed and no
paymen,t will be made for an unsatisfactory inspection.
C. EXECUTION:
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TELEVISION INSPECTION: The camera shall be moved through the line in either
direction at a moderate rate, stopping when necessa to permit proper documentation of
any sewer ser�ice taps. In no case will the television amera be pulled at a speed, greater
than 30 feet per minute. Manual winches, power winc es, TV cable, and powered� rewinds
or other devices that do not obstruct the came�-a view or interFere with, proper
documentation shall be used to move the camera thro��gh the sewer line.
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When manually operated winches are used to pt�ll th television camera through the line,
telephones or other suitable means of communicatio�s shall be set up between' the two
manholes of the section being inspected to ensu � good communications between
members of the crew.
The importance of accurate distance measuremer s is emphasized. All television
inspection video tapes shall have a footage counter. Measurement for location of sewer
service taps shall be above ground by means of inet r device. Marking on the cable, or
the like, which would require 1interpolation for deptl� of manhole, will not be ,allowed.
Accuracy of the distance meter shall be checked by u�,:e of a walking meter, roll-a-tape, or
other suitable device, and the accuracy shall be satisf -tory to the Engineer.
The City makes no guarantee that all of the sanitary s wers to be entered are clear for the
passage of a camera. The methods used for securin passage of the camera are to be at
the option of the Contractor. The cost or retrievin the Television camera, under all
SC-38
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�PART D - SPECIAL
CONDI TIONS
circumstances, when it becomes lodged during inspect �n, shall be incidental to Television
inspection.
Sanitary sewer mains must be I�ced with enough w�
inspection must be done immediately following the la
sewer is active, flow must be restricted to provide a c
DOCUMENTATION: Television Inspection Logs: Pr
the Contractor and will clearly sh,ow the location in re
sewer service tap observed during inspection. All
stationing as shown on the plans. A copy of these
City.
PHOTOGRAPHS: Instant developing, 35 mm, or c
television picture of problems shall be taken by
Engineer, as long as such photographing does
operations.
VIDEOTAPE RECORDINGS: The purpose of tape r�
and audio record of problem areas ofi the lines that ma
playback shall be at the same speed that it was reco
furnished to the City for review imrr�ediately upon cor
and may be retained a maximum of 30 calendar days.
City by the Contractor for review of fhe tapes. Tape
upon completion of review by the Engineer. Tape
permission of the Engineer. �
If the tapes are of such poor quality t�hat the Engineer
the sewer Iine or to locate service connections, the
televise and provide a good tape of the line at no addi
cannot be provided of such quality that can be revie�r
televising this portion shall be made. Also, no payme
not televised or portions where manholes cannot be n�
� to fill all low pints. The television
g of the. main with no water flow. If
r image of sewer being inspected.
I location records shall be kept by
n to an adjacent manhole of each
ision logs shall be referenced to
rision logs will be supplied to the
standard-size photographs of the
Contractor upon request of the
interFere with the Contractor's
:,ording shall be to supply ,a visual
be replayed. Video tape recording
�ed. The television tapes shall be
pletion of the �television in'spection
Equipr�ent shall be provided to the
will be returned to the Contractor
shall not be erased without the
unable to evaluate the condition of
:ontractor shall be required to re-
nal cost to the City. If a good tape
� by the Engineer, no payment for
shall be made for portions of lines
otiated with the television camera.
PAYMENT OF POST-CONSTRUCTION TELEVISIO�I INSPECTION OF SANITARY
�EWERS: The cost for post-construction Television Inspe�tion of sanitary sewers shall be per
linear foot of sewer televised. The 'Contractor shall pr�ide the Engineer with tapes of a
quality that the particular piece of sewer can be readily ��aluated as to sewer conditions and.
for providing appropriate means for review of the tapes by :he Engineer.
Television inspection shall include necessary cleaning (hy;iraulic jet or mechanical cleaner) to
provide video image required for line analysis. The ��uantity of N inspection shall be
measured as the total length of'new pipe installed. All.co' associated with this work shall be
included in the appropriate bid item - Post-Construction T�evision Inspection.
The item shall also include all costs of installing and main ining any bypass pumping required
to provide reliable, regular sewer service to the area res ents. All bypass pumping shall be
incidental to the project.
ao�isiss SC-39
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PART D- SPECIAL CONDI iIONS
D-66 SAMPLES AND QUALITY CONTROL TESTING:
A. The Contractor shall furnish, at its own expense, certifica ons by a private laboratory for all
materials proposed to be used on the project, including a�ix design for any asphaltic and/or
Portland cement concrete to be used, and gradation analys s for sand and crushed stone to be
used along with the name of the pit from which the mater I was taken. The contractor shall
provide manufacturer's certifications #or all manufactured i ems to be used in the project and
will bear any expense related thereto.
B. Tests of the design concrete mix shall be made by the c�ntractOr's laboratory at least nine
days prior to the placing of concrete-using the same aggre�:ate, cement, and mortar which are
to be used later in the concrete. The Contractor shall �-ovide a certified copy of- the test
results to the City.
C. Quality control testing of in-place material on this project !vill be performed by the city at its
own expense. Any retesting required as a result of fail� re of the material to meet project
specifications will be at the expense of the contractor and ,�ill be billed at commercial rates as
determined by the City. The failure of the City to make ar�y tests of materials shall in no way
relieve the contractor of its responsibilaty to furnish materis s and equipment conforming to the
requirements of the contract. '
D. Not less than 24 hours notice shall be provided to the C:y by the Contractor for operations
requiring testing. The Contractor shall provide access�an�i trench-safety system (if'required)
for the site to be tested, and any work effort involved is de - ed to be included in the unit price
for the item being tested. � �
E. The Contractor shall provide a copy of the trip'ticket for ch load of fill material delivered to
the job site. The ticket shall specify the name of the pit su � lying the fill material.
D-67 TEMPORARY EROSION, SEDIMENT, AND WATER � OLLUTION CONTROL:
A. DESCRIPTION: This item shall consist of temporary soil �rosion sediment and water pollution
control measures deemed necessary by the Engineer for�;he duration of the contract. These
control measures shall at no time be used as a substitute ��or the permanent control measures
unless otherwise directed by the Engineer and they shall not include measures taken by the
CONTRACTOR to control conditions created by his cons ruction operations. The temporary
measures shall include dikes, dams, berms, sedimen basins, fiber mats, jute netting,
temporary seeding, straw mulch, asphalt mulch, plastic lin rs, rubble liners, baled-hay retards,
dikes, slope drairis and other devices.
B. CONSTRUCTION REQUIREMENTS: The Engineer has �e authority to define erodible earth
and the authority to limit the surface area of erodible-e rth material exposed by preparing
right-of-way, clearing and grubbing, the surFace area of ��rodible-earth material exposed by
excavation, borrow and °to direct the CONTRACTOR to� provide temporary pollution-control
measures to prevent contamination of adjacent streams, �ther water courses, lakes, ponds or
other areas of water impoundment. Such work may ini-olve the construction of temporary
berms, dikes, dams, sediment basins, slope drains anc� use of temporary mulches, mats,
seeding, or other control devices or methods directed by �e Engineer as necessary to control
soil erosion. Temporary pollution-control measures shall ._ used to prevent or correct erosion
� Ofi/18/99 SC-4�
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PART D,- SPECIAL CONDI` IONS
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that may develop during constructior� prior to install�tic � of permanent pollution control
features, but are not associated with permanent control fea t�res on the project. The Engineer
will limit the area of preparing right-of-w y, clearing and gru �bing, excavation and borrow to be
proportional to the CONTRACTOR'S apability and progr ss in keeping the finish grading,
mulching, .seeding, and other such permanent pollut Qn-control measures current in
accordance with the accepted schedul, . Should season conditions make such limitations
unrealistic, terriporary soil-erosion-confrol measures shall be performed as directed by the
Engineer.
1. Waste or disposal areas and con truction roads shal be located and constructed in a
manner that will minimize the amou t of sediment enter! �g streams.
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2. When work areas or material sou ces are located in �r adjacent to live streams, such
areas shall be separated from the tream by a dike or �her barrier to keep sediment from
entering a flowing stream. Care hall be taken durir � the construction and rernoval of
such barriers to minimize the mudd ing of a stream. ,
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3. All waterways shall be cleared as oon as practicable �'f false work, piling, debris or other
obstructions placed during constru�ion operations �hat �re not a part of the finished work.
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4. The Contractor shall take sufficient precautions to pre�.,nt pollution of streams, lakes and
reservoirs with fuels, oils, bitumen�, calcium chloride other harmful materials. He shall
conduct and schedule his operatior�s so as to avoid or inimize siltation of streams, lakes
and reservoirs and to avoid interfer�,nce with movemen � of migratory fish.
C. MEASUREMENT AND PAYMENT: A I work, materials ar�d equipment necessary to provide
temporary erosion control shall be considered subsidiary t� the contract and no extra pay will
be given for this work. .
D-68 INGRESS AND EGRESS/OBSTfjUCTION OF ACC
shall provide ingress and egress to the property being cross�
property when construction is not in progr�ss and at night. D
on weekends, and during holidays. Tf1e Contractor shall
obstruction of access to drives and prope�ty during the progre
be made to an owner prior to his driveway�being removed anc
D-69 PROTECTION OF TREES, PLANI S AND SOIL: All
Contractors' operations including lawns, yards, shrubs, trees,
after completion of the work, to a conditior� equal to or better t
Any trees or other landscape features sca�-red or damaged by
restored or replaced at the Contractor's expense. Trimming o
permitted only by experienced workmen i� an approved man
the property owners' consent). Pruned li�bs of 1" diameter
as soon as possible with a tree wound dr ssing.
SS TO DRIVES: The Contractor
� by this construction and adjacent
aes shall be left accessible at night,
conduct �his activities to minimize
>s of construction. Notification shall
=x rebuilt.
property along and adjacent to the
�tc., shall be preserved or restored
an existed prior to start of work.
the Contractor's operations shall be
pruning to�facilitate the v►iork will be
ier (No trimming or pruning without
►r larger shall be thoroughly treated
D-70 SITE RESTORATION: The contr�ctor shall be respon"sible for restoring the site to original
grade and condition after completion of ris operations subje��t to approval of the Engineer. The
basis for approval by the Engineer will be grade restoration to olus minus one-tenth (0.1) of a foot.
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PART D ,, SPECIAL COND1,�'IONS
D-71 CITY OF FORT WORTH STANDARD PRODUCT LIS� Pcoposed products submitted in
the bid documents must appear in the latest "City of FortWort tandard Product List, for the bid
to be considered responsive. Products and processes listed i i.the "City of FortWorth Standard
Product List, shall be considered to meet City of Fort Worth mi mum technical requirements.
D-72 STATE REVOLVING FUND (SRF) REQUIREMENTS: This project, in addition to standard
City of Fort Worth requirements, may involve certain State re . � ireme'nts. These requirements, if
applicable, are provided in the following documents and s�uld thoroughly be reviewed and
completed by the contractor. They include:
1. At the Time of Contract Document Execution
� • ED-103-Contractors Act of Assurance
• ED-104-Resolution
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Work required to conform to these requirements shall be cr�sidered subsidiary and no extra
payment will be made.
The SRF requirements are included in Appendix A.
D-73 TOPSOIL, SODDING AND SEEDING: This item shall b e perFormed in accordance with the
City of Fort Worth Parks and Community Services Departmen� Spe,ci�cations for Topsoil, Sodding
and Seeding.
1� TOPSOIL
DESCRIPTION: This item will consist of furnishing and
topsoil, free from rock and foreign material, in all pa
grades as estab1ished by the Engin�er.
CONSTRUCTION METHODS: Topsoil will be secured 1
supplement material secured from str�et excavation. /
which is suitable for topsoil will be�used in the parkway.
obtained from a borrow sour�e. Topsoil material secu
stockpiled at locations approved by the Engineer, and �
operations, topsoil shal�l be placed on parkway areas :
inches of compacted depth of topsoil parkways.
2. SODDING
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ng a minimum of six (6) inches of
rs and medians to the lines and
�m borrow sources as reguired to
I exca'vated materials from streets
and medians before any topsoil is
;d frorri street excavation shall be
completion of grading and paving
� as to provide a minimum six (6)
Q DESCRIPTION: Sodding will consist of furnishing ar planting Bermuda, Buffalo or St.
Augustine grass in the areas between the curbs and wa s, on terraces, in median strips, on
embankments or cut slopes, or in such areas as d.-signated on the Drawings and in
�'j accordance with the requirements of this Spe�ification. F�commended Buffalo grass varieties
�� for sodding are Prairie and 609.
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MATERIALS: Sod°shall consist of live�and growing Ber.�uda, Buffalo or St. Augustine grass
secured from sources where the soil is fertile. Sod to k� placed during the dormant state of
these grasses shall be alive and acceptable. Bermuda� and Buffalo grass sod shall have a
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PART 1� - SPECIAL CONDI TIONS
healthy, virile root system of dense, thickly matted roots t�roughout a two (2) inch minimum
thickness of native soil attached to the roots. St. Augusti �e grass sod shall have a healthy,
virile root system of dense, thickly matted roots throughou�'� a one (1) inch minimum tfiickness
of native soil attached to the roots.
The sod shall be free from obnoxious weeds or other gras�s and shall not.contain any matter
deleterious to its growth or which might affect its subsiste e br hardiness when transplanted.
Sod to be placed between curb and walk and on terrace shall be the same type grass as
adjacent grass or existing lawn. ,
Care shall be taken at all times to retain native soil on the -oots of the sod during the process
of excavating, hauling, and planting. Sod material shall b: kept moist from the time it is dug
until planted. When so directed by the Engi�eer, the ��d existing at the source shall be
watered to the extent required prior to excavating. Sod rr �terial shall be planted within three
days after it is excavated.
CONSTRUCTION METHODS: After the designated areas have been completed to the lines,
grades, and cross-sections shown on the Drawings and � provided for in other items of the
contract, sodding of the type specified shall be performed 'i accordance with the requirements
hereinafter described. Sodding shall be either "spot" or "b �ck"; either Bermuda, Buffalo or St.
Augustine grass.
a. Spot Sodding
� Furrows parallel to the curb line or sidewalk lines, tw e(12) inches on centers or to the
dimensions shown on the Drawings, shall be open on areas to be sodded. In all
furrows, sod approximately three (3) inches square � all be placed on twelve (12) inch
� centers at proper depth so that the top of the sod shal��ot b�e more than one-half (1/2) inch
below the. finished grade. Holes of equivalent depth �d spacing may be used instead of
furrows. The soil shall be firm around each block and �hen the entire sodded area shall be
�j carefully�rolled with a heavy, hand roll�r developing fi� een (15) to twenty-five (25) pounds
�.� per square inch compression. Hanc� tamping may be ;�quired on terraces.
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Block Sodding.
At locations on the Drawings or where directed, sod b
prepared areas. The sod shall be so placed that
covered, and any voids left in the block sodding sF
tamped. The entire sodded area shall be rolled and t
solid mass. SurFaces of block sod, which, in the opin
the height or slope of the surface or nature of th
Engineer, be pegged with wooden pegs driven thro
sufficiently close to hold the block sod firmly in place.
�cks shall be carefully placed on the
�e entire designated area shall be
�II be filled with additional sod and
�mped to form a�thoroughly compact
�n of the Engineer, may slide due to
: soil, shall,. upon direction of the
gh the sod block to the firm earth,
When necessary, the sodded areas shall be smoothe� after planting has been completed
and shaped to conform to the cross-section previou� ly provided and existing at the time
sodding operations were begun. Any excess dirt fro planting operations shall be spread
uniformly over the adjacent areas or disposed of as�irected by the Engineer so that the
completed surface will present a sightly appearance. �
SC-43
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PART D - SPECIAL COND �1'IONS
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The sodded areas shall be thoroughly watered immedi ely after they are planted and shall
be subsequently watered at such times and in a m��iner and quantity directed by the
� Engineer until completion and final acceptance of the p� ��ect by the City of Fort Worth.
3. SEEDING
DESCRIPTION: "Seeding" will consist of preparing groun , providing and planting seed or a
� mixture of seed of the kind specified afong and across s;h areas as may be designated on
the Drawings and in accordance with these Specifications.
MATERIALS:
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Common Name
Purity
Germination
Common Bermuda Grass
a Annual Rye Grass
Tall Fescue
Western Wheatgrass
a Buffalo Grass Varieties
Top Gun
Cody
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ea. General. All seed used must carry a Texas Testi _g Seed label showing purity and
germination, name, type of seed, and that the seed r�eets all requirements of the Texas
Seed Law. Seed furnished shall be of the previous se son's crop and the date of analysis
shown on each tag shall be within nine (9) months of �me of delivery to the project. Each
variety of seed shall be furnished and delivered in sep�rate bags or containers. A sample
of each variety of seed shall be furnished for analys� and testing when directed by the
Engineer.
The specified seed shall equal or exceed the fo owing percentages of Purity and
germination:
95%
95%
95%
95%
95%
95%
90%
95%
90%
90%
90%
90%
Tab.le 120.2.(2)a.
URBAN AREA WARM-SEASON SEEDING RATE (�s.); Pure Live Seed (PLS)
Mixture for Clay or Tigh�SoilsMixture for
Sandy Soil�
Dates (Eastern Sections) (Western Sectior s) (All Sections)
Feb 1 Bermudagrass 40 Buffalograss ) Bermudagrass 60
to Buffalograss 60 Bermudagr,ass �) Buffalograss 40
May 1 �
Total: 100 Total: 1'.�0 Total: 100
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Table, 120.2.(2)b
TEMPORARY COOL-SEaSON SEEDING RATE; (It �) Pure Live Seed (PLS)
Dates (All Sections)
Aug 15 Tall Fescue
to Western Wheatgrass
May 1 Annu�al Rye
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50
50
50
100
CONSTRUCTION METHODS: After the designated area have been completed to the lines,
grades, and cross-sections shown on the Drawings and a provided for in other items of this
� Contract, seeding of the type specified shall be ,p ormed in accordance with the
requirements hereinafter described.
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a. Watering. Seeded areas shall be watered as directe � by the Engineer so as to prevent
washing of the slopes or dislodgment of the seed.
b. Finishing. Where applicable, the shoulders, slopes, nd ditches shall be smoofhed after
seed bed preparation has been completed and sha d to conform to the cross-section
previously provided and existing at the time pfanting o, rations were begun.
BROADCAST SEEDING: The seed or seed mixture in theJ�quantity specified shall be uniformly
distributed over the areas shown on the Drawings and wh °P"re directed. If th� sowing of seed is
by hand, rather than by mechanical methods, the seed sf �II be sown in two directions at right
angles to each other. Seed and fertilizer shall be distrik ated at the same time provided the
specified uniform rate of application for both is obtained. Finishing" as specified in Section D-
46, Construction Methods, is not applicable since no seed bed preparation is required.
DISCED SEEDING: Soil over the area shown on the Dra �ings as directed to be seeded shall
be loosened to a minimum depth of three (3) inches and all particles in the seed bed�shall be
reduced to less than one (1) inch in diameter or they shal�e removed. The area shall then be
finished to line and grade as specified under "Finish ng" in Section D-46, Construction
Methods. � �
The seed, or seed mixture, specified shall then be p� �nted at 'the rate required and the
application shall be made uniformly. If the sowing c��'f seed is by hand rather than by
me,chanical. methods, seed shall be raked or harrowed in ' the soil to a depth of approximately
one-eight (1/8) inch. The planted area shall be rol d with a corrugated roller of the
"Cultipacker" t.ype. All rolling of the slope areas shall be �n the contour.
ASPHALT MULCH SEE[51NG: The soil over the area sha vn on the Drawings, or as directed to
be seeded, shall be loosened to the minimum depth of t� ee (3) inches and all particles in the
seed bed shall be reduced to less than one (1) inch in diameter, or they shall be removed.
The area shall then be finished to line and grade as sp i ified under "Finishing" in Section D-
46, Construction Methods.
Water shall then be applied to the cultivatetl area of the
Q(6) inches is thoroughly moistened.
ed bed until a minimum depth of six
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PART D - SPECIAL COND�fIONS
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After the watering, when the g�bUhd has become sufficier ly dry to be loose and pliable, the
a seed, or seed mixture specified, shall then be planted at t e rate required and the applicat�ion
shall be made uniformly. If the sowing of seed is by han �, rather than mechanical methods,
the seed shall be sown in two directions at right angles�to ach other. Seed and fertilizer may
be distributed at the same time, provided the specified u form rate of application for both is
� obtained. After planting, the seed shall be raked o� h� rowed into the soil to a depth of
approximately one-quarter (1J4) inch. The planted surfac area and giving a smooth surface
a without ruts or tracks. In between the time compactin is completed and the asphalt is
applied, the planted area shall be watered sufficiently t assure wniform moisture from the
surtace to a minimum of six (6) inches in depth. ,
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The application of asphalt shall follow the last watering as ►�pidly as possible. Asphalt shall be
of the type and grade as shown on the Drawings and shal conform to the requirements of the
item 300, "Asphalts, Oils and Emulsions". If the type of as halt to be used is not shown on the
Drawings, or if Dr'awings are not included, then MS-2 hall be used. Applications of the
asphalt shall be at a rate of three-tenths (0.3) gallons pe square yard. It shall be applied to
the area in such a manner so that a complete film is obtai ed and the finished surFace shall be
comparatively smooth.
RE-SEEDING OF AREAS PLANTED WITH COOL S_ASONS SPECIES: Areas where
temporary cool season species have been planted may be replanted beginning February 1
with warm season species as listed in Table 120.2(2)a. Tf�e re-seeding will be achieved in the
following manner. The cool season species shall be mov-ed down to a height of one (1) inch
to insure that slit-seeding equipment will be able to cut th �ugh the turF and achieve adequate
soil penetration. �
* Slit-seeding, is achieved through the use of an implemerz which cuts a furrow (slit) in the soil
and places the seed in the slit which is�then pressed clos ith a cultipacker wheel.
1CONSTRUCTION WITHIN PARK AREAS
TURF RESTORATION OF PARK AREAS: FERTILIZER
DESCRIPTION: "Fertilizer" will consist of providing and .�istributing fertilizer over such areas
as are designafed on the Drawings and in accordance wit � these Specifications.
MATERIALS: All fertilizer used shall be delivered in bag
the analysis. The fertilizer is subject to testing by the C
Texas Fertilizer Law. A pelleted or granulated fertilize
20-0 or 16-5-8 or having the analysis shown on the [
represent the percent of nitrogen, phosphoric acid,
determined by the methods of the Association of Officia
In the event it is necessary to substitute a fertilizer of a
or granulated fertilizer with a lower concentration. Tc
applied per acre shall equal or exceed that specified for
containers clearly labeled showing
f Fort Worth in accordance with the
all be used with an analysis of 16-
�ings. The figures in the analysis
potash nutrients respectively as
ricultural Chemists.
�rent analysis, it shall be a pelleted
amount of nutrients furnished and
nutrient.
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PART D- SPECIAL CONDI I'IONS
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CONSTRUCTION METHODS: When an item for fertilize is included in the Drawir�gs and
proposal, pelleted or granulated fertilizer shall be applied uiiformly over the area specified to
be fertilized and in the manner directed for the particular i�m of work. Fertilizer shall be dry
and in good physical condition. Fertilizer that is po�ered to caked �will be rejected.
Distribution of fertilizer as a particular item of work shall me �t the approval of the Engineer.
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Unless otherwis� indicated on the Drawings, fertilizer shafl �e applied uniformfy at the average
rate of three hundred (300� pounds per acre for all types o"Sodding" and four hundred (400)
pounds per acre for all types of "Seeding".
MEASUREMENT: Topsoil secured from borrow sources w� I be measured by the square yard
in place on the project site. Measurement will be made o�y on topsoils secured from borrow
sources.
Acceptable material for "Seeding" will be measured by the �near foot, complete in place.
Acceptable material for "Sodding" will be measured by the inear foot, complete in place.
Acceptable material for "Fertilizer" shall be subsidiary to th � price of sodding or seeding.
PAYMENT: All work performed as ordered and measure as provided under "Measurement"
shall be paid for at the unit price bid for each item of work Its price shall be full compensation
for excavating (except as noted below), loading, haulin , placing and furnishing all labor,
equipment, tools, supplies, and incidentals necessary to c mplete work.
All labor, equipment, tools and incidentals necessary to s pply, transport, stockpile and place
topsoil or salvage topsoil as specified shall be included i"Seeding" or "Sodding" bid items
and will not be paid for directly. �
"Spot sodding" or "block sodding" as the case may be, wil be paid for at the contract unit price
per square yard, complete in place, as provided in the �-oposal and contract. The contract
unit price shall be the total compensation for furnishing ��d placing all sod; for all rolling and
tamping; for all watering; for disposal of all surplus m�erials; and for all materials, labor,
equipment, tools and incidentals necessary to complete he work, all in accordance with the
Drawings and these Specifications.
The work performed and materials furnished and measur as provided under "Measurement"
shall be paid for at the unit price°for "Seeding", or "Soddi ", of the type specified, as�,the case
may be, which price shall each be full compensation :✓or �furnishing all materials and for
performing all operations necessary to complete the work �ccepted as follows:
Fertilizer material and application will not be measured r paid for directly, but is considered
subsidiary to Sodding and Seeding. '
D-74 CONFINED SPACE ENTRY PROGRAM: It shall be e responsibility of the contractor to
implement and maintain a variable "CONFINED SPACE E � RY PROGRAM" which must meet
OSHA requirements for all its employees and subcontractor:. at all times during construction. All
active sewer manholes, regardless of depth, are defined b�� OSHA as "permit required conf�ned
spaces". Contractors shall submit an acceptable "CONFINC�D SPACE ENTRY PROGRAM" for
� Oa/18/99 SC-47
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PART D- SPECIAL CONDI r IONS
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all applicable manholes and maintain an active file for these 'nanh6les. The cost of complying
with this program shall be subsidiary to the pay items involving �vork in confined spaces.
D-75 �SUBSTANTIAL COMPLETION INSPECTION/FINAL IN�PECTION:
� 1. Prior to the final inspectio,n being conducted for the pro�ct, the contractor shall contact the
city inspector in writing when the entire project or a�signated portion of the project is
substantially complete.
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2. The inspector along with appropriate City staff and
inspection of�the substantially completed work and p
list of items needing to be completed or corrected.
3. The contractor shall take immediate steps to rectify
owner in writing when all the items have been comple
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D-76
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City's consultant shall make an
e and submit to the contractor a
listed deficiencies and notify the
or corrected.
Payment for substantial completion inspection as 'vell' as final inspection shall be
subsidiary to the project price. Contractor shall stil be required to address all other
deficiencies which are discovered at the time of final in pection.
Final inspection shall be in conformance with gen ral condition item "C5-5:18 Final
Inspection" of PART C- GENERAL CONDITIONS. �
EXCAVATION NEAR TREES:�
The Contractor shall be responsible for taking measur � to minimize damage to tree limbs,
tree�trunks, and tree roots at each work site. All suc measures shall be considered as
incidental work included in the Contract Unit Price .�d for applicable pipe or structure
installation except for short tunneling/tree augering.
Any and all trees located within the equipment opera ing area at each work sit� shall, at
the direction of the Engineer, be protected by erecting "snow fence" along the drip line or
edge of the tree root system between tree and the con truction area.
Contractor shall inspect each work site in advance d arrange to have any tree limbs
prun,ed that might be damaged by equipment •operatio � s. The Engineer shall be notified at
least 24 hours prior to any tree trimming work. No tr ming work will be permitted within
private property without written permission of the Own �r. �
� 4. Nothing shall be stored over the tree root system withi 1 the drip line area of any tree.
5. Before excavation (off the roadway) within the drip lin area of any tree, the earth shall be
� sawcut for a minimum depth of 2 feet.
6. At designated locations shown on the drawings, the'�.hort tunnel" method using Class 51
� �D.I. pipe shall be utilized. ;
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PART D� .- SPECIAL CONDI �'IONS
� 7. Except in areas where clearing is allowed, all trees up to 8" in diameter damaged during
construction shall be removed and replaced with the me type and diameter tree at the
contractor's expense.
8. Contractor shall employ a qualified Iandscaper for all �he work required for tree care to
ensure utilization of the best agricultural practices and �rocedures.
9. Short tunneling shall consist of power augering or ha excavation. The tunnel diameter
shall not be larger than 1-1/2 times the°outside pipe di meter. Voids remaining after pipe
installation shall be pressure grouted.
D-77 CONCRETE ENCASEMENT OF SEWER PIPE: Conc ete encasement of sewers �shall be
paid for at the Contract Unit Price per linear foof' of concret encasement as measured in place
along the centerline of the pipe for each pipe diameter indic ted. The Contract Unit Price shall
include all costs associated with installation and reinforcemeni� f the concrete encasement.
D-78 CLAY DAM: Clay dam construction shall be �
Wastewater Clay Dam Construction, figure in the Drawings
indicated on the Drawings or as directed by the City. Clay c
soil to make an impervious b,arrier to reduce groundwater pe
Construction material shall consist of compacted bentonite
work such as forming, placing and finishing shall be subsidiar
:rFormed in accordance with the
i these Specifications, at locations
ms shall be keyed into undisturbed
;olation through the pipeline trench.
ay or 2:27 concrete. Payment for
to the price bid for pipe installation.
D-79 EXPLORATORY EXCAVATION (D-HOLE): Th,e C�ontractor shall be responsible for
verifying the locations of all existing utilities prior to constructi� n, in accordance with item D-22.
At locations identified on the drawings, contractor shall co uct an exploratory excavation (D-
Hole), to locate and verify the location and elevation of the .,xisting underground utility where it
may be in potential conflict with a proposed facility alignment� The exploratory excavation shall be
conducted prior to construction of the entire project only •�t locations denoted on the plans or
as directed by the engineer. Contractor shall submit a r��ort of findings (including surveyed
elevations of existing conflicting utilities) to the City prior to he start of construction of the entire
project. If the contractor determines an existing utility is in �onflict with the proposed facility, the
contractor shall contact the engineer immediately for appropr �te de�sign modifications.
The contractor shall make the necessary repairs at the explo �tory excavation (D-Hole) to obtain a
safe and proper driving surface to ensure the safety of the g ieral public and to meet the approval
of the City inspector. The contractor shall be liable for any �nd all damages incurred due to the
exploratory excavation (D-Hole).
Payment shall not be made for verification of existing u�ilities per item D-22. Payment for
exploratory excavation (D-Hole), at locations identified c � the plans or as directed by„ the
Engineer, shall include full compensation for all materials, �xcavation, surface restoration, field
surveys, and all incidentals necessary to complete the w'irk, shall be the unit price bid. No
payment shall be made for exploratory excavation(s) conduc �d after construction has begun.
D-80 INSTALLATION OF WATER FACILITIES
05/18/99 SC-49
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PART D- SPEClAL CONDI'.� IONS
80.1 Polyvinyl Chloride (PVE) Water Pipe: POL'
and fittings on this Project shall be in accordance with 1
General Contract Documents. Payment for work
detectable tapes and all other associated appurtenant r
foot price bid of the appropriate BID ITENI(S).
80.2 Blocking: Concrete blocking on this Project v
on the Plans and shall be installed in accordance with
valves shall have concrete blocking provided for supp
made for any of the work involved for the item and all c
included in the linear foot bid price of the pipe or the bid
INYL Chioride Plastic Water Pipe
material standard contained in the
;h as backfill, bedding, blocking,
aired, shall be included in the linear
necessarily be required as shown
General Contract Documents. All
ng. No separate payment will be
rs incurred will be considered to be
ice of the valve.
� 80.3 Type of Casing Pipe:
� 1. WATER: ,
The casing pipe for open cut and bored or tunnelE
Fabricated Electrically Welded Steel Water Pipe, and s
� 15, E1-5 and E1-9 in Material Specifications of �
Specifications for Water Department Projects. The st�
follows:
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all conform to the provisions of E1-
eneral Contract Documents and
�I casing pipe shall be supplied as
For the inside and outside of casing pipe, coal-tar prot tive coating in accordance with the
requirements of Sec. 2.2 and related sections in A1NW 1 C-203.
Touch-up after field welds shall provide coating equal t' those specified above. ,
C. Minimum thickness for'casing pipe used shall be 0.�5 inch.
Stainless Steel Casing Spacers (centering style) s� ch as man�factured by Cascade
Waterworks Manufacturing Company or an approve � equal shall be used on all non-
concrete pipes when installed in casing. Installation sl-�II be as recommended by the
manufacturer.
2. SEWER:
Boring used on this project shall be in accordance wy�:h the material standard E1-15 and
Construction standard E2-15 as per Fig. 110 of the Ge�eral Contract Documents.
3. PAYMENT:
� . Payment, for all materials, labor, equipment, excav tion, concrete grout, backfill, and
incidental�work shall be included in the unit p,rice bid p xr foot.
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80.4 Tie-Ins: The Contractor shall be responsibl
water mains. It shall be the responsibility of the Conti
elevation of the existing line tie-ins. And any differ
existing line tie-ins between the contract drawings ai
field shall be considered as incidental to constructi
existing water or sanitary sewer mains shall be inclui
pipe.
� for making tie-ins to the existing
�ctor to verify the,exact location and�
.nces in locations and elevation of
:d what may be er�countered in the
an. The cost of making tie-ins to
ed in the linear foot bid price of the
80.5 Connection of Existing Mains: The Co�itractor shall determine the exact
location, elevation, configuration and angulation of e:isting water or sanitary sewer lines
SC-50
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PART b - SPECIAL CONDI 'IONS
prior to manufacturing of the connecting piece. Any.
configuration, and or angulation of existing lines betwe
may be encountered in the said work shall be consic
Where it is required to shut down existing mains in or�
such down time shall be coordinated with the Engine�
keep this down time to a minimum. In case of sh
Contractor shall notify the Manager, Construction Sen
hours prior to the required shut down time. The C
Paragraph C5-5.15 INTERRUPTION OF SERVICE, P
CONDITIONS OF THE WATER DEPARTMENT GE�
AND GENERAL SPECIFICATIONS. The Contract�
personally and in writing as to the location, time, and sc
The cost of removing any existing concrete blockinc,
connection. Unless bid separately all cost incurred sha
bid for the appropriate pipe size.
80.6 Valve Cut-Ins: It may be necessary to cut-in c
from which the extension and/or replacement is to be
valves in other lines and putting consumers out of sen
to cut in the new valve; the work must be expedited to
be coordinated with the engineer in charge of ir
individually advised prior to the shut out and advised o
may be without service.
ifferences in locations, elevation,
n the contract drawings and what
�red as incidental to construction.
hr to make proposed connections,
�, and all efforts shall be made to
�iting down an existing main, the
:;es, Phone 871-7813, at least 48-
antractor's attention is directed to
ge C5-5(5), PART C- GE�NERAL
=Rr�L CONTRACT DOCUMENTS
r shall notify the customer both
ledule of the service interr�ption.
shall be included in the cost of
be included in the linear foot price
te valves to isolate the water main
nne�ted. This may require closing
e for that period of time necessary
e utmost and all� such cut-ins must
� pection. All consumers shall be
the approximate length of time they
Payment for work such as backfill, bedding, fittings , blocking and all other associated
appurtenants required, shall be included in the price of ��he appropriate bid items.
80.7 Water Services: The relocation, replacemen or reconnection of water services
will be required as shown on the plans, and/or as scribed in these Special Contract
Documents in addition to those located in the field and identified by the Engineer.
All service's shall be constructed by the contractor util ing approved factory manufactured
tap saddles (when required) and corporation stops, ty� �e K copper water tubing, curb stops
with lock wings, meter boxes, and if required approve manufactured
service branches. All materials used shall be as spe fied in the Material Standards (E1-
17 & E1-18) contained in the General Contract Docu nts. '
U All water services to be replaced shall be installed at
_ final grade,
minimum depth of 36 inches below
� All existing 3/4-inch water service lines which are to l�e replaced shall_be replaced with 1-
inch Type K copper, 1-inch diameter tap saddle wh n r,equired, and 1-inch corporation
� from the main line to the meter box.
All services which are to be replaced or relocate�'d s II be installed with the service main
� tap and service line being in line with the service met unless otherwise directed by the
Engineer. �
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PART D - SPECIAL CONDI'� �ONS
A minimum of 24 hours advance notice shall be give when service interruption will be
required as specified in Section C5-5.15�INTERRUPTIO� OF SERVICE.
All water service meters shall be removed, tagged,
pickup by the Water Department for reconditioning or
water service in the proposed location ard receipt of a
contractor shall install the meter. The meter box sha
with existing ground or as otherwise directed by the Er.
on the outlet side of the service meter shall be perform
�d collected by the contractor for
placement. After installation of �the
ieter from the project inspector the
be reset as necessary to be �flush
neer. All such work
i by a licensed plumber.
1. WATER SERVICE REPLACEMENTS' Water serv'�e replacement or relocation is
required when-the existing service is lead or is too shal� �w to avoid breakage during street
reconstruction. The contractor shall r,eplace the existi� g service line with Type K copper
from the main to the meter, curb stop with lock wings, a;�d corporation stop.
Payment for all work and materials such as backfill,
stop with lock wings, service line adjustment, and an
center line existing meter location to center line propo
in the Linear Foot price bid for Copper Service Line fro
Any vertical adjustment of customer service line withii
to the service installation.
ttings, type K copper tubing, curb
relocation of up to 12-inches from
�d meter location shall be included
�i Main to five (5) feet behind Meter.
the 5 foot area shall be subsidiary
Payment for all work and materials such as tap saddle =if required), corporation stops, and
fittings shall be included in the price bid�for Service Ta I' to Main. �
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WATER SERVICE RECONNECTION: Vi/ater service:reconnection is required when the
existing service is copper and at adequate depth to avoid breakage during street
reconstruction. The contractor shall adjust the existin � water service line as required for
reconnection and furnish a new tap wi�h corporation �op. The contractor will be paid for
one (1) Service Tap to Main for each s rvice reconne d plus for any copper service line
used in excess of five (5) feet from Main to five (5) feet ehind the Meter.
WATER SERVICE METER AND METER BOX REL ATIONS: When the replacement
and relocation of a water service and meter box is re uired and the Iocation of the meter
and meter box is moved more �han twelve (12) inches, s measured from the center line of
the existing meter to location to the center line of th 'proposed meter location, separate
payment will be allowed for the relocation of service �eter and meter box. Centerline is
defined by a line extended from the service tap throug � the meter. Only relocations made
perpendicular to this centerline will be paid for separ �tely. Relocations made along the
centerline will be paid of in feet of copper service line.
When relocation of service meter and meter box is .equired, ,payment for all work and
materials such as backfill, fittings, five (5) feet of type� K copper service and all materials,
labor, and equipment used by and for the licensed pl mber shall be included in the price
bid for the service meter relocation. All other costs wil �be included in other appropriate bid
item(s).
This item will also be used to pay for all service m�ter and meter box relocations as
required by the Engineer when the service line is not �eing replaced. Adjustment of only
SC-52
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PART D - SPECIAL CONDI 'IONS
�, the meter box and customer service line within 5 feet a istance behind the meter�will not
justify separate payment at any time. Locations with m�iple service branches will be paid
�a�1 for as one service meter and meter box relocation.
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4. NEW SERVICE:
(when required),
and meter box.
When new services are required th'e contractor shall install tap saddle
corporation stop, type K copper servi �e line, curb stop with lock wings,
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Payment for all work and materials such as backfill, fittir' �s, type K copper tubing, and curb
stop with lock wings shall be included in the Linear Fc�t price bid for Service Line from
Main to Meter five (5) feet behind the meter.
Payment for all work and materials such as tap saddle, .;orporation stops, and fittings shall
be included in the price bid for Service Taps to Mains.
Payment for all work and materials such as fufnishing d setting new meter box shall be
included in the price bid for furnish and set meter box. �
5. MULTIPLE SERVICE BRANCHES: When multiple �rvice branches are required the
contractor shall furnish approved factory manufactured�ranches.
Payment for multiple service branches will include furnis`hir� and installing the multiple service
branch only and all other cost will be included in other ��propriate bid item(s).
6. MULTIPLE STREET SERVICE LINES TO SINGLE �ERVICE METER: Any multiple
service lines with taps servicing a single service met •�r encountered during construction
shall be replaced with one service line that is applicabl � for the size of the existing service
meter and approved by the Engineer.
Payment shall be made at the unit bid price in the appr�priate bid item(s).
80.8 2-Inch Temporary Service Line: The 2-inch i-mporary service main and 3/4-inch
service lines shall be installed to provide temporary v�iter service to all buildings that will
necessarily be required to have severed water servi during said work. The contractor
shall be responsible for coordinating the schedule o the temporary service connections
and permanent service reconnections with the buildin , owners and the Engineer in order
that the work be performed in an expeditious mann r. Severed water service must �be
reconnected within 2 hours of discontinuance of servic .
A 2-inch tapping satldle and 2-inch corporation s op or 2-inch gate valve with an
appropriate fire hydrant adapter fitting shall be requir�d at the temporary service point of
connection to the City water supply. The 2-inch te tiporary service main and 3/4-inch
service lines shall be installed in accordance to tF � attached figures 1, 2 and 3. 2"
temporary service line shall be cleaned and sterilized by using chlorine gas or chlorinated
lime (HTH) prior to installation. �
A two-inch meter will be furnished by the Water Dep� rtment Meter Sho and installed b
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the Contractor at its point of connection to the C y water supply for record keeping
purposes only. The out-of-service meters shall be r noved, tagged and collected by the
o��aiss SC-53
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PART D- SPECIAL CONDI IONS
.�. Contractor for delivery to the Water Department eter Shop for reconditioning or
replacement. Upon restoring permanent service, the C tractor shall re-install the meters
� at the correct location. The meter box shail be reset �s necessary to be flush with the
existing ground or as otherwise directed by' the Enginee -.
The tempora service la out shall have a minimum �vailable flow rate of 5 GPM at a
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dynamic pressure of 35 PSI per service tap. This criteri� shall be used by the Contractor to
determine the length of temporary service allowed, nu�ber of service taps and number of
� feed points.
When the temporary service is required for more than one location the 2-inch temporary
� service pipes, 3�4-inch service lines and the 2-inch _�eter shall be moved to the next
successive project location.
� Payment for work such as fittings, 3/4-inch service lir �s, asphalt, barricades, all service
connections, removal of temporary services and ��II other associated �appurtenants
required, shall be included in the appropriate bid item.
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80.9 Adjust Manholes, and Vaults (Utility Cut): Contractor will be responsible for
adjusting water valve boxes, manholes and vaults to m tch new pavement grade. The unit
price bid will be full payment for materials includi �j all labor, equipment, tools and
incidentals necessary to complete the work.
80.10 Adjust Water �falve Boxes: Contractor will . e responsible for adjusting water
valve boxes to match new pavement grade. The wate valves themselves will be �djusted,
if necessary, by City of Fort Worth Water Department �rces.
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Prior to the beginning of work, the Contractor shall rr� ake an inventory of the condition of
existing water yalve boxes. The Construction Engine�:r will field verify this inventory and
provide the Contractor replacements for broken valve �oxes.� The contractor shall replace
the valve boxes which are damaged during constructi �i at no cost to the City.
The unit price bid per each will be full compensatio for all labor, materials, equipment,
tools, and incidentals necessary to complete the work.
80.11 Purging and Sterilization of Water Lines:
newly constructed water lines shall be purged and si
the General Contract Documents .and Specificatiot
Contractor will furnish all water for INITIAL cleaning
materials for construction of the project, including ap�
chlorine gas or chlorinated lime (HTH) shall be furni:
lime (HTH) shall be used in sufficient quantities to pi
PPM. The residual of free chlorine shall be measurec
than 10 parts per million of free chlorine. Chlorinati
sanitary sewer system. Should a sanitary sewer no�
be "de-chlorinated" prior to disposal. The line ma�
successive sets of samples, taken 24 hours apart, h
purity.
�efore being placed into service all
5rilized in accordance with E2-24 ,of
except as modified herein. The
and s,terilization of water I'ines. � All
opriately sized "pipe cleaning pigs",
> ed by the Contractor. Chlorinated
� vide a chlorine residual of fifty (50)
after 24 hours and shall not be less
d water shall be disposed of in the
�be available, chlorinated water shall
� not be placed in service until two
�ve met the established standards of
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PART D - SPECIAL COND1-10NS
Purging and steriGzation of the water fines shall be cor,;idered as incidental to the project
and all costs incurred will be considered to be include�_ in the linear foot bid price of the
pipe.
