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Washington State
Department of Transportation
Transportation Building KF.Ol
Olympia. Washington 96504.5201
(206) 753,6005
Duane Berentson
Secretary of Tr ansportalion
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February 21, 1990
Mr. Gary Rowe
Public Works Director
Jefferson County
1820 Jefferson st.
Port Townsend, WA 98368-5724
Jefferson County
Owl Creek Bridge Replacement
BROS-2016 (007)
Dear Mr. Rowe:
Attached for your information and file is a copy of
supplement No. 2 to city/County Agreement LA-0776 for the
subject project between the state and your local agency.
This supplement increases your PE funds to a total of
$25,000 ($20,000 federal share) and increaseo your
construction funds to a total of $209,250 ($167,400 federal
share).
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sincerely,
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TOM PLAKINGER rf'
Fund Allocation Engineer
state Aid Organization
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LCR: 11
Attachment
cc: Bob Holcomb, DIet. 3
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F[f3 26199(1
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AGENCV (i
AGlNCY WASHINGTON STATE f'ElXRAl AID PROJECT NUMBER
Jefferson County DEPARTMENT OF TRANSPORTATION 1lDn~ _
""" CITY/COUNTY AGREEMENT AGREEMENT NUMBER
11-6-89 IUPPLEMENT NO. 2 LA 0776
I JefIerson
The City/County 01 desITes to supplement the agreement entered Into end
executed on April 29. 1 ~~~ as identilied above, All provisions in the basic agreement remein in eflecl
except as expressly modilied by this supplement.
The changes 10 the agreement are described as follows:
PROJECT DESCRIPTION
Name
Owl Creek Bridge Replacement, CR07l9
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pre-cast reinforced \
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Length
TerminiOw1 Creek Road to Fletcher's Pasture, RES 0+90 to 6+10
Description 01 Work Replace log and timber two span Bingle lane bridge with
concrete single span single lane structure.
Reason for Supplement 1) Reflect actual amounts to complete project AFTER BID.
2) Include addHiona1 amounta for additional pile length & temporary
structure.
lYPE OF WORK
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PJe..;oUI Agt'MmtnV
SuppllrY'lilnl
(5)
Eltlmated
(2)
SUpplament
(4)
E,'lmated
P.E. a, AgoncyWork ..............
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By:
WASHINGTON STATE
DEPARTMENT OF TRANSPORT AllON
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JA 1 1990
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C - CONTRACT BONO
'JEFFERSON COUNTY. W.ASHINGTON
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KNOW ALL MEN BY THESE PRESENTS:
That HENRY AND HENRY CONSTRUCTION CO.. INC. . of~
NEWPORT WA~HTNGTON . as Principal, and PKl<I:+t o..d D~po.;.f c.~p""'j
~~ \lIt\"~ I,'^b , as Surety, are jointlY and severally held
and bound unto the COUNTY OF JEFFERSON, the penal sum of ONE HUNDRED
FOURTY-THREE THOUSEND SIX HUNDRED ELEVEN AND 81/100---------------------------
__________________________0011 HS ($ 143,611.81 ). for the payment of whi ch
we jointly and severallY bind ourselves, our'helrs, executors, admin-
istrators, and assigns, and suc~essors and assigns. firmly by these
presents.
The condition of thi. bond is such that WHEREAS, on the ..kt.-
day of ..'111M' , A.O.. 1921.., the said HENRY AND HENRY CONST co.. INC,
Principal herein, executed a certain contract with the County of
Jefferson, by' the terms, conditions and proylsions of which contract
the said HENRY AND HENRY CDNs'r. CO., IIIC. , Principal herein. agrees to
furnish all materials and do certain work, to-wit: That the said
Principal herein will undertake and complete the following described
work: OWL CREEX BRIDGE REPLACEMENT, CR0719, B.R.O.S. 02016(7)
in Jefferson County, Washington, between Station 1+50.00 'and
,Station 5+50,no ,as per maps, plans and specifications made a part
of said contract, which contract AS so executed, Is hereunto attached,
and is now referred to and by this reference Is Incorporated herein
ond made a part hereof as fully for all purposes as If here set forth
at length,
flOW, T11EREFORE, if the Principal herein shall faithfully and
truly observe and comply with the terms, conditions and proYisions of
soid contract In all respects and shall well and truly and fully do
and perform all matters and things by the said Principal undertaken to
be performed under said contract, upon the terms proposed therein,
and within the time prescribed therein, and untll the same is accepted,
and shall pay all laborers, mechanics, subcontractors and materialmen,
and all persons who shall supplY such contractor or subcontractor with
provisions and supplies for the carrying on of such work, and shall
In all respects faithfully perform Slid contract according to law,
;~dne}n~t~bllgaFiOn to be yoid, otherwise to remain in full (uree
WITNESS our hands this .J.:..L day of :3'l1l;..< , 19n,
IIEIIRY ANn HENRY COIlS1'RUCTION CO., mc.
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Attorney- n- act
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APPROVED AS TO FORM this _ day
of ,19_,
Address of local offlcft and a'gont
of suretl companl:
5:d S, ~tI, " 0.." o~ l1J4.~~'I$~!::.
P,t') A~-I 3SBS, Sp,!<l~., [Do qq~~
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Prosccutin9 Attorney
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· rn?L,.t of Publication
"..l
, INGTONj
" STATE Of WASIIINGTON
. COUNTY Of WASHINGTON
In thl man" al:
.'oJ." Rlvlslng a Cauntyprolod dlslgnated as CR0719.
~;' ,'1.'~' . ' ,,',"". RESOLUTION NO. 99.89 . " being ~worn. lOy' he;, the publisher cf
~', IT,iS"HEREBY RESolVED that The Owl Creek Bridge No. 11 W, on the Maple ,~di 0\ bellnlu'obl~~~dl~u~~~hdlld'inl~1I E:;I~~~
Creek ,Road,' Road Log No. 135109, from M.P. 1.23 to M,P. 1.33, be lm"I.~!jula'ed con'inuou~ly~, a weekly nllw'popllf
p'roved as fol~o:-vs: . ':.'" ~r4tTi~~~~~n(~~~I~O;~rC~~~;~~~: ~:O;~i ~nodn:~~
Replace 8)(lsllng log structure With a co.nc~ete bridge. . , !1~,Of the rir$l puulicotion ol.he NoliclI herelo 01.
Il IS fURTHER RESOLVED thaI an appraproalion from tho offiCially odoptod !.~.lth' .aid Pa" Ta.,,,,dIJ,If,,,oo Ca,",
road fund budget and based on the County Engineer's estimate is hereby I., 27th day of June 1941, oppro~ed ai 0 legol
modo In the amounts and for the purpose shown. '.'..'.\tsupeliorCoult of ,oid Jeffenon County, ond
I Ii. e copy of Ihe
PURPOSE PRMOUS APPROPRIATION PRESENT APPRONUATION '.) . . # 9 9 89
Enginoorlng 515,000 $25,000 1" ~on -
(12,000 BROS) (20,000 OROS) I':
51,000 51,000 \J,
516,000 $26,000 '
(12,000 BROS) (20,000 BROS) ,
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RighI of Way
Acquisition
Sub.Tolal
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ConslruCtion:
Conlract'
Counly Forcos 5145,000.00 $210,000,00 i.'
, (109,6000ROS) (16B,OOO BROS) .
TOTAL ' $ 1'61 ,000.00 5236,000 '"
(121,600 BROS) (18B,OOO BROS) ,
This p~olect Is Included In the officially adopted annual road prograM as II.'.. lhe regular ond entire iuue ofloid paper ihfllf
Item No.5. Icmentlhflulof for 0 period of
Il IS fURTHER RESOLVED thaI: (
The construction Is 10 be accomplished by contract In accordance with ~ . .conlllculive weeh, beginning on Ihll
R.C.W, 36.77.02001, soq. (,t.
Tho con,lru<llon is 10 bo accomplis hod by County 10 reo, In accordanca with I,;
R.C.W. 36.77.060 and W.A.C. 136.18.": da, al Novembe, 1989
PASSED AND ADOPTED THIS 61h DAY Of Novlmber, 1989. :1
BOARD OF JEfFERSON COUNTY COMMISSIONERS t~; ,1St\1"al,Noyel11ber
SEAL: ~
George C. Brown, Chairman hOI 'oid newspaper WOI regularly diillibuled
B.G. Brown, Member during 011 af this period, Thnllhe full amount
Larry W. Donni,an, Momber
ATTEST:
Lorna L. Ooloney, Clork of Iho Boord
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Stlhwiblld ond 'Wl'i'n /0 n(llore me Ihi,15tl1Joy of
November .19 89
C l~~ g..dJL. jf)At!.(,"dl
u Nolll' y P.uhllc In ""d for Ihll Sltllll 01
Wnlhln{JtrJfI, relldlng 01 Hnd'o,~
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STATE OF WASHINGTON
COUNTY OF WASHINGTON
In the matter of:
x
Revising a County project x
designated as CR0719 x
RESOLUTION NO. 99-89
IT IS HEREBY RESOLVED that Thp. Owl Creek Bridge No.11 W,
on the Maole Creek Road
Road Log No. 135109
from M.P. ~ to M.P.~, be improved as follows:
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Replace existing log structure with a concrete bridge.
IT IS FURTHER RESOLVED that an appropriation from the
officially adopted road fund budget and based on the County
Engineer's estimate is hereby made in the amounts and for the
purpose shown:
~ PREVIOUS APPROPRIATION
PRESENT APPROPRIATION
S25.000l20.000 BROS)
Engineering S15.000l12.000 BROS)
Right of Way
Acquisition Sl.000
S1.000
S26.000l20.000 BROS)
S210.0001168.000 BROS)
Sub-Total
S16.000l12.000 BROS)
Construction: S145. 000. 001l09. 600 BROS)
2L Contract
2L County Forces
TOTAL
S161.000.00l121.600 BROSl
S236.0001188.000 BROS)
2L This project is included in the officially adopted annual
road program as I'tem No.~.
The projects hereby made a part of the officially adopted
annual road program in accordance with R.C.W. 36.81.130.
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IT IS FURTHER RESOLVED that:
2L The construction is to be accomplished by contract in
accordance with R.C.W. 36.77.020 et. seq.
2L The construction is to be accomplished by County forces in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
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PASSED AND ADOPTED THIS ,,:.-- DAY OF 71t1-rJ ,.LlZ.L.
BOARD OF JEFFERSON COUNTY COMMISSIONERS
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Affidavit of Public~
. C"n
SlAT( Of WASHINGTONl
(QUNn Of JEFFERSON)
'RANI( Yv GARREO. being ''''0'11, lay' he ",he publ"her of
If, a ,"",ukly new\paper which ho\
STAn OF WASHING10NICOUNr. OF JUFIRSON ,d," 'h. Eo.",h laog.ag. cod "',
In tho matl.r of: InldaHng/a lOUnty pro',"" dosIgnatttla, 010 719 ' '''''. "'w.pap.. '" ,.. 'awo al
Rtsolutlon No. 90-'7 ~~':e ~~~n ~11,~'i6lo;~~~, ~~~:/~~ ~~r~
IT IS HEREBV.RESOLVEDthat Owl Craok Bri~qo No. l1W, an tho Maplo 1" ,..N"". ....raa""h.d, cod
Creek Road, Road Log No. 135109, from M.P.~.OO to M.P. 0,04 be 1m.. :~e~:~d::w:;~:e~ '~; ,~~';udp~~,~:
proved as follows: mly. and ,hol onneud n 'rue copy
Roplaco o.illlng Log Structuro with a concro'o brldgo.
IT IS FURTHER RESOLVED that an appropriation from tho officially
adoptod rood fund budgot and bo,od on tho county onglnoor', oltlmalo I, 96 - 87
horeby modo In tho amounll and for tho purpo.. ,hown: Ow 1 Creek Br idge
o
Purpo..
Englnaorlng
Pr.vloul
Approprlallon
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Prtllnl
ApproPfIatlon
$15,000 (12,000
Fod. Ald. BROS)
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Right of Way
Acqullitlon
Sub.Tatal
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$15,000 (12,000
Fod, Aid BROSI
$B5,000 (6B,000
Fod. Aid BROS)
, $100,000
(BO,Ooo Fod, Aid
BROSI
X Tho prolo" II ha..by mada a port of tho officially adopted annual road r"'."" . ...., b'g'""'g co ,h.
program In o,cordonco with RCW 36.01.130, , )eccmbcr 87
IT IS FURTHER RESOLVED THAT: " 19
X The cnltrucllon II to be accomUlhed by conlract In accordanco with RCW 5i tl D b
36,77,0200" IOq, . I" 01 ccom or
PASSED AND ADOPTED THIS 7th DAV OF Dac" 1907. !
BOARD OF JEFFERSON COUNTY COMMISSIONERS t'p"p.. .n. ..g.looI, d,.",Io."d
larry W. Dennison, Chairman SEAL: rill of lh" p'H,od Tho' Ih.. lull
B,G. Brown, Mambor ATTEST: ~ . h.. 10"'0 1''''' '" ",II, or ,10"
ItCol{,~")",'4'. ('t"'"t"(,~,1
Gaorgo C. Brown, Mambar
lordino C, Bragg, Clork of ,ho Board
1661 12.16/' ,
~"'~\f!,h..d ond ,wor~ I,) hfllt'fll"''' Ih,' 16th cloy nl
Decomber ,a?
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W.,\!"ngr,l' (fl.,dil'ICl nl f'MlltlWIIII",d
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IIn' Ihllf..ol lOt n p'''lod of
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~ minus 01 said cenlerlln~i:,;d.l'idari(Sh
I- AND TOGETHEK~lIa"'.r,pG,
15 WITH a nonexcluslvr~~}"!,nler."
::E oasemont lor the pur"tolni,','lIo\
13 pose 01 Ingress, egress~':d~~~lbed,,:~Sl'
o and ulilities, over, upon, ...... AI"".;",
o acrOll, and through'1il~li!13i,,8Iac~
~ ,strip 01 land 60 leetln.:I~,iqrge,,911
I- iwidth being 30 leot 01\ 'slon:'i:iA,Jos,
~ loach side 01 the lollow~ recoided'';~ V
.. : Ing described conterllne; Plo'.; page 2
~ \ Boglnning at a poinlol 'j Jeff.r.son
i= i049.34 loet north of ,he,Washlnll'lIn.!
~ southeast corner olth~'~,'l",!':/'!
southwesl quor1er 01 the : Lot ",dn Cop
southwesl quorter oIVtllag.,,~lvls\
Section 26, Township 29, per:: plot, roc,
north, Ronge 1 west, ,Volu..;'.:A"
WM; pag.. ,.59,
thenco north 60057'50" ,recard~' al'h I
wesl 017.29 leet; CounlY~ WaS
thonce north 73"01'30" AndrewD. ~
r 'west 200,75Ieet;KI~g & Sha..r,
'Ihonce norlh 790042'50"/DYI AndrllW 0,'
lwes1239.78 Int;ol Attorneys 0
o thence north 60057'02" !,Su'I."t010::"
west 120,60 feel; '","ve, ... J r'
thonce norlh 10058'004" &.0111"79'
wosl 163.81Ieet; . ,9810A~I, Ii
,Ihence norlh 50021'26" 20613043.307,
j!weSI 101.36Ieet; ...) !
thence no,lh020I0'00", ~
eosl 0433 leel, more or ! ,.' ,
o Ie", to th. south line, of S1~~J Of
t Ih. property firs' ~~t~',
herelnobove described ii01KI OF
ond lermlnus 01 laid ~.........
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Afficfa~i;~r~~~li~e::~ "
ST A TE OF WASHINGTONI
COUNTY 0; JEFFERSONl n
FRANK W GARREO, being )worn, lOYl he il ,he publilher 01
Ihe Port Towntend leader. a weekly nllwlpaper which hOl
been elloblllhed. publllhed in Ihe Englilh language and cir.
culoled conllnuaullY,ol a weekly newlpopllr in Ihe town of
Part Tawnul'!d. In laid County and SI,ole. and for generol C1f.
culollan In laid county far more Ihon I~. (6) monlhl prio, 10 the
dole 01 Ihe ,flflt publlCQllOn of the NOTice herelo oltoched and
!hot th~ laid Par1 Tawnillnd leader wal on the 27th d~y 01
June IQA 1" approved 01 0 legal newlpoper by the Superior
~I~h: 01 laid Jellerla'! County, and ,hal annend it true copy
Resolution 96-87
eRO 719 The Owl Creek Bridge
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IIUllI and nol In 0 luppl.men' ,herflolfor n pllriad 01
.,
one
(on,eeulilt' wuh, beginning an Ihe
16th
day 01 December ,1987
16tlloyol December
ondend!nqon Ih,
1 Q 8 7 . and that lOld n,wlpOpl'l' wIn 'flgula'l~ ditlrlbuled
In III lllbUllbflli dU'lnfJ nil of Ih'l pe"ad ThaI Ih. lull
nmount 01 S 64 100 h~l Illl~, pnld In lull, nllhn
,,,,.. "I \, 01::;tZ;lC;':~1
~ubl(flhfld ond Iwar" III hflfl'lll fIl' thl\ 16 t h
day 01
December ,oa7
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"","l'OIKUO,
DATE';'" Dacillnber 7,
1987'" ""'"
DESCRlpTION.,OF
PROPOSAL, 'Tho pro.
po.orls 110m NO',6 01
tho 1988 Annual ,Con~
.tructlon Progrom, ,Iho
Owl Crook Brldgo,
Brldgo No. ,11W,
locotod In thoNE v.. of
Section 35, T. 27 N., R, COMMENT PERIOD,
11 W., W.M. Tho pro. Thl," doto,rmlnotlon , f.
pOlol Is toroplacotho IlIuod pUlluanllo WAC
o.I.llng log brldgo with 197.11.340121. Jol/or.
o 'nlw .tructUII In thl .on Counly will' not oct
.aml locallon. I on tho above dOlcrlbod
PROPONENT, . Jlffor., prapo.al for at loa.t flf.
.on Caunly Dlparlment teon day. from the dato
of Public Work!, \ of ,hi., determlnallon,
NOTICE OF LEAD Comm.nt. ",u.1 be .ub.
AGENCY, Jeff'/lonl mltted 10 the Jeffellon'
County I. tho lead agln. County Public Work.
cy for thl. prapa.al." Deportment, County
NOTICE OF NON;: Courthou.o, Port Town.
SIGNIFICANCE. Jefler. lind, Wa.hlngtan
.on County ho. deter. 98368, by DECEMBER
mlnld Ihat the abav. 22, 1987.
described prapa.al, Lorry W, Dennl.on,
would 1101 havI 0 pro, ~ Chalrmon
bablo ' ,Ignlflcant' Jefferson Counly Boord
adve/ll Impact on the of Commllllonell
Invlranmlnt and In. 158412.9
vlronmental Impact
.talementl. nOlllqullld
under RCW
43,21C,030(21(c). Thl.
dlcl.lon wa. mod. after
revllw of complllld In.'
vlronmental chlckllsl'
and other Informallon on
fill with thl Ilad agln.
cy.
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Affidavit of p~bii~t :;~' ; /o'c.d" f
STATE OF WASHINGTON)
COUNTY Of JEFf ERION)
FRANK W GARREO. beinglwarn. layl he Illhe publilh" 01
Ihe Part Town lend leader, a w..kly newlpoper which hOI
been IIlablilhnd, publilhed in the Englilh language and cir.
culat,d continu~ully 01 a weekly newlpaper in the lawn of
PorI To~n"nd, In laid County and 5t,ole, and far general w.
culallon In laid county for mare than Itl (6) mon,h~ prior to the
dot, of Ihe fir" publication olth, Notice herelO ollached, and
that Ihe laid Port Townllnd lead,r WOI on ,he 271h day 01
June 194 L oppro~ed 01 0 1'901 newlpoper by Ihe Superior
Caun of 10ld Jeff,rlon County, ond Ihat ann...d illrue COpy
01 the
Determination of non-signifi-
cance and lead agency status
state environmental policy act
Owl Creek Bridge,etc.
RECE~VE[)
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ml 8 G 1~80
JF','i;I."P:;li",\.\ COUNTY'
. E;'~I"I'i~2,rii,~j OI.FICE,
CD
01 II oppeor.~ in Ihe regular and enllf' inu. ,01 laid paper
II"" and !'latl!'l Q luppl,rn,nllher,of for a p'rlod 01
one
mm_.......conl,culiv. w,.kI, b.glnning on the
9th ,do, of ..~ece!llber .1987
and,ndlngol'llht 9t~Qyof December
87
19.,.,., and thotll'lld ntw'pope, Wl'l\ r'9ula,l~ dUlflbultd
to III wbWlbt'1 dUring aU of ,1\11 period Thot ,h, lull
nmount of S 40. 00 hell,p...n paid in lull, nttllll
.n.. "I I' oo,~r1~I"m,",".(h 10'.","'.10 ,'""', ...,,""
l' ,r,/ ~,~A:ktt <.t/
!tuburlb.d and ,watn tl'l h,lm, Mil Ih'l ,9 t h day of
December ,IY 87,
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Affidav ,"}f Publication
STAll Of WA::iHINGTON)
COUNTY OF HHER50N)
(}
. ... ... ..n~...' 'g \WOU1, \ay~ nfl'\ rlit'! publi,h.." d
NOlla TO CONTRAOORS "\00 County lead!;!/, (I "'t'I'.ly
CAll fOR BIDS tlIIUbl,\hfld, publi\hlHI _n the Enfjlllh
OWl CREEK BRIDGE REPlACEMENT, CRD i'19 ~{~,tji~u\~~~lt~~n~y:~:j~~!;r:~~~~~~;
(FEDERAL AID PROJlCT NO. BROS. 2DI6 (7)) '0,01, fo' mo," "0' '" (O( mo..,'"
THIS CONTRACT CONTAINS DB OR MBE ANDJOR WBE GOALS 'p,b'"o"" of '10, No'''' Io",oto ,",
Notice is hereby given that the Board of County Commissioners of Jefferson:l ~o/t n~l~~'tn~~~~'~:~:f~, ~~~~~
County, State of Washington, will receive soaled bids up until tho hour ofrc~ur~ of l(lid JcflcBonCoul'llY, ond
10:30 a.m., Monday, May 22, 1989 at tho offico of tho County Commil-of'h'
lianors, Caurthoulo, Port T awnlond, Washington, 98368, and will bo thon
and thoro oponod and rood publicly for canltructian ofimprovomont. to 0.04 Dn trac tDr s
milol of Maplo Crook Road, County Road No. 137909, C.R.O. 719, in Jof.ds
forson County, by roplacing o.iltinglog bridgo wilh a pormonont 20.footridge Replacement
wido, linglo lano cancroto bridgo and canltructing linglo lono approocho,
including grading, drainago, and varioul athor work 01 doscribod in tho can.
tract documen's,
Major itoml of work will bo, cloaring and grubbing, romoving o.i,tlng
bridgo, grading, draining, inltalling and romaving dolours and dotour Itruc-
furol, surfacing, constructing 1 precas' rrostrouod concrete slab bridgo, in-
stailing boom guard rail and guard rai anchors typo I, light 100 so rip rap,
f1..iblo guido POI", pormanont signing, orolion control, and planting.
Bids shall bo submittud in occordanco with Informational capiol of the mopl,
pIons and Ipocificolions on file at tho office of tho Director of Public Works'IWlm nnnllnlirlll\IUll 01 Hlld pUflrl/ ihlllf
Courthouso, Port T ownsond, 'Hashing to", whoro copios may bo obtainod bYtthnrllol for {l 11I'If10n of
doposlting S25.00. Th. doposit wlll bo rofundod if tho planl and 'pocifica.
tions oru returnod In ooodcondlllon within 10 days of bid opening. ',' (on\ll(utl~fl Wnll~\, b"\JlOnll'lr! UIl !hr.
Each bid sholl ho accomponiod by a suroly bond, pOltal monoy ardor, cOlh,.
cashiors chock or corti find chock payabloto tho Troaluror of Jofforson county
in tho sum of 5% of tho bid amount, to bo forfoitod to Jofforson County by thor "f
suceo"fui hiddor if he fail, to ontor into a contract and filo on accoptoblo
suroty bond in tho amount of 100% of tho contract prico within ton (l0) days;tl),,,, of Mil Y
of tho award. Tho hoard of County Commillionors r.lorvol tho right to rolocl
any and all bids, and 10 ?ccopt the bid ~~emf.ld mos! advantagolaullO Jef'~'d nllw\pOfltH wm ,nllulntly r1l1lr,I'ullld
fnnan County and 10 WOIVO alllnformalltlltlln tho biddIng. g nil (jllhl\ pllllClli lhn! !hll luIlIHTI()l/l1!
Jofforson County in accardonco wilh Titlo VI of ,ho Civil Rightl Act of 1964,
78 5101. 252, 42 U.S,C. 2000d to 2000.4 and'Tillo 49, Codo o!.Fodoral, , '" ",II ",,', "'" ,,' \550
RoOulo'lonl:' OorMmont of, Tranlportatlon, S~plitle 41! ~Wj,~,.~, Ihor;: ~"~:"f:,~ d L
Socrotary, PorI, 21, i.on-discrimination In Fodorally auiltod programl aflhoF .(1. ) ,
Dopartmont of Tranlportation luued pursuant to such Act, heroby notifiol all U/.
hiddors Ihat if will affirmativoly insuro that in any contract onterod Into pur.. ~ '1
lUant 10 fhis adv.rlilo.mo~I, minority bu'inollonterpr.iso~ will bo offordod full ] 7 t I
opporlunlty 10 lubmlt b,dl in relpOnltl fo thll InVitation and will not bellO If' 1,..11,,,' w., ,j",' "llY III
dj",iminated agoin.t on Iho groundl of raco, ,alar 0' notional origin In con,
sidtHOlion for an award,
Oatod this ht day 01 May, 1989,
80ARD OF JEFfERSON COUNTY COMMISSIONERS
Goorgn C. Brown, Chairman
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May
19 89
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1,/89
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possibility of liability prob",msWI
motorcycliSLq running up and do
...' the gravel roads. "'",,,
" ," , ,But in locking 'cullhe' proble
" " makers. span fishers nowhavc 0
Notldesslake from which to fish;",:
Cour' ',"Wedon'twant!O'doitWeapp
'I 0:3cinlClhe public appreciating !he use
, .Ionl oUlland," ArkiJIs said:' ,.'..' '.
and' :,', Mike Ragon agenl fof!hu s~
mlle'.DCparUnCnlofWildllfe,s8ld had
ferdo knownthatPojlewasgolngloclose
VI e the llml; they would nOl have plin
Inclu. lAsl Lake' located three miles In
~~~ Pllpll's~ysouthOf~IBhwayJ
brl~I~~~n, 5l\1~ ,~1,ako~~ ~,~~~I
lure.
italll,
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.Ide"" ' 'rL IIJl.e.bll\V
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BOlli" lIten .t~ e, W ",."
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AffidaJ. d Publication
STATE Of WASHINGTON)
COUNTY OF JEFFERSONI
fRANK W. GARRED, being tworn, toyt he it Ihe publi$hf'f vi
the Pt.!t TowlI"ndlJaffertoll Counly Leoder" a weeKly
new$poper which hot bean uloblithed, publi5hed In lhe Enghlh
longuoqe and circulated conlinvou$ly at 0 woekly new5pafl~r
In the lown 01 Port Towntend, in ,aid Counly and Stole, and for
genefol circulorlon in $oid coulllr for more than till (6) monlh$
prior 10 the dote al Ihe fint publication ollhe NOlice hereto 01.
loched, ond thaI the $oid Port TowMendlJelferton Counly
londer WOt on the 271h doy 01 June \Q41, of,p,oved at 0 logol
newlpoper by the Superior Courl 01 $oid Jel erton Counly, and
thaI anne..."d it lfue (Opy ollhe
Notice to Contractors
Call for Bids
Owl Creek Bridge Replacement
CRO 719
o
0' il appeafed in Ihl'l regular and entilt iuue 01 ,oin paper illelf
and nol in a tUpphlmenl thereof lor 0 period 01
o
three
(oMecu'ive wlleh, beginning on lhe
3rd
May , 19 89
day 01
o'dondi'oo",h.17tlJioy,' May
lQ 89 ., nnnlhnl ,nid new,pop"f wo. rfloulnrly di'Iribu'ed
10 ih U,IbHflb"n during all of lhh period. Thnl Ihe full amounl
of S 231. 00 . ho. be"n ,paId in lull, 01 I~O" 01 55;0
....o,om'iochlor.OPU!. ~
~uhHfihfld and Iworn 10 h,.toffl Itllt lllit 1 7 t l'\loy (II
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, 1989
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14939
Jefferson County
STATE OF WASHINGTON. KING COUNTY
-ss.
.Jefferson Co..
Replace Bridge
Bid >>ate, May 22
NOTICE TO
Notice I' here y 9 ven that
the Board of County Comml,.
sloners of Jefferson County,
State of Washlngtun, will re-
ceive sealed bidS up until the
~o~; 2~~ I~~\?~t ~h.~lfI~ogNfi.;
County Commissioners, Court.
house, Port Townsend, Wa,h.
Ington, 98368, and wtll De then
arid there opened and read pub-
licly for construction of Im-
provements ot
Maple Cree R 1.
,.llmid-hlllmU! d '
.H~ f.'
SU
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060
OIZt '\'1 '51
-,LUV'?'lIaIU..D
'NOs~~aI:19~:l;}
01 DmOU 10 ~ao. BUIWI '0001 01
,<uW 'UOll.')I~~~~Y m:'I:&J., ~
Dql ,0 'l'no~ Pl.' 10 1\,o!:l aql -I
fA 'a3 ,ual'q:m. JO JooJl.nnl"^
~~~~DBI~1 ':r.or' ~~I)aU~fl~N\1~,
'puu IjAl81 s .1litADt{:'Ilt{M \.In IU:
a~! I~.l\m:lo ~~IB~l\\i Ig'Jl~l!
~~"l, g'~\~"'l~\ Ifa~~J,:&\\,'\,n~
1~~~~~ a~11~'Mitg~:lf~ t.~~1
· 11 l;<au\JU:I;) '51 OJ81.1'G'W
I-~ aAlIoI"a. dOl ,o"ouod I
, n' uo aw" .qla""" 01 faJlnb
!'.IJ .<glJa,',\ a" &......',11 ~:~
I.UIO:. "nl:!Z.B ~il~"~:AOq.
~~llo'lJAilolu...fdi.l1ln"oLl'fA '
'~o P:l~lql.~~q '~~jl.1..P~~U~~\
- . .<q....q '1 ';nON
I 10ql,~~~lplJ:) OI.)n~III't-9g~g
69 'ON 'pDl00..a Illdlll"
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I '3 "oint;l~I~ oilJo~~u,
, 'IIS\/M 13dns
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No,
Affidavit of Publication
The undersigned, on oalh states that he is an
authorized representative of The Daily Journal of Commerce, a
daily newspaper, which newspaper is a legal newspaper of general
circulation and il is now and has been for mote than six months
prior to the date of publication hereinafter referred to, published in
the English language cominuously as a daily newspaper in Seattle,
King County, Washington, and it is now and during all of said time
was printed in an office maintained at the aforesaid place of
publieation of this newspaper. The Daily Journal of Commerce
was on the 12th day of June, 1941, approved as a legal newspaper
by the Superior Court of King County.
The notice in the exact form annexed, was published in regular
issues of The Daily Journal of Commerce, which was regularly
distributed to its subscribers during the below slated period. The
annexed notiee, a
B/C Replace Brid~.
was published 011
05/04/8':'1 (l5/CI'~/89 05/16/:39
The amount of Ihe fee charged for the fnregoing publlealion is
the sum of $ , which amountJlas been paid in full.
,<' 'Y.JL~1~-
\" Subscribed and s trn to before me on
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"II Department of Transportation
Transporlalion Building KF.Ol
Olympia. Washington 98504-5201
(206)753,6005
Duane Berent.on
Secretary at Transportalion
April 28, 1989
HECE~VED
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Mr. Gary Rowe
Public Works Director
1820 Jefferson street
Port Townsend, WA 98368
rMY ,1989
JEFFERSON COUNTY
PUBLIC WORKS DEPT.
Jefferson County
Owl Bridge
BROS-2016 (007)
FUND AUTHORIZATION
Dear Mr. Rowe:
We have received FHWA fund authorization, effective April 26,
1989, for this project as follows:
Construction
TOTAL
$155,000
FEDERAL SHARE
$124,000
PHASE
"
In addition your PE has been increased to a total of $20,000
($16,000 federal share) as per your request.
Attached for your information and file is a fully executed copy of
supplement Number 1 to City/county Agreement LA-0776 between the
state and your agency.
If costs for any phase of work are expected to exceed those shown
on this Supplement (lines "d", "h", or "0"), you should submit
another supplemental agreement to WSDOT. All costs exceeding
those in the latest executed agreement are the sole responsibility
of your agency.
Please remember to provide your District state Aid Engineer with
one set of PS&E for his use at least two weeks prior to requesting
a contract number.
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A contract number must be obtained from WSDOT ~ to adver-
tising for bids on local ad and award projects. Reimbursement for
construction costs will not begin before the contract is awarded.
You may proceed
accordance with
agreement.
with the administration of this
your WSDOT approved certification
project in
Acceptance
,-0
Sincerely,
~4 ~,.;
WAYNE T. GRUEN, P.E.
Asst. State Aid Engineer
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Attachment
cc: Bob Holcomb, Dist. 3
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AGENCY
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AGI!NCY WASHI~GTON STATE f!DERAL AJO PROJECT NUMBER
Jefferson ColIltv DEPARTMENT OF TRANSPORTATION BROS-20'16 (007)
OAYI! CITY ICOUNTY AGRfiEMENT AQRl!I!M!HT HUMOER
3-27-89 SUPPLEMENT NO. " LA 0776
The IIIIlIIII/County of 1..4'1' ..~~nn desires 10 supplement Ihe agreement entered Inlo
and executed on Apr tl 29 1988 as Identified above. All provisions in the basic agreement
remain in eHect except as expreaaly modilied by this supplement.
The chsnges to the sgreement are described as follows:
PROJECT DESCRIPTIOI~
Brtd?e Replacement. CR0719
Road to Fletcher's Pasture.
Name
OwL Creek
L.ength O. 10
HES 0+90 to HES 6+10
mi..
Termini
Owl Cre"k
Description of Work Replace log and ttmber two span stngLe lane grtdge wLth
precast retnforced concrete stngle span stngle lane structure.
Reason for Supplement Request construct ton funds. change Length of project to
Lnclude alL work On the approaches to the brLdge,
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TYPE OF WORK (1) (2) (4) (5)
Previous AgreementJ Supplement Estimated Eatimated
Supplement Agency Funds Fedoral Funds
P.E. s,Agency Wor!< ................. ...1~,~Q~.. ...q..q<;>.q.... . 00 1.
b,Stat. S.rvic.. ,............... .....1,.AOA.. ....~,Q~..,... :::::}qi>:::: ......aDo....
c,Oth.r ......,............... ....,-;0.-...... ....~.Q~...... -0- ....:..0:.......
d, Total Pr.lim. Eng, Cost Estimate ... 4" cioo" .. . "6' '000' . . .
Rlght-of.Way ., Agancy Work....... .. .. .... .. P.Ql>.... .... .-.Q;-,.., .
f, Stat. S.rvic.. .....,.......... 500 -0 - .
g,Other ......,........,...... ,....~o'~..... ....:.:0:.:'....
h. Tot., R/W Co.t E.timate ...,..000.... ....:.:0:.:.....
Con.l,ucUon I. Contracl...,........... 27.000 1QI},.QQQ....
Engin.ering {j. Ag.ncyForc.... :::~:~~Q~::: ...'~,.QQQ....
_'lb k, St.t. Forc..... 600 ...:?,.4QQ....
I. Audit ........,........,.. .... . ~O ~.... , -0-
m.Other ..9f>n~f.Mi'nt.... :::z:~~AQ::: 3.:~i>:ci:::
n, Other ................... .. .. ~(l.-.. ... .. ..-;Q:-.. .. .
o. Tot., Conalruction Coat E.tim.te .Q 1 4 000
p. ~W~~&OST ESTIMATE OF THE 1 7 0 0 36 000 140 000
The 10c.1 ag.ncy fu~her atipulal.a Ihal purauant 10 said Tltie 23, regulation., and policies and procedures, and ss a condition 10 payment
of Ihe Federal lunda obligeled, It accepl. and will comply wllh ths applicable provisions.
AGENCY OF- ICtAL
By:
By:
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DATe
P.E. a, Agency Work ... .. .. .. .. .. .. ..
b. St"e Work. . . .. . . . . . . . . , . . . , .
c, Other ..'...................
d, TOlel Prehmlnery Engineering CO'I _
Rlghl,ol.Way e, Agency Work. . . . . . . . . . .
I, Stat. Work. .. . . .. . . . , .. . . . . . .
g,Olhur ..............,....,..
h, Total A'Qhl'o"Wey Cost
Con.lrucllon i. Contra" . . . . . . . . . . . . . , .
Englna'''ng {j. Agency Force. . .
_" k. 51". Force....
I. Audit...."..............
m, Other ...................
n.Olhor ...,.........,...,.
o. Tel., Conetrucllon Co..
W.S.D.O,T, USE ONLYIWORK ORDER ACCOUNTING PLAN
Prog. 0111. C,S,
FHWA
Appr.O.I'
PREVIOUS
REQUESTED
TOTAL
AUTH,
CODE
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WA':" ,.rlGTON STATE DEPARmENT Of 1RANS~,; ,A TlON
fEDERAL . AID PROJECT PROSPECTUS
AGENCY Jefferson County
FEDERAl-AID PROJECT NUMBER BROS
-PiillX-
020.209
Rev; sed
DATE /-Z?,- 8"
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FEDERAL PROGRAM 1TIlE: 0 20,~ Xl 20.205 0 20.206
PRCAlECT Trn.E~ Owl Creek Bridge Replacement
PROJECT TERMINI mOM...Qw~e.lL&l.a(l :ro.-IlfiEl.er Ranch
FOOM: MP _..h~2 TO .1 . 31 t.f' Lenglh 01 prcjat1 ....Jl.:..9.!, Miles AWAAD lYPE
Gt' Local D Sla'e
o Local Forces 0 R.ilroad
C<1y Number _."'::m".... County Number J.~_."" County N.me o!~.U.~!:~,~r.!_._
Federel Agency :
[)( FHWA
o Other.s '.,__.m',"_,_'__,
EIS CE EA
OOT DislricL.."m,,3 ""....,,,...,,,,.. Congressionsl Di>1,ic!..."..2,m,...,,,,.......... IJ I nil 0 III
bgislalive Dis'ricts_Urban Area Number _ Area Clearinghou$I _ MPO_
'lOCAl. AGENC,v,-"I '; ", "f'EDERAI.;J:,',:',.,l, PERCEW I :OBUGATlON "
FUNDING '. " RJNOS i.!,I ',..1 FEDERAL ' OATE,"
(NearesIOollar) (Nasres' Dollar) "'(.'!' FUIlDS -MOiiih'YUi.~'-
3,000.00 12,000.~0 I 80.00 2 8B
1,000.00 -0-
'1'
lpHASE!
!
P.E, 15 000.00
----~
RW 1,000,00
CONST 137,000.00
TOTAL 153,000.00
27,400.00
31,400.00
109,600.00
121,600.00
80.00
5
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DESCRIPTION Of EXISTING FACILITY (EMISling Design and P,...1ll Condnion)
Ro.d.....y Wllllh: .......13,....,......m.._Number of Lanes: _..~,...._..__.,........_,
The existin9 bridge is II sirg1e lane (13.0 feet curb to curb) untreated log Ilnd timber
~) 6pM structure in poor c:orrlition. The log beaons am piling ere deteriorat.m to
cause the bridge to be JXlSt.ed to II 5 ton limit. l\dditiolll1lly, this bridge has bent
in mie.;.t:rei).'1l, and this t'Ollects debris as it is \oBshed dcwn CMl Creek during high
flCMS. The debris has dam3gell the bent severlll tiJoos Mil llCts as a darn trot causes
erosion of the bridge llblbnents.
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y -.-.......................... .........,................--.
'I11c prolXlsed Jlridge will be pre::ast-pre tensioned x-eWorco'l ooncrete slab ':! th a wi
of 20' (out...~tit)1lnd II miniJTun of II 16' roadway width (curb to curb) 1m3 60'-
6pM elimilll1Ung the bent in mid stream.
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AGENCV I PROJECT TiTlE
Jefferson Cbunty I (MICreekBri~e_~!.acennet ,',.,'. ,." ,., ",', , "l-n-B,}
'," ': .,<' " ',';.; :;/:":~/ ;::,:~:"~~(::::;~'; ~:':>::':::'" ~;:;:<~~A:;:'~:::-,,:';::~f~:::h;: GEOMETRIC DEStGN DATA Yt~f.t:;<~"!MMr%i:~t~:i:~:;::,:~b~A~t:;:i::if,<p;:h:m:)ji#:r.:v:;::,.<iNN:l
.'--'OESCRipTION lHinJGiriiiliE CROS5R~
~ 0 Principal Merial ~ [J Principal Merial
FEDERAL ~ CI Minor Arterial ~ D Minor Merial
FUNCTIONAL CLASSIFICATION I B ~:~I~r -I B ~~~IIec\or
CI Minor ColleclOr D Minor ColJecIOr
~ Access SlreellRoad Cl Acc.., Str.ellRoad
~~~iJ.~~e!.ed _..._--.__+E~T2~~~ 0 ~NTAIN D ~l9 ROLL ,j MOUNTAIN
~~,s,ig,~,~p'~,!!~L.._____",_"..__,..._..__.__,..J".,____~?_____._.___._ ,_._._..._..__._,_____
Exist~ AOT I
~~~~~:~;.~I?I.._-.,.."---.-,.---i.......--,tti'---'-.---...---- ..--.-.,------
Oe~ig~,~~!'1..Y.'l!~~..!:!.Y)~Adcili~:-i~PERiENCE " ..v;....C'., .,"..'
Property !to.iiJ'RYACCIDENTS FATAL ACCIDENTS
Damage ..-.--...........-- ............'- -,--.-.......,.. .........,-......---
Accidenls Number 01 Number 01 Number 01 Number 01
'lumber 01 Accidenls InulilS Accidenls Falalilies
Accidenls
'"...'.1'984.':.......,.......". ':=O=~~~""'" .:=:ii:~==~"'" :::::Ji'.:................. :~=::::O'............... ::=n:~...,............, '...........0.........'..........
........1985"....,..".......... ..............0 ....'..'...'..... ,.............0................... ,............,0,.................. ,.........,.....D,..............., ,............11..........,......... ,...........1>...................
--D
87.._.. __-.J1,..__, ,_0..__ ,.,--0 __ _---11 __ ..__ll 0
TOTAL NUMBER OF ACCIDENTS AllRIBlITABlE 10 LACK OF HAVING 1llE PROPOSEO IMPROVEMENT
".--T-==r I~
~RFORMANCEOFWORK ':":,"':'
YEAR
Tolal
Number 01
Accldants
..li~
nlrac,""
10.9 ".
P/.liminal)' Engln..ring Will B. Pa~orm.d By:
Construction Will Be Parformad By:
ENVIRONMENTAL CONSIDERATIONS '!'lus project is Class II, catigorically exerpt un:ler
Foderal Guidelines, 1\ S.E.P.B. Checklist has been ocrnpleted ariI declaration
of non-significance lead 1vJerc:i Status b!ls been issued. The new structure will
be an .lroprovmcnt envirormmtally because it will eliminate the exist:irg bent
in midstream.
,..
.....,....".......".,.................,.............,,,........,...........,..........................,......................................................................,........................-...."..........................-....................-...
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RIGHTOFWAVANDRELOCATION Additional right-of-way will be required to accom-
modate the bridge approach fills and cut slope.
WAT1:RAAEAINVOI.VEMENT This project will require a alPreline peIlTIit, Hydraulics
penni t, ariI posslbl Y II wa tcr q.1lIli ty terrp:>rary JrOdification peIlTIi t.
to
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DOT Form 140.00g A Revised 7/87 I'age 2013
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I AGENCY I PROJECT TITlE I DATE
Jefferson O:>unty Owl Creek Bridge Replacarent /-2~ -89
DESCRIPTlON OF UTLI1Y RELOCATION OR AlWSlMENTS AND EXlSnNG MAJOR STRUCTURES INVOlVED tllllE
PROJECT:
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FAA INVOlVEMENT
Is any airport Ioca',d whhln 2 mn.. oIlh, proposed pIOJId? D Va.
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REMARKS:
THIS PROJECT HAS BEEN REVIEWED BY THE LEGIS~nVE BODY OF THE AOMINISTRATlON AGENCY OR AGENCIES,
OR ITS' DESIGNEE, AND IS NOT INCONSISTENT wrrn THE AGENCY'S COMPREHENSIVE PlAN FOR COMMUNnv
DEVELOPMENT.
AGENCY:
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STATE OF WASHINGTON
COUNT~ OF JEFFERSON
'X
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RSSOI.UTION NO. 5-89
.~*~~I I Revising a oounty X
projeot designated as X
CRO 719. X
IT IS HEREB~ RESOLVED that The Owl Creek Bridqe, No. llW, on
the Maple Creek Road. ,
Road Log No. !jolU~ ,
from H.P. 1.27 to M.P. 1.31 W4X~XHViXPXXXXXXX)I*PI1lU.v\XXXXXXXX be
1mproved as-tOllowsl ----- -------------
Replace existing log structure with a concrete bridge.
IT IS FURTHER RESOLVED that an appropr1ation from the
off101a11y adopted road fund budget and based on the county
eng1neer's est1mate 1s hereby made 1n the amounts and for the
purpose shown I
PREVIOUS APPROPRIATION
$15,000.00($12,000.00 BROS)
PRESENT APPROPRIATION
15,000.00($12,000.00 BROS)
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Right of Way
Aoqu1a1 t10n
Sub-Total
Construotionl
X Contraot
1iCounty Foroes
TOTAL
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$15,000.00($12,000.00 BROS)
$85,000.00($68,000.00 BROS)
1,000.00
$16,000.00($12,000.00 BROS)
$145,000.00($109,600.00: BROS)
$100,OOO.00($85,OOO.OO'~ROS) $161,000.00($121,600.00 RROS)
JlThis project is 1ncluded in the officially adopted annual road
program as Item No.5.
__The project is hereby made a part of the officially adopted
annual road program 1n aooordanoe w1th R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that.
-tThe oonstruction is to be acoomplished by contraot in accord-
anoo with R.C.W. 36.77.020 at. aaq.
~The construction is to be aooomplished by oounty forces in
acoordance with R.C.W. 36.77.060 and W.A.C. 136.18.
PASSED AND ADOPTED THIS ';:;3 DAY OF Cla.,.........A~ ' /Ptf7.
BOARD OP JEFFER~~ COUNn /COMMISSIONERS
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AGENCY
c
AGENCY NAME' BILUNG ADDRESS
W.e.D.D.T. USE ONLY
FEDERAL AID PROJECT NUMSER
Jefferson County
Dept. of Public Works
P.O. Box 1220
Pt. Townsend, WA 9836
WASHINGTON STATE
OEPARTMENT OF TRANSPORTATION
CITY /COUNTY AGREEMENT
BROS-2016
AGREEMENT NUMBER
LA 0776
The Locel Agency having complied, or hereby agreeing to comply, with the tarms and conditions set lorth In (1) Title 23,
U,S. Code Highways, (2) the regulations Issued pursuant thereto, (3) OHice of Msnsgement and Budget Circular A.l02, (4)
the policies and procedures promulgated by the Wsshington State Department of Transportation and, (5) the Federal,ald
Project Agreement entered Into belween the State and Federal Government, relative to the above project, the Washington
Stste Depertment 01 Transportation will authorize tha Local Agency to proceed on the project by a separata notification.