80.12 Work Near Pressure Plane Boundaries: C antractor shall take note that the
� water line to •be replaced under this contract may cross or may be in close proximity to an
existir�g pressure plane boundary. Care shall be t� �n to ensure all "pressure plane"
valves installed are installed closed and no cross conn ,tions are made between pressure
� planes
80.13 Water SatYtple Station: �
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GENERAL:
All water sampling station installations will be per aft :.ched Figure 34 or as required in
large w�ter meter vaults as per Figure 33 unless othe kse directed by the Engineer.
The appropriate water sampling station will be furnish to the Contractor free of charge;
however, the Contractor will be required to pick up �this item at the Field Operations
Warehouse.
� PAYMENT FOR FIGURE 34 INSTALLATIONS: Pa -ment for all work and materials
necessa .ry for the installation of the 3/4-inch type K cop er service line will be shall ;be
included in the price bid for copper Service Line from in to Meter.
� Payment for all work and materials necessary for the nstallation tap saddle (if required),
corporation stops, and fittings shall be included in the ��ice bid for Service Taps to Main.
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Payment for all work and materials necessary for the, installation of the sampling station,
concrete support block, curb stop, fittings, and an incid :ntal 5-feet of type K copper service
line which are required to provide a complete and fur �tional water sampling station shall
be included in the price bid for Water Sample Stations.
PAYMENT FOR FIGURE 33 INSTALLATIONS:. P2a�ment for all work and materials
necessary for the installation tap saddle, gate valve, �nd fittings shall be includ�d in the
price bid for Service Taps to Main.
Payment for all work and materials necessary for th� installation of the sampling station,
modification to the vault, fittings, and all type K copp�r service line which are required to
provide a complete and functional water sampling statAorr shall be included in the price bid
for Water Sample Stations. ' � � �
80.;1"4 .,.D'ucti�e Iron..:and::Gray: Fron Fittin�s:
� . Reference� Part E2 Gonstruction Sp:ecifications, �ec i'on E2-7 Installin�.�C.ast I.r.on •Pipe,
fittings, and�Specials; Sub section �2-7'.11 Cast (ron �ittings: the fr'st Pa'ragraph�shall be
revised �to� read :as follows:
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E2-7.11� DUCTILE=IRON �ND GRAY-IRON FITTI� CS: �All ductile-iron and gray-iron
fittings shall be furnished' with cement mortar lining , stated in Section E1-7. The'price
bid per ton of fittings, shall be payment in full for all fi ings, joint a�cess`ories, �polyethylene
SC-55
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PART D - SPECIAL CONDI 'IONS
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v(rrapping�; horizontal �concr.et� bl�ckin�, vertical�.fi.e-d6w� concrete blocking, and cdncrete
crad`le �ece"s,sary�for c,onstruction as �designed.
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All :ductile�-.ir.on and. � gr.ay,-ir.on fittings, valves and
polyethylene wrapping,. conforming fo Material ��pec
Sp�cification E2-13. 1Nrapping shall� prece;�e--�horizo,r
down : conc'r.ete blocking� and concrete cradle. � PaymE
horizontal�concrete blocking;, veitical•.tr�-down .concr'ete,
be•in�.luded in bid'�items�forvales�and�fittin�s and no oth
D-81 SPRINKLING FOR DUST CONTROL:
ecials shall be wrapped with
;ation E1-13 and Construction
coricrete ��6focking; vertical tie-
for the polyethylerie wrapping,
�eking, �nd concrete cradle shall
payments will be �Ilowed�.
A�I applicable provisions of Standard Specifications ltem 200, "Sprinkling for Dust Control" shall
apply. However, no direct payment will be made for this iter and it shall be considered to this
contract.
D-82 DEWATERING:
The Contractor shall' be responsible for determining the met d of dewatering operation for the
water or sewage flows from the existing mains and groun � water. The Contractor shall be
responsible for damage of any nature resulting from the dewat ring operations.
The DISCHARGE from any dewatering operation shall k
Engineer. Ground water shall not be discharged into sanitary
Dewatering shall be considered as incidental to a
considered to be included in the project price.
D-83 TRENCH EXCAVATION ON DEEP TRENCHES:
conducted as approved by the
n and all costs incurred will be
Contractor to prevent any water flowing into open trench durir � construction. Contractor shall not
'� leave excavated trench open overnight. Contractor shal:i� fill any trench the same day of
excavation. No extra payment shall be allowed for this speaa�, condition.
D-84 TREE PRUNING:
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REFERENCES: National Arborist Association's "Prun ig Standards for Shade Trees".
ROOT PRUNING EQUIPMENT
1. Vibratory Knife
2. Vermeer V-1550RC Root Pruner
NATU,RAL RESOURCES PROTECTION FENCE
1. Steel "T" = Bar stakes, 6 feet long.
2. Smooth Horse-Wire: 14-1/2 gauge (medium gau�;) or 12 gauge (heavy gauge).
SC-56
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PART D - �SPECIAL CONDI' IONS
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3. Surveyor's Plastic Flaggin�� "Tundra" weight, Inter�,ational fluorescent orange or red
color.
4. Combination Fence: Commercially manufactured c:,mbination soil separator fa�bric on
wire mesh backing as shown on the Drawings.
ROOT PRUNING
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� 1. Survey and stake location of root pruning trenches �,� shown on drawings.
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Within 24 hours, prune flush with ground and �ackfill any exposed roots due to
construction activity. Cover with wood chips rpulch in order to equalize soil
temperature and minimize water loss due to�evap � tion.
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Limit any grading work within conservation areas t�a 3-inch maximum cut or fill, with no
roots over 1-inch diameter being cut unless cut b�. hand or cut by specified methods,
equipment and protection.
�] E. MULCHING: Apply 2-inches to 4-inches of wood chip� from trimming or clearing operation
t-�' on areas designated by the Engineer. �
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D-85 TREE REMOVAL:
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2. ,Using the approved specified equipment, make a c�t a minimum of 36 inches :deep in
order to minimize damage to the undisturbed root z ne.
3. Backfill and compact the trench immediately after tr �nching.
4. Place �a 3-foot wide by� 4-inch deep cover of mulch over the trench as required by the
Engineer.
Trees to be removed shall be removed using app,ficable m�hods, including stump and root ball
removal, loading, hauling and dumping. Extra caut'ion shall b-; taken to not disrupt existing utilities
both overhead and buried. The Contractor shall immediat��ly repair or replace any d�mage to
utilities and private property including, but not limited to, ter and sewer services, pavement,
fences, walls, sprinkler system piping, etc., at r�o cost to th Owner. All costs for tree removal,
including temporary service costs, shall be considered subsi�ary to the project contract price and
no additional payment will be allowed.
D=86 T�ST HOLES:
The matter� af su�surface exploration to ascertain the naturF. of the soils, inaluding. the amo.unt of
rock, if any, through.which this pi.peline installation is to be rY �de is the responsibility �of 'any and all
pro,spective bidders, and any bid,der on this project shall submit his bid under this condition.
Whether prospective. bidders perform this subsurface exp �ration jointly or indepetidently, and
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o��siss SC-57
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� � PART D- SPECIAL CONDI IONS
� whether. they make s�a:ch;determination by the use ofi`�est h.oles��s� other�means, shall be lef� to,the
discretiori of such. prospective bidders.
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If tes� bori,ngs.have been.made�and: ar� provided -for bidder's i
on the logs:`of �orings in:�#he ap'pendiX of tfiis specifcatioq, it; is
Cit`y nor the ,Engineer':guaranfees the accur,acy.for the informati�
in exc;avations is the same, either in character, locati�n, o�r elev
It stial��•�be the res'ponsibility of the bidder to , make `such, subsi
necessary,to determine��the �nature' of the material.�to be excav�
responsibility for tnterpretation of these r.ecords and for- �maN
excavatio.n.a..nd of-db.ing other work affe.cted; by the geology'of t�
The cosf of �all rocK. removal'.ar�d ot,her assoc'iated- a'p.pucten
the linear foot bid.price of tlie�pipe,,
,
��ormation;"at�.the Iocations�shown
xp�-essJy declared that.neith�er tlie
n. or fhaf fh'e material encountered
tion; as�sliown o� th'e boring logs.
rtacs investigati.ons �as: he: deems
�ted. The Confra�tor assumes all
ing and maintaining the -required
e site.
if require�d, �shall be included in
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� PART DA - ADDITIONAL SPECIAL� CONDITIONS
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DA-1 PIPELINE REHABILITATION CURED-IN-PLACE PIPE ............................................OMITTED
DA-2 PIPELINE REHABILITATION PIPE ENLARGEMENT S'`STEM .................................OMITTED
DA-3 PIPELINE REHABILITATIOf� FOLD AND FORM PIPE .. ...........................................OMITTED
DA-4 � SLIPLINING ..............................:.................................... .............................................01�IIITTED
DA-5 PIPE INSTALLED BY OTHER THAN OPEN CUT......,,..`;.. :.........................................OMITTED
DA-6 SERVICE LINE POINT REPAIR / CLEANOUT REPAIR ............................................OMITTED
DA-7 PROTECTIVE MANHOLE COATING FOR CORROSIG� PROTECTIOf�1 ..................OMITTED
DA-8 MANHOLE REHABILITATION ITEMS ...........:.............. _.. .........................OMITTED
.................
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DA-9 SUR�ACE PREPARATION FOR MANHOLE REHABILJ;i'ATION ................................OMITTED
DA-10 INTERIOR MANHOLE COATING'- MICROSILICATE N.`ORTAR SYSTEM ..................OMITTED
DA-11 INTERIOR MANHOLE COATING - QUADEX
DA-12 ,INTERIOR MANHOL�E COATING - SPRAYWALL
DA-13 INTERIOR MANHOLE COATING - RAVEN LINING S
DA-14 INTERIOR MANHOLE COATING - PERMACAST S
............................:................ OM ITTED
M.......................................OMITTED
....................................OM ITTED
WITH EPDXY LINER....OMITTED
DA-15 INTERIOR MANHOLE COATING-STRONG-SEAL SY�TEM ......................................OMITTED
DA-16 RI�ID FIBERGLASS MANHOLE LINERS ....................� ..............................................OMITTED
DA-17 PVC LINED CONCRETE WALL RECONSTRUCTION ...............................................OMITTED
DA-18 PRESSURE GROUTING ............................................. ...............................................OMITTED
DA-19 VACUUM TESTING OF REHABILITATED MANHOLE 3 .............................................OMITTED
("( DA-20 FIBERGLASS MANHOLES .........................................� ....,..........................................OMITTED
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DA-21 LOCATION AND EXPOSURE OF MANHOLES AND �ATER VALVES .................:.........ASC-3
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DA-22 REPLACEMENT OF CONCRETE CURB AND GUTTE-iR ..................................................ASC-3
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DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS .... .......................... ..........AS�C-4
DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BASF ...................................................ASC-4
DA-25 GRADED CRUSHED STONES .................................._........................:............................ASG5
DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE ........... .....................................................ASC-5
o4i�siss . ASC-1
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PART DA - ADDIT�ONAL SPECIAL CONDITIONS
DA-27 BUTT JOINTS - MILLED ................................................ .................................................ASC-6
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DA-28 2" H.M.A.C. SURFACE COURSE (TYP-E "D" MIX) ....... ..................................................ASC-7
DA-29 REPLACEMENT OF 7" CON���"TE VALL�Y GUTTER : ...................................................ASG7
DA-30 NEW 7" CONCRETE VALLEY GUTTER ....................... ...................................................ASC-8
DA-31 NEW 4" STANDARD WHEELCHAIR RAMP .................. ..................................................ASC-8
DA-32 8" PAVEMENT PULVERIZATION .................................. ..................................................ASC-9
DA-33 ,REINFOFZCED CONCRETE PAVEMENT OR BASE (U�'ILITY CUT) .............................. ASC-9
DA-34 RAISED PAVEMENT MARKERS ................................. ' ................................................ASC-10
DA-35 POTENTIALLY PETROLEUM CONTAMINATED MATE�IAL HANDLING ...................OMITTED
DA-36 LOADING, TRANSPORTATION, AND DISPOSAL OF �ONTAMINATED SOIL........ OMITTED
DA-37 ROCK RIPRAP - GROUT - FILTER FABRIC ................. . .......OMITTED
......................................
DA-38 CONCRETE PIFE��FITI�VGS AND.SP�ECI�4LS .............._ ......:....:.....,.....................:..:......ASC-12
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PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-21 LOCATION AND EXPOSURE OF MANHOLES AND U! bTER VALVES:
� The`contractor shall be responsible for locating and markirig aIM'previously exposed manholes and
water valves in each street of this contract before the resu fiacing process commences for a
particular street.
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The contractor shall attempt to include the Construction E��gineer (if he is available) in the
observation and marking activity. In any event a street shall b�- completely marked a minimum of
two (2) working days before resurfacing begins on any street Marking the' curbs with paint is a
recommended procedure.
It shall be the contractors responsibility to notify the utility cc�.mpanies that he has commenced
work on the project. As the resurfacing is completed (within s�--ne day) the contractor shall locate
the covered manholes and valves and expose them for later '�djustment. Upon completion of a
street the contractor shall notify the utilities of this completio�� and indicate the start of the next
one in order for the utilities to adjust facilities accordingly The following .are utility contact
persons: .
� Company Telephone Number
Southwestern Bell Telephone 338-6275
Texas Utilities 336-9411
�„ EXi. 2121
Lone Star 336-8381
Ext.� 6982
� City of Fort Worth, 871-8100
Street Light and Signal
Contact Person
"Hot Line"
Mr. Roy Kruger
Mr. Jim Bennett
Mr. -7im Bob Wakefield
j`"� Of course, under the terms of this contract, the contractor sh� I complete adjustment of the storm
�.] drain and Water Department facilities, one traffic lane at a tir��e within five (5) working days after
completing the laying.of proposed H.M.A.C. overlay adjacent t� said facilities.
Any deviation from the above procedure and allotted working fays may result in the shut down of
the resurfacing operation by the Construction Engineer.
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The contractor shall be responsible for all materials, equip�ent and labor to perform a mo�t
accurate job and all costs to the contractor shall be figured su�idiary to this contract.
DA-22 REPLACEMENT OF CONCRETE CURB AND GUTT R: .
Contractor shall replace all damaged existing curb and gutte as designated by the Construction
Engineer, and replace with standard concrete curb and gutter laydown curb and gutter, or in like
kind, as governed by the standard City Specific�tions. Pay li iits forlaydown curb and �gutter are
as shown in Drawing No. S-S5 of the Standard Specifications Included, and figured subsidiary to
this unit price, will be the required excavation into the street � aid in the construction of the curb
and gutter. The pay limit will be 9" out from the gutter lip, wit same day haul-off of the removed
material to a suitable dump site. The street void shall be fill d with H.M.A.C. "Type D" mix and
compacted to standard City densities and top soil, if needed, � hall be added and leveled to grade
behind the curb. Existing improvements within the parkwa,�� such as water meters, sprinkler
system, etc. damaged during construction shall be replaced ��ith same or better at no cost to the
City.
o4r�siss ASC-3
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Backfill for curb and gutter shall be completed within fourteen 14) calendar days from the day of
demolition to date of completion. if the contractor fails to com�lete the work within fourteen (14)
calendar days, a$100 dollar liquidafed damage will be assess_ � per block per day.
The unit price bid per linear foot shall be full compensation for �II materials, labor, equipment and
incidentals necessary to complete the work. . .
DA-23 REPLACEMENT OF 6" CONCRETE DRIVEWAYS:
This item shall include the removal and replacement of e` ting concrete driveways, due to
deterioration or in situations where curb and gutter is repl ,ed to adjust grades to eliminate
ponding water with same day haul-off of 'the removed mat rial to a suitable dump site. For
specifications governing this item see Iterii �No. 104 "Remo ng'Old Concrete", Item No. 504"
Concrete Sidewalk and Driveways". Pay limits for concretedri way are as shown in Drawing No.
S-S5 of the Standard Specifications.
The unit price bid per square yard shall be full compensatio for all labor, material, equipment,
�upplies, and incidentals necessary to complete the work. ,
DA-24 REPLACEMENT OF H.M.A.C. PAVEMENT AND BAS_�:
The contractor shall remove all existing deformed H.M.A,C. ` vement and/or bad k3ase material
that shows surface deterioration and/or complete failure. Th Engineer will identify these areas
upon which time the contractor will begin work. The failed ar shall be saw cut, or other similar
means, out of the existing pavement in square or rectangular' ashion. The side faces shall be cut
vertically and all failed and loose material excavated. As �a art of the excavation process, all
unsatisfactory base material shall be removed, if required, t- a depth sufficient to obtain stable
sub-base. The total depth of excavation could range from � couple of inches to include the
surface-base-some sub-base removal for which the Engineer rill select the necessary depth. The
remaining good material shall be leveled and uniformly made ready to accept the fill material. All
excavated material shall be hauled off site, the same.day as e:cavated, to a suitable dump site.
After satisfactory completion of removal as outlined abo �e, the contractor shall place the
permanent pavement patch, with "Type D" surface mix. This item will always be used even if no
base improvements are required. The proposed H.M.A. � repair shall match the existing
pavement section or the depth of the failed material, which ver is greater. However, the patch
thickness shall be a minimum of 2 inches. Generally the ex ting H.M.A.C. pavement thickness
will not exceed 6". Before the patch layers �re applied, any lo, se material, mud and/or water shall
be removed. A liquid asphalt tack coat shall be applied to all },xposed surFaces. Placement of the
surface mix lifts shall not exceed 3 inches with vibrato �compactions to follow each lift.
Compactions of the mix shall be to standard densities o� the City of Fort Worth, 'made in
preparation to accept the recycling process�
All applic�ble provisions of Standard Specification Item Nos. 400 "Asphalts, Oils, and Emulsions",
304 "Prime Coat", and 312 "Hot-Mix Asphaltic Concrete" shal' govern work:
The unit price bid per cubic yard shall be f�ll compensation fc - all materials, labor, equipment and
incidentals necessary to compl�te the work.
04/16/99 ASC-4
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PART DA - ADDITIONAL SPECIAL CONDITIONS
DA-25 GRADED CRUSHED STONES:
This item shall be used to repair the failed base material in ar s exceed 8" deep �as directed by
the Engineer. The material shall be graded crushed stones.
For specifications governing this item see Item No. 208 �"Flexib � Base".
The unit price bid per cubic yard shall be�full compensation for �II materials, labor, equipment and
incidentals necessary to complete the work.
DA-26 WEDGE MILLING 2" TO 0" DEPTH 5.0' WIDE:
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Description
This item shall consist of milling the existing pavemen �From the lip of gutter at a depth of
2" and transitioning to match the existing pavement (0' cut) at a minimum width of 5'. The
existing pavement to be milled will either be asphalt, concrete, or brick pavement. The
removal and disposal of the milled materials shall b as directed by the Engineer. The
milled surface shall provide a smooth surface free fror�f gouges, ridges, oil film, and other
imperFections of workmanship and shall have a u form� textured appearance. In all
situations where the existing H.M.A.C. surface conta��s the curb face the wedge milling
shall include the removal of the existing asphalt cove ing the gutter up to and along the
fa�e of curb.
The wedge milling operations for this project will be erformed in a continuous manner
along both sides of the street. Details of milling .locatio is are at the back of this document.
Contractor is required to begin the overlay, within fiv (5) calendar days from the date of
the wedge milling completion of any one street. Sh ,�Id the contractor fail to meet this
condition, the wedge milling will be shut down, and liq idated damage of $500.00 per day
per stPeet will be assessed until all wedge milled stre � are overlayed. The overlay, once
begun on a street shall continue uninterrupted until co iplete.
The Contractor shall haul-off the removed material to suitable dump site.
"Equipment
The equipment for removing the pavement surface shall be a power operated milling
machine or other equal or better mechanical means capable of removing, in either one
pass or two passes, the necessary pavement thic{cne. � in a five-foot minimum width. The
equipment�shall be self=propelled with sufficient pov�r, traction and stability to maintain
accurate depth of cut and slope.
The machine shall be equipped with an integral loading and reclaiming means to
immediately. remove material being cut from the s�arf •e of the roadway and discharge the
cuttings into a truck, all in one operation. Adequate b ck-up equipment (mechanical street
sweepers, loaders, water truck, etc.) and personnel ill also be provided to keep flying
dust to a minimum and tQ insure that all cuttings ar rer�oved from street surface daily.
Stockpiling of planed material will not be permitted the` project site unless designated
by the Engineer. The, machine shall be equipped with eans to control dust created by the
cutting action and shall have a manual syste'm provi ng for uniformly varying the depth of
cut while the machine is in motion thereby making it possible to cut flush to all inlets,
manholes, or other obstructions within the paved are . The speed of the machine shall be
variable in order to leave the desired grid pattern spe ified under Surface Texture.
oai�e✓ss ASC-5 ;
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The unit price bid per linear feet shall be full co�ensation for all labor, material,
equipment, tools, and incidentals necessary to complet the work.
DA-27 BUTT JOINTS - MILLED:
A. Description:�
This item requires the contractor to mill "butt joints" int he existing surface, in association
� with the wedge milling operation (PAY� ITEM NO. 9) to the depth and at locations as
described below. The butt joint'will provide a full width -ansition section, whereby the new
overlay shall maintain constant depth at the point the ew overlay is terminated and the
� new surface� elevation matches the existing� pave ient. The construction activities,
pertormance standards and equipment needed for th butt joints milling operations shall
be governed by the special provlsions of Pay It No. 9- Wedge Milling. The
configuration of the butt joints is described in more d tail below. General details of butt
� joint locations - along with wedge milling in general - ar� shown in plan form at the back of
this document.
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04/16/99
Construction Details
Prior to the mifling of the butt joints, the Contractor •hall consult with the Construction
Engineer for proper location of tMese joints and ve fy that the selected limits of the
projects' street are cor�rect.
The general locations for butt joints are at all beginnin, and ending points of streets listed
in the project and as more graphically detailed at the ack of this specification book.� The
joints are also required on both sides of all railroad �racks and concrete valley gutters,
bridge decks and culverts and all other items which ransverse the street and end the
continuity of the asphalt surface. Each butt joint shall k� 20 feet long and milled out across
the full width of the street section to a tapered de h of 2". This milled area shall be
tapered within the 20 feet to a depth from 0" to 2" at line adjacent to the beginning and
ending points or intermediate transverse items. Thi butt joint - when overlayed - will
consist of a asphalt section that will transition the ew overlay to match the existing
pavement elevation.
The contractor shall provide a temporary wedge of ��phalt at all butt joints to provide a
smooth ride over the bump.
Measurement and Payment
Butt joints as prescribed above, will be measured by -�e unit of each butt joint milled. The
disposal of excess material involved will not be meas�° ed for payment.
Each butt joint-milled, measured as above, complet�-in place-in accor-dance with these
specifications, will be paid for at the unit price shown n the proposal for "Butt Joints". The
unit price bid per each shall be full compensation for II milling, including material haul-off,
tools, labor, equipment and incidentals necessary to c� mplete the required work.
ASC-6
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DA-28 2" H.M.A.C. SURFACE COURSE (TYPE "D" MlX):
All applicable provisions of Standard Specifications, Item Nos.�312 "Hot-MixAsphaltic Concrete"
� and 313 "Central Plant Recycling-Asphalt Concrete" shall app � to the construction methods for
this pQrtion of the project..
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Standard Specification 312.5 (1) shall' be revised as folloti
asphaltic mixture shall not be placed unless the air tempe
and rising, the temperature being taken in the shade an
material shall also not be placed when the wind condition
Engineer.
The contractor shall furnish batch design of the propose�
approval 48 hours prior to placing the H.M.A.C. overlay. ThE
necessary.
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The unit price bid per square yard of H.M.A.C. complete and '� place, shall be full compensation
for all labor, materials, equipment, tools, and incidentals neces�ary to complete the work.
DA-29 REPLACEMENT OF 7" CONCRETE VAL�.EY GUTTE ::
This item shall include the removal and reconstruction of �.zisting concrete valley gutters at
locations to be determined in field:
Removal of existing concrete valley, asphalt pavement, co��crete base, curb and gutter, and
necessary excavation to install the concrete valley gutters all �hall be subsidiary to this pay item.
Furnishing and placing of 2:27 concrete base and crushed lim�stone to a depth as directed by the
Engineer and necessary asphalt transitions as shown in the cc.�crete valley gutter details, shall be
subsidiary to this Pay Item. �
See standard specification Item No. 314, "Concrete Paven ent", Item 312 "Hot-Mix Asphaltic'
Concrete", Item No. 104, "Removing Old Concrete", It No. 106, "Unclassified Street
Excavation" Item No. 208 "Flexible Base." Measurement for fi �al quantities of valley gutter will be
by the square yard of concrete pavement and the curb and gu4er section will be included.
Contractor may substitute 5" non-reinforced (2:27) Concrete ase ir� lieu of Crushed Stone at no
additional cost. See Item 314" Concrete Pavement".
Asphalt base material may be required at times as directed ��+ the Engineer to expedite �he work
at locations identified in the field.
The concrete shall be designed to achieve a-minimum comp� �ssive strength of 3000 pounds per
square inch. Contractor shall work on one-half of Valley Gut�r at a time, and the other half shall
be open to traffic. Work shall be completed on each half withi' seven (7) calendar days.
If the contractor fai,ls to complete the work on each half witl-'n seven (7) calendar days, a$100
dollars liquidated damage will be assessed per each half of v� Iley gutter per day.
The unit price bid per square yard for Concrete Valley as shown on �the proposal will be full
compensation for materials, labor, equipment, tools and in �dentals necessary to complete the
work.
o4i�siss ASC-7
prime coat, tack coat;� or the
� fifty (50) degrees Fahrenheit
from artificial heat. Asphaltic
nsuitable in the opinion of the
�ix asphaltic concrete for City
ill provide laboratory control as
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PART DA - ADDITIONAL SPECIALo CONDITIONS
DA-30 NEW 7" CONCRETE VALLEY GUTTER:
This item shall include the construction of concrete valley � utters at various locations to be
determined in field. �
Removal of existing, asphalt pavement, concrete base, �urb and gutter, and necessary
excavation to install the concrete valley gutters all shall be su idiary to this pay item. Furnishing
and placing of 2:27 concrete base and crushed limestone to a;depth as directed by the Engineer
and necessary asphalt transitions as shown in the concr e valley gutter details shall be
subsidiary to this Pay Item.
See standard specification Item No. 314", Concrete Pave .nt", Item 312 "Hot-MixAsphaltic
Concrete", Item No. 104, "Removing Old Concrete", Ite,�'�'� No. 106, "Unclassified Street
Excavation" Item No. 208 "Flexible Base." Measurement for fi�'al quantities of valley gutter will be
by the square yard of concrete pavement and the curb and gut�er section will be included,
Contractor may substitute 5" non-reinforced (2:27) Concrete
additional cost. See Item 314" Concrete Pavemen,$".
The concrete shall be designed to achieve a minimum comp
square inch. Contractor shall work on one-half of Valley gutt
be open to traffic. Work shall be completed on each half withi
in lieu of Crushed �tone at no
�ssive strength of 3000 pounds per
� at a time, and the other half shall
seven (7) calendar days.
If the Contractor fails to complete the work on each half with�n seven (7) calendar days, a$100
dollars liquidated damage will be assessed per each half of va �ey gutter per day.
The unit price bid
compensation for
work.
per square yar
materials, �labor,
d for Concrete Valley as -`.hown on the proposal will be full
equipment, tools and inc.�entals necessary to complete the
DA-31 NEW 4" STANDARD WHEELCHAIR RAMP:
The Contractor shall construct standard concrete wheelchair ramps as shown on the enclosed
details, or as directed by the Engineer.
The removal of existing substandard wheelchair ramps
installation of new wheelchair ramps shall be subsidiary
replacement of existing curb and gutter as required for the
shall be included in Pay Item 5(Removal and Replacemer
laydown curb and gutter are as shown in the Standard Pa�r I
extend from 9" outside the lip of gutter to �15" back from the
be subsidiary to the curb and gutter pay item. Pay limits for "
15" back from the face of curb and encompass the remaindei
All applicable provision. of standard Specifications Item 104
504 "Concrete Sidewalk Driveways" shall apply except as hei
All concrete flared surFace shall be colored with LITHOCHR
by L,M. Scofield Company or equal. The color hardener s
type, and shall be used in accordance with manufactures
applied after concrete is poured (Product sold by BAER).
D�4,�6/99
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nd sidewalk as required for the
� this pay item. The removal and
stallation of new wheelchair ramps
of Curb and Gutter). Pay lir�its for
mit Detail (WR-1). The pay limit will
ace of curb. Any asphalt tie-in shall
tandard Wheelchair Ramp" will start
�f the ramp and sidewalk.
'Removing Old Concrete" and Item
:in modified.
�IE color hardener as manufactured
II be brick red color and dry-shake
�structions. Concrete stain may be
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PART DA - ADDITIONAL SPECIA CONDiT10NS
"Contractor shall provide a colored sample concrete panel of o e foot by one foot by three inches
dimension, or other dimension approved by the Engine `r, meeting the aforementioned
specification. The sample, upon approval by the Engineer, sha be the acceptable standard to be
applied for all construction covered in the scope of'�this pay ite .0
The method of application shall be by screen, sifter, sieve or o er means in order to provide for a
uniform color distribution."
The unit price bid per square yard for 4" standard wheelchair mp as shown on the proposal will
be full compensation for materials, labor, equipment, tools an � incidentals necessary to compete
the work. •
DA-32 8" PAVEMENT PULVERIZATION:
Contractor shall pulverize the existing pavement to a depth of .". After pulverization is completed,
contractor shall temporary remove and store the 8" deep pulv ized material, then cut the base 2"
to provide place for the new 2" H.M.A.C. surface. The 2" bas cut shall start at a depth of 8" from
the existing pulverized surface. After the undercut operation is ompleted, contractor shall spread,
mix, and compact the pulverized material to a 95% compactio per City's Standard Specifications
or as directed by the Engineer in the field. A 5% portland �ement shall be used to mix the
pulverized material.
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DA-33 REINFORCED CONCRETE PAVEMENT OR BASE (U—ILITY CUT)
The following specifications are for the furnishing and placing of reinforced concrete pavement or
base as shown on detail and as directed by the Engineer.
A. GENERAL:
Reinforced concrete pavement or base shall conform to Spec`=fication Item N�. 314 herein except
for finishing and curing.
B. FINISHING:
The reinforced concrete shall be brought to a uniform surFace y working with a wooden float. The
surFace shall be flush with the adjacent pavement an shall have a�nish similar to �the
surrounding pavement. The surface shall be even and sha I provide a smooth ride.
� C. CURING:
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The reinforced concrete pavem'ent surfaces shall be spraye � uniformly with a membrane curing
compound conforming to the requirements of ASTN C-309, Type 2, white-pigmented
compound, which shall not produce permanent discolorati of the concrete. Concrete shall. be
allowed to cure for seven days or test cylinders reach 300 -psi before removal of barricades.
D. EXECUTION:
Included in this item will be the removal of the existing reinforced cdncrete pavement. The
existing pavement shall be sawed so as to maintain a even, straight pavement ,cut. The
existing reinforcing steel at sawed line and construction jo� ts shall be lapped 18 inches with the
new reinforced concrete pavement. The existing stee � shall be thoroughly cleaned before
lapping.
o��s�ss
AS C-9
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PART DA - ADDITIONAL SPECIAL �ONDITIONS
The following work method will be performed on each utility c�.t: ,
1. Place safety signs, barricades and/or other warning c�vices where necessary and as
required.
2. Replace pavement to nearest joint.
3. Mark out the damaged area with keel, chalk line or pa it being sure to include all areas
requiring repair.
4. Saw cut along marked lines a minimum of two (2) inches -1eep.
5. Remove existing concrete.
6. Form joints and place reinforcing steel and Dowel Bars �s required) according to standard
specifications.
7. Place and finish concrete.
8. Clean up job site, removing all debris.
9. Maintain traffic oontrol devices to protect the area until th,� concrete has cured s�ven days or
concrete reaches 3000 psi compressive strength.
E. PAYMENT:
Payment shall be made at the unit price per linear foot as �own on the proposal and shall be
full compensation for furnishing all labor, materials, equipm �nt tools and incidentals necessary
to complete the work.
DA-34 RAISED PAVEMENT MARKERS
All applicable provisions of Standard Specifications for Roady�ay Markers (Buttons) shall apply.
The Contractor shall install standard roadway markers accord ng to city specifications as shown
on plan sheet or as directed by the Engineer. Please refer to "�2oadway Markers Specifications".
3. HAN,DLING POTENTIALLY PETROLEUM CONTAI��INATED SOIL(PPCS)
a. Contractor shall coordinate with the City to d ermine a suitable location' for the
stockpiling of contaminated soil. The followi g procedure shall be followed in
preparing the chosen site:
1. Provide a diked enclosure large enough to ;�Id all material and prevent runoff.
2. The diked area shall be lined with 20-30 mi plastictp prevent seepage into the
existing soil. �
3. At the end of each work day, Contractor sh�ll completely cover stockpile with 20
mil plastic. During the day, the Contractor 3hall keep the stockpile cov.ered, as
necessary, to prevent release of contamina� �d materials due to rain or wind.
4. Sampling and evaluation of materials wil be performed at the Contractor's
expense. (The City of Fort Worth will provid : laboratory services)
04/16/99 ASC-10 �
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PART DA - ADDITIONAL SPECIAL CONDITIONS
b. PPCS shall be handled, tested, observing all sta �dard chain-of-custody procediares
and sampling preservation and analyses shall ccnform to published and recognized
standards.
c. The stockpiled PPCS shall be sampled and tes ed every 50 cubic yards for Total
Petroleum Hydrocarbons (TPH) (EPA 418.1) an Benzene, Toulene, Ethylbenzene
and Xylene (BTEX) (EPA 8020). All test results ill be forwarded to the City of Fort
Worth Department of Environmental Managemen� .
d. Contaminated soil identified by test results will disposed of according to DA-27,
Loading, Transportation, and Disposal of Contam nated Soil.
e. It is the intent of the City of Fort Worth that u icontaminated soils be utilized as
backfill material, if the soils also meet the Type C�r B backfill classifications.
4. HANDLING POTENTIALLY PETROLEUM CONTAM NATED WATER (PPCV�
a. Water pumped from the excavation or from de�✓atering activities that has an oily
&heen, a hydrocarbon odor, or is otherwise sus�ect, shall be considered potentially
petroleum contaminated.
b. PPCW shall be handled, tested, and discharge� in accordance with the TNRCC's
appropriate state regulation. PPCW shall be t ted no later than 15 days prior to
extraction. PPCW shall, if necessary, be treate ' in an appropriately sized oil/water
separator, air stripp�r or GAC canisters. Contra tor shall have his testing laboratory
determine that the oil/water separator treat d discharge is within the limits
established by the TNRCC's regulations be �ore being allowed to discharge
(discharge to sanitary sewer). Contractor sha be responsible for furnishing the
effluent test re.ports to the City.
c. Alternatively, the Contractor may dispose of co itaminated water, after appropriate
pretreatment, into the sanitary sewer collection stem. It shall be the responsibility
of the Contractor to obtain the necessary permit ) and to perForm all testing required
by the City of Fort Worth Pretreatment Services 1.=ivision.
d. All treated water shall be discharged into a Contt..actor supplied Frac Tank, sampled,
and analyzed before discharge into the sewer sy�tem.
e. � The product that is recovered shall be disposed .of in accordance with all applicable�
regulations. Any phase separate product recov ed from the oil/water separator and
air stripper shall be transported in accordance with Department of Transportation
rules and regulations for flammable product When transporting product for
disposal, transportation shall also be pertorned by a licensed carrier. The
Contractor is responsible for proper manifestin� of the material from the site to the
waste disposal facility. Completed Manifes. s shall be returned to the City
Department of Environmental Management with i 90 days of shipment.
5. HANDLING VAPOR CONCENTRATIONS
a. In order to maintain safe working conditions, t ie vapor concentrations shbuld not
n exceed 20 percent of the Lower Explosive �_imit (LEL). During construction,
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PART DA - ADDITIONAL SPECIAL ONDITIONS
measures should be taken to maintain LEL leve � below 20 percent in all working
areas.
b. To monitor vapor levels and oxygen levels a corr �ustible gas indicator (CGI) v►riti5 a
LEU02 meter should �orifintaously operate in the Norking area. The CGI should be
' properly calibrated and should have an alarm hat sounds if 20 percent LEL is
reached. Monitoring data�from the GCI should�bE recorded periodically to determine
if ventilation or other methods are effective. In the event local health and safety
agencies require more stringent monitoring, the local regulations must be
implemented. b
D. MEASUREMENT AND PAYMENT:
Payment for handling PPCS, PPCW and Vapor Conce :trations, obtaining and paying for
any permits required, hiring the services of a qu� ified professional environmental
consultant(s), environmental issu�s, stockpiling and all is •ues included and incidental to this
section will be full compensation for all labor, equip ent, materials, and super"vision.
Measurement and Payment for this section will be per li ar foot of trench excavated where
the excavated material is handled as a contaminated ma erial. No separate payment will be
made for handling of contaminated water, vapor concent� ations, sampling, stockpiling, etc.
DA-38 CONCRETE PIP:E. FITTI.N,�S ,AND' S'RECIALS:
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Bidders shall submit�th�e �followrng:�"fo'r Class P(I- �e�nf.orced cor,�crete`pip.e��to b�e:lnstalled on';this
project: � ... ,
1. A,cornple�e �list of fittin�s �nd speci�ls upon wh'ich the lump um is bid.
2. Provide,�;,'un�t p�i�e �r�dlca�ing the.cost'For furnish►ng��and in` �Ifin'g,each of the vario.us items .of
ftfiings �nd special."s' . j �
The lu,mp sum as b�t� ir� �khe Pro�osal shall be, p�ymenfi in full fo all f�ttings and sp:ecials necess�ry
for fh�e, consf�rwct�oi� of i�h� pr�a��t as.,d�sigr�ed� P�yrhent for he in`stallatior of th�pip:e fit�ing's.,
specia,ls, �inc� �andorr� I�r�gths �fiall be inclUde�l Should �he Eh � ine�r appres;ve �njr ch�arifg�s to'•#iie
fiittrngs; s�eci�IS� or random p�pe leng,ths listed as: ustlfying �' ��rr�ou�t bid in: the Proposa(,; the
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prtce subrl�iff��l v►��th t�ie � proposal shall be �sed; ,t� de�termin the� increase or tleer�as� `�n th�
ad�usted valu� un�, r��af b d temro o'sal, �hd the Contractor..� t�all'` be ai:d on: =#he basis, of:�this
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ASC-12
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TE�AS L'EPARTMENT OF TRANSPORTATION
DISTRICT N0. 2
SPECIAL REQUIREMENTS FOR INSTALLATION OF UTILITIES ON HIGHWAY R'IGHT-OF-WAY
(1) Coordination of Work with Highway Contractor or State Forces
r If any portion of related highway is under construction, no Utility Owner's Forces
or Contractors shall enter within the highway right-of-way without first consulting
the Highway Contractor and making necessary arrangements to coordinate installation
of its facilities with Highway Construction.
All work relative to installation of Utility Owner's facilities shall be conducted
„ in such manner as not to interfere in any way with operations of the Highway
� Contractor. ,
The above requirements with respect to coordination of work with Highway Contractors
' shall likewise apply to work being done by State �'orces.
(2) Chan�es in Location of Proposed Utilities
No changes shall be made in approved location of utilities within limits of highway
right-of-way without prior authorization of Texas Department of Transportation.
r (3) Adjustznent of Utility Poles and Appurtenances
No deviations shall be made from the location of underground lines approved or
- designated by the Texas Department of Transportation either during planning or
construction to avoid utility poles. Where such poles are adjacent to any proposed
� underground line, Utility Owner shall make necessary arrangements with other Utility
Owners for moving poles and appurtenances and/or supporting same during trenching
operations.
Any poles, anchors, etc. relocated to clear the proposed underground line shall be
' moved toward the highway right-of-way line and location shall be subject to the
Texas Department of Transportation approval.
(4) Submission of Pro_ject Drawings to State
'�' Prints of detailed drawings showing exact plan location and profile of underground
line shall be submitted to Texas Department of Transportation well in advance of
Y construction of line, for verification that location of line is in accordance with
..,. requirements specified herein.
(5) Stakin� of Utility Lines in Advance of Construction
Utiiity lines shall be staked well in advance of construction of line so that
Texas Department of Transportation can inspect staking to verify that alignment
conforms to requirements set out herein and that there is no conflict with highway
►�•- facilities.
Utility Owner shall give Texas Department of Transportation not less than 48 hours
notice ahead of time when staking of line will be completed.
, ROW Utility Section
January 28, 1992
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(6) Notification of Abandonment of Location Authorized b,y Permit and Assigrunent �
of Authorized Location to Other Utility Owners
It is expected that where the installation of utility line has been authorized, such �i
installation will be made within a reasonable period after approval of permit, yrr
otherwise, the Texas Department of Transportation reserves the right to assign the
location originally approved for the line to another utility. r+
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If construction of Utility line has not been started within 4 months after date of
approval, the Utility Owners shall immediately notify the Texas Department of ,.
Transportation whether it is s�ill intended to install the line and the date
construction will commence. If the owner intends to abandon all or any part of the "r
authorized location, the Texas Department of Transportation shall be informed
accordingly so that such abandoned location may be assigned to other utilities if ""�
deemed necessary by the Texas Department of Transportation: „�
(7) Inspection by Texas Department of Transportation Representatives ,�
Utility Owners shall inform their forces or contractors that all utility "'"
installations authorized by Utility Agreement or Permit shall be subject to such
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inspection and tests as may be deemed necessary by the Texas Department of
Transportation to verify that work is being done in accordance with the Texas ,�r
Department of Transportation requirements. Al1 supervisory personnel shall be
instructed to furnish such information and cooperation as may be required to perform *�
such inspection. �
(8) Copy of Permit on Job Site �
A copy of the approved permit shall be kept on the site of the work at all times when
work is in progress.
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(9) Full-Time Supervision and Inspection
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The Utility Owner shall provide competent full-time on-the-site supervisors or ,,.,�
inspectors for all utility installations either authorized by permit or covered by
utility agreement with the Texas Department of Transportation. "�
(10) Incorrect Location of Utilities
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Any pipe incorrectly located during construction to conflict with any highway
structure shall be removed and laid in proper location at entire expense of Utility �
Owner. �
(11) Protection of Hi�hway Facilities During Installation of Line �
All construction operations relative to installation of the pipeline sha11 be
conducted in such manner as to protect highway facilities from damage at all times.
(12) Disposal of Excess Excavation and Clean U� �
Excess material from trench excavation shall be removed from highway right-of-way and �„
job site cleaned up and left in satisfactory condition.
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January 28, 1992
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(13) Repair and Replacement of Riprap and Earth Slooes
.
Any existing riprap cut by trenching operations shall be replaced and surface of new
riprap finished to match that of existing riprap. Concrete riprap shall contain not
less than 3 sacks of cement per cubic yard of concrete. Reinforcing steel shall
conform to that of existing riprap.
Slopes of highway cuts and embankments damaged by any operations relating to
installation of utility shall be repaired and restored to the exact contour existing
prior to initiation of the utility project. All earth placed in the restoration of
slopes, etc., shall be compacted to a density equal to or greater than that of the.
original slope as directed by the Texas Department of Transportation representative.
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(14) Replace.ment of Base and Pavements
Where removal of base and pavement has been authorized, all such base and pavement
shall be replaced�as directed by the Texas Department of Transportation
representative.
All existing pavement and related flexible or concrete base, which is to remain in
service either permanently or temporarily, or to be incorporated as a part of the
highway project, shall be replaced.
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(15) Repair and Restoration of Sodding
Where sodding is disturbed by excavation or
be replaced by mulch sodding on all slopes
be replaced by block sodding.
backfilling operations, such areas shall
of 29 or less. All slopes over 2% shall
(16) Installation of Lines Beneath Pavements
" No open cuts for pipe trenches shall be made across any pavement beneath main highway
traffic lanes or turning lanes, acceleration lanes, deceleration lanes and other
� similar facilities unless specifically authorized by the Texas Department of
Transportation. Pipe shall be installed by boring and tunneling and all such
tunneling and boring shall be cased and pressure grouted to seal voids between casing
and adjacent earth.
�� Open cuts will be permitted across pavements of existing street connections, where
pipe trench is adjacent to and parallel with highway right-of-way line and where
pavement has not been recently constructed. No open cuts will be permitted across
stich connections where new pavement has just been constructed without written
permission of the Texas Department of Transportation.
(17) Casin� of Lines
Utility lines carrying liquids or gases under pressure may be installed uncased in
accordance with the Texas Department of Transportation Utility Accommodation Policy.
' Water lines crossing beneath culverts shall be cased and casing shall project 5'
beyond outside limits of culvert. Voids around casing, placed by tunneling or
boring, shall be pressure grouted.
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January 28, 1992
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(18) Use of Explosives
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No explosives shall be used within limits of highway right-of-way without written
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permission of the Texas Department of Transportation.
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Requests for permission to use explosives shall include the following information:
(a) Location of highway where use of explosives is proposed.
(b) Type and amount of explosives to be used.
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If the use of any explosives is permitted, all blasting operations must be conducted ""�
in such manner as to completely protect adjacent property and the traveling public
and not interfere with highway traffic. No blasting will be permitted in the '"�
vicinity of any structures or beneath any pavements which are to remain in use. ,�
(19) Protection of Highway Traffic, Barricades, Warnin� Signs, Etc.
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No construction operations relative to installation of utilities wi11 be permitted '""
within the limits of existing pavements carrying traffic, or shoulders adjacent
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thereto, unless specifically authorized by the Texas Department of Transportation.
Excavated materials shall be kept off pavements at all times. �
Barricades, warning signs, flares, flashing devices, and Flagmen shall be provided by �'*
the Utility Owner or his Contractor when necessary. �
(20) Protection of Existing Utilities
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(a) Prior to selecting a location for a proposed installation or accepting a �
location suggested by the State for such installation, the Utility Company
shall take all necessary steps to determine that the location is not "
already occupied by another Utility and to determine that no damage will be �
done to existing Utilities.
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(b) Prior to beginning actual construction operations the Utility Company shall �
notify all other Utility Companies who may have facilities in the area so
they can determine if the proposed construction will conflict with or
otherwise damage their facilities. �
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(21) Use of Plastic Pipe and Nonmetallic Pipe
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(a) Plastic pipe may be used for gas lines provided the internal pressure does +
not exceed sixty pounds per square.inch, they are encased from right-of-way
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line to right-of-way line on crossings and have at least thirty inches of �
cover. The maximum size of plastic pipe gas lines shall not exceed six �
inches.
(b) Where nonmetallic pipe is installed longitudinally, a metal wire shall be ""�
concurrently installed or other means shall be provided for detection ;�
purgoses.
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January 28, 1992
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(c) Plastic pipe may be used for water lines provided the minimum depth is 30
' inches. Encasement shall be as provided in Rule 21.45 of the Utility
Accommodation Policy.
(22) Above Ground Appurtenances to UnderQround Utilities
" Above ground installation, such as pedestals, fire hydrants, meters, etc., installed
, as a part of an underground utility shall be located at or near the right-of-way
line, well outside the highway maintenance operation area.
(23) Markers
The utility company shall place a readily identifiable and suitable marker at each
right-of-way line for highway crossings except where marked by a vent.
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January 28, 1992
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ITEM 164
SEEDING FOR EROSION
164.1 DESCRIPTION. The item •shall• govern for �eparing ground, providing for
sowing of seeds, mulching v�%ith straw, hay, or cellulose fiber • �nd other management practices
on areas shown on the plans and in �ccord�i�ce with this item.
It includes seeding for permanent erosion control anc seeding for temporary erosion
control during ,the initial winter season. �
164.2 MATERIALS.
(1) SEED. All seed must meet the requirements of t
labeling requirements for showing pure live seed (PLS = pur
of seed. Seed furnished shall be of the pervious season's crop
ea.ch bag shall be within nine months of the time of use on the
be furnished for delivered in separate bags or containers. A s�
be fuznished for analysis and testing when directed by the Eng
with a dormancy method approved by the Engineer. The spe
�from among the types specified in �Tables lA and 1B o�
Transportation Standard Specifications For Construction of .
Texas Seed Law including the
� x germination), name and type
id the date of analysis shown on
�oject. Each variety of seed shall
ple of each variety of seed shall
rer. Buffalograss shall be treated
s and varieties of seed shall be
e 1993 Texas Department of
,hways, Streets and Bridges.
� (2) FERTILIZER. Fertilizer shall conform to the reqt,ir�ments of Item 166, "Fertilizer".
The fertilizer used shall have the analysis as shown on the � �la ; s.
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(3) WATER. Water shall conform to the requir�m_-nts of Item 168, "Vegetative
Watering" .
(4) MULCH.
(a) STRAW MULCH OR HAY MULCH. Straw ulch shall be oat, wheat or rice
straw. Hay mulch shall be prairie grass, bermudagrass or oth hay of Johnson grass or other
noxious weeds and foreign materials. It shall be kept in a dry ondition and shall be molded or
rotted. �
(b) CELLULOSE FIBER MULCH. It shall meet the r�quirements of and be approved
by the Director of Maintenance and Operations. A list of prete� ted and approved �naterials will
be maintained and �an be obtained by writing the Director of l�aintenance and Operations, '125
East llth Street, Austin, Texas 78701-2483.
"The mulch shall be designed for use in conventional mechanical planting, hydraulic
planting of seed or hydraulic mulching of grass seed, either ne or with fertilizers and other
additives. The mulch shall be such that, when applied, th material shall form a strong,
moisture-retaining mat without the need of an asphalt binder: I shall be kept in a dry condition
until applied 'and shall not be molded or rotted. -
� (5) SOIL RETENTION BLANKET
of Item 169, "Soil Retention Blanket".
Soil retention bla-.�Cet shall meet the requirements
� (6) TACKING AGENTS. Tacking agents for straw or iay mulch shall be SS-1, unless
otherwise shown on the plans. A biodegradable tacking agent� � nay be used in �lieu of the, SS-1
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tacldng agent when approved by. the Engineer. Asphaltic material shall conform to the
requirements of ttem 30Q, "Asphalt, Oils and Emulsions". .
164.3 CONSTRUCTION METHODS. After designated �reas haven been completed to
the lines, grades and cross sections shown on the pYans and as provided for in other items of this
contract, seeding shall be performed accordance with the requirements hereinafter described.
Unless otherwise approved by the ,Engineer, all areas to be seeded shall be cultivated to a depth
of at least four (4) inches, except where seeding is to be done using a�seed drill suitable for
seeding into untilled soil. The seedbeds shall be cultivated sufficiently to reduce the soil to a
state of good tilth when the soil particles on the surface are sm211 enough and lie closely enough
together to prevent the seed from being covered too deeply for optimum germination. Cultivation
of the seedbed will not be required iri loose sand where depth of sand is four (4) inches or more.
'�'he cross section previously esta.blished shall be maintained throughout� the, proc�ss of
cultivation. Any necessary reshaping shall�be done prior to any planting of seed.
(1) PLANTING SEASON AND SEED MIXES. All planting shall be done between the
dates specified for each highway district except as specifically authorized in. writing by the
Engineer.
Th,e pure live seed planted per acre shall be of the. type specified in the Texas Department
of Transportation Standard �Specifications for Construction of Highways, Streets and Bridges
Table 2 for rural are�s ( warm season),,Table 3 for'�irban areas (warm seasons, Tables 4A and
4B for temporary erosion control (cool seasC�n) and Table•,5 for fempor�ry erosion� control (warm
season), with the mixtures, rates and .planring dates except as �hown on the plans.
• (2) BROADCAST SEEDIN'G. The seed or seed mixture, in the quantity specified, shall
be uniformly distrib�ted over the areas shown on the plans or where directed by the Engineer.
If the sowing of seed is by hand, rather "than by mechanical methods, the seed shall be sown in
two directions at right angles to each, other. If inechanical equipment is used, all varieties of
each component is uniformly, applied at the specified rate. When seed and fertilizer are to be
distributed as a water slurry, the mixture� shall be applied to �he azea to be seeded within 30
minutes after� components are placed in the equipment. After planting, the planted area shall be
rolled with a light corrugated drum roller or another type of roller approved by the Engineer.
All rolling of the sloped areas shall be'along the contour of the slopes.
(3�) STRAW OR HAY MULCH SEEDING. The seed or see�l mixtures, in the quantity
specified, shall be uniformly,.distributed over�the areas shown on the plans or�whe�'e directed by
the Engineer. If the sowing of seed is by hand, rather than by mechanical methods, the seed
shall be �sown in two directions at right angles to each other. If inechanical equipment is used,
all varieties of seed, as well as fertilizet, may be distributed simultaneously provided that each
component is uniformly applied at the specified rate. `When seed and fertilizer are to be
distributed as a water slurry, the mixture shall be applied to the area within 30 minutes after all
components are placed in, the equipment.
Immediately upon corr�pletion of planting of seed, straw or hay mulch shall be spread
uniformly over the seeded area at the rate of approximately 1.5 to 2.0 tons of hay mulch br 2.0
to 2.5 tons of straw mulch per acre. When a mulching machine is used it must be approved� by
the Engineer and may ,be equipped to inject a tacicing agent into the straw or hay mulc�
uniformly as it leaves the equipment at a rate of 0.05 to 0.10 gallon of tacldng agent per square
yard of mulched area. When the tacking agent is placed by hand, then the rate of a,pplication for
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the tacking agent shall be approximately 0.15 gallon per squar � yard.
(4) CELLULOSE FIBER MULCH SEEDING. The see
specified, shall be uniformly distributed over the area shown c
the Engineer. If the sowing of seed is by hand, rather than t
shall be sown in two directions at right angles to each other.
all varieties of seed, as well as fertilizer, may be distributed si
component is uniformly applied at the specified rate. Whe
distributed as,a water slurry, the mixture shall be applied to
Minutes after the components are placed in the equipment.
. or seed mixture, in the quantity
i the plans or where directed by
� mechanical methods, the seed
f inechanical equipment is used
�� ultaneously, provided.that each
seed and fertilizer are to be
iat area to be seeded within 30
CI
�
� Immediately upon completion of planting of the seed, ��
uniformly over the seeded area at the following rates: �
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fiber mulch shall spread
Sandy soils with 3:1 slope or less - min. 2000 lbs:/acr�;
Sandy soils with greater than 3:1 slope - min. 23001bs;'acre � Clay soils with 3:1 slope
,or less - min. 2500 lbs./acre
Clay soils with greater than 3:1 slope - min. 30001bs./�cre
Cellulose fiber mulch rates are based on dry weight o mulch per acre. When used, a
mulching machine, approved by the Engineer, shall be equip d to eject the thoroughly wet
mulch material at a uniform rate to provide the'inulch covera specified.
(5) DRILL SEEDING. The seed or seed mixture, in
distributed. over the areas shown on the plans or where direc
of seed, as well as fertilizer, may be distributed simultaneou�
is uniformly applied at the specified rate. Seed shall be drilled
inch utilizing a pasture or rangeland type drill. All drilling
slope. After planting, the area shall be rolled with a roller ir
corrugated drum roller or with another type of roller approvi
sloped azeas shall be on the contour of the slopes.
(6) STRAW OR HAY MULCHING. Mulch shall be
indicated on plans or designed by the Engineer at the� rate of �
hay mulch or 2.0 to 2.5 tons of straw mulch per acre. When use
by the Engineer shall be equipped to inject a tacking agen
uniformly as it leaves the equipment at a rate 0.05 to 0.10 gallc
hand, then the rate of application for the tacking agent shall b
square yard. '
�e specified, shall be` uniformly
i by the Engineer. All varieties
i provided that each cornponent
a depth of from 1/4 inch to 3/8
all be along the contour of the
gral to the seed drill, or a light
'by the Engineer. All rolling of
pread uniformly over the area
�proximately 1.5 to 2.0 tons of
, a mulching macfiine approved
into the straw or hay mulch
� of tacking agent are placed by
approximately 0.15 gallon per
(7) SOIL RETENTION BLANKET. If specified on th�: plans, a soil retention blanket
shall be applied in accordance with Item 169, "Soil Retention lanket".
. � • -
(8) WATERING. Watenng of the seeded area shall be c�ducted when, in the �udgement
of the Engineer, sufficient seeding survival is threatened.,by insLfficient natural precipitation and
shall be in accordance with Item 168, "Vegetative Watering".
(9) FERTILIZER. Fertilizer, when required, shall be �.ppli�d in accordance with Item
166, "Fertilizer" . °
�164.4 SEEDING FOR COOL SEASON TEMPORAR EROSION CONTROL.
�
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(1} S'FANDARD SEEDING. When specified on the plans or directed by the Engineer,
temporary erosion control measures shall be performed. These measures shall consist of the �
sowing of seed mixtures appropriate for the season and the work and materials as requi`red in
Article 164.3. These measures shall be performed over the areas shown on the plans or where
directed by the Engineer. Temporary erosion con�rol measures shall be performed in addition �
to other `"Seeding for Erosion Control" as herein specified. The pure live seed, of the cool
season plants, planted per acre shall be of the type specified, in the Texas Department of
Transpo�tation Standard Specifications For Construction of Highways,. St�eets and Bridges in D
Tables 4A and 4B, with the mixture, rate and plant}ng dates, except as shown on the plans.
.
164.5. SEEDING FOR, WARM SEASON TEMPORARY EROSION CONTROL �
�
(1) STANDARD SEEDING. Whe�i specified on the plans or directed by the �ngineer,
temporary erosion control measures shall be performed. The measure shall consist of the sowing �
of seed appropriate for the season and the work and materials as required in Article 164.3.
These measures shall be performed over the areas shown on the plans or where directed by the
Engineer. Temporary erosion control me�sures shall be performed in addition to other "Seeding �
. for Erosion Control" as herein specified. The pure live� see planted per acre shall tie of the type
speciiied in the Texas Department of Transportation Standard Specification for Construction of
Highway; Streets and Bridges Table 5, ei�cept as shown on plans. �,
� 164.6 MEASUREMENT. "Straw or Hay Mulch" will be measured by the square yard
or by the acre, complete and in place. All "Seeding", of the type specified, will be measured
by the square yard or by the acre, complete and in place.
,
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Fort @�arib D3strict �(�) ��m�te
30-Year Recard
� Mean Precip (�ncTies) ean 'I'emp (Degrees F? 12Q
I .� � �
6 _, _. _.__ E�;��cr�-vsar�-r.e�u�6--•— 10 Q
.. pg�,XK2i'f 1CAR3C Temporary X�tm r� "
1 . �
$ � �--�'"� _ � 8 0
I � ��' ^��-- �
4 ��� � _._ „ �, . .
I � 60
3 � � �' . ' % `�`'�
�_..1�. — ��� —. �o
,/ ,� - - . � �,� . � .
2 . % / - - - / � �- � / , j _.. .
1 - - � -� - - � - - � / 2Q
� //� � j
/ / / _ /� . / f�
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Jan Feb M�r Apr May Jnn 3u1 Aug Sep Oci. Nov Dec
� Prccipitation '� 'li..mp
$onrce; C1lmabe af Tixu Cntintfea
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TEMPORI�RX COOL,SEASON LEGUME SEEDIriG RA.TE: In Pounds, Pure Live Seed (PI.S)
3 Aug IS Crimson Clover ' 7'� �
� ___
iv*ov 30 TotaI: ' �'� .
TE11�'ORA�tY WARMSEASON SEEDTrIG RA.TE: Ln �uni3s, Pure Live Seed (PLS�
....,.x..r,:.�,::�>:;:,::,,.>�<:,;k;::.r;:..:�.>..,-{.:...::.,.,::,..-.,-::� : ., . _ ...,.:.,- ..�. . - - .,� , �
...... � "Y � '�` `,�' , r •
3 May' 1� Foxtail Millet 30.0
� ' __
Aug 31 TotaI: 30_0
�lote: Names m paren esis represent improv vaneties o e s�ies s o�vn.
i
- �a�:�:
:��,:<;.::,,,:: i�;;<;;�;::<;�:,:;<.;;::::;<:
>,.. , ,;.:.. <:��:..;:�:;::<�t;�
2' � ;..i;•`,'I (��,i�. }•4::r.
•{ y�•.�•:+C'i����ti`�tir.,4,�.ti;��.h:
:}y}t:;:?:`i�i.�L ..{i�•.d:���� •
r�t:)� � .j'� }?}:2: .`i:� �:?o:�'�:
4':L>.•i 'ri:>?':'}:�,•'i?:rii
{:L•:`?ii.t:: . * :�' ...
3 Feb I
. to
May 1
.�
�-
RLTRA.L A]�2�A WARM-SEASOI�I SEEDII�IG R.ATE: Tn Pounds, Pure Live Seed (PLS' �
Gree� Sprangletop 0.7 Green Sprangletop 0.7 Green Sgrangletop
Sideoats Grama � 2.2 Sidaoats Grama 2.2 Sideoats Grama
(El Reno) - (EI Reuo) (EI R�no),`
Bermudagrass 0.9 Blue Grama 0.6 Bermudagrass
Buffalograss 6.4 (L,ovington) Little Bluestem
Western Wheatgrass* 2.8 Buffalogr�ss 6.4 �and Dropseed
-_- Westem Wheatgtas.s* 2.8 Sand Bluestem*
TotaI: I3.0 Total: 12.7 Tpf.al:
0.6
1.8�
0.8
1. I
0.2
0.2
4.7
• Sced Westera Wheatgrass betweea Se�tember 1 aad February 28. '
Use 'Woodwsrd" variety of Sand Bluestem in the Rolling Plans (including the Canadian River, Valley)
and "Etids" variety of, Sand Bluestem in the High P[ains.�
IJILBAT�I AREA WARM�EASON SEEDING RATE: In Pounds, Pure Live Seed (PI,S�
�
�......i. �'.•:.s'•:�."•4..:i�Cii;..{ti;:A; , ..,:..�:,�i:,::n.; . � +..n•�....�.:;r�.
h:l,Y.•'y:{�,+�:?.::.�.�r. :.:!::... .. :nT:�:'iT.�:•�•s,• '.:,,r:i�,
•::i':i.• . .}'. �;:;ii.;i.:•;::��.i{�r,.}n}�y{{i:i}:,v',..i::i'; �
.. }.••::44iii:{.:::..�::.;vny;}};, • :f>i:•n�:}.::: �"..... �.tr. •i. f{:;i.v.;::i:jA:::ii:`vii:i.i:S�:::�:::iii}....�.. �. fi "'i'�.
:�;>=�:::<:'u ivt�cture for CIay<o� TighL Soils ' ' <
`'''�:::''•'yi r F .�'�11Ct:.II'e �i1I�
; .� Y{t r. � r.4. . .:: •: �` x �` t � �f } < k: '.?� � < � � , f f a :: k ��7y J��..
.. .,F...... � .i%,•,'=,•'r,'`•�';,7;y;`,5; .._:._ . �',.... � h :.,.� .., . �::o:'sfi'.'•:•.-C1 ..... . .
\ �
. .. . .. . ,t �,. .v�}.. > �.:: :� �. r . . r } .{ �
I�$ ,
DuE �� Date,s � > �as�ern_:Sect,Oru) I (Wesf;ern.5ecf►ons) ... ... ... ..... ` .�il�Secf�bn$�............
......>::..� ..:..;:....::<. ... :..: > .
.. ...:: _, . . ......... ........ .,.;.�:.;:.r.::::�;: .. »� :.
. .. ..,. .. . : ,...... . . .>...:,;::.r>:::: . .:.
3 Feb 1 Green Sprangletop 1.1 Green Sprangletop 0.9 Green Sprangletop I.1
to Bermudagrass 1.5 Sideoats Grama 2.8 Bermudagrass 1.5
May 1 Buffalograss 10.7 (El Reno) Sand Dropseeci 0.4
. _ _ _ = Western Wheatgrass 3.5 = _ _ �
Buffalograss 8.0
Totgl: '�I3.3 Total; 15.2 ToEal:
z:.. . .::�:
AisE�:l�
3
TEMPORAItY COOI.-SEASOI�I SEEDING RA'I'E: In Pounds, Pure L�ive Seeti (PLS)
Aug IS Tall Fescue
to Westem Wheatgrass
Nov 30 Wheat (Red, Winter)
Totat:
A Prnctica! Gr�ide to Ihe Estabfishmenl oj Yegelafive Cover
3.0 •
.. ...... .. >I
4.0
5.0
� 30.0
39.0
i': ,_ C` •- •
BACKFILL OF UIZI�I'I'Y TRIIdC��
(A) De��cribtion
'Ifiis specification shall govern backfill of trenches which have been opex�ed for the
remaval, adjustment, or installation of utility lines within the limits of hic�way
right-of-way or hic�way construction projeats.
.
Type 1 Backfill shall be used in all cases exoept the following:
Z�pe 2 Backfill, wiien allawed by the permit, agi-eeirent, or by the Z�exas
* Depaxtment of Trailsportation repre��entative, may be used only in tretrh,es
. parallel and adjaoent to rightrof-way lines and in areas whe,re th,ere will be no
earth work construction or construction traffic except that this method may be
"' �sed for placir�g backfill which will later be removed by hic,�way construction.
Types 3 or 4 Backfill may be required for special cor�ditions wh�exe th,e
�o�sibility of s�ttlen�nt or erosion of bac,kfill must be eliminated or when,
after backfill i,s started, it be�s apparent that Type 1 Backfill is
�' unsuitable.
� Type 5 Backfill �nay be u.sed in special locations where allawed by the permit,
4� agreexnent, or by the Texas D�t�nt of Transportation represe��tative.
(B) Tvpe 1 Backfill (Ccma�act.ed Backfill)
'I'ype 1 bac.kfill sha11 consist of cce�ipact.ed material cabtained frean suitable soil
excavated f�cen the tre.rich, or fram sourc,es outside the highway right-of-way.
Material s�ilall be free of roc.k, llm�s, or clods that will not break dawn under
aoa�ipaction .
Backfill material shall be placed in the treix�h in layers not to exceed 6" in depth
and compact.ed. Water shall be ac�ded as required to facilitate cca�action.
�- Con�action shall be done with rolle.r�s or m�--t�n; �1 ��, Use of rollers will be
permitted only when such use is not believed detrimental to any highway facility and
the type roller u.sed is aooeptable to the Texas Depart-ment of Transportation
representative. When rollers are e�loyed, mechanical tang-s shall be used alo�ng
sides of trench to cxa�act any backfill that cannot be reached with rollers.
�.• Ccs�ipactirig shall be continued until a backfill density equal to that of the
adjaoent, w�distuz�ed material has bee.n abtained.
� Where trenches lie within the limits of drainage ditches a�i channels which are in
rock, the Type 1 Backfill used in trench shall be sealed with 1' of aoncrete
r backfill strucJc off ilush with the top of rock.
(C) Zwpe 2 Backfill (Water Jetted Backfilll
� Zjrpe 2 Bac3cfill shall consist of suitable material excavated frcen the trench or
other aoceptable material obtained froat► sources outside the highway ric�t-of-way.
ROW Utility Sec,-tion
January 28, 1992
�
�
0
0
PROJECT LIMIT TRAFFIC CONTROL DEVICES
� L
fODtIon011 X X
K�.K
�[i x �
{ + \a
/ . �
ChOrcie I I Z I fp
:g:
ROAD ""E 00 �"�
CONSTAUCiION •ooe[ss NOT R4•I �unuc
"" PaSS ROAp vws
NE%T 5 uIlES ST•'�
c20•� C0"rn.cra CONSiRUCTION Si�iE LAt
� G20-6 1500 FT R20•3
' x - 1� - x I X I-J x �i
p i V 4
I\ _n'. iype IIItU Borrlco0a
p' rlth Type 4 Narnlnq Llqht
Vrojeci Umli ����
/ pevlces � X-See ulnimm Conatructlon '( ` 1
� Mornlnp Sipn Spocinq c�ort � EN� 8e0iminp of NO-PASSING Ilne 6twulC
COHSTRUCTION coorGlnote •It� slpn Iocotion
PROJECT LI�AITS ADJACENT TO WORK AREA cto-z
(less thon 2000/t. Detvaen pro)ect Iimlts m0 rork oreo>
ROAD flii-z
CLOSED � �
� (ODtional) i�X
�r.w
kORR \
4REA X �
� q i
///� �, Type �Ii Borricooe
f �/
/ //' CnonnellZlnq
� � y Oevlces
=8:
FOeO ""t �'"�
COHSTHUCTION �ow[ss �uaiw
ROAD MExT 5 YIlES s*�c s��
DETOUR sTaTE ���
1000 FT CONSiRUCTION G2o-1 cwrn c�a
I500 (T � G20-6 R20-1
x \ x\ , 'x I x �>
q '4 p �
%-See 1Alni+nm Conatruction
Rprninp Slpn Spocinp UWrt
- - � ProJeti lImI1
END �� 'I
czo-z ca�sTaucna+ =8�
Type IIIIU
BorflCaGe rlth
� PROJECT L I M I TS AWAY FROM WORK AREA jyD° a"°�""'o L9"'
IGreater thm 2000/t. Dut not more tnm one mlie Det•een pro)eet Ilmita ona .ork orea)
I RO�D ��
CONSTRUCIipI c� t � 1
MCxI 5 W LES 51•'�
COMiN CtM
czo• i Czo-s "
],
Q
� /�I
/ Pro�ect Llmlt �j'
,
Et+D
COXSIAUCTIOH
G20-2
=8:
ax.n
....im
;/ S�pS
S1ATE LA�
d R20•3
:g:
Type IIIICI
Borrlco0e rith
Tyce A Marnlnp llpht
PROJECT LIUITS AwAY FR(KA wORK AREa
A
ICreoter }Mf ma mile Detreen pfoject Ilml}a m0 �ofk ofeol
PRpJEC1 �ILIT GENERAL NOTES
S�GN$ AHD tARNING LIGHTS
I. Nornlnp I1pn15 bpecifletl for 0 51qn moy De OttocheC to the Slpn, Siqn
support or as alrected Dy ihe Enqineer. Nnen o rarnlnq Ilqnt Is speclflea
tor a slqn mounteC m o Dorrlcoae. tne .rornlnp iipht rt�i Da ottochea to
fhe porrlco6e, or os Olrecte0 Gy ttie Enpineer.
2. ADDropr�ote eton0or0 iraffic control Oevicea atwll De use0 rlt�in ihe
pro)ect Iimlta to o0equotely worn, o0vise, wntrol on0 qul0e troific
oroinC onC/of tMouph ali oreos oi rofk oCTlvlty. OBiwfs arW otlief
potentlolly hazor0oua locotlma as rep.rlre0 Dy the Dlans•
3. Aa o penerol fule, aGGltlonol i�afflC coni�ol Oevicas In oOvOnce of the
project Iimlte aMulO only be use0 In those cases rhere a.ork areo, o
oetour, or o potentlally nozortl ous locotlan Ia leaa than 2000 feet Inslde
of ttie pro�ect Ilmlts.
4, Tfle 1rofllc control Oevlceb use0 In tli6 O�ova illuatrotipns are
exrnples only. Fleltl cordltlons 5Mu10 alctote the moat opproprlote
rrorrlc conrrol Cevices to De usea.
S. As CetolleC aDove onE on stieet BC121, the ROAD CONSTRULTIOH HEXT X
41LE5. CONTRICTOR NAIIE pn0 ENO CONSTRUCTION SIpnS s�wll De erectetl on Type
i�I�C) Borricoaes ot or near tne proJect Iimlts an0 tne OBSERvE IIkRNING
SICNS STATE LAN sipn 5n011 De BfecteG In OOvanCe oi thB Type IIIIC) Borfi-
CQOB6. PfOjBC1 Ilmlt DOf(ICOtlBb bhOU10 DB OCJuStBC t0 �fO�IOB 00@p.Xlt@
S�OCI(IQ 10 OthEf SI�f1S.
6. Nlih ina opreement oi m o0)ocent proJect Enpineer, The Enqlneertsl may
ollor the cmicalm of EHD COt�STRUCT10d, OBSERVE MARNING SIGNS. OnG Ot11ef
oGvmce rornlnq stpne It tna sipnlnq rwlG De reAnOait pM tne .ork oreos
OppBOf COf1tIf1UCNJb f0 tll@ InOtO�lOt6. If thB O4JOCef11 p/OfBCt 16 COf1101@tB0
11rat, ina controctor rill erect tlie necesaory •ornlnq slpns os atwm on
these sheeta, ine TCP aheefe or os Olrectea Dy tne Enqineer.
7. Dupllcote constructim rarnlnp slqns shoul0 De arected on tM metllm
510e of Glvitletl hlp�.oya .hera meGim rlath rlll pe�mit onC t�oftic
Oenalty Justlfies tM slpninq.
B. ExceDt tor Oavicea req�IreO Dy Note 5, iroffic cmtrol Oevices shoultl
�%n D��B M�y �'11�IB YOfk 16 OGfW��y Ifl p(OQ(B53 Of 0 02T1l111@ IlE@0 @X�616.
9. Sipn slze shoula Da Dosed on 'Texos uorwal m Unlform Troiflc Control
Oevices for Streeta on0 Hlph.oys' tTWTCD).
G20-I $@flBb 61Qf18 ShO�� ShOv OI8tQ1C0b fOUfW2C 10I1BOfeLt
rhole mlle. Froctlons oM Oeclmo� mlles rlli not be useG.
� 1 /
RequlreG Ilorninp LlphtS untess otherribe
speclfleC In ihe plons, or os Oi�ectetl Dy
t�a Enqineer.
ST� ��
�iEYAS DEP�Ri1EMT OF TR41f5PatTAiip1
rrdllc LYe'a7ans Lrilr/m
BARRICADE AND CONSTRUCTION
STANDARDS
AOVIMCE SIGNIMG
CROSSROAD SIGNiNG
■I.ANiNG LIGXT$ BC ( I a> -94
anr1.n��prl1 I%1 �..�F a.Yi �.�DN ��. ��� �
..n,r � r ",�. I n.r .n'..n o I rm
6-11 � � •6
i-!9 � m.n ��m�m.l o I �w.
1-92
t-9� � �
102a
CROSSROAD SIGNING AND BARRICADING
.g. Cw20-� � __ �
i \
ROAD / � \ ENO
COnSTRUCT10N � ConSiau[Tla�
AHEAD x � X G20-2Q
i
..� .
%//////��%''%////%/
�- —,
ENo o cezo-i �g�
ca+sTavcriau czo•z x �
& x ROAD
Qj \ � COHSTRUCTION
� 4 ` ./ AtiEAD
IMEXT S�YiL�EST� ( G20-IDR G20'�Dl I 6 NEXT 5 YIILESM I�� �
� - I
I 81xk - Clty 1000''1500' - Hry _
1000'-1500' - Nry I Block • City
I
� � `j . ProJect Umlt
BO' min,
=8=
� -� _
..+a�w
sioa Bp� min.
STATF LA� END
fl20•] " �'� �', / �STRUCTION
/ �� G20-2
R04D '�
ca,srearia •�°"ns� �g�
NE%T 5 YILES S�`T� Type IIIIC:
�at��ra BofflCOtle Ith
L20-I � Typa A Morninp U pht
G20-6
PROJECT LII�ITS AT T-INTERSECTION
WY BE uDunTED ON
BACK OF CX20•I $IGN
� MITH APPROVd� OF
ExG i r+EEA
Approprlote ++ornirp, repulotory or qul0e alp�a �,
! 6' min.
P
2e.. . ...
CnorviellZ��p DevICBB
Cleor Zane
�a�� �y ROAD
30' min. / CLOSED
j� T - R��•2
/
Type I11 Borrlco0e �
�
?ROJECT LIMITS FOR CLOSED ROAOWAY
Borrlcodea sMll Da arecte0 carple:ely ocross roo0roy. Chm�elizlnq Devlces may
De aruns, veriicol paneia or cones as apaclfle0 In ine plms.
I, ihe ROAD CONSTRUCTION NEXT % MILES slpn ShoulC Da erecle0 on ihe Intersecie0
hlpMoy os 6etalleC aDove.
2, On tna Interaecte0 rooCwq. otl0ltlorwl trafflc control Oavices, 6ucn os a
fIOQQBf OnCI OCcd�p0�ly1RQ 619l1b Of othBf SIQf15, b71q11G DB u5B0 Y'hBll rpfk IS
Delnp parformea at or near the InterSectim.
caossaoao s � a+� Nc u+o su:e � c�o � Nc
1. Except a6 note0 elserhera In pima, the uawl minlmm
S 1pn lnp on a cras5roo 0 opprooc n 6 M u 1 0 D e one C M 2 0- I R OA p
CONSTRUCTION AHEAD slqn on0 G20-2 END CONSTRUCTION slqn.
mere apeeas ano voiurea �e reioitve�y ia. a smaiier ROaD
CONSTRUCTIOH alpn avy Ds usaC.
pn tor volune cfOssrooOE, slqninp may Da omliteC If OD-
proveA Dy tlie EnOineer.
AOCItIOnal elqnb BUC� 06 FLAGGER AHEaO, LOOSE GRAVEI. or
otner opproprlota slqna may De reQ.iiretl. Nhen o�ltlonal
61pnb ore fBQulfeC, 6uc� slqna rlll De con5l0ere0 port o1
the minlmm rep.iireirenta.
2. TM G20-la +noii D� nQulr�O m molor croserooCa to o0vlie
rtqtOfl�t{ Of fM 1�110f11 01 C0flitfUCtIDf1 I�7 �ItMf OIf�CtI0f1
tran rr» �nr.raeerton.
3. On hiyier voluns croasroo0a o00ltlonol troftic controi Oe-
vlces mq De roted elsernere In the plma.
4, Nt�en rork occurs In the Intersecilon oreo. opp�op�iote
traffie control Oevlceb Stwll De In Dlxe.
YINtW1 S�pi CLE�►RANCES
�z.
o minlman
y rith CurD
�..p.
J
URBAN
� '�
� 6' to R'
a S�'0� 7C 7C
i`J sa.`.�� y.��
RURA� ^'''�
�'� Nhere alpht alatmce oDstructlons ore present, or
rnere slpns ora erecte0 In urban oreos. the 5'-0' nelpnt
shalf De Increosed to 7'-0', See BC151.
YINII�i CqiSTRUCT10M tARNING SIGN SPAC�NG
PREYAILING SPEEDI 30 35 40 I 45 50 i55* I65 *
OA BSY. SPEED or iess
% 11IN1►tN 80 1Z0 160 290 320 500 750
�ISTANCE fFTI
iE R000s rlin o 55 or 65 �PH posteC speea Ilmlt, anoul0 nove
thp first oCvmce rarnlnp slpns D�aeG oi leost 1500 feet In
o0vonce ot tne conGlilon. lmere a seriea ot o0vonce rorN np
SIpnS Ofa use6, ihe .ornirp S�pn neore5l ttie .ofk blta SnoulG
De Dlocetl �o cloae� thon tlie 'X' tllaTmCe SpeCifleC in ttie
toDle aDove.
�♦ ia tne Intent of rnese o�ms to Proviae oositiva pulaonce ro
motorist ihrouqnout tne proJect ilmlTs Dy tlx vse oi alpns, pove-
mant mxkfnps. Oelineotlo� Oevlces anG/or cnomeliilnp Oevieea.
All tfotflC contfol Oevlces 5�oli cmform rith tlie 'Texos Alonql
on Unitorm Troffic Conirol Devtcea tar Streets onC Hlph.oys'
ITWTCDl.
G20-i Serlea siqn6 slwll show tllstmcec rou�0e0 to naorest
rhola mlle, iroGtlona 0�0 aetirtql m�lea �Iit rot De use0.
\ ' /
_�\ ReW��B� N����f1Q ��Qh,s Ul�e6� D��1B�.�bB
specifle0 In the Dlms, or os Clfecte0 Dy
the Enplrreer.
STAIWeO Puu6
�iE�S OEPYtriEMT � TRAIt9'�tiATlp1
frolflc Cterp!!m! prldm
BARRICADE AND CONSTRUCTION
STANDARD�
+Dv�NCE S�GxiMG
CROSSROAO S�GMiHG
■ARMING ��GMTS B C( I b)- 9 4
�,�...�,�pr�i i9ei ����.Ml�,ut �.�ox lo.. �.� .
.,,��r �: �I ,�..�w�a wn
6•!1 � � � 6
i-ee � I�.�.���.I. �
1-92 � �
2•9� I
102D
FII•3 Or RII-1,
PEitSPECTivf uq-i0 stqns. ���o
Nse 44 - I OR or l a 1 pn u■u[s �ria
vnen Detour Depins ot �;,—�,a
Darrlto0e) �,. � / �� /'/ �{��— G20'6
'� • �\ �0' 11In.
' � Dlataxe DeslreC
%�i
EW / -- ��
tt16tNLCtld / �.. �_--- �� ��
�ZO-Z S�QI'1 ;., /�� — ��
�
i.. �.—
i � i � ' l �
/
I.. ' •�A/ tYDe �
MOrnlnp Ll�t
G20-2 slpn 181-Directlonoll
� � C20•6 sipn
� BOCk510e Of DafflCa0e5 to De
�� � I�� � rariector�zea ir it
� serves t.o-.oy frott�c.
Both sl0as of DOrfico6ea q11•3 ar RII-�,
to De re�iectorize0. 1N•10 siqns. St�g ^10y � 6uDstltute0
fOf p0515.
TYPE III(A) BARRICADE
I). Th@ plOfl ShC+'f1 ODQVB IB 10 DB u5@0 vi1M1 IOCOI ifOf�
(IC �S �Bfm�ti@0 In51CB �O�BC1 Of peflfiltYBO }D U58 it1B
roo0 DeyonO tlie Intersactlon ritn the Oetour roaWoy.
OttiB( bipnb orW Dor(ICOtleS lType 1. II Or 111I m0y Oe
�@qulfe0 In510e }he pr0)ec1 Ilmli6 Da5@0 upon tt�e
ConifOCtof'S 6eQJEf1C0 of rOfk On� otllCf Con01tIM5.
21. Nhe�a corWltlon5 •III permit, m)nlmm lenqth of
DarficO6B on eorJ1 sitle Of �oOWOy 6hauld De 12 fBet.
T�is Dorrlc0ae no1 reWi�etl m ona-�oy �oaCray
- �
r
\��'�Q��
��� � ,
PENSPfCTIVE
31. Firat Darflco0e ponel on eoch SIOe oi rootlroy
btiWltl DB OpprOXim0lBly �lvBl.
q). 4tivonca alqnlnp. Inc1u01np construcilon rornlnp
Slpns, ontl Oetour alqninq Sholl DB ob Speclfle0 el6e
Ma�e In the 0��5. �
�'
- _ '� �
V
/� �
TYPE III(D) BARRICADE
i0R CUIYERT 110EXIMG pl OTF(N i50LiiED
�ORI �ITNIM iYE PilO,IECT LIYliS
I1. Nhef@ poSltive feGlfattl0n01
copaCilliy Is proviOeG, OrunS onG
Dorrico0es moy De anliteC.
21. Piostic constructton tenclnp
moy De uSeO rlth Dorrel5 fof
sefety os rea�rea i� rne o�ms•
� PL1M
Tnls Dorrlcoae ExrenO Dorrlco0e on st0e oi opproacninp
nor reairBa � tfofflC If c�wn rl0ih rtqkeS It nece550ry.
m a one'roy
r000.vy
Foce sltle of oil _� N N .
DaffIc00B5 to DB
feflectorize0. 7ypg A BI.O��eCtiOnol
6' � xarninq Llp�t 1z
min. Oe6IfODIB
�� � ^'^,----:1� �
Q� O O�� Druns
i � `� 1
ADDrox. 8' to i0' lmoxirttmi spocinp DeTreen Cruns.
(2 Oru�n require0 minlmm)
PERSPECtivE
i �
Detour
Rootivay
IUse 44-IOR or L
slpn only rhen
Detour De01ns ot
Dorrlco0el
�
If Y9-IOR slpn Is use0, reverse
O��ectlon of oll Dofflco0e stripinp.
Nhan OlrecteC Dy ine Enpinear ponal lerqth TYDa A . ipr convenlence. Ilornlnq Llahta
moy De r'e0uce0 If slope 16 eteeD enaqh fa Nornlrq llptit moy pa DI-Otrectlonol.
Oeter troffic fran clrcumentlrp Dorricoae. ���_Directlonoll•
� � G20•6 61pn
p�tl! ., � ., -, � /mi rtn I .,i .. ., .
� J I ��\�� �
Ean r000,roy oi o ai�ioeo niyr.oy 5ronas moy ne auoe+irurea
snal I De oarrlcooeo in ttie sare morner. tor posts.
fOCB 61C2 Of OII DOrfICOdB6 R1�-Z 6
to De reilectorlEeC. 114-IOR ot l Slqns.
TYPE I��tBI BARRICADE
1), The pl0n anorn aDove IS 10 De uSeO .�en Ioc01 lfotflc I5 not
permltte0 InslOa the pro)ect. Controcior moy iocote his occess
pote onyrnere in Dorrlco0e exceDT at center of fooO.oy. rnere
NII-2 a�0 �4-IO sipns stnultl De rtaf�te0 m flxeC Darrlca0e section.
21. Ativmce s�qnlnp, IncluElnp constructlon rorninq Slpnb. m0
tletw' slpnlnq stioll De os speclfteG el6erhere In t�e D��a.
GENERA� NOTES FOR TYPES t. II & III 9ARRlCADES
TypB 1 or II 60rrlco0ee �see Slieet 8U3)1 are Tor tem-
porory �u to control trOfllc rlthln the Ilmlta ot o pro-
JBCt rhBffBv9f It li nece650fy t0 cOflfillB 1fOffIG t0 C bpeC•
Iflc oreo Dscouat oi o portleulor conatructlon oparotlon.
Type 1 Bor�lco0ea 6nouiG normoily De usetl m ca�ventlonol
roo0a or �Don atreeta on0 arterlols. Type ii Borricooes
nove more reflective o�ea, m0 ore InienGeO for use on ax-
press.qs, ireervys or othar nipn speeo r000.oya.
Typa IIIIA) Barrlcotles on0 occarponYlnp 6lqna o�e to GB
usea of eocn en0 or canstrucrlon pro)ec+a ciosea to oll out
loeol troTflC.
iype IIIIB) Barrlco0es Ond OCcarD�Ylnp slpns Ofe to De
U68G Oi BOCh Bfl� Of CMutfVC110f1 p(OJBCt6 CID560 f0 011
1fOf(IC.
Type IIIIC) Barrlca0ea on0 OcccrtOonYlrp siqna ore to De
usea ot eocn enU ot constructlm proJeci vhera troTflc Is
molntolneC tnrouqh tne pro�act. Type IIIICI Borricotlee moy
oiso De usea .nere rrorrlc tran otner niphvoys, canty
roo0s or clty atreets Is parmltteG to enter the proJact
oreo. Tyo�cai elpn�nq ror type ii��U eorrlcooes ore ano.m
on Sheet BCtI).
Type III10) BorrlCoOea are t0 Da useC o� n,lveft vl0en-
�(1Q pfOtYC16 M1Bf6 tfO1TIC I8 fWf9G 0�9f 1110 01fUC1UfB.
ihay ena�i De areeteC eo oa to provl0e tM mm��mm r000.vy
rl0tn f0( 1(aiflC On0 t0 011or SUf11C16n1 6paeB for Con-
Structlon operOtlonS Det�lnd ihe Darflco0es.
For Clmensions of Dor�icotle Donels see Sneet BCIS1.
NorN op U phta DlocaO on Type IIIf�). IB) or ICI Dorri-
coaee stnul0 De manteG to tne top. �eit st0e ot tna roll
ioclnq troific, BarrlcoaeS useG ot eoch en0 of ihe proJaci
a110�1 D� 6up�IMIMfl1t0 rlt� rOf(11f1p ��Qhi� 06 Gt011W Of1
ihi6 6heet.