Federal funds which are to be obligated for the project may not exceed the amount shown herein on line p.. column (3)
without written authority by the State, subject to the approval 01 the Federal Highway Administrator. All project costs not
reimbursed by the Federal Government shall be the responsibility of the Local Agency.
PROJECT DESCRIPTION
Name Owl Creek Bridqe Replacement. CR0719
Length 0.04 mi.
Termini Owl Creek Road to Fletcher's Pasture. M.P. 1.27 to 1.31 on Maple Creek Road
DeserJlllion of Work
Replace log and timber two span single lane bridge
with precast reinforced concrete single span,
single lane structure.
W.S.D.D. T. USE ONL Y
Work Order Accounting Plen
P'oo. 0111, C,8
fHW
TYPE OF WORK
ESTIMATE OF FUNDING
(1) (2) (3)
Estimated Total Estimated eatlmated
ProJoct Funds Agoncy Fundi Feder.' Fundi
;1..4,.00,0 .,00.. ~..Il,OO..OO :U...2.QO...00
..:1...00,0..00.. ...;1,00..00 ....e.Qo...OO
...... :-.0:-..... .., :-.0:-.... .. ..-:-.Q-:-....
WOAP AMOUNT
AUTH, CODE
D.1f
P.E, a, Agency Work ................'
b, S'ale Sorvicao ...........'....
c. Other .............,........
d. Tolol Prelim, Eng. Cool Eollmele
Rlght-of.Way o. Agoncy Work. . . . . , . . . . .
f. 510'0 Sorvlceo ..".,..........
g, Olhor ...,..................
h. Tol.1 R/W CO'I E.llm.le
Con.lrucUon I. Conlract . . . , . . , . , , . , . , .
Englnoerlng {/, Agoncy Force, . .
_'IiJ k, 51010 Force,. , .
1, Audll ..,....,.",.....,..
m,Othor ".............,'..
n.Othor .,.,...,.,...,."..
0, Tolol Conolructlon CO'I Eatlmalo
p, ~RMkc1.oST ESTIMATE OF THE
...... :-,0:-..,.. ... :-.0:-....
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...... :-.Q:-,.... ,.. :-.Q:-....
-0-
....:-.ll-:-....
-0-
.....::0.::...
.. ...::0.:....'
The Fedflfll'lld plr1lcipallon 'Ill In thil project wIll bit d.tllrmln.d b~ the Fld.r,l Gov.rnm.nt, Th. plrtll' 'JlpICI thlt It will bl -8..Q..Clb.
how.ver, It II undftr.tood thllthe rill mly Vlry, Th. LOCI! Aoency lor..e 'het thl. lorlemlnll. .nt.r.d wlthoul r.lylno upon any r.pr...nlltlon by the
Slllft mid. oullld. of lhll conlrlCl, or contllnltd her. In, II to whIt thl Fldlrll pll1lelplllon r.t. wltl h, II furlhlr lor... th.lll will not condItion Iny
fulure IcUonl wllh rllpeello Ihlt projllet cov.rfld by thl. larum.nl upon pUI, currin', or luture tlpr..tntltlonl II to Ih. F.d.ral plrtlolplUon f"', The
dOll'., .mounl 01 F.d.flll p.r1lelplllon cllnnol'lul."d Ihl ,mountlhown In lin. p" column (3), All Call. not rtlrnbufud by Ih. F.d.,,1 Governm.nt Ih,1I b.
thl ,..ponllblllly 01 Ih. LOCI' Agency,
DOT
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mVI~to 11.1
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STATE AD & AWARD
METHOD A
METHOD B
r CONSTRUCTION METHOD OF FINANCIC,
(Check Method Selected)
Advance Payment. Agency Shore of Tolal Construction Cost (Based on Contract Award).. . . . . . . . . . (
Withhold From Gas Tax the Agency's Share of Total Construction Cost (I/ne 0.. col. 2)
In the amounl 01 $-_ at it per rJ;Ionlh for _ monlhs ...........(
LOCAL FORCE OR LOCAL AD & AWARD
METHOD C _ Agency Cost Incurred with Partial Reimbursement.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( XX )
The Locel Agency further stipuletes that pursuent to said Title 23, reguletions and policies and procedures, and as a
condition to payment of the Federal funds obligated, it accepts and will comply with the applicable provisions aet forth
below, Adopted by official ection on December 7. , 19.JiL, Resolution/Ordinance No, .
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I SCOPE OF WORK
The Agency shall provide all the work, labor, materials and aervlces
necessary to perform the project which 13 described and set forth In detail
In tho "Project Descrlptlon" and "Type of Work,"
When the State acta for and on behalf of thC'l Agency, Ihe Slale shall
be deemod an agont of the Agoncy and ehall perform the 8ervlcea
described and Indlcetod In "Type 01 Work" on tho faco of thIs agreemenl, In
accordanco with pIons and specifications as propoaed by Iho Agoncy and
approved by the Slate end Fedoral HIghway Administration.
When the Slate acts lor tho Agency but nol subjftCt to tho right 01
control by the Agoncy, the Stalo shell have the rlghl to perform the work
subject 10 tho ordinary procodllres of tho Slsle end Fedorel Highway
Admlnlslrstlon,
II DELEGATION OF AUTHORITY
The Stote Is acting 10 fulllll the rosponslbilltles 10 tho Federal
Government by tho odmlnlslrotlon of Ihlll project The Agency agreos thot
Iho State shall heye tho lun authority to carry Ollt thIs odmlnlolrallon. Tho
Stale shall review, process and approve document a required for Fedoral.
aId relmbureement In 8ccordanco with Fodersl requlremenls, If the Stale
advertises and awards lho contract, the Slelo will further ocl 'or the
Agoncy In ell mailers con corning Ihe projoct, as roquosled by tho Agency, If
the locII Agency advertises and ftwerds the project Ihe Slale shall review
the work 10 lnturo conlormlty with the approved plens end apeclflcallona,
III PROJECT ADMINISTRATION
r
COriRln Iypos Dr work and aervlces ahall bo provided by the Steto on
this project II requesled by the Agency and dOlcrlbed In the "Typo of
Work" above, In addition, Ihe State will furnish qllsllllod poraonnollo, tho
':Jpervlsion and Inspectlon 01 the work In progrols. On local agency
advortiled and awarded projoctl, the lupervlllon and Inspection shall ba
limited to enlUrlng ell work Ie In conformance with approvod plans,
apeclllcllllona and Federal.ald requlrementl, The salary 01 auch enolneer
or olher lup(.rvlsor and all othflr lalarlesand coalllncurred by Stalo forcea
upon the projGCI will be conlldered a c('lll thereot, All COlla related to Ihla
pro/tlct Incurred by employeel ollha 8tate In lhe cuslomary mannor on
hIghway payrolll and youcher. Ihall bo charged II cosll ollh. project,
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IV AVAILABILITY OF RECORDS
All prolect rocords In lupport of all COlli Incurred and Aclual
f1.pandllurftl kepi hy Ihe Ag,,"cy, are 10 be mAIntained In ecoordance with
procodur81 prelcrltled by the DlvlllOIl of Mllnlelpal Corporflllonll ot Ihe
Stflle Audltor'e Ollloe, the U,8, Oepr.rlment of Tranlporlallon and
W.lhinglon Dflplutment ur Tranlportltion, Thlt record. aha" be open 10
Inlpectlon by the Sill' Ind FOdMa' Government al III ,ulonabl. time a
Ind Ihall be r"lalned and mlde IVIIl.ble for luch lnepecllon for. period 01
nntl.... than Ihrlft Vlar.'rom Ihe fln.l plyment 01 any Feder.I..ld fundi to
the AOflOcy. COPI"I ollllld recordl Ihlllt bit turnllhftd to Ihe BIllte Indlor
Fed",al Gov.rnmanl upon requel!,
OOT l4().O~. (1""liIl31 aw A'IH
....-;;----- I -._-
-
WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
By('i,~/f1 II~_
S"" Aid "'Ark 2 9 1988
DI" Execul,d
PROVISIONS
V COMPLIANCE WITH PROVISIONS
The Agoncy ahall nollncur any Federel.ald particIpation costa on any
clBsslllcatlon of work on tllIa prolect unUlalllhorlzed In wrlUI'g by tho Stale
for ellch claaalficatlon, The claesltlcetlona of work lor prolects are:
1. PrelimInary EngIneering up 10 and Including epproval
2. Preparation of Plans, Spoclficetlolllll, and Estlmeles
3, Righl.of,WIY Acquleltlon
4. ProJecl Construcllon
In the event thet Rlght.of.Wey acqulalllon 10', or actual conatructlon of
tho food for which PreUmlnary Engineering 18 undertaken II nol startod by
the Closing 01 the ruth 118cal yoar following tho flscel year In which the
eoreemont Is elCecllted, the Agoncy will ropay to tho $Ialo tho allm Dr Bum.
of Fede,al fllnds paid to Ihe Agoncy undar Iho terme of this egroemenl.
(S.. SocII" VIII,)
Tho Agoncy agron that all Itages of conltrucllon neceuary to
proyldo tho Initially plenned comptel' faclllly, within the limIte of thIs
project, will conform to at loaat the mInImum values 101 by approved
AASHTO design standards applicable to thle clan of hlghwaya, even
though auch addlllonal work la flnllnced without Foderal.ald particIpation,
The Agency egreel that on Fedarel.eld hIghway conalructlon projects
the current Federel.eld fftQulallona which Ipply to IIquldnted dameges
relaUvo to tho ba.lft of Fedoral psrtlclpatlon In the pr%cl COil ehan be
apptlcsble In the evenl the contraclor faU. to completo the contract within
the contract time,
VI PAYMENT AND PARTIAL REIMBURSEMENT
The lolal COlt of the prolecl, Including III review end engineering cOllft
and other exponlll of the Stet6, II to be paid by Ihe Agency end by Ihe
Federal Government. Fede,al funding shell be In accord wllh the Surface
Tranlporl1110n Aulatlnce Act 1070, Tille 23, Unlled Slalet Code, a.
ftmended, IlId OHlc. 01 Managemlnt .nd Budgel Circular A.102, The Stale
shall not be ultlmatety '.Iponllbl. for eny of the co.te of the proJec!. The
Agency ahan b. ulllmllely r..ponllble ft)f eU COlts Illoclat.d with the
proJecl which ere not relmburled by the Feder.1 Government, NOlhlng In
thl, agreement Ihall be conllrued .. . promlle by Ihe Stale .. to the
amollnt or nature 0' Federal plrtlelpallon In Ihll prolflcl,
1, Prellmlnarv Engln..~ng, Right 01 WIV A.qulllllon Ind Audll
eOIII,
The Aglney will PlY for Ao.ncy Incllrred cooll on the project,
Following luch paym.ntl, vouche" ehall b. lubmlll.d 10 the SlAt. In the
formst prelcrlbed by the Bille, In quadruplicate, not more thin one per
Inonlh, Th. 81.t. will rtlmbur.. the Aoencv lip to the .mount Ihown on the
lie. 01 thl, .gre.m.nt for tholl CDII. .,lglbl. 'or F.d"ll partIcipation to
the ,xl.nt that .uch COil. Ire directly ettrlbllllLlI Ind proflerly alloclbl. to
'hi I P'OJI.', E.plndlt.,.. by Ihl LoCI' Aglnov lor 'hi I",bll,hmonl,
mllntflnanc:e, Oln".' Idmlnlltrltlon, .Uplrvlllon, and othlf oVllh..d thlll
nol bl ollglbll fo, Fod.,I' pI~lolplllon,
Thl SIIII will PIV 10/ SII'O In..rrod '0111 on Iho p'OJI.I, FOllnwlng
pavmlnt, thl I):la,o ahan bill thl ,.d."l aav.rnmlnt 'or r.lmbllrum.nt 01
IJ. 0776
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. ~~'."J." ,;"" 1: \ h . :~ { 'II 'J "~ ~. ,"'. ~~, I,.. I' " 1 \'~,"/ ,.,,/ X:':, ~ . II~:', tt,~ "I l' d~ '~Cll,:1 ,,<,1, : ,', 'I~p: ~\ 'I ',: ",.',/,I;r :II)'~' :;, "I /, l\ '[\': h ,'} , ' :.\j ~'i\' '/\~~','I. I'll, ;j' \..; ,1, '/ '/. . \ :: :., ~'I '(.'1.,.' ~'" I~:'
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th~~e'costs eligible for Federal particlpatiOn(,ne extent thai such costs
are directly attributable and properly allocable 10 this project. The State
shall bill the Agency for that portion 01 State costs which were not
reimbursed by the Federal Government. (See Sectlon VIII.)
2. Project Cttnatructlon COlts
Project construction financing wilt be accomplished by one of the three
methods as Indicated In this agreement.
METHOD "A":
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The Agency will place wllh the State. within twenty (20) daya
after Ihe execution 01 the construction contract an advance In the
amount of the Agency's share 01 the total construction cost based on
the contract award. The State will notify the Agency of the exact
amount to be deposited with the State. The State will pay all costs
Incurred under the contract upon presentation of progress billings from
the contraclor. Following such payments, Ihe State will submit a billing
to the Federal Government for the Federal.ald participation ahare of
the cosl. When the project Is substanllally completed and final actual
cosls of the project csn be del ermined lhe State will presenl the
Agency with a finel billing showing the amount due the State or the
amount due the Agency. This billing will be cleered by ellher a payment
from the Agency 10 the State or by a refund from the State to the
Agency.
METHOD "B":
The Agency'a ahare of the total construction cost as shown on
the face of Ihls agroement shall be withheld from lis monthly fuol tax
allotments. The face 01 this agreement establlahes Ihe monlhs In
which the withholding ahall lake place and the exact amount to be
withheld each month. The eltlent of wlthholdln" will be confirmed by
letter from the Slale al the time of contracl award. Upon receipt of
progross billings from Ihe contraclor, the State will submIt luch
billings 10 tho Federal Government for psyment of Ita participating
portion of luch billings.
METHOD "C":
The Agency may lubmlt vouchera to the Slate In tho format
proscrlbod by the State, In quadruplicate, not more lhan once por
month lor thoae coati ellglbla tor Federal,particlpatlon to the extent
thet luch cosls are diroclly allrlbutablo and properly allocable 10 thla
project. Exponditurea by Ihe Local Agency for Ihe ealabllshment,
maintenance, ooneral admlnlatrallon, suporvlslon, end othor overhead
8hoU nol be eligible lor Foderal part/clpallon.
The Slate will relmbur88 the Agoncy 'or Ihe Federal shero of
ollglble projecl coat a up 10 tho amount Ihown on tho face of this
agreement. At the tlmo oleudll, the Agency will provide documentation
01 all cosla Incurred on tho project,
The Slate ahell bill the Agency for aU costs Incurred by the Stili
relative to tho project. The Slate ahall alia bill the Agency for the Federal
funds paid by tho Stat. to Ihe Agency for prl)Jecl COltD which are
lubloquenlly dotermlned to ba Inellglbla for Fedoral partlclpeUon (Sel
Boellon VIII).
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VII AUDIT OF FEDERAL AID PROJECT
The AQency, II I8rvlctll 01 e Conaullllnt are required, Ihall be
responslbht for audit of 'hi Conlultant'l recordl to determine ellglbla
Fodorel.aid COlt a on the project The report of IIld ludit Ihall be In the
Agoncy's fjlel and mado available to the State Ind tha Federal Govern.
menl.
An audll ahan be conducled In accordanc. wllh Olflc. of Management
Ind Budget Clrclllar A.102, AUachment r,
If upon ludllII la found that,n overpayment, or plrtlclpatlon 01 F.deral
mOMy in Inollglble lIeml of COil, hu occunld, Ihe Aoency ehlll relmburll
thl! Stale for the Imount of auth oVlrplvmlnl or ..c... plrt/clplllon. (S.I
aoellon VIII,)
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VIII PAVMENT OF DILLING
Thl't AOlncv lor... thltll plymenl or Irrlngem.nt 'or pIvmflnl of InV
of Ih. 811Ie'. blltlng rellllv.lo thl projecl (.,g. Stili force work, pro/let
ceneellUon, overp'vmflnl, COlli In.lloJbt. for Fed.rll plrt/olp,lIon, .IC,) II
Mt mid. to the 8t"l. wllhin 45 diva Ifter th. Aoencv h.. be.n blllld, thl
BII" Ihllt .Hlcl relrnburum.nt tll thl totll lum dill r,om tha raout'lf
monlhlv luelllll: IlIolm.nl. to the Aoency ham the Molor VI_hltl. Fund, 'Jo
IddiliOnlll r.dertl rlrojftCI fundlno will bl Ipproved unlll rull pIVmJtnl I.
00' lM)O" ('trI,II') QW A II.
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received unless otherv.U" directed by tho Stete Aid Engineer.
IX TRAFFIC CONTROL, SIGNING, MARKING, & ROADWAY MAIN.
TENANCE
The Agency will not permilany chenges to be made In the provisions
for parking regulatlona Bnd treHic conlrol on thla proJecl without prior
epproval of the State end Federal Highway Administration. The Agency will
not install or permit to be Inltalled Iny Ilgns, algnals or markings not In
conformance with the slandards approved by tho Federal Highway
Administration and MUTeD. The Agency will, allts own expenae, maIntain
the Improvement covered by thia sgreemen!.
X INDEMNITY
The Agency shall hold the Federal Government and the State harmless
from and shall procesa and defend allts own expenae, all claims, demands,
or sulte whelher at law or equity brought aoalnat the Agency, State or
Federal Government, arising 'rom the Agency'a execullon, performance, or
'ailure to perform any of the provlalons of this agreement, 0' of any other
agreement or contract connected with this agreement, or arillng by reoson
of the participation of the State or Federal Government In the project,
PROVIDED, nothing herein ahall require the Agency to relmburee the State
or tho Federal Govornmont lor damages arlaing oul of bodily Injury to
persona or damage to property caused by or resulting from the lole
negligence of Ihe Federal Government or the State.
No Ilablllly shall,"ach to the Slate or Federal Govornment except 8S
expreesly provided herein.
XI NONDISCRIMINATION PROVISION
The Agency hereby agrees thai II will Incorporate or cause 10 be
Incorporated Into any contracl for conslructlon work, or modification
thereof. as defined In the rulea and regulatlona of the Secretary 01 Labor at
.. t CFR Chapter BO, which 10 peld 'or In whole or In part with 'unda obtalnod
'rom the Fedoral Government Or borrowed on the credit of the Federal
Government pUrluant 10 I grant, conlrtct, loan, Inlurance or guaranlee or
undertaken pursuant to any Federal program InVOlving luch oranl, conlract,
loan, Inaurance or guarantee, th. following equal opportunity olaule:
"DURING THE PERFORMANCE OF THIS CONTRACT, lHE CONTRACTOR
AGREES AS FOLLOWS:"
(a) The contrlclor will not dllcrlmlnate agelnel any employee or
Ipplicant for employmont becaulo of rice, color. r8liglon, lex, or naUonol
origin. The conlrlctor will take Ifflrmatlve Icllon to enlure thet appllcante
aro employed Ind thlt employe.. Ire treated during employment wllhout
regard to their rac" cQlor, reUglon, IIX or national orloln, Such Icllon .hall
Include, but not bl limited to the 'ollowlng: employmenl, upgradlno,
dlmotlon or Iranller; recrultm.nt or racrultment Idvertlllng: layoff, or
lermlneUon: rllll 0' PlY or other forml or companlltlon and ..Iectlon for
t"lnlng, IncludIng Ippr.nUcllhlp. The contraclor Igreel 10 pOlt In
con.plcuoul plIC", Ivanlbl. to employe" and appllclnta 'or employ.
m.nt, notlcal to be provided by the Ag.ncy .otllng lorth the provlllonl of
thll nondllcrlmlnlllon cllu...
(b) The contrlctor wl1l, In all 10llclllllonl or Idv'r1ll1mentl 'or
amploY"1 pllc.d by or on Lleha" or th. conlrlctor, It.te thltall qualifIed
.ppllclnll will recelv. conlld.rltlon for .mploymlnt without reglrd 10 raCI,
color, reUolon, IIX or nltlonll origin.
(c) The contrlclor will land to elch Ilbor union or repreaenlallvl of
work.rl wIth which hi hi' . collective blrgelnlng .gr.em.nl or olher
contract or under,landlng, I nollce to bl provided by the Agency advlllno
the ISld Ilhor union or worker" reprluntlllve. or Ihe oonlflotor',
commitment. under Ihli ,.ctlon ".2 and Ihlll pOll copl.. of the notlco In
conlplcuOUI pllell IVllllbl. to emploY"1 and applicant I for emplovment.
(d) Thl contr.ctor wll1 comply with III prevl.lenl 0' EMecull". Order
"2.1S 0' Sepl.mber 24, tDO& Ind 0' Ihe rulli, rlgulltlonl and rel.vanl
orderl 01 Ih. Sflcrelflry of Llbor.
(0) Tho .onlroelor wllllurnl.h olilnlorm"lo. ond 'opo~. roqulrod by
E.oouti,o Ordor t 1248 01 Soptombo, 24, .085 ond by tho ,ul.. ond
,.gullUonl Ind orderl of t"'l S.crelary 0' Labor, or purluant th.reto and
will permit ICC'" 10 hi. book., r.cordl Ind Iccount. by the Fld'fI'
Hlghwoy Admlnl.t,"lo. ond Iho Boerolory 01 Lobor 10' purpo... of
InvIIUglllon to IItlrtlln complllnce with .uch rulli, "Quillian I Ind
orderl.
(I) In the Iv.nt of the conlractor'. noncompllanc. with the
nandllcrlmlnltlon CIIUII. of thll contrlct or with any of .uoh rulli,
rtuulltlonl' or ord.rl, thl. contract mly bl uncal.d, termlnlled or
,ulpendftd In whol' or In plrt .nd 'hi conlrlclor mav bl dlolarld InlUglblfl
ror furthl' QC'I\Itrnmlnl conlrlctl or Fedlrallt ...lllld tonllrucllon con.
trett. In Iccordlnn. wllh prDcedurll lulhorllld In E.lcullvl Ordl' "248
t., 0776
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01 September 24, 1965 and such other aanctlons may be Imposed and
remedies Invoked a. provided In Executive Order 11246 of September 24.
1965 or by rule, regulation or order 01 the Secrelary of Labor. or as
otherwise provIded by law.
(g) The contractor will Include the provisions of this sBctlon 11.2 In
every subcontract or purchase order unless exempted by rulss, regulallons
or orders 01 the Secretary of Labor Issued pursuant to Section 204 of
Executive Order 11246 of September 24, 1965 80 that such provisIons wlll
be binding upon each subcontractor or vendor. The contractor will take
such Bcllon wilh respect to any subcontract or purchase order 88 the
Agency, WA Dept. of transportation or Federal Highway Administration may
direct a8 a means of enforcing luch provisions Including sanctions lor
noncompliance: ProvIded, however, that In the event a contractor becomes
Involved In, or Is threatened with litigation with 8 subcontractor, he may
request the Unlled Stales 10 enter Into such IlIlgatlon to protect the
lnlerests 01 the UnIted States.
The Agency further agrees that It will be bound by the above equal
opportunlly clause wIth respacl to Its own employment practices when It
participates In Federally assIsted conltruction work: Provided, that If the
applicant ao particIpating Is a Stale or local governmenl, the above equal
opportunlly clause Is not applicable to any agency. Instrumentallly or
subdivision 01 auch government whIch does not participate In work on or
under the contract.
Tha Agency also agrees:
(1) To Dsslat Gnd cooperate actively with the Stale In obtaining the
compliance 01 conlractora and aubcontractors with the equal opportunity
clause and rules, regulations and relevant orders of the Secretary of Lebor.
(2) To rurnlsh the State auch Information 88 It may require tor the
supervisIon of luch compliance and that It will otherwise Bsslst tho State In
the dlachlrge 01 Its prlmlry responllblllty for Iscurlng compllence.
(3) To refraIn trom entering Into Iny contract or contract modification
allbJect to ExecllUve Order, 1124001 Soptember 204, 19B5 wllh . contraclor
dobarred from, or who has not domonstrated ellgibl1lty lor. Government
contracts and Federolly assIsted conslructlon contracts pursuant to the
Ellocullve Order.
(of) To cerry oulauch 88nctlons and penaltlea 'or violation 0' lhe equal
opportunily clause 811 may be Impaled upon contractor. and
Illbconlractora by Iho Slale, Federal Highway Administration or the
Secrelary 01 Llbor pursuant to Part II, subpart D of the Ell8cutlve ardor.
In addillon, the Agency agree. Ihatlf It talll or refulea to comply with
those undorteklnga, the Stala may take Bny or all ollhe following lIollona:
(e) Cancel, termInate or 8uspand this Igreement In whole or In pari:
(b) Refrain from exlendlng any further 8881.18nce to the Agency under
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the program with relpect to MIlch the tallure or r.lulIl eccurred unlU
IItlelactory leaurance of fulure compliance has been received from the
Agency; and
.. (c) Refer the case 10 the Department 01 JUltlce for appropriate legal
proceedings.
XII LIQUIDATED DAMAGES
The Agoncy hereby agreea that the liquidated damages provisions
of 23 CFR Part 630, Subpart C and Volume 8. Chepter 3, Secllon 1 of the
Federal.eld Highway Program Manual, as 8upplemented, relative to the
emount ot Federal partIcipation In the project cost, shall be epplicable In
the event the contractor falls to complete the contrect within the contract
time. Fsilure to Include liquidated damages provision wlll not relieve the
Agency from reduction of Federat particIpation In accordance with this par.
agraph.
XIII TERMINATION FOR PUBLIC CONVENIENCE
The SecretefY, WaahlnglOn State Department of Transportation may
termInate the contract In whole, or from time to time In part, whenever:
(1) The requlalte Federal funding becomes unllvallable through failure
of appropriation or otherwise.
(2) The contractor la prevented from proceeding wIth the work 8S 8
dlrecl r.sull of an Executive Ordar of Ihe President with rospoct to the
prosecution of war or In the lnterosl or national defenle; or an Executive
Orden of the President or Governor of the State wIth teapect to the
preaervation ot energy reaourcel:
(3) The contractor la prevented 'rom proceeding with the work by
reaaon of a preliminary, apeclal or permenent restrllnlng order of . court of
compelent jurllldlcllon where the laauanc. ol.uch order la primarily cauaed
by the ,"f. or omllalona of perlona or aoenciel other than tho contractor:
or
(4) The Secretary determlnea that luch termination la In the belt
Inlorelltll ot the Stale.
\
XIV VENUE FOR CLAIMS AND/OR CAUSES OF ACTION
For the convenience of the partlel to thla contract, It Ie agreed that
any clalml and lor caut.. at Ictlon which the Local Agency ha. agalnlt the
8tale 0' Washington, growing out 0' thla contrlct or the project wIth which It
,. concerned, ah.1I b. brought only It'! the Superior Court for Thuraton
County.
ADDITIONAL PROVISIONS
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WA~"NGTON STAlE DEPARTMENT OF TRANSPORTAnoN
FEDERAL . AID PROJECT PROSPECTUS
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AGENC'L-J ef f er son Co un t Y_._ FEDERAL.AID PROJECT NUMBER BROS
--preflX-
DAlE ? Pet! /737
2016 I )
Roule .............
o Olher
FEDERAL PROGRAM TInE: 0 20.204 10 20.205 0 20.206
PROJECT TlTLE~1-_greek Bri.33~~'p-lacement
PROJECT lERMINI FROM_QwLC.r.e,ek-ltQ.Q,IL,__TO Fletcher Ranch
FROM: MP ",,,!,,,,.?} TO ""'!:,,~.~.!. MP Lenglh of ProJed ,,,,_Q.:,,Q,~, Miles AWARD lYPE
o 20.209
R1 Local
o Local Forces
City Number .".",;::"""'"",, County Number .J"~""",,, County Name g:~.~K~E.~,2.~.__"""....
o State
C1 Railroad
Fedaral Agency:
IJ! FHWA
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EIS CE EA
DOT OlslricL"'....",3""""",,,,,,,,,,'" Congressional Oistricl""".2"""""""""""". 0 I nil 0 III
Legislative Oistricts__Urban Area Number __ Area Clearinghouse _ MPO_
P.E. E'OOO.OO 3,000.00 12,000.00 80.00 2 88
R/W -0- -0- -0-
CONST 8.~000. 00 17,000.00 68,000.00 80.00 5 G9
TOTAL 100 000.00 20,000.00 80,000.00
DESCRIPTION OF EXISTING FACILITY (Existing Dsslgn and Present Condhlon)
Roadway Width: """.13."""""""""""""" Number ot LanDs: """1"""""""",,,,,,,,,,,,,,,,,..,,,,,
The existing bridge is a single lane (13.0 feet curb to =b) untreated log and timber
t\<.U span structure in poor corrlition. The log beams arrl piling are deterioratro to
cause the bridge to be posted to a 5 ton l.lmit. l\dditionally, this bridge has bent
in midstream, and this oollects debris as it is washed down CMl Creek during high
flows. The debris has damaga:l the bent several tlmes and acts as a dam that causes
erosion of the bridge abJtments.
"'DESCRI';;T'ION'OF'PROPOSED'WORK''''''''''''''''Ri''''''N~~'C;;~;;;;d';;;;".""'''''''''"...."''''',,..''i:i''''''3:R''''''''''...,,'''',,.,,''''''''''''''''''''''''''''''.....".".....
Roadway Width: "'".,,""~,~J~.~,L Number of Lanes:,,,,,~"''''''''''''''''''''''''''',..
'l11e proposa:l Rridge will be precast-pre tensionoo reinforCED concrete slab ~th a wi th
of 20' (out--"out)arrl a minimum of a 16' roadway width <=b to curb) and 60'-
span el.lminating the bent in mid stream.
"''''-Tt\='=n::-::--='-'--~'I:.'T''--''--'
",~Q,cal" ,.ganllY..~nla,\fl"r.;aI~n,Bo=,t",G.,,,,N.cl'M.l.tt,,,,,.P..,E,,,,.,,,,....""""".....,,~...........,,"",,.. ."p.\.~.....,,:!'(l'G"''3'B'5'''!1rr;O.''......~.......
),l~ll!Dg.Ati~I~~'.J....O""'_.~.lL!.?),,9.._..___.. hone - -
.9"Y,,,,,,,,,,,.r.9.F.~,..~,S.~.I,,.!'!~,~,,,~,B.,~.~.B.,,,,,,,,,,,,,,,,,,,,,,,,"."".."'".."'"."........"W.,~~,h!~g\Q.n",,,,,,~'P.,~~.?.~.~,~~..."....._......_._......."
L~~il~~I~~rOc~i:~~~c~:~Rn~y^L BV: -P"'..;y-~ proy ng ~ul~ii'r1tv)".."""'''''..''''''''..''''''.".".....
..,....._"...,...""'.."....,""","",.. ....,.,,",..,~~~~~:_:.q~~:=:~:':~=~~~~...~~~,: i.~e."LtH.:7
DOT Form 140.o09^ Revlsed7/97 Page' of:l
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I PROJECTTITLE
i CMl Creek Brid e
FEDERAL
FUNCTIONAL CLASSIFICATION
Principal Arterial
Minor Arterial
Collector
Major Collector
Minor Collector
Access StreetlRoad
! 0 Principal Arterial
a: 0 Minor Arterial
~ 0 Collector
.....,........ 0 Mejor Collector
~ 0 Minor Collector
ii! t:::i Access StreetlRoad
ROLL r.::; MOUNTAIN
Construction Will 80 Pertormed 8y:
[ ENVIRONMENTAL CONSIDERATIONS This project is Class II, catigorically cxanpt umer
Federal Guidelines, A S.E.P.B. Checklist has been canpleted and declaration
of non-significance Lead Agency Status has been issued. The new structure will
be an improvement enviromentally because it will eliminate the existing bent
..",,,,,,,i.~..~,~~:,:~:.,,.....,,,,,,,,,,.,,,,.,,.,,.,,.,,,,...,,,,.,,,,...,,,,,,,,,,,,,."""......"........"""".."""..,,,,,,,.,,,,...,,,,".....",,..""...,,.......,,...,,,,,,,,.,,"..."..".""...""""...""..........."
."""..",,,,,,,,,,,....."..",.....,,.....,,........,,..,,,,..,,,,..,,,,,,,,....,,....,,..,,,..""...-"........................."...............--.-.".......................-.-.......-'...-.........--.-J
RIGHT OF WAY AND RELOCATION No right of way is required to be acquired for this
project.
----...-......-..--................,..........-................................--...............--.--..-----
[:-...-------- :J
WATER AREA INVOlVEMENT '!'his project will require a shoreline pennit, Hydraulics
permit, aM possibly a water quality tem[:orary trodification pennit.
------------------------~------------------------------------------------------
DOT Form 140-009 A Revised 7/97 Page 2 01 3
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Owl Creek Brid e
DESCRIPTION OF UTlLIlY RELOCATION OR ADJUSTMENTS AND EXISTING M.6JOR SlRUClURES INVOLVED IN lHE
I PROJECT: "
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FAA INVOLVEMENT
Is any airport Iocalad wnhln 2 mllea of the proposed project? 0 Yea IiU No
I REMARKS:
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THIS PROJECT HAS BEEN REVIEWED BY lHE LEGIS~TlVE BODY OF lHE ADMINISlRATlON AGENCY OR AGENCIES,
OR ITS' DESIGNEE, AND IS NOT INCONSISTENT WITH lHE AGENCY'S COMPREHENSIVE PLAN FOR COMMUNIlY
DEVELOPMENT.
AGENCY:
OAT!;;: ....."i.J,,:..2:.J...7...._
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STATE OF WASHINGTON
COUNTY OF JEFFERSON
'X
In the matter of:
RESOLUTION NO. 96-87
Initiating I ~ a county X
project designated as X
cro 719. X
IT IS HEREBY RESOLVED that The OWl Creek Bridge
No. llW, on the Maple Creek !bad
Road Log No. 135109
from M.P. 0.00 to H.P.0.04
improved as follows:
Replace existing Log Structure with a concrete bridge.
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IT IS FURTHER RESOLVED that an appropriation from the
offioial1y adopted road fund budget and based on the county
engineer'S estimate is hereby made in the amounts and for the
purpose shown:
PURPOSE PREVIOUS APPROPRIATION
PRESENT APPROPRIATION
Engineering -0-
Right of Way
Acquisition -0-
Sub-Total -0-
$15.000.00 (12,000.00 Fed. Aid.B.R.O.S.
-0-
$15.000.00 (12,000.00 Fed. Aid. B.R.O.S.
$85,000.00 (68,000.00 Fed. Aid. B.R.O.S.
Construction: -0-
~Contract
_County Foroes
TOTAL -0-
$100,000.00 (80.000.00 Fed. Aid. B.R.O.S.
_This project is included in the officially adopted annual road
program as Item No.
~he project is hereby made a part of the offioially adopted
annual road program in aocordanoe with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
JlThe oonstruction is to be aocomplished by contract in accord-
ance with R.C.W. 36.77.020 et. seq.
_The constructicn is to be accomplished by county forces in
acoordance with R.C.W. 36.77.060 and W.A.C. 136.18.
PASSED AND ADOPTED THIS :;1&k DAY OF /!&P./. I /fr.f1.
COUNTY COMMISSIONERS
SEAL:
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
PROJECT/WORK AUTHORIZATION
AREA ,Air=:. ~r E'I\J V
PROJECT f'l.e.MEI ()tUL CIUeK g.eil)61!
TYPE OF WORK i3/2.ltJ~ e ~/J c..eHeN I
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AREA CODE:
PROJECT
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COST ESTIMATE:
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TOTAL:
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SUBMITTED :?J'ov<<--I...... -30 198..1
BY:~~
APPROV~:D: _ 0 2 198L
BY:_ Q, K.x.---
DIRECTOR 01 PUBLIC WORKS
ROUTE TO: INITlAL 'ACCOUNTING ~
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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P,O, Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe, P.lE., Director
Robert Q, Nesbltl, P,E.. County Engineer
MEMORANDUM
DATE:
November 23, 1988
CR0719 File i~
Bruce Laurie, Construction Engineer ~
Approach Alignment for Owl Creek Bridge
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FROM:
SUBJECT:
Due to the second re-design of the length of the Owl Creek
Bridge, the west approach to the bridge may require a total re-
design, including ne'tI horizontal and vertical alignment,
earthwork re-calculation and redrafting. The re-design could be
necessary because the additional length of the bridge encroaches
into the horizontal curve of the approach. in reviewing the
situation with Aubrey Palmer, Design Engineer, three alternatives
were considered.
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One is to re-design tho approach as described above, two is to
design a bridge with a curve in it, and three is to allow the
alignment of the approach and the bridge to differ slightly.
The Third alternative was chosen because the difference in the
alignment at the bridge end (the greatest difference) is under a
foot and will require the least amount 01' ,design time with no
significant effect on the traffio.
The First alternative was eliminated because it would require the
design process to start over I'rom the beginning, essentially
scraping all existing design on the approach and requiring a
total ro-draft of the projeot plans which would be too time
oonsuming and costly.
,.
The Second alternative was oliminated because the bridge dealgn
(procast, prestressed, relnfora~d ooncrete hollow slab) does not
allow for ourved designs and other deaigns arc to oostly.
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CR0719, OWL GREEK BRIDGE REPLACEMENT, M.P. 1.27-1.31
Design Report Narrative
January 26, 1988
B. Laurie
Project History:
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The project was conceived after the 1985 bridge inspection
and ensuing Bridge Inspection Report. In the report the bridge
was judged to be in poor condition due to the rotted untreated
log pilings in the west and east abutment bents and the spliced
pilings in the middle bent that results in little resistance to
overturning moments of the middle bent pilings. At the time of
~he report the S.W.I.B.S. form was coded to reflect the condition
of the structure and submitted to state Aid and on June 13, 1986
the Bridge Advisory Committee met to select additional bridges
for funding on the B.R.O.S. Program and advised Jefferson County
that a C3R meeting on site was required to pursue the funding.
The C3R meeting took place on site on September 9, 1986, and the
decision was to fund the replacement of the bridge.
Current Findings:
The project is
Construction Program
Transportation Plan.
80% of the cost with
currently number 6 on the 1988 Annual
and number 12 on the 1988-93 Six Year
The funding proposed is for BROS funding at
a 20% match by Jefferson County.
Recommendation:
The recommendation is to construct a single lane replacement
structure in the same location and at substantial the same
horizontal and vertical alinement as the existing bridge. The new
structure should be founded on driven steel H piles with a
superstructure consisting of standard precast prestressed
reinforced concrete slabs with a clear span of 60 feet minimum
and a 16 foot minimum curb to curb width ( to mee~ FHWA min.
standards for a single lane bridge). Worl: to the structures
approaches should be minimal with widening only enough to
accommodate standard bridge approach guardrail.
Submitted,
~ __ _~------ Date_d~/~
Br.~~struction Engineer
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Approved:
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_ __' _ ~ _____", Date_ _~ ___
ohart G. Ng bitt, P.E., County no ggr
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Gary A. Rowe, P.E., Director of Public Works
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JEFFERSON COUNTY ROAD DESIGN WORKSHEET
County Area:__~___
Prepared bY:_~~_____
Checked by:____________
Date:_L:~~~~~___
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Road Name:_~~~~__~~f~~___~~~____________ Road Number:.(~~LQ9____
Project Title:__~~~___Qg~J'~__t.r~~~~€___~E~~~~~€~f_7--~}?~~L?----____
From: M.p._/~lZ__ To: M.P._~~~_ Length of Project:__q~q~___(miles)
AWARD TYPE
State
County Forces
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Other:
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Total ;/OO,ooD.o,); 20,000.00
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Description of Existing Facility: (existing design and present condition)
Roadway width__~1~~_ Number of Lanes___L___ Shoulder Wldth__=:___
Surface Width_..!_~.:__ Surface Type__{:..rt.IffJ!!E'-./.P.OIl~"''''IJ WQtJ.;J /,1IJ12,.;JCoIf;)
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Description of Proposed Work: New Construction v" 3R Maintenance____
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Roadway Width: /(, / Number Lanes: I Shoulder Widths: Lt_=-_ Rt.::"__
(8.o;or.E:) 0-..) ----
Ball ast Depth: _ffE~ tlefushed Surfacing Depth: ,;>.1.[_ 6Cl.-OW
Surfacing Width:t~~~~urfaCing Type::!.?~ Surfacing Depth:_~t~r ~~~~AdW~~
3'H1l r ~N e"":'c,c
Sight Di stance Minimum:t!~!'" Clear Zone: ~_ Super Elevation: _.'!_~
Horizontal Curvature: Max. D.~~ Min. R.~~ Maximum Grade:
Design Speed:~~_ 2-Way Left Turn Lanes: (which legs) _~____ ____
Deceleration Lanes: (which legs)_~~___ ____ ____
Left Turn Lanes: (which Legs) __~~f1__ ____
Lengths of Left Turn Pockets for Turn Lanes: __~__ ____ ____
Soils Analysis Required: Yes ~ Drainage Plan Required: Yes ~
GUardrail:~ No
Illumination: Yes ~
Storm Drain: Yes @
Crack Sealing: Yes~)
Cross Culverts:
Yes
@
Photo Documentation Cie. Video):
3SMM -Gr,<.4 PNoro, ~ No
Proposed Roadway Cross Sectio",:S'r....' .4rrf:JCH;;P r>l"''''''" ~~<tT/ONf>,
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JEFFERSON COUNTY ROAD DESIGN WORKSHEET
Road Const~uction Ag~eements Needed: Yes ~ Speed Study: Yes ~
Right Of Way Needed: Yes @ Tu~n Movements: Yes Q
Hyd~aulic Pe~mits (whe~e applicable): ~ No Cu~bs: Yes ~
Sho~eline Management Pe~mit (whe~e appliCable):~ No
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: Functi onal
:Classification
:Te~~ain
:Posted Speed
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:Existino ADT
:Desion Yea~ ADT
:Desi~n Yea~
:D~si n Hou~lv Volume:
Yea~
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Accidents
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GEOMETRIC DESIGN DATA
Cross~oad
~ 0 P~incipal A~te~ial
~ 0 Mino~ A~te~ial
__=_61 Coli edo~
~ 0 Majo~ Collecto~
~ 0 Mino~ Collecto~
~ 0 Access St~./ Road
OFlat ORollino DMountain:
Th~oUQh Route
z 0 P~incipal A~te~ial:
~ 0 Mino~ Arte~ial
__=__Q Collecto~
~ 0 Majo~ Collecto~
~ 0 Mino~ Collecto~
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: 0 Fl at Roll i no 0 Mountai n:
25
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ACCIDENT - 3 YEAR EXPERIENCE
INJURY ACCIDENTS I FATAL ACCIDENTS
:
:
:Numbe~ of
:Accidents
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Total
:Numbe~ of:Numbe~ of:Numbe~ of: Numbe~ of
:Inju~ies .Accidents:Inju~ies Accidents
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. TOTAL
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. 0 . 0 I 0
ACCIDENTS ATTRIBUTED TO LACKtlF
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~RFORI1ANCE QE....WORK
Enginee~lng Will Be Pe~fo~med By.
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II1PRDVEI1ENT
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HAVING THE
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P~io~ity Rating.~~_ D)ate._(.~e~B_Z Inte~sectjon Ratlng:~lS Datel________
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Road Su~face Rating:____ Datel_______ Axle ClaSSiflcatlon:_~ Datel
Spot Speed Study (85th. pe~centi I e) : .".!$l Date.________.
T~uc:l( Movements and Count (oach log). _______l:!l.KL____ Dllte..________
________________ Datel________
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Will Be Pe~fo~med By:
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ENVIRONMENTAL CONSIDERATIONS: (.l :fJ, f? (J . C IJ~C;~ i-/e,r /.fl< 'S tSd'1!.1l/
(]ot1I"L.r:T/!"O, /-! ()/:,EII."IIN"'rt~'v c>,:: /'JOrJ- :JIGNIFc.a..vce AN'" LE;40
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RIGHT OF WAY RELOCATION:
,1)0 /2./61+"" Dr- W,.:JI/ ,v/'-(" ~,e: ACqvIIZ"-O ( NO .e~toc""rlO/'1) W/\,.l.
/C"t: I!-C(;UI/III'O
WATER AREA INVOLVEMENT: 01,1.I,- c.tt,r.(;iC _ /./'Itllit~"''''C~ 1"6;21<-'1;
l.!.t4u11U?O,l .:f~orZ€. ?IIV€j ,e:XS,<.A;:JTllo,f) /.t.et;JC4/2"'d..> ,((4.6". tUt'J(f!.tZ.
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UTILITIES PRESENT: ;7/-1 OiV E.? I"DCU Ii: ~?
PUBLIC HEARING: ;V/r.J
PARTIES TO BE NOTIFIED (Nhere Applicablo):
D puget Power
DPac:iHc N.W. Bell Telephone
DUnited Telephone
DCable Television
DCity Water
~.U.D. or Other Utility Districts
DPost Office or Other Utility Districts
B'Sheri H
D Fi re Department D Hospi tal
aUthers: _i~~~L_~~~~~_r__~{~G~~!~~~j~~__
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THIS PROJECT HAS BEEN REVIEWED BY THE LEGISLATIVE BODY OF JEFFERSON COUNTY
OR IT'S DESIGNEE, AND HAS BEEN COORDINATED WITH OTHER AGENCIES AND HAS BEEN
FOUND NOT TO BE INCONSISTENT WITH THE COHPREHENSIVE PLAN FOR COHHUNITY
DEVELOPMENT AND HEETS OR EXCEEDS DESIGN STANDARDS AND ACCEPTED ENGINEERING
PRACTICES.
DATEI______________
OFFICIAL!
-----c~~ntY-EnQtn;;~----------------
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OFFICIAL!
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Public Works Dir.c:tor
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OWL CREEK BRIDGE
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DEVIATION ANALYSIS
AGENCY: Jefferson County
PROJECT TITLE: Owl Creek Brid~e Replacement
PROJECT NO.~ CRO' 719 BROS 2016 (7)
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Posted Speed Limit:
25
2. Physical Comparison:
(a) Standard Geometries 2 lane bridge with 24 feet curb to curb
(b) Deviation Geometries 1 lane bridge with 16 feet ,(mIn.) curb to curb
(see typical section).
(c) Discussion The existing roadway at the approaches are 14 feet in
width. The roadway is not a through road and serves one family estate.
Traffic volume is low and present AADT is 15 (future is 30).
3. Cost Comparison:
(a) Standard 28' x 64' a 1,790 sq. ft. @ $60.00!sq.ft. a $107,400.00
(structure only)
4.
(b) neviation 20' x 64' a 1,280 sq.ft. @ $60,OO!sq.ft. a $76,800,00
(structure only)
(c) Discussion The coats ghown do not include any costs for the approaches.
The existing roadway would require conaiderable widening to match the I
stAndard and only minor work to match the proposed deviation. I
Reasons Standard Cannot be Achieved:
Jefferson County feels that the additionAl cost to conAtruct the standArd
versus th~ deviation is too great (Approx. 40-50% including the approaches)
for the A.A.D.T. of the rOAd. The structure is structurally deficient, not
functionAlly deficient for the' classification and traffic volume of the rOAd.,
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Certification:
I have examill~d this devl~tlon request and believe It to be In the best public
Interest that It be granted.
to
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JEFFERSON COUNTY-CITY OF PORT TOWNSEND
SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT EXEMPTION
WASHINGTON STATE SHORELINE MANAGEMENT ACT (RCW 90.58)
PROPONENT: Jefferson County PUblic Works Department
DATE ISSUED: April 03, 1989
CASE NUMBER: XMP89-0008
PROPOSAL: The project is to replace a structurally deficient log
bridge and it's approaches with a reinforced concrete structure in
the same location. The site is the Owl Creek Bridge on Maple Creek
Road approximately one mile south of Forks and eight miles east of
Highway 101, south of the Hoh River.A log bulkhead will be replaced
with rip-rap at a 1:1 slope and the length of the span will be
increased by five feet.
The development is proposed to be wi thin Owl Creek and/or its
associated wetlands.
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LEGAL DESCRIPTION: The North Half of the Southeast Quarter of the
Northeast Quarter within Section 35, Township 27 North, Range 11
West, WM.
FINDINGS:
1. The proposed development is found to be consistent wi th
Subsection 3.402(5) of the Jefferson-Port Townsend Shoreline
Management Master program. The proposal is replacement of an
existing development.
2. The project has been reviewed in accordance with the
Washington State Environmental Policy Act by Jefferson County
as lead agency. The County has issued a determination of non-
significance for the project on December 7, 1987. The
determination states that the anticipated environmental
impacts were adequately addressed in the environmental
checklist and the preparation of an environmental impact
statement was not necessary.
CONDITIONS:
1. This approval pertains to Jefferson-Port Townsend Shoreline
Management Master Program requirements only. The approval of
any other agency with jurisdiction or any other required
permits shall be obtained prior to undertaking the project.
2. Work within the juriSdiction of the shoreline program other
than described above shall receive separate review and
approval from this office.
NOTICE:
,.
This exemption does not excuse the proponent from complying with
other local, state, and federal ordinances, regulations, or
.t.t.t.. .ppl,..bl. to tho propo..d ~..~t. ''------
W. ~on, Assistant Planner
son County Planning & Building
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DEPARTMENT OF PUBLIC WORKS
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Gary A Rowe. RE" Director
Robert G, Nesbitt, RE, County Engineer
1820 Jefferson Street
p.G. Box 1220
Port Townsend, WA 98368
(206) 385.9160
DETERMINATION OF NON-SIGNIFICANCE AND LEAD AGENCY STATUS
STATE ENVIRONMENTAL POLICY ACT
DATE:
December 7, 1907
DESCRIPTION OF PROPOSAL: The proposal is Item No. 6 of the 1988
Annual Construction Program, the Owl Creek Bridge, Bridge No.
11W, located in the NE 1/4 of Section 35, T. 27 N., R. 11 W.,
W.M. The proposal is to replace the existing log bridge with a
new structure in the same location.
PROPONENT: Jefferson County Department of Public Works.
NOTICE OF LEAD AGENCY:
this proposal.
Jefferson County is the lead agency for
NOTICE OF NON-SIGNIFICANCE: Jefferson County has determined that
the above described proposal would not have a probable
significant adverse impact on the environment and environmental
impact statement is not required under RCW 43.21C.030(2) (c).
This decision was made after review of completed environmental
checklists and other information on file with the lead agency.
,.
COMMENT PERIODI This determination is issued pursuant to WAC
197-11-340(2). Jefferson County will not act ont he above
described proposal for at least fifteen days from the date of
this determination. Comments must be submitted to the Jefferson
County Public Works Department, County Courthou5e, Port Townsend,
'a,h'n,tnn "3". hy D'C~~~___________
Lar~~~ennison, Chairman
Jefferson County Board of Commissioners
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OR PUBLICATION
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JEFFERSON COUNTY
ENV I [~ON~1ENT ^L CHECKL I ST
The State Erwtrofllllcnt.1L Polley Act (~;Ef1^), ~C\~j 43.21C, ruqutrcs all governmental agenctes to
constul!r" tho em'ironment-at tmpilcts of a propo~ilL before milking declntom.. An environmental i..mpil\ct
Sl.\tt.!ln~nt must be prepared for aLL prapo5"ls with probable stgni..ftcanl: adverse impacts on the
tjualLt) of the CfWL.rOnmont. The purpo~u of thtn chocl<lLsl; ts to provtde inform..tton to heLp you
i.II1J tlw Qg~nc~' tdonttfy impacts from )'ow' proposal: reduce or ovoid impacts from the pl"'opos.1l. if
tt c.m be done; .lnd huLp tho ugcncy decide I\hothor all CIS is roqutrccJ. "
Pr.CPO'E'T, Jefferson County Department of Public Works
A:lOPESS, P.O. Box 1220, Port Townsend, WA. 98368
TElEPHC.':E: Ihome) 2.06-iRl:\-Ql fin (busLness) ~;::lmt:)
I~\j]:~~::~~EOP.EPRESEN::::E
(contact):.
Robert G. Nesbitt. P.P.
~Ollnty F.nginppr
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DIRECTIONS
'ThLs checkllst aSI(5 you to dcscrtbe somo baste LnFormoHon nboul: your proposaL. The questtons
npply to the entLre proposal, LncludLng those phased over Q pertad of' ttmc or on separate parcels
01' l.U1J.
..\Ils\~e,. each queetton accurately and completoly to nvotd I,mnccotHwry delays tn procQ!jstng thts
cht!ckLtst. If you do nnt I<now un nn~mer. \~....Lto "unknown", or tf n quosHon doos not apply, wrtto
"l1ot npflli.cnble."
,\rHmors b,) UOl1l0 quanltons may rCf"Jutre spoctol cxporUso 01"' tochntcal ns!:tstnnco from quuLLfted
pl'ro:.ofl~. Tho co~t of obt:nLnLng !iuch lnformntton ts Lhe por:po',~lbtlLty of' Hlo proponent:.
Attach .my mldltlonnl lnfo....m...Hon (rvport5. sl:udLeu, nHlp~. lLl.l.lsl:rol.ton!i. lons-oe, flormtts,
t.lt:.) lhat m.l}' furl.her do~crtbo tho propo5nl or be rCCJutrl!d by Jorr~r!>on Counly.
Cl.1nt.tcl: U1C Jcrrcrsoll County Plunnlns; nnd eutLdtnl; OClllnrtmont for 1l5sLstuIlcC Ln.coll1plotlnC tho
cht.!cl(LLl,l' ,lTld fur informatton on tho Ddlntnlstr<!l:lvc pror.odllres roquLred for ttls procossLng.
!'LE,\SE l'~lf,~T IN OL^CK OR IlLUE INK 011 TYPE E^CII i\~!;I';"II. PO NOT \';flITE IN TIlE ^r.I:^ OESICN^TEO
"E\'\LU,\rlo.~.1I
PfIOPOS^'., mD
PROPERTY DESCRIPTION
I
o
P1WI'OSEO PI!OJCCT DESCfHPTlON (dotlcrlbo Lho Ilropotlod dovelopmunl:-tllcludo nll (nctora tllJol: wtlL
HI\, II ,In .Iccl,r,ll'n ~mdllrstnndtng of I. t.l a 6copn nnd Flllrpofln) I This proiect will repla,ge the
___exisJ;~~~-1Qg and timber Owl Creek B~idqe, No. 11W, with a reinforced concrete
structure in the same location. The existing bridge is currently restricted
-.-.-.-.--.------..-----
,.__t.~.~..~,J:.~1) loa~ limit ~~~.!2-~l2_E.9:...!!!:~ingers_and pi1~ns... !\ddition~l1y
,_.~,h.(),EXi~_t.~~'1~~tu~bE.~ bent_~._!:.~ mic!d1e-2LQ~1 Creek that collects
... .ggb.r iL thaD1s>w ~LgQ~Q.!!tE.9.~ u r i'19-l?-e.Jj.od S .Q,L hiqh_~ lows !_Th!LPE.2P.P sed
_, ,n.cw. .s.tLl!Q.tJ.lr_Q._\'L!lL.!!l2il.n..J;l]!;U;'LQ.fi!k_gMLn9.LhllY.fi!..iJ.oy""p.Qt:Mon-1tU;l1JL jj1j:'ead
......9,f ,tho.....c.l:c<.lk...___....___.._...._,.___.___,_____.,_.___.__._.,,,,--
,,.
..' ...'.'. -.,-. ..-.. -_._--_.__..._._--------_.---._-~--_.-..._-..-_._._-_._---------_.~
.. .. -,.~......- .--....-..-.....-......... -.....". . .-.-...-.----..... --.'-.. ,...._.....~ --..-. ........-.-.-....-..---..---..-.-.--
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j..... \1\''', 'I, ~ ~.~ "''', \ ,"~ <"',J)".,',": ",':1,' ,I,.,"(,I~,,\\'~\l \ '~f" I /1~"'/II":'\~I,"!" :~\i-) ,'..'/1';, !'~.I'}. l':\':l\~~~/.\"" ~(~ ~1" ,<li',',,":,"~'!'(\:
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PROPERTY AND NlE^ DESCRIPTION:
.A.ddrC55 :
Mile Point 1.29 on the Maple Creek Road, Co.Rd.NO. 135109
Lc~al.' (from propl.lrty to)( stutcmnnt):
. Lot:
BLock: -----
SubdLvLaton:
. T iSX Par-cuL:
Quarter Sccttons:
-:; 'V Y4
P.anga:, 11 West
. SectLon:
35
Ta.n.hLp: 27 North
To1.'" Number:
land Area (dlmlJnsi.ons):
60'X 150'
CeneraL (describe the Loco.tton, physLcoL characteri.l:iHcs. nnd oxtent of Land arcu to bo affected
-lnclude ulL factors that will gtyO an accurato undersbmdtng of the proper-tv and Lt's envi.-
ronment): Th~ R,...;ng~;~ In(!~tp-n rit- tnp-. int-pr~pctinn nf Mapl!=! Crp.:p.k Road
and Owl Creek. The road is improved qravel. The creek is wild, fairly
steep gradient, and subject to high flows in the rainy season. The
""rr,,",~n;ng ',mn;" "e""nn gr"wth timner ,miler private ownership
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SCHECU..E (i.denttfy begi.nni.ng and endtng datos of tho proposnl-tncll.Jde philstng):
Enqineerinq 1988 Construction 1989
OVER~L PLAN (descrLbe any plans for future oddLtLon:5, oxpnnston5, or reLatod acttvltlos, or pLans
by other:. that'may affoct the proposal): rrna r,;;;n ; c=. tn rPop' ;=af"'t=> tnt=> ?ri ngt=>
'with a 20' wide bv 60' span reinforced concrete structure, that should
not, r:e~UiJ:'e any :u~ther expansion or additions in the near. future. Any
expan_'On~Qr "dil,t,,,n,, would bf> proposed as ;) seoerate oroJect.
REQUIRED APPROVAlS (LdontLfy aLL local, stato, and federal approvals roqutrod for th~_ compLotLon 011
tho proposal and Lf any approvoto are pcndtng tha.t: oro relntod to the proposol): Fisheries
__.perroi t, en"r,,'; no" perm; l- "f evempti "n r D () 1< temp"r"ry w"ter qll"'; ty
-IUOd.ific~ti"l1 r",rm;t
CNVIfXll\~:ENT/\L O,\T^ (l.tGl: IUlY oxLotl.nlt or' rropo~ioLJ nnvtronrnullLul lnPor'maHon ouch aa !ihJc.lloti 0'-
cJocununto relatod to tho propo~ml) I
None Known
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ENVIRONMENTAl.
COMMENTS
EVIILlJ^T10N
ARretd Dltu'Aroo Ml Hgoto
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1. Chock tho ltom th.t uo,crtbo. tho .Lto, III rlat 0 rolll"i: 0 hllly
L1 .100" ..lo"". 0 ",o.."b.L"o... III nlhar-ldontLfy: ...IDli<QJll_i9Lcreck Banks.
o
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EVALUATION
Agroo Di.5agroo Ml ttgato
\'.Imt" is tho ~ltHlp~5t ~Lopc Oil tho sLto? ltlonttfy thu approxi.oMto
o
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percent or tho slopa:
100% (Creek eanks)
3.
\',hal: general t)'PCS of sntL5 arc found on the stto (L.co' fiond,
hr.lvel. rlMt, or muck)? If yo~, kno\\ thu ClD5~lflcuHon of agrL-
cllLl~l,..al solls. ~pocLfy thorn and note any prtmo furmlnnd:
Gravel on Road, rock and gravel in creek, some
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61
rnp~n;l ('In h.:=!nk~
~. r\r~ there surface tndlcattons or u hlstory of unstable salLs In
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the lrrmedliltc vLctnl ty1 1 f so, doser-tbe them:
Bank Erosion
IIp and dnwn ~trpam dllP tn High pPAk flnw~ nf
C!t.11 ("rpt:)1t-
Gl
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Dcscri.bo the purpose. tho type. and npproxtmate quantt.ttos of any
o.
fULLng Or &l"'ndLng propos,ad. IdentLfy the sourCD of the fLLL:
'FilJina andgradinq will h~ limit~n to ~x~~v~ting
ahd r~-fi 11 ing th~ ~xi "tinq hd ng~ ahlltrneni:.sJ1i th
Co!;~c.I1\?';!;,'ilroi,<eJ,. hlP. !j.j,,\uh of clcarlng. cons trucHan, or iii
~ISD? If so. r,cneruLLy descrtbo tt: Construction will take
place durina summer months reducina risk of
ero~ion .::Inn all nh~ttlrhp.n ,q't"PA~ will hp Armnllred
- '\bij6\.d"HnI?~Mk~Q,t the sL to wouLd be covered wt th tmpervtou~ Ga
~ur"f.,ces .lfhr construcHon of the project (t .D. asphalt or
In'"ln"ngs)? Less than now exists because the proposed
structure will be sliqht~v shorter in lenath.
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7.
R,
DI,:.;crLbo proposr.d mom:turfl5 to rcdllr.o or control croston or othor-
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Lmpach to tho Darth, Lf nny: Durinq construction erosion
control fences, rock filters will be u~ed, and
~eL...C.On.S.tr,tlction ~11 ni"tur.becLal:e~" will he
~al:lI1nn,."il ~nn/=-..LePl~nr"n ("""ili",:! ~ Mnl"'hing & Fertilized.
AIr.
9, ",h.at; t~."QII of cmLhnLonu Lo lho nlr, If any, would rosuLt from tho
fwopo'J.ll lL .0. dLllit, llul'ornobtLo OdO/'li, Or LmluutrLaL wood smoke)
dlwLnu cnn',b'uclLon and \,hcn tho projoct Lr. compLol'or.l? Cnnnr'oLLy
rl..ncrlllll unrJ nlvn npproxl.mllto l}lIl\nl'L Hew, Lr I<nm,n: Exhaust
...fr.oID-'lonatJ:.Uc.t.ioIL.eQ.uipment. during cOnRtruc:.ti.on,
__same...as_,oxis.t:ing D fter consuuction.
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,\1'" lIH'ro lmy off"fill., lIUlj~COU of {IIIlL f.~II.Ol\n or ndoru thill- m.lY
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I f nO, S;IHltW.llly dnncrlbn tllnml
.---nonEl--------------.-----
1'" ()l'~.crlhl' IH'()fHlIOl"J ""ljl'j\,,"Il!, Lu rndtl(.;u Of' cnnl r'ol. omLnnlull!1 0"
IIlh"r .~~lihlCLlJ to lho Ill,', Lf Im)'l D.9.J1~.______,__
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Is thcre nny surface watar body on or tn tho tmmcdtuta vtctntty of . IXI 0
UIO 51. to. tncludtng yeor-rollnd or sCLlsonaL stroam..., ~HlL t: wat~r5.
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EVALUArro~
Agroo . DLsagroo
Mltlg.lt:e
\VATER
Surface l','a ter
lolkcs. ponds. and ~oHund51 I f yes, deser-Lbe tho type and provtdo
"urnes. If ~pproprlah. state what stro.:\mor ,.lver It flows Lnto:
Yes. Owl Creek, approxmately 400' upstream
from its confluence with the Hoh River.
13. l',i.LL tho project requLre ony work ovor, ln, or adjacent: to tho
descrtbed water5 (wtthtn 200 foetH If Y05, doserLbo the work and
~ttach avatlable plan., Yes, replace existing bridge as
previously described, plans are not yet developed.
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Estimate tho amount of fHl and drodgo mator-toL that wouLd be rn:
placed or removed from tho! 5I.Jrfnce wOlters or wetlands .!Ild tndtcato
o
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tho area of the sLto that would he affected. IdentLfy the soureD
of the flLl materLoL:
None
15,
\'jLll the proposal requLro surfaco wnter wLthdrnwals or dLvorsLons1 ex
mvo n general desortpHon and ldenlL fy the purpose and opproxLmatn
qUi.\ntltLos, tf known: No
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16.
0005 tho proponol Ltc wLthLn 0 100 yo,)r flood ploLn? If f".o, noh [3:
lhlJ loc..Hun on tho at to pLnn: Yes
I),Wti lhu P"OflO:..ll t"volvo .my c1bj(;h'lrj;tl~ of ","Uhl l11alurtul:i to 0<
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!.H.rfnco walers? If 80, dancrtbo tho typo of Wi\51'e lint.! unlLclpulod
VOll.rlln of dLuchnrce: No
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Cround 1~lltar
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1ft. ~\Lll cround w,,"or he wLlheJrollin or wLLL wnter bn dlschnrgod l'o
Hround w"tor? Clv" n r.oner"t dnKcrlptLon and ldnntlfy tho f)urpo8o
fllul npprolrl.lm.\la quunLLtLoa, Lf hnawnl No
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I :~ jl)(:~\~' , \./ J "\..~. ~'" 1,1 ',\ ; rl ",h\':',(~\, 1/ r' t,l, ',,(l ,I,,' " . ; . , (. , I" l .' !" "/,'_ "I' ' ,J \', ~~\I ,1'1'\ \.),,1/ .1 I r, ,~ .~\l.i;.'''''', "\11 'r\\, I'.'
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EVALUATION
As;rou Ot~ngrco :-.It Hgata
1'.1. OC5crlbu tho w..stc ",,,tortal tlmt "ould bo dt~ch.JrHod tnto tho
XJ,
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ground fr'OIll Sl.'pttc t.lI1k:i or ollll'r sO~It"cos..tf nny (t,o. dOll1eattc
SC\"l~(!; tnduslr'lal \~nsl:us. ldcnHf'ltng the chcmtcal.s contnln(ld;
and ugrLcull:ur..ll \\i.lstc3l. DC5crlbo tho gcncr;,nl stzo of tho
5) stem; tho m.rnbcr of such systems; tho number of houses to be
~crvt!d. Lf applLc~blc; Or tho nLlmber of antm.Jls or hum~ns tho
S)':i tern (:;) t 5 expoc tou 1:0 serve:
None
Wator Run-off
Clncludi.ng storm wat-or)
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DC5Cl"'tbo the source of runNoff. lncLudlng st-orm water. OeserLbe []::
thG method of coLlcctton and disposal, tf nny. tncLudtng any
kno\\11 qu.JflttHc~, \\hcrc wtlL tht!> water flow? I';tll thts water
HOlY tnto other waters? If so, dt!scrtbe tt: Run off from
the bridge deck will be routed to the end(s)
of the structure and discharqed at the abutments.
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21.
Could w.:l'Jl:c mattlrLals entor ground or ~iurfi)cQ wators? If 50, ex
sonor..LLI' de5e,'Lb" how, If waste material were introduced
on the bridqe they could enter the stream.
o
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005crtbn proposed mcallurQ~1 to redllce or control surfaco" grollnd, g]
~lIld run-oH 1\,,1:or tnlp.lch, tf' .my: The runoff will be
routed to the bridge ends and "filtered" through
rock drains and veqitation.
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Pl.ANT!;
23. Chock tl10 t''1r)O~' of \/oGlltntlu" f'o~'nd on tho iJlto:
~
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ex [)llddwlW' 1:rl101 rx uLuer t1 m.lplo CJ nOJlon ootl1ol'-lclonlLfy:
,.
ex C\'or~"tHHl tr'OOl 1)1:: n,. ~ nod",. 0 plno rK othor-LdonHfy:
~mlo~~, Spruce
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[.J \"..L,.\oLl pLllnlul LJ C.lt:l:.llt C1 bllllM'C"f'l 0 Il~,t.L"l.mh Cl f11<unlr.
Ilolbh.IHll C1 olllUr--LdnnLl.fYI .__......_____...______._
o \'",t.'r 111.1"lul n \H,tm" lll~' ClnnLII""'.!l [lllll,lfotl
U nlhll".--.idplltlt'YI
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;!':. ~'.thlt kLnd and amount ,of vcgotilLlon \\IolJld be rllll10vud or ull'orcd? XX 0
Minor amounts of qrass, huckleberry, salmon
berry, etc.
~5. List thro;.l tened or cnd,IOHercel spec t C!i l<nollon to be on or /lour l'hc 'XX 0
slota: None known
26. DC'Jcrlbo proposod LondsciJplng. or natllre plnnhi, or other KK 0
o
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1
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c
Q,
. EVllI.UIITIO'1
^I;rcc Di.~ugr(Jo Mi. tLgatc
o
o
measures to preserve or enhance vcgotilHon on the si.te. if nny:
All disturbed areas will be reveqetated bv seeding,
fertilizing. imo mnlr.hing
,~
(;...._~'_._.=: -
(
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32 X 10
.l. '....l'..I.~:rl::li,.:,~' .~;,.". ".~ Il'.~"\\ ~",l', , 'r,(.~,,,""::I: 1':""'~;I'~"'~:": '''~','t ~ ,.../,,"~.,.I III' ",I" l",',I' \ ,~,'I'.,'
\ , " ~ ~, 1,1 ~p t / I'" I: ,0' " ',," ,," :. /~ ,'. ,~ ~' d I . I': )1" '.-'." .. \ " { "~ I \ I ',~; \' ,'; ; I, \ ~~.\~ ' I ~,J,;\~ .,A '~ I~ /1'. (" (: t"", I. : ( r,; ;, : 'i' 'itl. i ". ~ \ ~ ~. \1 "\~ " e 1.// I : 1 'I'" l' I'. ': !' I ~t' 'I, 1,'11: I'
"" "oJ .,'1 ~,~ " I,' /.,,1. I' \1 I.' ,,01 ." "~{'.' """,,' ,,',,~ f~ ""'r'o I'I"I"'~,I ,~,',~, ,J,,/..~ II
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.. - .' -
,. . Ill- III
.. IIIIl II
I !II III
i1 . 11II
rJ .- II
_ifill .. . . Ifill 11II
11II 11II IllIiil II .... .BIII:I_ .. ... . II
()
-
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EVALUATION
Aureo. otsngreo Mi. t:i.gate
ENVIRON\ENTAL f1EALTll
34. ,\re tlll~ro ~HlY cnvt.'onlllcntal hc..at th Iw,zilrus. lndlldtnA .u>'po~l.lro to m
o
o
to",tc ctU!nli. c.llt., rt fik of nrn .mcl oxpLo,:;lon, r.ptl L. or hazm'uolJ$
h"stC. th.lt: CQuld occur a5 U rc~ul t: of thts propo5ilL l' If 50,
dllscri.bc the h.tzards:
None that do not already
exist.
35. O~5cri.bc ~p{!c:ta.L omergoncy scrvlccs that: mi.ght bl) requlrcd:
IllI
o
o
None
36. Oesertbe proposed measures to reduco or controL environmental
he.1l~h hazards. tf any: n/a
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NOISE
37,
I',hat: typos of nai.s8 e)Cb.t: In the urea that may affoct: your project
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(L .e. traHi.c. equlpment. nnd opera~i.on9)1
None
3~ ,
\',II"t t)'f)OS ,lnd levels of natne \~Ollld be croul'cd by or nS:1oLcalod
\~tth the project on a short:~lQrrn or u Long-torm bj\~l5 <Le, con-
structl<'ln. t,...ffLc. nnd opornlton)? IncJLcato \~hnt: hour'S noL!in
\~ould como from the sll:e; Increased noise due 'to con-
struction equipment and related activities.
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:1'.1.
r't!~H~rLI.H.' 1II'{'lil)!;cd 1l1!,l(ISlWOti tel ,'oduC";c or' C'.onl,.ot llut~lO l,"p/lct~. l.f
~
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-11'1: ..__..IULe.'l.\,\.j,pmenLII'UL,MYJL9-WXQ'lLe..cLJnfli.U.e.1:.s
L^NO ^NI) SIlOI~Et.1 NE U5E
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411. \\II..t Lll tlln CllI'ront uron of till) Illl:n nml ndJi\colll: proportloli1 ~
o
o
...Ron,gway "bd.c!g.Lon si.!:.~.9rcst (natural)-1--
....Jtl:rC<:ill!ftflli.._Q.9.iill:~n t l_..E'}.~J:.urc_...___._
-11. 1f.\'1 Ihl',llllCl hoon WincJ fnr lIJ:rlcall.hlr'11? If hI), dn!lC"Lbo 1l1ll11llOl
,..f..or.as LPI,Od>lQ ts,/,. .P<l.5.t.ut".O..._.____.________.
~
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o
to
,l~l. 111":'~'I'l.lhI ,m.,' 11t.r1ll1t~II'(l1' 01' tl1l1 ~.i II' j T.ho~oxis,ti.nCJ._.log..._.__.. OG
o
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I
..
o
..br.ic1gc, .._______.._ -, -, -""""'-' - -,--.--- ---------
I, ' "( I '( I", " ..'1, 1 \ \. . . . "J ' J " , . ,I' 1. '", '" II, I,' , . \. " ,'; 'f . "j II . .\ /1.' ',I \, . J ,\~' " .t., r , ,It \ . Il' ,,,'1
:)',1 t,~,~~,:~;.:( 1,,1 r!; "".,'\ ..,~I, "L'~' l'Ir'I.~,llll" /11,.1,' ., f"~~'('!","(I,J" ,1:1 .\ "i""I"': }I.;. '"I ''1,,'/1 ::~'~II;",r,,\ ':;": ",It \' I~, "';,\I"'!\/, t'J.:' \11..'..I~
"'1/. ,1, \~I/.<."'.1\.I'\'llfl''''\. )\!.'!r'..l 1.~."(:!~I,,\!l\~.'I't\' I 1,..~,"','\"r/:I.I,I'...."\I""l;".i,'\."'!' ,,', .,,1,../ \/~~,\{,',\"'I.~'\"',.,I:,'-\.
. ., . ". ~ ' . , 1,' ,1.' 'I'" I . , 'I "! ,I' ,I . ,.,.,
-,,~.
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32 >< 10
... II . iii II .. II II II
PI II
II.
RD .. III Irl
III ... II II iIIlI
IIIIIIl II . .- - ..... .. III 11II .. ... II!! ..
IN 11III III
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.p ",i.lt ~\Ily ~tl'IICluru~ ~o dWllolttihcd? I r so, I\ha~ :llrllchlr'C51
~s, the_existing bridge
..$.... :',I",t iu tllc c~U"rcnt compl'c1lcrl~tvu pl.::!n or comUl~If,tt:y duvr.lopmcnt:
pl-1Il dtlutgrl.lHon of the ut t'c? I cl{!1lI:l Fy thv pLon: ~a] .
~~son County
~3. If OlppltC:ilblc. \\h,,1: Ls tho cLlrrcllt sllor'p.Lino nliJstcr p,"ogram
duslHnaHon of the sl to? ConserVanCY
..Jti. H.IS..IIlY part of tho site be on classified os an "onvironmentaLly
sensiti..ve" araa? If 50, spadfy tho part: Vpr:, wi t-hi n
100 year flood plain
-'7" Appr~'tmdteLy ho.... m..1ny peopLe VrouLd reside or work tn the
completed project? None
-'3. r\ppro",tm;.,tcL') ho", molny people \\oulcl tho completed project
t.Ii.~pLace?
l\Tnno
-I~1. Oascrlbc proposed 1l10LUiurC5 to ;!VoLd or reduce dLsplacement
Lnlp..&cts, Lf any: n /~
31}.. Oeser-tuB propo9ad mausurcs to en sura tha proposul ls compattbLe
"tth oxLst:Lng und proJocted Lund usos and pLnns, tf' any:
This prOlect is replacinq an existinq bridqe
~LL-not chanqe th~ land UR~
flOUS I NC
,jl. ApproxLmiltl!ly howlllany unlts \\oout.d hu provLdod, tf ony1 IndLcato
\\hdU1CI' tho hou'..ilng lfi htgh, mtddle, or Low Lnconlc! n/a
~-' -------.-.------.-----.- -.-..------.------.---
S:!. Appro'"'tln.ltoly how Ill.my UI,t ~s, l f it"Y, \\oould be ellmtnated?
Indle.d'c \\hothor t.ho h()\I'Jlnj.; LA t,t,;h, middlo, or Low lncomo?
n/a
rH. [)Imcrluu prclpouurl 1I1l,'ilUUr'nG to r('t!lIGo Qr controL houuLng Lmpnct:o,
l t' lmy I ---Ill. a
"
"
AESTIIETlCS
3.\. 1',II.lt In tll<<l t.Il.lmil lu,l,;llt nr 1\I1~' proposm.t "lruct'lrn(n), nlll
llll~l urltnll ",,11>"."'1',1 \'.I1.,t Lf' llll\ pdnnll1ut u""lortor hlJlIcllnl~
n",torlnt (..1 IH'Opo~..tl? ~_.lJ>~.on~ rate
,_.._--_.._-~._----
.-.-.--...---....---.-----.
..-----..,......---.---.-..-...-------
o
"--'~-- ~~L
- -;0
"',(,,,:, fl~11J;llv'J 'l~ '\ 'II '. 1,.,'.ljll'I' ,I , 'I I ,~'-1;-IlrT+r"~'~~ '"~ . jl J,' I'
~;. fj\ ',I' /', ';J ., ~ '11 'I" '1 ,:" \. r J') f \~ " '/' :"" .'\: f'., ~ .. /\ \ ~Il ..)/~', ",." \ ') ?l ~If :..' :11, V~I I " r t I ,:), /!, ':""1 I ~, I\'~ ~~~/I ,,' II" ': " ~~' I I' . J~\ ;...;/~' r I I~" I ';1' i \ 'l " . ~. ~ ~"~' '/;!:\ ~ 'I' ". (I } " I,'! '
1. ) ,.11 ,'/, ~; l~' 1"1' < ,I, .' t ,,; I" "',1' ,./1 \: f ~,t"..l,,\.r.('. \llt' " ,I /':;/'I('/,~I":'! "Ij)i J:" :r,II'I~:',' 11\.I,"I.,...j;~II\~.l\,I.':'~,'l...I:' ':', ,./1"'1' :.., :.;. ",~, ,'I~l" i,::: ;1,"i..:,,'t.
10
32 X I 0
G
v
EV,\LU^T10N '
AgrolJ Otsugroo Mt Hgato
IX 0 0
~ 0 0
IX 0 0
IX! 0 0
Il\I 0 0
IlO 0 0
~ 0 0,
IX
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o
. I
IX
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o
.~
o
o
121
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o
~
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.
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EVIILUATION
Agroo. O(!Ulgroo Ml tlglltu
~,j. \',hat: vi.~\\~ In the tnUftcdi.OIto vtcLntt:y \~auL<..I be uLt:crcd Or
It!
o
o
obs true b.Hl?
None
56. Oc~c,'lbcproposcdmQaSllrC5 to reduce or control i.losthottc i.mpacts, ~
Lt' any: n/a
o
o
LIGHT AND GLAP.E
5~.
,I\hat:typc. of ttghl: or 'gLare ~~ould the proposal produce? ~\'hal: ti.mo 3J
. or the day "auLd i.t mainly occur? n/a
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58.
Could li..ghl: or glare from tho flntsned project be .., safuty hazard es
lnterrcrc wi. th vt.cws7 n/a
o .
o
59.
\\h.\t: oxtst:tng off.sll:o 5ol~rco9 of ltght: or gLare may i1.ffloct: your ll:I
propo,olI2/a
o
o
60.
Donerall) propound mUil~ur(JS to reduce or control l lShl: and gLure lXI
tlTlpilds'. t f .:my: n fA
o
o
1~r:::C~E^T I ml
lit. \\hat dO!'iLgnnl'od nnd lnformaL rocrontlonnL opportunLtlo9 arc t.n tho ~
o
o
Ll1Imodl.llo vtcLnUy1
Fishing, huntinq
..
l
o
u~, 1',IIIlLd tho prOI>Ollnd proJoct' dlfipLm~1l nny oxtnL:Lnn rocrontlollo1L
U'HlI\1 If 0.10, dlHlcrtbn tho dl.npLdcl'mentl ------No
III
o
o
1i'J" Oll'jcrtlllt flropollod mUIlnUr'(:IU tn rodunu or oonb'oL lmjlnut:~ an
rlwrCl"hnl', tncludLng ra~r(,;ltlOl1ul oPflorlw,LtlofJ to ho provldod by
Ihl1 P;~lllct nl' prnpnnflllt,'I.P III'Yl __.!lI~______
r1!
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to
.....-.---.-.-----..--.---------------
---. --,. .............. --.-.-.-.-- ...-.....-- --...---..--.-..-.--......--..-.--.-...---
0..,,-",........,-
..l\\~~!,;I./r..\'''.I(ri'/'/II:.!I'l.,'.I,',\;','~,'' ~,j'I\.~..\~L'.";I,!\\j\,,:.. . .',r\',.'" \,I,~~f: I'" ,',!) "":"1,,;";",'1,:',\ \, I' IJ,' .,,' ,', ':
/1\'~i:'\"'lj(/I" ,f r,\;",'I '\If,,,\\''r;.l':I'f~,,'~I..,I)',~1 III':I;','~~ 1,1,'\'/1\,:),~j/':;'I'~':ll"'I' t',. "I"\'ll:il"I\~(:J,' :1:,,11~'<'\"'1': ,1~'1.."
'j\"" ~'I 1\, ".' \11'/ ,\1 '1\~~1""'/1",1'1'(., 111,1\:..",I,'..\l,\..','~,j~j".r,lr.f 1,\~;,\:~\~1i"1~,}.' '!""I""I,-1'1,.";f'i",,',,f',,/.,'
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.. III
I
tl RI III IlIII II II
III I!BiIi
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iii! . I
IiII III II
II I ....
II .. . II ....- - . . III!I - _Ill .... .. .
()
.........
EVALUATION
I
!
I
c
(~ ,.
^groc. ot su&r'oo Mt H gu L'o
HI STOR I C A.-":O el.L TL1ML flr.E5r::r.VA T I ON
64. ",.~ t'horo llny pLacus or objoct's lt5tud on or proposod ,for naHomlt, OJ
o
o
sti.Jto, or LocaL pr(]~ervati.ot1 rogbil'c,,~ known to be on or noxl' to
tho si.t~'? If 50, g(mcruLly do:icrlbo thom: Yes. the original
homeste~~tlue~ f~mily i~ np~rhy (nnt on site)
liS. ConeraLly descrLbo nny lnndl1lar-k!> or evi.dence of hlstorLc, culturill, l2l 0 0
olrch..lcoLogLcal, or scLcnt't He LllIportnnco knol~n to be on or next to
the si.te: See above
6b. Describe proposed measureS to reduce Or" controL i.mpacts, If nny:
~
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n/a
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TRANSPORTATI ON
67.
Idcnttfy public streob. and hi.ghways !>crvi..ng the site and descrLbe &I
t-he propo'S",d access to the oxt.sl:Lng streel: fiY!itcm. Show on thu
o
o
st. to pLan:
MRplR rrRPk ROMn
6a.
I"," tho st ta c:llrrcnUy :>or\/od by puhL t.c trnn~l t1 I f no, \Vhn~ ls thu ~
,'ppl'o)o;lmal:u dt.~hmco to l'ho 110i.lrost truns.tl. atop? No, not known,
o
o
._~
69.
/1.)1\ m.lny p"rl<ln~ spl1con \\ould tho complotod proJcut h,JVCl? How many ~
\~ouLd tho projoct ollmlnnl:u? n/a
o
o
;on.
\\i II Lhu propoliul "jHl~ll.r'11 0lI'~' 1H1\11 roadll or' !l l:rrofJ b., or llllp,'oVflf110nhl l!i
o
o
IlJ (".d.!.>ttnn ,'(lad,. or roll'.'l.l... 111)1 1.1l~llldi.rlt: ch'L"0\\0l)'r.1 If lin,
~,mor.J.lly duucrib~ thOOl, lndLcattnJ; \\lIo1:hOl' thoy ;11'0 Ill,bllo 01'
prlvnl., The project is improvinq the existinq
roads and streets
"
I
o
71. lUll Iho prujonL- U140 w;lt.OI', I';\\l, 0" lll~ lronllportnHon, or OCCllr (X
In thu lnvT1lJdi."lfl vldnlLy of 111111..1 fi\clllHou? If (;0, nOIlfH'.,lLy
(1.,bCI"lUll 1110 Il!\tll _N9..---.----~_...__---
o
o
--.----.--.---.-......----....------
it:.!. Ir~H\ 1l1.lny \/{.hlc:ulnr If'Lpn p"r till" wC'llll.d bn A('rlur'"hd by tho r.ClIlI-
pll,ll,d pro.l"I1P I r 1<I11)1\ll, lrldtenll' I\hon pn...I< \/OllllllUI\ wOI,Lrl (wr,url
r.lf
o
[1
to
_,.No..new__t.J:ips._will-blLgeneratcd----------
"1. D""lr'lhn fl"I'lpOrlod IlItlil:iIU',H\ In ~flfhl~n or' (.:nlllrlll t""'lIUpllrt"l.Inll [X
l'lIf ",C l~;, {f ;HVr' I ._~J)j3t.~~ ,.
o
o
I
.
o
._..---~...._~- .._._~.__.._._--~....- ...... -...-...-. ......__..__._--~.._---...-_. ...-.,.-
~...... .__. ......-.__._~_....~_..._-~.~."...-.~."...,_._- ----- ,. -....--.----....--
..- ,.. ..----.......-.......-.-..--...---. ... -- ....,-,....... ...- --_.~._.- .-.----.-....-.....--....--
,\(,',1,,1, ,I.t",l,'\\ '..'\\.I'I...~I,..' "''\Ir~. 't
l~\~',~,".,r'I' ';''',.I} ,," .t', ",.,,',, ..I('),",:~.."'f.l.fl\./I.!:".l'..,"'I"I~...lI. ,'/"~,I .:.I"'"(..,,"..~~.' I{I,:' ."\Ipr{ (111\1':....(\',,/<,.,",
~)\\" 1.(,',..~\.,l",''I\ ~\'f'," 1r"{II,;<I(lr}':"~II,1 ~1;l:1 ;.)~!"....I..'.'~\:,)l\,':\..,i.,';(;I~.,"j.,..(,:~I,l"~"<\I't), \,JI,'i~(II:)\>\)~.j'I.~' ',~~l:":"/';\l~"
'~ -:: ,.... ~
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o
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()
-
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()
EVALUATION
Agreo Dl9ogrco ML ttgat:o
PUOI.I C SERV ICES
74. l\oul.d the p,'ojoct resuLt tn on tncroascd nnod for pubL~c sorvLces ag
(L ,0. nro protocoHen. pottee protocHon, hoalth caro, and ~chool9J1
If so, gcncr<lLLy doscrtbe the rc~utl~: No.
o
o
75. Oesertbe proposed measures to reduco or controL direct impacts:m ag
public services. If any: n/a
o
o
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UTILITIES
76. Check \..htch ut:i.LL Hos nre currontly llvat lobLo at: tho si. to: a water !XI
~ olcctrLd.ty 0 naturaL gns 0 refuse servico lS:I telephone 0 sopttc
system 0 sant tnry sewer 0 ather-.,;."tdontt fy:
o
o
77. DescrLbo the LlttLtttos that: aro proposed for tho project, tho
uHltty provldlng the sOr"vlco. and tho goneral canstrucHon ncttv"
lHes on the si.te 0,.. tn the tmmcdtuto vtcLntty that mtght: bo
IllI
o
o
needed:
None
ACKNOI'JLEDGEMENT
I l\d<no\\l..dj.;o Ulill' lilt i.nft)t'm,dinrl pr'ovldud Ln l'hLr. r:hor.kltnl' (lIlfJ alL nUnchod m,\,1.l!rLilL La l'ruo
,111" Cllr"I'('(~l l(l tllll huut of Illy l(ll(),\lcdt~(l, I ltnthw!;>buuJ lht' lO.1U ilAcnc)' i.u ,'ol)Ln}; 011 lhL~. lnfor'nw-
LLcmltlnl.tl(o Ll'G "oelaton,
In i.u.kll.Hon. I undorubmd that: rovLcw undor SErA docs not con9tttuto' approvaL of 0 propo9oL,
r.ornpll41ncQ \\Uh local, !ltate, l\nd f(lderat rOt;utotLonG nppLleobLo to tho proposaL shalL constltuto
.:lppro.....'L, (Chad< ,~tth tlpproprlnt:o a[;oncLos to dotcrmlnn whot npprovala ora roquLrod.)
tiCPA lIpprov.ll La bAsed on lho lnftlrm,lI:ton you provLuo, I f found lnacc.....nt"o, approval couLd bo
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Dirt>Clor
STATE OF WASHINGTON
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DEPARTMENT OF ECOLOGY
7272 Geanwater Lane, W./1 . Olympia, Washington 98504-6811 . (206) 753-2353
April 20, 1989
CERTIFIED MAIL
,"
Mr. Bruce Laurie, Construction En9ineer
Jefferson County Department of Public Works
P.O. Box 1220
Port Townsend, Washington 9836B
Dear Mr. Laurie:
Enclosed is Water Quality Modification Number DE B9-S115. All
correspondence relating to this document should be directed to Sheri Fox.
If you have any questions concerning the content of the document, please
telephone Katharine Cupps at 753-6BB5.
A fonn entitled "Acknowledgment of Service" is also enclosed. Please sign
this fonn and return it to this office.
This order is issued under the provisions of RCW 90.48. Any person feeling
aggrieved by this order may obtain review thereof by application, within
30 days of receipt of this order, to the Pollution Control Hearings Board,
Mail Stop PY-21, Olympia, WA 9B504-B921, with a copy to the Director,
Department of Ecology, Mail Stop PV-ll, Olympia, WA 98504.8711, pursuant to
the provisions of Chapter 43.21B RCW and the rules and regulations adopted
thereunder.
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Southwest Region Supervisor
Water Quality Programs
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DEPARTMENT OF ECOLOGY
IN THE MATTER OF THE REQUEST BY
JEFFERSON COUNTY DEPARTMENT OF
PUBLIC WORKS FOR TEMPORARY
MODIFICATION OF WATER QUALITY
STANDARDS
ORDER
No. DE B9-S115
To: Mr. Bruce Laurie, Construction Engineer
Jefferson County Department of Public Works
P. O. Box 1220
Port Townsend, Washington 9B36B
On February 14, 19B9, Jefferson County Department of Public Works submitted
a request for temporary modification of the water quality criteria of the
Owl Creek tributary to the Hoh River during the period July 1, 1989 to
August 15, 1989 for the purpose of bridge replacement.
In view of the foregoing and in accordance with RCW 90.48.120(2):
IT IS ORDERED that the water quality criteria specified in WAC 173-
201-045(1) are hereby modified for a limited period beginning July 1, 1989
and terminating at midnight, August 15, 1989.
This modification is subject to the following condition(s):
1. Properly dispose of all construction debris on land in such a manner
that it cannot enter into the waterway or cause water quality
degradation to state waters.
2. Work in or near the waterway shall be done so as to minimize
turbidi ty, eros i on, other water qualf ty impacts, and stream bed
deformation.
3. All areas disturbed or newly created by the project construction will
be seeded, riprapped with clean, durable riprap or given some other
equivalent type of protection against erosion.
4. Extreme care shall be taken to prevent any petroleum products, fresh
cement, lime or concrete, chemicals, or other toxic or deleterious
materials from enterin~ the water in any manner.
5. Fresh, uncured concrete in direct contact with the water is toxic to
aqUatic life. All concrete shull be poured in th~ dry and shall be
allowed to cure a minimum of seven (7) days before contact with water.
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Order No. DE 89-S115
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6. All lumber treated with creosote or other protective material shall be
completely dry before use in or near the waterway.
7. No wood waste or other organic material is to be used in the fill.
8. The activities must comply with all conditions contained in the
Washington Department of Fisheries Hydraulic Project Approval.
9. This approval does not relieve the applicant from the responsibility
of meeting applicable regulations of other agencies.
10. In the event of a spill or a non-regulated discharge to waters of the
state, the Southwest Regional Office shall be notified immediately at
(206)753-2353.
The department retains continuing jurisdiction to make modifications hereto
through supplemental order, if it appears necessary to further protect the
public interest during the modification period.
Any person who fails to comply with any provision of this Order shall be
liable for a penalty of up to ten thousand dollars for each day of
continuing noncompliance.
DATED this
at Olympia, Washington.
20
day of April
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Southwest Region Supervisor
Water Quality Programs
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DEPARTMENT DF ECOLOGY
IN THE MATTER OF COMPLIANCE
BY JEFFERSON COUNTY DEPARTMENT
OF PUBLIC WORKS
ACKNOWLEDGEMENT OF SERVICE
No. DE 89-S115
To: Department of Ecology
Southwest Regional Office
7272 Cleanwater Lane LU-ll
State of Washington
Olympi a. Wash; ngton 98504-6811
Attention: Sheri Fox
Receipt is acknowledged of Water Quality Modification Number DE 89-S115.
DATED this Z~:tIt- day of ('P~-;/ . /f8~
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DEPARTMENT OF THE ARMY
SEATTLE DISTRICT. CORPS OF ENGINEERS
P,O. BOX C-37!5!5
SEATTLE. WASHINGTON 981Z4-2255
RECEP/ED
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/liAR 3 0 1989
MAR 3l ;989
Regulatory Branch
JEFFERSON COUNTY
PUBLIC WORKS DEPT
Mr. Robert G. Nesbitt
Jefferson County.
Department of Public Works
Post Office Box 1220
Port Townsend, Washington 98368
Reference: OYB-4-012715
Jefferson County,
Department of Public Works
Dear Mr. Nesbitt:
You do not need an individus1 Corps permit for the Owl Creek Bridge
replacement project, provided specific requirements and the enclosed
conditions can be met. The rip rap fill associated with the project ia
authorized by a nationwide permit, and the reat of the work is not within
our regulatory jurisdiction.
)
The regulations which govern our permit program contain a aariea of
nationwide permita. Each nationwide permit suthorizea a apecific category
of work, provided certain conditiona sre met. Nationwide Permit 14 (33 CFR
330.5(0)(5)) a110wa the following work:
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Minor road croaaing fi11a including all attendant feature a both
temporary and permanent, that are part of a single and complete
project for croasing of a nontida1 waterbody, provided that the
croasing ia cu1varted, hridged, or otherwiae ia designed to prevent
the restriction of, and to withstand expected high flows and provided
further that discharges into any wetlands adjacent to the waterbody
do not extend beyond 100 feet on either side of the ordinary high
water mark of that waterbody....
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Your drawinga indicate that approximately 183 cubic
will be placed waterward of the ordinary high water
to meet the requirements for Nationwide Permit 14.
also meet the enclosed conditiona, the project will
authorization from ua.
yards of rip rap material
line. The work appears
If it does, and you can
need no fu rt he r
If you have any queations, please contact Mr. Richard Berg, telephone
(206) 764-3495.