Nornlnp Llphts DlocaG on Type I�It11, tB�. �C1 or cD)
Daf�IC00B5 bhOt110 DE �IDtfN¢tl Ot 0 mIf111RJn nDlYlt�(1Q t1B�Qht
of 60 Inchea onC moy De ottoche0 To ina Dorrlca6e.
11afnIfK1 I Ipht6 0r1 DOffIC00B6 �I I I DB InL101Ip0 Dy tM
Contrator os Oaterminatl In the plons, or oa tllrecte0 Oy
the Erpineer.
Nornlnp Ilqnts rill Le molntolne0 05 OlrecteC Dy tne
Enqlneer.
si.�ou�o a.�s
� rt�s o��rrtrt a rauespoauna
Trp(71c L�raNats dr151o'�
BARRICADE AND CONSTRUCTION
STANDARDS
B�RPiGDES
SPEED ZOMiMG �/+��0` �[14
l. I 7
.��.�..�.�rii reee �.��a a-ui I..pN iv.. �� .
..���.. �d�" "� I ��...„�..a .n
6•!1 � , 6
res � i�l�+rl e ....
1•92 �
rH I I
1030
,.�.
Type III refiectorizea on fae at0e rlin
Type I11 fe(Iectorl2eG on focB 61tle .Ith G20-I L C20-6 Siqnb. \
me�i: ��a / G20-2 slpn. \
� � Type A, Ilorninp Llpni / / ,a�'�LLy � �
6' ��q� � lUni-Girecilonoll � T6' Nornal
� 1 �
a �
�pe �, Norn� LI /�it
— — frp Typ9 111 DOCk-to'DOCk, of one Type II! a (lN1i-OlfeCilon0l)
StrlpeC Doth front on0 Dxk.
/ � pore� snouice� �
6. ��� � 36' max. t.nen rteCim �iou�� � 1 6' Normol
12' �bx. Detreen snoul0er e0pea �xEi
AN
iS IBbe thon 20'. anlf �
qreoter
8' Wln. Dorricode In metlion) }pp� Type 111 �atlectorize0 on foca
36' aida. �
�rYDe •. 1lorninp llqnt
tUni-tllrecilonoll � � 6' Normal
- — � — — — _ _ TYpe A. 1lorninp Liqht �
f IUni-Olrectimall
6' Normoi L � �Unl-dlrection � — — — —
/ /
� �e s J -
man.c�ia po 16' NOrm01
ytl S ul6 .11� �plli(lp �
Type III YBflettorize0 on fOce sl0e rlth GZO Zlbi�f.efleCtorlZeO On fOce sl0e �Ith
G20•� 6 G20•6 slqns.
TYPE IIItC) BARRICADE FOR DIVIDED HIGHwAYS
1). Ttie plons sham oDove ore to De use0 rhen all troiflc Is 21. Mhere con0111ona rlll permit, minlmm ontl usual lenqth o!
molnrairea tnraqh tne proJact. tna slpns bhorn opply to ihe DaffICa09 on BOC11 S�tle of foaQray 5t���0 De IZ feet BxCeDt 06
t�rst ma �ast Dorr�caaea of o proJect. otner s�pns ma uor- notea.
rlcotlea fTypea I, 11 or III) rtqy De reQulreO InslOe tlie pro•
)ect Iimlts DoseO upm the eoniroGtof's sapuenCe of rork onC 31. Borricotle p0�e1 on eoCh bl0e of roo0�oy atWv10 De opp�ox-
o't1Bf cOnCftl0I15. �mOtely level.
"'�' /.
/�
�//
1 /'//
�:r:;�
Too or sip�a ro De ot sare tielpnt
' ,c-," -\ ` /
�
_' ��
- ==, — _ _ D
� _ _ _ �.o
,r- ,. � cosrmciia
1fI1 ! YIlLS
�\ � ` � � C20-6
��� y-
�/
�� � _ \_ �
�`
Born 616es of Dorrica0ea TY� A StonOs may be suDstlfuteG fOf posts
. to Da ratiectorized. Narnfnp UqDt
�� IBI-�Irectlawll �
�'r n n ��
/ 11I n. open I nq, �\
povement rl0tn G20-1 6 G20-6
GZU'2 p�U$ �2� _
iYPE iittC� BARRiCADE FOR Tw0-waY uNDiviDED ROADrrAY
GENERAL NOTES FOR TYPES I. II & III BARRICADES
� LENGTH Oi HIGHNAY ZOHED BY COl1JI5510N 111NUTE
I PROJECT SPEED lIAI1T5 SHONN ANE FOR ILLUSTRATIVE PURPOSE ONIY PROJECI �
� L1111T LIYIT \
� �WORR IN PROCRES$ �! ItOfiK IN PROGflE55� �l�i
I _ �
_ J_ - �_ - � _ _ _ _ _ _ ]�_ -
_ _ _ r
` �� ' - -�,...r, m ,., ' ';, ` ,.. ► F f
(f itw••isoo•I o.t-zo mi j t � o.rzo mi IT50'•1500'I O.t-2.0 n� I �
1 n\\ f
SPEED vcco �J v�m s.cco � SPEE
��E qY5 3 5 4 5 5�5 AxuE 4�5 ��5
O '��''� O OOO O OOO
TYPICAL APPLICATION OF SPEED ZONE SIGNS
SpeBO Zone 61pn5 6'B IIIu6ifOi00 fpr one OlfeCtlon
of troval an0 are normoily posfe0 for each
Olrectlm of troval.
RBCucBC bpee0b SMultl only D9 poSteC In ihe vIClM1ity
Ot .ork Deinq pe�forrte0 onG not tivapwui 1M entlre
orolxt.
Ylnimm Ienpih of 0 SpeeG 2one Is 0.2 mile.
Frequency oi speeC Iimlr slpna snw10 De�
40 frpn on0 preoter 0.2 to 2 ml�es
35 �rpn an0 less 0.2 to � ml le
Re{�loiofy 6pee0 IImIt 6lpna ahall liova DIOck IepenO
mC DOrO@r On 0�'h�}a fafllCtivB DOCkpfOtY1C.
QI Loc011on5 Of BpeeO Ilmit 61yn8 ehall De 6M.�n In
ttw D��s or Os Olrecie0 Dy 1he Enqineer.
O2 A fBpuldtofy SpeeO Ilm�t ston srwuia oe oiaea
oi }he en0 Of eoch 5peed Zore TO InGlcaie rne
enU oT itie rea�,cea soeea.
Type I or II Borrico6as taea Sheet BCYJI) ore for tem-
porOry use to ConTfol tfOffic rithln tlx Iimi}b of a pro-
)BGt Yh@f1BV8f I1 16 f1BCBIIbO(y t0 CIX111f1@ ifOfflC t0 0 6p@C-
IfIG area Decwae oT a portleulor conatfuetlon opefOtlon.
Type I Borrlcoae6 a�ou10 nofrtqlly De useG M conventlonGl
fO00b Or llDO.'1 ET(BBib � 0/tef1�16. TypB II BOffICOOBb
nove �e reflectiva oreo, mG Ora IntBnOaO for u5e on ex-
pfe56WOy5. ffBBrQy3 Or OthBf hlal SpBeC fDO0vOy5.
Type IIIIA) Borrlco0ea onC aCcmpMy��O bipnb ore to De
u5e0 oi eoc� enG ot consiructlon proJecia closea to oll Dut
locol trotflc.
Type �Ii�B� Bor�IcaOes ond acomponylrp slans are to De
useA ot eoch en0 ot consir�ctlon pro)ectg closed to oll
iruttic.
Type IIIICI Borrlco0ea an0 occa�panylrp slpns ore to De
use0 ot eocn erW o1 conatr�ctlon proJec+ rnere trotfic Is
molntolnea tnraph tne proJect. Type IlttCl Borrlco0es mq
ulso De use0 ,.tiere trafflc from otner niqhroys, county
roods or city streets la permltte0 to enter tne pro]ect
ofe0. 7yD�cal slqninp fof TypB IIIICI Bofflcatlee Ore 61w+n
m snee+ sc c ��.
Typa IIIID) Borrlto0ea ore to Ce useC on culvert rl0an-
If10 QfOf9Cf6 N10�e 1f0filG �6 fDUtOG ov0� iM SifUCtufB.
ThBy St1011 DE BfBCiBG 60 05 t0 �ov10B thB T]XIIIL/11 �OOb�Qy
rlCth for trofilc an0 to ollo. w�11c1ent apoce for cm-
bifuctlon OperOtl0n5 DenlrW itiB DorrIC00es.
for almenslona of Dorrlco0e paneis see Sneat BCf3l.
Nornlnp UQhts D�aeO on Type IIIIAI, t8) or lCl Dorri-
codes stwuitl Oe mou�TeQ to the top, lefi alaa of iM rall
faelnp trofflc. Borrlco0es uaeC ot eoch en0 0! iM projact
6hpll De Supplemente0 rlth �orninp II�t6 OS Oet011etl on
t�18 Stieet.
MOrnlnp Llpht6 OlOtetl on Type IllllS, IB1, lCl of f0)
Dar�lco6es ahoul0 De mxnle0 at o minlrtun mantlnq lielqtit
o� 60 InChes onG mCy DB GtlocheG to tne Dorrlcotle.
Nornlnp Ilpnts o� Darrlco0es rlll De Instollea oy tne
Contrxtor as Oeiermine0 In tt�e Olms, or as OlrecleC Dy
ine Enpineer.
Marnlnp Ilpnta rlil De molntoineG os Glrecte0 Dy fne
Enpineer.
Si�NWfrp Rru6
� IELS OEP:RT1EMi OF ikANS!'�Tii �OI
iroll/c Oyso«av AY�s�ai
BARRICADE AND CONSTRUCTION
STANDARDS
BAFFICAOES
5+'EEo Zp+iNG BC (2b) -94
a�....�.+orii isae �s.in o..m �..ox Ia. �..�.
6-/! n�.�.. I.1�� ':6: I �mw.rw.�i ' I W
1•!9 j a.n i�a�vnrl
�-9i �
2'M I
�io10
, _ r �� . �_ , � .
BARRICADES
STRIPING
TYPICAI DETAIL FOR BARRICADE RAII
8 � �45° �
6' 6' w�atn of �
Reliecfive i
$hee� inp
8' min. 1' in.
�z• �..
TYPICAL DETAIL
FOR
e
5\ VERTICAL
Q� ° PANEL
±' >
I I
7' min. lor 8' D�ei
II' min. (or Ij• po�el
2'•0' min,i2' usuol.moz is vOrlo0le
7 %Z'
5 ' �� 1
� �z� �xB�cIe01
E � I Zx8 on eoch 514e
� j izfix6' cleat
2x6 � y 2x6 , on eoch si0e
2''ll ��7' mIn � �ptl�nal SEe StflDinp
T Y P E � ���� notes
�or type I Borrica0e5, Do*n
51025 O� i112 tOp �011 5�011
na�e ren ective oronqe ona
fef�eCtive wltite Stripinp.
5 2'-0' min,mOx 15 vprlODle
i
i
12 --
� � I�
�E 2z4 IxB� �
2xd �
. '
�' T Y P E I � \ see str�pinp notes
�o� TYDe �I Bor�iCOGeS.
�'9nr aii four ta1 raii taces
A' ffoTe Shpll have fe(18ctiv2
oranqe ond retiective
wnllc sirlpinq.
4'-G' min.,l2'-0' usuol, rtqxim.m �s �ariooie pQNEL
� I
2x9 Ix6 0
"� o
I
2X4 / I%8 N v
� �� �� � _ �
� see StriD��O �ies
see str�pinq notes� POST
STAND i _ ax4
0
2z9 N o I
RqX.
i�2x6* : ��, - ,
2'-6' I
� 5'-0• i II ax4 II
II"'ll
TyD��ci fosteners ore J/8'. �J 1
,_Z ,�i/2' or 5/8' Oolt wirn rasners. I
�inq snOnk fosteners, or lap
SCfewS.
3'-0' unless specl(Ie0
otnerwise �n tne oia�s.
�
I I
TYPE III
Tne rhree t)) rc�is on Type III oorrlcoaes snoi�
D2 �efleCiive ofOnp2 On0 f2fleCtivP wh�t8 51(IOES
an one S�Ce fac�nq One-woy ffOfflC ond Doth 5ipes
for ivo-.oy iraffic,
GATE �z�-0' minim,mopen�nq
/ — zxa
Is8
0
Iz8 2x6 ,,,
see srriDinq notes ax6 lor �-
iorqerl II
3'-0' uniess scec�fie0 �
otne�wi5e �� f�e pl�ns. �� __
. , , , F
BARRiCADE NOiES
Barrlco0es eztenOinQ ocross o roa0woy, snoulo hove
SifI0e5 51ope Oownwp�d in the tlireCtion towpr0 which
traffic musT turn in Oetourinq. when Doih rlqnt mtl teft
turn5 are p�ovidea for, ihe che�ron siriptnq rtqy s�ope
tlownworC in Doin O�reciions from tne cenie� of ine
oorricade.
Siripinq of rails, panels on0 qates for the rlqnt slae
of tfle f0odw0y. IS Sno`�'f1 above. Fof ihe lefi Side Of thE
�oaPMay, 5tflpinp Sh0u10 SIODe tlawf1w0�4 t0 th¢ flqht.
I42�t i f I COt I Of1 llbfh I f1Q5 IiW y D! SMwn O�l l y 0f1 bOCk 5 i QC
of oorric0ae roi�s. AWzimun netqnr ot �etfers snall oe
one fll Incn.
Ba��ico0es SnGll not DB P�oCeO pa�011e� to irofflC un-
tess an oaequate cteor zone is pfovlCeG 15ee BC111).
Barricodes may be Oe51qne0 on0 co�5lructe0 f�«n woo0,
or any orner suitooie moterioi in a monner 000ro�ea oy
rne EnOineer.
wnen sfpns are pioceo on oarricooes, a m�ximm nvber
of 2 siqns per Darricoae sectton will be permirtea.
BO�fiCO4E5 Of2 10 D2 COf15ffVGiEO i!1 0 fIf51-CIO55 rOfk-
mOnSnID �nner of cleon 5oun0 m�teriol. AIl surfaces 000ve
qrouna, wnich are not smipe0, snail oe rnlfe ezcep* the
unpoin�ea qaivonizea rretal or aluninuim camponenrs. Com-
ponents meee of �imCer sno�� oe pair.tec witn a minimim ol
rwo coats of on approveG Drana o/ wnite po�nt to insure
tnorouqn covero9e ona o unitorm wnite color.
Barr�caaes �nsloe rne pro)ecr sno�� oe removea upon
compieilon of tne wo�k ma/or ihe eilminotion of tne
hOZ0�4 On O(1y 50Gtipll,
xTen Wood Burrlcaaes ore usea an0 wnen oranqe mo wnite
strlpes a�e reQulreC on rne oacksiGe, a 2' x 8' roli moy
oe usea In ileu of ine i• + 9• roli onC 2' x a' stlifener.
Otherrise me ruil snwiG De faorlcatea as Oetaiiea.
9ARRICADE OETAIl,S
411 I�mDef S(Z25 OrE nomin0l dlmen5lpn5. Fob�iC�r�O�
detalis ore Oius or minus I/2'.
Noils moy Dc uSeG �n rhe ca�siruc!la� Of !ne Dcrrl-
COCE� no.e�er, o�i CO+�n2CtIof15 rlll hOve on 000ro�ea
fostener,
BARRICADE CHAFACTERISTICS
TYPE• I II
�!arn of aoli e' min-i1' �+ox e' mIn-�2' �+a*
Lenpin Of Rali 2 ft min 2 �+ min
wia�n of Srripes•• 6 Inc�es 6 incnes
Nely+r 3'r min 3 fr min
HuroC� 01 2 OnC eocn ��rw0 GOC.+
fleliec�o�IZeO airec+lOn1 alfeCrlonl
Roli Foces
iTPE� ���
Wlpin o! ROII B' min-12' mGx
le�p�n of Ro�� a rT m�n
wioT� of Srrlpes•• 6 t�cnee
Ne�Ohr 5 �* min
N�ef o! 3 If faClnp ifOffiC
Refiectorizea In one a(�ection
Roll foce5 6 If foclnp trofflc
In 1w0 G�f<Ctlons
• iY �po0en ON�ICOCe! /amin0l IJrD!/ tlimenflon rlll
oe so+�s�aerarr
.. ior ro�is iesa nm l reer iarp, � Incn .ioe srr�pee
snGll D! uSeC
� � E
1 t a c Y
TYPICAL TRANSITION LENGTHS AND
SUCGESTED MAXIMUM SPACING OF DEVICES
4lnlm.m �eslroDle 5uq0esteO uaalmu'n
icper Lenqrn- 3t34 SDaclnq of Device
PosteO Forrttila ��� �I' 12' On a On a
SpeeO 3E OffSet Of(5e* OffSet TODef Tanqent
30 150' I65' �BO' 30' 60''75' I
35 l• 60Z � 205' 225' 245' 35' 70''90' I
40 I 265' 295' 320' I 40' 90'-100' I
a5 450� <95' S<0' I a5' 90'-ii0' I
5a I 500' S50' 600' S0' 100'•i25'I
55 � ws I 550' 605• 660' S5' ii0'-iap•I
60 I 500' 660' 720' 60' i20'-i50'I
65 I 650' 7i5' 780' 65' i}0'-i75'�
* BSrh Pe�eenriie Speea may Dt �eea on
t!O«�c speeCb nO��IWIIy e ee0 ihe p0lfld'9De<Oellrlli.
iFifiaoe� ienqn+s � rounaea o�t.
L•lenpt� o/ TODere(flCl W.WICfh of Offae♦ �fT.l
5•POsieO SDeeO 1uPN1
GENERAL NOTES
REFLECT00.1ZAt10N
The refiectorize0 �ite onG reflectorized oronqe stripes
tor c�orne��zinp aevices such os barricoaes, Orvns ana vertl-
C01 D�els Sholl �0 cons*ructea ot retrorefiective S�eetlnp
mEEtinp ihE Colo� Ontl refleCtivlty rQp�If2m2n15 Of MOfef101
Speciflcction, D-9-8300, TyDe C, unless otnerwlse soecl/IeG
in rne O�ans. Cnonneilzlnp Gevices usea oniy aurtnq aayilpnt
naurs, may use any tyoe sheetlnp nee7lnq tne colo� cna re•
flecrivity requiremenrs af Alotertal Speclflcarlon, 0-9•B700.
WARNING LIGhTS
YiO�nlnq I I¢'1}S Sh01I TPEt tlle reQUIfHIpt115 Of tt1E TCz05
6bnual m Unflorm iroffic Controi Oevices.
TyDe A-Low Intensiiv Fiosninq warnfnp Llqnrs ore cortmonly
moun#e0 on siqns an0/o� Do��ic04e5. They are Intende0 to wa�n
the driver lh0t he �5 opproacnlnp 0 pD1en110�1y 110Zaf0ou5
oreo. llleir use snoll De os spec�fletl e�SeWnefe In ine D�anS,
on Sheets BCnI onG BC4l, or os CireczeC oy rne E�9�neer.
f�eshlnq rarninq lipnfs snali not oe u5e0 In o series.
Tvj�g B-N19n Intensiry Floshinp Warninp Llqnts are normolly
used of/or opproocn(nq Ootentioiiy noZortlous site con011tons
wirnin tne construction orea. as �nese itqn+s are effective
In a�ylip�t os well os dark, ihey are aeSlqneC fo oPerote 24
hpur5 Der tlay. T�eir use 5hould De SpeCifieO elsewnere in ttie
pions w as Girec*ea Dy tne EnQineer. Fiosninq Worn�nq tiqnts
Sh�ll ftpt be u5e0 in 0 SefipS.
TrDe-C Steoay 8urn Llqnrs ore Inienaea to De usea �n o
SerieS fof tlellne�tion to SupplHnPnt of�er irpffiC control
aev�ces. ine�r use sneii oe as soec�/iea in me o�ons. tnese
5londor0 sneeis or as Oirecred Dy the Enptneer,
wnen required oy tne Enqineer tne [onrroctor snaii �urnisn
o coOY oi tne worninq Ilqnts cerrlficoriM. ine certlficatipn
will DE Dy ihp mOnufp�turer, StOtinp ih0 IIpf115 meet ttte �0-
Qtlifement5 of ine Iatest IiE Purchose SDeclficoti0n5 for
Fiasninp ma 5*eo0y-Burn worninq Liqnrs.
STANOARO PLANS
�TEXAS OEPARTMENT OF TRANSPORTATION
irof/IC Opvallons 0lv15/m
BARRICADE AND CONSTRUCTION
STANDARDS
RETFOREfIECTtvE SHEETiNG [HANNEUZ�MG oevices g �� 3 a �_ g q
�YOe a• Enqineer GroCe s,,.,,,,,,.�yii iyee I►��n^`.I=��utl ��.uv �_.. 1.. .
fy0e 8• SuDer Enqineer G�aae �,���� �,� ,@,,,,,,,,,,,,
wn
Type C• Hipn Specitic Inrensity 6-Se 6
os Oetlne0 ln �oreriei Specif�car�on D-9-8300 ��°9 I �� Im ��
�-91
z�9� � I "^ ,e'.,
I i(14�
e
, �L
Opillxial
Prismati[ fype—Y ,
ReflQ�ipf Unit ' 9' - 8'
16' �wiae
stripe
opproz.
IB' min. sond baq
PLAST I C ZQ -�x'
DI�I IAAC' • ' ` � 4' mox.
IZl/1VlJ �•.�q.,, �q. T-A
Alerol aruns used as a rna�ne�izinq aevice or s�pn sup•
po�t 5�011 not De OtI0wB0.
Piasric Or�r.s. sei on end, ond usea tor rro�fic worninp
or cnonnelliot�on Sholl De o00rozirtqtely 36 incnes in
nelqnt ma minim,,m of tB Incnes In a�arerer, ivo-oiece
pla5liC a�uns 5nould Oe bo5e rt�n1eC with clo5etl toD•
ToD m0y no�e o �O�a qrip. iwo Oiece plestfc Darre�s snoul0
De wei9n*etl ri m o minimsn of }0 pounds on0 0 maximm of 15
poun05 of san0 piace0 in one or iro SanG Daqs or o santl
flli2tl DG52. Wh2r1 Of10 p12C¢ PIOStIG 4fUn5 OrP u5e0 thPy
Shpll De welphl0tl with 0 mOxlmlm of 50 Doun05 Of SOnG.
NOilS Or Otlhe5ive5 rtqy De u5e0 to SeCure OoSe of two
O�ece 6rims To �o�ement. Nalls or odnesives s�ouid noi De
usea to secure one piece Orvn to Dovemeni.
The mOfklnq5 0� OrllnS St1011 De hOflton101. ClfCumfel'en-
tlpl, reflecta�IZeO DfanQe Ontl fe11Cc1ofILeE wlllte SifIDeS,
4 to 8 inches wlae. Tne flrst refiecroriie0 SiriDe 5nouiG
siort wlinln four incnes of ine !oD of ine tlrun. Tnere
snoll De at leost rwo oronqe Unp two wnite sirioes M eacn
OfUn. I( tnere OrE non-�efiectorizea SO�eS Getween th2
hO�iZC�101 oranpe 0�0 white StfiDeS, if12y 511011 DE n0 mO�B
rnon 2 Incnes ,+tae.
Colof of Of�fM1S DefO/E relleCtDrlZed St�ipes ore COOetl
Snoll De oron�e.
Delinearors moy oe Dloced M ar�fns u5e0 in series for
ira(fiC C�Onnelii011on �5 SDeCifi24 In t(le D�anS Or OS
airecretl oy ihE Enq�neer. Lcicr ot ae�In201of5 Sh011 CO�-
torm to the iMAJiCD reQulremenis.
Wt12f1 wOfftln(7 IiQIttS OYQ OitOGhBO f0 dfLtnS. They 5�01I D2
aitacnea OS Def ih2 m011Ufp�tU�Cf'S recammen0atlons.
CWI•8 CHEVRON siqns shoultl �Of De m0unled on plasYic
dr�Jl15 unle55 SDecl(ied in tlle pldll5.
GENERAL NOTES
FEFlECTOAIZAiION
Tne reflectoriteC whlie on0 reflectorizea oronge stripes
for cnarnelizinq Oeviws sucn �s oorricodes, druns ond verti-
coi pmeis snaii oe consiructetl ai retrorefiective sneetin0
r.ieetlnp tne color ona refieciivlty reWlremenis of �laterioi
Spec�ticat�on, D-9-B300, Iype C, unless otnerwise specifiea
in tne plans. Channelizinq aevices usetl only Ourinq aoYllqht
hours, moy use ony tyDe sheetinp meetinp ine coior on0 re-
flectivlty repuiremenis of uoterloi Spec�ficotion, D-9-8300.
WARNING LIGHiS
worninp iiqnis shali meet ihe requirements of ihe Texos
IAonuol on Unlform ifat(i[ Conifol Oevlce5.
T7qP, A•Low Intensitv Fiosnlnp warninq Liqnts ore cortrronly
mounted on slqns and/or Darrtco0es. Tney ore Inten0e0 to varn
th2 Ofivpf tt101 he IS O��oOChinq 0 Ootentially �020fd0u5
orea. The�r u52 Sh011 De CS SDecifie0 elsewhefe �n ttle D��S,
on Sneers BC1i1 ma BC121. or os airecTetl Dy ine Enqineer.
Fiosnlnq wornlnp Ilqnrs sno u not oe use0 in a series.
VERTIC
PANELS
$iflpES t0 DE
reilective or
Mtl fe(leCtiv2
wnite
Povement Ea
Verrical Panels afe norrtqliy usea os cnonfiellzinp
Oevtces to Intllcate tonqenr or nearly tan9ent roo0woy
allprment wnere pooa rorpet vo�us of o Gavlce Is
neeCeO Ilt UOytlm2 OS wel I OS tttE nlQhiflmC. Itl 0001-
tlon, veftlCO� D6'1215 5110V�4 De u5ed oi ihe e�0e of
snouiaer Qr00-OffS CnC Ottlef afe05 SUCh a5 IOnE tran•
sirions wnere oosirlve aayfime ona nipnr.ime oe�ineo-
tion may De rew��ea. ve�rical O�els SnpulO De �rount-
e0 DaCk 10 DOCk if u5e0 Ot tI12 edqe of CutS otl�ocent
to iwo-woy iwo io�e roaawcys. SiriDes snoW 0 o�wcys
slope Oo'.'nwor0 towar0 ine !roveletl way. M�teriQl use0
to welphi OevICPS Sh011 De Santl. M1OI15 m0y De u5etl �n
ihe finoi ConSiruct:on of VP 5u0Por+.
�Ty�r 8-Hiqll InienSit Flosnirx� WOfninp UqMS ore norr.ql ly
used ot/or opOroocM nq �oteM toily nozortlous si*e conditlons
witnin the ConSifucilOn OfBO. b5 thE52 IIQhtS Of0 etfecrive
in tl0y�iqht �5 well os dork, they ore deslpned to o0ef0te 2A
tqurs per OaY• Thelr use ShoulG be specifietl elsewnere In tne
O�ons or as Cirectetl Dy the Enqineer, Flashinp warnlnp Ilqhis
sholl not De u5ed in � serie5.
Type-C Steoay Burn Llpnis ore Intence0 to De usea In o
series for delinearion to supplement other iraffic contfol
Oevices. ineir use snall Oe os speclfie0 in tne D��s, tnese
stonaord sneets or as alrecte0 oy the Enpineer.
When fe0u��eG by ihe Enqineef itte COniroCto� 5holl fUfnlSh
0 GODY o� *he wornlnq Iiqhis CertificOtion. ine [¢ftiilCatlon
wiil be Dy t�e manufociurer, stafinq the liqnis meet ine �e-
puirerrenis o/ the lUtest ITE Purc'lose SDeclticotio�s for
Floshinp rna Steoay-Burn worninq Llqnrs.
�max. _ 2' max.
CONES 3'min.
6'mi n. 6.�%.
� }'min.
2B'min.
�
tro��ic cones ona ruouia� morKers snoii be o m�n�-
m�m 28 incnes in neiqnr wnen usetl on rree.cys or use0
pr niynttcn�e. Oror.qe snoil be tne pretlaninont color on
COf1E5 0�4 �uDulaf mOTK2�5. Th2y ShOu10 Oe kept C�2IX�
on0 orlqht fo� r+oxlni.m vlst011(ty.
For nlphttlrr�e uSe they Sh011 De refleCi0rl2etl of
eW�ODed with Ilpntlnq aevtces for maxlrun visiD�llty.
Peflectorize0 mcterial Snoll no�e 0 Smooth, SealeO
ouTef SurfoCe wlliCh wlll Oi5pI0y t�e 5are apDfoxirtqte
color Ooy an0 nir,t�t.
Feflectorizotion ot tuGular mOrkers snall De a min-
Imm ot iwo tnree-Incn Donas DlaceO a mo•imum of 2
IRCfIB9 f�pT 1�2 tOD '✓Ittl O mOxlntlll 0/ 6 InCt1@8 DBiwYOl1
rne oonas. Rellectorizarlon ot canes snaii oe orovlaea
Dy 0 minilRln 6 �ncn DenO D�OceG 0 mOxinh,/n pf 3 Inctte5
frdn tne too.
ConeS of il;OulOf t:b�k2r5 Ore q2f1e�011y SUItoDle fOf
tem00rQ�y u50Q2 Iup t0 9 hOu�51 wlth Othe� C�C�nE1120-
tion Cevites sucn as ve��icol D4+1els or OrunS for lonp
term uSQOe. COre ShOUItl be �Cken 10 �nSu�P �h01 iney
fem�ln in rftelr O�oOe� �ocC��on anp In an uD/�pn�
pO5it10�.
TYPIC�L TRANSITION IENGTHS AND
SUGC'eSTED MAXIMUM SPnCiNC Of DEViCES
Mlnirtun Desl�ooie Supves*eo uc.i�nml
ToOer Lenptn- * 3f SpaClnr af Devl[e
Postea i0' ii• i2' On o On a �
Speedi4 Formula Offsei Offset Offsei iaDer Tonqent
}p 150' i65' �80' }0' 60'-75'
t I
35 L• 60 205' 225' 2ti5' 35' 70'-90'
a0 265' 295' 320' t0' 80'-i00' I
a5 550' 495' S40' a5' 90'-ii0' I
50 I 500' S50' 600' S0' i00'-i25'I
55 ��ws I 550' 605' 660' S5' ii0�-iap•I
60 I 600' 660' tt0' 60' i20'-i50'1
fi5 650' Ti5' 180' 65' i30'-�75'I
7(� BS�n Percenrlie SoeeG may oe �sed m r000s .nere�
�ofllc speeOs nOr'ma�iy eteecO tne posteC 50leG Ilmit.
**ioper I<�pnis �o�e beM roW+CeO of/.
L•�enptn o( Taper eF1.I w�nlarn of orlser IFi.I
5•POS+eO SoceO lMPnl
STANDARO PldNS
�TEXAS DEPART�IENT OF TRANSPORTATiON
rrorrk operor/ans DNrs�m
BARRICADE AND CONSTRUCTION
STANDARDS
CHaHnEL�ZiNG DEviCES g C( 3 b)- 9 4
a.......�. �o.0 i9se I�-�e a..m �..ox �a �K.e.
s-ee ..�.p, i.t :�I c I �e�.,,��..�
r-e9 � I��l,a�el a e..�
i-92 �`•
2-9� � �
I�nen
A L 8-� z -I �-i
(VP) 3
p C O
E �
95\ e ti o
0
�De � �
0
\/ �- '_ o
C
E
qe
� VP-IL VP-IR �
v'// � // �, �
Base ond supporf nay De mo0e of vo��ous
mpteriols such as O�ostic or wootl.
WORK ZONE SIGNS
u�[wi
StQ�00r0 El�b 6holl Da usetl as raWlraG Dy tM BC Ston0or0 6lleeiE.
iM plma. or as alr9Cte0 Dy tM Enpinaer to rap.ilota. �ofn, On0 pulp�
t�OfflC. �II 61Qf1 Wfpp Of10 erectlon 6t1011 D! l� 6t�ICt OCCOf00fK� wlT�
tM 'Tuxoa �bvol on tniform Troftic Cmirol Oevlcee for Streeta aw
Hlpinoy' (TWTCU7. TM [onlrp�ipr bMll molnto�n eaCh 610n Ob tllreCiaO
Dy tM E�pinear.
TIW �Of1tfOC}Or inpy ybB fitfllf fll@ 61qn OB61pn! 611p�f1 0!t 1M B�
$tp'�0p'0 SMlti. Of it106B Bldl 0l61lptp 6tWrt1 In ihe '$t0'�GOrE MI(fTrOy
51� Oa6lqns for Tezo6 '($MSO). ��1 �ork ZonB 6�p�6 provlOBG 1or Irt
tlx TWTCO Out not Eetal�eC In tlie Olmb rtqy Ee usa0 •hen Clrecle0 Dy
tne Enpinear.
S�IE Oi S�pK
On 6BCon0afy rO00n Of clty atraat6 MMIe 6peetls Of� ID�. 6rtpller
tlZt COI16t�UCfIOf1 �Ofl111f0 6�Q'�6 m0Y OB U6BC �7t11 tM '�TItfM ODD�Ov01
of iM Erpinaer OnC If iM 61Qn 612e I! In oCCOrtlonC� elth iM
'1yDICuI Con6tfuCtlon tOrnlnp $Ipn SI2B m0 SDoc�nq CMrt' 61�owi on
papa 6B•2.2 0� ihe TWTCD.
WIERi4S
CMtruCtlOn alpna eholl Dt nqW lrom �ooG, mBtol, Dloattc or othsr
oDDrarea m�teriol6. The be6lpwtlm o! �rtpl, /IDerploes. vloetic on0
raotl ob Dr�nOfy mpl8flalb /Of 61p�15 6�ail not DB IMKprf*YC t0 lxC�ude
Otller 6UItoDls flpid mo1@flGlb.
TYPICAL SIGN SUPPOR7S
FIXED SUPPORTS
f lT� '�
� �
V
� �s�
h� �'� S' R✓ai
ht i•Lrpm
� �'�
�� �
:� SR I D WUNT 51 LN StRPOflT
5'-0'
F> �Ip� �.p Ip
21 q.iar� tnt.
evr�cm �a�1�
ope�a+o�
ATTACHMENT DETAILS
Slp l�aK TMICu[SS
■ooa for alp�a stWll Oe minlm.m I/2 Inch. ma0iun Mnblty. ouitloOr �
y00a D�r*OOE. AI�/nlhln 61pn plR�k! bMll hpvB a minirt�m thlGkns56 O(
O.D80'. for 61� p'B06 up to i6 s�e feat. Slpi o-eos preatar inan
16 spuare Tsat anw10 use a minl�nm tnlcknesa o{ 0. 100'. �� (�
Sot�[ES M I��ro.. i•�I
AI I.00C 61p'18 (oOrlGoteO irdn 2 pr m�re O��ea 6tql I Iqve ana or ��
•
mOrB D�Y"�4 Clavtl. I/2 InGl1 thiCk Dy 6 InC(1 �10l, fOStenBtl 10 iM
OOCk O( fM 6�pn QW B%iBlbinp iul ly OG�068 1M 61Qn.
NCiIFCTIK LE[iDC
NBfIKtOfIZ@E 61011! bh011 DB COl1bt�UCtBG Of �atfOf�/IBGtIv1 bI�BBT- ���
�np rreetlnq tM color mC roflectivitr rap,�iremant6 of Wie�tal SDacl- EiCv�iio.
ticottm. 0-9-8300. Doy mly Ic aaflnaG os o davlce ttwt le used only
O.rinp Ovylipfif hpYa.
Typa A. 8 or C Nwtinp moy De u6eG for oll. Oo� oniy, app�icottan6.
Type 1 sheetlnp snwla Da uaea !or oll. rhiY� Dackqrarq. rapulatory
elpna. iyoa C snea�lnp snai� oa usea for oii o*ner avoi�cotima. '
TM (DOva oppilcotlOns ot 6M�tlnp protlY6 to Oif/�rent fyp� tlpne
riil opp�y �n�ua otr»nlu apaclllaa In tt» D�ms. II II �
TYPE �• En0lrw�r Crod U U
iTPE 8• Sup�r Enpirox Gratls
iTPE C• Hlpn Spetlfle Intan�lty
S�GI L[ii(RS
�II 6ip� letiarinp enall De cleor, open roifWeO typ� caplto� lat•
terb o6 oDDforvG Dy an0 06 puDllstie0 Oy tM ietlerol Niqh.oy AOnln16-
ifO110f1. $iQf16 Of1tl IBttBflflQ Slq�i DY Oi (If61 C1066 �ofMnmalilD aWl-
vo�ent *o tnot of tne Deporiment atm0ora alqna.
xrruwrs r+o.ar�t�rc �c�ar
Peportll�6! oi YM typY o/ tuppoft WaO, f6qulOtNy 61pn6 6hWIC Mt
Da aroct�0 at Mlphli 1�66 ftim S 1e�t In ru'at or�as or T fo�t In
IYDOfI p�80D [AOv� 1M pOvgn9�1} 6Uf1pCl. $IQ� h!I({Itb HIOy Of IOwp�lO I(
opprovaC by thv E�p��+a�r I� rritirp.
IIOOC 619r1 pp51 bUppOft6 6t1011 pY pallltBO MltO.
ReflaCtlVa BI�BatIf10 IS fWt fBQJIf94 Ofl DOCk 01 DOffICOtl45 u6e0 O8
ci¢i suDport6 ot lotatlma otMr ttw� proJect I lmlta.
Slpns moy Da eraete0 on portoDlY. te�poror7. or flxeC 6upporta. for
Wa m consiruc}ton proJacte to •orn or pul0e troffle ihrwph mC/or
oralW tM ociuo� cD�atruCtlDn orea,
PORTABLE - Slpnb erectea m porfaoie supaorta for uae on construc-
t�on proJects normaiiy meun etp�s .nlcn ora uaeo arirp tna ooyt�me to
.orn or pui0e tra(fic ttrou(�t mC/or orwW tM ociwl tm6lructlm
O'tU. Dui 01 tM BnC Of iM �O�k00y 6uCh 61pnp pfB f9mpvOG.
PoftaDle buppoft6 Wioll Da 0.S Stqvn on inls et+eat or 0.1 vpprove0 Dy
itia En0lnex. Tha botipn Of tM 6lpn enal I De o minlmm of ona 11>
foot aDova tne poveiront swfoca. Slpna np�IreO for nlpniil� usoq�
eroula not normoi�y De rtwitea m partmia ewoarte. axcaot .nen
oDProvaO Cy tM Enqlnea�.
TE�ORARY - Ft»re O 61a1 Ilqy pC f�wlf►tl (Of O f!v OOr! QXOtIOtI
ond then la no lonqef naeOaG. rMro 0 Elqn 16 mOv90 f�an IOCOtiOn to
locafim avary fa. tlay6. or .Mra I! It rot proctical or OeslraDle to
prOVIOa a flxeE rtpuitlnq. auah 61qne mm/ Da BraciBO on O tanporory
17De 0( BUDpOft. T91pOfOfr lUppOf16 bt1011 D! 00 6hRn On }hl8 6hBBt Of
oa approve0 Dy iM E�p��ser. S�p�e ar�at�E on tersporory 6upporta
atauld De �n�nte0 ot a minimm helptit of tnfae 111 feel maosure0 to
the pavarent burrxe.
sio,. i... mm o. .o.,ai .o w w�.
//�� s�x
\ '� ClErlfip�
�l
� ftqrArrr q
•��+4 M�
•111
w aQowo u
coorww y [�V�rwr.
wn a.1 i i ror
o� wa
�
f� �l
./ ��
I
f' R.rat
1'Vpm
r� 1' YtnIM -ry �
�•S�p��lom TIUBEN POST
( •n .p „r BREA[AeAY
. I - e�trp �q�� "I - .. . ROADSIDE
,� SIGNS
siP v
fi = � � � �-p.oa� �
3 � _ • �� r.n
6 •� � .� ��ro.
: � � �ir. rrai
�o�.c. ee
� - � iNCt.
� �/q/d CIIO Vql• CI ID �ql� pit0.�MG
LIM to Mmo�t 1� /'
_ � I •IOR tq� MCOY�.
es.i�v ,ro�. m.ov+.o
�. �~� ' ee i rw. o�
� T- ��P t � O�
ue.a�nt eax�ro ma [iio e�o�•.
�ytooi is
L aaAv� • i.�s �e.in
�SN - W NNI.
SiIX
[�Fwt i ow
I �
{tsOCfwnt� pOtiF M�. li'00
iany.in v� • t• Yr' . e•
w ai'o..e e. ao�ww �op oo�r
Of �qlerw. Moll� �III T�'�IGI \1T�MEMi
rm o� oi ia.w. wNO��NE
FI%ED - SIqn6 erectatl on flxeG wpports Ior uaa m wnetructlon
prolect� rorrtaily mam sipns tnot ora to remotn In otoc� tor potn Ooy'
tirtr ma nl�ttime uaoq� to rep.�lata. rarn ontl puta frutfie In
otivmc� of mC ritnln 11w Ilmltb O1 iM pro)aet IncluElnp tiv cro6d-
f000 Oppf00Ct1B6. $I¢16 aratleC on fl:aC 6UppOff6 6tqUl0 D! Ot C Illlfll-
mm �elp�t of five (S) feaf In furol oreaa mtl 6evan 171 feat In urpon
araot m0 otr»r nroi tocotlonc rMro siaht aletmce oDstructiona ora ppsT SEIECT10N �HD EuBEpENT
prBSMt.
T7PE iii BARRIC:DE
For OM o no �I�u �q f0 a
roral r a so.a� Iwt.
S.� DtiJr �or ovricoo. cwrruc+im
ata11� t0r �eOq K pO�t typ� OY�ICOO�
•Ipi NqpO�f Ob 1�DI�o1 lM�wv/�
enpl mp� W W�O an �Ipl yqpori.
TEMPORARY SUPPORTS
SYRiNC LO�DED
B�SE
�' min.
t � �f
TTPE ii
BaRR i UDE
I 3' m I n.
�
�• uir� t oo�.w�r
1�
1TPE �II
BARN I GDE
J'
min.
�' Yln }
��r»
�x�
Fnowiw�t dpin
Slq� �fM Mt �Ii�
Slp LFPptt �E�pTS .�,�a a
�sao'• rwr� ;�ncrr.�
�hBfs pOrtml9 Or 18rtpOfOfy 6uppO�f! reQllfe 1M Ube of �e��1te to �,e i� 7 fwt nlniqw
kalD G elpn or por�Ic00a from turnlrp ow�, tM uas of 6rne fyDe of �.�<< �_ �,� v�r•�� �p.e��iw
aa+doop le r�commenaetl. iM us� o� o�acas of concr�ts, rocK, Irm, �o'o �� ,i...n.�� m rn o�o».
ttH� or oftw eoi to oolx�e .11 i ro� oa Dermlttea. v.o,.r rno� zi �•�•� r t- m
xc�ov�w a� covu�rc
Ntfefl 61a1 mabbo{)e8 mdy DB Confu61n0 of n0 fOn(�9� Opply. iM 61qn!
61q11 Da reroveG K CP�Dietely covafaC. NM1an elqn6 afa eovere0 fM
mOtef101 uaaC 6hall D! OpOWe. 6uc11 0! Movy mll DIOck DIOEftt. &XIOD
dttpl l nOt pB ubf0 f0 COVK SIQIb. $IqM1S N%11I DB �amve0 UDOn CO�T16•
tlon Df tl�e �ork.
�OOD POST CROSS SECTION
Dl�acilon of T�otflc �
���
PORTABLE SUPPORTS
SPflING
LDADED
815E
II I' min.
1
L Do�w�r
roo
EASEL
I' min.
L co•..+r
���
Sa+e bopa mo� D� use0 mly
11 Dop 16 fp611np pn iM
p-ovia. O1Mr wlqnta or•
t101 10 D� uBeO. OtMf /Ofm!
of ot*a�� 01 .elp�ts to
eaa�i or elp� shal� rot W
uaeG �ni�es 000rowtl Dy tM
Enqlne�r �n +rltinp.