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Chief, Processing Section
Enclosure
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NATIONWIDE PERMIT CONDITIONS
FOR SPECIFIC CATEGORIES OF ACTIVITIES
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For purposes of Section 10 of the Rivers and Harbors Act of March 3, 1899, and
Section 404 of the Clean Water Act, the following special conditions muat be
satisfied prior to any discharge of dredged or fill materials associated with
the activities performed under the authority of nationwide permita for apecific
categories of discharges:
(1) That any discharge of dredged or fill material will Dot occur in the
proximity of a public water supply intake;
(2) That any discharge of dredged or fill material will not occur in areas
of concentrated shellfish production unless the discharge is directly related
to a shellfish harvesting activity authorized by a nationwide permit;
(3) That the activity will not jeopardize a threatened or endangered
species as identified under the Endangered Species Act, or destroy or adversely
modify the critical hsbitat of such species. In the case of Federal agencies,
it is the agencies' reaponsibility to comply with the requirements of the act;
(4) That the activity shall not significantly disrupt the movement of
those species of aquatic life indigenous to the waterbody (unless the primary
purpose of the fill is to impound wster);
(5) That any discharge of dredged or fill material shall consist of
suitable material free from toxic pollutants in toxic amounts;
(6) That any structure or fill authorized shall be properly maintained;
(7) That the activity ahall not occur in a component of the National Wild
and Scenic River Syatem nor in a "study river" designated by eangreas for
possible inclusion;
(8) That the activity shall not cause an unacceptable interference with
navigation;
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(9) That, if the activity msy adversely affect historic properties which
the National Park Service has listed on, or determined eligible for listing
on, the National Register of Historic Places, the permittee will notify the
District Engineer,
(10) That the construction or operation of the activity will not impair
reserved tribal rights, including, but not limited to, reserved water rights
and treaty fishing and hunting rights,
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(Jl) That in certain states, an individual state water quality certifica-
tion must be obtained or waived;
(12) That in certain states, an individual state coastal zone management
consistency concurrence must be obtained or waived;
(13) That the activity vil1 comply vith regional conditions which may have
been added by the Ilivision Engineer; aud
(14) That the management practices listed in Section 330.6 of this part
aha11 be foll=~P.d ~o the maxu.um extent practicable.
In addition to the conditions specified above, the following management
practices should be fo1loved, to the maximum extent practicable, in the dis-
charge of dredged or fill material under nationwide permits in order to mini-
mize the adverse effects of these discharges on the aquatic environment.
Failure to comp1~ with these practices may be cause for the District Engineer
to recommend or the Division Engineer to take discretionary authority to
regulate the activity on an individual or regional basis:
(1) Discharges of dredged or fill material into wsters of the United
States shall be avoided or minimized through the use of other practical
al ternati ves.
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(2) Dischsrges in spswning sreas during spawning seasons shall be avoided.
(3) Discharges shall not restrict or impede the movement of aquatic
species indigenous to the waters or the passsge of normal or expected high
flows or cause the relocation of the water (unless the primary purpose of the
fill is to impound waters).
(4) If the discharge creates an impoundment of water, adverse impacts on
the aquatic aystem cauaed by the accelerated pasaage of water and/or the
restriction of its flow, shall be minimized.
(5) Diacharge in wetlands areas aha1l be avoided.
(6) Heavy equipment working in vet1ands shall be placed on mata.
(1) Discharges into breeding aress for migratory wAterfowl ahall be
avoided.
(8) All temporary fi11aahs11 be removed in their entirety.
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OMB APPROVAL NO. 0702-0086
Exp~e880June1989
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APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT
(33 CFR 326)
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The Department of the Army permit program ilauthorized by Section 10 of the River and'Hubor Act of 1899, Section 404 of the
Clean Water Act and Section 103 of the Marine, Protection, Research and Sanctuaries Act. These law. require permltli luthorizlne-
activities in or aflecting navigable water. of the United States, the discharge of dredred or fill material into waten of the United State.,
and the transportation of dredeed material for the purpose of dumping it into ocean waten. Information provided on thl. form will be
used in evaluating the application for a permit. Information in this application is made a matter of public record through iuuance of I
public notice. Disclosure of the inCormation requeated is voluntarYi however. the data reque&ted are neceuary in order to communicate
with the applicant and to evaluate the permit application. If neceasary inComution is not provided, the permit application cannot be
processed nor can a permit be wued.
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One let oC original dnlwinga or good reproducible capie. which show the location and character of the proposed activity mwt be
atu.ched to this application (.ee .lnnplt drawing. and imtructioiU) and be lubmltted to the District En;ineer Mvin; jurildiction over
thelocatlon 01 the proposed activity. An application that i. not completed in lull will b. r.turned.
1. APP~ICATION NUMBER (To b.. o""Md b)o Corp,}
3. NAME, ADDRESS, AND TITLE OF AUTHORIZED AGENT
2. NAME AND ADDRESS OF APP~ICANT
Jefferson County, Dept. of Public Wk .
P.O. Box 1220
Port Townsend,. WA
Robert G. Nesbitt, P.E., County
Engineer
TlrlPhonl no. during bu.ln... hour.
98368
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TII'Phon' no. during bu.ln... hour.
Sutlmlnt of Authorllltlon: I hlrlby dl.18M.. .nd luthorlze
to Ict In my bahalf ., my
.Dlnt In tha procn,lng of thl. permit IPpll~tlo" and to furnlth, upon rtqLJClI1,
tuppllmanUillnforml,lon In 'upport of thl .ppIlCl\lon.
AIC I I
A/C~061 385-9160
(R,,'d,nt,)
(OffIOf)
SIGNATURE OF APPLICANT
DATE
)
.. DETAILED DESCRIPTION OF PROPOSED ACTIVITY
",ACTIVITV CR0719, Owl Creek Bridge Replacement, Federal Aid Project No. BROS
2016 (007); replace existing 64' long two span log bridge with new 69' long
single span precast, prestressed, reinforced concrete structure across Owl
Creek, on the Maple Creek Road, County Road No. 135109. Project includes
removing portions of the existing approach fill and placing rip-rap armour on
the exposed fill, and placing additional rip-rap on existing rip-rap armoured
fills,
.b, PU"'POSE
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To replace sub-standard, load restricted, rotting bridge with a new standard
un-restricted bridge on publiC road.
to
.1;, DISCHAf10e OF DREDGED OR FILL MATERIAL
Placement of 466 tons (233 cu. yds.) of rip-rap total, with approximately
366 tons (183 cu. yds.) of the rip-rap within high water, placement of natural
ocurrlng material upland, behind rip-rap for bridge approaches.
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EOITION 0' A'~ 1311 otso~nE
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5. NAMES AND ADDRESSES OF ADJOINING PF\.. .iRTY OWNERS, LESSEES, ETC.. WHOSE PROPE , i ALSO ADJOINS THE WATERWAY
Alvin E. Fletcher
P.O. Box 509
Forks, WA 98331
e. WATERBOOY AND LOCATION ON WATEFtBOOV WHERE ACTIVITY EXISTS OR IS PROPOSED
Owl Creek, approximately 300' from its confluence with the Hoh River
@ R.M. LB 26.7
7. LOCATION ON LAND WHERE ACTIVITY eXISTS OR IS PROPOSED
ADDRESS: Nl:l, SE~, NE~, Sec. 35, T27N, R11W, W.M.
Owl Creek Bridge, No. llW, on Maple Creek Road, Co. Rd. No. 135109
STREET. ROAD, ROUTE OR OTHER DESCRIPTIVE LOCATION
Jefferson Washin~ton 98331
COUNTY STATE ZIP cooe
Jefferson County
LOCAL GOVERNING BODY WITH JURISDICTION OVER SITE
8. I. .nv portion of thl letlvllV for whl~h .uthorlutlon I. .ought now camp,"" DyES ~NO
If '"Mer I, "Y." C1IYI "..on., month .nd V'" thl .ctl\llty wu complttld. Indicate thl ..Inlng work on t . drlwlnga,
g, LIIt.1I .pprOVllI. or certification. .nd d.nl"1 r'c.l\ltd 'rom oth... 'td..I. In1.rmte, It," or 10c.1 ~cl.. 'or .nv Itructur... COnItfUC1lon.
dltch.roel or ottl.r .etl\l111" dlecrlbed In 1hr. 'Ppllc.110",
ISSUING AQENCV TYPI APPROVAL 10eNTIPICATION NO. OATI OP APPLICATION DATI OP APPROVAL DATI 0' OINIAL
Jefferson Co. Determination of 12-7-87
non-significance
Washington Hydraulics 2-2-89
Dept. of Wild- Permit
life
Washington Short term modification 2-14-89
Dept. of Ecology of water qualHy ?_?A_All
~. ii"^~ftl '""a
10, ApPllc.tlon I. h.rtbv mid. 'or. plfmlt or p.rmlU 10 .uttlorl,.ttl. .c1lvltl" detCrlb-.:i h....ln. I certl'y t"'1 I .m 'Imlll., with 1hl In'ormltlon con1.lnld In
1hl. IPpUca110n. Ind ttllt to 1he btlt 0' my knowltd,. Ind b.llt' .uch In'ormt110n r. tru., COMpl".. tnd tCCUrlte. I 'unh.. c..t!tv thlt I po... the
IU1horltv to und.mkl thl pro PONd Ictlvltl" or I .m .c1In.....ttl. dulY ,u1t1o'll~ 'OInt 0' ttl. .ppllctlnt,
~.R'.# "I ~ ~.I LJ.R:2.
SION"T ~. 0 A CANT DATI IIONATUAI OP AlllNT DATI
Th. GppllCGtlo. mU.d b. oI,n,d bylh. p'"o, who d..lr.. 10 u.dlrtGhI Ih. propolld ocli.ily (oppllcont) or II moy b. oI""d bYG duly
outhorllld G,..I II 'hI ,tol.m..1 I. Blocll 3 hu bu.,III,d oulo.d ,/,..d.
18 U.S.C. S.cllon 1001 pro,ld..lh.t: Who...r, In any m.nnar wllhln tho JurlJdlcllon olany d.partm.nt or a..ncy 01 Th. Unlled Slit..
kno"ln.ly and ,,"l1ully 1.laln... ..n...Ia. or "Y,," up by any trick, a.h.m.. or d"l.. a m.larlal la.t or mak.. any 1.1.., ncllllou. or
/r.udul.nt 11I1.m.nll or reprll.nllllo", or mak.. or u... .ny I.... .rllln. or docum.nt kno"ln.um. to tont.ln ..y 1.1.. ncllllou. or
fr.udullnt Ilat.m.nt or .ntry, ahall b. Iln.d not more Ihan '10,000 or ImprilOlI.d not morolhan II.. y...., or both.
Do .ot ..nd a permit proce..ln. I.a wllh Ihl,appllcallon. Th. approprlat. r.. will b. a".uld ,,"an a p.rmlt 1,luu.d.
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the Washington Coastal Zone Management Program
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RE: Department of the Army Permit
Application No.
Applicant: Jefferson County
Section 307(c) of the Coastal Zone Management Act (CZN) of 1972 as amended by
16 USC l456(c)(3) requires the applicant for a Federal permit to conduct an
activity affecting land or water uses in the Washington coastal zone to
provide certification that the activity will comply with the Washington
Coastal Zone Management Program.
The proposed activity described in your permit application is within the 15
coastal counties in Washington, and the following certification is required
before your application can be processed to Public Notice. Upon receipt of
the signed, dated certification, the Public Notice will be issued and will
include the certification statement. The Public Notice will be forwarded to
Washington Department of Ecology for its concurrence or objection. Please
note, the Shoreline Permit determination process, State Environmental Policy
Act (SEPA) compliance, Water Quality, and Air Quality review must be completed
prior to the Department of Ecology's determination of consistency.
CERTIFICATION STATEMENT
I certify that, to the beat of my knowledge and belief, the act'vity described
in the Department of Army Permit Application dated complies
with the approved Washington Coastal Zone Management Program CZM, and will
be conducted in a manner consistent with that program. I have started the CZM
process by applying for my shoreline permit or letter of exemption
from Jefferson County lI:dU1l:lylCcounty) on 2..28-89 (date applied).
~~
~lgnature of pplicant
App Hcant or Agent
Robert G. Nesbitt, P.E.
County Engineer
Print or Type Name
and Title
J.f?" Fd ~
Date
,..
Please provide the following infonnation about your Shorelines Substantial
Development Permit. (If you have not yet applied, please explain in the
''Remarks'' section of this fo:nn.)
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Shorelines Pennit
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Date applied 2-28-89
Number assigned XHI' 89. 001'1
Jl:lfl{)II'County Jefferson
Date approved.
Oat'" exempted.
,""Please provide a copy of the letter announcing the Shorelines decision.
Remer ks :
NFS Fonn 1145-4
Jun 88 (Rev)
(Replaces "PS Fonn 383)
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DATUM A~:'UMI!O
ADJACENT PROPERTY OWNERS,
CD ~t.VII>J f;:. Pt..f;T'H ~e.
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MUDSI LLS EACK END TEMPORARY BRIDGE STRUCTURE
85' 010 STEEL FLATCAR DECK
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HYDRAULIC PROJECT
APPROVAL
R.C.W.75.20.100
R.C.W.75.20.103
f4l March 16, 1989
(applicant should refer to this date in all correspondence)
PAGE 1 OF 2 PAGES
MAR 2 0 1989
J EFFERSOHAOOUfHNHERIES
PUBLIC \MePI~~;on Bldg,
"Olympla;'lashington 98504
(206) 753-6650
DEPARlllEHT OF FISHERIES
~"AST ~~~ferson Co. pubFils6
~ STRE~oO:~u~~~of~e Box 1220,
CITY
Port Townsend
~ATEROwl Creek
UQUARTER SECTION
:....JSECTlON NE 35
ij!]CONTACT PHONECS) '1'CONTROl NUMBER
(206) 385-9160 lU 00-39709-01
Robert NesbittllJ [] [!] %A.0466
98368zIP ~ 17
l!!I .T'CPE OF PROJ~CT
~::~g.!:. !.eg~~~!!...t
Works
ATTENTION:
~YJ..TE
TA~W'A~iT.&er
RANGE(E-W)
llW
COUNTY
Jefferson
TOWNSHIP
27N
-----------------------------
TIME LIMITATIONS' [J THIS PROJECT HAY BEGIN
. July 1, 1989
[] AND MUST BE COMPLETED BY
October 15 1989
THIS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT All TIMES AND ITS PROVISIONS FOLl(lIlED BY THE PERMITTEE AND OPERATOR PERFORMING
Il!Ll!2BI\..
SEEJlIfORTANIJlENERAlJ'RQYlSJONSJlNJlEYE""E.,IJOE-OLill.ROYAL
A. GENERAL PROVISIONS
1. All instream work shall be accomplished during the time period
July 1 to August 15.
2. S~d~mentation of the stream shall be kept to the absolute
mlnlmum.
B.
Except for the limited entry described by Bank protection
provlsion ~21 equipment shall not enter or operate within the
ordinary hlgn water marks of the stream.
No cement leBchates or other toxir. materials shall be allowed t
enter the stream.
One alder tree on the west bank may be removed, no other tree
shall be disturbed.
The road fill shall be protected as required to prevent
erosion.
EXISTING BRIDGE REMOVAL
1. The center piers shall be partially removed by the use of hand
tools only which includes chainsaws. The piers shall be cut
off above the stream level and the remainder left intact.
3.
4.
5.
6.
SEPA: Jefferson County, DNS, December 7, 1987
REGIONAL HABmT MANAGER _ 'rom Nelson (206) 3'14-9506
PATROL _ Haw
APPLICANT. WilDLIFE - READER. PATROL - HAB. HGR, . vRIA
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DIRECTOR
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HYDRAULIC PROJECT
DEPARTIIENT OF FlSH"RIES
APPROVAL
R.C.W.75.20.100
R.C.W. 75.20.103
m March 16, 1989
(applicant should refer to this date in all correspondence)
PAGE 1 OF ~ PAGES
DEPAATIIENT OF FISHERIES
General Administration Bldg.
Olyopia, Washington 98504
(206) 753-6650
~LAST ~~~ferson CO. Public Works
10 WATE'bw 1 Creek
r,jilCONTACT PHONE(S)
L:::J (206) 385-9160
1lCONTROL NUH8ER 9 0
l.J 00-3970 - 1
~WRIA
20.0466
2. Road fill near the west abutment which is to be removed shall
not enter the stream. To facilitate this, the fill should be
removed before removing the abutment logs.
C. BANK PROTECTION
1. Bank protection material to the 50-year flood level shall
consist of clean rock only.
2. Equipment may be used to assist the placement of bank
protection materials, provided it is stationed on the banks,
not driven on the streambed.
3. The stream bank protection area shall not exceed 60 feet per
bank. The protection material shall be Rlaced in a
non-continuous pattern which is intended for fish habitat
enhancement.
4. The bank protection material shall not change the stream
hydraulics in a manner that would adversely impact the nearby
f~sh spawning habitat.
5. The west bank, upstream of the bridge, shall be revegetated
with willows upon bank protection completion.
LOCATION: Near the mouth of Owl Creek.
cc: Jim Hatten - Hoh Tribe
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HYDRAULIC PROJECT
APPROVAL
R.C.W. 75.20.100
R.C.W.75.20.103
~ July 14, 1989
(appUcant should refer to this date in all correspondence)
PAGE 1 OF 3 PAGES
DEPARTftENT OF FISHERIES
General Adminbtration Bldg.
Olymp;a, Washington 98504
(206) 753-6650
DEPARTftENT OF FISHERIES
'10tAST NAME FIRST
~ Jefferson County Public
fi9" siller-OR RURAL ROUTE
~ Post Office Box 1220
-----~or~T~ownsend
~WATERowl Creek
,130UARTER SECTION TOWNSHIP
C-JSECTlON NE 35 27 N
f!!jCONTACT PHONE(S)
Works (206) 385-9160
ATTN: Robert Nesbitt
~Tf.TE 9836llP
T~~\!iA~h\~er
RANGECE-W) COUNTY
llW Jefferson
[iJ CONTROL ~~M~~R9 709 - 0 3
[I] I!J [!] W~bA. 0466
[j] liiJ
I!1J T'(PE OF PROJ~CT
...!l:J.~g.=. ~eg~~~~
@] AND MUST BE COMPLETED BY
October 15 1989
THIS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT ALL TIMES AND ITS PROVISIONS FOLLOIlED BY THE PERMITTEE AND OPERATOR PERFORMING
I!iIL.!!!lU...
SEJ:.1HP.llRTMlTJlENE&IL.PllQVIS10lJS ,OlUll:VERSE,SIDE.OUPfROVAL
NOTE: This approval is a modification of the original written on
March 10, 1989 and modified July 7, 1989, and supercedes
all other approvals for this project. Th~s last modification
is to allow a one-time, one-way crossing of Owl Creek (see
provisions Dl-4 below).
A. GENERAL PROVISIONS (these apply to all aspects of this project)
1. All instream work shall be accomplished during the time period
July 1 to August 15.
2. Sedimentation of the stream shall be kept to the absolute
minimum.
3. Except for the limited entry described by Bank Protection
Prov~sion #2, and Stream Crossing Provis~on #'s 1-4 equipment
shall not encer or operate within the ordinary high water
marks of the ~tream.
4. No cement leachates or other toxic materials shall be allowed
to enter the stream.
5. Four trees at the construction site may be removed, no other
tree shall be disturbed.
6. The road fill shall be protected as required to prevent
erosion.
SEPAl Jefferson County, DNS, 12-7-07
REGIONAL HIBml~~NIGER - Tom Nelson (206) 374-9506
PITHOL . Milar
APPLICINT . WILDLIFE - READER - PATROL - HIB. MGR. - WRIA
DEPARTMENT OF FISHERIES
.-- DIRECTOR
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HYDRAULIC PROJECT
APPROVAL
R.C.H.75.20.100
R.C.H.75.20.103
[il July 14, 1989
(applicant should refer to this date in all correspondence)
PAGE 1 OF 2-- PAGES
DEPARTllENT OF FISHERIES
General Administration Bldg.
Olympia, Washington 98504
(206) 753-6650
,1Q,LAST HAHE r,s;CONTACT PHONE(S)
::: Jefferson County Public WorksEJ (206) 385-9160
[gJwATE\:Jwl Creek
EXISTING BRIDGE REMOVAL
1. The center piers shall be cut off above the stream level and
the r~mainder left intact. There shall be no excavation of
the p~ers.
Road fill near the west abutment which is to be removed, shall
not enter the stream. To facilitate this, the fill should be
removed before removing the abutment logs.
BANK PROTECTION
1, Bank protection material to the 50-year flood level shall
consist of clean rock only.
Equipment may be used to assist the placement of bank
protection materials, provided it is stationed on the banks,
not driven on the streambed.
The stream bank protection area shall not exceed 60 lineal
feet on the west bank or 75 lineal feet on the east bank. The
protection material shall be placed in a non-continuous
pattern, which is intended for fish habitat enhancement.
One rock deflector dike may be constructed into the east side
of the stream channel for the purpose of bank protection. The
dike shall not extend into the stream channel more than five
horizontal fest (measurement beginning at the ordinary high
water mark) nor shall the dike exceed 15 feet in width at any
point.
The bank protection material shall not change the stream
hydraulics in a manner that would adversely impact the nearby
f~sh spawning habitat.
The west bank, upstream of the bridge, shall be revegetated
with willows upon bank protection completion.
D. STREAM CROSSING
1. A one-time, one-way crossing of Owl Creek with a tracked
backhoe is authorized.
The machine tracks shall be free of dirt before the stream
crossing.
B.
C.
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HYDRAULIC PROJECT
APPROVAL
R.C.W.75.20.100
R.C.W.75.20.103
141 July 14 , 1989
CspplicoI!Int should refer to this date in all correspondence)
PAGE 1 OF 1- PAGES
DEPARTlfENT OF FISHERIES
General Administrlltion Bldg.
Olympia, Washington 98504
(206) 753-6650
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DEPARTlfEHT OF FISHERIES
~LAST NAME r;B1CONTACT PHONE(S)
Jefferson County Public Works~ (206) 385-9160
I0WATE'bwl Creek
1 CONTROL NUMBER
00-39709-03
I2J WRIA
20.0466
3.
The machine shall cross on a riffle just downstream of the
bridge.
Banklines disturbed by the machine shall be restored to
pre-crossing configuration.
Near the mouth of Owl Creek.
4.
LOCATION:
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HYDRAULIC PROJEC!r
APPROVAL
R.C.W.75.20.100
R.C.W.75.20.103
[I July 7, 1989
(applicant should refer to this date in all correspondence)
PAGE T OF 2 PAGES
DEPARTKENT OF FISHERIES
General Administration Bldg.
Olympia, Washington 98504
(206) 753-6650
DEPARTKENT OF FISHERIES
TOLAST NAKE FIRST ~CONTACT PHONE(S) I1J CONTROL ~~H~::r9 7 0 9 - 0 3
~ Jefferson County P. W. (206) 385-9160
[I.2J STREET OR RURAL ROUTE ATTN: Robert Nesbitt [] @] ~ U~bA. 0466
P.O. Box 1220,
CITY STATE ZIP ~ I1zJ
Port Townsend WA 98368
~UATERowl Creek TA~Wijti~er [ill . TJPE OF PROJFfT
~~ _g.!:. !.eR~~~~
.f3QUARTER SECTION TOUNSHIP RANGE(E-U) COUNTY
,-CJSECTION NE 35 27N 11W Jefferson
----------------------------- ----------
!rIME LIMI'J!A!rIONS' IIIJ THIS PROJECT KAV BEGIN I ~ AND KUST BE COHPLETED BY
. July 1, 1989 ' October 15, 1989
THIS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT ALL TIKES AND ITS PROVISIONS FOLLOUED BY THE PERKITTEE AND OPERATOR PERFORKING
THE \JORK.
SEEJlIeORTAllLGENERAUROYISIONS.OILREYERSE.SIDE.OL\Pl'RfrVAL
NOTE: This a~~rova1 is a modification of the original written on
March ,1989 and shall be substituted for the original.
A. GENERAL PROVISIONS (these apply to all aspects of this project)
1. All instream work shall be accomplished during the
time period July 1 to August 15.
2. Sedimentation of the stream shall be kept to the
absolute minimum.
3. Except for the limited entry described by Bank
Protection provision #2, equipment shall not ente~
or operate within the ordinary high water marks 0
the stream.
4. No cement leachates or other toxic materials shall
be allowed to enter the stream.
5. Four trees at the construction site may be removed, no
other tree shall be disturbed.
6. The road fill shall be protected as required to
prevent erosion.
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JUL 0
SEPA: Jefferson count~: D.N.S., 12-7-87 J~FFE. 1 0 1989
RFGIONAL HABlTAUtAGER - om Nelson (206) 374-9506 PUEJLll~ON CQe
PATROL. M er
APPLICANT. UILDLIFE . READER. PATROL. HAB. KGR. . URlA Of:1k,~ rf~y
DEPARTMENT OF FISIIERIES ~ . /11. lafL /<-- DIRl!iCTOR
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HYDRAULIC PROJECT
APPROVAL
R.C.W. 75.20.100
R.C.W.75.20.103
[4] July 7, 1989 _
(applic~nt shouLd refer to this date in all correspondence)
PAGE 1 OF 2-- PAGES
OEPART"EHT OF FISHERIES
GeneraL Administr8t;on Bldg.
Olympia, Washington 98504
(206) 753-6650
IfijlCOtlTACT PHONE(S)
EJ (206) 385-9160
1]COHTROL ~~M~~ 9 7 0 9 _ 0 3
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,10~LAST HAME
_! Jefferson County P. w.
kWATE'bwl Creek
20.0466
B. EXISTING BRIDGE REMOVAL
The center piers shall be cut off above the stream level
and the remainder left intact. There shall be no excavation
of the piers.
Road fill near the west abutment which is to be
removed, shall not enter the stream. To facilitate
this, tne fill should be removed before removing the
abutment logs.
1.
2.
C. BANK
1.
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4.
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PROTECTION
Bank protection material to the 50-year flood level
shall consist of clean rock only.
Equipment may be used to assis~ the placement of
bank protect~on materials, provided ~t is stationed
on the banks, not driven on the streambed.
The stream bank protection area shall not exceed 60
lineal feet on the west bank or 75 lineal feet on the east
bank. The protection material shall be p'laced in a
non-continuous pattern, which is intendea for fish habitat
enhancement.
One rock deflector dike may be constructed into the east
side of the stream channel for the purpose of bank protection.
The dike shall not extend into the stream channel more than
five horizontal feet (measurement beginning at the ordinary
high water mark) nor shall the dike exceed 15 feet in width
at any point.
The bank p'rotection material shall not change the
stream hyaraulics in a manner that would adversely
impact the nearby fish spawning habitat.
The west bank, upstream of the bridge, shall be
revegetated w~th willows upon bank protection
completion.
Near the mouth of Owl Creek.
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HYDRAULIC PROJECT
APPLICATION
DEPARTMENT OF WILDLIFE
600 Capitol Way North
Olympia, Washington 99504
(206) 753.5897
(R,C,W, 75,20, '00)
(R.C,W, 75,20, '03)
DEPARTMENT OF FISHERIES
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PLEASE PRINT OR TYPE
DO NOT WRITE IN SHADED AREA
General Admin. Bldg.
Olympia. Washington 98504
(206) 753,6650
(!PJ LAST NAME FIRST ~ CONTACT PHONE(S) (206) [J] CONTROl tfJt.ABm
Jefferson Co. Public Works, Robert G. Nesbitt P.E. 385-9160
~ STRfET OR RURAL ROUTE
P.O. Box 1220
CITY
STATE '<P
WA 98368
TRIBUTARY TO
Hoh River
TOWNSHip RANGE ([.W) COUNTY
27N llW Jefferson
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TYPE OF PROJECT
Port Townsend,
GilWATER
Owl Creek
~ -ouinTER
13 SESE!;;, NE~
Bridge Rep18cement
SECTION
35
DESCRIPTION OF WORK METHOD AND EQUIPMENT
See Att8ched
-fiRol;os"EOSTART1NQ DATE ----.---
rRoPci5["i)FiNiSiii~oriATE
6-15-89
9-15-89
-0 SErA AClfNC"IOATE OF OETElUAINATlON
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IT IS UND~~~.;~g.~~ptiQns.-D~O..E--8hoJ;S~QN~~~-watar-quaH.ty-mod1f4~at-wn
DE STARTED UNTIL A SIGNED APPROVAL
IS RECEIVED
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DESCRIPTION OF WORK, HETHOD, AND EQUIPMENT
The work consists of placing a te~porary detour bridge a few feet
downstream of the existing log structure across Owl Creek on
Maple Creek Rd., remove the existing bridge, and constructing a
new concrete structure in approximately the same location as the
old bridge (see attached plans).
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The construction sequence, as outlined on the plans, calls for
constructing the rip-rap armored fills for the detour bridge (a
railroad flatcar), utilizing equipment (backhoe, hydraulic
excavator, etc.) from both banks of Owl Creek. Once the fills are
constructed, the flatcar is "slid" across the existing bridge and
placed on the mud sill abutments utilizing a cat equipped with a
winch. Wi th the detour bridge in place, the removal of the
existing bridge is completed utilizing a combination of hand work
and equipment from the existing approach fills and the detour
bridge. Construction for the new structure begins with the rip-
rap armored approach fills utilizing the same equipment and
methods as the detour bridge fills. As these fills are
constructed, the plan calls for driving four piles on both sides
of the creek and then casting in place reinforced concrete pier
caps. After the caps are cured, the approach fills are completed,
and the precast, prestressed concrete slabs are lifted into place
by cranes and bolted and grouted together and cast in place
concrete traffic barrier is constructed on the new bridge. When
the new structure is opened to traffic, the detour bridge will be
removed by the same method as it was placed. The rip-rap armored
fills for the detour are to be remain in place for future
widening of the new structure.
The only anticipated work to be performed with in the wetted area
of the creek bed is the placement of the toe of the rip-rap and
the work necessary to remove the west abutment and the center
pier of existing bridge.
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DEPARTMENT OF THE ARMY
SEATTLE DISTRICT, CORPS OF ENGINEERS
P.O. BOX C.3755
SEATTLE, WASHINGTON 98124.2255
RECEIVED
R(~LY TO
...'UNTIOttor
MAR
MAR 13 1989
JEFFERSON COUNTY
PUBLIC WORKS DEPT.
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Regulatory Branch
Jefferson County, Dept. of Public Works
Post Office Box 1220
Port Townsend, Washington 98368
Dear MR. Nesbitt:
This acknowledges receipt ot your application for Department of
the Army permit for work in Owl Creek. Hoh .River. POT .
Your application has been assigned Number .ID:B::!t.=lll2.ll2-..._-==.
This reference number should be c it~d in any future correspondence
relative to this application.
Your application will be processed as expeditiously as pos-
sible. You may be requested to provide additional information
prior to our completing action upon this request. You will be
furnished a copy of the public notice when isaued. You are cau.
tioncd not to commence any of the work for which you are requesting
application until a Corps of Engineers permit has been issued.
Sincerely,
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Chief, Regulatory Branch
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(ReplacC!8 NPS Fl. 203)
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JEFFERfdN COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O, Box 1220
Port Townsend, WA 98368
(206) 385.9160
Go'Y A, Rowo, P.E., DI,oc'o,
Rob." G, N..blll, P,E., Coun'y Engln..,
February 14, 1989
Mr. Greg Cloud
Department of Ecology
Southwest Regional Office
7272 Cleanwater Lane, LU-11
Olympia, WA 98504-6811
Re: Water Quality Short Term Modification Permit, Owl Creek Bridge
Replacement, CR0719, Fed. Aid No. BROS 2016(007)
Dear Mr. Cloud:
Enclosed are the Water Quality Standards Modification Application
Form, one set of preliminary plans, and the description of work,
method and equipment portion of the Fisheries H.P.A. for the above
referenced project.
It is Jefferson County's policy on this type of project to disturb
the live stream and bed as little as possible, given the nature of the
work.
If you have any questions or need any further information, do not
hesitate to contact me.
Sincerel~'
6~ ~~
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Construction Engineer
Enclose.
HC: CR0719, corres.
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APPLICATION FORM
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Applicant:
Address:
Jefferson County
POBox 1220
Agent:
Address:
Department of Public Works
POBox 1220
Port Townsend. WA 98368
Contact: Bruce Laurie. Construction Engineer
Phone: (206) 385-9160
Port Townsend. WA 98368
Phone: (206)385-9160
,Name and Location of Project: Owl Creek Bridge Replacement County: Jefferson
SE 1/4 of NE 1/4 Sec. 35
Cor/,3 Public Notice No. Location: Sec.~Twp27N Range~
(if applicable)
Description of Proposed Activity (inClude map or diagram if necessary):
Bridge Replacement (See Attached Plans)
Nature of Expected Water Quality Problems and Proposed Discharges
1) Wood particles from removal of existing log bridge. such as chips and dust
from sawing pilings at stream bed level; 2) Soil from removal of West approach
fill of existing bridge and the placing of rip-rap and new approach fills.
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Schedule and Duration of Construction Activitiesi Life of Project: The actual
construction that will affect the stream bed wi 1 be within the "fisheries
window" dictated by the hydraulics permit (not yet received) probably between
June IS. 1989 to September IS. 1989. Some other work. such as guardrail placement
may take place outside of the window.
Proposed Actions During Construction to Reduce Severity or Duration of Water
Quality Impacts: All work to be done from the banks of the stream that utilizes
heavy equipment. Temporary erosion control such aa ailt fencea. rock-lined ditches.
etc., will be used during the conatruction of disturbed esrth. All slopes will
be revegitated as part of the project. All alopes that are exposed to the stream
waters a're armored with rip-rap. .
A copy of the State Department of Fisheries or Department of Game Hydraulica
Project Approval permit if applicable and available, Applied for - not yet received.
The State Environmental Policy Act (SEPA) was complied with on
12/7/87 (date) by Jefferson County (lead agency).
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DESCRIPTION OF WORK, HETHOD, AND EQUIPHENT
The work consists of placing a temporary detour bridge a few feet
downstream of the existing log structure across Owl Creek on
Maple Creek Rd., remove the existing bridge, and constructing a
new concrete structure in approximately the same location as the
old bridge (see attached plans).
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The construction sequence, as outlined on the plans, calls for
constructing the rip-rap armored fills for the detour bridge (8
railroad flatcar), utilizing equipment (backhoe, hydraulic
excavator, etc.) from both banks of Owl Creek. Once the fills are
constructed, the flatcar is "slid" across the existing bridge and
placed on the mud sill abutments utilizing a cat equipped with a
winch. With the detour bridge in place, the removal of the
existing bridge is completed utilizing a combination of hand work
and equipment from the existing approach fills and the detour
bridge. Construction for the new structure begins with the rip-
rap armored approach fills utilizing the same equipment and
methods as the detour bridge fills. As these fills are
constructed, the plan calls for driving four piles on both sides
of the creek and then casting in place reinforced eoncrete pier
caps. After the caps are cured, the approach fills are completed,
and the precast, prestressed concrete slabs are lifted into place
by cranes and bolted and grouted together and cast in place
concrete traffic barrier is constructed on the new bridge. When
the new structure is opened to traffic, the detour bridge will be
removed by the same method as it was placed. The rip-rap armored
fills for the detour are to be remain in place for future
widening of the new structure.
The only anticipated work to be performed with in the wetted area
of the creek bed is the plaoement of the toe of the rip-rap and
the work necessary to remove the west abutment and the oenter
pier of eXisting bridge.
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JEFFERSON COUNTY-CITY OF PORT TOWNSEND
SHORELINE SUBSTANTIAL DEVELOPMENT PERMIT
EXEMPTION APPLICATION
The Jefferson-Port Townsend ShoreLtne Management Master Program exempts
certatn developments from tts permtt requtrements pursuant to the
WashLngton state Shoreltne Management Act (RCW 90.58). To qualLfy for
an exempt Lon. the proposal must be revtewed and approved by the
Jefferson County PlannLng and BuLLdtng Department:
Answer the followLng quest tons completely. Prtnt Ln Lnk or type the
answers.
APPLICANT:
ADDRESS:
TELEPHONE:
.Teffp.:THnn r.nllnl"}'
P.O. Box 1220, Port Townsend, WA
(home)
98368
(busLness)
385-9160
REPRESENTATIVE (contact):
ADDRESS:
TELEPHONE: (home)
Bruce Laur ie
Same
(bustness) Same
PROPERTY DESCRIPTION
GENEPAL LOCATION: The Owl Creek Bridge on Maple Creek Road. Co. Rd. 13~IOq
approximately a mile South of Forks; WA and '8 miles East of Hwv. 101 South of
the Hoh River on Owl Creek at the Huelsdonk Ranch.
LEGAL(s) (Ldenttfy each affected property wLth LnformatLon from
property tax statement--descrLbe nearest upland property Lf proposal Ls
wLthLn a waterbody): ,
. ~ Proposal Stte ~ Upland Stte
Owner: Jefferson County c/o Public Works Deoartment
Address: P.O. Box 1220, Port Townsend, WA 98368
Tax Parcel NLIllber: N/A - County Road rhht-of~wav
Real Property Descrtptton: RiRht-of-wav is located in tho !.lit, ~ 1(,
N.E.~ Section 35, T27N. RIIW, W.M.
. 0 Proposal SLte 0 Upland Stte
Owner:
Address:
Tax ParceL Number:
ReaL Proporty DoscrLptLon:
ADJACENT I~ATERDODV: Owl Crecll (Tributary to 11011 Rivnr. rl.n?/i.7.)
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'P~OPOSAL DESCRIPTION
---- .....--. -,",
PROPOSED DEVELOPMENT: Replace existing structurally deficient log bridge and
it's approaches with reinforced concrete structure in the sam
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USE: County Road
ESTIMATED COST OR FAIR MARKET VALUE: $150,000.00 (cost)
COMPLETION DATE: October' 1989
ARMY CORPS PERM IT: ~XAppl i.ed-Nottce Number:
o Not Requi.red 0 ReqJi.red~ot Appli.ed
STATE FISHERIES-GAME HYDRAULIC PROJECT APPROVAL: n Appli.ed
o Not Requi.red 0 Requi.red--Not Appli.ed
!_.S I TE PLAN
A si.te plan must accompany the exempti.on request. It shall be no
larger than 8~ by 11 i.nehes, to scale, and sui.table for copyi.ng. It
shall i.llustrate and i.denti.fy the followi.ng features:
. North arrow and scale.
. Development area (property boundary li.nes, seeti.on li.nes, etc.)
. Property Lmprovements (exLstLng and proposed structures, utLlLtLes,
development, etc.)
. Property features (exLstLng and proposed changes to topography and
ground relLef, vegetatLon, etc.)
. WaterbodLes and wetlands.
. OrdLnary hLgh or mean hLgher hLgh water lLne.
ACKNOL~LEDGEMENT
I hereby declare that the LnformatLon provLded Ln thLs eppltcatLon Ls
true and correot to the best of my knowledge. Further, I e.cl<nowledge
that development of the proposal may not oocur untLl approval has been
gral,ted by the Jefferson County Plannlng and BuLldtng Departmant.
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r~~~r-~Lzed represantatLvel (date)
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(OFFICE USE ONLY)
FEEl RECEIPT NUMBER I
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717 SOUTH PEAIlOl1i STREET
PORT ANGELES, WA 98362
(206) 452-&491
1.800.854-5545
Engin.." . Land Surveyors. Plann,,,
Construction Coordination. Mat.rials r.sring
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AVOID LATE PAYMENT FINANCE CHARGES!!
JOB NUMBER
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORl ro.JNSEND I WA 98368
243930040
11/30/89
RE: CONST. SURVEYING-OWL CREEK BRIDGE
Nlr. ENCLOSED .
IlE1I.Rl TOP PORTION WITH REMITTANCE
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NORTHWESTERN TERRITORIES. INC.
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223930041
11/30/89
RE: TESTING - OWL CREEK BRIDGE
AElIJAN TOP PORTION WITH AEMITTANCE
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10M[ ENClOSCO .
NORTHweSTERN TERRITORIES, INC.
INVOICE I
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Terms:Net30d~ ,~
Late PlYmenl finanee charges,WlII bll Imposed on unpaid balance 30 days
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JOB NUMBER
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 98368
243930040
10/31/89
J
RE: CONST. SURVEYING-OWL CREEK BRIDGE
AMt ENClOSED.
IlE1URN 101' POflI1ON WI1H REMITTANCE
RETAIN BOT1ClI PORTION FOIl I'ClUA REC0RD6
NORTHWESTERN TERRITORIES, INC.
INVOICE I
STATEMENT
"rms, Nt! 30 dljS
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afIer dliofbllNng It 1M perlodlC rile 0115% per mon1h or In annual percen.
tIg'rl1eoI18%.
WEEK ENDING
DATE
SERVICE
AMOUNT
PREVIOUS BAl>>ICEt
1(1/15/89 Guard Rail STaldng Cales DMH 1.00 Hrs.
ENGINEERING-RDADS AND STREETS DESIGN
10/15/89 DMH .50 Hrs.
SURVEVING-DFFICE-cALCULATING
10/15/89 ALD 4.00 Hrs.
10/15/8'1 GCB 4.00 Hrs,'\
SURVEVING-FIELD-TRAVEL TIME
10/15/89 Guard Rails ~ Pavement ALD 5.25 Hrs.
10/15/89 GClard Ralls GCB 5.25 Hrs.
SURVEVING-FIELD-CONSTRUCTION STAKING
45.~10
45.00
18.50
18.50
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1,,-:1 268.00
175.88
175.88
351.76
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JOB NUMBER
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 98368
223930041
10/31/89
J
RE: TESTING - OWL CREE~: BRIDGE
P.ElUIlN lOP PORnON WITH REMITTANCE
IlETAIN BOTTOIol PORnON fOIl ~ RECOIlD5
NIr. ENClOSED.
NORTHWESTERN TERRITORIES, INC.
INVOICE'
STATEMENT
Torms: No! 30 till'
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WEEK ENDING
DATE
SERVICE ,':
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PIlfVIOUS IlAlNlCE:
$924.25
~
10/26/89
RECEIVED ON ACCOUNT:
-924.25
REMAINING BALANCE.
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10/08/B9 Test JC-4B
10/15/89 Test JC-3B, 3C
10/22/89 rest JC-4C
LAB TEST-CONCRETE CYLINDERS,
10/08/89 Test *11,12
lAB TEST-GROUT PRISMS
MAS
MAS
MAS
TYPE 3
MAS
.00 Hrs.
.00 firs.
.00 firs.
($12.50 EA.)
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12.50
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12.50
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NORTHWESTERN(.' :RRllORIES, INC.
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JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 98368
RE: TESTING - OWL CREEK BRIDGE
RETURN 1llP PORTION WITH REMlTTANCE
RETAIN BOTlOM PORTION FOR YOUR RECOADS
AllT. ENCLoseo .
NORTHWESTERN TERRITORIES, INC.
INVOICE I
STATEMENT
WEEK ENDING
DATE
SERVICE
PREVIOUS OAV.NCE
08/25/89
RECEIVED ON ACCOUNT:
REMAINING BALANCE:
08/13/89 Materials ~, lesting Coord. LPB .50 Hrs.
08/20/89 Materials ~, Testing Coord. LPB .50 Hrs.
08/27/89 Materials ~, lesting Coord. LPB .50 Hrs.
ENGlNEERING-PROJECT HANAGEHENT-OFFICE
08/20/89 Cyli nder Mol ds to Meri 11 0 ~:LP 2.75 Hrs.
SECRETARIAL
08113/89
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08/27/89 fest Grout Prism
LAD TEST-GROUT PRISMS
08120/89 Dry 8i eVl' Anal 'Is! 5 (5)
LAD TEST-8IEVE ANALYSIS
Oll/ 1 ::/89 PU Cyl i nders
08/:'0/89 Samplf's-Fot"',S Sand 1. Grav,,1
TECI..ICIAN SERI11CES-r1f.N:RI\L
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(206) 452-8491
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08/31/89
Terms: Net 30 days
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84.00
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P. O. BOX 1220
PORT TOWNSEND, WA 98368
223930041
08/31/89
RE: TESTING - OWL CREEK BRIDGE
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NORTHWESTERN TERRITORIES, INC.
INVOICE I
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Terms: NIt 30 ooys
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NORTHWESTERN( ~RRITORIES, INC.
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(206) 452-8-191
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Engineers . Land Surveyors . Planners
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JOB NUMBER
JEFFERSDN COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 122(1
PORT TOWNSEND, WA 98368
243930(140
(l8/;:,! /89
RE: CONST. SURVEYING-OWL CREEK BRIDGE
NI:T. ENClOSED .
IETURN lOP PORTiON W1lH REMITTANCe
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NORTHWESTERN TERRITORIES, INC.
INVOICE I
STATEMENT
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WEEK ENDING
DATE
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;325.(1(1
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(18/(16/89 F'roii I e Center I i 1"11; BOH .50 Hrs. '!,IN '/.
SUR\lEYING-FlaD-!lENCH CIRCUIT
(18/06/89 Reestabl ish Centerl i ne ALO 1. 50 Hrs. %1 d~
08/06/89 Reestablish Centerline BOM 1.5(1 Hrs. #, lilt
SURVEYING-FIE~D-cENTERLINE STAKING
08/06/89 Slope Stala' ALD 4.5(1 Hrs. %1 '1'/1
(18/06/89 Slope Stal,e ' BOM 4.5(. Hrs. %1 if';"
SURVEYING-FIELD-SLOPE STAKES
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JOB NUMBER
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 9B368
243930040
08/31/89
RE: CONST. SURVEYING-OWL CREEK BRIDGE
MIt ENCLOSED .
PAGE 2
RETUAN TOP POIlTION WITH REMrrTANCE
AETAlN BOTTOM POIlTION FOIl YOUR AECOAOS
NORTHWESTERN TERRITORIES, INC.
INVOICE I
STATEMENT
krms: Net 3O,dl'/S
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WEEK ENDING
DATE
SERVICE
AMOUNT
PREVIOUS IlAl.AACE
SURVEYING-FIELD-TRAVEL TIME
268.00 /
NEW CHARGES:
9(13.50/'
NEW BALANCE:
$903.5(' ('
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1-600-654.5545
Engin"" . und Surveyors. Pt.lnne"
Construction Coordiffition . Materials Tasting
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JOB NUMBER
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 98368
243930040
07/30/89
RE: CONST. SURVEYING-OWL CREEK BRIDGE
IlET\JRN 1llP PORTION WITH AEMITTANCE
RETAIN IlOTlCU PORTION FOR YOUR RECOflDfl
AMt ENCLOSED-
NORTHWESTERN TERRITORIES, INC.
INVOICE I
STATEMENT
inns: Net 30 dI,s
lJI, payment finance c=, wiU be im~sed on unpaid balance 30 dl,'S
~~~~lbf~.ltthe lC!1teof1 permonlhor.nannualpelten.
WEEK ENDING
DATE
SERVICE
AMOUNT
PREVlOUS BAlANCE:
$1,633.00
07/25/89
RECEIVED ON ACCOUNT:
ADJUSTMENT:
-1,551.00
-82.00
REMAINING BALANCE:
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07/23/89
07/23/89
RLN 1.00 Hr..
RLN .50 Hr..
50.00
25.00
SURVEYING-OFFICE-COORDINATION
07/(12/69 Stake Con6t. Sigel' RLN 1.50 Hr..
SURVEYING-FIELD-CENTERLINE STAKING
1)7/02/89 RLN 3.50 Hrs.
SURVEYING-FIELD-TRAVEL TIME
75.00
75.00
75.00
175.00
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175.00
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NEW BALANCE:
$325.00 ,/
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Engin..., . L.lnd SufVO)<!" . Pt.nn."
Consrruction Coo,~'nation . Materials Testlng
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JOB NUMBER
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 98368
223930041
07/30/89
RE: TESTING - OWL CREEK BRIDGE
IETUAN lOP PORTION WITH REMITTANCE
RETAIN BOTTOM PORTION FOIl YOUR REC0RD6
NIT. ENCLOSED .
NORTHWESTERN TERRItORIES, INC.
INVOICE I
STATEMENT
,,""'; NtI30 days
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WEEK ENDING
DATE
SERVICE
AMOUNT
I'IlfVlOUS IJAWllCE:
$259.0(1
07/25/89
RECEIVED ON ACCOUNT,
ADJUSTMENT,
-222.00
-37.00
REMAINING BALANCE,
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0712~V89 ALD 4.(>0 Hrs.
SURVEYING-FIELD-HORIZONTAL CONTROL )' ~11'
\17/23/89 BDI1 4.\10 Hrs
134.00
134.00
134.00
SURVEYING-FIELD-TRAVEL TIME
134.00
,.
0"1123/89 ALD 4.('0 Hrs.
07123/89 Shl;lng 8DM 4.('(' Hrs.
SURVEYING-FIELD-CONSTRUCTION BTAKING
134.(1(1
134.00
269.00
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536.00
NEW BALANCE I
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JOB NUMBER D~/:Jt
223930041
Enginte,. . land SuM)'OlS . Pl.Jnn,,,
Construction Cooni..tion . M."ri.,s resling
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 98368
06/30/89
RE: TESTING - OWL CREEK BRIDGE
IImJRN 1CP PORTION WITH IlElMTTANCE
RETAIN IlOTTOM PORTION FOR YClUl AECOADll
NIt ENCLOSED .
NORTHWESTERN TERRITORIES, INC.
INVOICE I
STATEMENT
rorms:N;t3lldlys
lAe payment finance charges, will be Imposed on unpaid balll'lCt 30 dliS
Iftef day of bilMng It ItIe pefIodlC rale of 1.5% per month or an annual percen.
IIQt rIl. 01 111I,
WEEK ENDING
DATE
SERVICE
AMOUNT
PAEV10US BA1-W::E:
ENGINEERING-CONSTRUCTION CONTRACT PREPARATION
ENGINEERING-COORDINATION-CONTRACTORS
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222.00
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NEW CHARGES:
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Cl 717 SOUTH PEAIlOOV STREET
PORT ANGELES, WA ll8362
(206) 452.aG1
1Y1~55'05
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NORTHWESTERN! .tRllURIES, INC.
Enllin..,. . LAnd SuM)OlS. Plann.,.
Cons~uction Cooninalion . Materia's Testing
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JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 98368
RE: CONST. SURVEYING-OWL CREEK BRIDGE
AEl\IIN 10P PORTlON WITH RElMnANCE
IIETAlN IlOT1IlM PORTION FOR VOUII AECOADll
NIt ENClOSEO .
NORTHWESTERN TERRITORIES, INC.
INVOICE I
STATEMENT
Torms: NoI30dIl'
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::: ~ ~fbf~.1I the PI Ie rtte of 1 ptr month or an annual percen.
WEEK ENDING
DATE
SERVICE
AMOUNT
I'IlEV1OUS IlAIANCE,
05/28/89
06/11/89
smvEVlNG-OFFICE-REVIEW DRAWINGS
smIlEY IMHlFFICE-RESEARCH
350.00
25.00
275.00
'7~tJC) ~r
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22.50
234.50
67.00
134.00
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smvEY I NIHlFF I CE-coORll INATION
06/18/89 PreConst Conf. & Travel
smvEYING-oFFICE-HEETINGS
l14123/89
04/23/89
06/04/89
r
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06/04/89 Stalle Clmterllne
06/04/89 Shke C9nterllne
SURVEY I NG-F I ELD-cENTERL I t.E BTAK I 00
('6/04/89 Flag Clear Llmih
06/04/89 Flag Cl9arlng Limits
smvEYINIH'IELD-ClEMING BTAKES
06/04/89 Referlinee Cenbrlin9
(16/04/89 Ref. Cl!nterl I ne
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JOB NUMBER
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 9B36B
243930040
06/30/89
REI CONST. SURVEYING-OWL CREEK BRIDGE
IlElUIlN 1tlP PORTION WITH IlEMlTTANCE
IIETAIN 8OTTOII POflTIOtI FOIl Ycx.l AECOADll
NIT.. ENCLOSED I.
PAGE 2
NORTHWESTERN TERRItORIES, INC.
INVOICE I
STATEMENT
Torms: NIl 30 u,.
lJtt pIymInt finance charges will be im.&::d on unpaid blll~ 30 (11)1
:':: ~f~.1I the perIOdic rate of 1 per montn 0' In annuli pemn.
WEEK ENDING
DATE
SERVICE
AMOUNT
PAEV10US 1lALANCl;:
06/04/89
06/04/89
SlRVEYING-FIELD-TRAVEL TIllE
268.00
NEW CHARGES:
1,633.00
NEW BALANCE:
$1,633.00
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\JEFFERSON COUNTY DEPT. OF PUBLIC WOR~:S
RE. CONST. SURVEYING-OWL CREEK BRIDGE
BILLING WORKSHEET - CURRENT PERIOD IS 06/30/89
PARTNER. 4
Bill to. TYPE CODES. SV- - - FYE. SC. .0001.
1--------------------------:-------------------------:--------A I
UD III . $8800 YTli BILLABLE. 354.50: CLlRRENT
UD 112 : OPEN YTD BILL HRS. 7.50 : 1 AGO
: PHONE : (206) 38~;-9160 : YlIl N-B HRS . .00 : 2 AGO
: CONTACT: BRUCE : YTD BILLINGS. .00 : 3 AGO
: FF WC: AMT. .00: YTD WUlDN)S . .00 : 4+ AGO
; _~~~:_~~:~~~___~~~~_~~~~~ _~~~_~::::~~:~_______~~~_:: SI: BAL
PRIOR A/R
PAGE 200
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AMOUNT
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OS/28 TRLN22 00 RLN 50.00 5.00 250. 00
06/11 TRLN24 (10 RLN 50.00 2.00 100.00
317 srnvEYIMi-OFFICE-REVIEW DRAWINGS 7.00 350.00(((
06/25 TRLN26 00 RLN 50.00 .50 25.00
320 SURVEYINHlFFICE-cooRDINATIIIN .50 25.00<((
(16/18 TRLN25 ('0 RLN PreCon5t Cont. r, Travel ~,o.oo 5.50 275.('(1
330 SURVEYIMi-DFFICE-MEETINGS 5.50 275.00<((
04/23 T JEM17 0(' JEM 45.00 -r.oo- .4S..OO-' ~I
('4/23 lRLNl7 00 RLN 37.00 -HOO- ~
06/04 TRLN2:l 00 RLN 50.00 3.50 175
334 SURVEYINHlfFICE-RESEARCH ...5.M ~(
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OS/21 TJEM21 00 JF.M 45.00 .50 22.50
349 SURVEYIMi-OFF ICE-REYIEW .,50 22.50<((
06/04 TALD23 (1(1 ALD Stake Centerll ne 33.50 3.50 1J7.25
06/04 TTJR2~; 00 TJR Shl:e Centerline 33.50 3.fiO 117.25
412 SURIlEYTMi-FIB.D-CENTERLItE SlAKlMi 7.00 234,50<((
06/04 TALD23 00 AI.D Flag Clear Limitll 33.50 1.00 33.50
06/04 TT JR23 (10 1 JR Flag CI eari n9 LI ml t6 33.5(' 1.00 33.50 I
413 SURVEYING-FIB.D-Cl.EMlMi STAKES 2.00 67.00<(( 8 0
06/04 TALD2:l 00 ALD Reference C~nterllne 33.50 2.00 67.0('
('61(14 TlJR2:1 00 IJR Ref. Centl>rline 3J'.BO 2.00 67.('0
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06/04 TALD23 00 ALD
06/04 TTJR23 00 TJR
439 SURYEYING-FIEUl-TRAVEL TIlE
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33.50
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4.00
8.00
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134.00
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CLIENT TOTALS - CURRENT PORTION
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RUN 06-26-1989 AT 11:13
CL. ID
223930041
\JEFFERSON COUNTY DEP1. OF PUBLIC WORKS
RE: TESTING - OWL CREEK BRIDGE
BILLING WORKSHEET - CURRENT PERIOD IS 06/30/89
PARTNER: 22
Bill to: 1990 1VPE CODES: LR- - - FYE: SC: .0007.
:--------------------------:-------------------------1--------A /
UD ~1 $';(100 Y1D BILI.ABLE: 72.00 CURRENT
UD #2 : OPEN YTD BILL HRS: 1.50 1 AGO
PHONE : (2061385-9160 YTD N-B HRS : .00 2 AGO
CONTACT: BRUCE YTD BILLINGS: .00 3 AGO
FF we: AMI: .00: YlD WUCDNlS : .00 I 4+ AGO
: BII.L FRED.: AUTO FMT:)I) YTD RECEIPTS: .00 I SC BAL
l-------------------------~:-------------------------l
PAGE 392
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PRIOR AIR
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DATE
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RATE HOURS
COMMENT
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04/23 TLPB17 00 LPB 37.00 ~
115 ENGlNEERING~TRUCTION CONTRACT PREPARATION k<<l
37.00 II-
37.00<<(
(16/18 ILPB2~ 00 LPB PreConst. Meeting
121 EMil PEER I NG-cooRD I NIl TI ON-ctlNTRACTORS
37. (10 6.00
6.00
222.00
222.00<((
04\t2~1 T J~(I(I ,1RN ../'""'\.
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1 -1_1__/__1_1_1_1
ITAAI!:L AlID PER DI~ 1 10,00 I 1 10,00 I 11,000,00 I 0.00\1 (11,000,00)[
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IREPIlXOCTlOO lXPMS I 10.00 1 1 10,00 1 10,00 I ERIlI 10.00 I
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1------.----------- 1___1__1__1____1____1____1
rSl)PPlIFS I 10.00 1 I 10,00 I 10,00 1 Efill 10.00 I
I RATES Of I ~THLY 1 ~THLY I TOTAL I TOTAL 1 TOTAl 1 POONT 1 Ll/0Em.tI/ I
!~ 1-1~1-1~1~lro4'LOOI~1
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1 1-1-1-/-1-1_1_1
1 $88.00 1 0.00 1 10.00 I 0.00 1 10.00 1 10.00 I ERR 1 10.00 1
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COUNTY ROAD PROJECT: CR0719
WORK OONE THROUGH: B/31/89
;-----------PERSONNEL------- --m;--RAiES-OF u;--MONiHLym;--iONiHLym;---iiiiAL----i---ioTAL----;---ioiALm-i--PERCENi---i--UNiiERRUNi--;
I I PAY I HOURS : WAGES I HOURS : WAGES : ESTIMATE : CO~PlETED I OVERRRUN ,
: w~w___________.______~~__~~__~_-.~-_:__-_~~----~.--~- :_----~-.~~::_~-~: ~~-~~~_ -~-.~~~ :_-__-___~~~~..___.._- !____~___-......_:.........) .......-..-__..,---- :------_..-_--_~..: ---:..____------ i
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ICONSTRUCTlONSTAKJNGIHENI : m.oo: 0.001 10.001 0,00: 10.001.,10.00.:. ......ERR..I. ..10,001
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; ~~::~~~~:~~_:::~_::n_nm_m_: m_~~~~:~~~; _ __m_:::~_; _ _ u_~::::~_ : ~~~----~:~~~ :-~~-~=:::~~- :----~::~:~:-: um_:~:~~:: m_:~::=:~~~ I
lPRlIlCIPAL SURVEYOR : 15(1.00 :. 4.00: $200.00 I 23,00: 11,150.00 I 1500.00: 2JO.001.: 1650.00.
: .~-.._. ----.- -- ------_..---------l----....------I------------1------------: ------------l------------l------------: ------------:-------------
:MTERIAL SAMPLING : 12B.00 : 12.5(': 1350.00: 0.00 : 10~.oO_: 12,600,.00: ~,OO1.: (12,600.001
l-;." -..u.:-..__;.__;. ';'-~~;';:;';";'';';':;'':;-;';'';;':.;;';': ;.'::':';;;:'~,:;,-;,;,::.;.;.";; :;::':'::;:':'--'::':::';':':.l;.:':';:'-u-..---~-:.. nn__u___l______u____: huno...._..: u:_____ ----1-------------
:SECRETARIAl
125.00 :
0,00 :
11),00 I
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10,\10 I 1500.00:
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2.m: 11767.501:
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:SECRETARI~l
116.00 :
2.75 :
149.50 I
0.00 I
10,00: 1720.00:
o.oOl: !t720.001
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:lDTAl OIRECT SALARY COST I 11,356.50: 48.00: 12,634.00: 112,100,00 : 21. ml !l9,466.001 i
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:OVERHEAD INClUOED III HOURLY RATE
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10.00 :
10,00 :
ERR:
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.,.
INET fEE INClUOEO IN HOURLY RATE
: -~.. ..-~.._~..-------...._.._...._.- ......-................---...--.-..........1.........----.....1--...............-..1---........-....--: -. ...---.-....-1-...-....-............1..-..--..--..........:,
10.00 :
10.00 I
10,00 1
ERR:
$('.00 1
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:SUD-TOTAl
l $1,358.50:
: 12,634.00: 112,100.00 :
21.ml 119,461.001:
t................-. - ~........ -... -....- -~. ............ -..... ~.... --....... ..-~ ~... ---I" .....~.. .-- -- - : - --... --..-..- -1 --.. --.. ...... ....I. --............. .1.. -..-...........- : .... ..----.... "-0 ....I
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110m : PERCENT I UNOERRUN/ :
OIRCC1'IOHAl~H COSl : NOIIT~lY I : TOTAL : ESTIMATE : COMPLETED : OVE~RRUII :
".. . . -"-" --...... .., ~.-.... ---.. ....... -oo-. ..~_.... ........-... .-.-...: ........ -~.-....: ....................: _... ................1................ -...l-........-~-....-..l...---........-.. _..,
HAVEL AltO m DIEM : 10.00 I : 10,00 I lI,vOO.OO: o.oOl: III ,000, owl
. -. - -.. - . -. -- -. --.--...- -. -.. .-.... '-"--' m ..m_._ .-.....-: '_"________1___' ._....__1__....... ...: .-.. ........1--...-..--.-: .._.._ _..__ _. ~
RErRDPUCTION WHIEe : 1(1.00 I : 10,00 I 10,0(1 : ERR 1 10.00 1
.. -...".... ,_. .... --,.. ."'...n -...'.. .... O' -- -. 0_.._" '.~.. ..... -. -...: -.. ,..... -.. .....: --..... ......~.. : ....... "." ..~~..-l. ....~....... .1-......... -...... --l-. ...._.... ...~_.. ~I
COMrUlER Elr,I:\, : 1('.1'0 : : 10.00 : 10,')0 : m : ").00 :1
......... .... . . - ,., ..... ...... ........... . ,........................... ..- ...... .'... -.. ~- :..... .-...... : ..............-., l..,"...~.. .....-....: .....- ......--.,.:.,. .'... ..,,,. .....: -... .....-... . -~.":I
IANr'lINr, ,NO mme 1191.50 I 10.00: 1100,00: O,(IOll 11500.001:1
..-.. .-.. -... -,..... _"'.m. --... ..-.-....- '-1' - ....----.-1- ...... ..---: n._.. "_m : .-.... h__ -. : -.-...... -"1-, .n_ ....... i
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: -------.--------------------------------------------.-----: ------------: ------------1------------1------------: ------------: ------------- :
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.: TOTAL DIRECT NOII-SALARnOsi iiiii:soj -----r- .-- $0.00 111,600,00 I . "0: ooi. f Iii ,boo: 00-1 :,
1---------------------------------------------------..------: ---..--------: ------------1------------1------------1------------: ------------- ~
j _..__.,,;~,-.~~.~.~~_~~,~-----_~--_- -:-.::~:~_=.::.::.~~=:.~.~.:::.~~~.___=:.::~_~.=:_:.~=! -=:~.~_-=~.:~_-.:.~_=_-_:.~==_-_:l:~:~:.:_.~_~=__:..-..l~:._:.~:~-_==_~::1:::~__.~.~_.:.:~.~:!_~.:~.~.:_.~,~~:~~.-_11
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CONSULTANT: NORTHWEST TERRITORIES. INC., 717 SOUTH PEABOOT ST., PORT ANGELES, W' 98362
COUNTY ROAD PROJECT: CRom
.ORK DONE THROUGH: <; ('3<>(8 T
mmm-..PERSiiNNELum--..-.-;uRATES-Oru;uiiiiNTYLym;-.iiiiitiiLY---;mTOTAL....:---TiiTALm.;...TiiTAL..u;--PERCENT-..;--UNOERRU~i.-;
PAY : HOURS : NAGES I HOURS : WAGES I ESrIMm I commD : OYERRRUN
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:CONSTRUCTION STAKING 12-"ENl
167.00 :
10.50 I $703.50 I
10.50 I $703.50 I 16,030.0(' I
11.617.1 (l5,326.50) ~
: -------..------------------------: ------------ \ ------------: ------------: ------------: -...--------- : ------------: ------------1----------..--
ICONSTRUCTION STAKING IHEN) I
: ----- ---------------------------: ------------: -----Oo------: ------------: ------------1------------ : --------- ---: ------....----{-------------:
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188.00 I
0.00 I
10.00 :
0.00 :
$0.00 I
10.00 :
ERR:
10.00 :
IENGINEERING TECH II
$37,00 :
6,00 I
$222.00 I
$222.00 :
$140.00 I
30.00:::
1$518.001 ,
: -------------------------------- t ------------1-----......---..: ----------....1--..--------..:....---------- : -------..-..--: ------------: ----------...... :
lPRINCIPAL SURVEYOR
$50.('0 I
16,50: 1825.00 I
16,50: $B25.00: 1500,00 I
165.00X:
1325,00 :
t-------------------------------..: --....----.......-1------------: -------..----{------------I--..---..-.....--{-----------..: -..-..--------1---------..---'
IMTERIAL SAmlNG
12B.00 I
0,00 :
10.00 I
0.00 :
$0.00 I 12,BOO.00:
O.ODXI 112,BOO.001:
1----..---------------------------: -..------....--{------------I---------..--I------------: --..-..-------: -----------..{------------: ------------- :
:SECRETARIAL
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10.00 I
0.00 :
10.00 I $500.00 I
O.ODX: 1$500.001:
1---..----------------.........-------- t --..-....------: ------------1--------..---1------------: ----..-..-----I....-------..-..I----..-------{-------------
ISURYEYOR
145.00 1
0,50 1
122.50 I
0,50 {
m.50: $BIO.OO I
2. ml 1$787.501:
: ----....----..----------..--..-------: ----..-----..-1------------{----......-----1------------1--......-------1-......----........: ..---..-------: ---..--------- : .
I I I 0.00 I 10.00 I 0.00 I $0.00 I 10.00 I ERR: $0.00 ~
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1 0.00 : 10.00 : 0.00 : $0.00 : 10,00 I ERR I 10.00 :
1--------....---......-....--......-..-----..1--..-........-....--1.. ..-------..-...: -..----..---..-: -----..........--{----------..-I....................--I..---------....I.......................... :
I 1 0.00 I 10.00 1 0.00 : 10.00 : 10,00 I ERR: $0.00 ,
: .__.00........._.._....._...0000 I 00__.'._.___ I - ____00_0000: __00__.._.__ I _00_.._.00_.1____00__00.. I ............ I --.----..-.. I -............: ;
I I I 0,00 1 10.00 I 0.00 I 10.00 : 10.00 I ERR: $0.00 '
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ITom OIRECT SALARY COST I 1 1 11,773.00 I 33.50: 11,773.00 I 111,380.00 : 15.58XI 119,607.001
I" - - ..-.......................... ..................-....1-....-................1-........ .............{...............-....I.......................I......................-I......-....----...1..............--......\....-....................
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IOYERHEAD INCLUOEO IN HOURLY RATE : 10.00 1 1 10.00 I 10.00 : ERR I 10.00 '
I.' ....--. .......... ......-.....-. ..............._____00__. I ........---.: .-..........t............I......--.... I .__..__.00..: -...-........ !
INET FEE INCLUOED IN HOURLY RATE I 10.00 I 1 10.00 : 10,00 I ERR: 10.00 :
1.-....-....-..............-...-.......--..-..-............:.... .. ......m... I ............: .-.-.-..--..1............1.............:
:SUB.TOTAL I 11,773.00 I I 11,773.00 I 1I1,3BO.DO I 15.5BXI <19,607.001
1..--.....-............................................-..........-................................... (.....................1............-..........1.......................1..........-............,...................-.-:
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CONSULTANT AGREEMENT
FOR
CONSTRUCTION STAKING
AND
MATERIAL TESTING SERVICES
THIS AGREEMENT. made and entered into on this _~_~~ day of
__._____~~.t....J!.----------------.----, 19 i'-1--, by and between the COUNTY OF
JEFFERSOtl, Washington, hereinafter called the "AGENCY," and the consulting
firm of _~g~tb~gatg~D__Ig~~itg~igE~_!Df~___, whose address is _Z!Z_gg~tb
EgeQgg~~_Eg~t_aD9g!g2~_2~}g~_, the location in Washington State at which
work will be available for inspection, hereinafter called the
"CONSUL.TANT." The AGENCY and the STATE OF WASHINGTON ading through the
Washington State Transportation Commission and the Department of
Tr..nsportation, herein a'fter called the "STATE"-, together with the Federal
Highway Administration, hereinafter called the FHWA, administers the
Federal-aid funds.
WHEREAS, the Agency may use funding other than Jefferson County funds to
provide for the construction of various projects, and
WHEREAS, the FEDERAL GOVERNMENT through its Department of Transportation
and FHWA, pursuant to Title 23, U.S. Code, has established a program of
Federal-aid to the states designated as the Federal-aid Program, with a
general purpose to increase the safety and capacity of roads in the United
st"\tes, and
WHEREAS, the Agency desires to accomplish various projects, including
Fsderal-aid projects with the aid of funds provided under the Surface
Transportation Assistance Act of 1978, Title 23, U.S. Code, Highways, and
all amendments thereto and the rules and regulations promulgated by said
U.S. Department of Transportation, in the Federal-aid Highway Program
Manual,
WHEREAS, the Agency has not sufficient qualified engineering employees
necessary to accomplish the construction staking and verify that materials
and construction operations controlled by sampling and testing are in
con.formance with construction plans, specifications and contract documents
on this Federal Aid project No. BROS 2016 (007), entitled Owl Creek Bridge
Replacement, CR0719, within a reasonable time and the Agency deems it
advisable and is desiroLls of engaging the professional services and
assistance of a qualified consulting firm to do the necessary construction
staking and testing work for the project and
WHEREAS, the Consultant has represented and by entering into this
Agreement now represents, that he is in full compliance with the statutes
of the State of Washington, and that all personnel to be assigned to the
work required under this Agreement are fully qualified to perform the work
to which they will be assigned in a competent and professional manner,
being familiar with the methods and procedures involved in construction
operations ~o that tho Consultant can appraise intelligently the cauaOft of
trcubloG if th~y oc~ur, Rnd
Owl Cruek DrtdQe Replacoment, CR0719, PaQ8 1 of 13
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WHEREAS, the Consultant has indicated that he desires to do the work set
forth in the Agreement upon the terms and conditions set forth below.
NOW, THEREFORE, in consideration of the terms, conditions, covenants and
performances contained herein below, the parties hereto agree as follows:
I
OBJECTIVES AND SCOPE OF WORK
The objective of the Agreement is to provide construction staking and
material testing services necessary for the construction and enforcement
of all specifications and other documents governing construction
operations for the Project as described in the attached Exhibit "B."
The scope of work shall include all services, labor, tools, equipment, and
materials necessary or incidental, to accomplish the work as indicated in
attached Exhibit "B":
QQH~rBYCTlQH-grAKlNql
The construction staking shall consist of laying out all necessary
centerlines, clearing limits, slope stakes, drainage structures, grade
stakes, bridge ends, referencing, etc., required to maintain job alignment
and grade control. Measurements required for monthly and final estimates,
and monumentation of the completed project.
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It is imperative that the Consultant keep the Agency informed of test
results at all times. If material being used does not meet the
requirements of the specifications, the Agency must be informed
immediately that it is unacceptable, SO that corrections may be made. The
Consultant must prepare a testing schedule in accordance with standard
praotices of the AGENCY. Prooedures shall be oonsistent with the
provisions of the current edition of the Materials Laboratory of the
Department of Transportation, Olympia, Washington and amendments thereto:
(e.g. )
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The testing schedule shall be prepared with such provision and
in such detail as to permit rea~onable assurance that the work,
materials, rate of progress and quantities oomply with the
oontract for construction and other purposes within a degree of
accuracy acceptable to the Agency. The methods of tests and
procedures whioh apply shall be furnished by the Agenoy when
requested for each project as may be required.
Inspections, tests, measurements or other acta or functions
performed by consultant personnel are recognized as being for
the sole purpose of assisting the Agenoy. All work done and all
nlaterials furnished shall be subject to inspection by the
Agency. At all times during construction the Agency shall have
accoss to tho work, and shall be furnished sufficient, safe and
proper facilities for asoertaining that the tests furnished and
worll performed are as required by the oontraot. The Consultant
shall furnish suoh samples of materials used or to be used in
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the construction as may be required to ensure conformance with
the contract plans and specifications.
3.
The Consultant shall furnish such labor and facilities as may be
required to enable the Consultant to make a thorough inspection
and culling of the materials. The devices shall be capable of
safely and conveniently obtaining representative samples of
materials being produced or conveyed. The design and operation
of sampling equipment shall be approved by the Agency before the
acceptance of any test results produced for the construction
operation.
4.
Failure or neglect on the part of the Consultant to condemn
unsatisfactory material or reject inferior workmanship will in
no way release the Consultant, nor shall it be construed to mean
the acceptance of such work, nor shall the final acceptance bar
the Agency from recovering damages in case of fraud was
practiced, or for defective work resulting from the Consultants
dishonesty. No compensation will be made for defective work or
materials.
5.
Samples will be secured and tested whenever necessary to
determine the quality of the material. Examination, tests and
representative samples at the frequency required by the Agency ,
shall be submitted prior to incorporating the material in the
work. Unless otherwise authorized by the Agency, only samples
taken by the Consultant will be accepted.
The Consultant shall furnish such pertinent information reports
and data with respect to the testing of materials as the Agency
may request. In performance of the Consultants work, the
assistants and inspectors may call to the attention of the
Contractor any faulty work or materials or infringements of the
terms of thG ~ontract, however, the Consultant is not authorized
to approve or accept any work or materials or to issue
instruotions or advice contrary to the contraot. Work done or
material furnished which at any time is found not to conform
with contraot requirements shall be immediately reported to the
Agency. The Agency will have the authority to approve or accept
any work or materials furnished.
6.
o
The Consultant shall perform all work described in this Agreement
necessary to oomplete testing of the project to conform with the policies
and standards set forth in Section II.
The Consultant shall prepare such information and tests as may be
pertinent and necesaary, or as may be requested by the Agency, in order to
pass judgment on the features of the work. The Consultant shall make such
minor changes, amendments or revisions in the detail of the work as may be
required by the Agency. This item does not constitute an "Extra Work"
item as related in Section X of the Agreement. When alternativea are
being conaidered, the Agenoy shall have the right of seleotion.
The Agenoy shall supervise construotion staking and testing servioes,
includi.ng the review and approval of all acoeptanoe I testing and materials
during oonstruotion, as required. However, the Conaultant, when requeated
to
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by the Agency, shall without additional compensation give general advise
and make visits to the site for explanation of staking and testing, and to
generally review the project.
The staking performed and the tests prepared by the Consultant under
agreement shall be verified by a complete check'by the Consultant
shall be so certified by the Consultant. The eonsultant will be
responsible for the accuracy of the work, even though the work has
accepted by the Agency.
this
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held
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STAKING AND TESTING CRITERIA
The Agency will designate the
and testing. Reports, forms
developed in accordance with
following:
basic premises and criteria for the staking
and plans, to the extent feasible, shall be
the latest edition and amendments of the
1. Washington State Department of Transportation/American Public
Works Association (WSDOT/APWAl, "Standard Specifications for
Road Bridge and MLlnicipal Construction."
2. WSDOT/APWA, "Standard Plans .for Road, Bridge and Municipal
Construction."
3. Washington State Department of Transportation, "Highway Design
Manual. II
4. American Association of State Highway and Transportation
Officials, "Standard Specifications for Highway Bridges."
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Washington State
Manual, Volumes I
Department of
and 2."
Transportation, "Bridge
Design
6.
Washington State Department of
Laboratory Outline,"
Transportation,
"Mater i al
7. FHWA and Washington State Department of Transportation, "Manual
on Uniform Traffic Control Devices for Streets and Highways."
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8.
Washington State Department of Transportation, "Construction
Manu.d . "
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Washington State Department of Transportation, "Local Agency
Gl.lidel ines."
Standard tests prepared by the Agency and furnished to the Consultant
shall be used as a guide in all cases w~ere they fit testing conditions.
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III
ITEMS TO BE FURNISHED TO THE CONSULTANT BY THE AGENCY
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profilus,
will furnish the Consultant copies of plans, specifications,
cross-sections, fiold notes, methods of tests, procedures,
Owl Creek Bridge Ruplacement, CR0719, PaQu 4 of 13
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forms, or documents which are available to the Agency that will facilitate
the construction staking, monumentation and preparation of the tests and
studies within the limits of the project.
Including:
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1. Contract Plans, Specifications, Earthwork, Field Notes, and
Cross-sections.
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2. Forms for tests to be accomplished, (See Exhibit UBU).
~. Access to required manuals, etc.
DOCUMENTS TO BE FURNISHED BV THE CONSULTANT
The foil owi ng docLtments, exhi bi ts or other presentati ons for the worl(
covered by this Agreement shall be furnished by the Consultant to the
Agency upon completion of the various phases of the work. All such
material, including photographic negatives used in the project, shall
become and remain the property of the Agency and may be used by it without
restriction. Such unrestricted use not occurring as a part of this
project, shall be without liability or legal exposure to the Consultant.
Records and Reports including but not limited to:
staking Field Notes
Oai I y report
Inspectors record of field tests
Preliminary samples and tests
Acceptance samples and tests
Form letters
Material certification
Approval of source
Manufacturers certificate of compliance
Pay notes
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Also to include various forms provided by the Agency for their use in
I!:eeping records of construction activities for various phases of the work.
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V
TIME OF BEGINNING AND COMPLETION
The Consultant shall not begin work under the terms of this Agreement
until authorized in writing by the Agency. The time required, in calendar
days, for completion of all worf( under this Agreement shall be l.:iQ days
following written authorization to begin.
to
Established completion time shall not be e~tended because of any delays
attributable to the Consultant, but may be extended by the Agency in the
evont of a delay attributable to the Agency or because of a delay caused
by an i)ct of Geld or governmental actionll or other conditions beyond thl!
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control of the Consultant. A prior supplemental agreement issued by the
Agency is required to extend the established time.
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Delays attributable to or caused by one of the parties hereto amounting to
11 days or more affecting the completion of the work may be considered a
cause for renegotiation or termination of this Agreement by the other
party.
VI'
PAYMENT
The Consultant shall be paid by the Agency for completed work for services
rendered under this Agreement as provided hereinafter. Such payment shall
be full compensation for work performed or services rendered and for all
labor, materials, supplies, equipment and incidentals necessary to
complete the work. The Consultant shall conform with all applicable
portions of 48 CFR 31.
A. Cost Per Unit of Work
1. When Jefferson County requests that a project be undertaken, the
Consultant shall prepare a fee proposal based upon a typical
scope of work. Upon agreement by Jefferson County and the
Consultant upon a scope of work and related fee, a maximum
encumbrance, inclusive of expenses, will be established, to
serve as a maximum amount payable for the project. For
accounting purposes, the Consultant will be paid by ~~
invoice for work done, based upon mutually agreed unit rates
listed in exhibit "A" for the work defined in Exhibit "B". The
listed rates shall be applicable throughout the life of this
agreement. The rates are inclusive of actual salaries,
overhead, profit, tools, materials, and equipment necessary or
incidental for the completion of the Agreement work.
Costs for each Unit of Worlt are listed in Exhibit "A".
2.
The total amount payable by Jefferson County to the Consultant
under this Agreement is estimated to be ~~~~
HmlSlw.JU.n!:UJU~nsLH2L1QQ~lWi, a.1.~l!MQ.l, unless a
supplemental agreement has been negotiated and executed by the
Agency prior to' incurring any costs in excess of the maximum
amount payable.
The Consultant may submit invoices to Jefferson County not more
often than once per month during the progress of the work for
partial payment of work completed to date. The invoices will
indicate the units of work completed eaoh day during the invoice
period in addition to the previous total. Direct non-salary
costs, such as travel, reproducUon, telephone, aupplies, and
computer costs, Rhall be supported by an original or a copy of
the invoice or billing instrument the Consultant received for
payment. For example, a copy of the telephone oompany's itemized
listing showing each call is neoessary to verify the billing for
long distance telephone calls. Such invoices will be checked by
Jefferson County and payment will be made in full for the amount
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thereof as has been found to represent the value of the
completed work, less the amounts previously paid.
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The eonsultant and its sub-consultants shall keep available' for
inspection, by representatives of Jefferson County, the State and
United States, for a period of three years after final payment, the
cost records and accounts pertaining to this Agreement and all items
related to, or bearing upon, these records with the following
eHception: If any litigation, claim or audit is started before the
expiration of the three-year retention period, the records shall be
retained until all litigation, claims or audit findings involving the
records have been resolved. The three-year retention period starts
when the Consultant receives final payment.
Payment for ewtra work performed under this Agreement shall be paid
as agreed to by the parties hereto in writing at the time extra work
is authorized. (Section X "EXTRA WORK")
A short narrative progress report shall accompany each voucher for
progress payment. The report shall include discussion of any
problems and potential causes for delay.
To provide a means of verifying the invoiced salary costs for
Consultant employees, the Agency may conduct employee interviews.
Acceptance of such final payment by the Consultant shall constitute a
release of all claims of any nature which the Consultant may have
against the Agency unless such claims are specifically reserved in
writing and transmitted to the Agency by the Consultant prior to its
acceptance. Said final payment shall not, however, be a bar to any
claims that the Agency may have against the Consultant or to any
remedies the Agency may pursue with respect to such claims.
VII
EMPLOYMENT
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The Consultant warrants that he had not employed or retained any company
or person, other than a bona fide employee working solely for the
Consultant, to solicit or secure this contract and that he has not paid or
agreed to pay any company or person, other than a bona fide employee
wor~~ing solely .for the Consultant, any fee, commission, percentage,
brol(erage fee, gifts or any other consideration, contingent upon or
resulting from the award or making of this contract. For breach or
violation of this warranty, the Agency shall have the right to annul this
Agreement without liability, or in its discretion to deduct from the
Agreement price of consideration or otherwise recover the full amount of
such fee, commission, percentage, brokerage fee, gift or contingent fee.
to
Any and all employeea of the Cona~,ltant and any aub-conaultant, while
engaged in the performance of any work or services required by the
Consultant under thil! Agreement, shall be considered employees of the
Consultant only and not of the Agency and any industrial insurance
pr~miums and any and all claims that mayor might arise under the
Workman's Compensation Act on behalf of said employees, while so engaged
and any and all claims made by a third party as a conaequence of any
Owl Creek Bridge Replacement, CR0719, Paoe 7 of 13
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negligent act or omission on the part of the Consultant.s employees, while
so engaged on any of the work or services provided to be rendered herein,
shall be the sole obligation and responsibility of the Consultant.
The Consul tant shall not engage,
basis, during the period of the
personnel who are, or have been
contract, in the employ of the
retired employees without written
person.
on a full or part-time basis, or other
contract, any professional or technical
at any time dLldng the period of this
FHWA, State or Agency, e:<cept regularly
consent of the public employer of such
VIII
NON-DISCRIMINATION
The CONSULTANT agrees not to di.scriminate against any client, employee or
applicant .for employment or for services because of race, creed, color,
national origin, marital status, sex, age or handicap except for a bona
fide occupational qualification with regard to, but not limited to the
following: employment upgrading; demotion or transfer; recruitment or any
recrLlitment advertising; layoff or terminations; rates of payor other
forms of compensation; selection for training; rendition of services. The
CONSULTANT understands and agrees that if it violates this Non-
Discrimination provision, this AGREEMENT may be terminated by the Agency
and further that the CONSULTANT shall be barred from performing any
services for the Agency now or in the future, unless a showing is made
satisfactory to the Agency that discriminatory practices have terminated
and that recurrence of such action is unlikely.
During the performance of this Agreement, the Consultant, for itself, its
assignees and successors in interest, hereinafter referred to as the
"CONSULTANT," agrees as follows:
A. COMPLIANCE WITH REGULATIONS. The Consultant will comply with the
regulation of the Department of Transportation relative to
nondiscrimination in federally-assisted programs of the Department of
Transportation Title 49, eode of Federal Regulations, Part 21,
hereinafter referred to as the regulations, which are herein
incorporated by reference and made a part of this Agreement.
B.
NONDISCRIMINATION. The Consultant, with regard to the work performed
by it during the Agreement shall not discriminate on the grounds of
r,~ce, religion, color, r1ational origin, age, marital status,
handicap, or seN, eNcept for a bonafide occupational qualification,
in the selection and retention of subcontractors, including
procurement of materials and leases of equipment. The Consultant
will not participate either directly or indirectly in the
discrimination prohibited by Section 21.5 of the regulations,
including employment practices, when the contract covers a program
aet forth in AppendiN It of the Regulations.
e.
SANCTIONS FOR NON-COMPLIANCEI In the event of the Consultant's non-
compliance with the discrimination provisions of this contract, the
Agency shall impose such contract sanctions as it may determine to be
appropriate, including, but not limited tOI
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1. ~li thholding of payments to the ConsLl1 tant under the Agreement
until the Consultant complies and/or
2. Cancellation, termination or suspension of the Agreement'in
whole or part.
D.
SOLICITATIONS FOR SUBCONTRACTORS, INCLUDING PROCUREMENT OF MATERIALS
AND EQUIPMENT: In all solicitations, either by competitive bidding or
negotiation made by the Consultant for work to be performed under a
subcontract, including procurement of materials or equipment, each'
potential subcontractor or supplier shall be notified by the
Consultant of the Consultant's obligations under this contract and
the RegLllations relative to nondiscrimination on the ground of race,
religion, color, national origin, age, marital status, handicap, or
sex.
E.
INFORMATION AND REPORTS: The Consultant shall provide all
information and reports required by the Regulations, or directives
issued pursuant thereto and shall permit access to its books,
records, accounts, other sources of information and its facilities as
may be determined by the Agency to be pertinent to ascertain
compliance with such Regulations, or directives. Where any
information required by a Consultant is in the exclusive possession
of another who fails or refuses to furnish this information, the
Consultant shall so certify to the Agency and shall set forth what
efforts have been made to obtain the information.
F.
INCORPORATION OF PROVISIONS, The Consultant shall include the
provi si ons of paragraph (A) through (E) in every subcontract,
including procurement of materials and leases of equipment, unless
exempt by the Regulations or directives issued pursuant thereto. The
Consultant shall take such action with respect to any subcontract or
procurement as the Agency may direct as a means of enforcing such
provisions, including sanctions for noncompliance; F'ROVIDED, HOWEVER,
that, in the event a Consultant becomes involved in, or is threatened
with, litigation with a sub-consultant or supplier as a result of
such direction, the Consultant may request the Agency to enter into
such litigation to protect the interests of the Agency.
G.
To comply with RCW 49.60.180 prohibiting unfair employment practices
imd the EHeCIJtive Orders numbered E.O. 70-01 and E.O. 66-1 of the
Governor of the state Of Washlngton.
IX
CHANGES IN WORK
The Consultant
work of this
thorein, when
compensation.
shall make all such revisions and changes in the completed
Agreement as are necessary to correct errors appearing
required to do so by the Agency, without additional
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Should tho Agency find
previously satisfactorily
it desirable
completed work
for its
or parts
own purposes to
thereof revised,
have
the
Owl Croek Bridge Replacement, CR0719, Page 9 of 13
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Consultant shall make such revisions, if requested and as directed by the
Agency in writing. This work shall be considered as Extra Work and will
be paid for as provided in Section VI.
x
EXTRA WORK
The Agency may desire to have the Consultant perform work or render
services in connection with this project in addition to or other than work
provided for by the expressed intent of this Agreement. Such work will be
considered as Extra Work and will be specified in a written supplement to
thi s Agreement which wi 11 set forth the nature and scope thereof. Work
under a supplemental AgreemEnt shall not proceed until authorized in
writing by the Agency.
XI
TERMINATION OF AGREEMENT
The right is reserved by the Agency to terminate the Agreement in whole or
in part at any time upon ten (10) days written notice to the Consultant.
If this Agreement is terminated in its entirety by the Agency for its
convenience, a final payment shall be made to the Consultant which, when
added to any payments previously made, shall total the actual costs plus
the same percentage of the fixed fee as the work completed at the time of
termination is to the total work required for the Project. In addition,
the Consultant shall be paid for authorized eNtra work completed. 'If the
Agreement is terminated in part, payment shall be made to the Consultant
for the actual costs incurred for deleted work at the time of termination
plus the same percentage of the fiNed fee as the work completed at he time
of tormination. Pr'ovided, however, that no percentage of the fiHed fee
will be paid on uncompleted work deleted by the termination.
No payment shall be made for any work completed after ten days following
recwipt by the Consultant of the Notice to Terminate. If the accumulated
payment made to the Consultant prior to Notice of Termination eNceeds the
total amount that would be due computed as set forth herein above, then no
final payment shall be due and the Consultant shall immediately reimburse
the Agency for any eN cess paid.
If the services o.f the Consultant are terminated by the Agency for fault
on the part of the Consultant, the above stated formula for payment shall
not apply. In such an event the amount to be paid shall be determined by
the Agency with consideration given to the actual co~ts incurred by the
Consultant in performing the work to the date of termination, the amount
of work originally required which was satisfactorily completed to date of
termination, whether that work is in a form or of a type which is usable
to the Agency at the time of termination, the cost to the Agency of
employing another firm to complete the work required and the time which
may be required to do so, and other factora which affect the value to the
Agency of the work performed at the time of termination. Under no
circumstances shall payment made under this subsection eMceed the amount
which would have been made if the formula set forth in the previous
p,Jr,Jgr",Jph.
Owl Creek BridgD Replacement, CR0719, Page 10 of 13
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If it is determined for any reason that the Consultant was not in
or that the Consultant's failure to perform is without it
employee's fault or negligence, the termination shall be deemed
termination for the convenience in accordance with the provisions
Agreement.
defaLll t
or its
to be'a
of this
In the event of the death of a member, partner or officer of the
Consultant, or any of its supervisory personnel assigned to the project,
or, dissolution of the partnership, termination of the corporation, or
disaffiliation of the principally involved employee, the surviving members
of the Consul tant hereby agree to complete the work under the terms of
this Agreement, if requested to do so by the Agency. This subsection
shall not be a bar to renegotiations of this Agreement between surviving
members of the Consultant and the Agency, if the Agency so chooses.
In the event of the death of any of the parties listed in the
paragraph, should the survlvlng members of - the Consultant,
Agency's concurrence, desire to terminate this Agreement, payment
made as set forth in second paragraph of this section.
previ OLIS
with the
shall be
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If the Agreement is terminated prior to completion of the work, the
original copies of all 'reports and other data, materials furnished to the
Consultant by the Agency and documents prepared by the Consultant prior to
termination shall become and remain the property of the Agency for its use
without restriction. Such unrestricted use, not occurring as a part of the
project the work was completed for, shall be without liability or legal
exposure to the Consultant.
Payment for any part of the work by the Agency shall not constitute a
waiver by the Agency of the remedies of any type it may have against the
Consultant for any breach of this Agreement by the Consultant, or for
failure of the eonsultant to perform work required of it by the Agency.
Forbearance of any right under the Agreement will not constitute waiver of
entitlement to exercise those rights with respect to any future act or
omission by the Consultant.
XII
DISPUTES
Any dispute concerning questions of facts in connection with work not
disposed of by agreement between the Consultant and the Agency shall be
referred for determination to the Director of Public Worl(s or Agency
Engineer, whose deci~ion in the matter shall be final and conclusive on
the parties to this Agreement.
In the event that either party is required to institute legal action Or
proceedings to enforce any of its right in this Agreement, both parties
agree that any such action shall be brought in the Superior Court of the
State of Washington, situated in the county of the Agency.
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Owl Creek Bridge Replacement, CR0719, Page 11 of 13
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XIII
LEGAL RELATIONS
The consultant shall comply with all Federal Government, State and local
laws and ordinances applicable to the work to be done under this
Agreement. This contract shall be interpreted and construed in accordance
with the laws of Washington.
The Consultant, its successors or assigns, will protect, save, and hold
harmless the Agency and their authorized agents and employees, from all
claims, actions, costs, damages, or expenses of any nature whatsoever by
reason of the alleged negligent acts or omissions of the Consultant, its
sLlb-consultant, assigns, agents, contractors, licensees, invitees,
employees, or any other person whomsoever arising out of or in connection
with any acts or activities authorized by this Agreement. The Consultant
further agrees to defend the Agency and their authorized agents and
employees in. any litigation, including payment of any costs or attorney's
fees for claims or action commenced thereon by reason of the alleged
negligent acts or omissions of the Consultant, its SLlb-consLlltant,
assigns, agents, contractors, licensees, invitees, employees, or any other
person whomsoever arising out of or in connection with acts or activities
aLlthorized by this Agreement. This obligation shall not include such
claims, costs, damages, or expenses which may be caused by the sole
negligence of the Agency or their authorized agents or employees:
Provided, that if the claims or damages are caused by or result from the
concurrent negligence of (a) the Agency and their agents or employees, and
(b) the Consultant, its agents, or employees, this indemnity provision
shall be valid and enforceable only to the extent of the negligence of the
ConsLlltant, or Consultant's agents, or employees.
The ConsLlltant shall SeCure regLllar Public Liability and F'roperty Damage
Insurance Coverage in the amoLlnt of $iOO,OO(1 for death or injury to any
one person and .t300'000for death or injury to two or more persons in ,3ny
one occurrence and '50,000 for Property Damage in anyone occurrence with
any ,)ggregate Property Damage coverage of $11)0,000 for two or more
occurrences from an insurance company authorized to do bLlsiness in the
State of Washington.
The Consultant's relation to the Agency shall be at all times as an
independent contractor.
XIV
SUBLETTING OR ASSIGNXNG OF CONTRACTS
The Consultant shall not sublet or assign any of the work covered by this
Agreement without the express consent of the Agency.
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Owl Creek Bridge Replacement, CR0719, Page 12 of 13
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CERTIFICATION
The "Certification of Consultant" and "Certification of Agency Official,"
attached hereto and marked E:.:hibit "CD and by this reference is made a
part of this Agreement.
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XVI
COMPLETE AGREEMENT
This document and referenced attachments contains all covenants,
stipulations, and provisions agreed upon by the parties. No agent, or
representative of either party has authority to make, and the parties
shall not be bound by or be liable for, any statement, representation,
promise, or agreement not set forth herein. No changes, amendments, or
modifications of the terms hereof shall be valid unless reduced to writing
and signed by the parties as an amendment to this agreement.