T1'PE I
BARP I GOE
T I'
� + mlti
t oo+�am
.vrs.
TYPE 11
BaRR1C�DE
�!' min.
po.w�r
Mriw
511��Q�fiO PLY�S
�iE�S �P�RTIEMT Qi TflAMSP'Ottlilal
Tral/!c Lbs'vllp� pvlydl
BARRICADE AND CONSTRUCTION
STANDARDS
SIGN fABRICATIpi OET11L5
TTPICAL SI�N SUPVOATS
iLISN�NG I.RR011 PANELS BC t4o) -94
marrn.l0�il I961 �`e".nluVi ���DM �m. �o .
n��s I��i` '�` I �ar �u nua a1n
6-11 � � 6
7-19 I I���ql e
/-9i m'^ w�
i-9� �
i nt...
FIXED SIGN SUPPORTS
a
� ��
Pwe�rent Sirioce
V
; 35
6►.R
P �\ \ ,:
anenf W 1oe�
uSaCE OF Cwi-6, ECwt-6o AND Cwi-8 SiGNS
Cwi-8
TM CHEVRON 61pn 1C71-B7
rtqY De USBO }O feploGB
rooas�oe ceilrea*ton m
curves or use0 In tron-
S�tlons of topers.
ECwi-6o
1n UP11AR0 $LOPING ARRpI
sipn IEC71-6o) la IntenCeC
to De uaetl to In0lcata
tlx Dapinnlnq of o c�rvr
or irmsltlon. It 6MuiG
De pr'acitla0 �Ith m OpprO'
pflOt! CIYVB 61p'1 n11Bl1
�e�a. � ��d �. a
uaed throu�+v.�t fM curve
or irmaitlon. AEvl6ory
apeea oiov.+a ta oo+�onai.
�
� itttGl
ILlUST14i tOM
a s�a�rc
fOR �
T17C1
Nez heoa Intaqroi
florpe Dolt, rwf.
on0 IOck�Oshef.
a realreG.
\ I FlonqeC bolt
� or10 (wt
,\�i \ /-
S l qn �� : �/\
Post �
� ji
jJ 4' 10
I i
- I II I/ t00 Of
�'I: � � ��
Aero�� — g �
SpOCef stfOp
Base Post / FI,ANGED CNANNEI TTPE
1'•6' lonp SIGN SUPPORT
c�i-e p�
�
�
�
.
��
1
Cwi-6
�I Cwl-6
� ��aGE ARR011 a�pn �7E5�
IClfl-61 I6 IntanGeO to I. CIII-6. ECill-6a L Clll-8 SIR16 na7 a��tlC On tMtpoforY buppofts.
Da U6B0 40 D��o ^ot��o 2. CNEVROH OII¢ment 61p�6. .rwn u6e0. or� �fectW m tM wt610s Of
,{{{ Of 0 6hOfD ��'� �� p�y�, yhprp }�ff1 pf p(1 {hB (pf bitl! 0/ M Ifltlf6Ktipt, It1 IIM
eI ollprnent (turnl In tM .Itn mC at ripnt mqla6 t0 opproochlnp tfOfflG. Spoclnp Of tfx Slqru
iOI�KiIM Of t�OVBI. It 8hOV10 W 6uC11 tfWt 1KM O'� v161D1� iMalqfqut iM Ct10fV� i� Mfl-
� b�wulC De prece0e0 .�t� Zpntnl allptreni. Sea DELINEATOR SPACIHG m BC131.
� on opDroprlote oavmcs 3. ior t.o•.q iratfie, uea aar� orranqertent of alqis on artaiOa of
� conStruction rarnlnq arva for aach Clrectlm of trovsi.
1 /,�\� �`(%.. t�n 61qn• <. �pproprtot� oCvmca rornlnp CUNvE or TLFM alp� rlth AtivlsorY Spsea
Povmrent Wlocs PIOWa e1+ou10 DY uSeO Nwn nea0atl.
TYPICAL p �
FLASHING p �
ARROW � � � �� � p �
PANEL p �
vor rro,r�c ro o •
I�Ove fiqltt.
REOU I REl1EN TS Y I N I lAM
AIINIA4Y 111N114A1 NWBEP VISIBIIITY
TTPE SIZE Of PANEL 11�1P5 DISTANCE
B 30' x 60' 13 3/a mlie
C 48' x 96' �5 I mile
cwi-s ,
� �
/
� /
�
/
� Tn�cx
� I�LUSTII�T�d
a s�a�w
ipt •
� C1RvL
I
ATTENTION� AII OffOr panei3 5�011 pg ep,ilppe0
rlth OutdnOtlC tllmminp OevlCes.
I. TM �Ovanca Ilarnlrp ilosninp �rro. PaMI etiwl0 Da uss0 tor o�t �ana aloauree Imi�tl�ana roaC.ayl. o' alo.
rtnvinp mOIntMOnc� or COMt�uctl0n oGtivltl�� orl iM f�Gv�I�O �oy. ArrO� poryl� lrwul0 nD1 W uietl on t�0•IOM
r000.ayt, atar�. a�v�rtloru or rork on u+wiwra un�ne rM c�UTiON moa Is ua�tl.
2, NBClE60ry 61ry16. DOrfICOOBb or Ot1�K tfofllC COn1�01 Wvl�aa bt10uIE W ubsE 1!1 COnjiX�CtlOn rith iM AOvmC�
�ornlnp Arro� Ponel,
3. TM �rro� porwi 6houltl Rw� tM CODoDII �ty 0! tM follorinp rtoW aslectlona� IEFT ARRO'Y, RIGNT �RROI1, IE�T
mE RIGHT �RF011 mE C�UTION. TM C�UTION no0a can6i6f6 of laur CorMr Ivtp6 110.shinp 6i�ultowwaly.
�, TM Arro� pv�al 6tWll Da Gapa01� of minl�rtln SO pKCMt Olmmlnp lfcm rots0 irnp vo�tope. Tti1 flobhlnp �OtR Of
iM lo�p! 6t10�1 n0T Ds lebb ttWt 25 11�6 par min,lt� nOf 11Dr� itlan �0 fia5M6 OBf mlrwte. TM �Ovmc� 1larnlnq
FIo57��np Arrvir POnal Nwtl De �ntaC on a vahlel�, trailar Of otMr aultaDla nuppOft.
S. ulnlmm Irnp •m ttme' aMll W aoproximotaly 50 pereent for tM flwnlnq orra. aW 25 psrcent tor tM
seWentlai cnevron.
6. ttx TxDOT 6im0�^0 16 iM iloahlrp arro.. Mnvar tM 6aWentiol Urvron moy W usaC. Tlia wWaMtol arro.
Shou10 NOi De use0.
sio�
Post \
^/ MBOpe
/
�f1ChOf
rimoa _��
(optlon011
/
/ ,11
� �� � ��
� � Socket
I
�
�
THIN MALI TUBE TYPE
SIGN SUPPORT
FlonpeG Chvr+�el Type $Ipt
SuDPor+ as mawfoctur¢G Dy
frOnklln Steel CortpOny,
fronklin, Po.
OR
T�In M011 TuDe Type Slpn
SuDOort os monufoctu�e0 by
Swtn.estern Pipe, Inc.,
HouSton, Tx,
NOTES�
instol�atlon rep,ilrertents
r I i I De as r¢camen0etl Dy
mOrlufoGtoref.
STuO�Ap P�ub
�tE�S OEPaRriENi 0� iRi�OtiAilql
r�wnc ocxmrw cwrs�m
BARRICADE AND CONSTRUCTION
STANDARDS
SIGN F�BRICATIpI DEi�ILS
7TPICAI 5��� ��TS BC (4b) -94
iI�SMING �PRdI P1HEL5
a.�.n.Acr�i i9ae I►�ie o..ut �..ox Ia �•� .
.�,,.� �,!„ ".� I �ur �nnun Kn
6•O � i :6
t-19 � I�I�qI o
1-92 m'" °Y1
i•91 � ,
i C15n
:o• .
i y�. ]��'
—=�� ��1D 6.�
24'i �jJOUVlJ�l1UV���Ol1V .6'C
� _ �� _
� I�/=' R Q�2•
Ci20'2
60' X 24'
Lef1Cr5 • BIOCk
Border • Block
Bockprou�tl - Ormqe Reflective
. 48' minintm �
. , y�,� ,
.. _ 2• lIVln1U'vll� 4'D
- — ��%� G°aDDG°3[��� 4�0
l`��� II 4•�
<c'
�'� �Uinl�� 4'D
3'R�oUV II �WV� IlODU 4/�
, : 3�'� '
C20-6
Vorioble X 42'
, 14' .
�ri 4/' '
z,: "'�G�OQD C�O�1��G��C���O� :�;2�
I ' V IJV�W� G UVII�LS�IJ .6'C
1 �7h'R 4h•
J.
` 9'
4/:' 4/: •
- -�� � 7,_��
•R\
'/K Zy.K .
G20-IbL or G20-IbR
84' X Z4'
Lettera • Block
Hunerois - Biock
BorOer - Bixk
BockprovW - Ororpe Re/Ixtlre
Arro.r - BIOck
Letters - Bloek
Bartler - Blacic
Bockprutq - Ilhlta Retleetiva
NOTE=
C20-I Serle� slqns shall shor
Olstmces rouide0 to nearent
.hole mlle. Fractlons aW
tleclmol mll�e �111 not Ds use0.
, "�0' . . '14'
, � �/e' '� 4/a'
, -��,Z- �OQD �6�� G�OaQD C�0�1��[��C��DO�
� d/, ' I I
%' VODU��UUV�J��oUV .6'C 36' I V 11U�W� � UVl1oLS�lJ �
� d/z' . .7/e' I
_7/i'R�W� � 11V11���� .4i'.' 17h'R UU�W� � UVU�����
Lettern - Blxk LatT�re • Bloek
G20- I t�n.rois - eiocic G20- I O txmerois - eiock
60' X 36' eoroe� - eiock eoraer • eiocx
Backprovi0 - Ormqe Refiective $4• X 36� gakprarq - Ororqe Netlective
Alternpte 16t Ilne IepenA Arrar - BlaCk
���UU16�� �IIU�DV��6��
G20-IS G20-►B
L���UIj II�W��6•c G20-IL
i 30' �
' � '4.
D��,O�� _5-0*
24' � r//' 7•
3�/z'1 � 4. ��iK — '
- r 8.
,���='R ��a 'A� I'i ��.
if re0uce spoclnp 90X 1'
. ao• .
_ I 4.
D� ��,."J�G� �Z:°x
�
2a' � I
r�' � YK '
� �.. � • I O��t •
�_3S• _yr •a
�� 4
� I �i' R ' — 3��2 ' ; 7�i .
K reNce spacinp 40X
M4-9R Letters - Block M4-95
M4-9L Sr'°°� - aiook
Border • Block 30• X 24'
30' X 24 • sookorw+a - ormpe a,r�ecr���
. ��a. .
I �_ 2A' I�I�'RI I�I2'R`
'��-�'� .�D�iI�OM��I�o �,,
i'i � `�
� � 9. � I I�" 4�/e
2�'.' �z• � q/,' i9. �z:3.
M4- I OR � �educe apoc(np 40Y
lYi4- I �L tettera - e�ock
48� X IB• Arror - Oranpe Peflective
�kqrotn0 • BIOCk
4/i •
6'C r 2a' ,
4,=. 1 _ 3.
6:` DC��0�1� _.
4�2 , 12' 6' B �
6 C � rl�/2'R I'i l7�i' }•
4/�• M reauce spoclnq 20X t� ' .
�4_8 �ettera - Black
Bortler • Biocx
24 ��: � 2 BackprarW - Ormpe Reflactive
30• .
; 4.
D���o �G�3 _S.o�
8' '2 %' 7 �/�'
YK'R � g.
� 4'
3r' � yK _
\
_ _�' �°.RI � � 9'
/� ' R
��3 �2 ' I �2�R y
� l 4.
1r14-9AR � «wce scac�no aoX
M4-9AL �erfers - eiock
30' X 30' syimo� - eiook
BorOef - 81ack
Bockqran0 - Oro+pe Pellocilve
si.rar+c a.+rs
�rc�s o�u+r�rr o� ra�uria
hofllc Q?roNmt dv�s7m
BARRICADE AND CONSTRUCTION
STANDARDS
nccuiaroar �ND GuiDE SIGMS BC (50) -94
.��...R.�aii isei �..ie d.ur �..ox Ia. �.� �
T•t9 "'�.�.. i d'�.S.I 6 I �.� e.�..n
/-92 � Im.mlm+wl o
2_N mm. er�
� •
IO6o
,- i o• .
� �,,��OQD � �0� C� D r;=�
30' � O 5'C
U IJ ll UUV �11U����� � 6/C
.I%1'R_ _—'---'--....�. 4.
R I I-4 �ettars - elock
BorOar • Biock
60' X 30' sockvra++a - �r,ife Rellective
-- dh'�I
4/z.: � /�.� �� ,:
1 F�_ g''—'� � fi/t
I i)
30'R
i �
Itl/x' �. -
I �
7�'_c�' I ,� ,R
30•
9•R�
2tR g•p
_' �yh• 3
� �/i � R 7/t ' �
i a+--r-I 5/:.
� .(
..q.
. i�' . �.i.,� SynOol - Block
� ���' 4' 24' X 30� 8oc arptW - Rhl�te Retlective
� ��.-�OoQD ��O�C�D :;�.
3�� 00 �10�[�� Q�C�aD :5��
�o�Qd ����f��� 0��� I:<� R� �-30
,�%.•R e%. 60' X 30'
. ._ a
�Iternots 16t Ilne IoparW �et?era - Block
NU�B�016 � BIpCk
p��D�� o��= C R t I-3b ��� .,�� Reflective
24'
, 30• ,
_ � `
� �/:
�� !L�IOo� _°�°
2-
i d/i_R 1
3)• - -- ----� 5'
I /2�R�
_ 2.
C��1�L�G3 _°'D
L�
� �/1
I%•R
_ �f i
R5- I �etters - �m�te eetiect�ve
Bar - Illilte Retlective
30 ' X 30 ' 9oroer - �r,ite aetiecr�ve
8ockprpnd - Re0 Reflsttive
. ,a.
. � 5�
.•lyi' � o�ISIN i% LS 4'0
•Z. V11(/'�1WUVDIIVV�` 4'D
4'
Q. c�i O l�J UV � 4' D
5'
V ��� � LS� VV . b.0
. ��R 6•
. �
R20-3 �BTters • BloCk
48' X 42' �°"'�'� - eiak
zq � � Boekprpry - �hlta Feflective
\I%t'R �h' ' .\�'Iz'R /-� /� /� '
, �� D O 6•D ' �, �U U`/ \J b.0 r Z4� �
n 7/: . nn�7 7/: ' i'/a' R �%z '
3�' � O� 6 D }' U V �� LJ U 6•C � U V L�UU� 4•[
7/:' 7/ ' 8 � UVU � L� �Ll _ 3
D �^�`' I/��`' sI�o� a•c
��� �/ �.6.D * �J � � � _ 6•C 13• y/i•
�i: • �i: •
N reouce spoc�nq a0X R2Q- I �attera - Biock
Boraer - B�ock
Rq- � Lattere - BiocK R4-2 �ettera - eiock 24� X i8� guckqrprW - 1TIta Reilectiva
BorOer - Block 2q- X 30' Boroer - B�oek
24' X 30' eack�ano - nnife aer�ecfi�e eockaana - �m�fe eetimri�e
. Voriable .
jj 3�
��. � UU � DL�� 1 i �� � 6'D
I%i'R ii.i I �. }.
Letrera - Biak
M4-9N eororr - e�osk
6ockqroinA - prorqe Retiective
TM M/-9R,L or S siqn 16 tour or To tletour Siote
to be u6e0 to Oetour locol or FeOerol rmDereC routes.
streeta or r000s tnot are
rot o Stote or FeOerol Also, vhm ihe W-9R,L or
nnDereO �iqh.oy� IIOrCVK. S llprl I6 uacG, o aipn
It shwla rot De usatl In t4�-9N1 rit� tM nme ot
IIeU of the 4<-10 61pn Ot 1M 6}feeT Delnq tle7pXetl
tne Dep�mtnq ot tne tle- moy De manteC aoove it.
. 48' .
5'
; ��;,� � OQ D .B�°
�o� C� � 0 � � D : 8:°
.I%t'R S.
R I I-2 Letfers - B�ock
48• X 30' �0r0ef - e�°`k
BockpranC - Ilhlfe Reilective
Alternote lat IInE IepenO
�J' Il W�� ll le'D RI I-25
��n � p�e•o R 1 I -2R
p ��D���e•o RI I-28
31 ,
jj �J 7/i .
IB���� L�O� V�UU . Zi�i'
� �O��OC� �� _ z���
��i�2.p if re0uce spoclnp 40x
G2�-4
36' X 18'
ST��Q�tiD R�6
� rEns ocP�xn4rr av ra�una
.k
r�dnc O1.�brons PWs/m
BARRICADE AND CONSTRUCTION
STANDARDS
REGuI�TpiT ANO GUIDE SIGNS BC t5b) -94
o��.,.�, �an reae �.��e a,.ui �. oN Ia �.� .
i-!9 �".� I.�. :` I �or.n�r '
�•92 � Iarl.nrl a
i-9/ i m"" w
tO6b
7h'R
>� I
33'� ' R �
T�3 . I �h ' R 7A � "
� Il�e� 14�j'
\ 5/. ,
�s, d�� 1
Y,• ECwI-IR
� � 36' X 36'
� yi .�
YI -4R
X 36'
a �. --
. %' 7h'a
�
>�O I
�vr •
ECwi-2R
36' X 36'
IB'
\�
a �,--
•��i:•
• ECwi-3R
36' X 36'
I - 48' � I��i'R
I � � ��c �R ± r I��� �
�°� —�.•
6/: i .
24•. _ — " _ —'. I
��.,� 3�/i . � I 33Sc .� 5/: '
�
cwi-7
48' X 24'
- QB� � I��i'R
I�K�R 1>�����
� ��7 � — _ — I �i - r �� �
� _ i 1•
��.
2 `' - � —
� � d/x. I i3iSc' . „Q/x'
I
9'` ��
+ I �
I%•R 6�'�'�
Cwl-6
48' X 24'
.,y:.
• ECwI-6o ARROA pETAIL FOR
36' X 36' ec�ri-i. ecn-z, ecwi-s.
Ec.�-+ ANO EG7�-60.
� 7/�•R � 1 3'R
„l�o _ IP I ' P0 �
/ I 10' / '. — ' �
/ � i 17•
`� -- -- 1'-- ,� -- ' �'�''r��—
- B' _ _
q. Ij'K'R
� ' �IB• IT•
q• 4'I4' 4' 10•
L I 6•
36' � Cw4-2R 9e. 3%�� SCw6-3
�' T/� �'/:' 36' X 36' � �,��?' 48' X 46'
� z^' �
� � ��,
i— -
Ii0'E�x
I
2 ;' �
I —_z�'.•
y ~�°•LIVLIo � U Llo__4•E*
. ��t'R I �a'
_� =
� incr�ose avoc,rq �oox
IfM opticolly spoce n.merole obout vert. canterline
SCW13-I
24• X 24'
spee0 volw to x arermirea at f�e
Site Dy the EMlneer.
ie•
r 9• I 9' .
,��� • I Z'
29' '
�� 12'
i�. . I'/x ' R
_ � � '
�Cwl -8
IB' X 24'
24'
' 12' � IZ' I
�!� I$'
30• /� -
i5'
%' I%2'R
. �
_ �
scwi-8
24' X 30'
GENENa� MpTES�
AIl sipns OeiotleG on this
She2t 611011 hove BIOCk
por0er, leqen� mtl/or
SyrtDol on on Orape
reflective Dockq�an0.
sia�o+r+n �AMs
�rE:ns oEp�rrENr oc raui5aoaruia
r.dnc Wsranms cwrsm
BARRICADE AND CONSTRUCTION
STANDARDS
CONSTRVCTIpI tARNING SICNS gC ( 60) - 9 4
ertrwmAn,w.19M ��•Ln"n1uY1 I•� �I�nrr�� In �
i•19 INi 6" � n I.ar
�-si �.I
rs� '
I im I
� in,�
• J� 3'R 3'R
/ 2• � � z
���� ' I��� �
0
�� �O�D '�° /so�(I�p � aM ,.�
/ 4��' / Ot1VL� ��UV� i 3'/'
V �O �� a/z' 7.p � _ O �
� y,.� — - �0�� ��,�f— �;;�
� ��0� I� 7��� � ��0� I�V ,.[ �
Ilternota �B. ' iF reduce 'B. ' i4 reGuce
Ist Ilro I svoclnq 40'/. I spoclnp 40Y.
IeqenC
aa� p�i�� �Oo 0000 �I7��* �000 f�Il.� *
CW20RP-3 CW20-38 CW20-4B
U" W 11V ll 17�D 48WZX 4$• �ooU� U 17 � 48W2X 48' �oOlf ��7��
CW20FY-3 CW20-3C CW20-4C
��a���zT�� Q�l �aDIT�� Q�I�aDI,-�
Cw205T-3 Cw20-4D
Cw20-3D
• j 3'R
Alternot� 161 Iine Itpend
� ���U�6��
�0 IZ�,y,• CW20-SAL
.( UU�I�/IIU�I �WUV� 6.�
�- — - t(�O�D �_� �
��0� �V 1 � *
9B �
�i �O000G�I6��*
� reo�a CW20-5B
S���a �00�� I6��
4DX
Cw20-5AR Cw20-5C
48• X 48• Q�I�aDI6��
Cw20-5D
. j 3'R
i
z•
�'h '
% I
0,0 �
3�R 3•R UVWIIUiIUo�— _ 6'C
Z• 2' 2�'i' 4/t'
.� � �'h' � �h' - — - ��� j — 6'D
P0 I P0 I I d�z •
I^( O d D_ _ 3'/z'_ T•C � _ lNll U�[NDD _ 6'D
� �\ � DC��b�a% _ e. �
,�,. ,, e.p* ,
����f���BO 7��� - — - — - - — - -� 4�.� �w2o-8
`•«"•• �go � U -- e c* � 48' X 48'
titernots ��0� � T C* � 7/�'R
161 I I ne� 'i� --" � I
��a���� a. i �000 � IT�=* �m. � � O O o O o G� Ie�� *
CW205N- I � � reouce CW20- I B � CW20-28
��VUU��UVV�6L 40DicInO �JOOII ll ��•� *qp�'� �JOO�� �e•C
CW20LT-I '
g(�pD(���6'� cwzo- � a cwzo- � c cwzo-Za cw2o-Zc
CW208R- I 46' X 48' �° ��"�D �� � 48' X 48' �(� �� D�e p
�0(�aG'aL�Ib•� cwzo- � � c io UZo
CW205G-I
GF►EluL MOTES�
AIl 51�5 Oetolle0 on this
st�2et snoll hOve Blak
Dorder, ie0ena ma/or
syno�o� a, on Oronqe
refleetive Dockproi»tl.
�
LANE ENDS
M �F�GE
RIGHT�
�
4•�
3'
6'D
a•
6'D
�C���I6��
Cw9-2l
Cw9-2R
36' X 36'
3•R
.� z•�'/.'
,0 �r'� f—
� 18 OJ
- ��—' —' —
� i 9'/z'
� � FCw20-70
�B' I 48' X 48'
\ 24' X IB'
b iai=a.. oo+iw,oi�
24'
3•
-���OO �5�0
18� ���� +3:D
-{
i'/: • a
SiA�O�RD PLYb
� 1E�5 DEP�RTiEMT � TR�1f5P'�tTAT ION
7ro/Ilc qb-oflont pY/s/on
BARRICADE AND CONSTRUCTION
STANDARDS
CONSiqUCTlp1 If�RN�NG SIGNS BC (6b) -94
�.�,.�.wri� isae ��•�p a.ur �..px �o,. �.«.
1-If •.�h.. i �'Jn :fi� I �aw.n.vu�
�•92 � I�.Ivn�.l o
�_„ sr. .��
1 I�o�n
zh • a
�%t•
t�s .
tib �
I
- D - � �� -�- �io•o
� �
�s. � ECw8- I
36' X 36'
7h •a
�yZ •
%'
�b I
� �oo�� �, ,.d �D
VU U� V �I� .,,6*D
� �
�s. � ECwB-7
�� 36' X 36'
M re0uce spoClnq 40Y.
7/�'R
I %z •
T/e'
�6 I
� � �6'C
_ ��o�����. _ :.
- _o
3/i'
� lJU oOl1UUU .b.0
's. � 5Cw2 I -5
� r3Guce spaclnp62Sx
� ri, •R
P/:'
� %'
�e �
` ' � i0E
' � � _ � � �
� �
�s. � ECwB-2
36' X 36'
Increas s Inq SOXIf
7/� •e
�v: •
%'
76 I
� U U OO V V U U f6' 0
--- ' �' g.
�-I
I �
� 0'�/� D 6 • D
�11
Js� I SCwB-8
� 36' X 36'
.� ' 7/,'R
� %z •
%'
3� I
/ D 6'D
�� _�����_
3yx
� �IIUI�UV .6'D
�'�� � SCW21 -6
� � 36' X 36'
7/�'A
�yz-
T/e'
h�O I
`! � A 6•C
-������
� � �l!D� � 6��
�s• ! scwe-3
� 36' X 36'
. j� 7/� • R
/ i/:'
� ��'
,�6 I
�! � � 6•C
�� [��[��f '6��.
� I
�s. � ECWB-9
� ,� � 3ax. ac« ��,06 sz
./ 3 21�/�'
0
p D�I� �6'D
4/: •
pG�3[�p�G3�D 6��
_ L 4/z •�
- — - —�� ��'t 6'D
� � 4/i '
, ��Op �T�E
B I FCW21-8
� 48' X 48'
\ .
SOFT
� ,�HuULIJEK ,
� I
�
�
3s. ECwB-4
36' X 36'
� re0uca spo�lnp 25Z
j� 7/.'A
/ �y:•
i i�'
�✓ I
/ 2I�' D �2lMInI .7•D
` �_ �J _ ���1.LL lL _ ,: l�
� "5.
� o o � , T.o
�*
SCw21-2A Js. I SCW21-2
�� ��;�',° 36' X 36'
Alternote 2ntl Ilna IepenO 1 * retluee spocinp 207.
IFiFlncreose apaclnq SOX
GENERAL NDTES�
AIl slpns tletoile0 on t�ls sneei s�oli �ove Blxk DorOe�,
IeOentl an0/of Syirpol on an Oranpe reilective DockprpunC.
$TYO+1110 Pllub
�TEIaS �P1W11EMi � TRM6'�tiA�ipl
rro�nc q�a-m�o,s auum
BARRICADE ANO CONSTRUCTION
STANDARDS
CONSTRVC71p111AXNING SIGHS BC (7a) -94
e.�..n.�n�i isa� �..�e a..u� I�.ox �o.. �.� .
ref ..��.. i.',� :by I ��. �,....�� I ��
/•92 j r.u� I�nlwmsl a i.w
i-9� �
T 7/. • R
7/, • a
I'/z
1/e
'e �1!U
�'I_ M'
' _V �LLU ��
� ����p
�s �
�
Cw2l-lo
36' X 36'
. j.' 3•H
/ zl'/
6' C °'0 I
4 / � L�llU� II �UVV 7•G �
� _ 6 C
4. �� ' - ' �O�I� ���_�� ��C
� 6 C � �oO1V �� 7.�
Cw2i-i5 '�. � Cw22-IB
36' X 36' � 48' X 48'
if re0uce spoclnp <OX
j 7/.'R
/ �vz •
� %'
>`°
i8'/�' S'i
.� � I �� .
' Th' �
� I
�s' � CW2 I -13R
�� 36' X 36'
e/, •
�b���.��Q �'D
�B' 3' 24' i: �8�
I DDIr��p��6�G =3•0
� �•„�• ¢iz•
�,
� 24' —ti
.�
�6 /
7h • R
,�i,.
�r%•
� 3'R
CW21-14L
36' X 36'
FCwB-5
48' X 48'
7h • R
I �_'
%'
,6 i
� �o�u
- [�Q�G�D�6
� Q a (�G°a D
�s. I
7/� • R
i'/z'
%'
h� I
� ���c�a
�������
� �
J6.� I
ECwB-6
� 36' X 36'
_ t--- � 8 •--1
"' 3.
U U �UU�_ _,.4'C
6'C - I • 7/l'
3'/i ' ' � .
2 ' � � _ 5 D
6'C
jj �7 7/z '
UVLI � L� 1��— _.S'C
, i%t'R 3.
Cw21-16
18' X 24'
, 42'
. , Q, .
�.� �VUUUV o��..3C
S�D 3�' // � 1','' /01 1( — 7'C
�i�.r5 ��» �i„ u 3.
�� '�T C�aD�O- .
9�� '* /e' D C 7•C
7/� ' a
r � d/2 •
�' Cw2i-3D Cw22-2
36' X 36' 42• X 36'
N reGuca spoclnq /07.
�.. ..a��r�i�ir`,n .�
��r.�����ca��� ns.��e�v�� �3��
�.�v.�,.•...�..,..........Y. �: .�
�/�/'JL\�/JL1.\.\t��Y�� �������
�..�ru�.ou�c�u��u�����o��
������� �uu�������r��
������� n��������� i��
����u� i`nr'a�r.:—�:��w��l
�i�o�������� .����a��n���a�r���
a��r._^��. �c�r.���n�s�����
�u�i�����un �u�� �ou��������
���������t�o��� �'-_-�____'_
q������������o� uiGii��oo����
—�n������������
"�' - �/:.
�e• ���d�� - � °� 24• X 18'
lI�/l1111V IS� 4'D iF retluce a0xlnp 207.
. . � : �,:-
�
��6 24' —�
NOTE�
TM Cw21-13 ar+a C1'2�-U Sipns moy De mirrorsa to
ahor fM vroper s�svotlone of tna �mes or
sna,iax oroo o+r a�rxr�w,.
. 42' �
- e,=�
��lD :�7��
o ���0�1�_ .,;t
G�1
_ .���_� �0�1� - �-
� � T/�' 7•C
7/.'R -
., p/z .
CW22-3 � rewce
6patinp 107.
42• X 36'
CENERA� NOTES�
AIl Slpns tletalleC on ihls s�eet sholl �ave Block DorOer.
tepen0 ond/or SyrttDol On On OfOnpe fEfleCtivB Dockq�0untl.
srwo+wu v��s
�tt�s o�r�xnrtrr o� rawsaoaur�a
Tro�I,c q�ronav av�dm
BARRICADE AND CONSTRUCTION
STANDARDS
CONSTPUCTIpi ��RNINL SIpNS BC ( 7b) -94
a��arrn.lvrll 19E1 ���Ls"•nlnr'I Is.p� �o. ��n .
n�v� � wi �iir m�n a I w
�-n � s
t-N� 9i I o.�. Im.��..� 1 I
'
ien�porory Constructlon
RotsW Povlrtrnt 1brk�rs
u5lC oa GuiO�tnorks�
� 4 � _�
4•
1
Tlmporory FIRxiD1t-R�f1�Ctivt
aooa.ny �ork.r roos
i0P rlE� �MOMI Yi[t Si0( rlE�
p _ _ _ _ _ � �� �
f� 4'± %e'—�i .a..i.. voo --%
���������[��ii`` i �
I� )�� � ����
iN mov� levpororY Con\ifuCflon rOIwE povptinl rorkK 1{
x+r� for liiwrra+lm purpos.� miy ma rot Intw+o.o �o ep�clf�
ory pvtlwlQ prodcr.
T�qororY oorufrucllm ro1wC ponennt �mrlura wW a Quld-
en-lu tno11 M D/ O�slpi vq �v/oCfif� cpp�ov�C 07 tM E�+pineK.
111 taporQy conallK}Ion f01sp pWw�n} ��1 provlpG m
o prD7Kt enall M ol fM �a� vvfat�r�r.
aQrtiv� lor pulOwqrl4 sn011 Dt Dltunlrnus mOfKloi bf
opp11�0 Or Ouryi rtLdr pa6
� ��� �
� �/�����.����b'I_
� �/L�LL�lLl�/uo • afilE[TIVE SIAiaCE
wlQn� ot Ywtlno .1I1 w arwTlnW
q not�s uw�r 1NINTEWNCE.
Nwotl),a-. fnm.t Inm v+a I.0 mm � I Jt)
StdPLES M M�ILS S�uLI WT !E VSE6 TO SECU+C iE�PONIMT
/LExIp�E'pCF�ECTIVE �%0�« �t[R$ faBS 10 TNE P�Y(1(MT
SUtf1[E
t�qoro-) fI�:ICI�-r�fl�ttivt rwo�oy eor�ur �m� uw0 w
p�iw�o-K. anni i �..� fr. r.o,in.w,,. er o.va,r..�.
SpKlflto}Ion 0-9-l2�T.
rm� dtol IW m mi� W�t or� fo D� IneqCflE a+0 az�vtW
o7r en� Ero��r�r or a�tan�w r.r..w,rmi.�. saoii�,p ma
re�tlnp I� roe rormity rp�IrW, t�om�r ot tM aptlm o/ m
Erq��wr. �Itrw 'A• ar '8' D�iw �ay c� Iepoae0 to assK�
a,oiiry w�ae oisw.m m eiv r000.oy.
�� S�i�cr fiv� �5) or m�� fm� af rv+oon frue eoa+ iot x
NIqMi RU wb11f t0 11v Olrl�lon 0f Y01KIpl� otl
t..ra ro at�rn�n ,p�Cl/lwt�m vapnarw.
!1 S�I�Ct flr� ISl 1m� vW pbnil fo fM /ollaltq 1��/.
lfflx fiv� IS) iGD� at fio 121 fo01 IntKwl� on R1
wyqlflo pwMMtt In a�NolyN iln. U�Inp a s01un
sli� pou�ry�r vMiCl� or DICR�p, M ww TM xcnurf
•I!� ff0/�t RW f�S nfV�l� Ot O�OlW Of ]S t0 �0 all��
p�r tnu�. Iwr Ilsl in �ote� EIfKt10ti ND iorl 1t� Orr
III qrt of flr� ��/1k11r� YY!¢�s Y+01I W loal ar
CIaD��d a� o r�wlt of It11f fnf.
WORK ZONE PAVE�AENT MARKINGS
aor
TM Cmfr¢}t! Ncll M rlspanslDl� /of Ie01MOlnlnp �ork zon� VE
�:Isflrq povM�nt nsklnqs on oll �a00�crs Opu� to tralllc .Itnin
iM prD)�C}s Ilmlf� tnl�as oftyrrlM stotl0 In tM Dlms. ColOr.
pat}Nna, m0 EIM»ION tMll W Im m�fdwvY,1 �ItM iM T�am
YTnI en lhl(pn irof/IC Cmtrol Dwla� 171UTC01. AOOltlarol
uqplMvital pwM�n1 m�klrp Wtol ls �q W 1pt�C In iM pima
or sprCitltotlons.
trK zorr vaywrn .m�inqa a+wi� cauis* or puid.Qxa� wrt
TM o'Rlep� Ofb/Of itQDSE pOVMMt} eYklM1p�, IYII�Y oilw�IN
flqw� In tlx plau. wot�rl013 ufW fof �orR IOM pOv�m�t �4
Inqt Yql l W p01nf pq D�OOs. r013W pO:Mqn} rtu-k�rt. pre/ODrI•
catM pOv��flt �OfRlnp N/R101. TMpOfp'Y 11�aIDl�•f�/l�ctiv�
�o00rt� Rlu� f00. a �.Iw �vfK�a�. �70��•,b �, .� �0��.
Point vq D�oOs Mal l rot M Ys�E tor fwrovaCil �crRlrqa.
.111 fW0�0yt t0 De apwW f0 tf0111C Yqil W�FW �IM Yqft
tM Rkinp� oI lTuipp-0 �Rlnp� a� Kqwt In fM Dlms. ot fM
�M1O 0/ lOUf OOJ'� Op��Otlpt. {.h�1�4 OtIW�IN 4Vw1 111 1M pIW
or �orowa �n .'�t�rp or rn Erp�(wr. oii wncr�r� w�ac.a
ttqll Ipr� stoq�0 �vRlnp� In DIOC� prlof to apM�liq to traffl0.
Stowva pwmnt mrkinp� val l D� IrntoI1W In occarmrce �Itn
Itti T�sOt YvaAI an l.hifor� Tro/fiG COr1Noi p�vlpt 1714TCD1 T4
o� Yvw� On tM D��. R� stnfi iN1 e�kinp� or� f►ylrW p1
tlf� plmi, tIYVT ta� eYkirq� stbii CM1af1 �Itt1 TM TIUfCD.
frr v�w aa droi i. os v+wn m iM Nv�e �I ISTPY{.
All aptwltit W/opa Mld� Q� b G oOwU f0 }ro1/IC Ytoll Ot
.ar�.a.irn P,ia.��. i...aio»�r �oiio.i�,yy piocw.rn aro nroi
�Dltlnq Of Rry mfM. WfOno�14 �tqll Wwlft 01 0 linpll
t�npor�y (I�alGlhnillCtlW roadOr ro'luf faG ar a sfrql•
t�ryoray cm�H�etlon raIHO pov�snf eslur ot �0 foof apoC'�q.
WIb�Qki Ynll W DIocW In p'ap�/ 01IQrv�nt �It� fly /lnpl
locotlm o! f�tV� povw�nt eiYRlnpt. �ry p.ildrtQkl ro! In
a��pw.nt .�m Dw��r .vR� ��eai� e� reww q nx
CanlrOctY M iM Can}raefor'� pw�w. WlOnvka Ypll no} W
wW f0 �IeulOt� �Op�I1nrF
"�Iwn Ircl�t wofMf prOhlDit� tM q�pl lcotlpf o1 Ynrt tKw
�k�np� R �fptlSE nSklnqi W CAI IW fOr an flti Dlp'u. lQd1
�prorol Df 1�r EnplrWr. pulOr�ks nc) M CmalbrM W twr
paray �Inft 1MT rQklrps Ior 01pfq1/1a Nlfow�. TM DIop1A(11
of por�nt rn�Rirq� a� Yan on TM D�ma e � W aland uNil
sucn tltl MOt waffW pMml}� OppllCotion 0/ pOv�Inf Rklrpf.
�twn �tv�OGrO povawif �Rl�q� Q� !nf In Dlop m0 ttr r0odc�
I� opuW to Maflie. 001QT �/.55 tlpu snoli W�r�C1W }o v4
tM Dplminp Of 1M Nctiw �t�r� passlrp It Ofcfi1D11�0 a+0
P�S$ �IIM CAfl[ �Ip�� Vfpll p� KK1e0 10 R� 1M DplMlnp Of
iM NC11pu MM�� pOs�inp If pKmI1H0.
YIXp Nf(1(JtI llHtflS
PaIwG po�nt rQiura Q� fo W DIcqC utCorOlnp fo fM Do�•
♦�nu m BC191. NalwO povonf mora.r� wW a��v+asa pwr
wrtt �vKlny or �e uqpl�rw+t rrrorm�� �klnpa Ynll me Ttr
rp.�Irsw+is oI ItYn 'N�iSEQ IavE1ENT Wac[RS'.
IY�I�s� ortw�ls� fln�n On ttv D��. ro16lp ppAn�nf �m'k�ra .I It
ro1 M ollqn0 fOf sOfW. lmD01�, Vf0 fnGp�a. OlOpvql Or 1rpY-
- '�Ka� IIMa.
�Rf.�R�C��[0 MKKit WtirGl
Rwuvml� y�/mfIC01M pOMMM q'klnpt NOI I W o�or�rlol 01
�O'1lfOCW� OM Dro�iCt Co0! K O��IQMflpt V�Owi on iM IIt1 01
�pprw�0 rofrlal� eovRW D7 � aDQ�^f 1qt�rlo��
swcincorim o-f•�tU.
bn-fwrpvml� pf�/opflCOfW pOv�r�f I�prklrq� f/oll DOCR) Ynll M
G�QfKl01 Of �UY110C1tf� O�0 pfOOGt GOOf Y Mfl�ptlT YL�fI On
rfr Ils� D/ iOO�ov�O tatKlal� Cov�rW Dr tM SWci/ItotlOn i�DDI
3'A-f1-01.
/M Il�f� Of �OrorM Orr/mriCotW �orK iarr Vwmnf �klnp
v�K�o� �' M aO�oltrG Iro� tey Gw�ol W��u� O�rl�lon.
ru�o+�ct
Ttti CanifaCtOr �111 W feWOrui0lt for mlMolnlnp �ork Zpv
poneent e�Rlnp� rlf�ln ttu pro��Ct Ilalt�. hfk IoM PWMM1
YorMlrqt Moll De Intprtfe0 In oCcarOaYt �it11 th ffe0.+rwy
O�0 f�pOfiill0 f�Qal(�tlta Of YP'k ZOfI! ttCf/IC COfitfOl Ofviq
Impttlona, ilv mQklrps �1w10 pro+id 0 vlll0i� f�IKwc� /ar
O nlnlinA Ol�fmC� 01 Jtl0 fNi dllrp nOnml dryll�t nafl vtl
160 fnt rM� I I IunlnOt�C Dr Mo�oDl lf IPr-DeO� Iv0411�t! Of
nl�r. inl�s� �Iyit ol�tvC� I� rHtrlclM br roWq) qea�xlc�.
YorKlnq� 1OI Ilnp f0 ee�t t�i� �ritK10 anal I W �pldW p{ ff-
p�IreO q tM [nplrwr.
Rlp'µ d M'1p(J7 I��IILi
Nmoral 01 pw�nt �Rlrqf InCludi pniKllrr. qw�Mllilrp
Iln�. �w �Ina, �Ep� tlns. rorN. orro.�, rym0o�s mG rotwd
pww�nt imfMf�.
POr�ni rorklnp� ftql Q� tq IdpK EppIIRDI� p�G +RiCA �
CfMf1 COnfWlOfl Of EIfKt O Im10f1�} t0�`T0? IlItO tM CIONC
porflan of ttr rouf.ry. Ycll W nnoveG or c0�11�ra1W W1r�
tM roodNr 1� opMt to 1rMlIC. TM (Dor� Nol l not oppiy to
a1ar� ot a vorf oratlm ot o�w nwra, .Mr� rlopun mN�
wiflClMt f1wYrlliltq Orrldf or� uM0 In Ii�u 0/ Ro'Rlnpa 10
Ouilllti fM Ot}p! �pu1� Tq iM dtIXl I� nDt }O M MlnftllYC
drlrq nipnitl».
aa.�.�,• �o-Kir+va ewi i o. r.�o.w +o m rui i..� ..r.r,r oos.-
iei.. w oa rot ro i.w. o ai.c.m�oi. �vairo. �r on e.rroa
ttqf ODea rof M/Kially 6aop� 1M Mltap or e�xfil� ol tM
povw�wir. irrr�v+a� ot pav�unt .o-Ktnq. imy�ppalre nwrfa•
Inp Or Mal Tl�q Dorllma of itv �oOE.ar. 11� 1u11 IOy
•IOt��. StD)Mt to }M ��rDval 07 tM E�qlrx�r, Rry AtME tiwt
cro... ro w wce..srui m o o���ai� �ra ov..�w,r .oy w
u�W. B�oat c��mirp eV� M u�e0 GrI �111 inr M rp.�IrW �I�sa
iMcl/lwtll Ywn In tM DIu4. Ovw-polntlrq of ttr vo�Rlrp�
SNAII MDT B( p�rnitt�G. Pwip✓ol 01 faING pOvwm�t �kK� Vqll
w w alr�ctw q*�v Erqirwr.
R�eoral of �tittl''q pav�rwlt norRlrqs uC mTR1r� �III W po10
!or OI�KtIY In ocor0v+q �If� tM 11w'EL����T�ML EYISfING
P�YE1EMi WNFIMG$ 1M0 WR/ER5' V+��s� DtM1��'rla� itpte0 �Iw•
.Mr� In iM Dlou.