XVII
EXECUTION AND ACCEPTANCE
This Agreement may be simultaneously e:<ec~\ted in several counterparts,
each of which shall be deemed to be an original having identical legal
effect. The Consultant does hereby ratify and adopt all statements,
representations, warranties, covenants, and agreements contained in the
proposal, and the supporting materials submitted by the Consultant, and
does hereby accept the Agreement and agrees to all the terms and
conditions thereof.
IN WITNESS WHEREOF, the parties hereto have e>:ec~\ted this Agreement as of
the day and year first above written.
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CONSULTANT.
By_.~_~_~l,~_______________
T i t"__f.r.M..a1.~f.________________________
Dept. of Revenue Reg. No. y'p"~.__~g_t_:IJ:.'f___
Federal 1.0. No. _~~_j~~_J_~~~___________
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[Ioard of County Commi s!li onersl ':-':::'~~~I:..<._~:.:A'2~.f';!:'~:-':'1;;;.__,_______
IG'aorge C. Drown, Chairman
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Owl Creek Bridoe Replacement, CR0719, Paoe 13 of 13
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COSTS PER UNIT OF WORK
CONSTRUCTION STAKING & SURVEYING:
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Two Man Survey Crew
Hour
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Three Man Survey Crew
HOLlr
$____j;!j;!.:.2!L
$____92.:.2Q_
$____~Z.:.2Q_
Principle Surveyor
HOLlr
Engineering Technician II
Hour
MATERIAL TESTING & SAMPLING:
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AGGREGATES:
a. Gradation
(dry)
Each
$____i1h:a2-
(wet)
Hour
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b. Sand Equivalent
$____~!l.:.9Q_
ASPHALT CEMENT CONCRETE:
Completed Mi:n
,. a. NLlc 1 ear Densi ty Tests Hour *____i11..QQ_
I PORTLAND CEMENT CONCRETE:
0
CClmpleted Mho
a. Test eylinders
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to Sampling and Molding HOLlr *----~~..QQ- I . 0
b. Slump Testa Hour "'____2IihQQ_
c. Air Content Hour "'____tm..QQ_
Owl Creek Bridge Replacement, CR0719 , EMhibit ItAu, Pall- 1 of 2
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COMPACTION:
Roadway Embankment, Cut Sections,
Backfill Areas, Gravel Base
and Crushed Surfacing:
a. Proctor Test
$___l~G.!..9.Q_
c. Nuclear Gauge Moistl.lre
and Density Testing
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STAFFa
Secretarial Fees for Reports
Hour
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Technician
Hour
$____~!l...QQ_
Enginl?er
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Owl Creel< Bridge Replacement, CR0719 , EKhibit "A", Page 2 of 2
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DESCRIPTION OF PROPOSED WORK
_g~b_~Bss~_~B!ggg_BgEba~g~g~I
PROJECT NO:~BQZ!2
FEDERAL AID PROJECT NOI_~Bgg_6Q!~1QQZl
~g~g!By~!!g~_g!a~!~g_~_eYB~sY!~91
In order to insure that the project is constructed at the proper
location and grades, the project requires construction staking
and surveying. It is incumbent on the Consultant to provide
construction staking and surveying in accordance with all
contract documents and applicable manuals, in the same manner as
the Agency would stake and survey the project with its forces.
The major items and features that require staking and surveying
are ~1\S f allow';.;:
CENTERLINES:
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Detour Centerline
Construction Centerline
CLEARING LIMITS
SLOPE STAKES
CROSS-SECTIONS FOR CALCULATING PAY QUANTITIES
MEASURMENTS FOR PAY QUANTITIES
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SUB-GRADE STAKES (Blue topsl
GRAVEL BASE BRADE (Yellow Tops)
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CRUSHED SURFACING TOP COURSE GRADE (Red Tops)
BRIDGE LOCATION ~ GRADES
MONUMENTATION OF CENTERLINE OF THE RIGHT OF WAY
to
In addition to the staking and surveying of the above,
referenCing of the stakes provided will be necessary In order to
reasonably protect them from being destroyed by the features
being congtructed and the conntructlon activity associated with
t.he project..
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Owl Creok Bridge Replacement" CR0719, EKhlblt "9", Page I of !5
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Constructi Dn stal(i ng, surveying and records shall foll ow methDds
for staking, surveying and record keeping described in the
Contract Documents, in the Washington State Department of
Transportation Standard Specifications for Road, Bridge, and
Municipal Construction, the Washington State Department of
Transportation Construction Manual, and as directed by the
Agency.
The Consultant shall be entirely familiar with the specificatiDns
and methods applicable to the work to insure accurate and
complete staking and surveying requirements.
The Consul tant shall perf orm the wod( in a manner that wi 11
minimize interference and delay for all forces involved. The
Consultant shall devote the attention required to make reasonable
progress on the work and shall cooperate-fully with the Agency
and its inspectors. Additionally, any personnel assigned to
perform the work under this Agreement, by the Consultant, that is
determined by the Agency to be incompetent, careless, negligent,
or non-professional shall, upon written request of the Agency, be
immediately removed and replaced. Noncompliance with the Agency
request to remove and replace personnel at any level shall be
grounds for termination of the Agreement (Section XI "TERMINATION
OF AGREEMENT"), It shall be understood that all costs incurred
for construction staking and surveying that exceeds the minimum
requirements or does not meet the Agreement requirements shall be
at the Consultants risk and will not be subject to payment. The
Agency's assistants and inspectors have the aLlthority to reject
and suspend work that is being done improperly, subject to final
decisions of the Agency.
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In order to determine that the materials incorporated in this
construction project meet minimum requirements they will be
required to be tested and sampled. It is incumbent on the
Consultant to prepare a testing schedule and ensure that the
proper number of samples or the required certifications are
submitted to the Agency for approval of materials. The
Consultant is required to perform those tests and interpret the
results with an understanding of certain peculiarities and
general performance characteristics of the materials to be
incorporated into this project. Major construction items or
matarials deemed to require quality control testing and sampling
arn ilSf allow.;:
,.
AGGREGATES.
to
Crushed Surfacing Top Course
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Portland Cement Concrete Aggregate
Owl Creek Bridge Replacement, CR071'il, EKhibit "8", Page 2 of 5
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Aggregate Tests:
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a. Gradation
b. Fracture
c. Moi sture
d. Sand Equivalent
ASPHALT CONCRETE PAVEMENT:
Completed MiH:
a. Nuclear Density Tests
PORTLAND CEMENT CONCRETE:
b. Slump Tests
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a. Test Cyl i nders
c. Air Entrainment
d. Cement Factor
COMPACTION
Roadway Embankment <1nd CL\t sections:
a. Proctor Tests
b. Nuclear Gauge Moisture and Density Tests
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a, Proctor Tests
b. Nuclear Gauge Moisture and Density Tests
Surfacing (Gravel base, crushed surfacing top course,
asphalt cement pavement )1
to
a. Proctor Tonts
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b. Nuclear Gauge Moisture and Density Tests
Owl Creol< BridlJo Ruplacement, CR071'i' , Exhibit "B", Page:S of 5
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Jab site samples shall be obtained, tested, and recorded
fallowing methods of field and laboratory material testing
described in the Contract Documents, in the Washington State
Department o.f Transportati on Standard Speci fi cati ons for Road,
Bridge, and Municipal Construction, the Washington State
Dapartment of Transportation Construction Manual, the Washington
State Department of Transportation Laboratory Manual, or in the
recognized standards of national organizations. The eNact point
of acceptance will be determined by the Engineer.
The Consultant shall be entirely familiar with the specifications
and methods applicable to the work. Before construction begins,
the Consultant shall secure all equipment necessary to carry out
the material testing duties. The Consultant must be equipped
with proper tools, equipment to test the materials, and the
f ac i I i ti es to carry out the work in a proper manner ,.nd obtai n
test results which are accurate and com~lete. This equipment
shall include but not be limited to; air and asphalt
thermometers, sieves and scales, tapes and rules, canvas sample
sacks, containers for sampling asphalt, forms, diary book,
nuclear density gauge, slump cone, air meter, etc..
The Consultant will provide to the Agency any certifications of
equipment and its employees for testing of material required for
this project. The Consultant is responsible to verify the
conformance of the matarial with the contract requirements, upon
such verification the Consultant will route the reports to the
Agency. The Consultant will determine the testing procedures and
tests required for all materials. The Consultant will, for each
material, determine:
a. Whether or not an approval of source is required.
b. Whether or not a preliminary sample is required. If
so, tho size of samples needed, and sample if
nOC:f~ssQ.ry I
c.
Whether or not acceptance samples are required, the
size of samples, the minimum sampling and testing
frequency for taking acceptance samples, and test for
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If field inspection is required for control of
material, to chock stOCkpiles, and provide conferences
with test results to the eontractor and Agency.
to
e. What forms, record keeping, and document.tion is
required for each test report, sample or material, and
various reports which are required for certain phases
of tho wadI,.
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The ConRultant shall perform the work in a manner that will
minimize intarference and delay for all forces involved. Tho
Consultant ahall devote the ~ttention roquired to make reasonable
Owl Creek Bridge Replacement, CR0719, EKhlbit "B", Pago 4 of :5
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progress on the work and shall cooperate fully with the Agency
and its inspectors. Sufficient samples representative of
proposed materials shall be taken to ensure the minimum
specification requirements apply. It shall be understood that
all costs incurred for materials testing that exceeds the minimum
requirements or does not meet the Agreement requirements shall be
at the Consultants risk and will not be subject to payment. The
Agency's assistants and inspectors have the authority to reject
and suspend work that is being done improperly, subject to final
decisions of the Agency.
Consultants Duties:
1. Prepare testing schedLlle. IRecord of Materials)
2. See that requirements are met for materials.
3. Watch for changes in material, and test for such.
4. Required sampling of products and materials, screen
analysis, sand equivalent, fracture, moisture, etc.
3. Advise Agency of job status relative to materials
compl i ance.
. .
6. Keep accurate and complete records of field and
laboratory tests.
7. See that both Agency and Contractor are informed of
test r-esLtl ts.
8. Enter all pertinent information concerning each days
work in Daily Inspectors Report.
All instructions or advice concerning materials not conforming to
specifications shall be Issued to the Agency. Immediately
contact the Agency for further Instructions. A diary must be
kopt, showing all instructions issued to the Agency or
Contractor.
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All work done under this Description of Proposed Work will be in
accordance with the contract forms, plans, special prOVisions,
specifications, addenda, and other supplemental documents as
essential parts of the contract. The requirements of one is
binding as though occurring In all.
to
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Owl Creek Bridge Replacement, CR0719, EKhibit "B", Page:5 of :5
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CERTIFICATION
EXHIBIT "COO
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Project No. !;BQZ!2
County ~~ff~~~gQ
CERTIFICATION OF CONSULTANT
I hereby certify that I am _;r~R~_QCe_~_i_~~_~LL~___ and duly
authorized representative of the firm of ~Q~tQ~~atg~Q
Ig~Ci~gCi~3~_!Df~ whose address is Z!Z__P'g~Qgg~~_EgC~__eD9glg3~
~e3biD9~9Q~_2~~9~, and that neither I nor the above firm I here
represent has:
(a) employed or retained for a commission, percentage,
brokerage, contingent ,fee or other consideration, any
firm or person (other than a bona fide employee working
solely for me or the above Consultant) to solicit or
secure this contract.
(b)
agreed, as
obtaining
services
carrying
an eNpress
this contract,
of any firm or
out the contract.
or i mp lied
to employ
person in
condition for
or retain the
connection with
(c) paid, or agreed to pay, to any firm, organization or
person (other than a bona fide employee working solely
for me or the above consultant) any fee, contribution,
donation or consideration of any kind for, or in
connection with procuring or carrying out the contract:
eNcept as here eNpressly stated(if any):
.,.
further certify that the firm I hereby represent is
authorized to do business in the State of Washington and that the
firm is in full compliance with the requirements of the Board of
Professional Registration, and that the firm is registered with
the Department of Revenue for the State of Washington.
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I acknowledge that these
the Agency, State Department
Highway Administration, U.S.
connection with this contract
aid funds and is subject to
both criminal and civil.
_'f:~~:~t_-_._-\:)jjJ,..~~.-.1f.~-
Date '~i~t~e
certificates are to be available to
of Transportation and the Federal
Department of Transportation, in
involving participation of Federal-
applicable State and Federal laws,
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Owl Creek 9ridgQ Replacemont, CR0719, EMhlbit "C", Pagu 1 of 2
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County ~gffg~~gQ
CERTIFICATION OF AGENCY OFFICIAL
I hereby certify that I am the Agency Official of the County
of Jefferson Washington and that the above consulting firm or his
representative has not been required, directly or indirectly as
an express or implied condition in connection with obtaining or
carrying out this contract to:
(a) employ or retain, or agree to employ or retain, any
firm or person, or
(b) Payor agree to pay to any firm, person, or
organization, any fee, contribution, donation or
consideration of any kind, eHcept as here e:.:pressly
stated (i f any).
I acl(nowledge that this certificate is to be available to
the Federal Highway Administration, U.S. Department of
Transportation, in connection with this contract involving
participation of Federal-aid highway funds and is subject to
applicable State and Federal Laws, both criminal and civil.
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INDEPENDENT ESTIMATE FOR
CONSULTING SERVICES
DIAICT $ALARV COlT tC'~I.I:
iWoX
HOURS
AVI!RAGI
RATI 0' PAV
lSTIMAT"ED
COST
$6,030.00
$ 740.00
$ 500.00
$2,800.00
$ 500.00
'''I!AKDOWN 0' WOAK
construction Staking (2-man crew)
Engineering Technician II
Principle Surveyor
Material Sampling
Secretarial
90
20
10
100
20
$67.00
$37.00
$50.00
$28.00
$25.00
TOTALI_ 240
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OVERHEAD COST IllIducfln,pf't'olllddillvtd
0.00
NIT'I!
DIAler NON.SALAnv COST:
., '''AVIL, AND fiCA 01'"
.. RU"OQUCTION UNN'II
C. cou"VTU """'I
D. CO......UNICATION
I. 1"""l,INQ AND 'II"NO
r. ounlOI CONIULTANTI
O.OTMIIlI'''lCn_I
1,000.00
0.00
o nn
100 00
~QR JR
9.99
1,600.00
TOTAl.
IU8.TOTAL
sl2,1.70.00
0.00
'CONTINGeNCII.
.,.
onAND TOTAL
. 1',170 OQ
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CR071. 9
to
OWL CREEK DRIDGE REPLACEMENT - D.R.O.S. 2016 (007)
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Jan. 1988
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COSTS PER UNIT OF WORK
CONSTRUCTION STAKING & SURVEYING:
__Qga~CiQ~ign_gf_~gct__
_Yni~_gf_~gct_ _QgasLYnis_
Two Man Survey Crew
Hour
$____9Z.:.2Q_
Three Man Survey Crew
Hour
$____S!!:!.:.QQ_
Principle Surveyor
Hour
$____~Q.:.2Q_
Engineering Technician II
Hour
$____Jz.:.QQ_
MATERIAL TESTING & SAMPLING:
__Qga~CtQttQD_Qt_~QC~__
_Yo.!.LQL~QC~_ ..QQ:atlYo.!.L
AGGREGATES:
(wet)
Hour
:$ ____;\~h::i!L
:$ ____6l1l.:.QQ_l ,::: oj. z,% .. 70
$____~1.:.~Q_
a. Gradati on
(dry)
Each
b. Sand Equivalent
ASPHALT CEMENT CONCRETE:
Camp 1 eted Mi x I
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a. Nuclear Density Tests
Hour
:$ ____;\1:.Q!L
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PORTLAND CEMENT CONCRETE.
Completed MiN:
a. Test Cyli nders
3 or more per day Each '" ____J,,~L~!L
to SMplinQ and Molding Hour *____6lil..QQ_ I e 0
b. Slump TORts HOLlr *____2fhQ!L
c. Air Content Hour *____2l1l..QQ_
Owl Creek BridQ8 Rllplllcem.nt, CR0719, Exhibit "A", Peg. 1 of 2
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COMPACTION:
Roadway Embankment, Cut Sections,
Backfill Areas, Gravel Base
and Crushed Surfacing:
a. Proctor Test
$___166!..~Q_
c. Nuclear Gauge Moisture
and Density Testing
HOLlr
$____;1hQQ_
STAFF:
Secretarial Fees for Reports
Hour
$____69.:..2Q_
Technician
Hour
$ ____6!.;!...QQ_
Engineer
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Owl Crellk Bridge Rllpll1cemunt, CR0719 , EKhiblt "A", Page 2 of 2
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CI:lSJlTIIIT: tm1lt6TTEJllUlOOIES, I~., 717 filJlll P€JIIOOT 51., rolT //-IllES, 11\ 98362
CUlilY roAD ProJECT 1l\'II119
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I 161.00 I 0.00 1 10.00 I 0.00 I 10.00 I 16,030.00 I 0,00i1 (16,030.00)1
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I 188.001 0.00 I 10.001 0.00 I 10.00 I 10.00 I EJIR I 10.00 I
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I 150.00 I 0.00 I 10.00 I 0.00 1 10.00 I 1500.00 I 0.00i1 (1500.001l
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! 128.00 1 0.00 I 10.00 I 0.00 I 10.00 1 12,800.00 I 0.00i1 (12,800.001l
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I 125.00 I 0.00 1 10.00 I 0.00 I 10.00 1 1500.00 I 0.00i1 (1500.00)1
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CONTRACT ORIGINAL - PUBLIC WORKS
JEFFERSON COUNTY
SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
OWl CREEK BRlmE REPLACB/ENT
MAPLE CREEK ROAD
COUNTY ROAD NO. 135109
OWL CREEK ROAD
COUNTY ROAD NO. 137909
COUNTY ROAD PROJECT NO. CR0719
FEDERAL AID PROJECT NO. BROS. 2016(7)
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NOTICE TO PLAN HOLDER:
The office to administer this contract
is the Jefferson County Department of Public Works
P.O. Box 1220 '
Port Townsend, WA 98368
Telephone: (206) 385-9160
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CONTRACT BOND
JEFFERSON COUNTY. WASHINGTON
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KNOW ALL MEN BY THESE PRESENTS:
T hat . HENRY AND HENRY CONSTRUCTION CO.. INC. . 0 f ;
~F.WPORt. WASHINGTON , as Principal, and F,'Jel,'.J.'1a...d .Def.~;+ Cbl\\W"'i
"OS, N\ll.T'IlaMd , as Surety, are jointly and severally hel'd
and bound unto the COUNTY OF JEFFERSON, tlie penal sum of ONE HUNDRED
FOURTY-THREE THOUSEND SIX HUNDRED ELEVEN AND 81/100----------------------------
--------------------------Dol1ars ($ 143,611.81 ), for the payment of which
we jointly and severally bind ourselves, our heirs, executors, admin-
istrators, and assigns, and suc~essors and assigns, firmly by these
presents.
The condition of this bond is such that WHEREAS, on the I~+
day of ;:SLlh'\<L- , A.D., 1911., the SlIid HENRY AND HENRY eONST. CO. \Ne.
Principal herein, executed a certain contract with the County of
Jefferson, by the terms, conditions and provisions of which contract
the said HENRY AND HENRY CONST. eo., INC. , Principal herein, agrees to
furnish all materials and do certain work, to-wit: That the said
Principal herein will undertake and complete the following described
work: OWL eREEK BRIDGE REPLAeEMENT, CR0719 , B.R.O.S. 1/2016(7)
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in Jefferson County, WaShington, between Station 1+50.00 'and
-Station 5+50.00 ,as per maps, plans and speCifications made a part
of said contract, which contract as so executed, is hereunto attached,
and is now referred to and by this reference is incorporated herein
and made a part hereof as fully for 011 purposes as if here set forth
at length.
NOW, THEREFORE, if the Principal herein shall faithfully and
truly observe and comply with the terms, conditions and provisions of
said contract in all respects and shall well and truly and fully do
and perform all matters and things by the said Principal undertaken to
be performed under said contract, upon the terms proposed therein,
and within the time prescribed therein, and until the same is accepted,
and shall pay all laborers, mechanics, subcontractors and materialmen,
and all persons who shall supply such contractor or subcontractor with
provisions and supplies for the carrying on of such work, and shall
in all respects faithfully perform said contract according to law,
then this obliga~ion to be void, otherwise to remain in full force
and effect.
WITNESS our hands this 1st day of :::nJ.J\.e.. , 19!i..
HENRY AND HENRY CONSTRUCTION co. I INC.
PRINCIPAL
By: 4'[..,(<./ 7"lJ7tJb",vV1 .s:....<..
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1='ih'~Y .j. ~8D~1+ tlrv-fllN-Y o~ 'N\o.v,/ I~
nt Y COM Y
By:
By: ~~ ~:r
A orney-in- act I~ st-ttV4M-
APPRO~ED AS TO FORM this ~~day
of J ,l~.
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Address of local office and ~gent
of surety COmplny:
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Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
HOME OFFICE. B^LTIMORE. MO
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KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND. a corporation 01 the
State 01 Maryland, hy C. M. PECOT, JR. ,Vice-Pre.ident, and e. W. ROBBINS .
AaaiatAnl Secretary. in p~ultnce of authority granted by Anicle VI, Section 2. of the B)'.LawlI of ssid Company, which are lIet
forth on the reverse side hereof and are hereby certified to be in full force and effect on the date hereof. does hereby nominate,
coD.tituteandappoinl Richard W. Merrill, Wm. Dinneen, W. W. Weller and Lois Stewart, 311
of Spokane, Washington, EACH.....................................
1 e an agent an ttomey-in-Fact. to make, execule, seal and deliver, for, and on its behaU llfIllurety, and as iuact and deed:
any and all bonds and undertakings........................................
n e execution of 8uch hondo or undertakings in pursuance of these presents. llhall be 88 binding upon said Com paD)' . BS fullr
and amply, to aU intenu and purpo..., a. if they had been duly executed and acknowledged by the regularly elected ollic... 01
the Company at ita office in Baltimore, Md., in their own proper perBons.This power of attorney revokes that
issued on behalf of RichardW. Merrill, etal, dated, March 21, 1985.
The said Auistant Secretary does hereby certily that the extract setlorth on the reverse side hereof is 8 troe copy of Article VI.
Section 2, of the By..Laws 01 &aid Company, and is DOW in loree.
IN WITNESS WHEREOF, the said Vice-President and Assistant Secretary have hereunto 8ublJCribcd their nllmes and affixed the
Corporale S.al or th. .aid FIDELITY AND DEPOSIT COMPANY Qt' MARYLAND, thi._____U.!J!..______._dRy 01
October . A.D. 19.B.l.
ATOOT: 1!......E.::~f?:;~:~~~.~~.~:NY :~..~~:.~.~.~:.:....4.~~..\
"'"/,ItAnr Bf'rN'tuJ' Vlr/!.Prr~itltm' \
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STAff. or MAnVI.ANU
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On thl. 13th day 01 October . A,D, 1987, bdllrolhe ,"b.criher, II Nolllry Pllhlic of the SlIIle III
Maryland, in and for the City of Daltimom, duly commissioned and qualified, come tht'! above-named Vicc-Prmddent and ARRistnnt
Secretary ollhe FIDELITY AND DEPOSIT COMPANY Qt' MAIIYI.ANll, to mR p"HOoally knnwn to he Ow individulI'" Rnd oUic""
described in and who r.xtcllted the pr{!cedinK illlltrument, snd they each acknowledged the execution of the IIll1m~, Itnd being by
me duly sworn, Rol'!verally ~nd ..IIch for hlm!\elf dCptlfiClh nnd Raith, thnt they lire the 8nld officers of thl! CompAny nlurclIlIld, nnd
that the !\ell) affixed to the pr('ccdln~ InRtnmu~nt III the Corporntc Seal or Rnid Complll1Y, nnd thnt the Auill Corporuh~ Sell) IIml their
RlgnatUI"f':ft a" Ruch oUioen were duly nmut! IInd lluhRCrihtrl to the Mid inlllnmuml by till! authority nnd dirl'Ction of the Rnicl Ct,rpornlion.
IN TESTIMONY WIIEIIEOt', I hRve herellnlo..1 my hand nnd allixed my OUicial Seal, at the City 1I1lIalthnore, 1 e day nnd
yeAr fint above written. tJ:'i'";;.. ~L. .:? '
(:f;;~;/~) I . .J. "---.'-"-
\j~.~,l~.~,~,~~.!~ Nlltnry Puhllc Comm Rlon ':xJlirf'll_~~~lY.Jl._.L?2Q...,...~
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CEIlTI....CATE
I, Ihe IIndel'lllfll1ed, AMi.IAnt Secrelary 0' Ih. f'IllELlTY ANI> DEPOSIT COMPANY Qt' MAUYI.ANI>, do herehy c.rtify Ih.1
Ihe original Pllwer Ilr Anllmoy or which Ihe loregolng I. a lilli, tro. and 00""'1 copy, i, in llllllorc. and ellect on the dAle olthl,
cortllieal'; .nlll dlllllrth.. ncrtlly Ih'lthe Vlce.Pre,llIent who execut.d Ihe 'Rill Power 01 Annmey wno nnR or Ihe AdditiOnftl VI"..
Pre,ldenlA ,pteially Allthori..ed hy Ih. lI"arll or Illr""lo," 10 appoint any Anomey.ln.FRot no provhl.d In Arllcle VI, Soction 2, of
Ihe lIy-IJlw, ollh. FmF.l.ITY ANIl Df:I'OSIT COMPANY OF MAIIVI,AND.
ThIR Ctr1ifiralt! mllY 1)4! "ll{l1l'fl by farllimll" undl'r IInd hy Ruthority of thl! follnwln" rf'flOlntlnl1 uf thll Board of Dirl'clorll of thl'
F'1Ilf:l.ITY ANIl Df:I'OSIT COM!'ANY Of' MAIIVI.ANIl al a n""ling ,Iuly ",II"llInd h.M ou Ih.. ICllh tlRY 01 July, 11)(,",
m:SOI,vF.ll: "Th.llh. fn,,,imile nr m..:h.nleaily rep".llIo..1 AIll11alllro ur any A..I"nnl Sl'crt'lary IIllh, Company. whelher nlllll,'
hrrt:lofort! or ht'rt'ftfll'r, whl'rt'vt'r aflllf'Arln~ upon n ct'rtlfll'd ropy of any I)()wt:r of nltom"y 11I1I11I'cl hy tho r.ompnn)'l 11111111 br vnUel
and hlndln<< upon Ih~ Company with tht! lump forcf! and tH('cl All IhOll<<h mllnutllly "Uix('cl."
IN TESTIMONY WIIEIIF.Of', I haVl' h....unlo ,ulwril..1 my nnnlr an,l alll,..lth. "orpornle ..allll 1111' ..itl Com!,on)', Ihl. ..J2l..
day oL__~_!!!)E..______._... I'L~.? _.~
180-4114 .__.-~!.'...-.__.~~~.'!.::---
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COKTRACT '. .
JU'fWQII *n. U1/iGTllM
THIS AGREEHENT. ~de ana entered Into t~ts' lsi.. "1 of -::ru,~ .
19h. blltlllJen tile COuNTY Of JEffERSON. "tlng eMollgh thl Joft.non COllllty CwaJII15-
510nor5 and thO IUre'tor of PlIIIltc WIlt" llII&lr. "wi ~ \!irtlilof Tit1. 36. RCW. 15
~nded and HENRY AND HS;NRY CON~'1' I'n nIl' of NEWPORT. WASHINGTON .
/IIr.l",ftor ,,1114 ,W ""'"r"w.
lllTHESSUH:
That In con51c1erotlon of tile teral5 and cOlIditlon5 contall\4ld bareln and Utachlld
"'d ~dt a put of tll16 Illl'lllllllllllt. thI ~tlll IIerato Gaw8lllAt &/WI Illr.. .. folllllll':
I. The Conti'iC"''' .gree5 to tllrnlsh III ..terills lnd clo certlin work. to-loll t:
TIIU tha $lId ContrlC:"" IllIreln IIlHI lIIIdlr"" IIIlI ~l.CI CIII follllllllnll de5crllll:d
IIlOrk: HOWL CREEK BRIDGE REPLACEMENT. CR0719. B.R.O.S. #201(,(7\
in "cordanclI "itll and" lI11icrlllild In 'no attached plans and 5peclflculon5 and tlld
StanG6rd SplIcl fl"Uon' of ".. wulllnuton IlIparClDlnr. of Tran,portAtlon. "lIIclI Arll b~
thl5 rllfer.nce IncorporU4Id lIereln and Mdt I Pirt lItreof. and 6hall perfona an:/ .1-
terUlon6 in or 1""ion6 to SlIIlilIlrk prewld14 lIA4ltlr tIIi6 5QAtr"" &/WI .v.rt pUt
tIlIreof,
The Contractor 5ha11 provide lnd be .t thl Clpeni. of III eqlll~nt. IIlOrk Ind
1allor of an~ 60rt "II4UOlIver that tW.:I be reqll1rad for till tran5fer of Mterla15 and
for con5trllctlnll and completing tn. work prOvided for In thl' contact and ever~ part
thorllof. ..cep' ,yc;1I II .,. IIlIlltIW" tn SIll i~tfi"~illlli '" lie fllmli/lld III tM
COllll~ of oMft.....,
11. The COllnty of Jefferson hereby prllGl15e5 lnd lllra" 1Il1tl1 the Contractor to
emplol. ind dOel emplol tile Concractor CO provide CIII Ntarta" And to do and cay51
to ll~ doni the allov. de5crllllld lIIork and to cOII$Ilecl "'d flnhll tile 5411lll a"ordlng co
tile "cached plan5 and 5paclflcatlon5 and tile tClr'lIl$ "'d CIlIIdltlQR5 IIllrllln contained,
and lIereb~ contract5 to pa~ for tllt 54l1li lCCOrdlng '0 tile attac:lled ijlllcUlcltlon5
and tile "lIedyl. of IIIIlt or Ittllllud prices IIIneo Attached. 6C till time and In tllll
IlIAnner and ypon thl c:ondltlon6 provided for tn tnh cllIItrKt. Tn. COWlty fyrtller
agree5 to emplo~ the Contractor to perfo... illY 11toratlon5 tn or addltlon5 to thll
"ork provided for In tills contract that NY III orllllred lnd to pay for tllt 5411lll Ilnll4lr
CIII ta".. of till' cOlICr"t MlI SIlO ittl&lll4 plw tAG 'PlGllt"Ci0ll6.
III. The Contractor for /IilllSe1 f. "'d for IIh IIelrs, .1IIClltOrl, ldlllln15trators,
5yCCll$50r5. Ind aUlgns. CIOn herllby agrlll to tile fllll "rfo,.,.n,. of III Che ~.-
nanU hlreln 'OII~IIII" Ilpcl/I t/II il'rC of CIIt Collu"w.
rw. It Ii fllrther provided tMt no UabUtti 511I11 It"'1I to the County by
re"on of tn'-rlng into tIll6 concr"c. '"'PC II PI",..ll ptIlwllltd lIi",ln.
I~ WITNESS WHEREOF. the Contractor IIU eucllted thli Initrlllllent on the day and
~e8r first belolol .rltten. and tha Iloard of COIIII"1 COIIIIIlulllllars 1145 ,,"ud thli In-
HrUlllllnC to be IA""'-d III iIId In tIlIl lIlWII 01 ,,'" Cllilll~ of J/fff.f'SOl\ tile ~ iII4
t..r first AIlOv. wlnlll.
EAllCllted b1 the ContrACtor .]ILM \ .lg~
HENRY AND HENRY CONSTRUCTION, INC.
COnt~tor t"Aari IwJ
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SEAl.
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JEt< r hl(S()N COUNTY
DEPARTMENT OF PUBLIC WORKS
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PllOPOSAl
FOR BIDDING PURPOSES
OWL CREEK BRIDGE REPLACBAENT
MAPLE CREEK ROAD, co. RD. NO. 135109. UP 1.29 TOMP 1.3.1
AND
OWL CREEK ROAD, CO. RD. NO. 137909. UPO.OOTOMP 0.03
COUNTY ROAD PROJECT NO. CR0719
FEDERAL AID PROJECT NO. BRCS 20160)
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Sealed bids will be received in the Jefferson county Commissioners
office located on the first floor of the J~fferson County
Courthouse, 1020 Jefferson street, Port Townsend, WaShington,
90360, until 10130 A.M., on the date scheduled for opening bids.
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THESE PROJECT DOCUMENTS
CONTAIN MINORITY BUSINESS
(DB/MBE AND/OR WBE)
ENTERPRISE GOAL
SPECIAL PROVISIONS
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SUBMIT THE
ENCLOSED PROPOSAL BOND
FORM WITH YOUR PROPOSAL.
USE OF OTHER
FORMS MAY SUBJECT
YOUR BID TO REJECTION. .
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NOTE: Use of other forms ftlay limit the
bond below an amount equal to five percent'
of the bid total.
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KNOW ALL MEN BY THESE PRESENTS. That. we.
of
as principal. and the
a corpor-
ation duly organized under the laws of the state of
. and authorized to do business in the State of
Washington. os surety. ore held and finnly bound unto the
County of Jefferson in the full and penal sum of five (5) per
cent of the total amount of the bid proposal of said principal
for the work hereinafter described. for the payment of which.
well and truly to be made. we bind our heirs. executors.
administrators and assigns. and successors and assigns.
finnly by these presents.
The condition of this bond is such. that whereas the
principal herein is herewith submitting his or its sealed
proposal for the following highway construction. to wit:
,.
said bid and proposal. by reference thereto. being made a
part hereof.
NOW. THEREFORE. If the said proposal bid by said
principal be accepted. and the contract be awarded to said
principal. and if said principal shall duly make and enter into
and execute said contract and shall furnish bond as required
by Jefferson County within a period of twenty (20) days
from and after said award. exclusive of the day of such
award. then this obligation shall be null and void. otherwise
it shall remain and be in full force and effect.
IN TESTIMONY WHEREOF. The principal and surety
have caused these presents to be signed and sealed this
_ day of , 19_.
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PROPOSAL
TO THE BOARD OF JEFFERSON COUNTY COMMISSIONERS
JEFFERSON COUNTY COURTHOUSE
1820 JEFFERSON STREET
PORT TOWNSEND, WA. 98365
THIS CERTIFIES THAT THE UNDERSIGNED HAS EXAMINED THE LOCATION OF
MAPLE CREEK ROAD, COUNTY ROAD NO. 135109 IN JEFFERSON COUNTY, M.P
1.29 TO M.P. 1.33, OWL CREEK BRIDGE REPLACEMENT, FEDERAL AID BRIDGE
REPLACEMENT PROJECT NO. BROS. 2016 (7) AND OWL CREEK ROAD, COUNTY
ROAD NO. 137909, M.P. 0.00 TO M.P. 0.03,
AND THAT THE PLANS, SPECIFICATIONS AND CONTRACT GOVERNING THE WORK
EMBRACED IN THIS IMPROVEMENT, AND THE METHOD BY WHICH PAYMENT WILL BE
MADE FOR SAID WORK IS UNDERSTOOD. THE UNDERSIGNED HEREBY PROPOSES TO
UNDERTAKE AND COMPLETE THE WORK EMBRACED IN THIS IMPROVEMENT, OR AS MUCH
THEREOF AS CAN BE COMPLETED WITH THE MONEY AVAILABLE IN ACCORDANCE WITH
THE SAID PLANS, SPECIFICATIONS AND CONTRACT, AND THE FOLLOWING SCHEDULE
OF RATES AND PRICES:
(NOTE:
UNIT PRICES FOR ALL ITEMS, ALL EXTENSIONS, AND TOTAL AMOUNT OF
BID SHALL BE SHOWN. ALL ENTRIES MUST BE TYPED OR ENTERED IN
INK. )
ITEM PLAN
NO. QUANTITY
ITEM
DESCRIPTION
PRICE PER UNIT TOTAL AMOUNT
DOLLARS . DOLLARS
------------ --------------------------- --------------- ------------
PREPARATION
--------------------------- ---------------
1 LUMP SUM MOBILIZATION LUMP SUM
------------ --------------------------- --------------- -{.$-QQ1g-~-
AT 5'1/-00,00
2 0.33 CLEARING AND GRUBBING 118'Z..oo
ACRES PER ACRE t.}!V"r60
------------ --------------------------- --------------- -- ---------
3 LUMP SUM REMOVING EXISTING BRIDGE LUMP SUM
--------------------------- ---------------
__t.~:9.q.:.g_'!._
3'-/.0.00 '1k1
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AT a.,Oc)
4 -
170
I.IN. FT.
REMOVING WIRE FENCE
PER LIN. FT.
*_ SHOW PRICE PER UNIT IN FIGURES ONLY. FInURES WRITTEN TO THE RIGHT OF THE
DOT (DECIMAl.) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS.
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ITEM PLAN
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ITEM
DESCRIPTION
PRICE PER UNIT TOTAL AMOUNT
DOLLARS * DOLLARS
GRADING
AT 5'.76-
ROADWAY EXCAVATION
INCL. HAUL
5
701
CU. YD.
PER CU. YD.
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EMBANKMENT COMPACTION
loT :l. . 0:;<3
PER CU. YD.
?J' $"'"3. '!.O
6
371
CU. YD.
SURFACING
AT 9,:t
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7
299
CU. YD.
GRAVEL BASE
(TRUCK MEASURE)
AT "<3, () Q
B 84 CRUSHED SURFACING
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ASPHALT CONCRETE PAVEMENT
9
(N.I.C. )
48
TON
ASPHALT CONCRETE PAVEMENT
CLASS B, INCL. PAVING ASPH
(NOT INCLUDED IN CONTRACT)
NOT
INCLUDED IN
CONTRACT
NOT
INCLUDED IN
CONTRACT
S T R U C T U R E (A P P R X. QUA N TIT I E S)
------------ --------------------------- --------------- ------------
AT
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STRUCTURE EXCAVATION
CLASS A, INCLUDING HAUL
33
CU. YD.
10
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PER CU. YD.
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FURNISHING AND DRIVING AT I~-oa fJO
STEEL TEST PILE
'3000.DO
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2
EACH
11
PER EACH
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AT IS'. '8 G
FURNISHING STEEL PILING
240
1,IN. FT.
12'
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PER LIN. FT.
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14
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6
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BRIDGE ENDS
AT 400,00
15
20
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PER CU. YD.
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STEEL REINFORCING BAR,
FOR BRIDGE ENDS
AT I.DO
16
199B
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PER POUND
AT to; (){)
17 142 TRAFFIC BARRIER
LIN. FT. PER LIN. FT. __f:;~~~~~_
----..------- --------------------------- ---------------
(N.I.C. ) MEMBRANE WATERPROOFING NOT NOT
1B 133 (DECK SEAL) (TO BE DONE BY IN IN
SQ. YD. OTHERS) (NOT IN CONTRACT) CONTRACT CONTRACT
------------ --------------------------- --------------- ------------
AT ~','_b-
19 20 ELASTOMERIC BEARING PAD
EACH PER EACH 7 op.,S',C/J
------------ --------------------------- --------------- ------------
PRECAST PRESTRESSED AT 9:2. 5"3.~
20 5 SLAB (26" X 69'10")
EACH PER EACH 4~ /l.17,f>-a
------------ --------------------------- --------------- ---"'--------
PLACING TEMPORARY
21 LUMP SUM STRUCTURE LUMP SUM
(RAILROAD FLATCAR) s: dca,tJI)
------------ --------------------------- --------------- ___:1.._______
REMOVING TEMPORARY
22 LUMP SUM STRUCTURE LUMP SUM
(I{AILROAD FLATCAR) ___c3_9_<:~~~~
------------ --------------------------- ---------------
SEE DIN G AND P LAN TIN G
------------ --------------------------- --------------- ------------
AT :J. 000 , at)
PER ACRE
SEEDING AND FERTILIZING
0.25
ACRE
23'
I
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24
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TEMPORARY WATER POLLUTION/
EROSION CONTROL
ESTIMATE
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25
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EACH
TRAFFIC
BEAM GUARD RAIL ANeHOR,
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------------
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CONSTRUCTION SIGI~S,
CLASS A
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MAINTENANCE AND PROTECTION
OF TRAFFIC
LUMP SUM
sea, 00
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MODIFIED RIGID GUIDE POST
PER EACH
:goo,CJO
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34
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LUMP SUM
FURNISHING TEMPORARY
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----~~~~:_-- --------------------------- :~~--~:~:_---- ----~~~~~
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41
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ROADSIDE CLEANUP
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HOTICE 0' R[QUIREMENT fOA A'FIRMATIV[
ACTION TO ENSURE (OUAL EMPLO'MENT OPPOR.
TUNITY (UECUTlVE ORDER 112."
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CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF
STATUTORY RETAINED PERCENTAGE
A. I hereby elect to have the retained percentage of this contract held in
a fund by the Owner until (30) days following final acceptance of the
work.
Date
Signed
B. I hereby elect to have the ~ner deposit the retained percentage of this
contract in an interest bearing account, not subject to withdrawal until
after final acceptance of the work.
Date
Signed
I hereby elect to have the Owner invest the retained percentage of this
contract from time to time as such retained percentage accrues.
I hereby designate .s'mo.4-(V1~ 1f!~7! A/a."i;',H,tI1 B';N,.{
repository for the escrow'of said funds. .s7J9-j'S"S"-tfl'Y
I hereby further agree to be fully responsible for payment of all costs or
fees incurred as a result of placing said retained percentage in escrow and
investing it as authorized by statute. The Owner shall not be liable in any
way for any costs or fees in connection th~rth.' .
Date G - 19 - >>9 Signed~ c:P AI ~ ~1
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NON-COLLUSION AFFIDAVIT
* STATE OF WASHINGTON
** COUNTY OF @~//,qh1
ss
I~the undersigned, an authorized representative of
*** H%-.LN.?,~ (l)"'''r/ t9, /"H_ being duly sworn, deposes and
says hat t person(s), firm, association I or corporation has
(have) not, either directly or indirectly, entered into any
agreement, participated in any collusion, or otherwise taken any
action in restraint of free competitive bidding in connection with
the project for which this propose 1 is submitted.
I. further 8cknowledQe that by sianing the DroDossl siQnature Deae
of the Droposal. I 8m deemed to have siQned and have agreed to the
provisions of the noncol1usion affidavit. .
* If notarization of proposal takes place outside of Washington state,
DELETE WASHINGTON and enter appropriate state.
** Fill in county where notarization of proposal signature takes place.
***Fill in firm name.
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To be .rgble lor a"on! ct lhl. _lho biddor must IX""'" and .ul>ml,.. a pori d hlolhol _"O~ lhllollowf~
e>orlKic:&lion ralaling 10 Diudv"'lllocl BUllness Enllrprial _~Imonts. 'ibis conli:alion ahaft be doom.d a pori of lho
ralul\i~ conlract. Falu" 10 COlnjllotl anclalbmllhla conlealion Dllho IncIusbn 01 D la"'. corlJration .haft bo .co.. .
alclorld as wid.... 1haIlho JllOllOIOIII un..lpons"'.1o lho lrwIIIlion 10 bid. Wonnation on corlliocllinnl II a.ailabl.
from OMWBE, p/Iono l206l753-K91
DISADVANTAGED IlUSINESS !ENTERPRISE UlILlUlIDN eERTlFICA1l0N
col\iti..lhal b IIu contsd wlh lh.lolowilg Oi.ed.antlll"d DUlin... Ent.rpria..
NAME Of BIOOER
(OBElane!. . . IIlho .ucco..'ulbidde, on Ihla plOJsc1.' Ihsft ....n1.ubcon1...,.rs 10 or anI.. kilo .uPP~ ogroomlnlllOlth
"'"Ionowing Dilodv.nlagld BUI..... Enl'Ip,ill(l) IIlnclicalocl: (If no.....I)'. U.I additional.h.ltl.
NAME OF DBE wALUE OF ,!ORK IN DOLLARS
CERTIFICATION tlO. TO IE AWARDED DBE
,. 3 AI ~~ _7;;~,...-t...f"'
Jj .t:; MrJJ;-/ t:;1' 7 9 11/1 (); 'fJ'@
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DISADVANTAGED 8USNESS SUBCONTRACTlNCl GOAl.:
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I Thl. d.'....n bo ulocIlo dllsrmlna whllhor or 110' a b1ddor hll 11I.111I. 0001 II Iha ",.,ag. 01 olI bldd....
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PROPOSAL - CONTINUED
The bidder is hereby advised that by signature of this proposal he/she.
is deemed to have acknowledged all requirements and signed all
certificates contained herein.
A proposal guaranty in an amount of five percent (5') of the total bid;
based upon the approximate estimate of quantities at the above prices
and in the form as indicated below, is attached hereto:
CASH 0
CASHIER'S CHECK 0
CERTIFIED CHECK 0
PROPOSAL BOND IZl
IN THE AMOUNT OF
($
DOLLARS
PAYABLE TO THE COUNTY 'l'REASURER
IN THE AMOUNT OF 5' OF THE BID
**Receipt is hereby acknowledged of addendum(s) no,(s)____,____,____.
7r~ORIZ" OF~~~1
~~~ ~1
FIRM NAKE //e.HJ./, T -4;1'" C),Ar"74c:..
(ADDRESS) /Jr:l.. .ria'" t: /~
~:U~~ 111'.7.1. c!- ,#a 99'/.!!>6
~ '
Signed and sworn to (.or affirmed) before me on -t.~ff!:;:.-~q '''.
-L~ ~"")v) I1J . ,ff~:.O....P.~~~
c:;.;d c:;;K. "/~ l.fr.:.I'..~.IONi.J~~
N TAR~ PUBLIC \ ...~\~\,. -t-i.;;.:;, \
'1_ / ' ? a. [8 ~o T AI,>s- \.~': ,
My appointment expires - - It: "u'" c, j '" 1 ~
~\;!'-!l" BLI (f....". ~ '
~~ P.1i~ ~
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Note: (1) This proposal is not transferable an ooYVM\1'~ation of
the firm's name entered hereon without ptr6~ permission
from the county commissioners viii be cause for consider-
ing tho proposal irregular and subsequent rejection of the
bid.
(2) Please refer to section 1-02.6 of the standard specifica-
tions, re: wPreparation of Proposal,- or -Article 4- of
the Instructions to Bidders of building construction jobs.
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Dund ~o.................................
Fidelity and Deposit Company
HOME OFFICE OF MARYLAND BALTlIoI0RE, MD. 2120J
BID BOND
KNOW Al.L MEN BY THESE PRESENTS:
That we,..............................l!.!;IlIl.'J:..Ji...H.~.llRX..lij).llS.T.RU.C.'J:.Hl1'I.....Xll.c............................................................................
.............................................................................................., a. Principal. (hereinalter called the "Principal"). and
the FIDELITY ASD DEPOSIT COMPANY OF MARYLANO, 01 Baltimore. Maryland, a corporation duly organized
under the laws 01 the State 01 Maryland, as Surety, (hereinalter called the "Surety"). are held and firmly bound
unto..........~.~f.!'.~~~.Q~...SQy.~~!!....~~~~~.~~~.!..9.~..~.Y.~.~.!g...~Q.~~.........................................................................
..................................................................................................................as Obligee, (hereinalter called the "Obligee").
in the sum 01.....~.LQ!'...!~.~..~~.!.~~..M.!Qy~~...~!.~.~~.7.~...........................................Oollars (5............................).
lor the payment 01 which sum well and truly to be made, the said Principal and the said Surety, bind ourselves.
our heirs. ~xecutors, administrators. successors and assigns. jointly and severally. firmly by these presents.
WHEREAS, the Principal has submitted a bid lor.....__.........................................................................................
..................9.\:!!,...9.!\t;.~~...m~.!.p.gJ.:...!\.~.r.".~Qt;.t!~~.'f.....t!h),'.I&..C.!\.~.~IS...!\QAP.,...!;Q.v.tl:r.'J:..Jl.Qh.Q..t...t;).,.U).'1.................
..................!!~...!.:.~~...~!?..!!g...!.:.~L~..9.~...9!!-.~~~..99.\!~J.Y.Ji9.~.l>...H~.??9.~...!1g...Q.:.QQ...~!?..t!l'...Q.,.9.L...........
..................~!!:!~...~~.~.~.~.~Q.?!:?..........~~.t~~.~...~.Q.~...~.!.?L............................................................................................
NOW. THEREFORE, il the Obligee shall accept the bid 01 the Principal nnd the Principal.hall enter Into
a contract with the Obligee In accordance with the terms 01 such bid and give such bond or bonds as may be
specified in the bidding or contract documents with good and .ufficient .urety lor the falthlul perlormance 01
luch contract and lor the prompt payment ollaoor and materiallurnlshed in the prosecution thereol, or In the
event 01 the lailure 01 the Principal to enter into .uch contract and give such bond or bond., if the Principal
shall pay to the Obligee the difference not to exceed the penalty hereol between the amount .pecified in .aid
bid and .uch larger amount lor which the Obligee may In goo<! laith contract with another party to perlorm
the work covered by said bid, then thi. obligation shall be null and void,otherwi.e to remain in lulllorce and eflect.
Signed and .ealed thi.........,.............?~.~~...............,.............day ol.........~.~.r..................,...,..............A.D. 19.,,~.?..
j.UQXl,t:ll..h...IJ.anty...li.ans.t.tlll:tJ.all.....XnI:........(SRAI.l:,I ,
. l'rincipal II ','
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Wilnm 1'illo .
Loil Stewart. Attorney-in-Pact,'
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A.I.A. Documthl No, A.)10 Fetlllmv IUO Edltlol..
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Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
HOMI OflICl, IAUIMOlI, MO
KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation nlthe
SlateolMaryland.by C. M. PEeOT, JR. ,Vice-President,and e. W. ROBBINS ,
Auillant Secietary, iD punuance 01 authority granted by Article VI, 'OD 2, 01 the By-L.awa ol..id Company, which are ..t
lorth on the reYen< lide hereol and Are hereby certilihf' be in lull and eflect on the date hereol, doe. hereby nominate.
""nalitute aDd appoint Richard W. Merril . Din W. W. Weller and Lois Stewart all
of Spokane, Washington, EAeH.... ......:>; .................... '
as<nt Attomey.in-Fact. to den.cr, lor, and OD ita behaU.. aurety, and u ita act and deed:
all bonds and undert
n e uecution or such bonda or und p in p e of these preeenll, ah.1I be u bindmg upon lIIid ComplnYt aalull)'
and amply, to all intenta and purpo~' theY~n duly ....uted and acknowledged by Ihe rtgularly elected ollice" 01
the CompaDY at ita ollice in Balli~"-:Md., in D proper penoDI.This power of attorney revokes that
issued on behalf of R.~d W. ~. 11, etal, dated, March 21, 1985.
The ..Id AuillaDt secre~~ertby~that the alorecoingla awe copy 01 Article VI, Sectlon 2, 01 the By.L.awa 01
aaid Company, and la now .
IN WITNESS WHEREO "I~VI re enland Aulllanl s.creury ha.e hereunlo aub",ribed their namel and alli,ed the
Corpor.Jte 5..1 01 the lAid ELI EPOSIT COMPANY OF MARYLAND, thil 13th day 01
Uctober , A.D. 19
A~T:e_......~~:.:~~~Y :~..~.:::~:'~~...q~~_....................
A.d.,.", &crrlMy n~.Prt"cltnr
~~nOf()fB~~~:: : ~I
On thla 13th day 01 October, A.D. 19 87. belDre the lubocriber, I NOlary Public 01 the Sta.te 01
Maryland, In and lor the City 01 Baltimore, duly commluloned and qUllllied, eame the abo...named Vlce.PrelldeDI aDd Aulllant
Secretary 01 the FIDELITY AND DEI'OSIT COMPANY OF MARYLAND, to me penonally known ID be thelndl.lduall ond olllcen
deocribed In and who e"culed the procedln,ln,wment, Ind they each acknowled,ed the ....UtlDD nlthe lame, IDd being by
me duly Iwom, ...erally and each lor hlm..U d.pooeth IDd ..Ith, thlt they Ire the ..Id o/licen 01 the Company alomald, and
thlt the ..al alllled 10 the prreedlnglnlwm'Dt il the Corporate Sell ol..ld Company, and that the laid Corporale Seal and their
alenlturea II IUch ol/icon were duly aIIWd and lubocribed to the oaid IoIln1meDI by the luthority and directloD 01 the IIld Corporltlon.
IN TESTIMONY WIlEREOF, I ha.e hereunto..t my hand IDd alliled my OIl1clal Seal, at the City 01 noitimore, the dly IDd
year Ilnl lbo.e wrllteD.
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Notary ibllc Com
CERTIFICATE
I, the undenlened, AulllaDI Seer'laC}' 01 tho FIDELITY AND DEI'OSIT COMPANY OF MARYLAND, do hereby corllly thai
tho orlalnl1 Powe, 01 Attorney 01 which the lo,ecolo, II I lull, w. Ind OOmcl ""py, II ID lulllorce aDd ellrel OD Ihe dlle olthll
corti/lea lei Ind I do lurther certl/y that the VI_Preold.DI who ....,uted the uld Powe, 01 Attorn.y WII ODe 01 the Idditlonal VIce-
PmldeDIa lpeelally authDrlzed by the Board DI Dlrecton to Ippoinl aDy Attomey.In.Fact II prorided In Article VI, S..tlOD 2, 01
the By.L.awI DI the FIDELITY AND DEI'OSIT COMPANY OF MARYLAND,
Thll Certlliclte may be llened by llcalmlle under IDd by IUthorlty olth. 'ollDwlD, ,e..lutlon 01 the DOlrd 01 DIr..ton 01 Ihe
FIDELITY AND DEI'OSIT COMPANY OF MARYLAND al I meello, duly called Ind held OD the 16th day DI July, 1969.
RESOLVEDI "ThaI thelacalmU. or m..,hanleally ..producod '''''OIUII 01 any Aulllanl Seentary 01 tho Company, whethe, mid.
herelolore or herealtff, where..r Ipp..rln, UpoD I certilied OOpy 01 aDy powe, 01 attorney luued by the CompaDy, Ihall be .IUd
and bind In, UpoD th. CompaDY with the """ 10.... and elleet II thouah mlDUIUy IlIilN!."
IN TESTIMONY WIlEREOF, I ha.. hurllDto Iw-ihed my nlDl. and alii,,,, tho oorporale ,..1 01 the IIld Complny,lhll-11.!Ld
dly DI Mev ,19M.
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NOTIeE TO CONTRACTORS
CALL FOR BIDS
OWL CREEK BRIDGE REPLACEMENT, C.R.O. 719
(FEDERAL AID PROJECT NO. BROS. 2016 (7))
THIS CONTRACT CONTAINS DB OR MBE AND/OR WBE GOALS
Notice is hereby given that the Board of County commissioners of Jefferson
County, State of Washington, will receive sealed bids up until the hour of
10:30 a.m., Monday, May 22,1989 at the office of the County eommissioners,
Courthouse, Port Townsend, Washington, 98368, and will be then and there
opened and read publicly for construction of improvements to 0.04 miles of
Maple Creek Road, County Road No. 135109, 0.03 miles of Owl Creek Road,
County Road No. 137909, C.R.O. 719, in Jefferson County, by replacing
existing log bridge with a permanent 20-foot wide, single lane concrete
bridge and constructing single lane approaches including grading, drainage,
and various other work as described in the contract documents.
Major items of work will be, clearing and grubbing, removing existing
bridge, grading, draining, installing and removing detours and detour
structures, surfacing, constructing 1 precast prestressed concrete slab
bridge, installing beam guard rail and guard rail anchors type 1, light
loose rip rap, flexible guide posts, permanent signing, erosion control,
and planting.
Bids shall be submitted in accordance with informational copies of the maps,
plans and specifications on file at the office of the Director of Public
Works, courthouse, Port Townsend, WaShington, where copies may be obtained
by depositing $25.00. The deposit will be refunded if the plans and
specifications are returned in good condition within 10 days of bid opening.
Each bid shall be accompanied by a surety bond, postal money order, cash,
cashiers check or certified check payable to the Treasurer of Jefferson
eounty in the sum of 5% of the bid amount, to be forfeited to Jefferson
County by. the successful bidder if he fails to enter into a contract and
file an acceptable surety bond in the amount of 100% of the contract price
within ten (10) days of the award. The board of County Commissioners
reserves the right to reject any and all bids, and to accept the bid deemed
most advantageous to Jefferson eounty and to waive all informalities in the
bidding. .
Jefferson county in accordance with Title VI of the civil Rights Act of
1964, 78 stat. 252, 42 U.S.C. 2000d to 2000-4 and Title 49, Code of Federal
RegUlations, Department of Transportation, subtitle A, Office of the
Secretary, Part, 21, non-discrimination in Federally assisted programs of
the Department of Transportation iosued pursuant to such Act, hereby
notiiles all bidders that it will llffirmatively insure that in any contract
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entered into pursuant to this advertisement, minority business enterprises
will be afforded full opportunity to submit bids in response to this
invitation and will not be discriminated against on the grounds of race,
color or national origin in consideration for an award.
Dated this ~day of
"/1{ aAf
, 1989.
BOARD OF JEFFERSON COUNTY COMMISSIONERS
4~-t. (LP.~~-w.___
George O' Brown, Chairman
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CALL FOR BIDS . . . . . . .
. . . . . . . . . . . . .
i
AMENDMENTS TO STANDARD SPECIFICATIONS
INTRODueTION . . . . . . . . . . . . . . . 1
AMENDMENTS TO THE STANDARD SPECIFICATIONS . 1
SECTION 1-02, BID PROCEDURES AND CONDITIONS 1
SECTION 1-04, SCOPE OF THE WORK. . 1
SECTION 1-05, CONTROL OF WORK . . . . . . . 2
SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE
PUBLIC . . . . . . . . . . . . . . . . . . . . . . 3
SECTION 1-08, PROSECUTION AND PROGRESS ... . . . . . 6
SECTION 1-09, MEASUREMENT AND PAYMENT. . . . . . . . . 7
SECTION 2-01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP 8
SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS 8
SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT. . 8
SECTION 2-09, STRUCTURE EXCAVATION . . . . . . . . 10
SECTION 3-01, PRODUCTION FROM QUARRY AND PIT SITES 11
SECTION 3.03, SITE RECLAMATION 11
SECTION 6-01, GENERAL REQUIREMENTS 12
SECTION 6-02, CONCRETE STRUCTURES 13
SECTION 6-05, PILING . . . . . 26
SECTION 6-10, CONCRETE BARRIER 28
SECTION 8-21, PERMANENT SIGNING 28
SECTION 9-03, AGGREGATES 28
SECTION 9-07, REINFORCING STEEL 29
SECTION 9-09, TIMBER AND LUMBER 30
SECTION 9-23, CONCRETE CURING MATERIALS AND ADMIXTURES 30
SECTION 9-28, SIGNING MATERIALS AND FABRICATION 31
SECTION 9-31, ELASTOMERIC BEARING PADS . . . . . . 31
SPECIAL PROVISIONS
SPECIAL PROVISIONS 32
PREQUALIFICATION OF BIDDERS 32
DATE OF OPENING BIDS 32
DESCRIPTION OF WORK . . . . 32
FUNDS . . . . . . . . . . . 32
OTHER CONTRAeTS OR OTHER WORK 33
AMERICAN-MADE MATERIAL 33
PREVEN'l'ION OF ENVIRONMEN'l'AL POLLUTION AND PRESERVATION OF
PUBLIe NATURAL RESOURCES . . . . . 33
S'l'A'l'E SALES TAX . . . . . . . . . . . . 34
WIl,DLlFE, rrSHERIES AND EeOLOGY REGULATIONS 34
MAINTAINING SILT FENCE EROSION CONTROL DEVIeES 36
LOAD LHIITS . . . . . . . . . . . . . . . 36
WAGES . . . . . . . . . . . . . . . . . . . . . 36
WAGE RA'rE FORMS . . . . . . . . . . . . . . . 36
CERTIFICATION OF NONSEGREGATED FACILITIES . . 37
EQUAL EMPLOYMENT OPPORTUNITY RESPO~SIBILITIES 37
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INDEX ( cent. )
REQUIRED FEDERAL AID PROVISIONS . . . .
DISADVANTAGED BUSINESS ENTERPRISE PARTICIPATION (DBE)
INDIAN PREFERENCE AND TRIBAL ORDINANCES . . . .
ARCHAEOLOGICAL AND HISTORICAL OBJECTS . . . . .
UTILITIES . . . . . . . . . . . . . . . . . . .
PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE
EMERGENCY TRAFFIC CONTROL . .
TRAFFIC CONTROL . . . . . . .
PUBLIC CONVENIENCE AND SAFETY
CONSTRUCTION SIGNING
SPECIALTY ITEMS . .
SUBCONTRACTING
PROGRESS OF WORK
TIME FOR COMPLETION . . .
FORCE ACCOUNT MOBILIZATION
MEASUREMENT AND PAYMENT .
CLEARING AND GRUBBING
ROADSIDE CLEANUP
REMOVAL OF STRUCTURES AND OBSTRUCTIONS
REMOVING WIRE FENeE . . .
REMOVING EXISTING BRIDGE . . . . . . .
DISPOSAL OF SURPLUS MATERIAL . . . . .
COMPLETION OF SUBGRADE . . . . . . . .
BRIDGE APPROACH EMBANKMENT CONSTRUCTION SEQUENCE
MEASUREMENT OF ROADWAY EXCAVATION AND EMBANKMENT
STRUCTURE EXCAVATION CLASS B, INCLUDING HAUL
STRUCTURE EXCAVATION . . . . . . . .
EXISTING APPROACH EMBANKMENTS . . . .
SOURCE OF MATERIALS . . . . . .
HAULING ON OTHER THAN STATE HIGHWAYS
SITE RECLAMATION . . . . . .
CONCRETE STRENGTH . . . . . . . . . . .
REMOVING PORTIONS OF EXISTING STRUCTURE
DETOUR . . . . . . . . . . . . . . . . .
PLACING TEMPORARY STRUCTURE (RAILROAD FLATCAR)
REMOVING TEMPORARY STRUCTURE (RAILROAD FLATCAR)
GROUT . . . . . . .
BRIDGE MINOR ITEMS . . . . . . . . .
PRECAST PRESTRESSED MEMBERS . . . . .
ELASTOMERIC BEARING PADS . . . . . .
CONCRETE MIXES INCORPORATING FLy ASH
PALSEWORK AND FORMS . . .
TREATED TIMBER AND LUMBER
PIRE PREVENTION . .
STEEL PILING ... . . .
PILE TlP ELEVATION
STEEL PILE TIP . . . . .
FURNISHING AND ORIVING STEEL TEST PI~ES
TRAFFIC BARI~IER . . . . . . . . .
WIRE FENCE TYPE 2 . . . . . . . .
EROSION CONTROL. . .
MODlFIED RIGID GUIDE POST. . . 'iv . . . . . . . . . . . . . .
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45
46'
54
55
55
56
57
57
58
59
59
59
60
60
60
61
61
61
61
62
62
63
63
63
64
65
65
65
66
66
66
67
67
68
68
69
71
72
72
78
78
80
81
81
B1
81
81
82
83
83
83
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INDEX ( cant. )
FLEXIBLE GUIDE POSTS
LIGHT LOOSE RIP RAP.
BRASS BENCH MARK . .
TYPE III BARRICAOE .
CONSTRUCTION GEOTEXTILE.
STANDARD PLANS . . . . .
84
85
86
86
87
96
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS . . . . . . . . . . 1 - 8
PREVAILING MINIMUM HOURLY WAGE RATES
1 - 46
SAMPLE PROPOSAL. . . . . . . .
1 - 13
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INTRODUCTION
The following Amendments and Special provisions shall be used in
conjunction with the 1988 Standard specifications for Road, Bridge, and
Municipal Construction adopted in January, 1988.
AMENDMENTS TO THE STANDARD SPECIFICATIONS
The following Amendments to the Standard Specifications are made a part
of this contract and supersede any conflicting provisions of the
Standard Specifications. For informational purposes, the date following
each Amendment title indicates the implementation date of the Amendment
or the latest date of revision.
Each Amendment contains all current revisions to the applicable section
of the Standard Specifications and may include references which do not
apply to this particular project.
Where the term "commission" or "Washington State Transportation
Commission" appears in the Standard Specifications or special
Provisions, it shall be i.nterpreted to mean the Board of County
Commissioners of Jefferson county.
Where the term "Department" or "Department of Transportation" appears ! ,
in the standard specifications or Special provisions, it shall be
interpreted to mean the Director of Public Works of Jefferson County and
such agents as are authorized to act in his behalf.
Where the term "Engineer" appears in the Standard Specifications or
special provisions, it shall be interpreted to mean the county Engineer
of Jefferson county, acting directly or through his duly authorized
representatives.
Where the term "State" appears in the Standard Specifications or special
Provisions, it shall be interpreted to mean Jefferson County acting
through its authorized representatives.
Where the term "State Treasurer-Department of Transportation" appears
in the Standard Specifications, it shall be interpreted to mean
Jefferson county Treasurer, acting through its authorized
representatives.
SECTION 1-02, BID PROCEDURES AND CONDITIONS
January 25, 1988
1-02.13
Irregular proposals
Item (b) under NO. 2 is deleted.
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SECTION 1-04, SCOPE OF ~JE WORK
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1 September 12, 1988
1-04.2
coordination of contract Documents, Plans, Special Provisions,
Specifications, and Addenda
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The four paragraphs of this subsection are revised to read:
The complete contract includes these parts: The Contract Form,
Proposal, Plans, special provisions, these Specifications, Addenda,
and all supplemental documents. These parts complement each other
in describing a complete work. Any requirement in one part binds
as if stated in all parts. The Contractor shall provide any work
or materials clearly implied in the description even if the
contract does not mention it specifically.
Any discrepancy in the parts of the contract shall be resolved by
following this order of precedence (e.g. 1 takes precedence over
2, 3, 4, 5, 6, and 7; 2 takes precedence over 3, 4, 5, 6, and 7 and
so forth):
1.
2.
3.
4.
5.
6.
'1.
Addenda
Proposal
Special provisions
Plans
Amendments to Standard specifications
Standard specifications
Standard Plans
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On the Plans, drawings, and Standard Plans, figured dimensions
shall take precedence over scaled dimensions. 1
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In case of any ambiguity or dispute over interpreting the contract,
the Engineer's decision will be final as provided in section
1-05.1.
SECTION 1-05, CONTROL OF WORK
August 29, 1988
1-05.3
Plans and Working Drawings
The fourth sentence of the third paragraph is revised to read:
Unless otherwise stated in the contract, the Engineer will require I
up to 30 calendar days from the date the submittals are received
until they are sent to the Contractor.
.1-05.12
Final Acceptance
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The Contractor must perform all the obligations under the contract
before final acceptance can occur except as provided in section
1-09.9 for unilateral acceptance.
SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
December 27, 1988
The following new section is added following section 1-07.9 Wages:
1-07.9 (1) Employees Engaged In Production and Deli very of Aggregates and
Related Materials
In regards to the State of Washington minimum wage requirements of
RCW 39.12, the provisions of the following WAC 296-127-016 shall
apply:
WAC 296-127-016 COVERAGE AND EXEMPTIONS OF WORKERS INVOLVED IN THE
PRODUCTION AND DELIVERY OF MATERIALS PREDOMINANTLY USED IN ROAD
CONSTRUCTION. The materials covered under this section are sand,
gravel, crushed rock, concrete mix, asphalt, or other similar
materials.
(1) For the purpose of this section I a Contractor or subcontractor
is defined as an employer who has contracted to perform work
on a public works project site. Employers who produce and
stockpile these materials for public agencies are not
considered Contractors for the purpose of this section.
Workers who are employed by public works Contractors or
subcontractors are subject to the provisions of Chapter 39.12
RCW when:
(a) They are engaged in the production of the above listed
materials for a public works project in a sand or gravel
pi t, rock quarry, concrete mixing plant, or other similar
facility; or
(b) They are engaged in the transportation of the above
listed materials for use on the public works project,
whether or not they perform any work on the project site.
(2) Workers are subject to the provisions of Chapter 39.12 RCW,
regardless of who their employer is, when:
(a) They deliver any of the above materials to public works
construction sites and perform any spreading, leveling,
rOlling, or otherwise partIcipate in any incorporation
of the materials into the project; or
(b) They wait at or near the public works project site to
participate in the incorporation of the materials into
the project; or
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(c) They remove any materials from a public works
construction site pursuant to contract requirements or
specifications (e.g., excavated materials, materials from
demolished structures, cleanup materials, etc.); or
(d) They work in a material production facility (e.g., batch
plant, borrow pit, rock quarry, etc.,) which is
established for a public works project near a public
works construction site for the specific, but not .,
exclusive, purpose of supplying materials for the
project.
(3) Workers are not subject to the prevailing wage requirements
of Chapter 39.12 RCW when: They are employed by a common or ..
contract carrier trucking company principally or exclusively
engaged in the hauling or delivery of such products, and the ,
employee's duties do not include spreading, leveling, rolling,
or otherwise participating in the incorporation of the
delivered materials into the project.
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If a firm falls under the provisions of RCW 39.12 by virtue of WAC ,-
296-127-016 and does not fall into the category of contractor,
subcontractor, or agent of a subcontractor previously addressed in ,.
section 1-07.9, then that firm shall comply with all the L
requirements of RCW 39.12 including but not limited to:
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(3) Pay the prevailing rate of wage for each classification I
of workers entitled to the prevailing wage,
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(5) submit a copy of the approved "Affidavit of Wages Paid" I
(F700-007-000 or F700-007-111) to the Engine~r.
The forms required only by virtue of WAC 296-127-016 shall be ,
on the forms provided by the industrial statistician of the
Washington state Department of Labor and Industries. The
affected firms shall be responsible for requesting these forms "
from that agency. '
(1)
File a "statement of Intent to Pay Prevailing wages"
(F700-029-000 or F700-029-111) with the industrial
statistician of the Washington state Department of Labor
and Industries for approval,
(2)
submit a copy of the approved "statement of Intent to Pay
prevailing Wages" (F700-029-000 or F700-029-111) to the
Engineer,
(4 )
File an "Affidavit of Wages Paid" (F700-007-000 or
F700-007-111) with the industrial statistician of the
Washington State Department of Labor and Industries for
approval, and
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The Contractor shall be responsible for ensuring compliance
with the requirements of WAC 296-127-016 by all firms engaged
in any part of the work necessary to complete the contract.
1-07.11(7)A
Special Training Provisions
Item 3, Affirmative Action Recruitment Required, is revised to read:
3. Affirmative Action Recruitment Required - This training
commitment is not intended, and shall not be used, to
discriminate against any applicant for training, whether a
protected group individual or not. However, training and
upgrading of minorities and women toward journeyman status is
a primary objective of this Training Provision. Accordingly,
the contractor/Subcontractor assigned training shall make
every effort to enroll minority and women trainees to the
extent such persons are available within a reasonable area of
recruitment. More specifically, if a nonminority male
trainee/apprentice is proposed for utilization toward meeting
the training goal, approval may be granted if the
contractor/Subcontractor proposing to utilize the trainee is
otherwise in compliance with the contract's Equal Employment
opportunity and on-the-Job Training requirements and further
provides documentation as to the efforts taken to fill the
specific training position with either minorities or females;
or, if not otherwise in compliance, furnishes evidence of
his/her systematic and direct recruitment efforts in regard
to the position in question and in promoting the enrollment
and/or employment of minorities and females in the craft which
the proposed trainee is to be trained.
As a minimum, a eontractor/Subcontractor who is not otherwise
in compliance can substantiate their systematic and direct
recrui tment efforts by providing documentation as to the
following:
written notification to minority and female
recruitment sources and community organizations of
available employment opportunities with the
eontractor/Subcontractor and/or enrollment
opportunities with its unions;
b. Records documenting the contractor/Subcontractor's
efforts, and the outcome of those efforts, to employ
minority and female applicants and/or refer them to
unions;
a.
c.
Records reflecting the Contractor/Subcontractor's
efforts/participation in developing minority and
female on-the-job training opportunities, including
upgrading programs and apprenticeship,
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d. Written notices to unions and training programs
disseminating the Contractor/Subcontractor's EEO
policy and requesting their cooperation in achieving
his/her EEO and OJT obligations.
Systematic and direct recruitment efforts must be through
public and private sources likely to yield minority and female
trainees. Such documentation must be submitted in a timely
manner. Contractor/Subcontractor's compliance with this
section shall be made on a case-by-case basis. The Project
Engineer's determination of a contractor/Subcontractor's
compliance with this section shall be administratively as
provided in section 1-05.1.
1-07.11(10)B
Required Records and Retention
This section is revised to read:
All records must be retained for a period of three years following
completion of the contract work and shall be available at;;
reasonable times and places for inspection by authorized
representatives of the State Department of Transportation, and on
Federal-aid projects, the Federal Highway Administration.
On Federal-aid contracts only, the contractor/Subcontractor shall
submit to the Project Engineer an annual report for each month of .-
July for the duration of the project. The report must indicate the
number of minority, women, and nonminority group employees'-
currently engaged in each work classification required by the
contract work. This information is to be reported on Form PR 1391 j'
by August 11. .I
All Contractors/Subcontractors having contracts of $10,000 or more 1,'
that are State or Federally funded shall submit a copy of the _
Office of Federal Contract eompliance (OFCCP) form CC-257 to the
Project Engineer by the fifth of the month during the term of the
contract.
Failure to submit the required reports by their due dates may
result in the withholding of progress estimate payments.
36
34 SECTION 1-08, PROSECUTION AND PROGRESS
35 December 27, 1988
1-08.1
SUbcontracting
37
38
39
The fifth paragraph is revised to read:
The Department will not consider as subcontracting: (1) purchase
of sand, gravel, crushed stone, crushed slag, batched concrete
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aggregates, ready mix concrete, fabricated structural steel, and
any other materials supplied by established and recognized
commercial plants; or (2) delivery of these materials to the work
site in vehicles owned or operated by such plants or by recognized
commercial hauling companies. However, the \~ashington state
Department of Labor and Industries may determine that RCW 39.12
applies to the employees of such firms identified in (1) and (2)
above in accordance with WAC 296-127-016. If this should occur,
the provisions of section 1-07.9(1) shall apply.
1-08.3
Progress Schedule
The first paragraph of this section is supplemented by the following
paragraph:
The Department allocates its resources to a contract based on the
total time allowed in the contract. The Department will accept a
progress schedule indicating an early completion but cannot
guarantee Department resources will be available to meet the
accelerated schedule. No additional compensation will be allowed
if the Contractor is not able to meet their accelerated schedule
due to the unavailability of Department resources or for other
reasons beyond the Department's control.
SECTION 1-09, MEASUREMENT AND PAYMENT
October 31, 1988
~
1-09.1
Measurement of Quantities
The column headings for the tabulation CONVERSION FACTORS AVERAGE
WEIGHTS AND VOLUMES OF ASPHALT are corrected to read:
1-09.6
Gallons per
Ton @ 60"F
Force Account
Pounds per
Gallon @ 60" F
Grade
Item No.6, Contractor Markup on Subcontractors, is revised to read:
When work is performed on a force account basis by approved
subcontractors, the Contractor will be allowed an additional markup
equal to 5 percent of the total cost computed for 1, 2, 3, 4, and
5 for all administrative costs.
1-09..8
Payment for Material on Hand
The following paragraph is addod after the first paragraph:
The state may reimburse the Contractor for traffic signal
controllers as follows:
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Fifty percent when the traffic signal controller and all
components are received and assembled into a complete unit at
the Headquarters Materials Laboratory.
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2. One hundred percent when the traffic signal controller is
approved for shipment to the project by the Headquarters
Materials Laboratory.
7
8
SECTION 2-01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP
April 11, 198B
9
Disposal of Usable Material and Debris
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10
This section is supplemented with the following:
Disposal of debris in a Contractor provided waste site shall meet
the requirements of Section 2-03.3(7)C.
11
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13
14
SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS
April 11, 19BB
2-02.3(1) General Requirements
The last paragraph is revised to read:
The Contractor may dispose of waste material in State-owned sites
if the Special Provisions or the Engineer permit it. Otherwise,
the contractor shall arrange to dispose of waste at no expense to
the State and any such disposal shall meet the requirements of --
section 2-03.3(7)C.
15
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SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT
August 29, 198B
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Tho Contractor shall haul all excavation to the nearest embankment, I
unless the Engineer declares the hauling distance to be too great.
If excavation yields more material than needed for nearby
embankments, the Contractor shall dispose of the excess in keeping
with the Spocial Provisions or as the Engineer. directs. I
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2-03.3(7) Disposal of Surplus Material
25
This section is revised to read:
26
2-03.3(7) Disposal of Surplus Material
27
28
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31
32
2-03.3(7)A General
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2-03.3(7)B Haul
When the contract includes a payment item for haul, the State will.
pay as follows for hauling excess excavation to a disposal site:
1. If the State provides a site, but the Contractor chooses
to haul elsewhere, the State will pay for all actual
mileage up to but not exceeding the mileage that would
have been necessary using the State site.
2. If the State does not provide a site, the State will pay
for all actual mileage up to but not exceeding the
mileage necessary to haul to a site 1 mile from the
project limits.
2-03.3(7)C Contractor Provided Disposal site
If the State provides no waste site, but requires disposal of
excess excavation or other materials, the Contractor shall arrange
for disposal at no expense to the state, except as provided in
Section 2-03.3(7)B Item 2.
The Contractor shall acquire all permits and approvals required for
the use of the disposal site. The cost of any such permits and
approvals shall be included in the bid prices for other work.
The Contractor shall, if requested by the Engineer, provide the
Engineer the location of all disposal sites to be used and also
provide copies of the permits and approvals for such disposal
sites.
Disposal of excess material within a wetland area will not be
allowed without a Section 404 permit issued by the U.S. Corps of
Engineers, and approval by the local agency with jurisdiction over
the wetlands. Wetlands are defined as those areas inundated or
saturated by ground or surface water at a frequency and duration
sufficient to support, and that under normal circumstances do
support, a prevalence of vegetation typically adapted for life in
saturated soil conditions. Wetlands generally include swamps,
marshes, bogs, and similar areas.
The eontractor shall protect, indemnify and save harmless the State
from any damages that may arise from the contractor's activities
in making these arrangements. Such indemnity shall be in
accordance with RCW 4.24.115 as amended by CH. 305, Laws of 1986.
Any action required to satiSfy any permit and/or any approval
requirements in a Contractor provided disposal site shall be
performed by the Contractor at no additional expense to the State.
Reclamation of a contractor-supplied waste site must conform to the
requirements of Section 3-03.
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Compacting Earth Embankments
2 The first sentence of the twelfth paragraph is revised to read:
3
4
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Under Method B, the moisture content of the material shall not
exceed 3 percent above the optimum determined by the tests
described in section 2-03.3(14)D.
6
2-03.3(14)1
Embankments at Bridge and Trestle Ends
7
The first sentence of the first paragraph is revised to read:
8
9
This work consists of filling around the ends of trestles and
bridges, the area defined in Section 1-01.2.
10
11
SECTION 2-09, STRUCTURE EXCAVATION
May 23, 1988
12
2-09.3(1)0
Disposal of Excavated Material
13
The second paragraph is supplemented with the following:
Any such disposal shall meet the requirements of section
2-03.3(7)C.
14
15
16
17
2-09.3(4)
Construction Requirements, structure Excavation, Class
B
18
This section is revised as follows:
19
Delete the third and fourth sentence of the third paragraph.
20
2-09.4
Measurement
21 This section is supplemented with the following:
22
23
Shoring and Cribbing or extra excavation Class B will be measured r
by the square foot as follows:
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Where the trench is excavated to a depth of 4 feet or more and
shoring and cribbing is constructed or the earth faoes are
excavated to the slope of repose provided it is 3/4 to 1 or
flatter as required to meet safety regulations, the area for
payment will be measured on each side of the trench or
excavation where such work is performed. Measurement will be
made from the existing ground line or from the neat lines of
a designated grading section at the outer limit defined for
payment for structure excavation to the bottom of the
excavation and for the length of the work actually performed.
The bottom elevation for measurement will be the bottom of the
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excavation as shown in the plans or as otherwise established
by the Engineer.
2-09.5
Payment
This section is supplemented with the following:
7. "Shoring and cribbing or Extra Excavation Class B", per square
foot.
The unit contract price per square foot shall be full pay for the
construction and removal of shoring and cribbing. The unit
contract price per square foot shall be full pay for all
excavation, backf ill, compaction, and other work required when
extra excavation is used in lieu of constructing shoring and
cribbing. If select backfill material is required for backfilling
within the limits of the structure excavation, it shall also be
required as backfill material for the extra excavation at the
Contractor's expense.
If there is no bid item for shoring and cribbing or extra
excavation Class B on a square foot basis and the nature of the
excavation is such that shori.ng and cribbing or extra excavation
is required as determined by the Engineer, payment to the
Contractor for the work will be made in accordance with section
1-04.4.
SECTION 3-01, PRODUCTION FROM QUARRY AND PIT SITES
January 30, 1989
3-01.3(5)
Moving Plant
The reimbursement for haul addressed in the first sentence of the third
paragraph is revised from $0.20 to $0.25.
3-01.4(1)
Acquisition and Development
The last sentence of the third paragraph is revised to read:
When the Contractor intends to operate a source under the
Department's blanket surface mining permit, the eontractor shall
submit a reclamation plan for approval. No work shall begin in the
pi t or quarry before the reclamation plan is approved by the
Engineer.
SECTION 3.03, SITE RECI~ATION
December 12, 1988
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This section is revised to read:
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All borrow, quarry, or pit sites of over three acres in size of
disturbed land or resulting in pit walls more than thirty feet high
and steeper than a one to one slope which are owned or furnished
by the state shall be reclaimed as shown in the Plans and as
designated by the Engineer.
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Ul timate reclamation plans are notnormally required for borrow,
quarry, or pit sites not meeting the above criteria for stopckpile
or waste sites. However, all such sites shall be reclaimed to the
extent necessary to control erosion and provide satisfactory
appearance consistent with anticipated future use.
11
3-03.2(2) Contractor-Provided sites
12
The first sentence in the first paragraph is revised to read:
All borrow, quarry, and pit sites of over three acres in size of
disturbed land or resulting in pit walls more than thirty feet high
and steeper than a one to one slope which are owned or furnished
by the Contractor shall be reclaimed in accordance with the
conditions and requirements of an approved operating permit
acquired from the Department of Natural Resources.
The first sentence in the third paragraph is revised to read:
Ultimate reclamation plans are not required for borrow, quarry, or
pit sitAs not meeting the above criteria or for stockpile or waste
sites.
13
14
15
16
17
18
19
20
21
22
23
The fourth paragraph is revised to read:
..
24
25
26
27
28
29
30
31
32
Compliance with the state Environmental Policy Act (SEPAl is
required for sites involving more than 100 cubic yards of
excavation or landfill throughout the lifetime of the site unless
the local agency in which the project is located establishes a
greater amount. sites involving more than 500 cubic yards of
excavation or landfill throughout the lifetime of the site always
require compliance with SEPA. Those reclamation plans to be
approved by the Department of Transportation shall be prepared and
submitted for approval as hereinafter specified.
33 SECTION 6-01, GENERAL REQUIREMENTS
34 August 29, 1988
35
Erection Methods
6-01.5
36 The fJ.rst paragraph is supplemented with the following:
37
38
The erection procedure shall be reviewed by the steel fabricator
prior to being submitted to the Engineer.
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6-01.6
Vacant
This section is revised to read:
6-01.6 Load Restrictions on Bridges Under Construction.
Bridges under construction shall remain closed to all traffic,
including construction equipment, until the substructure and the
superstructure, through the roadway deck, are complete for the
entire structure, except as provided herein. Completion includes
release of all falsework, removal of all forms, and attainment of
the minimum design concrete strength and specified age of the
concrete in accordance with these specifications. Once the
structure is complete, section 1-07.7 shall govern all traffic
loading, including construction traffic (equipment).
If necessary and safe to do so, and if the Contractor requests it
in writing, the Engineer may approve traffic on a bridge prior to
completion. The written request shall:
A. Describe the extent of the structure completion at time
of the proposed equipment loading,
B. Describe the loading arrangement, movement, and position
of traffic (equipment) on the bridge,
C. Provide stress calculations prepared by (or under the
direction of) a professional engineer, licensed under
Ti tle 18 RCW, state of Washington, and carrying the
professional engineer's signature and seal, and
D. state that the eontractor assumes all risk for damage.
construction traffic shall not occupy the structure until the
Engineer's approval has been obtained in writing.
Contract prices shall cover all costs associated with preparation
and submittal of the request and operation of approved traffic
(equipment) as outlined herein. Nothing in this section affects
the eontractor's other responsibilities under these specifications
or under public highway laws.
SECTION 6-02, CONCRETE STRUCTURES
January 30, 1989
6-02.2
Materials
The section reference for Elastomeric Bearing Pads is revised from
9-06.31 to 9-31.
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Classification of Structural Concrete
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23
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If the Engineer approves in writing, the Contractor may use a class
of concrete with a higher 2S-day design strength than that required
in the Special Provisions, Plans, and/or these Specifications. Any
request for a change shall be in writing. The Contractor shall
bear any added costs that result from this change.
6-02.3(5)
consistency
The first paragraph is revised to read:
Slump tests shall follow WSDOT Test Method No. 804. For vibrated
concrete, the maximum slump shall be 3 inches for all concrete
except for columns, crossbeams, and diaphragms. For vibrated
concrete in columns, crossbeams, and diaphragms, the maximum slump
shall be 4 inches. The maximum slump for nonvibrated concrete
shall be 7 inches.
6-02.3(6)
Placing Concrete
The first paragraph is revised to read:
The Contractor shall not place concrete:
1.
2.
On frozen or ice-coated ground or subgrade; I
Against or on ice-coated forms, reinforcing steel, structural "
steel, conduits, precast members, or construction joints;
Under rainy conditions; placing of concrete shall be stopped l.'
before the quantity of surface water is sufficient to effect
or damage surface mortar quality or caUS3 a flow or wash of
the concrete surface;
In any foundation until the Engineer has approved its depth 1
and character;
In any form until the Engineer has approved it and the
placement of any reinforcing in it: or
In any work area when vibrations from nearby work (driving or I
pulling piles, etc.) may harm the concrete's initial set or
strength. Such work shall not begin until the concrete has
reached a compressive strength of at least 1,000 psi. I
weather and Temperature Limits to Protect Concrete
3.
4.
5.
6.
34 The first and second sentences of the tenth paragraph are revised to I
35 read:
6-02.3(6)A
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39
40
Any concrete placed in air temperaturb= below 35 degrees F shall I
be immedIately surrounded with a heated encl;:-sure. Air temperature
wIthin the enclosure shall be maintained between 50 and 90 degrees
F and the relative humidity shall be above so percent. These I
conditions shall be maintained for a minimum of seven days or for
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the cure period required by section 6-02.3 (11), whichever is
longer.
6-02.3(10)
Roadway Slabs
The first sentence of the 22nd paragraph of this section (on page 220)
is revised to read:
If the plans call for an overlay (to be constructed under the same
contract) such as asphalt concrete, latex modified concrete, epoxy
concrete, or similar, the Contractor shall produce the final finish
by dragging a strip of damp, seamless burlap lengthwise over the
full width of the slab or by brooming it lightly.
6-02.3(16)B
Preapproved Forming Plans
The first sentence of the first paragraph is revised to read:
To streamline the plan approval process, the Contractor may request
preapproval on form plans for abutments, wingwalls, diaphragms,
retaining walls, columns, girders and beams, box culverts,
railings, and bulkheads.
6-02.3(17)A
caps, Piling, Posts, and Mudsills
The first paragraph is supplemented with the following:
When using piling to support the falsework, the Contractor's
falsework plans shall specify the minimum required bearing and
penetration for the piling.
6-02.3(17)C
Bracing
This section is supplemented with the following:
Roadway deck forming systems may require bracing, strutting, or
ties between girders for the girder to adequately support the form
loading. When braces, struts, or ties are required, they shall be
designed and detailed by the Contractor and shall be shown on the
falsework/formwork plans submitted to the Engineer for approval.
These braces, struts, and ties shall be furnished and installed by
the Contractor at no additional cost to the state.
6-02.3(17)G
Slab forms on Steel Spans
The subtitle of this section is revised to read:
6-02.3(17)G Concrete Forms on steel Spans
The first sentence of the first paragraph is revised to read:
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Concrete forms on all steel structures shall be removable and shall
not remain in place.
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Removal of Falsework and Forms
4
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The Contractor may remove side forms, traffic barrier forms, and
pedestrian barrier forms after 24 hours if these forms are made of
steel or dense plywood, an approved water reducing additive is
used, and the concrete reaches 1,400 psi before form removal.
9
The ninth paragraph is revised to read:
10
11
12
13
14
15
On concrete box girder structures, the forms supporting the roadway
slab shall rest on ledgers or similar supports without being shored
to, or supported on, the bottom slab. These form supports shall
be fastened as near as possible to the top of the web walls. ,
Unless the plans call for their removal, the roadway slab interior
forms for concrete box girder structures may be left in place.
The last sentence of the tenth paragraph is revised to read:
16
17
18
The forms inside of hollow piers, girders, abutments, etc., shall "
be removed through the openings shown in the Plans.
19
6-02.3(18)
Placing Anchor Bolts
20
Items 2, 3, and 4 are revised to read:
21
22
23
24
25
26
27
28
2. If the bolts are set in drilled holes, hole diameter shall
exceed bolt diameter by at least 1 inch. Grouting shall
comply with Section 6-02.3(20) as amended.
3. If the bolts are set in pipe, grouting shall comply with
Section 6-02.3(20) as amended.
4. If freezing weather occurs before bolts can be grouted into
sleeves or holes, they shall be filled with an approved
antifreeze solution (nonevaporating).
29
6-02.3(19)
Elastomeric Bearing Pads
30
31
This section is deleted in its entirety and replaced with the following
heading:
32 6-02.3(19) Bridge Bearings
33 The following two new sections are added:
34
6-02.3(19)A Elastomeric Bearing Pads
The Contractor shall use rubber cement to bond the lower
contact surface of elastomeric bearing pads to the structure.
35
36
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6-02.3(19)B Bridge Bearing Assemblies
For all fixed, sliding, or rolling bearings, the Contractor
shall :
1. Machine all sliding and rolling surfaces true,
smooth, and parallel to the movement of the bearing;
2. Polish all sliding surfaces;
3. Anchor expansion bearings securely, setting them
true to line and grade;
4. Coat all sliding surfaces thoroughly with oil and
graphi te just before placing them into position; and
5. Avoid placing concrete in such a way that it might
interfere with the free action of any sliding or
rOlling surface.
Grout placement under steel bearings shall comply with Section
6-02.3(20) as amended.
6-02.3(20)
Steel Expansion Bearings
This section is revised in its entirety as follows:
6-02.3(20) Grout for Anchor Bolts and Bridge Bearings
Grout shall be a prepackaged grout, mixed, placed, cured as
recommended by the manufacturer, or the grout shall be
produced using Type II portland cement, fine aggregate Class
1, and water, in accordance with these Specifications.
Grout shall meet the following requirements:
cJ
Requirement
Test Method
Values
Compressive strength
AASHTO T 106
4,000 psi @ 7 days
Grout shall be a workable mix with flowability suitable for
the intended application.
If the Contractor elects to use a prepackaged grout, a
material sample and laboratory test data from an independent
testing laboratory shall be submitted to the Engineer for
approval with the request for approval of material sources.
If the Contractor elects to use a grout consisting of Type II
portland cement, fine aggregate Class 1, and water, the mix
proportions and laboratory test data from an independent test
laboratory shall be submitted to the Engineer for approval
with the request for approval of material sources.
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using the grout.
Before placing grout, the concrete on which it is to be placed
shall be thoroughly cleaned, roughened, and wetted with water
to ensure proper bonding. The grout pad shall be kept
continuously wet with water until a strength of 2,000 psi is
attained.
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5
6
7
8
9
10
Before placing grout into anchor bolt sleeves or holes, the
cavity shall be thoroughly cleaned and wetted to ensure proper
bonding.
To grout bridge bearing masonry plates, the Contractor shall:
11
2.
3.
4.
5.
Build a form approximately 4 inches high with sides
4 inches outside the base of each masonry plate;
Fill each form to the top with grout;
Work grout under all parts of each masonry plate;
Remove each form after the grout has hardened; "
Remove the grout outside each masonry plate to the :i
base of the masonry plate;
Bevel off the grout neatly to the top of the
masonry; and t.
Place no additional load on the masonry plate until -. "
the grout has set at least 72 hours. J
12
13
14
15
16
17
18
19
20
21
22
1.
6.
7.
23
24
25
26
27
28
29
3D
31
6-02.3(23)
opening to Traffic
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The first sentence of the first paragraph is revised to read:
33
34
35
Bridges with a roadway slab made of portland cement concrete shall
remain closed to all traffic, including construction equipment,
until the concrete has attained the minimum ultimate strength.
36
The following paragraph is added after the first paragraph:
37
38
For load restrictions on bridges under construction,
Section 6-01. 6.
39
6-02.3(24)11
Field Bending
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Under TABLE 2, Bar Size, "No.3 thru No. 11" is revised to "No.9
thru No. 11".
6-02.3(24)C
Placing and Fastening
The fourth paragraph is replaced with the following two paragraphs:
For Slip-formed concrete, the reinforcing steel bars shall be tied
at all intersections and crossbraced to keep the cage from moving
during concrete placement. Crossbracing shall be with additional
reinforcing steel. Crossbracing shall be placed both
longituindally and transversely.
After reinforcing steel bars are placed in a traffic or pedestrian
barrier and prior to Slip-form concrete placement, the Contractor
shall check clearances and reinforcing steel bar placement. This
check shall be accomplished by using a template or by operating the
Slip-form machine over the entire length of the traffic or
pedestrian barrier. All clearance and reinforcing steel bar
placement deficiencies shall be corrected by the Contractor before
Slip-form concrete placement.
6-02.3( 24)F
Mechanical Butt Splices
This subtitle is revised to read:
6-02.3(24)F Mechanical Splices
The first sentence of the first paragraph of this section is
revised to read:
The Contractor shall form mechanical splices with an
Engineer-approved system using sleeve filler metal, threaded
coupling, or another method that complies with this section.
In the fourth paragr~ph, the first sentence under Item 1 is revised
to read:
Tension splices shall develop at least 130 percent of the
yield tensile strength specified for the unspliced bar.
The fourth paragraph is supplemented with the following:
3. Maximum allowable bar size
a.
b.
Mechanical butt splice
Mechanical lap splice
No. 14 bar,
No. 6 bar.
The second sentence of the seventh paragraph is revised to read:
The operator shall prepare six test splices (three vertical,
three horizontal) using bars having the same MSHTO
19
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Designation and size (maximum) as those to be used in the
work.