SPFC�iIGTICM REiEN£MCE 7aB�E
�uTENl45 ��D iEii SiEC��1Ut�p6
JICGIE B�R TI�E D-9-�100
PavE�Ewt uaP[ERS iREfICCTORitCU� D•9-�t00
IF�ffIC BUiTp,S 0-9•�J00
CPoxT 7-9-6100
BIfWIMdlS 10NESIv( fOR P�vfYEMI WPlLRS D•9-6130
P�+EPieNiC�tED Yl.vF1ENi YaFSINGS - pE�Ow�eU D•9•l2�1
1ELPOII�R� fICIIBIE•REfLFC71YE RO�D��� WXCEM S�BS D-9-l2�2
PREOWLIf�CailOH P110CCDI.IiES WT BE OB7�IN[U B1 niIfIMG�
GENEM4 SCmiCCS DiYi5i0x
fEYaS DCF�N11ENi OY tAutSPptT�ilp1 ITrDOif
IIS EtSi Ilrn SiPCE7
wsn�, rx reToi•za�
ST1�Np1fl0 PL�►NS
�rE�s OEPARnENr Oi TwufSPORur�a
Trofllc Opronms d+lym
BARRICADE AND CONSTRUCTION
STANDARDS
Gu�dmSk! sMll M d�IpqfW as� PIVEMENT WNLINGS BC ( 8> -94
rEuo� � �f.o fnpr nliKtl�n urraas •Im �•��w Do0)'f.
mir[ • iw .ii... r.��.niw .�rrc..im .ni» 000r�. a��••••��. �or�� isst I� �a a.u� I•.av �d �•• �
o1m�Mlone Irolcofw m rnl. ennr v� f7plco� aw awro.lmt.. vvlorlon� In t�z. a+a Mf(nf ray xar urw'n ��urf ar onln{ .mir IH� .�j.". I rRr�nlaan - I �
�py pr mpy(p�}�yk)• pr y� p� 1/1 Ir[T, ut11S� DfM�IN rotM. 2�9/ � 6
I uw� I�mlvnvl I
PAVE�ENT MARKING PATTERNS
CENTER �iNE L NO-PASSING IOf1E BARRIER LINES FOR TRO LANE TMO-AAY HIGHNAYS
10' to 12' a tYD� Y Outtu^e 10' t0 12' Tr�' ��•'�-� a
� o 000b o ro o�o
� �reiio. reiio.� �� � ooeooe000eoonoeo�o�000 000000
iyp� II-1-A TYW Y Duftona
P�iNT � BE�O - P�TTERN • Pl15ED WRRERS - G�TTERH •
�
a TYW II-A-� Typ� Y o�Ttons a
� oe 0000+00000 0000co 0
� �� � � o0 0 00�0000 � �o 0000� � a �oo 0 0000
YBIIo�'
4• t0 8' �ii rrw r wr+m► 6' to 8' � iro. i i-�•a
�P�INT � BE�O - PITTEAN 8 RAIS[D WRREWS • P�TTERN B
EDGE L L�HE LINES FOR DiYIDED HlGtttAY
(ryo. i-c
00000000e0000000000000000000eoD000e00000 0
1 a TY�.. �.,�,. c �T,�. ,_� � ��_�_R a
� � wnite `� yB���, .� � o 0 00 0 0000 0 ooeo 0 000 0 0000
� a TY°' '." o pYa . o,,,,a„o o a
00000000 0000000eoo 000000 ooee000e0000
0000000 ooevos0000a0000000 ooa00000000000
� YBI10 � Typ� I-A � TYW 7 Wttons �
���1e a o00 0 0000 o eeo n�\0000 a o000 0
� `— — — � irw � w»ans �� irc� i-t or i i•c-n
oe00000000000000000000000000000000000eoo
P�INT � BE�O RAISED 4ARKERS
Typ� I-C
W�Iie /
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Wnitef
PAIMT i BE�D
LANE � CENTER LtHES fOR 4ULTILAHE UNDIVIDED HICFAAYS
a � Tro. � o.,rton. rYw i•c a
� o 000 0 0 0 of a eeoo /0�
a TYW I lo�•�� o TYW r D�tton� � \Y
G voa�s000000esao>000� oseooeov00000<>oo
0000e000000
� Yello. � �o oe n o000 0 0000 ooeo o eeeo 0
� e, TYW t Dutton6 0, TYD� I-C
R�iSED 1uHREPS
TMO-�AY �EFT TURH LANE
� a o000 0 0000 0 000o a o000 0 0000 �
— --�-- —a
wntrs � ryw w wr.on. �` a
Typ� 1 oC
ooeeeoo 00000a 000000c o0 00000 000 0 00
o e000 n o000 0 0000 0 oeeo 0 0000
- - ._� Ya110�'- �OrW T Duttonl o TyW �l I-1-�
o °°% a % ° ° e e°e
ooso 0000 0000000°000 oeoaeee ooa ooa
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wnite � ~ Tro. � wrt«,n
Typ� i-C
P�IXT t BE�O NAISED WRRERS
STANOARO wORK ZONE PAVE�ENT trtARKINGS DETAILS
rrw i i.�_� Trw r wrfma
5' �l•
DOUBLE �'+c° �• ro iZ• o 0 0 0 0 0 0 o a o�o 0 0 0
""�^ o o O o a o o O o 0 0 0 0 0
NO-PASSING +'
LINE •Km �• ro iz• \
�' Y.� �a
TYM 1-C . 1•A W It-A-A Typ� 11 0/ Y DUTton�
SOL I � EDGE LiNE �s o 0 0 o c o 0 0 0 0 0 0 0 0 0
OR SINGLE � 5':J•
L I NES NO-PASSING LINE ��
. �e � �,�.. a ..� �a
trw i-c iyw � wrrm■
wiDE s•'3•
090 0 0 0 0 0 0 0 0 0 0 0 0
LINE "'"'^ ��-Z� o 0 0 0 0 0 0 0 0 0 0 0 0 0
a �n� naw uns ur �•
o�+ccwa+�r ws�n� ' �a � �enf t•
�0': i'
��� o 0 o O o�� o 0 0 o //O o 0 0
w.un 10' 30' TyW �'C or II-A•� / y..�._3.
BROKEN �
Trw � or r w*ton�
L I NE �o•: �•
� a _ �� /o ��
�a.�`v�i` .r.n �o• �o• / �nir• of r•��o.
TYp� t-[ or il-a-�
�.rx� rawir�e!
REb10VABLE I+IARKINGS 5•,6•
WITH RAISED
PAVEA�ENT MARKERS �� �� ���
io• �o•
i r ro� wo vw�r+e m-rx. r. uwa
to sipp�wwit PE�Dv+&E /v�lnqa, palneG Pav�nt 40'k�r■
RM RIx� YqII D� typllW f0 Nr
rop or rrw r<p oe rn acoroat,.o+�
.�o ,.,,,,, a. ,�. �,.a ,�. ��,
ii�.. ow o+ aoorwi.n+.ir zo roo. - � � '
�poelrq lor q11C I7M�. Tn�i 0110�� I 20's I'
� �palK r�roval ol ra1�W scrkKs
vq rop�.
MOTES�
Pa+e�rn � la rtv WpQf�n1 S�v+eve. row.r Par+�rn B.or w ura It opprovw er trr Erqliwr.
Pr�foYlCotW eQkirq� ev�r W WO�ItI}utW fof polnT aq MaO�.
Si��eO Riu6
�rEuS OEPAttrrENt Or rajN5a0awi0N
xoisw owrant .vksr. us.a w nmosa rrollrc Ow'Nlms drls/m
por�f�i errRlrp� YnII ml iM rp.il��•
�`"` °"'.�" •""�co °"`„"' W"""5• gARR I CADE AND CONSTRUCT I ON
ow •Ee0s7.'
STANDARDS
PAYENENT WRRINGS B� � 9 �_ 94
.�.r..M�..�,�issz ��'�.^�I..�TI I' �..I.>.�n �.� .
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m.� Ia�rlwnr.I '
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General Constructio� Notes
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QGENERAL CONSTRUCTION NOTES
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1. Applicable design and details'shall conform to "�neral Contract Documents and
� Specifications f�r Water Department Projects" (G :D) effective July 1, 1978, with
the latest revisions.
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2. All horizontal blocking, cradfe blocking, and v�r ical tie-down blocking to be in
accordance with Fig.(s) 9, 10, and 1 1 of the GC i.
3. The proposed water and/or sewer mains at times ��ill be laid close to other existing
utilities and structures both above and below th� ground. The contractor shall
make necessary provisions for the support an � protection of all utility poles,
fences, trees, shrubs, gas mains, telephone cab es, TEE cables, drainage pipes,
utility services, and all other utilities and str�ct -res both above and below the
ground during construction. It i$ the contractor' responsibility to notify all utility
owners prior to any constructio� in the area an verify the actual location of all
buried utilities that may or may not be shown .o he plans. The contractor shall
preserve and protect all undergrqund and overhea facilities and be responsibl'e for
any damage he may cause to them. The Conti-ac��or shall contact the following at
f least 48 hours prior to excavating at each locati��:
Fort Worth Water Department
Fort Worth Transportation & Public Wo,rkc
Light and Signal Division� �
Lone Star Gas Company � Metro
Texas Utility Service Company
Southwestern Bell Telephone Company
Texas One Call-Fiber Optics Location �
871-8306
871-8100
(214) 253-3444
336-2328
Enterprise 9800
(MCI, AT&T, Sprint, etc.) �( 300) 245-4545
Marcus Cable T.V. � 246-5538
4. Contractor shall verify the elevation, configuratic
pr'ior to construction of tie-in rnaterials. Such vE
subsidiary cost of project and no additional
Elevation adjustments at connections may be m
. deflections. All nonstandard be�ids shall be mad�
fittings with the required jc�int deflectiohs
manufacturer's recommended deffection per join
, and angulation of existing line
ification shall be considered as
ompensation will be allowed.
de with bends, offsets, or joint
using the closest standard M.J.
(defle.ctions not to exceed
5. Contractor shall keep at least one lane of t� ffic open at all times during
construction and access to all places of busin :ss and residence at all times.
(reference C6-6.5 GCD) �
6. No excavated materials, backfill materials, equip�nent, or supplies shall be stored
nwithin floodways or drainage easements. (ref�re ice C6-6.6 GCD)
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a7. Trenches which lay owtside existing or future avements shall be backfilled above
the top of the embedment with Type "C" back .ill material. When Type "C" backfill
� material is not suitable, at the direction of the ngirieer, Type "B" material�shall be
used. All backfill material shall be compac ed to a minimum of 90% proctor
density by means of tamping only. Trenches vhich cross under existing or future
pavement shall be backfilled per Fig. "B" w�h 95% proctor density by jetting,
� �tamping, or a combination of such methods. ?avement repair shall be permanent
aavement reolacement per Figure 4.
,.
� 8. The top of the water lines shall be a minirr�um of 3'-6" below the top of the
adjacent curb for 12" and smaller mains exce �t where otherwise shown on these
plans.
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9. All existing water services which must be re ocated due to the relocation of the
� wate'r main shall be replaced with 1" minimu copper tubing untess a targer size
is indicated on the plans. Corporation stops hall be� fully o'pened prior to trench
b a c k f i l l. C u r b s t o p s w i t h l o c k w i n g s s h a l l b e e s t e d fo r f u l l f lo w w hen t he sys tem
is pressure tested.
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10. All sanitary sewer services encountered which must be relocated to arovide
� adeauate clearance with the proposed sto �tn sewer shall be replaced to the
property line as directed by the Engineer.
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Material Specifica�ions
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Sk�CTION E - SPECIFICATIONS
J � NUARY 1, 1978
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WATER DEPARTMENT
� All materials, construction methods and proced�res ased in this project shall conform to
Sections EI, E2, and E2A of the Fort Worth Water De �artment General Contract Documents
and General Saecifications, together with any additional material specification(s),
construction(s) or later revisic�n(s). (See revisions list� on this sheet). Sections EI, E2 and
� E2A of the Fort Worth Water Department Gener� I Contract Documents and General
Specifications are hereby made a part of this cont ract document by reference, for all
� purposes the same as if copies verbatim herein, and ' ch Sections are filed and kept in the
office of the City Secretary of the City of Fort Worth rs an official record of the City of Fort
Worth.
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INDEX
EI MATERIAL �PECIFIC� fI0N5
E2 CONSTRUCTION SPE�:=IFICATIONS
E2A GENERAL DESIGN DE-'AILS
JRevisions as of April 20, 1981, follow:
EI-2.4 Backfill: (Correct minimum cor�paction requirement to 95% Proctor
Density and correct P.I. values as fol�ows:)
c. Additional backfill requirements whe� approved for use in streets:
.
1. Type B Backfill
(c) Maximum Plasticity In �ex (PI) shall be 8.
2. Type C Backfill
(a�
(b)
�
Material meeting req� rements and having a PI of 8 or less
shall be considered as suitable for compaction by jetting.
Material m�eting requ -ements and having a PI of 9 or more
shall be considered fo� use only with mechanical cbmpaction.
E2-2.11 Trench Backfill: (Correct minimum c�mpa'ction requirement wherever it
appears in this sectici to 95% Proctor Density except for
paragraph a.l. where the 95% Modified Proctor Density"
shall remain unchange i).
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CITY WATER DEP�►RTMENT
FORT WORTH, T�XAS
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B Y—PA SS LA Y(JUT
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FIGURE �
He v. 9-12-90 ,
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r
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C��y Forces.
: Connection from by-pass
to private Service sha// be
made by Contractor.
CITY WATER DEP RTMENT
FORT WORTH, T AS
TEMP�RAR Y SER !//C CDNNECT/(JN
DETA/L
F/GURE �.�
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`95# Roofing fe/t, 36" Wid�.
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CITY WATER DE'ARTMENT
FORT WORTH,�TEXAS
/NTERSECT/ON � CRDSS/NG
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Re v. 9-12-90
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PAVEME�NT
���
EXCAVATI❑N, BACK�II` L A��1D
REPAIR UNDER EXISTI G
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MIN, 2' H�T ❑R C[JLD MIX ASPHALT�
.�XIST, STREET PAVEMENT
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EMBEDMEJ�T
SEE SPEC, E1-2
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STREETS
-TEM��RARY PAVING REPAIR SHC]WN -
F�R 'ERMANENT PAVING REPAIR DETAILS
SEE -I�URES 1-S �R AS SPECIFIED IN
THE ;'LANS ❑R SPECIFICATI�NS,
{J1�� .�I
OvOvOVOvOVOVOVO LVOVOVOvOVOvOvOVC OvOVO VOVOVOVOVOVOVOu
� 0 � � � � � � � 0 � � � � 0 � � � � � � � 0 � 0 0 �
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• B�TTOM ❑F TEMP�RARY ❑R �'_ • � ' � °�• �• � . 4 '• '
�� � PERMANENT PAVEMENT REPAIR .` , �' , ..' , ' : �.�'
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, ` • ' . : '� :•� SEE SPEC, E1-Z
�••�� • . 1'-6' MAXIMUM
.P ..�� ; • ; ; �
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� INCLUDED IN �INEAR FD❑T BID �RICE ❑F PIPE
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�IGURE � : A
CWATER SIZES UP T❑ & INCLUDING 12")
NTS
REV� MARCH 25, 1999
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REPAIR UNDER EXISTIf��� STREETS �
MIN, 2' H�T OR C❑LD MIX ASPHALT-� -TEMP�RARY PAVING REPAIR SHOWN -
�XIST, STREET PAVEMENT F�R ERMANENT PAVING REPAIR DETAILS`
SEE �`IGURES 1-5 �R AS SPECIFIED IN
' � THE �'LANS ❑R SPECIFICATI❑NS,
�' �
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j/�/� OO/ OOOOOOOOOOOOOOOO OOOOOOOOOOOO �OOOOOOOOO
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� SAND MATERIAL �:� � � . • • �• SEE SPEC, E1-2
.. � •:,•.
`' EMBEDMENT •'':'�' � ' ' 1'-6' MAXIMUM
� � SEE SPEC, EI-2 ; �, ,�•' ' '�..' .. �
�� 1) SEWER - MINIMUM 1z' •• ••• �
SAND EMBEDMENT C❑VER � ' ��-�-,��_� � �
� 2) WATER - MINIMUM 6" . '��.•, . .• �
SAND EMBEDMENT C❑VER .•: � . � CRUSHED ST�NE
�.- ,�Q� ' ' .; SEE SPEC, E1-3
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�IGURE
CSEWER; ALL
CWATER SIZES 16"
NTS
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ER SjZES
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� SECTION C'N
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I UNIT II
(Transportation/Public �orks)
Sp�cial Instruction to B ders
Special Provision �
I Details
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SPECIAL INSTRUCTIONS TO BI�DERS �:,
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� 1. BID SECURITY: Cashier's check or an accept�able bi lder's bond p.ayable to the City of
Fort' Worth, in an amount of not less than five (5) =per cent of the largest possible
total of the bid submitted must accompany the bic and is subject to forfeit in the
� event the successful bidder fails to execute the cc itract documents within ten (10)
day,s after the contract has been awarded.
� To be an acceptable surety on the bond, the name f the surety shall be included on
the current U.S. Treasury list and the amount of the �ond shall not exceed the amount
shown on the U.S. Treasury list for �hat company.
� 2. PAYMENT BONR AND PERFORMANCE BOND: Th�, successful bidder entering into a
contract for the work will be required to give the ity surety in a sum equal to the
amount of the contract rawarded. In this connecti�, 'the successful bidder shall be
�` required to furnish a performance bond as well as payment bond, both in a sum
` equal to the amount of the contract awarded. The f m of the bond shall be as herein
� provided and the surety shall be acceptable to the Ci,y. All bonds furnished hereunder
shall meet the requirements of Article 5160 of the R�vised Civil Statutes of Texas, as
amended.
� In order for a surety to be accepta�le to the City, �he name of the surety shall be
included on the current U.S. Treasury list (Circular �70) of acceptable sureties, and
the amount of bond written by any one acceptabl� company shall not exceed the
� amount shown on the Treasury list for that compa �y. Each bond shall be properly
executed by both the contractor and surety compan�,�
� No sureties will be accepted by the City which are a� the time in default or delinquent
on any bonds or which are interested in any litigatii-n against the City. Should any
; surety on the contract be determined unsatisfactory� at any time by the City, ;notice
� will be given to the contractor to that effect and he contractor shall immediately
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provide a new surety satisfactory to the City. �
,�, If the contract to be awarded is less than� 5100,00�-�, ,the performance an� ,payment
, bonds are ,not required if the successful bidder stat�s in its bid that payment is not
due until the v�ork is completed and is accepted by t�e City. Provided, however; that
� this paragraph does not effect the furnishing of ; maintenance bond, if same is
required by the specifications. It is presumed that �the successful bidder agrees to
provide performance and payment bonds'unless the �+dder, on the bid proposal, states
_. otherwise."
"` 3. LIQUIDATED DAMAGES: The� Contractor's attent' �n is called to Part 1, Item 8,
Paragraph 8.6, of the "General Provisions" of e Standard Specifications for
� Construction of, the City of Fort Worth, Texas, conc ning liquidated damages for lat'e
completion of projects.
� 4. AMBIGUITY: In case of ambiguity or lack of cl rness in stating prices in the
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proposal, the City reserves the right to adopt the most. advantageous construction
thereof to the City or to reject the proposal.
5. EMPLOYMENT: All bidders will be required to cor-�'ly with City Ordinance No. 7278
as amended by� City Ordinance No. 7400 .(Fort � dorth City Code Section 13-A-21
through, 13-A-29) prohibiting discrimination in empl Eyment practices.
6. WAGE RATES: All bidders will be required to comply with provision 5159a of
"Vernon's Annotated Civil Statutes" of the Sta e of Texas with respect to the
payment of prevailing wage rates as established b; the City of Fort Worth, Texas and
set forth in Contract Documents for this project.
7. FINANCIAL STATEMENT: A current �ertified fina� cial statement may be required by
,� the Transportation and Public Works Director if req aired for use by t�e CITY OF FORT
V1/ORTH in determining th.e successful bidder. Th s statement, if required, is to be
� prepared by an Jndependent �Public Accountant h�Iding a valid permit issued by an
appropriate State Licensing Agency.
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INSURANCE: Within ten (10) days of receipt of`;notice of award of contract, the
Contractor must provide, along with executed cc �tract documents and appropriate
bonds, proof of insurance for Worker's Compen "'tion and Comprehensive Generaf
Liability (Bodily Injury -$250,000 each persoh, $� 0,000 each occurrence; Property
Damage - 5300,000 each occurrence). The City eserves the right to request any
other insurance coverage as may be required by ea h individual p�oject.
NONRESIDENT BIDDERS: Pursuant t� Article 601 , Tex. Rev. Civ. Stat., the City of
Fort Worth will not award this contract to nonresident bidder unless the
nonresident's bid is lower than the lowest bid �abmitted by a responsible• Texas
resident bidder by the same amount that a Texas r.sident bidder would be cequired to
underbid a nonresident bidder to obtain a compar�le contract in the state .,in which
the nonresident's principal place of business is loca �ed.
"Nonresident bidder" means a bidder whos - principal place of business, is not
in this state, but excludes a contractor v hose ultimate parent company or
majority owner has its principal place of bus iess in this state. '
"Texas resident bidder" means a bidder wh�. se principal place of business is in
this state, and inclu�es a contractor wr �se ultimate parent company or
majority owner has its principal place of bus iess in this state.
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This provision does not apply if this contract`involv � federal funds.
TMe appropriate blanks of the Proposal must be fill �d out by all nonresident bidders in
order for your bid to meet specifications. The failur . of a nonresident, contractor to do
so will automatically disqualify that bidder.
DISADVANTAGED BUSINESS ENTERPRISES: Th� City of Fort Worth has goals for
the participatio'n of Disadvantaged Business Enterp= ses (DBE) in the Cify contracts. In
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� order for a bid to be cor��ide�eti responsive, th� ��mpliance statement, Attachments
"1 A", "1 B", and/or "'1 C", contained in,the propos� must be completed and submitted
to the bid contracting officer no later than 5:00 p.r , three (3) business days �after the
� bid opening date. FAILURE TO �DO SO SH�ALL �SULT IN THE �PROPOSAL BEING
�NON-RE�PONSIVE."
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AWARD OF CONTRACT: Th� proposal section is =�esigned to allow the contractor to
submit a bid� on the Base Bid, the Base Bid plu� Alternate 1, or the Base Bid pl�s
Alternate 1 and Alternate 2. The City reserves tl� ee right to award the contract(s) to
the overall low bidder of the Base Bid, the combin�d Base Bid and Alternate 1, or the
combined Base Bid and Alternates �1 and 2. The c�oice of alternative will be made by
the City the,'time of the award. Contract(s) will b� awarded to the lowest responsive
bidder(s). The City reserves the right to reject �ny and/or all bids and waive any
and/or all formalities. No bid may be withdrawn til the expiration of forty-nine (49)
days from the date bids are opened. The award f contract, if rnade, will be within
forty-nine (49) days after the opening of bids, bu in no .case will the award be made
until all the necessary investigations are made as ��o the re'sponsibility of the bidder to
whom it is proposed to award the contract.
PAYMENT: The Contractor will receive full payme it from the City for all work.
If the amount of the contract to be awarded is 5���0,000 or less, and the Contractor
does. not provide both a payment bond and a per �ormance bond complying vvith the
terms of Paragraph 2 above (SI-1) and Article 51 �0 of the Revised Civil Statutes of
Texas, the contract amount shall be paid in one, ('�) lump sum upon the completion of
the work and the acceptance of_the work by the C�ty.
13., ADDENDA: Bidders are responsible for obtairng all add�nda to the contract
documents praor to the bid receipt time and ack� �wledging them at the time of bid
receipt. Information regarding the status of adde �da may be ob'tained by contacting
the -Department of Enginee[ing Construction Divisi� at (817) 871-7910. Bids that do
not acknowledge all applicable addenda may be re� ,cted as non-responsive.
14. CONTRACTOR COMPLIANCE WITH WORK�R'JS C JMPENSATION LAW:
A. Workers Compensation Insurance Coverage
a. Definitions:
�Certification of coverage ("Certific�te"). A copy of a certificate of
insurance, a certificate of autho ity to self-insure issued by the
commission, or a coverage agreerr�nt (TWCC-81`, TWCC-82, TWCC-
83, or TWCC-84), showing statuto�' workers' compensatiori coverage
for the person's or entity's er.nploy�es providing services on a project,
for the duration of the project.
Duratiol-i of the ro'ect-includes the ��me fr m , r
p � o the beginning of the wo k
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, on the ro'�E� �3ntil the contractdr'� erson's work on the ro'ect has
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been completed and accepted by th��governmental entity.
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Persons provicling services on �he project ("Subcontractor" in
3406.096)-includes all persons or e,tities performing all or part of the
services the contractor ,has under aken to perform on the project,
regardless° of whether that pers n contracted directly with the
contractor and regardless of wheth that person has employees. This
includes, without limitation, indepe dent contractors, subcontractors,
leasing companies, motor carriers, wner-operators, employees of any
such entity, or employees of any ntity which furnishes persons to
provide services on the project. "S rvi�es" include, without limitation,
providing, liauling, or delivering e ipment or materials, or providing
labor, transportation, or other`servi s related to a project. "Services"
does not in�lude activities unr ated to the project, su.ch as
food/beverage vendors, office suppl' deliveries, and delivery of portable
toilets. �
b. The Contractor shall provide cover�,ge, based on proper reporting of
classification codes and payroll a unts ,and filing of any coverag,e
agreements, which meet the stat�ory requirements of Texas Labor
Code, Section 401.01 1(44) or all e loyees of the contractor providin'g
services on the project,� for the dura�n of the project.
c. The Contractor must provide a= certificate of coverage to the
governmental entity prior to b,eing a-:rarded the contract.
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d. If the coverage period'' shown on tt' contractor's current certificate of
coverage ends during the duration f the project, the contractor must,
prior to the en�l of the coverag period, file a new certi�icate of
coverage with the governmental en� ty showing that coverage '�as been
extended. I
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The contractor shall obtain from ei ch person providing servi�es dn a
project, and provide to the governm�.ntal entity:
(1) a certificate of coverage, prie=r to that person beginning work on
the project, so the gover� mental entity will have on fil�
certificates of coverage s owing coverage for, al persons
providing services on the pro ect; and
(2) no later than seven days af�:r receipt by the contractor, a new
certificate of coverage sho��ing extension of coverage, if the
coverage period shown on �he current certificate of 'coverage
ends during the duration of t-e p`roject.
The Contractor shall retain all requ ed certificates of coverage for the
duration of the project and for one k:ar thereafter.
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g. The Contractor shall notify the �oVernmental entity in writing by
certif�ed mail or persona� deliver'�, vuithin t�n(10) days after tk�e
contraetdr knew �r should have kr Jwn, of any change that materially
affects the provision of coverage cf any person providing services on
the project.
h. The Contractor shall post on each -oject, site a notice,in the text, form
and manner prescribed by th Texas Worker,',s Compensation
Commission, informing all persons �i �oviding services on the project that �
they are •required to be covered, ai��d stating, how a person may verify
coverage and report�lack of coverag�g.
i. The Contractor shall contractually i�equire each person with whom it
contracts to provide services on a p�oject, to:
(1) provide coverage, based o�' proper reporting on cla�sification
� codes and payroll amoui ts and f�ling of any ;coverage
agreements, which meets t.ie statutory requirements �of Texas
labor code, Section 401.01 '_ (44) for all its employees ,providing
' services on the project, for t=e duration of the project;
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(2) provide to the contractor, pr x to that person beginning work on
the project, a certificate of ;oyerage showing that coverage is
being provided for all emplo es of the person providing services
on the project, for the durati �n of the project;
(3) prov'rde the contractor, prior i:o the end �f the coverage period, a
new certificate of coverage showing extension of coverage, if
the coverage period shown ��i the current certificate of coverage
ends during the duration of e project;
(4) obtain from each other pe on with whom it contracts, and
provide to the contractor:
ia) a certificate of co��rage, prior to the other person
beginning work on th � project; and
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(b) a new certificate �� coverage showing extension of
coverage, prior to th • end of the coverage period, if the
coverage period sh• wn on the current certificate of
covera.ge ends durin the duration `o� the project;
retain all required certificate. of coverage on file for th� duration
of the project and `for one ye �r thereafter.
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(61 notify 'the governmental, er city in writing by certified mail or
personal delivery, within ter ;101 days after the person knew or
'should have know, of any change that materially affects the
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provisi�r� of �trverage of any p�rson providing serv'rces on the
project; and
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(7) contractually require each per ' n with whom it contracts, to
perform as required by paragrap��is `(1) -(7), with the� certificates
of coverage to be provided to 'the person for whom th�,y are
providing servic�s.
By signing this contract or providinc;
certificate of coverage, the confir�
governYnental entity that all employe
provide services on the project
compensation covetage for the dur
coverage will be based on proper repo �
payroll amounts, and that all coverage
appropriate insurance carrier or, in the
commission's Division of Self-Insuranc
misleading information may subject t�
criminal, civil penalties or other civil act�',
or causing to be provided� a
tor is representing to the
� of the contractor who will
II be covered by worker's
on of the project, that the
ing of classification codes and
�r�ements will be filed with the
ase of a self-insured, with t�e
Regulation. Providing false or
: contractor to administrative,
The contractor's failure to comply wi
breach of contract by the 'contractor
entity�to declare the contract void if thE
breach within ten days after receipt
governmental entity.
� any of these provisions is a
ihich entitles the governmental
contractor does not remedy the
of notice of breach from the
B. The Contractor shall post a notice on each �-oject site informing all persons
providing services on the project that they ° e required to be covered,� and
stating �how a person may verify current cove �ge and report failure to provide
coverage. This notice does not satisfy other sting requirements imposed by
the Texas Worker's Compensation Act or oth Texas Worker's Compensation
Commission rules. This notice must be printe� with a title in at least 30 point
bold type and text in at least 19 point normal �pe, and shall be in both English
and Spanish and any other language commo to the worker population. The
text for the notices shall be the following text,:without any additional words or
changes:
"REQUIRED WORKER'S COMPENSATION CO� ERAGE"
The law requires that each person working n this site or providing service
related to,this construction project must be cc ✓ered by workers' compensation
insurance. This includes persons providing, h ling, or delivering equipment or
materials, or providing labor or transportatio�or other service related to the
project, regardless of the identity of their empl��yer or status as an employee".
Call the Texas Worker's Compens�tion C� nmission at 512-440-3789 to
receive information on the legal requirement °For coverage, to verify �rhether
your employer has provided the required co�e=age, or to report an employer's
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failure to provide coverage".
15. NON-DISCRIMINAT{ON: The Contractor shall no� discriminate against any person or
persons because�of sex, Pace, religion, color, or r�tion�l origin and shall comply with
the provisions of City Ordin�nce 7278, as ame,tled by City Or'dinance 7400 (Fort
Worth City Code Sections 13A-21 through 13 �-29), prohibiting discrimination in
employment practices. �
16. AGE DISCRIMINATION: ln accordance with th� policy ("Policy") of the Executive
Branch of the federal government, Contractor co�nants that neither it nor any of its
officers, members, agents, or employees, will gage in performing this contract,
shall, in connection with the employment, advan ment or discharge of employees or
in connection with the terms, conditions o' privileges of their employment,
discriminate against persons because of their ag except on the basis of a bona fide
occupational qualificationr, retirement plan or stat ory requirement.
Contractor further covenants that neither it no its bfficers, members, agents, or
employees, or persons acting on their behalf shall specify, in solicitations or
advertisements for employees to work on this Co �i�tract, a maximum age limit for such
employment unless the specified maximum ag - limit is based upon a bona fide
occupational qualification, retir�ment plan or stat��ory requirement.
Contractor warrants it will fully cornply with the �``�licy and will defend, indemnify and
hold City harmless against any and all claims �r �Ilegatioris asserted by th'ird parties
against City arising out of Contractor's allegec failure to comply with the above
referenced Policy concerning age discrimination ir� the performance of this Contract.
17. DISCRIM[NATION DUE TO DISABILITY: In ,ac�g rdance with the provisions of the
Americans with Disabilities Act of 1990 ("ADA")� Contractor warrants that it will not
unlawfully discriminate on the basis of disabilit in the provision of services to the
general public, nor in the availability, terms ar�d/or conditions of employment for
applicants for employment with, or current err �loyees of Contractor. Contractor
warrants it will fully comply with ADA's provisic is and any other applicable federal,
state and local laws concerning disability and �°ill defend, indemnify and hold City
harmless against any claims or allegations assert by third parties against Gity arising
out ..of Contractor's alleged failure to compl� �with the above-referenced laws
concerning disability discrimination in.,the perform�nce of this Contract.
Revised March 15, 1996
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SPECIAL PROVISIONS
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TABLE OF CONTENTS �
�,
Scope of Work k
Submission of Bids and Award of Contract(s) �
Preconstruction Conference '
Project Abandonment
Notice to Proceed (Work Order)
Specifications �
Bid and Contract Documents �
Defective Workmanship '
Construction Staking
Traffic Control �
Payment �
Delays
Detours �
Barricades and Warning Signs ,
Examination of Site
Zoning Compliance �,
Water for Construction ��
Waste Material �
Cleanup for Final Acceptance =
Protection of Existing Utilities and Improvements
Construction Schedule
Safety Restrictions - Work Near High Voltage Lines �
Contractor's Responsibility for Damage Claims
Quality Control Testing
Cutting of Concrete �
Sanitary Facilities for Workmen ' �
Subsidiary Work ;�
Legal Relations and Responsibilities to the Public
Right to Audit
Increase or Decrease in Quantities k
Wage Rates �
Crossing of Existing Utilities
Exploratory Excavation
Test Holes ,t
Tie-Ins �
Equal Employment Provisions ��
Subsidiary Work
Tax Exemptions
Contractor's Compliance with Workers' Compensation Law
Spoil/Fill Material '
Easements and Permits �
Ingress and Egress ;F
Highway Requirements
Construction Items
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CITY OF FORT WORTH, TEX p S
TRANSPORTATION AND PUBLIC WORKS.:�EPARTMENT
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SPECIAL PROVISIONS '�
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Highland Hilis Storm Drainage Improvements and'�Water and Sewer Replacements
DeCory Road (W. Oak Grove to Glasgow Road) '
Glasgow Road (W. Oak Grove to Oak Grove Roa �)
Flanders Lane (Milmo Drive to Oak Grove Road) '
Milmo Drive (IH-20 to Flanders Lane? �
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TPW Project No.:C111-020111-028887 `
DOE No. 0765 �`
SCOPE OF WORK: The work covered by the Plans �nd Specifications consist of the
following: F
Storm drainage structure, concrete and H.M.A.C. st eet reconstruction and all other
miscellaneous items of construction to be perform� as outlined in the plans and
specification which are necessary to satisfactory com � ete the work.
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SUBMISSION OF BIDS AND AWARD OF CONTRACT( );
The Proposal Section is designed to allow the Contra �tor to submit a bid on Base Bid,
Base Bid plus Alternate 1, or Base Bid plus Alternat s 1 and 2(Highland Hills Storm
Drain Improvements). The City reserves the right to ward the contract(s) to the low
bidder of the Base Bid, the Base Bid and Alternate '� combined, or the Base Bid and
Alternates 1 and 2 combined.
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PRECONSTRUCTION CONFERENCE �
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After the contract has been awarded, the General Co tractor and representatives of all
the subcontractors shall attend a Pre-Construction Conference. This meeting will
include the review of the Contractor's proposed con � ruction methods, Traffic Control
Plan, and schedules in accordance with Item 8.2 of th General Provisions.
PROJECT ABANDONMENT: The City reserves the ri �t to abandon, without obligation
to the Contractor, any part of the project, or the enti e project, at any time before the
Contractor begins any construction work authorized b the City.
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NOTICE TO PROCEED (WORK ORDER): ,
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Once the Notice to Proceed is issued, the Contrac'or is reminded of the liquidated
damages provisions of this contract for delays in co �leting the work in the number of
calendar days specified in the proposal.
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SPECIFICATIONS: This contract and project are ' overned by the three following
published specifications, except as modified by these �pecial Provisions:
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STANDARD SPECIFICATIONS FOR STREET AND STO +M DRAIN
CONSTRUCTION-CITY OF FORT WORTH
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STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION-
NORTH CENTRAL TEXAS �
STANDARD SPECIFICATIONS FOR CONSTRUCTION OF HIGHWAYS,
BRIDGES - TEXAS DEPARTMENT OF TRANSPORTAT! N
STREETS AND
A copy of either of the first two specifications may `e purchased at the office of the
Transportation and Public Works Director, 1000 T rockmorton Street, 2nd Floor,
Municipal Building, Fort Worth, Texas 76102. The pecifications applicable to each
pay item are indicated by the call-out for the pay ite' by the designer. If not shown,
then applicable published specifications in either of these documents may be followed
at the discretion of the Contractor. General Provision shall be those of the Fort Worth
document rather than Division 1 of the North Central exas document.
Additionally, subject to modifications as herein contained, the Fort Worth Water
Department's General Contract Documents and General Specifications, with revisions
through January 1, 1978, are made a part of the Cor��tract Documents for this Project.
The Plans, Special Conditions and Provisions Docu ents, and the rules regulations,
requirements, instructions, drawings or details refe�ed to by manufacturer's name,
number or identification included therein as specifyi ig, referring or implying product
control, performance, quality, or other shall be binding upon the Contractor. The
specifications and drawings shall be considered coop rative; therefore, work or material
called for by one and not shown or mentioned in t e other shall be accomplished or
furnished in a faithful manner as though required by a I.
The order or precedence in case of conflicts or discr' pancies between various parts of
the Contract Documents subject to the ruling of th Engineer shall generally, but not
necessarily, follow the guidelines listed below:
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6.1 Plans
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6.2 Contract Documents �
6.3 General Contract Documents and General Specifications
The Special Provisions herein shall be applicable to `this Project and shall govern over
any conflicts with the General Contract Documents nder the provisions stated above.
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7. BID AND CONTRACT DOCUMENTS: Bidders shall not separate, detach or remove any
portion, segment or sheets from the contract docur�ent at
fully execute contract without retaining contract do ument
designating bids as "non-responsive" and reject ng bid
appropriate and as determined by the City Engineer.
any time. Failure to bid or
s intact may be grounds for
s or voiding contract as
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IP: The Contractor shall !i� res onsible for defects in this
DEFECTIVE WORKMANSH p
project due to faulty materials and workmanship, or ��th, for a period of one (1) year
for all construction items, from date of final accept nce of this pro�ect by the City
Council of the City of Fort Worth and will be required �� replace at his expense any part
or all of this project which becomes defective due to these causes.
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CONSTRUCTION STAKING: Construction stakes for IJ��ne and grade will be provided by
the City as outlined in Section 5.8, Standard Specifi�ations for Construction, City of
Fort Worth. r
TRAFFIC CONTROL: The Contractor shall be respon� ible for providing traffic control
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during the construction of this project consistent wi h the provision set forth in the
"198Q Texas Manual on Uniform Traffic Control De � ices for Streets and Highways"
issued under the authority of the "State of Texas niform Act Regulating Traffic on
Highways", codified as Article 6701 d Vernon's Civil { tatutes, pertinent sections being
Section Nos. 27, 29, 30 and 31. The Contractor �shall provide the Enc�ineer with a
Traffic Control Plan for this project at the Pre-Constru�tion Conference.
The Contractor will not remove any regulatory sign, i��tructional sign, street name sign
or other sign which has been erected by the City. If ,it is determined that a sign must
be removed to permit required construction, t e Contractor shall contact fihe
Transportation/Public Works Department, Signs and arkings Division, (Phone Number
870-8�00) to remove the sign. In the case of reg�ilatory signs, the Contractor must
replace the permanent sign with a temporary sign meeting the requirements of the
above-referenced manual and such temporary si must be installed prior to the
removal of the permanent sign. If the temporary si is not installed correctly or if it
does not meet the required specifications, the perrt�anent sign shall be left in place
until the temporary sign requirements are met. Wh n construction work is completed
to the extent that the permanent sign can be rein talled, the Contractor shall again
contact the Signs and Markings Division to reinstall the permanent sign and shall leave
his temporary sign in place until such reinstallation is �Completed.
PAYMENT: The Contractor will receive full paymen �from the City for all work.
12. DELAYS: The Contractor shall receive no compens ion for delays or hindrances to the
work, except when direct and unavoidable extra c t 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. When such extra compensation is claimed, a written statement
thereof shall be presented by the Contractor to �he Engineer and if by him found
correct shall be approved and referred by him t the Council for final approval or
disapproval; and the action thereon by the Council s all be final and binding. If delay is
caused by specific orders given by the Engineers ta stop work, or by the performance
of extra work, or by the failure of the City to provi e material or necessary instructions
for carrying on the work, then such delay will ent�tle the Contractor to an equivalent
extension of time, his application for which shall, however, be subject to the approval
of the City Council; and no such extension of tim ° shall release the Contractor or the
surety on his performance bond from all his obligati ns hereunder which shall remain in
full force until the discharge of the contract.
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13. DETOURS: The Contractor shall prosecute his work 'n such a manner as to create a
minimum of interruption to traffic and pedestrian facil�ies and to the flow of vehicular
and pedestrian traffic within the project area.
14. BARRICADES AND WARNING SIGNS: Barricades, ��varning and detour signs shall
conform to the Standard Specifications "Barriers anc�� Warning and/or Detour Signs",
Item 524, and/or as shown on the plans. Constru ion signing and barricades shall
conform with "1980 Texas Manual on Uniform Traffic ontrol Devices, Vol. No. 1".
15. EXAMINATION OF SITE: It shall be the responsibility��of the prospective bidder to visit
the project site and make such examinations and exp�orations as may be necessary to
determine all conditions which may affect construi�tion of this project. Particular
attention should be given to methods of providing " ingress and egress to adjacent
private and public properties, procedures for prote ting existing improvements and
disposition of all materials to be removed. Proper onsideration should be given to
these details during the preparation of the Proposal��nd all unusual conditions which
may give rise to later contingencies should be brou �t to the attention of the Owner
prior to the submission of the Proposal.
16. ZONING COMPLIANCE: During the construction of��this project, the Contractor shall
comply with present zoning requirements of the City f Fort Worth in the use of vacant
property for storage purposes. '
17. WATER FOR CONSTRUCTION: Water for const�uction will be furnished by the
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Contractor at his own expense. �•
WASTE MATERIAL: All waste material shall becor�e the property of the Contractor
and shall be disposed of by the Contractor at locati ns approved by the Engineer. All
material shall be disposed of in such a manner as t present a neat appearance and to
not obstruct proper drainage or to cause injury to st �eet or railroad improvements or to
abutting property.
CLEANUP.FOR FINAL ACCEPTANCE: Final cleanup�work shall be done for this project
as soon as the avin and curb and utter have +�een constructed. No more than
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fourteen calendar days shall elapse after comp tion of construction before the
roadway, right-of-way, and drainage and utility asements are cleaned up to the
satisfaction of the Engineer. The Contractor shall rpake a final cleanup of all parts of
the work before acceptance by the City of Fort��orth or its representative. This
cleanup shall include removal of all objectionable r ks, pieces of asphalt or concrete
and other construction materials, and in general pr,eparing the site of the work in an
orderly manner and appearance. Final acceptance �f the completed project work shall
be given by the City of Fort Worth Department of E� gineering.
20. PROTECTION OF EXISTING UTILITIES AND '1MP VEMENTS: The Contractor shall
take adequate measures to protect all existing st�ctures, improvements and utilities
which may be encountered.
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Any and all improvements such as landscaping, f'ncing, and temporary storage
structures, and the like, damaged by the Contractor, shall be repaired to as good or
better condition as found, or replaced at no cost to the City by material of equal value
and quality as that damaged. ��
The utility lines and conduits shown on the plans are� for information only and are not
guaranteed by the City or the Engineer to be accurate �s to extent, location, and depth;
they are shown on the plans as the best informatio available at the time of design,
from the owners of the utilities involved and from evid�nces found on the ground.
21. CONSTRUCTION SCHEDULE: It shall be the respons'� ility of the Contractor to furnish
the Construction Engineer, prior to construction, a��hedule outlining the anticipated
time each phase of construction will begin and be c��pleted, including sufficient time
being allowed for cleanup.
22. SAFETY RESTRICTIONS - WORK NEAR HIGH VOLTA��E LINES:
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The following procedures will be followed regarding tl�e subject item on this contract:
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22.1 A warning sign not less than five inches by s ven inches, painted yellow with
black letters that are legible at twelve feet s II be placed inside and outside
vehicles such as cranes, derricks, power hovels, drilling rigs, pile drivers,
D hoisting equipment or similar apparatus. The F arning sign shall read as follows:
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"WARNING - UNLAWFUL TO OPERATE THIS QUIPMENT WITHIN SIX FEET OF
� HIGH VOLTAGE LINES." �
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22.3
22.4
Equipment that may be operated within ten f et of high voltage lines shall have
insulating cage-type of guard about the bo m or arm, except back hoes or
dippers, and insulator links on the lift hook co�� ections.
When necessary to work within six feet of high voltage electric lines,
notification shall be given the power compan��r (Texas Utilities Electric) who will
erect temporary mechanical barriers, de-energize the lines, or raise or lower the
line. The work done by the power company shall not be at the expense of the
City of Fort Worth. The notifying department��shall maintain an accurate log of all
such calls to Texas Utilities Electric, and shall record action taken in each case.
The Contractor is re uired to make arran e��ents with Texas Utilities Electric
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Company for the temporary relocation or r�ising of high voltage lines at the
Contractor's sole cost and expense.
22.5 No person shall work within six feet of a d�igh voltage line without protection
having been taken as outlined in Paragraph (c�.
CONTRACTOR'S RESPONSIBILITY FOR DAMAGE �CLAIMS: The Contractor covenants
and agrees to indemnify, hold harmless and defen the City, and their officers, agents,
servants or empfoyees, and/or owners of the uni�� and lots abutting the units in this
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contract from and against any and all claims for damag�:s or injuries, including death, to
any and all persons or property, of whatsoever kinc� of character, whether real or
asserted, arising out of or incident to the services relating to the project to be
performed by said Contractor, its officers, agents, servants or employees, under the
terms and conditions of this Contract, whether or not �`aused by negligence on the part
of the City, or their officers, agents, servants or empl yees; and said Contractor does
hereby covenant and agree to assume all liability and esponsibility of City for injuries,
claims or suits for damages to any and all persons or property, of whatsoever kind or
character, occurring during the term of this agreemen and arising out or by reason of
service, covenants or agreements performed by saidg Contractor, its officers, agents,
servants or employees. Contractor likewise covenants.and agrees to, and does hereby,
indemnify and hold harmless the City from and against any and all injuries or damages
to property of the City during the performance of an�% of the terms and conditions of
this Contract, whether arising out of or in connection 'nrith or resulting from any and all
acts or omissions of the City, their officers, agents, s�rvants, or employees, or caused
by negligence on the part of the City, or their offic�rs, agents, servants employees
and/or owners of the units and lots abutting the units i�i this contract.
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In the event a written claim for damages against thek Contractor remains unsettled at
the time all work on the project has been completed to the satisfaction of the Director
for the Department of Engineering, as evidenced by a wfinal inspection, final payment to
the Contractor shall not be recommended by the Dire�tor of Department of Engineering
for a period o f 3 0 days a fter t he date o f suc h fina l nspec tion, un less t h e C o n t r a c t o r
shall submit written evidence satisfactory to the �rector that the claim has been
settled and a release has been obtained from the clai � ant involved.
Although the claim concerned remains unsettled as of the expiration of the above 30-
day period, the Contractor may be deemed to be en�itled to a semi-final payment for
work completed, such semi-final payment to be in a�% amount equal to the total dollar
amount then due less the dollar value of any wr tten claims pending against the
Contractor arising out of the performance of such vr�rk, and such semi-final payment
may then be recommended by the Director.
The Director shall not recommend final payment to fi; Contractor against whom such a
claim for damages is outstanding for a period of six months following the date of the
acceptance for the work performed unless the Contractor submits evidence in writing
satisfactory to the Director that: �
(a)
(b)
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The claim has been settled and a release ha been obtained from the claimant
involved, or
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Good faith efforts have been made to settle s�ch outstanding claims, and such
good faith efforts have failed. '
aIf condition (a) above is met at any time within the s'x months period, the Director shall
recommend that the final payment to the Contracto �be made. If condition (b) above is
met at any time within the six month period, the Dir tor may recommend that the final
ppayment fio the Contractor be made. At the expir ion of the six months period, the
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a Director may recommend that final payment be m de if all other work, has been
performed and all other obligation of the Contractor h ve been met to the satisfaction
of the Director. �
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The Director may, if he deems it appropriate, refuse to ccept bids on other Department
of Engineering contract work from a Contractor again t whom a claim for damages is
outstanding as a result of work performed under a Ci� contract or under a developer-
let contract for City of Fort Worth street and/or storm drainage facilities.
24. QUALITY CONTROL TESTING: �F
24.1 The Contractor shall furnish at its own ex ��nse certifications b a rivate
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laboratory for all materials, proposed to be use� on the project, including a mix
design for any asphaltic and/or Portland ce ent concrete to be used, and
gradation analysis for sand and crushed stone t� be used along with the name of
the pit from which the material was taken. The contractor shall provide
manufacturer's certifications for all manufactur d items to be used in the project
and will bear any expense related thereto. �
24.2 Tests of the design concrete mix shall be mad� by the contractor's laboratory at
least nine days prior to the placing of con rete using ti�e same aggregate,
cement, and mortar which are to be used late in the concrete. The contractor
shall provide a certified copy of the test results o the City.
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24.4
Quality control testing of in-place material on this project will be performed by the
City at its own expense. Any retesting req�'red as a result of failure of the
material to meet project specifications will be t the expense of the contractor
and will be billed at commercial rates as deter ined by the City. The failure of
the City to make any tests of materials shall in no way relieve the contractor of
its responsibifity to furnish materials and � equipment conforming to the
requirements of the contract.
Not less than 24 hours notice shall be provided to the City by the contractor for
operations requiring testing. The Contractori� shall provide access and trench
safety system (if required) for the site to be te ted, and any work effort involved
is deemed to be included in the unit price for t$ item being tested.
24.5 The contractor shall provide a copy of the trip ticket for each load of fill material
delivered to the job site. The ticket shall spe ify the name of the pit supplying
the fill material.
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25. CUTTING OF CONCRETE: When existing concrete i cut, such cuts shall be made with
a concrete saw. All sawing shall be subsidiary to th unit cost of the respective item.
26. SANITARY FACILITIES FOR WORKMEN: The Contractor shall provide all necessary
sanitary conveniences for the use of workmen at the project site. Specific attention is
directed to this requirement. � �
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27. SUBSIDIARY WORK: Any and all work s ecificall � overned b documentar
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requirements for the project, such as conditions impos��d by the Plans, the General
Contract Documents or these special Contract Documeiits, in which no specific item
for bid has been provided for in the Proposal, shall be considered as a subsidiary item of
work, the cost of which shall be included in the price bid in the Proposal for each bid
item. Surface restoration cleanup and relocation of m�il boxes are general items of
work which fall in the category of subsidiary work. �
28. LEGAL RELATIONS AND RESPONSIBILITIES TO TH6 PUBLIC: The Contractor's
a particular attention is directed to the requirements of �Item 7, "Legal Relations and
Responsibilities to the Public" of the Standard Specificati Fns.
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29. RIGHT TO AUDIT:
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Contractor agrees that the City shall, until the ex iration of three (3) years after
final payment under this contract, have access t�and the right to examine and
photocopy any directly pertinent books, docume s, papers and records of the
Contractor involving transactions relating to this c tract. Contractor agrees that
the City shall have access during normal wo king 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 section. The
City shall give contractor reasonable advance noti�e of intended audits.
Contractor further agrees to include in all its sub ntracts hereunder a provision
to the effect that the subcontractor agrees t at the City shall, under the
expiration of three (3) years after final paymen� under the subcontract, have
access to and the right to examine and photoco� � any directly pertinent books,
documents, papers and records of such subcontr�ctor, involving transactions to
the subcontract, and further, that City shall hav� access during normal working
hours to all subcontractor facilities, and shall be provided adequate and
appropriate work space, in order to conduct a�dits in compliance with the
provisions of this article together with subsecti n(c) hereof. City shall give
subcontractor reasonable advance notice of iriten �d audits.
Contractor and subcontractor agree to photoco � such documents as may be
requested by the City. The City agrees to reimb� rse contractor for the cost of
copies as follows:
29.2
29.3
29.3.1 50 copies and under - 10 cents per page.
29.3.2 More than 50 copies - 85 cents for the first page plus fifteen cents
for each page thereafter. �
30. INCREASE OR DECREASE IN QUANTITIES: The quant ties shown in the proposal are
approximate. It is the Contractor's sole responsibili�y to verify all the pay item
quantities prior to submitting a bid.
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When the quantity of the work to be done or materials t'' be furnished under any major
pay item of the contract is more than 125% of the quantity stated in the contract,
whether stated by Owner or by Contractor, then eith "r party to the contract, upon
demand, shall be entitled to negotiate for revised consi ration on the portion of work
above 125% of the quantity in the contract. �
When the quantity of the work to be done or materials to be furnished under any major
pay item of the contract is less than 75% of the q'°antity stated in the contract,
whether stated by Owner or by Contractor, then eith r party to the contract, upon
demand, shall be entitled to negotiate for revised consi eration on the portion of work
below 75% of the quantity stated in the contract. This �aragraph shall not apply in the
event Owner deletes a pay item in its entirety from this contract.
A major pay item is defined as any individual bid item i rluded in the proposal that has
a total cost equal to or greater than 5 percent of the ori nal contract.
� A minor pay item is defined as any individual bid item included in the proposal that has
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a total cost less than 5 percent of the original contract. '
In the event Owner and Contractor are unable to agre on a negotiated price, Owner
and Contractor agree that the consideration will be th actual field cost of the work
plus 15% as described herein below, agreed upon in�;writing by the Contractor and
Director of Department of Engineering and approved by the City Council after said work
is completed, subject to all other conditions of the con act. As used herein, field cost
of the work will include the cost of all workmen, forem , time keepers, mechanics and
laborers; all materials, supplies, trucks, equipment rent for such time as actually used
on such work only, plus all power, fuel, lubricants, water and similar operating
expenses; and a ratable portion of premiums on pe�ormance and payment bonds,
public liability, Workers Compensation and all other i surance required by law or by
ordinance. The Director of Department of Engineering ill direct the form in which the
accounts of actual field cost will be kept and will reco mend in writing the method of
doing the work and the type and kind of equipment to� be used, but such work will be
performed by the Contractor as an independent Contractor and not as an agent or
employee of the City. The 15% of the actual field c�st to be paid to the Contractor
shall cover and compensate him for profit, overhea , general supervision and field
office expense, and all other elements of cost and e. ense not embraced within the
actual field cost as herein specified. Upon request, � e Contractor shall provide the
Director of Department of Engineering access fio a�l accounts, bills and vouchers
relating thereto.
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31. WAGE RATES: The labor classifications and minimum age rates set forth herein have
been predetermined by the City Council of the City of ort Worth, Texas, in accordance
with statutory requirements, as being the prevailing c��ssifications and rates that shall
govern on all work performed by the Contractor or an �sub-contractor on the site of the
Project covered by these Contract Documents. In no ent shall less than the following
rates of wages be paid.
32. CROSSING OF EXISTING UTILITIES: Where a sanifiary sewer line crosses over the
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storm drain the sanitary sewer or sanitary sewer servic� line shall be made water tight
a or be constructed of ductile iron pipe. The required ��ngth of replacement shall be
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determined by the Engineer. The material for sanitary sewer mains and sanitary sewer
laterals shall be Class 51 Ductile Iron Pipe with polyethy�ene wrapping. Adaptor fittings
shall be a urethane or neoprene coupling A.S.T.M. C.- 25 with series 300 Stainless
Steel compression straps. k
Payment for work such as backfill, fittings, tie-ins and al other associated appurtenants
required, shall be included in the linear foot price of appr�>priate bid item.
33. EXPLORATORY EXCAVATION: In addition to those areas as may be designated on the
Drawings, it shall be the Contractor's responsibility t'• excavate and locate existing
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utilities which may affect construction of the storm dr in. All exploratory excavations
shall occur far enough in advance to permit any neces � ry relocation to be made with
minimum delay. All costs incurred by the Contractor in aking exploratory excavations
shall be considered to be included in the unit price bid f constructing of storm drain or
the associated structures. �
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a 34. TEST HOLES: The matter of subsurface exploration to ascertain the nature of the soils,
including the amount of rock, if any, through which this pipeline installation is to be
made is the responsibility of any and all prospective �iidders, and any bidder on this
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Project shall submit his bid under the condition. Whet �er prospective bidders perform
this subsurFace exploration jointly or independently, �nd whether they make such
determinations by the use of test holes or other means, shall be left to the discretion of
such prospective bidders. k
A copy of the Boring Logs performed on the site, with locations as identified on the
plan, is attached as Appendix A at the back of the Sp cification documents. It should
be noted that this investigation was made for design p rposes only and that verification
of the subsurface conditions for purposes of deter ining difficulty of excavation,
trafficability, etc., the responsibility of the Contractor.
The cost of the rock removal and other associated a urtenants, if required, shall be
included in the linear foot bid price of the pipe.
35. TIE-INS: The Contractor shall be responsible for ma ing the tie-in from the existing
inlets to the new storm drain as shown on the plans. " It shall be the responsibility of
the Contractor to verify the exact location and elevatio � of the existing line tie-ins. Any
differences in locations and elevation of existing li tie-ins between the contract
drawings and what may be encountered in the sai work shall be considered as
incidental to construction. The cost of making ti -ins from existing storm drain
structures to new storm drain shall be included in the li ear foot bid price of the pipe.
36. EQUAL EMPLOYMENT PROVISIONS: The Contractor shall comply with City Ordinance
Number 7278 as amended by City Ordinance Numb�r 7400 (Fort Worth City Code
Sections 13-A-21 through 13-A-29) prohibiting discmm �ation in employment practices.
The Contractor sfiall post the required notice to that fect on the Project site, and, at
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his request, will be provided assistance by the City of F� rt Worth's Equal Employment
Officer who will refer any qualified applicant he may h� ve on file in his office to the
Contractor. Appropriate notices may be acquired from the Equal Employment Officer.
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37. SUBSIDIARY WORK: Any and all work specifical governed by documentary
requirements for the Project, such as conditions impo ed by the Plans, the General
Contract Documents or these Special Contract Docum nts, in which no specific item
for bid has been provided for in the Proposal, shall be co sidered as a subsidiary item of
work, the cost of which shall be included in the price b d in the Proposal, for each bid
item. Surface restoration and cleanup are general items of work which fall in the
category of subsidiary work.
EXEMPTIONS: This contract is issued b an �« anization which ualifies for
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exemption pursuant to the provisions of Article 20-04 iF) of the Texas Limited Sales,
Excise and Use Tax Act. All equipment and materials n�t consumed by or incorporated
into the Project construction, are subject to State � les tax under House Bill 11,
enacted August 15, 1991. All such taxes shall be incl ded in the various amounts on
the Proposal form. The successful Bidder shall be re�quired to submit a breakdown
between labor and material costs prior to execution of t e contract.
39. CONTRACTOR COMPLIANCE WITH WORKER'S COMP NSATION LAW:
39.1 Workers Compensation Insurance Coveraqe
39.1.1 Definitions:
Certification of coverage ("Certificate"). A cop � of a certificate of insurance, a
certificate of authority to self-insure issued by �the commission, or a coverage
agreement (TWCC-81, TWCC-82, TWCC-83, or TWCC-84), showing statutory
workers' compensation coverage for the person'§" or entity's employees providing
services on a project, for the duration of the proj�ct.
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Duration of the project-includes the time from t' e beginning of the work on the
project until the contractor's/person's� work on he project has been completed
and accepted by the governmental entity. �
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Persons providing services on the project ('iSubcontractor" in � 406.096)-
includes all persons or entities performing all or °art of the services the contractor
has undertaken to perform on the project, re ardless of whether that person
contracted directly with the contractor and rega dless of whether that person has
employees. This includes, without limit�tion, independent contractors,
subcontractors, leasing companies, motor carrl�rs, owner-operators, employees
of any such entity, or employees of any entity which furnishes persons to provide
services on the project. "Services" include, without limitation, providing, hauling,
or delivering equipment or materials, or provid g labor, transportation, or other
services related to a project. "Services" does ot include activities unrelated to
the project, such as food/beverage vendors, of ice supply deliveries, and delivery
of portable toilets. � jjj
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The Contractor shall provide coverage, based on �proper reporting of classification
codes and payroll amounts and filing of any covPrage agreements, which meet
a the statutory requirements of Texas Labor Cod �, Section 401.011(44) or all
employees of the contractor providing services on the project, for the duration of
the project.
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� The Contractor must provide a certificate of cove�age to the governmental entity
prior to being awarded the contract. ,
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If the coverage period shown on the contractor'.. current certificate of coverage
ends during the duration of the project, the contr�ctor must, prior to the end of
the coverage period, file a new certificate of cc�verage with the governmental
entity showing that coverage has been extended. i�
39.1.2 The contractor shall obtain from each p{ rson providing services on a
project, and provide to the governmental en ity:
39.1.2.1 a certificate of coverage, prior to tha� person beginning work on the
project, so the governmental entity 4Nill have on file certificates of
coverage showing coverage for al persons providing services on the
project; and
39.1.2.2 no later than seven days after rec ipt by the contractor, a new
certificate of coverage showing tension of coverage, if the
coverage period shown on the curr t certificate of coverage ends
during the duration of the project.
39.1.3
39.1.4
39.1.5
39.1.6
The Contractor shall retain all require" certificates of coverage for the
duration of the project and for one y�r thereafter.
The Contractor shall notify the go -ernmental entity in writing by
certified mail or personal delivery,� within ten(10) days after the
contractor knew or should have known, of any change that materially
affects the provision of coverage of any person providing services on
the project.
The Contractor shall post on each roject site a notice,in the text,
form and manner prescribed by th Texas Worker's Compensation
Commission, informing all persons roviding services on the project
that they are required to be covered, and stating how a person may
verify coverage and report lack of cqverage. ,
The Contractor shall contractually r quire each person with whom it
contracts to provide serviGes on a p� ject, to:
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provide coverage, based ,on proper reporting on classification
codes and payroll amounts �,and filing of any coverage
agreements, which meets the s atutory requirements of Texas
labor code, Section 401.011(44 for all its employees providing
services on the project, for the duration of the project;
39.1.6.2 provide to the contractor, prior� to that person beginning work
on the project, a certificate of verage showing that coverage
is being provided for all empl� yees of the person providing
services on the project, for the uration of the project;
39.1.6.3 provide the contractor, prior to he end of the coverage period,
a new certificate of coverage s owing extension of coverage, if
the coverage period shown n the current certificate of
coverage ends during the durati�n of the project;
39.1.6.4
39.1.6.5
39.1.6.6
39.1.6.7
obtain from each other perso � with whom it contracts, and
provide to the contractor: �
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a certificate of coverage, prior to the other person beginning
work on the project; and �
a new certificate of coverage howing extension of coverage,
prior to the end of the covera e period, if the coverage period
shown on the current certificate of coverage ends during the
duration of the project; •
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retain all required certificate of coverage on file for the
duration of the project and for ne year thereafter.
notify the governmental entit'� in writing by certified mail or
personal delivery, within ten(1 ) days after the person knew or
should have know, of any ch nge that materially affects the
provision of coverage of any person providing services on the
project; and
contractually require each pe on with whom it contracts, to
perform as required by p agraphs � 1) -(7), with the
certificates of coverage to be rovided to the person for whom
they are providing services
39.1.7 By signing this contract or providi g or causing to be provided a
certificate of coverage, the cor� ractor is representing to the
governmental entity that all employees of the contractor who will
provide services on the project � will be covered by worker's
compensation coverage for the d"ration of the project, that the
coverage will be based on proper re orting of classification codes and
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payroll amounts, and that all coverage agreements will be filed with
the appropriate insurance carrier or, in�he case of a self-insured, with
the commission's Division of Self-In urance Regulation. Providing
false or misleading information m�y subject the contractor to
administrative, criminal, civil penalties��r other civil actions.
39.1.8 The contractor's failure to comply w'th any of these provisions is a
breach of contract by the contractor hich entitles the governmental
entity to declare the contract void if e contractor does not remedy
the breach within ten days after rece'pt of notice of breach from the
governmental entity. k�
39.2 The Contractor shall post a notice on each pr ject site informing all persons
providing services on the project that they are re ired to be covered, and stating
how a person may verify current coverage and re ort failure to provide coverage.
This notice does not satisfy other posting requ"�ements imposed by the Texas
Worker's Compensation Act or other Texas Wor �er's Compensation Commission
rules. This notice must be printed with a title i� at least 30 point bold type and
text in at least 19 point normal type, and shall be,�in both English and Spanish and
any other language common to the worker pop ation. The text for the notices
shall be the following text, without any additiona��words or changes:
"REQUIRED WORKER'S COMPENSATION COVE �AGE"
� The law requires that each person workin on this site or providing service
related to this construction project ust be covered by workers'
compensation insurance. This includes persons providing, hauling, or
delivering equipment or materials, or pro iding labor or transportation or
other service related to the project, re�' rdless of the identity of their
employer or status as an employee". �
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Call the Texas Worker's Compensation t ommission at 512-440-3789 to
receive information on th�e legal requireme t for coverage, to verify whether
� your employer has provided the requi �d coverage, or to report an
employer's failure fio provide coverage".
SPOIL/FILL MATERIAL: Prior to the disposing of any��spoil/fill material, the Contractor
shall advise the Director of The Department of Engir�eering, acting as the City of Fort
Worth's Flood Plain Administrator ("Administrator"), � f the location of all sites where
the Contractor intends to dispose of such material. �� Contractor shall not dispose of
such material until the proposed sites have been determined by the Administrator to
meet the requirements of the Flood Plain Ordina ce of the City of Fort Worth
(Ordinance No. 10056). All disposal sites must be $ pproved by the Administrator to
ensure that filling is not occurring within a flood plai without a permit. A flood plain
permit can be issued upon approval of necessary en trineering studies. No fill permit is
required if disposal sites are not in a flood plain. Ap roval of the Contractor's disposal
sites shall be evidenced by a letter signed by the Administrator stating that the site is
not in a known flood plain or by a Flood Plain Fill Per�it authorizing fill within the flood
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NON-PAY ITEM N0. 1- CLEARING AND GRUBBING: ��
�All objectionable items within the limits of this proje t and not otherwise provided for
� shall be removed under this item in accordance with �tandard Specification Item 102,
"Clearing and Grubbing". This item shall also inclu e removing and disposing of all
� trees, stumps, and roots necessary for the construc on of the storm drain, as shown
on the Plans or as directed by the Engineer. �
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plain. Any expenses associated with obtaining the fill permit, including any necessary
engineering studies, shall be at Contractor's expense. I' the event that the Contractor
disposes of spoil/fill material at a site without a fil� permit or a letter from the
Administrator approving the disposal site, upon notifi ation by the Director of The
Department of Engineering, Contractor shall remove the � poil/fill material at its expense
and dispose of such materials in accordance with the rdinances of the City and this
section. '
EASEMENTS AND PERMITS: In the event addition ork room is required by the
Contractor, it shall be the Contractor's responsibility � o obtain permission from the
property owners involved for the use of additional pr�perty required. No additional
payment will be allowed for this item. All property af�ected by construction shall be
cleaned up after use and restored to their original co, ditions or better and shall be
subsidiary to contract.
INGRESS AND EGRESS: The Contractor shall prov��e ingress and egress to the
property being crossed by this construction and adjacent property when construction is
not in progress and at night. Drives shall be left acces�ible at night, on weekends, and
during holidays. r
43. HIGHWAY REQUIREMENTS: The Texas Departm �t of Transportation (TxDOT)
requirements pertaining to the construction of this proj ct are included herein and made
a part of these Specifications. They apply to any and all of the pertinent items
constructed on or within TxDOT R.O.W. Included herein are the following TxDOT
sections: �
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SPECIAL REQUIREMENTS FOR INSTALLATION OF UTILITIES ON HIGHWAY
RIGHT-OF-WAY ��
BACKFILL OF UTILITY TRENCHES '
SEEDING FOR EROSION CONTROL �
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BARRICADE AND CONSTRUCTION STANDARD� BC(1a) THRU BC(9) - 94
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44. CONSTRUCTION ITEMS:
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NON-PAY ITEM N0. 2- SPRINKLING FOR DUST CONT �L:
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All app�icable provisions of Standard Specifications I�m 200, "Sprinkling for Dust
Control" shall apply. However, no direct payment will b� made for this item and it shall
be considered incidental to this contract. •�
NON-PAY ITEM NO. 3- SILICONE JOINT SEALING:
This non-pay item includes the installation of a cfass , or class II low-module silicone
joint sealant system for the Portland Cement Concrete urb and Gutter. Specifications
for "Silicone Joint Sealing" are enclosed. This item is ubsidiary to Pay Item No. 17 -
"7-Inch Curb and 18-inch Gutter," and as such shall no be paid for directly.
PAY ITEM N0. 1- PROJECT DESIGNATION SIGN: -
The Contractor shall construct and install two (2) Proj �ct Designation Signs and it will
be the responsibility of the Contractor to maintain the igns in a presentable condition
at all times on each project under construction. Main enance will include painting and
repairs as directed by the Engineer. Refer to City of F k Worth Standard Specifications
for street and storm drain construction-page 400 and �to drawing on the last page of
this document.
PAY ITEM NO. 2- UTILITY ADJUSTMENT:
This item is included for the basic purpose af establishi g a contract price which will be
comparable to the final cost of making necessary ad stments required due to street
improvements to water, sanitary sewer, and n,�tural gas service lines and
appurtenances where such service lines and appurte ances are the property owner's
responsibility to maintain. An arbitrary figure ha been placed in the Proposal;
however, this does not guarantee any payment for u�lity adjustments, neither does it
confine utility adjustments to the amount shown in the Proposal. It shall be the
Contractor's responsibility to provide the services of � licensed plumber to make the
utility adjustments determined necessary by the Engi eer. No payment will be made
for utility adjustments except those adjustments deter ined necessary by the Engineer.
Should the Contractor damage service lines due to is negligence, where such lines
would not have required adjustment or repair otherwi e, the lines shall be repaired and
adjusted by the Contractor at the Contractor's � pense. The payment to the
Contractor for utility adjustments shall be the actual ��ost of the adjustments plus ten
percent (10%) to cover the cost of bond and overh�ad incurred by the Contractor in
handling the utility adjustments.
PAY ITEM N0. 3- REMOVING CONCRETE PAVEM NT, CURB AND GUTTER, AND
CONCRETE RIPRAP (IH-20 FRONTAGE ROAD) ,M
This item shall include the removal of concrete pave � nt and concrete riprap within the
IH-20 Right-of-Way, as shown on the plans. Beginni g at the IH-20 R.O.W. at Milmo
Road and ending at a place as shown on the plans t Me full width of the Frontage Road
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with monolithic curb is to be removed and disposed of �'`n a manner satisfactory to the
Engineer. Riprap, as indicated on the plans, is to remoJ"�ed and disposed of in a similar
manner.
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Measurement will be by the square yard as shown on the Proposal and will be full
compensation for the removal and disposition of the ��oncrete pavement and for all
labor, equipment, tolls and incidentals necessary to complete the job.
PAY ITEM N0. 4- CONCRETE PAVEMENT (IH-20 FRO�AGE ROAD)
This item shafl consist of the furnishing and construct��n of Portland cement concrete
pavement with monolithic curbs on a prepared subbas� course in accordance with the
details shown on the drawings.
This item shall abe governed by all applicable provision� of "Standard Specifications for
Construction of Highways, Streets and Bridges", Tex s Department of Transportation,
Item 360. � �M �
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The price bid per cubic yard as shown on the Proposal M ill be full payment for materials
including all labor, equipment, tools and incidentals ne��ssary to complete the job.
PAY ITEM NO. 5- H.M.A.C. BASE COURSE (IH-20 Fr ��taqe Road)
This item shall consist of the construction of a base �ourse as shown on the plans in
accordance with the details shown on the plans and �'n accordance with all applicable
provisions of "Standard Specifications for Construc�tion of Highways, Streets and
Bridges" Texas Department of Transportation Item 34
The price bid per cubic yard as shown on the Proposal, will be full payment for materials
including all labor, equipment, tools and incidentals ne��essary to complete the job.
PAY ITEM NO. 6- 8 INCH LIME STABILIZED SUBGR�DE (Road Mixed) (IH-20 Frontaqe
Road)
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This item shall govern the treatment of existing base y y pulverizing, adding lime, mixing
and compacting the treated material to the required�density as specified in "Standard
Specifications for Construction of Highways, Streets � nd Bridges" Texas Department of
Transportation Item 262 and in conformity with the �etails and where indicated on the
plans.
�PAY ITEM NO. 7- LIME FOR STABILIZATION OF SU GRADE (IH-20 Frontaqe Road)
Lime used for stabilization of base course shall be �ype B, Commercial Lime Slurry as
specified in "Standard Specifications for Constr�ction of Highways, Streets and
Bridges" Texas Department of Transportation Item 2 4.
Payment for this item shall be per ton as shown on t�e Proposal.
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PAY ITEM NO. 8- RIPRAP (IH-20 Frontage Road) �
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This item shall consist of the furnishing and placing of concrete riprap to replace that
removed to install the storm drain. This work shall be done in accordance with the
details shown on the drawings and meet the requirem� its of "Standard Specifications
for Construction of Highways, Streets and Bri� ges" Texas Department of
Transportation Item 432.3 (1) Concrete Riprap.
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The price bid per cubic yard as shown on the Proposal will be full payment for materials
including all labor, equipment, tools and incidentals nec�ssary to complete the job.
PAY ITEM NO. 9- REMOVING RAILING (1H-20 Frontag �° Road)
At the location in the project where the storm drain in �;allation requires the removal of
railing, such railing shall be completely removed and r��onstructed in accordance with
"Standard Specifications for Construction of Highways, Streets and Bridges" Texas
Department of Transportation Items 450 and 452. Thg replaced railing shall be of the
same type, dimensions, and spacing as those removed.
The work provided by this item shall be paid for by th linear foot of railing replaced.
The price bid per lineal foot as shown on the Proposal ill be full payment for materials
including all labor, equipment, tools and incidentals nec ssary to complete the job.
"STANDARD SPECIFICATIONS" IN ALL OF THE�` FOLLOWING ITEMS MEANS
STANDARD SPECIFICATIONS FOR STREET AND S'�ORM DRAIN CONSTRUCTION,
CITY OF FORT WORTH, TEXAS, TRANSPORT�ION AND PUBLIC WORKS
DEPARTMENT
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PAY ITEM NOS. 10, 28 and 37 - TREN�H REPAIR-H.M.A.C. SURFACE
This item will consist of the furnishing and placing of �F.M.A.C. surface where indicated
on the plans in accordance with Standard Specifica ions detail TYPICAL SECTION-
TRENCH REPAIR/TYPICAL H.M.A.C. SURFACE WITH �' OIL BASE.
This item shall be governed by all applicable provisions of Standard Specification Item
312. A°
The price bid per square yard as shown on the p�Oposal will be full payment for
materials including labor, equipment, tools, and incid�ntals necessary to complete the
work. �
� PAY ITEM NOS. 1 1 and 29 - TRENCH REPAIR-CONCRETE SURFACE
This item will consist of the furnishing and placing of oncrete surface where indicated
� on the plans in accordance with Standard Specific ions detail TYPICAL SECTION-
TRENCH REPAIR/CONCRETE PAVEMENT. �
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This item shall be governed by all applicable provisions of Standard Specification Item
.
314.
The price bid per square yard as shown on the pro� osal will be full payment for
materials including labor, equipment, tools, and incide �als necessary to complete the
work.
PAY ITEM N0. 12 - REMOVE EXISTING CURB AND Gll� TER
Where shown on the plans or where designated by the Engineer, existing curb and/or
gutter and existing laid down curb shall be removed and disposed of in a rnanner
satisfactory to the Engineer. Measurement will be by t�e linear foot for curb and gutter
as shown on the proposaf and will be full compensatio for the removal and disposition
of the curb, curb and gutter, laydown curb removed ar. i for all labor, equipment, tools,
and incidentals necessary to complete the work.
PAY ITEM NO. 13 - REMOVE EXISTING CONCRETE S14 EWALKS AND DRIVEWAYS
� �
Where shown on the plans or where designated by � he Engineer, existing concrete
sidewalks and driveways shall be removed and disposed of in a manner satisfactory to
� the Engineer. See Item 104 "Removing Old Concrete"��for specifications governing this
item. �
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PAY ITEM N0. 14 - REMOVE EXISTING 5 FOOT INLET
Standard Specification Item 542 shall apply except as � erein modified.
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This item shall include all labor, materials, and equi� rent necessary to remove and
dispose of the existing 5 foot inlets as shown on the plans and as directed by the
Engineer.
PAY ITEM NO. 22 - TYPE "A" ACCESS MANHOLE
This item consists of the furnishing of all materials an constructing in accordance with
the detailed drawings an access manhole completed a�t1 in-place.
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This item shall be governed by all applicable provision's of Standard Specification Item
444.
PAY ITEM N0. 23 - JUNCTION BOX �;
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This item shall govern for the construction of a Juncti n Box in accordance with these
specifications and to the lines and grades shown on �e plans. The junction box shall
consist of three (3) 10 foot x 10 foot Precast Bo� Culvert Sections, ASTM C789
Specification, joined together with 10 foot x 10 foot�Precast Box Plugs at each end.
Holes for 72 inch diameter pipe shall be cut at eac� end, holes for existing 48 inch
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� diameter pipe shall be cut to suit orientation of existin � pipe entering and exiting the
box and a hole for vertical access shall be cut in the��o of the box. Holes shall be
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shop cut. A 48 inch diameter riser pipe, a 48 inch x 3��oot cone with frame and cover
,� shall be provided for access to the box.
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This item shall be governed by all applicable provision�� of Standard Specification Item
441.
�PAY ITEM N0. 25 - BLOCK SODDING: �
This item shall be governed by Item 118, except as o p erwise modified herein. Block
sodding shall be utilized in parkways and to restore gr�ssed areas of the drainage and
utility �asements disturbed by excavation storm drain ir�"stallation.
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The determination of whether block sodding or hydromulch seeding shall be used in a
particular area shall be determined by the existing gr��s cover and as directed by the
Engineer.
PAY ITEM N0. 26 - HYDROMULCH SEEDING: ��
This item includes all work, materials, and equipment� equired to install all areas to be
seeded and hydromulched as shown on the plans or a�directed by the Engineer.
Materials shall be applied at the following rates or as a�proved by the Engineer:
a. Mulch with Tackifier 1,600 pounds per ac (36.75 Ibs/1,000 sf).
b. Fertilizer: 523 pounds per acre (12.0 Ibs/��000 sf).
c. Seed:
(1) Hulled Common Bermuda Grass: 8 pounds per acre (2 Ibs/1,000 sf)
(2) Rye Grass: 130 pounds per�acre (3��bs/1,000 sf).
The unit price bid per square yard shall be full pa�ment for this item, which shall
otherwise be governed by NCTCOG ltems 3.10 and 3�.11.
PAY ITEM NOS. 27, 34 and 44 - TRENCH SAFETY S�STEM:
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DESCRIPTION: This item will consist of�he basic requirements which the
Contractor must comply with in order t assure the safety and health of
workers in a trench. ��
GENERAL: The trench safety syste shall be used for all trench
excavations deeper than five (5) feet.� The Excavating and Trenching
Operation Manual of the Occupational �afety and Health Administration,
U.S. Department of Labor; Subpart P'shall be the minimum governing
requirement of this item and is hereby m� de a part of this specification.
MEASUREMENT: All trench safety syst� ms will be measured by the linear
foot. The quantity allocated for this p�oject is based on the linear foot
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amount of trench depth greater than five (5) feet and shall include mains,
service lines, and all other appurtenances. ��
Trench depth for payment purposes for Trench Safety Systems is the
vertical depth as measured from the top�� of the existing ground to the
bottom of the pipe.
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d. PAYMENT: Payment for trench safety sy tem shall be full compensation
for safety system design, labor, tools, ma �erial, equipment and incidentals
necessary to complete the work includi � removal of the system and
backfill.
PAY ITEM NOS. 33 and 43 - 9'-3" SQUARE STORM D AIN MANHOLE
This item consists of the furnishing of all materials anc� constructing in accordance with
the detailed drawings a 9 Ft.-3 Inch square manhole co��pleted and in-place.
This item shall be governed by all applicable provisions of Standard Specification Item
444. �
PAY ITEM NO. 35 REINFORCED CONCRETE COLLAR '
This item shall include all labor, materials, and equip a ent necessary to construct this
structure as shown on the plans and as directed b�, the Engineer completed and in
place in accordance with standard specifications etail Reinforced Concrete Collar
Detail. �
This item shall be governed by all applicable provisions of Standard Specification Item
444. �
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FUNDED BY
1993 CAPITAL IMPROVEMENT��PROGRAM
Scheduled Com leti�in Date
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Longhorn White (Blue Background w/White�� Letters)
Letters: City of Fort Worth — Bookman Demi Italic
Projecfi Title, Contractor & Date in Helveti��a
Other Letters in Helvetica �
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CLASS "A" REINFORCED CONCRETE
PAVEMEN7 REPLACEMENT
N0. 3 BARS ON 24" CENTERS
EXISTING CURB —BOTH WQYS WITH MIN. 2 BARS
& GUTTER x T LONGITUDINAL IN DITCH
#5 X 24" DOWEL � 24" C/G
-- DRILL & GROUT 12" INTO EXIST.
CONC. PAVEMENT
(TYPICAL EACH SIDE OF TRENCH CUT)
E IS CONC. EXISTING CURB
PAVEMENT 'Z �
SAW CUT� �� SAW CUT� EXfST CONC. & GUTTER
� � PAVEMENT
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• p . •'=C�a,� . 0 . : e • p . e . . • �• U �� �i i • . . . �p� . a •
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%� 2:27 CONCRETE �'
EXIST. BASE
(IF ANY)
DITCH WALL�w ,
PROPOSED FACILITY
INSTALLATION —'�--
' '_" ".., -- -= ,.�_ - .�� z
PIPE
NOTES:
N0. 1- REINFORCED CONCRETE PAVEMENT
SHALL BE REPLACED TO ORIGINAL
DEPTN OR TO A MINIMUM DEPTN OF 5'
WHICHEVER IS GREATER.
N0. 4- BEDDING OF PIPE TO MATCH
ADJACENT SECTIONS OR
SPECIFICATION 402, WHICHEVER
IS GREATER.
N0. 5- 2:27 CONCRETE MAY BE DELETED IF
HALF THE SPECIFIED THICKNESS OF
2:27 IS ADDED TO THE CLASS "A'
CONCRETE.
FILE N0. C-3226
�
.'�t��
�O � O Q � 'f2"
� �
w�`��=;:.��;': EXIST. BASE
L
�s.� �;x;`•�� (IF ANY)
ALL TRENCH BACKFILL SHALL
MEE7 REQUIREMENTS FOR
GRADATION 8� COMPACTION AS
SPECfFIED IN 17EM 402 OF THE
STANDARD SPECIFICATIONS FOR
CONSTRUCTION, PUBLIC WORKS
DEPT., CITY OF FORT WORTH, TX.
OR BACKFILL AS SPECIFIED IN
SECT[ONS Ei-2 & E2-2 OF THE
� SPECIFICATIONS FOR WATER
...... .....
.... „�.:;;.
'�"' DEPT. PROJECTS FORT WORTH
::::•..,�.,>,.
— �� .... >::.:�:..°��: �
....
..... ,...,...,.. '�—WA�C�E•PT.:��i'=O,�-OR7 --�
�� WORTH, TEXAS. ` "'� -'—�-- • ..
N0. 2- IF STEEI EXISTS IN CONCRETE N0. 3- REINFORCED CONCRETE PAVEMENT
PAVEMENT TO BE CUT, THE STEEL SHALL BE REPLACED OVER TRENCH, AS
SHALL BE CUT & SALVAGED AS SHOWN, IN THE EVEN7 NON-REINFORCED
POSSIBLE. A MINIMUM LAP SPLICE CONCRETE PAVEMENT IS REMOVED.
DiSTANCE OF 12' SHALL BE PROVIDED.
TYPICAL SECT�QN - TRENCH REPAIR
CONCRETE PAVEMENT
City o f Fort Worth, Texas
Department of Transportation and Public Works
Engineering Division �
REV. - 6-1- 76
REV. - 11-1- 79
REV. - 12-15-80
REV. - 8-30-82
REV. - 4-84
FIG. 1
� � � � �� �� � � � �� , �' � � � �� � � � �
w 3 c a� co a�D �o �omw
EXISTING CURB
& GUT•TER �
F�
EXIST H.M.A.C.
SURFACE —
CEE NOTE 40 BELOW
H.M.A,C _PAVEMENT
EXIST. BASE
lIF ANY) —
NOTES:
iQ 2:27 CONCRETE SHALL BE INSTALLED A MIN. OF 8'
BELOW 80TTOM OF EXIST. H.M.A.C. PAVEMENT.
O2 ALL EXIST, ASPHALT SHALL BE REPLACED TO THE
ORIGINAL OEPTH. MINIMUM PAVEMENT REPLACEMENT
SHALL BE 2" OF FINE GRADED SURFACE COURSE.
� ` �i BEOD�MG OF�PE� T�A�7Y��'°CH.k�lAEEN�S�;TIO�QR_<
SPECIFICATION 402, WHICHEVER IS MORE STRINGEIVT.
40 ON MAJOR PROJECTS, THE PROJECT ENGINEER OR
DESIGNER MUST EVALUATE THE FULL WIDTH OF
EXISTING H.M.A.C. PAVEMENT AS TO THE THICKN�SS,
CONDITION � ABILITY TO WITHSTAND CONSTRUCTION
. LOADIN6. IF APPROPRIATE, THE FULL WIDTH Of
SURFACE SHALL BE REMOVED & REPLACED WITH
APPROPRIATE TREATMENT TO EXISTING BASE OR
SUBGRADE MATERIAL.
FILE NQ. C-3229
.�^ �.����
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.'e,' ,'e, ,•e.'
' . � •. °�.-�i'
PROPOSED FACILITY
INSTALLATtON
TYP�CAL SECTlON - TRENCH REPAIR
TYPiCAL H. M. A. C.�' SURFACE WITH S�IL BASE
City of Fort Worth, Texas
Department of Transportation and Public Works
� Engineering Division
EXIST H.M,A.C.
SURFACE --�
EXIST�NG CURB
.& GUTTER
V • D •
A • p
e , a • > • �
�7--r._ � .. ° • .
�., _.�. .......,..�.� ��� H����
ALL 7RENCH BACKFILL SHALL
MEET REQUIREMENTS FOR
GRADAiION $ COMPACTION AS �
�3�=�,-� SPECIFIED IN ITEM 402 OF THE
�`�"'*`• STANDARD SPECIFICATIONS FOR
CONSTRUCTIOfV, PUBLIC WORKS
DEPT., CITY OF FORT WORTH, TX.
_ OR BACKFILL AS SPECIFIED IN
'=�''' SECTIONS E1-2 � E2-2 OF THE
�� � == ---. _ �S�C I �C�10 N S,.�Q$_WA�T E R
'''' � P IPE DEPT. PROJECTS' ,�bRT VP�f7TH A� �
WATER DEPT., CITY OF FORT
.,_ � � DITCH WALL WQRTH, TEXAS.
REV. - it-1- 79
REV. - 12-15- 80
REV. - 6-30-82
FIG. 4
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SECTION D
�
LJNIT I & TI
(Water Department & Transportation/P lic Works)
,: .
Bid Proposal
Certificate of Insurance
Bonds �
Workman's Compensation
Contracts
. ;
� ;::,:�:.�::::::::::::, ::::::::::::::::::::.>.::::::.>':'„`:'.'.'<::
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CONTRACTOR COMPLIANCE TH
WORKERS' COMPENSATION ,AW
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Pursuant to V.T.C.A Labor Code Section 406.096, Contractor -rtifies that it provides workers'
compensation insurance coverage for all its employees employed on ci�f Fort Worth Project Number C111-
020111-028887,PW53-060530175080 & PS58-070580174270
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S. J. LOUIS CONSTRUCTION CO..
I'NC.
' CONTRACTOR
By: ��► � � .
STATE OF TEXAS
COUNTY OF TARRANT
�
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BEFORE ME, the undersigned authority, on this day
known to me be the person whose name is subscribed to the fore oing
executed the same as the act and deed of ,S �, �( �j �S�T
therein expressed and in the capacity therein stated.
'J GIVEN UNDER MY HAND AND SEAL OF
rl��.�� .19�_.
J����NY'PU���i PAM G. CRABLE
` o.`!- . . ., d�i!.
=_: �= NOTARY PUBLIC
N'•�'r� STATE OF TEXAS
'��%�F OF ���1 MY COMM. EXP. O$-25-01
�//11111��
�P.
Title
ii/2�99
'• Date
�,
,
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appeared �
, and acknowledged to me that he
for the purpose and consideration
this � �V� day of
ary Public in anii for
State of Texas
�
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PERFORMANCE BOND
�
THE STATE OF TEXAS
COUNTY OF TARRANT
a KNOW ALL MEN BY THESE PRESENTS: That we (1) S.J. LOUIS CONSTRUCTION COMPANY,
INC. a (2) CORPORATION of TEXAS, hereinafter call Principal, and
(3)Hartford Fire Insurance Comi�an�7a corporation organized and existing under the laws of the State
h and fully authorized to transact business in the State of Texas, as Surety, are held and firnnly bound unto the City of
Fort Worth, a municipal corporation organized and existing under the laws of the State of Texas, hereinafter called
,_ , Owner, in the penal sum of:
TWO MILLION SEVEN HUNDRED TWENTY THOUSAND NINE HUNDRED NINETY-SIX AND 30/100..
f$2,720.996.301 Dollars in lawful money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for
the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators
and successors, jointly and severally, firmly by these presents.
THE CONDITION OF THIS of: OBLIGATION i��.u� �at, t�i�r,�as, the Principal entered into a certain
� contract with the City of Fort Worth, the Owner, dated the C t �y ya copy of which is hereto attached and
� made a parc hereof, for the construction of:
�
HIGHLAND HILLS STORM DRAIN IMPROVEMENTS
designated as Project No. (s) C111-020111-028887, PW53-060530175080. & PS58-070580174270, a copy of
which contract is hereby attached, refarred to, and made a part hereof as fully and to the same extent as if copied at
length herein, such project and construction being hereinafter referred to as,the "work".
NOW THEREFORE, if the Principal shall well, truly, and faithful]y perform the work in accordance with
the.plans, specifications, and contract documents during the original term thereof, and any extensions thereof which
� may be granted by the Owner, with or without notice to the Surety, and if he shall satisfy all claims and demands
incurred under such contract, and shall fully indemnify and save harmless the Owner from all costs and damages
which it may suffer by reason of failure to do so, and shall reimburse and repay the Owner all outtay and expense
� which the Owner may incur in making good any default, then this obligation shall be void; othenvise to remain in
full force and effect.
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PROVIDED FURTHER, that if any legal action filed upon this bond, venue shal! lie in Tarrant County,
State of Texas.
AND PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and agrees that no
change, extension of time, alteration or addition to the terms of the contract or to the ��ork to be performed
thereunder or the specifications accompanying the same shall in any wise affect its obligations on this bond, and it
does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or
to the work or to the specifications.
IN WITNESS WHEREOF, this instrument is executed in 8 counterparts each one of which shall be deemed
`� an original, this th���'. �,� �f��_ �9��
' ATTEST:
�
S.J. LOUIS CONSTRUCTION COMPANY, INC.
(Principal) Secretary PRINC[PAL (4) .
BY: � %��
Title: ,�/�
(SEAL) PO BOX 202384
ARLINGTON, TX 76006
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-a�/itt�ess.,as �aP�in�iD.al
#2
�
Address
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ATTEST:
(Surety) Secretary
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(SEAL)
� i��,..�.s��`�!-
Witness as to Surety
� 1000 Shelard Parkway #250
(Address)
Minneapolis, MN 55426
(Address)
Hartford Fi nsurance Company
--�� Sure
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Duane Mischke�Attorney-in-fact) (5)
1000 Shelard Parkway #250
Minneapolis, MN 55426
(Address)
NOTE: Date of Bond must not be
prior to date of Contract
(1) Correct Name of Contractor
(2) A Corporation, a Parmership or an
Individual, as case may be
(3) Correct narne of Surety
(4) If contractor is Partnership all
Partners should execute Bond
(5) A true copy of Power of Attomey
shall be attached to Bond by
Attorney-in-Fact..
� F2
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PAYMENT BOND
�
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THE STATE OF TEXAS �
COUNTY OF TARRANT �
KNOW ALL MEN BY THESE PRESENTS: That we (I) S.J. LOUIS CONSTRUCTION COMPANY,
INC. a(2) Corporation of Texas, hereinafter calf Principal, and (3} Hartford Fire Insurance Comt��y
� corporation organized and existing under the iaws of the State and fully authorized to transact business in the State
of Texas, as Surety, are held and firmly bound unto the City of Fort Worth, a municipal corporation organized and
�� existing under the laws of the State of Texas, hereinafter called Owner, and unto all person, firms, and corporations
�, who may furnish materials, for or perform labor upon the building or improvements hereinafter referred to in the
penal sum of :
��„
�-
TWO MILLIOiY SEVEN HU1vDRED TWEIYTY THOUSAND NIKE HUNDRED NINETY-SIX AND 30/100..
($2,720,996.301 Dollars in ]awfu] money of the United States, to be paid in Fort Worth, Tarrant County, Texas, for
the payment of which sum well and truly be made, we hereby bind ourselves, our heirs, executors, administrators
and successors, jointly and severally, firmly to these presents.
`'" THE CONDITION OF TH1S OBLIGATION is such that Whereas, the Principal entered into a certain
contract with the City of Fort Worth, the Owner, dated the �a� �f ��r , A.D. , 1999 a copy of which is
� hereto attached and made a part thereof, for the construction of::
�..�
HIGHLAND HILLS STORM DRA1N IMPROVEMENTS
�
�...,
Project No. (s) C111-020111-028887, PW53-060530175080 & PS58-070580174270 a copy of which is
hereto attached, referred to and made a part hereof as fully and to the same extent as if copied at length herein, such
project and construction being hereinafter referred to as the "work".
NOW THEREFORE, the condition of this obligation is such that, if the Principal shall promptly make
payment to all claimants as defined in Article 5160, Revised Civil Statutes of Texas, supplying labor and materials
in the prosecution of the work provided for in said Contract, then this obligation shall be null and void, otherwise it
shal] remain in full force and effect.
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THE BOND IS MADE AND ENTERED into solely for the protection of all claimants supplying labor and
material in the prosecution of the work provided for in said Contract, as ciaimants are defined in said Article 5160,
and all such claimants shall have a direct right of action under the bond as provided in Article 5160 of the Revised
Civil Statutes.
PROVIDED FURTHER, that if any legal action be filed upon this bond, venue shal] lie in Tarrant County,
State of Texas, that the said Surety, for value received, hereby stipulates and agrees that no change, extension of
tune, alteration of addition to the terms of the contract or to the work to be performed thereunder or the specification
s accompanying the same shall in any wise affect its obligation on this bond, and it does hereby waive notice of any
such change, extension of time, alteration or addition to the terms of the contract or to the work to the specifications.
PROVIDED FURTHER, that no final settlement between the Owner and the Contractor shall abridge the
right of any beneficiary hereunder whose claim may be unsatisfied.
IN WITN �SS WHEREOF, this instrument is executed in 8 counterparts each one of which shall be deemed
an original, this the�� l� c�ly�of��_ A.D., ] 999.
ATTEST:
�,,,
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(Principal) Secretary
�� �� � � ���
�
Wimess as to Principal
�' Po. �ox o�oa3g�,� �Gr'n��ri .%x
`" Addr�ss �
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ATTEST:
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(SEAL)
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(Surety) Secretary
S.J. LOUIS CONSTRUCTION COMPANY. INC.
PRINCIP 4
BY:
Title:
PO BOX 202384
ARLINGTON, TX 76006
(Address)
� /�
(SEAL)
Hartfor-� �'ire Ix surance Co any �
%� / Surery �
�Y_=�_��-���.� `� ,/.f� ,/�
Duane %Iischke(Attorney-tn-fact) (5)
1000 Shelard Parkway #250
Minneapolis, Mt�JJ 55426
(Address)
(Address)
NOTE: Date of Bond must not be prior to date
of contract
(1)
�2)
(3)
(4)
r-�,,.-,��s;l��-��-
� , Wimess as to Surety
�-� 1000 Shelard Parkway #250
Minneapolis, MN 55426
r (Address)
(5)
Correct Name of Contractor
A Corporation, a Partnership or an
Individual, as case may be
Correct name of Surety
If contractor is Partnership all
Partners should execute Bond
A true copy of Power of Attomey
shall be attached to Bond by
Attorney-in-Fact..
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MAINTENANCE BOND
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THE STATE OF TEXAS �
COUNTY OF TARRANT §
� KNOW ALL MEN BY THESE PRESENTS: That (1) S.J. LOUIS CONSTRUCTION COi�'IPANY,
, INC. as Principal, acting herein by and through (2) �iart-f�rr� Fi ra Tnc �,�, its duly authorized
and (3) a corporation organized under the
.. laws of the 5tate of TEXAS, as surety, do hereby acknowledge themselves to be heid and bound to pay unto the
City of Fort Worth, A Municipal Corporation, chartered by virtue of Constitution and laws of the State of Texas, at
'' Fort Worth, in Tarrant County, Texas the sum of
TWO MILLION SEVEN HUNDRED TWENTY THOUSAND NINE HUNDRED NINETY-SIX AND 30/100..
(�2.720,996.30) in lawfu[ money of the United States, for the payment of which sum wel[ and truly be made unto
said City of Fort Worth and its successors, said Contractor and surety do hereby bind themselves, their heirs,
executors, administrators, assigns and successors, jointly and severally.
This obligation is conditioned, however; that,
�
WHEREAS, the Principal has entered into a certain contract with the City of Fort Worth,�, (,•' ��• the i:jr; ;
`' performance of the folloeving described public work and the construction of the following described public
�,., improvements:
HIGHLAND HILLS STORM DRAtN IMPROVEMENTS
of same being referred to herein and in said contract as the Work and bein� designated as project C111-OZO111-
028887, PW53-060530175080 & PS58-070580174270 and said contract, including a(1 of the specifications,
conditions and written instruments referred to therein as contract documents bein� hereby incorporated herein by
,,,,, reference for all purposes and made a part hereof, the same as if set out verbatir�� herein; and ,
WHEREAS, in said Contract, Contractor binds itself to use such materials and to so construct the work that
it will remain in good repair and condition for and during the period One (1) Year after the date of the final
acceptance of the work by the City; and
WHEREAS, said Contractor binds itself to maintain said work in good repair and condition for said term of
One (11 Year; and,
WHEREAS, said Contractor binds itself to repair or reconstruct the work in whole or in part at any time
within said period, if in the opinion of the Director of the Water Department of the City of Fort Worth, it be
necessar}�; and,
�„ WHEREAS, said Contractor binds itself, upon receiving notice of the need therefor to repair or reconstruct
said work as herein provided.
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NOW THEREFORE, if said Contractor shall keep and perform its said a�reement to maintain, repair or
• reconstruct said work in accordance with all the terms and conditions of said Contract, these presents shall be null
and void, and have no force or effect. Otherwise this Bond sha(I be and remain in ful[ force and effect, and said
City shall have and recover from the said Contractor and its surety damages in the preRiises prescribed by said
Contract. This obligation shall be continuino one and successive recoveries may be had hereon for successive
breaches until the ful] amount hereof is exhausted.
WHEREAS, all parties covenant and agree that if any legal action be filed upon this bond, venue shall lie
in Tarrant County, Texas; and,
IN WITNESS WHEREOF, this instrument is executed in 8 counterparts, each one of which shall be
� deemed an original, date�'f'"t f� f�:�r�
ATTEST:
r
(Principal) Secretary
(Seal)
�.
�
a�
_ �.�u � � Cr�.hC�
Witness as to Principal
�
. . D aioe�38 %X
4 ' (Addres J
,,,,, ATTEST:
(Surety) Secretary
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(SEAL)
/��
Witness as to Surety
1000 Shelard Parkway #250
Minneat�olis. MN 554�6
S.J. LOUIS CONSTRUCTION CONII'ANY. INC.
PRINCIPAL (4)
BY: /y
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Titie: �/P
PO BOX 20?384
ARLINGTON. TX 76006
(Address)
Hartfsa��Fire I 1urance Co�pany
/ Suret �;����
Y: `� _ �, C�dc�. �
Duane Nlischl��ttorney-in-fact) (5)
1000 Shelard Parkwav
Mpls. , MN (Address) 55426
NOTE: Date of Bond must not be prior to
date of Contract
(1) Correct Name vf Contractor
(2) A Corporation, a partnership or an
lndividual, as case may be
(3) Correct name of Surety
(4) If Contractor is Partnership all
Partners should execute Bond
(5) A true copy of Power of Attomey
shall be attached to Bond by
Attorney-in-Fact.
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' STATE OF MINNESOTA
On this day of , , before me appeared DUANE MISCHKE
' to me personally known, who, being duly sworn, did say that he/she
is the ATTORNEY-IN-FACT of HARTFORD FIRE INSURANCE COMPANY, that
the seal affixed to the foregoing instrument is the corporate seal
� of said corporation; that said instrument was signed arid sealed on
behalf of said corporation by authority of its Board of Directors,
and said DUANE MISCHKE acknowledged said instrument to be the free
' act and deed of said corporation.
�
J?ssys `
ss
Notary Public
� c<�:G J.fi a9�s`:�iY�Jd'lrb:'tOf�i�MCK�"f .�. tiey. liS�fw"�
County and Date of a... �. �: r,� � `,-
:, F�T, IC�� H� h� i f'S
Expiration of Commission;' �"�r+� t.c:�Y,�RVfv•�'..�C.i ��t ITn.
� V;� y A:7 Coir.m:ssior. Expi:cs 1an. 3'. :(F�J �
� �� ' 5::: ... • vC
�:• _'tC:io^.io4'LOmOa�'�iy80Y�rGii�W►�`'�vuv..'^��
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DUANE MISCHKE, DAN BORRELL, PATRICIA K BORCHERS, CHARLES W. FIEBIG
and PETER M. BRADT of MINNEAPOLIS, MINNESOTA
its true and lawful Attorney(s)-in-Fact, with full power and authority to each of said Attomey(s)-in-Fact, in their separate capacity if more
than one is named above, to sign, execute and acknowledge any and all bonds and undertakings and other writings obligatory in the
r„ nature thereof on behalf of ihe Company in its business of guaranteeing the fidelity of persons hoiding places of public or private trust;
guaranteeing the performance of contrects other than insurance policies; guaranteeing the performance of insurance contracts where
surety bonds are accepted by states and municipalities, and executing or guaranteeing bonds and undertakings required or permitted in
� all actions or proceedings or by law aliowed, and to bind HARTFORD FIRE INSURANCE COMPANY thereby as fuily and to the same
extent as if such bonds and undertakings and other writings obligatory in the nature thereof were signed by an Executive Officer of
HARTFORD FIRE INSURANCE COMPANY and sealed and attested by one other of such O�cers, and hereby ratifies and confirms all
that its said Attomey(s)-in-Fact may do in pursuance hereof.
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HARTFORD FIRE INSURANCE COMPANY
Know all men by these Presents, That HARTFORD FIRE INSURANCE COMPANY, a corporation duly organized
under the laws of the State of Connecticut, and having its principal office in the City of Hartford, County of Hartford, State of Connecticut,
does hereby make, constitute and appoint
This Power of Attorney is granted under and by authority of the By-Laws of HARTFORD FIRE INSURANCE COMPANY, ("the Company")
as amended by the Board of Directors at a meeting duly called and held on July 9, 1997, as foilows:
ARTICLE IV
SECTION 7. The President or any Vice President or Assistant Vice-President, acting with any Secretary or Assistant Secretary shall have power
and authority to sign and execute and attach the seal of the Company to bonds and undertakings, recongnizances, contrads of indemnity and other
writings obligatory in the nature thereof, and such instruments so signed and executed, with or without the common seal, shall be valid and binding upon
the Company.
SECTION 8. The President or any Vice-President or any Assistant Vice President acting with any Secretary or Assistant Secretary, shall have
power and authority to appoint, for purposes only of executing and attesting bonds and undertakings and other wrkings obligatory in the nature thereof,
one or more resident Vice Presidents, resident Assistant Secretaries and Attorneys-in-Fad and at any time to remove any such resident Vice-President,
resident Assistant Secretary, or Attomey-in-Fact, and revoke the power and authoriry given to him.
Resolved, that the signatures of such Officers and the seal ot the Company may be affixed lo any such power of attomey or to any ceAificate relating thereto by
facsimile, and any such power of attomey or certificate bearing such Yacsimile signatures or facsimile seal shall be valid and binding upon the Company and any such power so
executetl antl certified by facsimile signatures and facsimile seal shall be valitl and Dintling upon the Company in the future wiM respect to any bond or undertaking to which it is
attached.
In Witness Whereof, HARTFORD FIRE INSURANCE COMPANY has caused these presents to be signed by its Assistant Vice
President, and its corporate seal to be hereto affixed, duly attested by its Secretary, this 15th day of September, 1997.
Attest: HARTFORD FIRE INSURANCE COMPANY
�'' , r - �
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Richard A. Hermanson, Secretary
STATE OF CONNECTICUT
� ss.
COUNTY OF HARTFORD
Hartford, Connecticut
POWER OF ATTORNEY
��F * � BW�.�'
� SEAL �
:!�'�p� *
^'ORAi���o
John F. Burke, Assistant �ce President
On this 15th day of September, A.D. 1997, before me personally came John F. Burke, to me known, who being by me duly sworn, did
� depose and say: that he resides in the County of Hartford, State of Connedicut; that he is the Assistant Vice-President of HARTFORD
FIRE INSURANCE COMPANY, the corporation described in and which executed the above instrument; that he knows the seal of the
said corporation; that the seal a�xed to the said instrument is such corporate seal; that it was so affixed by order of the Board of
Directors of said corporation and that he signed his name thereto by like order.
+'"' � + (! � •
� STATE OF CONNECTICUT *' +��r'�
� SS. � ��� ' Jean H. Woaiiak
COUN7Y OF HARTFORD xotaryPablic
CERTIFICATE MyCoaanusionExpsseshme30,2004
I, the undersigned, Secretary of HARTFORD FIRE INSURANCE COMPANY, a Connecticut Corporation, DO HEREBY CERTIFY
that the foregoing and attached POWER OF ATTORNEY remains in full force and has not been revoked; and furthermore, that Article IV,
" Sections 7 and 8 of the By-Laws of HARTFORD FIRE INSURANCE COMPANY, set forth in the Power of Attorney, are now in force.
�
Signed and sealed at the City of Hartford.
Dated the day of 19
�f'�
� * � �� �i I�
¢ SEAL "
•"�„�,a
Robert L. Post, Secretary
CI
I I Form 53507-9 (HF) Printed in U.S.A.
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CITY OF FORT WORTH, TEXAS
CONTRACT
THE STATE OF TEXAS
KNOW ALL MEN BY THESE PRESENTS
� COUNTY OF TARRANT
This agreement made and entered into this the � � i:`da� df '��v:� A.D., 1999, by and
� between the CITY OF FORT WORTH, a municipal corporation of Tarrant County, Texas,
� organized and existing under and by virtue of a special charter adopted by the qualified voters
„ within said City on the l lth day of December, A.D. 1924, under the authority (vested in said
voters by the "Home Rule" provision) of the Constitution of Texas, and in accordance with a
�-' resolution duly passed at a regular meeting of the City Council of said city , and the City of Fort
Worth being hereinafter termed Owner, S.J. LOUIS CONSTRUCTION COMPANY. INC.,
�' HEREINAFTER CALLED Contractor.
WIT'NESSETH: That said parties have agreed as follows:
�
� That for and in consideration of the payments and agreements hereinafter mentioned to
be made and performed by the Owner, and under the conditions expressed in the bond bearing
even date herewith, the said Contractor hereby agrees with the said Owner to commence and
r„ complete the construction of certain improvements described as follows:
HIGHLAND HILLS STORM DRAIN IMPROVEMENTS
2.
� That the work herein contemplated shall consist of furnishing as an indeoendent
contractor all labor, tools, appliances and materials necessary for the construction and completion
of said project in accordance with the Plans and Specifications and Contract Documents prepared
by the Department of Engineering for the Transportation and Public Works Department of the
City of Fort Worth adopted by the City Council of the City of Fort Worth, which Plans and
� Specifications and Contract Documents are hereto attached and made a part of this contract the
same as if written herein.
3.
�`" The Contractor hereby agrees and binds himself to commence the construction of said
work within ten (10) days after being notified in writing to do so by the Department of
� Engineering of the City of Fort Worth.
C�
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The Contractor hereby agrees to prosecute said work with reasonable diligence after the
commencement thereof and to fully complete and finish the same ready for the inspection and
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approval of the Department of Engineering of the City of Fo`�t Worth and the City Council of the
City of Fort Worth within a period of 210 workin� days.
OIf the Contractor should fail to complete the work as set fort� in the Plans and Specifications and
Contract Documents within the time so stipulated, plus any additional time allowed as provided
� in the General Conditions, there shall be deducted from any monies due or which may thereafter
become due him, the sum of $630 Per working day, not as penalty but as liquidated damages,
the Contractor and his Surety shall be liable to the Owner for �uch deficiency.
� 5 �
.� .
Should the Contractor fail to begin the work herein� provided for within the time herem
� fxed or to carry on and complete the same according to the�-rue meaning of the intent and terms
of said Plans, Specifications and Contract Documents, then the Owner shall have the right to
either demand the surety to take over the work and complete same in accordance with the
� Contract Documents or to take charge of and complete the v��Ork in such a manner as it may deem
proper, and if in the completion thereof, the cost to the said ity shall exceed the contract price or
prices set forth in the said plans and specifications made a'art hereof, the Contractor and/or its
� Surety shall pay said City on demand in writing, settin forth and specifying an itemized
statement of the total cost thereof, said excess cost. �
� 6 '
Contractor covenants and agrees to indemnify City s engin �r and architect, and their personnel
at the project site for Contractor's sole negligence. In addrtion, Contractor covenants and agrees
� to indemnify, hold harmless and defend, at its own expense, the Owner, its officers, servants and
employees, from and against any and all claims or suits for property loss, property damage,
personal injury, including death, arising out of, or alleged to arise out of, the work and services to
be performed hereunder by Contractor, its o�cers, agents, � mployees, subcontractors, licensees
� or invitees, whether or not anv such iniurv. damaQe o� death is caused, in whole or in
part, bv the neQli�ence or alle,�ed ne�li�ence of wner. its of�cers, servants, or
� emplovees. Contractor likewise covenants and agrees t indemnify and hold harmless the
Owner from and against any and all injuries to Owner's offi ers, servants and employees and any
damage, loss or destruction to property of the Owner arisin from the performance of any of the
Q terms and conditions of this Contract, whether or not anu uch iniury or damaQe is caused
in whole or in nart bv the neslisence or alleged n�li�ence of Owner. its officers,
servants or emvlovees..
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In the event Owner receives a written claim for damages against the Contractor or its
subcontractors prior to final payment, final payment shall n� t be made until Contractor either (a)
submits to Owner satisfactory evidence that the claim has �en settled and/or a release from the
claimant involved, or (b) provides Owner with a letter om Contractor's liability insurance
carrier that the claim has been referred to the insurance carri �r.
The Director may, if he deems it appropriate, refuse to acc �pt bids on other City of Fort Worth
public work from a Contractor against whom a claim for c��mages is outstanding as a result of
work performed under a City Contract. :
7.
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The Contractor agrees, on the execution of this Contract, and before beginning work, to
make, execute and deliver to said City of Fort Worth good and sufficient surety bonds for the
faithful performance of the terms and stipulations of the Contract and for the payment to all
claimants for labor and/or materials furnished in the prosecution of the work, such bonds being as
provided and required in Article 5160 of the Revised Civil Statutes of Texas, as amended, in the
form included in the Contract Documents, and such bonds shall be for 100 percent of the total
contract price, and said surety shall be a surety company duly and legally authorized to do
business in the State of Texas, and acceptable to the City Council of the City of Fort Worth.
8.
Said City agrees and binds itself to pay, and the said Contractor agrees to receive, for all
of the aforesaid work, and for all additions thereto or deductions therefrom, the price shown on
the Proposal submitted by the successful bidder hereto attached and made a part hereof. Payment
will be made in monthly installments upon actual work completed by contractor and accepted by
the Owner and receipt of invoice from the Contractor. The agreed upon total contract amount
(including/excluding) alternates N/A, shall be TWO MILLION SEVEN HiJNDRED
TWENTY THOUSAND NINE HUNDRED NINETY-SIX AND 30/100...Dollars,
($2,720,996.30).
�
It is further agreed that the performance of this Contract, either in whole or in part, shall
not be sublet or assigned to anyone else by said Contractor without the written consent of the
Director of the Department of Engineering.
10.
� The Contractor agrees to pay at least the minimum wage per hour far all labor as the
same is classified, promulgated and set out by the City of Fort Worth, Texas, a copy of which is
attached hereto and made a part hereof the same as if it were copied verbatim herein.
�
11.
� It is mutually agreed and understood that this agreement is made and entered into by the
parties hereto with references to the existing Charter and Ordinances of the City of Fort Worth
and the laws of the State of Texas with references to and governing all matters affecting this
� Contract, and the Contractor agrees to fully comply with all the provisions of the same.
IN WI"TNESS THEREOF, the City of Fort Worth has caused this instrument to be signed in 8
counterparts in its name and on its behalf by the City Manager and attested by its Secretary, with
the corporate seal of the City of Fort Worth attached. The Contractor has executed this
�= instrument through its duly authorized officers in 8 cownterparts with its corporate seal attached.
�: ��." ' "'
� Done in Fort Worth, Texas, this the day of ^^ ^, A.D., 1999.
�i+L �,, 4�' I !:7:J�
RECOMMENDED: CITY OF FORT WORTH
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� ��� t� BY: �
- DIRECTOR, DEPARTMENT OF ���_ CITY MANA ER
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ENGINEERING
APPRO � � . . ��
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TRANSPORTATION/PUBLIC WORKS
DIRECTOR
S.J. LOITIS CONSTRUCTION COMPANY. INC.
PO BOX 202384
ARLINGTON. TX 76006
CONTRACTOR
BY: �4E!'�C `�`�Z�c�-
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TITLE
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November 1960
Revised May 1986
Revised September 1992
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C� SECRET
(S A L)
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AP,�ROVED AS TO FORM AND
LEIiALITY:
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`�- �`7!(P�j
�ontract Authorization
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Section E
Units I& II: Paving, Drainage, � ater & Sewer
. . °
Geote�hnicai Investi ation
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n Rone Engineers, Inc.
II
'r•-� Fort Worth/Dallas
aFebruary 3, 1999
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121 North Rayner Street
Fort Worth, Texas 76111
City of Fort Worth
1 120 Fournier Street
Fort Worth Texas 76102
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Tel. (817) 8f 1-6211
Metro (817) 429-4328
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Fax (817) $�4-4833
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Attn: Mr. Ryan Jeri, P.E. �
RE: REPORT 513-9-497� 1
HlGHLAND HILLS STORM DRAINA�E PROJECT
UTILITY BORINGS
FORT WORTH, TEXA�,
y
RoneEngineers
�-
Dear Mr. Jeri: '�
We are pleased to present herein the results of explo� �tion borings performed for the
Highland Hills Storm Drainage project in Fort Wor�h, Texas. The work scope
completed herein was done in general accordance with Rone Proposal 5139821 dated
February 3, 1999. Authorization to perform this inv�stigation was provided by Mr.
Ryan Jeri, P.E. on February 3, 1999. �
The purpose of this investigation was to provide explc ation borings and descriptions
of soils, rock, and ground-water conditions at select locations within the Highland
Hills Storm Drainage project area. Eight exploration b� rings were drilled to depths of
16 to 22 feet at the approximate locations identified ori the attached Plate A.1. Plates
A.2 and A.3 described nomenclature utilized on the boi�ing logs. Detailed descriptions
of materials encountered in the borings are provide� on Plates A.4 through A.1 1.
Detailed descriptions of the field and laboratory proc �,dures are on file and available
upon request.
Onsite soils vary from dark brown to brown to.tan cla s of apparent moderate to high
plasticity. These clays are underlain by a tan weathered to slightly weathered
limestone beginning at depths of 3 to 16 feet. Tan,limestone is underlain by gray
limestone and shaly limestone at depths of 7'h to 20 feet and continued to the
termination depths of the borings. Onsite rock is con idered moderately hard to hard
with THD Cone penetrometer tests varying from 1.2'� to 3.75 inches for 100 blows.
�
The borings were drilled using continuous flight aug��rs to observe the potential for
ground water during and immediately after drilling. All borings were dry at completion
of drilling. Although no water was encountered during this investigation, the
possibility exists the temporary perched water can�� be encountered in the future,
particularly trapped atop the limestone after period o� heavy or extended rainfall. To
Geotechnical & Environmental Consultants, Materials Engineering and Environmental Exploration
�«
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U City of Fort Worth
March 3, 1999
� Page 2
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be able to identify the potentiai variation in water depth and presence, it would be
necessary to install monitor welfs or ground-water pi �zometers to further study the
long-term seasonal variation in rainfal( and ground wa er. '
We appreciate the opportunity to present this data re orfi. Please contact us should
questions arise on information contained herein. The fo lowing plates are attached and
complete this report:
Plate A.1 - Plan of Borings
Plate A.2 - Unified Soil Classification Sy fiem
Plate A.3 - Key to Classification and Sy bols
Plates A.4-A.11 - Logs of Boring �
� Very truly yours,
Rone Engineers, Inc.
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� Charles M. Jackson, P.E.
Vice President
QCopies submitted: (1) Mr. Ryan Jeri, P.E.; City of Fo;�t Worth
(2) Mr. Gopal Sahu, P.E.; City of Fort Worth
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HIGHLAND HILLS STORM DRAINAGE -�FOFtT WORTH; TEXAS
513-9-497-01 ��
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Ro� �-�� neero ,
NORTH
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�LE 1 " = 400'
PLAN OF �BORINGS
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PLATE A.1
C� C_J C� Q t� C� t� !� G� i� C� [� �7 �i C� '(� C� C� t�
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(More tlran ha11 nl n�alarial Is sn�allu Ihan I ln. 200 siuv�J (Idoro Ihnu hall ul wntmiul is Ia�Uw U�ar� tlu. 2G(] :iavn siiej �
Stlll(�9' �itdvLiS b�
(l.tore Ihen hail ol cuarse baqiun lu (t.1ore lhan hu11 ul coarse Iresaion is a
Silts and clays
(Llquid limil piaalor lhan 50)
ShcS 0�td Gl'SyS 6111a1I6[ U�ffil IiO. 4 SIBW S�lU� l9fUbf If�9l1 iID. 4 WWB GL6) 3�
p iyuid lirnil luss lhan 50) Sande wi�l� Gnos ---T-- Gravo4s wiq� finee �
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1,turo Uian 12 �w� cunl . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �ifA, CiC, SIA, SC
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• � + • SAND � • � SANDY — SHALE
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I SILT SILTY � SANOSTO�lE � _
RoneEngineers
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/HIGHLY CLAYEY CONGLOMERATc Shelby quger Split Spoon Roc;< Core Cone Pen �0
PLASTIC CL4Y /` Tube Recovery
ERMS DESCRfBING CONSiSTENCY, CONDITION, AND STRJCTURE OF SOIL
ine Grained Soils �Mo�e than �0°6 Passing No. 200 Sieve)
Descriptive Item Penetrometer Reading, (tsf)
� Soft 0.0a to 1.00
Firm 1.00 to 1.50
Stiff 1.5a to 3.aa
Very Stiff 3.00 to 4.50 .
Hard 4.5�+ �
OafSc GfalfleCl SQIIS ��tore than ��°6 Retained on No. 200 Sieve) q�
Penetration Resistence Qescriptive Item Relative Density
(blows/foot) `
0 to 4 Very Loose � 0 to ZG°'a
� 4 to 10 Loose 20 to 40°'0
10 to 30 Medium Dense . 40 to 70°�a
30 ta 50 Dense � � 70 to 90°�0
� Over 50 . Very Dense 90 to 100°'0
F
Soil Structure _
�aicareous Contains app�ecianle deposits of caic:um carb� ate; generally nodular
biic;censided Fiaving incfined planes of weakness that are slic;� and glossy in appearanc�
Laminated Composed of thin layers of varying color or texture
�issured Containing crac;cs, sometimes filled with fine s�nd or silt
iterbedded Composed of alternate layers of different soii t�es, usually in approximately equal proportions
�
�f"ERMS DESCRIBING PHYSICAL PROPERTIES OF F�OCK
ess and Degree of Cemeniation
�ft or Plastic
tely Hard
ard
Cem�,nted or Friable
ted
Can be remolded in hand; corresponds in con istency up to very stiff in soils
Can be scratched with fingemail � -
Can be scratched easily with knife; cannot be cratched �Nith fingernail
Difficult to scratch with knife , �
Cannot be scratched with knife ,
Easily crumbled
Bound together by chemically precipitated m terial; Quartz, calcite, dolomite, siderite, and iron
oxide are commo cementing marterials
• '4 '
egree of Weathering
nweathered Rocic in its natural state before being exposed to a ospheric agents
Slightly Weathered Noted predominantly by color change with no disin� egrated zones
eathered Complete color change with zones of slightly decomposed rock
remely Weathered Complete color chanqe with consistencY tex�,ure, �d qeneral appearance approachin4 soil
KEY TO CL4SSIFICATION AN� SYMBOLS F�
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P LATE A.3
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DProjectNo. BoringNo. Project gighland Hills-Storm Drain�ge
513-9-497-01 I B-� Fort Worth, Texas �- '-
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Location Water Observations �
�See Plate A.1 Dry at completion `
Comptetion Completion ��
Depth 16.0' I Date 3-1-99 �
� Surface Elevation Ty�� �
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Auger
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1, weathered
ay
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100/2.25'
Plate A.4
CL.AY, brown, w! iron nodules
CONCR�T�
CALCAR�OiJS CLAY, tan
� ProjectNo. BaringNo. Project gighland Hills-Storm Drai►"age
513-9-497-U1 B-2 � � Fort Worth, Tesas --
� Location Water Observarions F
See Plate A.1 Dry at completion
Completion Completion �
Deptl� 22.0� I Date 3-1-99
aSurface Elevation Ty
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m Description � � o LL ° �_ � � '� � _ � _ � � N
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� � maF� acn JJ a� a� �U »�Ua
sand seams and organics I 3.�
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I 3.5
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Plate A.5
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-w/ sand seams at �'
LINI�STONE, tan, weathered
I
, I
3
LIVIESTONE, gray •
---------------- ,ioo,i.�s�
� Project No. Boring No. Project Highland Hills-Storm Drai��e
513-9-d97-6� B-3 . Fort Worth, Tesas �
I Location ' Water Observatians
aSee Plate A.1 Dry at comptetion
ICompletion ( Completion
Deptl� 16.�� Date 3-1-99
Q Surface Elevation Type
Au�er
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a=��
Q � � Stratum I�escr�ption
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I-- ,°v e �(5A57 �AS� (18" thtck)
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Plate A.6
!
;
:
�ProjectNo. Boring No. Project g�ghland Hills-Storm Drair{� ge
IJ �
513-9-497-01 B-4 Fort Worth, Texas
Location Water Observations
Q See Ptate A.1 Dry at completion
Completion Completion
Depth �9.Qi Date 3-1-99
Surface Elevation Type
d
���gineer�
d�
i
� I Auger
0
r� o � � N �
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. I
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—�
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Plate A.7
I
� ProjectNo. BoringNo. Project gighland Hills-Storm Drainaage
513-9-497-01 I B-� - � , Fort Worth, Texas �-
Location Water Observations �'s
�See Plate A.1 Dry at completion
Completion Complerion
Deptl� 21.�� I Date 3-1-99
� Surft►ce Elevation Type
Auger
N r�
Lc O N
� � � � �
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Q � � Stratv
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m Descr�ption a= L=�' _�= y
LL U U X � V C �' 'a
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ay k I I
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IlOU/1.75'
�
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Plate A.8
�
� Project No. Boring No.
I 5�3-9-�39^,-Ol.l Bi-6
I Location
a See Plate A.1
`Completion Completion
Depth 21.v� Date 3-1-99
� Surface Glevarion
w a �
.a q
E a
r�neEn•Tir.�er�
Project Highland Hilis-Storm Draina�ge ����1°
Fort Worth, Texas � - ;
Water Observations .
Dry at completion �� �
. yt � i
i
TYpe �� I
Auger �
° o +; �
e � C lL �
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�j Q �' "p' Stratum Description LL 1° °'' � � �' `'� ' '" m " (
0 o N� C 'O V� V ��., m � Ci C O.�
V Q 3�u' N> 7=r N•'s Ny yc ='y UE�.
W �� o mvi � a� �E co E ccv o o c� c o 0
I � ��� mal- arn JJ a� a � �U »�Ua I
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�-- -// nodules, probuble 61l ,
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Plate A.9
1 I Project No. Boring No.
�'"� 513-9-497-01 I B-�%
Locarion
� See Plate A.1
Completion Completion
Deptlt 16.0' Date 3-1-99
j'"� Surface Glevation
LJ
c:. --oo n"i
„G a
c �
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Project gighland Hills-Storm Drairiage �
Fort Wo��th, Texas ;- �
Water Observations
Dry at completion �
. ,�
. . . a
Type j
Auger '� �
o �
o y!
N C lL
• � C Z o''-' +7 'O 0 �
,� o �u. � Nm i
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� � � Stratum Description o � o y � � � � � � � � � X � � o � o Q � ;
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W �� o�vi � d a-,E cyo�E �v o o c9 c o o;
� — � z ,R� ma� arn �� n.� n.5 �U �.� �oa ;
o, a � ASPHALT (3" thick) /— �•� i
�AD BA�L (5" thick) � j
CLt�Y, dar�c firown, w/ gravei � �
a_ CLAY, tan, w/ calcareous nodules and iron seams
—5 �
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a_�
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a- �
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2.0
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L00/1.7�'
;
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Plate A.10
� ,.
� Project No. Boring No.
513-9-497-01 B—g
Location
aSee Plate A.1
Complerion Completion
Depth 16.0' Date 3-1-99
� � � Surface Elevation
� o �
� � 0.
O. �
�
Projeoc gighiand Hills-Storm Drainrifi�e
Fort Worth, Te�as
Wuter Observntions
Dry at completion
Type
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Auger
� a N � Stratum Description
° ` —� �C �]`� �y �.�.'y' � �4n t�11Ci:)
� — — �j� CI,�Y.�ar�brown
_ �
_ �
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—� �
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— �/
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.
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Plate A.11
City of Fort Worth, Texas
n✓��yar And (�;aunc�l ammun�cc�t�an �
DATE REFERENCE NUMBER LOG NAME PAGE
� 2��99 �"`C-� 7768 3 I G H LAN D I 1 of 2
SUBJECT APPROPRIATION ORDINA CE AND AW RD OF CONTRACT TO S.J. LOUIS
CONSTRUCTION COMPANY, INC. FOR HIGHLAND HILLS STORM DRAIN
IMPROVEMENTS
� ` ,
RECOMMENDATION: �
. �
. �F�
It is recommended that the City Council: , � � � . ;,t:
. � ��
1. Authorize the City Manager to transfer $640,111.40 fro the Water and Sewer Operating Fund to, o
the Water Capital Projects Fund ($247,210.00) and the S wer Capital Projects Fund ($392,901.40); �
and . ' . `
� � . .,
2. Adopt the attached appropriation ordinance increasing e�:imated receipts and appropriations in the ::
Water Capital Projects Fund in the amount of $247,210.0�), and the Sewer Capital Projects Fund in� �
the amount of $392,901.40 from available funds; and �; �
3. Authorize the City Manager to execute a contract with S.,�. Louis Construction Company, Inc. in the
amount of $2,720,996.30 for construction of Highland I�ills Storm Drain Improvements including
water and sanitary sewer line replacement.
DISCUSSION:
Highland Hills drainage improvements were authorized in the 1993 Capital Improvements Program.
During design of the project, it was determined that due to the extensive size and depth of the proposed
storm drain improvements, the streets would have to be reconstructed, along with the water and sewer
facilities. Additional funding was included and approved in ttie 1998 Capital Improvements Program for
the storm drain improvement and street reconstruction. �� The streets affected are Decory Road
{Glasgow Road to West Oak Grove Road), Flanders Lane (M;ilmo Drive to Oak Grove Road) and Milmo
Drive (IH-20 to Flander Lane). �
,
The proposed improvements include the installation of app�oximately 2,500 linear feet of 72-inch and
150 linear feet of 60-inch RCP storm drain pipes, inlets, st rm drain manholes, junction boxes, �outfull
structures and pavement reconstruction. Water and sanita }sewer improvements will also be built and
funded from the Water & Sewer Operating Fund. �F �
The project was advertised for bid July 15 and 22, 1999. T�. e following bids were received August 26,
1999.
BIDDER
S. J. Louis Construction Companv. Inc.
Tri-Tech Construction, Inc.
Jackson Construction, Inc.
William J. Schultz, Inc.
AM04 NT .
$2.720�996.30
$2,785�772.00
$3,469�284.40
$3,825�680.00
�
,
TIME OF COMPLETION
210 Working Days
� City of FoYt Worth, Texas
�i✓IJ' Ar��r And Caunc�l C.ammun�cAt�an
DATE REFERENCE NUMBER LOG NAME PAGE
12�7�99 **C-�7768 I �30HIGHLAND I 2 of 2
sue�ECT. APPROPRIATION ORDINANCE AND AWARD OF CONTRACT TO S.J. LOUIS
CONSTRUCTION COMPANY, INC. FOR HIGHLAND � HILLS STORM DRAIN
IMPROVEMENTS '
This project is located in COUNCIL DISTRICT 8, Mapsco 91 U and V.
� t :
S.J. Louis Construction Company, Inc. is in compiiance with the City's M/WBE Ordinance by committing' ,
to 20% M/VVBE participation. The City's goal on the project is 17%. ;,�
Funding in the amount of $40,000.00 is included for associated water and sanitary sewer construction �� �`
inspection and survey. Contingency funds to cover change orders for water and sanitary improvements .� �
total $28.500.00. The contingency for possible change orders for the drainage system is $64,482.00. �A ``
FISCAL INFORMATION/CERTIFICATION:
The Finance Director certifies that upon completion of recommendation 1, and adoption of the attached
appropriation ordinance, funds will be available in the current capital budgets, as appropriated, of the
Water and Sewer Capital Project Fund and the Street Improvements Funds. �
MG:j
Submitted for City Manager's
O�ce by:
Mike Groomer
Originating Department Head:
A. Douglas Rademaker
Additional Information Contact:
A. Douglas Rademaker
6140
6157
6157
F[JND
(to) �
1 &2)PW53
1 &2)PS58
2)PW53
2)PW53
2)PS58
2)PS58
(from)
1)PE45
1)PE45
3)PW53
3)PS58
C111
C115
� ACCOUNT � CENTER � AMOUNT
472045 060530175080 $ 247,210.00'
472045 070580174270 $ 392,901.40
541200 060530175080 $ 231,710.00
531350 030530175080 $ 15,500.00
541200 070580174270 $ 368,401.40
531350 030580174270 $ 24,500.00
538070
538070
541200
541200
541200
541200
0609020
0709020
060530475080
070580174270
020111028887
020115028887
$ 247,210.00
$ 392,901.40
$ 220,710.00
$ 350,901.40
$ 775,544.00
$1,373,840.90
CITY SECRETARY
A°�n(?VEt�
C1TY C�U�I�I�.
Q E C 7 1998
�� Y��
City Secretary ot the
City of Fort V'lorth,'i�zas
Atinntari (lrriinan�� Aln f�/11n