6-02.3(24)G
Job control Tests
The first sentence in the paragraph is revised to read:
As the work progresses, the Engineer may require the Contractor to
provide a sample splice (thermal or mechanical) to be used in a job
control test.
6-02.3(25)A
Bulb Tee Girder Flange Connection
This section is revised to read:
On bulb tee girders, camber shall be equalized before adjacent
girders are weld-tied and before keyways are filled. Keyways
between tee girders shall be filled flush with the surrounding
surfaces with grout. This grout shall have reached a compressive
strength of 3,000 psi before the equalizing equipment is removed. i;
Compressive strength will be determined by fabricating cubes in U
accordance with WSDOT Test Method 813 and testing in accordance
with AASHTO Test T 106.
I'
Welding grounds shall be attached directly to the steel plates ,. "'\,
being welded when welding the weld-ties on bulb tee girders. J
.' ,
"
Only after the grout in the keyways has reached 3,000 psi and after
girders have been weld-tied will construction equipment (other than
equalizing apparatus) be allowed on the deck.
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6-02.3(25)B
Protection of Exposed Reinforcement
I
When a girder is removed from its casting bed, all bars and strands
projecting from the girder shall be cleaned and painted with a I
minimum dry film thickness of 1 mil of paint Formula No. A-9-73.
I
The first sentence of the second paragraph is revised to read:
6-02.3(25)C
casting and Shop Plans
The second sentence of the first paragraph is revised to read:
Deviations from prestressing details shown in the Plans will not I
be permitted, except as specified.
The last
3.
sentence in the fifth paragraph is revised to read: I
Be located more than 3 inches from the outside edge of the top
flange on Series 4 through 10 girders (more than 6 inches for
Series 14 girders). I
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12
13
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[ 15
16
I 17
18
I 19
20
21
[ 22
23
24
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26
27
28
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31
I 32
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34
l 35
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This section is supplemented with the following:
The Contractor, at his option, may furnish prestressed concrete
girders Series 14 with minor dimension differences from those shown
in the Plans. The dimensions that may be changed are the 2-5/8
inch top flange taper which may be reduced to 1-5/8 inch and the
5- inch web width which may be increased to 6 inches. other
dimensions of the girder shall be adjusted as necessary to
accommodate the above mentioned changes. The overall height and
width of the girder shall remain unchanged.
If the Contractor elects to provide a series 14 girder with minor
dimension differences as specified, shop plans along with
supporting design calculations shall be submitted to the Engineer
for approval prior to girder fabrication. The girder shall be
designed for at least the same load carrying capacity as the girder
shown in the Plans. The amount of mild steel reinforcement shall
be the same as that shown in the Plans.
6-02.3(25)G
Handling and storage
The third paragraph is revised to read:
If the Contractor wishes to deviate from these handling and bracing
requirements, the vertical pickup, or the pickup location, the
proposed method shall be analyzed by the Contractor's engineers and
submi tted with the supporting calculations to the Engineer for
approval. The Contractor's analysis shall conform to Articles 5.2
and 5. 3 of the P. e. I. Design Handbook, Precast and Prestressed
Concrete, Third Edition, or other approved methods. The
Contractor's calculations must verify that the concrete stresses '
in the prestressed girder do not exceed those listed in section I
6-02.3(25)J.
6-02.3(25)K
strength
The first paragraph is supplemented with the following:
When two or more girders are cast in a continuous line and in a
continuous pour, a single set of test cylinders may represent all
girders provided the fabricator demonstrates uniformity of casting
and curing to the satisfaction of the Engineer.
The following is inserted between the first and second sentence of the
fourth paragraph:
If the fabricator casts cylinders to represent more than one
girder, all girders in that line shall be cored.
The second, third, and fourth sentences of the fourth paragraph are
revised to read:
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These cores shall measure 4 inches in diameter by 5 inches high and
shall be removed from just below the top flange, one approximately
3 feet to the left and the other approximately 3 feet to the right
of the midpoints of the girders. .
5
6-02.3(25)L
Bulb Tee Girder Depth
6
This section is revised to read:
7
6-02.3(25)L Bulb Tee Girder Dimensions
8
9
The eontractor may alter bulb tee girder dimensions as
specified, from that shown in the plans if:
1. The girder has the same or higher load carrying capacity
(using current AASHTO Design Specification);
2. The Engineer approves, before the girder is made,
complete design calculations for the girder;
3. The Contractor adjusts substructures to yield the same
top of roadway elevation shown in the Plans;
4. The depth of the girder is not increased by more than 2
inches and is not decreased;
5. The web thickness is not increased by more than 1 inch
and is not decreased;
6. The top flange minimum thickness of the girder is not
increased by more than 2 inches, providing the top flange
taper depth is decreased a corresponding amount;
7. The top flange taper depth is not increased by more than
1 inch.
8. The bottom flange width is not increased by more than 2 ,.
inches.
J
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
6-02.3(26)A
Shop Drawings
28 Item 3 of the third paragraph is revised to read:
29
30
31
Separate stress and elongation calculations shall be submitted for ,.
each tendon if the difference in tendon elongations exceeds 2 L
percent.
After the third paragraph, add the following paragraphs: 1
eouplings or splices will not be permitted in prestressing strands.
eouplings or splices in bar tendons are subject to the Engineer's I
approval,
Friction losses in post-tensioning steel shall be based on wobble 1
and curvature coefficients determined by the post-tensioning system
supplier and shall be verified during the stressing operations at
the job site. The values of these coefficients assumed for design
are shown in the Plans. I
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32
33
34
35
36
37
38
39
40
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19
, 20
21
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24
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The Contractor shall determine all points of interference between
the mild steel reinforcement and the paths of the post-tensioning
tendons. Details to resolve interferences shall be submitted with
the shop plans for approval. Where reinforcing bar placement
conflicts with post-tensioning tendon placement, the tendon profile
shown in the Plans shall be maintained. Mild steel reinforcement
for post-tensioning anchorage zones shall not be fabricated until
after the post-tensioning shop plans have been approved by the
Engineer.
6-02.3(26)B
Anchorages
This section is revised to read:
post-tensioning reinforcement shall be secured at each end by means
of an approved anchorage device which shall be of such a nature
that it will not kink, neck down, or otherwise damage the
post-tensioning reinforcement. The anchorage assembly shall be
grouted to the Engineer's satisfaction.
Anchorage zone grid reinforcement required shall be calculated by
the post-tensioning system supplier and shall be shown in the shop
plans. The anchorage zone grid reinforcement shall be furnished
and installed by the Contractor, in addition to the structural
reinforcement required by the Plans, at no additional cost to the
state. The calculation for the required anchorage zone grid
reinforcement shall be in accordance with the bursting stress
formula and procedure outlined in the post-Tensioning Institute
publication titled "Post-Tensioned Box Girder Bridge Manual," 1978
Edition.
The Contractor shall submit details, certified test reports and/or
supporting calculations, as specified below, which verify the
structural adequacy of the anchorage devices for approval by the
Engineer. This requirement does not apply where the 'anchorage
devices have been previously approved by WSDOT for the same
structure configuration. The contractor shall also submit any
necessary changes to the contract Plans. The test report shall
specify all pertinent test data. Dead ended anchorages will not
be permitted. Dead ended anchorages are defined as anchorages that
cannot be accessed during the stressing operations.
Tho Contractor's proposed anchorage devices shall meet the
requirements listed in A or B below: .
A. Bearing Type Anchorage:
1.
The computed average bearing stress on the concrete
directly beneath bearing plates shall not exceed either
of the following:
a. At service load (after all losses) -
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21
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23
24
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30
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32
33 B.
34
35
36
37
38
39
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fcp =
0.6 f'c (A'b/Ab)~ but not greater than
1.25 f'c.
b. At jacking load (before seating) -
fcp =
0.8 f'ci (A'b/Ab - 0.2)~ but not greater
than 1.25 f'ci for longitudinal tendons
anchored in the webs and not greater than
1.00 f'ci for transverse tendons anchored
in the deck slab, where:
fcp
permissible compressive concrete stress,
f'c
compressive strength of concrete,
compressive strength of concrete at time
of initial prestress, [I
f'ci =
A'b
Maximum area of the portion of the,
concrete anchorage surface that is i.
geometrically similar to and concentric !~
with the area of the anchorage
(excluding openings),
r
2.
bearing area of the anchorage excluding
openings,
The computed bending stresses in the distribution plate ~.
induced by the pull of the prestressing steel shall not
exceed 90 percent of the yield point of the material when 1
95 percent of the ultimate strength of the.
post-tensioning reinforcement is applied. The bending
stresses in the distribution plate shall be computed in
accordance with the procedure described in the article
titled "Simplified Bearing Plate Computations for
post-tensioning Ancho,;ages" published in the JUly-August I
1975 edition of the pcr Journal, and these calculations
shall be submitted with the shop plans for approval.
Ab
3.
Materials and workmanship shall conform to the applicable I
requirements of sections 6-03 and 9-06.
Other Anchorage Assemblies: I
other anchorage assemblies shall be defined as an assembly
that does not meet the requirements of item A-1 above for
bearing type anchorages. The adequacy of other anchorage I
assemblies shall be demonstrated by tests representing actual r
job site conditions. The tests shall be certified and meet
the following requirements: ,
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1. The concrete test block shall have a cross-section equal
to twice the minimum edge distance of center line of
tendon to the face of concrete in the actual structure
in' one direction and equal to the minimum spacing of the
anchorages plus 3 inches in the other direction. The
length of the concrete test block shall be at least three
times the largest cross-section dimension.
B
9
10
11
12
13
14
2. The reinforcement in the test block behind the anchorage
for a distance equal to the largest of the two
cross-sectional dimensions of the anchorage shall
simulate the actual reinforcement used in the structure.
For the remaining length of the test block, the
reinforcement may be increased as required to prevent
failure in that portion.
15
16
17
18
19
20
3 . Concrete strength at the time of testing shall not exceed
85 percent of the minimum concrete strength at the time
of post-tensioning as specified in the Plans. The
concrete strength shall be determined in accordance with
procedures as outlined in ASTM C 1074, Estimating
Concrete strength by the M~turity Method.
4. The test shall be comprised of three anchorages
separately tested or tested together in one test block.
5. Anchorages shall be capable of developing 95 percent of
the ultimate strength of the post-tensioning
reinforcement without measurable permanent distortion of
the assembly and without concrete failure in the test
block. Measurable permanent distortion is defined as a
distortion across the face of the assembly of 0.01 inch
or more using the original plane as a reference and is
measured after the test loading is released. The test
block shall be acceptable with regard to concrete failure
if the following criteria are satisfied:
a. No concrete cracks with a load of 40 percent of the
ul timate strength of the post-tensioning
reinforcement.
21
22
23
24
25
26
27
28
29
30
31
32
,..
33
34
35
o
36
37
38
39
40
41
42
43
b. Width of concrete cracks with a test load of 70
percent of the ultimate strength of the
post-tensioning reinforcement does not exceed 0.005
inch.
c. l\ftor loading to 95 percent of the ultimate strength
of the post-tensioning reinforcement and releasing
the test load, the width of concrete cracks does not
exceed 0.015 inch.
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Materials and workmanship shall conform to the applicable
requirements of sections 6-03 and 9-06.
Before installing the anchorage device, the Contractor shall
submit a Manufacturer's certificate of Compliance for the
anchorage device in accordance with section 1-06.3.
6-02.3(26)C
Metal Conduit
The second sentence of the first paragraph is revised to read:
This conduit shall maintain the required profile within a placement
tolerance of il/4 inch for longitudinal tendons and il/8 inch for
transverse slab tendons, during all phases of the work.
starting with the second sentence, the fourth paragraph is revised to
read:
Vents and drains shall be 1/2-inch mlnlmum diameter standard steel
or pOlyethylene pipe. Vents shall point upward and remain closed
until grouting begins. Drains shall point downward and remain open
until grouting begins. Ends of steel vents and drains shall be
removed 1 inch inside the concrete surface after grouting has been
completed; polyethylene vents and drains may be left flush to the i'
surface unless otherwise directed by the Engineer. eonduit vents _
are not required for transverse post-tensioning ducts in the
roadway slab unless specified in the Plans.
6-02.3(26)E
Tensioning
The seventh paragraph is revised to read:
24 As tensioning proceeds, the Engineer will be recording the applied
25 load, tendon elongation, and anchorage ccating valucc.
26 Add the following at the end of the last paragraph:
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The prestressing strands shall be cut a minimum of 1 inch from the l
face of the anchorage device.
1
Except as noted below, all classes of concrete shall be measured I
in place by the cubic yard to the neat lines of the structure as
shown in the Plans. I
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October 3, 1988
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Driving piles
The following paragraph is added after the first paragraph:
The Contractor shall not drive piling from an existing structure.
The second paragraph is revised to read:
piles shall be driven deep enough to obtain the load-bearing
capacity shown in the Plans. If the Plans specified a minimum tip
elevation, piles shall be driven to that elevation unless the
Engineer directs otherwise. If the piles do not develop the
required load-bearing capacity at the specified tip elevation, the
Contractor shall continue driving them until they reach bearing
capacity. If no tip elevation is specified, piles shall extend at
least 10 feet below the bottom of the concrete footing and 15 feet
below the bottom of the concrete seal.
Numbers 1. and 3. of the fifth paragraph are revised to read:
1. Secure the minimum depth specified,
3. Obtain the specified minimum tip elevation, or
The second sentence of the sixth paragraph is revised to read:
In this case, the Contractor will not be required to: (1) use any
special means, such as jetting or preboring, to achieve the
additional penetration: (2) bear the expense of removing or
replacing any pile damaged by overdriving: or (3) bear the expense
of overdriving the pile more than 3 feet as specified in Section
6-05.5.
6-05.3(2)B
Driving
The fourth paragraph is revised to read:
The Contractor shall use full length timber piles. Treated timber
piles shall have pressure treated tips.
6-05.3(4)
Cast-In-Place eoncrete Piles
The first sentence is revised to read:
These shall consist of steel casings or shells driven into the
ground, reinforced as specified, and filled with Class AX concrete.
6-05.3(6)e
splicing
The third sentence of the first paragraph is revised to read:
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6-05.5
Payment
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The third sentence of the paragraph following number 5. "Driving St.
pile", per each, is revised to read:
6
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9
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When overdriving piles as specified in Section 6-05.3(I)B, payment
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contract price for "Driving (kind) pile". Additional penetration
beyond the first 3 feet of overdriving will be paid for on the
basis of force account work as covered in section 1-09.6.
11
12
SECTION 6-10, CONCRETE BARRIER
August 29, 1988
13
6-10.3
Construction Requirements
14
This section is revised to read:
15
16
In all barriers, the eontractor shall use air-entrained concrete
that complies with Section 6-02.3(3)A.
17
6-10.3(2)
Cast-In-Place eon crete Barrier
18
The third sentence of the third paragraph is revised to read:
The barrier shall be cured in accordance with the requirements "
described in section 6-02.3(11)A.
19
20
21
22
SECTION B-21, PERMANENT SIGNING
January 25, 1988
"
23
8-21.3(9)B
Nonshrink Grout
24
This Section is revised to read:
25
8-21.3(9)B Grout
Grout shall conform to the requirements of section 6-03.3(36).
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SECTION 9-03, AGGREGATES
August 29, 1988
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Grading
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Fine aggregate for portland cement concrete shall be Class 1 or 2
gradation only. Class 1 may be used for all classes of concrete;
Class 2 use will be limited to concrete Class B, C, D, or DX unless
stated otherwise in the specif ications. Fine aggregate for
concrete in slip-formed traffic or pedestrian barriers may be
either Class 1 or Class 2.
7
9-03.1(2)D
Mortar strength
8
9
This section is deleted in its entirety, and is replaced by the
following:
10
9-03.1(2)D Vacant
11
9-03.8(3)A
Gradation - Future Use
12
13
In the FINE AGGREGATE table, the percent passing U.s. No. 200 sieve for
the various classes of asphalt concrete is revised to read:
14
15
Class
U.S. No. 200
B
5.0-9.0
D
2.0-5.0
E F G
3.0-12.0 3.0-12.0 3.0-7.0
16
9-03.8(6)
Proportions of Materials
17
18
19
In the GRADING AND ASPHALT REQUIREMENTS table, the percent passing the
U. S. No. 200 sieve for the various classes of asphalt concrete is
revised to read:
20
21
Class
U.S. No. 200
B
3.0-7..0
D
2.0-5.0
E
2.0-9.0
F
2.0-8.0
G
3.0-7.0
22
9-03.15
Test Methods for Aggregates
23
24
25
In the tabulation on Page 493, Test Method AASHTO T 150 titled
Percentage of Particles of Less than 1.95 Specific Gravity is deleted,
and replaced with:
Lightweight pieces in Aggregates, Test Method WSDOT No. 122
26
27
28
SECTION 9-07, REINFORCING STEEL
December 12, 1988
29
9-07.2
Deformed Steel Bars
30
The first paragraph is revised to read:
Defomod steel bars for concrete reinforcement shall conform to the
requirements of AASHTO M 31 Deformed and Plain Billet Steel Bars
for Concrote Reinforcoment, Grade 60, or ASTM 1.-706, LOW-AllOY
Stoel, Deformed Bars for Concrete Reinforcement. However, in
computing tho ultimate unit tensile stress from test data, tho are~
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9-07.3
Epoxy-Coated steel Reinforcing Bars
7
Item 1 of the first paragraph is revised to read:
8
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1. The list of steel reinforcing bars acceptable for epoxy
coating shall include ASTM A-706.
10
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SECTION 9-09, TIMBER AND LUMBER
September 12, 1988
12
9-09.2
Grade Requirements
13
This subsection is revised to read:
14
15
16
Unless otherwise noted in the Plans or in the Special Provisions,
all timber and lumber shall be graded as shown in the Tabulated
Working Stress Chart except as follows:
The grade requirements for sign Posts, Mile Posts, Sawed Fence i
Posts, and Mailbox Posts are supplemented with the following:
For single post applications, the grade for Western Cedar
4" x 4" is expanded to allow No. 2 or better 11 124c -.
WCLIB, 11 42.12 WWPA.
17
18
19
20
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22
23
24
For single post applications, the grade for Western eedar -
4" x 6" is expanded to allow No. 2 or better 11 123c
WCLIB, 11 62.12 WWPA.
27
28
29
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Water, More than 6 inches in Thickness" is revised to read "struct. 1
Timber in Salt or Fresh Water, More than 5 inches in Thickness",
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Penetration and Retention
26
The table in the second paragraph is revised as follows:
30
31
SECTION 9-23, CONCRETE CURING MATERIALS AND ADMIXTURES
^pril 11, 1988
32
9-23.6
^ir-Entraining and Chomi~al ^dmixtures
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Acceptance will be on the basis of a Manufacturer's Certification
of Compliance.
The fourth paragraph is revised to read:
Acceptance will be on the basis of a Manufacturer's Certification
of Compliance.
9-23.7
Air-Entraining and Chemical Admixtures for Precast Prestressed
Concrete.
The second sentence of the first paragraph is revised to read:
Acceptance will be on the basis of a Manufacturer's certification
of Compliance.
The fourth paragraph is revised to read:
Acceptance will be on the basis of a Manufacturer's Certification
of compliance.
SECTION 9-28, SIGNING MATERIALS AND FABRICATION
February 8, 1988
9-28.15(3)
Aluminum structures
The first paragraph is revised to read:
Welding of aluminum shall be made in accordance with section 1.5
of the "Standard Specifications for Structural Supports for Highway
signs, Luminaires and Traffic signals", MSHTO 1985.
SECTION 9-31, ELASTOMERIC BEARING PADS
May 23, 1988
9-31.1
Materials
The first sentence of the first paragraph is revised to read:
Elastomeric bearing pads shall conform to the requirements of
AASHTO M 251 and be constructed of virgin crystallization resistant
polychloroprene (neoprene).
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SPECIAL PROVISIONS
The following Special provisions supersede any conflicting prOVISIons
of the 1988 Standard Specifications for Road, Bridge, and Municipal
Construction adopted in January, 1988, and the foregoing amendments to
the Standard Specifications and are made a part of this contract.
It shall be understood that all references to state officers in the
above mentioned standards shall mean the corresponding county offices
for the purposes of this contract. For example, all references to
Highway commission shall mean the Board of County Commissioners, and all
references to the Director of Highways shall mean the County Engineer.
The term "Engineer" as used in these specifications or in the standard
specifications, whenever they apply, refers to the County Engineer,
eounty of Jefferson, who is in charge of this work or in his absence,
the County Engineer's representative. The Engineer may be contacted at
the Courthouse, P.O. Box 1220, 1820 Jefferson Street, Port Townsend, WA,
98368, Telephone Number (206) 385-9160.
PREQUALIFICATION OF BIDDERS
October 22, 1984
section 1-02.1 is deleted for this project.
DATE Of'. OPENING BIDS
Sealed bids will be received at the following location before the
specified time:
Jefferson County Commissioners Office, 1820 Jefferson Street,
P.O. Box 1220, Courthouse, Port Townsend, WA 98368.
The bid opening date for this project shall be Monday, May 22, 1989. The
bids will be publicly openp.d and read after the time specified in the
Call For Bids on this date.
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DESCRIPTION OF WORK
This contract provides for the improvement of 0.04 miles of Maple ereek
Road, County Road No. 135109, O.oj miles of Owl Creek Road, County Road
No. 137909, C.R.O. 719, in Jefferson County, by replacing existing log
bridge with a permanent 20-foot wide, single lane concrete bridge and
constructing single lane approaches including grading, drainage, and
various other work as described in the contract documents.
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2 County Funds are involved in this project.
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OTHER CONTRACTS OR OTHER WORK
November 2, 1981
d
Referring to the second paragraph of section 1-05.14, it is anticipated!!
that the following work adjacent to or within the limits of this project
will be performed by others during the life of this project:
5
6
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Installation relocation, or removal of existing facilities by
the following utility companies:
8
9
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10
11
elallam eounty P.U.D. No.1
Peninsula Telecom
12 AMERICAN-MADE MATERIAL
13 April 16, 1984
14 The provisions of section 1-06.5 shall apply in all respects except for
15 the bid items permanently incorporated into the project comprised of or
16 containing steel construction material.
17 For this project, the steel construction material that is permanently
18 incorporated into the project and contained in these items shall consist
19 of American-made material only. American-made material is defined as
20 material having all manufacturing processes occur in the united states.
21 The Contractor may utilize minor amounts of foreign steel in this
22 project provided the cost of the foreign material used does not exceed
23 one-tenth of one percent of the total contract cost or $2500.00,
24 whichever is greater. A certification of Materials origin on the form
25 provided by the Engineer will be required attesting to compliance with
26 this provision prior to incorporating any materials into the project.
,..
27 PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL
28 RESOURCES
29 June 11, 1984
30 In addition to the requirements of section 1-07.1, the Contractor shall
31 comply with the following environmental provisions which are made a part
32 of the contract documents. A copy of the environmental provisions is
33 available to the Contractor at the project Engineer'S office.
34 If the Contractor's operations involve work outside the areas covered
35 by the following environmental provisions he shall advise the Engineer
36 and request a list of any additional environmental provisions covering
37 the area involved. A copy of any additional environmental. provisions
38 is also available to the Contractor at the Project Engineer'S office.
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Regulation 1 Olympic Air Pollution control Authority
2
3
STATE SALES TAX
November 2, 1981
4
5
6
The work on this contract is to be performed upon lands whose ownership
obligates the Contractor to pay State sales tax. The provisions of
section 1-07.2(1) apply.
7
8
WILDLIFE, FISHERIES AND ECOLOGY REGULATIONS
November 2, 1987
In addition to the requirements of section 1-07.5, the Contractor shall
comply with the following restrictions:
state Departments of wildlife and Fisheries
The Department of Transportation has obtained a Hydraulic Project
Approval for this project and the Contractor shall comply with all
provisions of this approval. All contacts with 'the Department of
Fisheries or th~ Department of Wildlife concerning this approval
shall be through the Engineer. The provisions of the approval are
as follows:
9
10
11
12
13
14
15
16
17
18
19
20
21
1. General bridge replacement is approved as per plan
submi tted with the Hydraulic project Application for
County Road Project C.R.O. 719, Federal Aid project BROS.
2016 (7).
22
23
2. All instream work shall be accomplished during the time
period July 1 to August 15.
3. Sedimentation of the stream shall be kept to the absolute
minimum.
24
25
26
27
28
4. Except for the limited entry described by Bank protection
Provision #2, equipment shall not enter or operate within
the ordinary high water marks of the stream.
5. No cement leachates or other toxic materials shall be
allowed to enter the stream.
29
30
31
32
6. One alder tree on the west bank may be removed. No other
tr.ee shall be disturbed.
33
34
7. The road fill shall be protected as required to prevent
erosion.
35
36
8. The center piers shall be partially removed by the use
of hand tools only which includes chainsaws. The piers
34
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revegetated with willows upon bank protection completion. h )
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Owl Creek: July 1 to August 15 1989 ~
These time limits all~w in-channel work only during I .1
the designated summer period. Other non-hydraulic ,~
construction work that does not involve the stream I ;
channel or streambanks may proceed outside the timel
limi ts of this approval, subject to permi tit
r.quir...nt. ,f ,th.r .q.n,i.. ,r juri..i,ti,n.. I :.;.;I~
This Hydraulic Project Approval is not a permit for work in material ,.
::~::e:e::;:::::s:: :~:::~ot provided in the contract. I ~
shall be cut off above the stream level and the remainder
left intact.
1
2
9.
Road fill near the west abutment which is to be removed ~,' II.
shall not enter the stream. To facilitate this, the fill
should be removed before removing the abutment logs.
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11.
Equipment may be used to assist the placement of bank
protection materials, provided it is stationed on the
banks, not driven on the streambed.
11
12
13
14
12.
The stream bank protection area shall not exceed 60 feet
per bank. The protection material shall be placed in a
non-continuous pattern which is intended for fish habitat
enhancement.
15
16
17
13.
The bank protection material shall not change the stream
hydraulics in a manner that would adversely impact the
nearby fish spawning habitat.
18
19
20
21
22
15.
A pre-construction meeting, including Jefferson county,
contractor, Department of Fisheries, and Department of
Game, shall be held on-site prior to construction.
23
24
25
16.
This approval pertains only to the provisions of 'the
fisheries and game codes. Additional authorization from
other public agencies may be necessary for this project.
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26
27
TIME LIMITATIONS:
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29
30
31
32
33
NOTE:
34
35
37
38
1.
Wator quality standards have been established for all surface I
waters of the state. For bridge or other construction with related ,
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short-term acti vi ties such as working directly in the stream /
pouring concrete, or other similar activities which temporarily
reduce the water quality, the Department must obtain approval from
the Washington state Department of Ecology for this project. The
Contractor shall comply with all provisions of the permit.
~NTAINING SILT FENeE EROSION CONTROL DEVICES
Construction Requirements
The Contractor shall be responsible for replacement, repair, removal,
relocation, and maintenance of the silt fabric fence, straw or rock darns
during the life of the contract.
This work shall be considered part of "Temporary Water POllution/Erosion
Control" work as specified in Section 1-07.15.
Payment
Payment will be on a force account basis in accordance with section 1-
09.6.
LOAD LIMITS
November 2, 1981
Except for the load limit restrictions specified in section 1-07.7, the
Contractor may operate vehicles which exceed the legal gross weight
limi tations without special permits or payment of additional fees
provided such vehicles are employed in the construction and within the
limits of this project.
Subparagraph 1 of the second paragraph of Section 1-07.7 is deleted.
WAGES
March 28, 1988
The Federal wage rates incorporated in this contract have been
established by the Secretary of Labor under United States Department of
Labor Decision No. WA88-1.
WAGE RATE FORMS
November 2, 1987
section 1-07.9 is revised by replacing the subsection titled ~eg
Documents with the following:
Before payment is made by the Local Agency of any sums due under
this contract, the Local Agency must receive from the Contractor
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Subcontracts and materials supply agreements which exceed $10,000 also ~
require certification of nonsegregated facilities as set forth in the I '.'.'.~
proposal for this project. section 1-08.1 is supplemented to require ~
that all requests for permission to sublet, assign, or otherwise dispose .~
of any portion of this contract shall be accompanied by evidence of this'n
certification by subcontractors and materials suppliers in compliance I '
with the provisions of the Equal Opportunity clause.
and each subcontractor a copy of "statement of Intent to Pay
Prevailing wages" (Form L & I Number F700-029-000) approved by the
Washington state Department of Labor and Industries.
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
Upon completion of this contract, the Local Agency must receive
from the Contractor and each subcontractor a copy of "Affidavit of
Wages Paid" (Form L & I Number F700-007-000) approved by the state
Department of Labor and Industries. In addition, the Local Agency
must receive from the Contractor a copy of "Request For Release"
(Form L & I Number F263-083-000) approved by the State Department
of Labor and Industries. These affidavits will be required before
any funds retained, according to the provisions of RCW 60.28.010,
are released to the Contractor. Forms may be obtained from the
Department of Labor and Industries. A fee of $12.50 per each
"statement of Intent to Pay Prevailing Wages" and "Affidavit of
Wages Paid" is required to accompany each form submitted to the
Department of Labor and Industries. The Contractor is responsible
for payment of these fees and shall make all applications directly
to the Department of Labor and Industries. These fees shall be
incidental to all the bid items of this contract.
20
21
22
23
If using the occupation code for wage affidavits and payrolls, and
if the project involves more than one jurisdictional area, the
Contractor shall reference the area just after the occupation code
number. For example: 10-0010 YaK.E.
24
25
CERTIFICATION OF NONSEGREGATED FACILITIES
November 2, 1981
26
27
28
29
The Contractor is advised that by signature of the bid for this project
the Contractor is deemed to have signed and agreed to the provisions of
the "Certification of Nonsegregated Facilities" which is included and
made a part of this bid proposal.
30
31
32
33
34
35
36
37
38
EQUAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES
May 13, 1985
In addi tion to the requirements of section 1-07.11 of the standard I
specifications the Contractor shall comply with the following:
39
40
41
42
RequirelIlDnt For Affirmative Action to Ensure Equal EmDloy.llllmt I
Qopol'tunity ~utive Order] 1246).
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1. The Contractor's attention is called to the Equal Opportunity
Clause and the Standard Federal Equal Employment opportunity
Construction Contract specifications set forth herein.
2. The goals and timetables for minority and female
participation, expressed in percentage terms for the
Contractor's aggregate workforce in each construction craft
and in each trade on all construction work in the covered
area, are as follows:
Women - statewide
Timetable
~
Until further notice
Minorities - bv standard MetroDolitan
statistical Area ISMSA)
6.9%
spokane, WA:
SMSA counties:
Spokane, WA --------------------------- 2.8
WA spokane.
Non-SMSA counties -------------------------- 3.0
WA Adams; WA Asotin; WA Columbia; WA Ferry;
WA Garfield; WA Lincoln, WA Pend oreil1e;
WA stevens; WA Whitman.
Richland, WA:
SMSA Counties:
Richland Kennewick, WA ---------------- 5.4
WA Benton; WA Franklin.
Non-SMSA Counties -------------------------- 3.6
WA Walla Walla.
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Yakima, WA:
SI\iSA counties:
Yakima, WA ---------------------------- 9.7
WA Yakima.
Non-SMSA Counties -------------------------- 7.2
WA Chelan; WA Douglas; WA Grant; WA
Kittitas; WA Okanogan.
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seattle, WA:
SMSA Counties:
Seattle Everett, WA -------------------- 7.2
WA King; WA Snohomish.
Tacoma, WA ----------------------------- 6.2
WA Pierce.
Non-SMSA Counties -------------------------- 6.1
WA C1allam; WA Grays Harbor I WA Island;
WA Jefferson; WA Kitsap; WA Lewis; WA
Mason; WA Pacific; WA San Juan; WA Skagit;
WA Thurston; WA Whatcom.
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Portland, OR:
SMSA Counties:
portland, OR-WA ------------------------ 4.5
WA Clark.
Non-SMSA counties -------------------------- 3.8
WA Cowlitz; WA Klickitat; WA skamania; WA
Wahkiakum.
8
9
10
11
12
These goals are applicable to each nonexempt Contractor's
total onsite construction workforce, regardless of whether or
not part of that workforce is performing work on a Federal,
federally assisted or nonfederally related project, contract
or subcontract until further notice.
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
The Contractor's compliance with the Executive Order and the
regulations in 41 CFR Part 60-4 shall be based on its
implementation of the Equal Opportunity Clause, specific
affirmative action obligations required by the specifications
set forth in 41 CFR 60-4.3(a), and its efforts to meet the
goals. The hours of minority and female employment and
training must be substantially uniform throughout the length
of the contract, in each construction craft and in each trade,
and the Contractor shall make a good faith effort to employ
minorities and women evenly on each of its projects. The
transfer of minod ty or female employees or trainees from
Contractor to eontractor or from project to project for the
sole purpose of meeting the Contractor's goal shall be a
violation of the contract, the Executive Order and the
regulations in 41 CFR Part 60-4. eompliance with the goals
will be measured against the total work hours performed.
3. The Contractor shall provide written notification to the
Engineer within 10 working days of award of any construction
subcontract in excess of $10,000 at any tier for construction
work under the contract resulting from this solicitation. The
notification shall list the name, address and telephone number
of the subcontractor; employer identification number of the
subcontractor; estimated dollar amount of the subcontract;
estimated starting and completion dates of the subcontract;
and the geographical area in which the contract is to be
performed.
29
30
31
32
33
34
35
36
37
38
39
40
4. As used in this Notice, and in the contract resulting from
this solicitation, the eovered Area is as designated herein.
~rd Federal Equal Emplovment-Qgportunity construction
~ct Speciflcations (Executive Order 11246\
1. As used in these specifications:
41
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a. Covered Area means the geographical area described in the
solicitation from which this contract resulted;
b. Director means Director, Office of Federal Contract Compliance
PrDgrams, united states Department of LabDr, Dr any person tD
whom the DirectDr delegates authDrity;
c. Employer IdentificatiDn Number means the Federal SDcial
security number used Dn the Employer's Quarterly Federal Tax
Return, U. S. Treasury Department FDrm 941;
d. MinDrity includes:
(1) Black, a person having origins in any Df the Black Racial
Groups of Africa.
(2) Hispanic, a fluent Spanish speaking, Spanish surnamed
person Df Mexican, Puerto Rican, Cuban, central American,
South American, or other spanish origin.
(3) Asian Dr Pacific Islander, a person having origins in any
of the original peoples Df the Pacific rim Dr the Pacific
Islands, the Hawaiian Islands and Samoa.
(4) American Indian or Alaskan Native, a person having
Drigins in any Df the Driginal peDples of North America,
and whD maintain cultural identification thrDugh tribal
affiliatiDn or community recDgnition.
2. Whenever the contractor, or any Subcontractor at any tier,
subcontracts a pDrtiDn of the wDrk involving any cDnstruction
trade, it shall physically include in each subcontract in excess
of $10,000 the provisions of these specificatiDns and the Notice
which cDntains the applicable goals for minority and female
participation and which is set forth in the solicitations from
which this cDntract resulted.
If the Contractor is participating (pursuant to 41 CFR 60-4.5) in
a Hometown Plan approved by the u.s. Department of Labor in the
covered area either individually or through an association, its
affirmative action obligations on all work in the Plan area
(including goals and timetables) shall be in accordance with that
Plan for those trades which have unions participating in the Plan.
Contractors must be able to demonstrate their participation in and
compliance with the provisions of any such Hometown Plan. Each
contractor or Subcontractor participating in an approved Plan is
individually required to comply with its obligations under the EEO
clause, and to make a good faith effort to achieve each goal under
the Plan in each trade in which it has employees. The overall good
faith performance by other Contractors or Subcon~ractors toward a
goal in an approved Plan does not excuse any covered Contractor's
3.
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or Subcontractor's failure to take good faith effort to achieve the
Plan goals and timetables.
4 .
The Contractor shall implement the specif ic aff irmati ve action
standards provided in paragraphs 7a through p of these
specifications. The goals set forth in the solicitation from which
this contract resulted are expressed as percentages of the total
hours of employment and training of minority and female utilization
the Contractor should reasonably be able to achieve in each
construction trade in which it has employees in the covered area.
Covered construction contractors performing construction work in
geographical areas where they do not have a Federal or federally
assisted construction contract shall apply the minority and female
goals established for the geographical area where the work is being I
performed. The Contractor is expected to make substantially uniform I I
progress in meeting its goals in each craft during the period
specified. : I
II
Neither the provisions of any collective bargaining agreement, nor
the failure by a union with whom the Contractor has a collective 1',1
bargaining agreement, to refer either minorities or women shall
excuse the Contractor's obligations under these specifications, ! ,I
Executive Order 11246, or the regulations promulgated pursuant
thereto. i I
!i
In order for the nonworking training hours of apprentices and
trainees to be counted in meeting the goals, such apprentices and n
trainees must be employed by the Contractor during the training !i
period, and the Contractor must have made a commitment to employ
the apprentices and trainees at the completion of their training, 'Ii
subject to the availability of employment opportunities. Trainees il
must be trained pursuant to training programs approved by the U.S.
Department of Labor.
5.
6.
7.
The Contractor shall take specific affirmative actions to ensure U
equal employment opportunity. The evaluation of the Contractor's
compliance with these specifications shall be based upon its effort
to achieve maximum results from its action. The Contractor shall
document these efforts fully, and shall implement affirmative
action steps at least as extensive as the following:
a.
Ensure and maintain a working environment free of harassment,
intimidation, and coercion at all sites, and in all facilities
at which the Contractor's employees are assigned to work. Tho
contractor, where possible, will dssign two or more women to
each construction project. The Contractor shall specifically
ensure that all foromen, superintendents, and other on-site
supervisory personnel are aware of and carry out the
Contractor's obligation to maintain such a working
environment, with specific attention to minority or female
individuals working at such sites or in such facilities.
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b. Establish and maintain a current list of minority and female
recruitment sources, provide written notification to minority
and female recruitment sources and to community organizations
when the Contractor or its unions have employment
opportunities available, and maintain a record of the
organizations' responses.
c. Maintain a current file of the names, addresses and telephone
numbers of each minority and female off-the..street applicant
and minority or female referral from a union, a recruitment
source or community organization and of what action was taken
with respect to each such individual. If such individual was
sent to the union hiring hall for referral and was not
referred back to the Contractor by the union or, if referred,
not employed by the Contractor, this shall be documented in
the file with the reason therefor, along with whatever
additional actions the Contractor may have taken.
d. Provide immediate written notification to the Director when
the union or unions with which the Contractor has a collective
bargaining agreement has not referred to the Contractor a
minority person or woman sent by the Contractor, or when the
Contractor has other information that the union referral
process has impeded the Contractor's efforts to meet its
obligations.
e. Develop on-the-job training opportunity and/or participate in
training programs for the area which expressly include
minorities and women, including upgrading programs and
apprenticeship and trainee programs relevant to the
Contractor's employment needs, especially those programs
funded or approved by the U.S. Department of Labor. The
Contractor shall provide notice of these programs to the
sources compiled under 7b above.
f. Disseminate the Contractor's EEO policy by providing notice
of the policy to unions and training progralns and requesting
their coope~ation in assisting the Contractor in meeting its
EEO obligations; by including it in any policy manual and
collective bargaining agreement; by publicizing it in the
company newspaper, annual report, etc.; by specific review of
the policy wi th all management personnel and with all minority
and female employees at least once a year; and by posting the
company EEO policy on bulletin boards accessible to all
employees at each location where construction work is
performed.
Review, at least annually, the company's EEO policy and
affirmative action obligations under these specHications with
all employees having any responsibility for hiring,
assignment, layoff, termination or other employment decisions
including specific review of these items with on-site
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supervisory personnel such as Superintendents, General
Foremen, etc., prior to the initiation of construction work
at any job site. A written record shall be made and
maintained identifying the time and place of these meetings, :1
persons attending, subject matter discussed, and disposition
of the subject matter.
i 1
Disseminate the Contractor's EEO policy externally by II
including it in any advertising in the news media,
specifically including minority and female news media, and 'ii, I
providing wri tten notification to and discussing the I
Contractor's EEO policy with other contractors and
Subcontractors with whom the Contractor does or anticipates
doing business.
7
8
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h.
14
15
16
17
18
19
20
21
22
23
24
1.
Direct its recruitment efforts, both oral and written to
minority, female and community organizations, to schools with
minority and female students and to minority and female
recrui.tment and training organizations serving the
Contractor's recruitment area and employment needs. Not later
than one month prior to the date for the acceptance of
applications for apprenticeship or other training by any
recruitment source, the Contractor shall send written
notification to organizations such as the above, describing
the openings, screening procedures, and tests to be used in
the selection process.
Encourage present minority and female employees to recruit
other minority persons and women and where reasonable, provide
after school, summer and vacation employment to minority and
female youth both on the site and in other areas of. a
Contractor's worJ, force.
25
26
27
28
29
j.
30
31
k.
validate all tests and other selection requirements where
there is an obligation to do so under 41 CFR Part 60-3.
conduct, at least annually, an inventory and evaluation at
least of all minority and female personnel for promotional
opportunities and encourage these employees to seek or to
prepare for, through appropriate training, etc., such
opportunities.
Ensure that seniority practices, job classifications, work
assignments and other personnel practices, do not have a
discriminatory effect by continually monitoring all personnel
and employment related activities to ensure that the EEO
policy and the Contractor's obligations under these
specifications are being carried out.
Ensure that all facilities and company activities are
nonsegregated except that separate or single-user toilet and
,..
32
33
34
35
36
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necessary Changing facilities shall be provided to assure
privacy between the sexes.
o. Document and maintain a record of all solicitations of offers
for subcontracts from minority and female construction
contractors and suppliers, inclUding circulation of
solicitations to minority and female contractor associations
and other business associations.
8.
p. Conduct a review, at least annually, of all supervisors'
adherence to and performance under the contractor's EEO
policies and affirmative action Obligations.
Contractors are encouraged to participate in voluntary associations
which assist in fulfilling one or more of their affirmative action
obligations (7a through pl. The efforts of a contractor
association, joint contractor-union, contractor-community, or other
similar group of which the Contractor is a member and participant,
may be asserted as fulfilling anyone or more of the obligations
under 7a through p of these specifications provided that the
Contractor actively participates in the group, makes every effort
to assure that the group has a positive impact on the employment
of minorities and women in the industry, ensure that the concrete
benefits of the program are reflected in the contractor's minority
and female work-force participation, makes a good faith effort to
meet its individual goals and timetables, and can p~ovide access
to documentation which demonstrate the effectiveness of actions
taken on behalf of the Contractor. The obligation to comply,
however, is the Contractor's and failure of such a group to fulfill
an obligation shall not be a defense for the Contractor's
noncompliance.
9.
A single goal for minorities and a separate single goal for women
have been established. The contractor, however, is required to
provide equal employment opportunity and to take affirmative action
for all minority groups, both male and female, and all women, both
minority and nonminority. Consequently, the Contractor may be in
violation of the Executive Order if a particular group is employed
in substantially disparate manner (for example, even though the
Contractor has achieved its goals for women generally, the
Contractor may be in violation of the Executive Order if a specific
minority group of women is underutilized).
The Contractor shall not use the goals and timetables or
affirmative action standards to discriminate against any person
because of race, color, religion, sex, or national origin.
The Contractor shall not enter into, any subcontract with any person
or firm debarred from Government contracts pursuant to Executive
Order 11246.
o
10.
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12. The Contractor shall carry out such sanctions and penalties for
violation of these specifications and of the Equal Opportunity
Clause, including suspensions, terminations and cancellations of
existing subcontracts as may be imposed or ordered pursuant to
Executive Order 11246, as amended, and its implementing regulations
by the Office of Federal Contract Compliance Programs. Any
Contractor who fails to carry out such sanctions and penalties
shall be in violation of these specifications and Executive Order
11246, as amended.
10
11
12
13
14
15
16
17
13. The Contractor, in fulfilling its obligations under these
specifications, shall implement specific affirmative action steps,
at least as extensive as those standards prescribed in paragraph
7 of these specifications, so as to achieve maximum results from
its efforts to ensure equal employment opportunity. If the
Contractor fails to comply with the requirements of the Executive
Order, the implementing regulations, or these specifications, the j
Director shall proceed in accordance with 41 CFR 60-4.8. i:
14. The Contractor shall designate a responsible official to monitor
all employment related acti vi ty to ensure that the company EEO ;;
policy is being carried out, to submit reports relating to the
provisions hereof as may be required by the Government and to keep
records. Records shall at least include for each employee the
name, address, telephone numbers, construction trade, union
affiliation if any, employee identification number when assigned,
social security number, race, sex, status (e.g., mechanic,;:
apprentice, trainee, helper, or laborer), dates of changes in
status, hours worked per week in the indicated trade, rate of pay,
and locations at which the work was performed. Records shall be
maintained in an easily understandable and retrievable form;
however, to the degree that existing records satisfy this-,
requirement, contractors shall not be required to maintain separate
records. 1
L
15. Nothing herein provided shall be construed as a limitation upon the
application of other laws which establish different standards of
compliance or upon the application of requirements for the hiring
of local or other area residents (e. g., those under the Public
Works Employment Act of 1977 and the Community Development Block
Grant Program).
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39 REQUIRED FEDERAL AID PROVISIONS
40 December 28, 1987
41
42
43
44
45
46
The Required Contract provisions Federal Aid Construction Contracts
(FIIWA 1273) and the amendments thereto supersede any confl icting
provisions of the Standard Specifications and are made a part of this
contract: provided, however, that if any of the provisions of FHWA 1273,
as amended, are less restrictive than Washington State Law, then the
Washington State Law shall prevail.
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The provisions of FHWA 1273, as a mended, included in this contract
require that the Contractor insert the FHWA 1273 and amendments thereto
in each subcontract, together with the wage rates which are part of the
FHWA 1273, as amended. Also, a clause shall be included in each
subcontract requiring the subcontractors to insert the FHWA 1273 and
amendments thereto in any lower tier subcontracts, together with the
wage rates. The Contractor shall also ensure that this section,
REQUIRED FEDERAL AID PROVISIONS, as inserted in each subcontract for
subcontractors and lower tier subcontractors. For this purpose, upon
request to the Project Engineer, the Contractor will be provided with
extra copies of the FHWA 1273, the amendments thereto, the applicable
wage rates, and this section.
DISADVANTAGED BUSINESS ENTERPRISE PARTICIPATION (DBE)
January 3, 1989
General Requirements for Recipients
For the purpose of this section (General Requirements for Recipients)
the following definitions apply:
a. "Recipient" means any entity, public or private, to whom DOT
financial assistance is extended directly or through another
recipient.
b. "Department" or "DOT" means the U. S. Department of
Transportation including its operating elements.
c. "Contractor" means one who participates through a contract or
subcontract and includes lessees.
The following is quoted from the United States Code of Regulations 49
CFR Part 23.45.
a. Each recipient shall agree to abide by the statements in
paragraphs (1) and (2) below this section. These statements
shall be included in the recipient's DOT financial assistance
agreement and in all subsequent agreements between the
recipient and any sub-recipient and in all subsequent DOT
assisted contracts between recipients or sub-recipients and
any Contractor.
( 1 ) "Policy" It is the policy of the Department of
Transportation that Disadvantaged Businesses as defined
in 49 CFR Part 23 shall have the maximum opportunity to
pnrticipate in the performance of contracts financed in
whole or in part with Federal funds under this agreement.
consequently the DBE requirements of 49 CFR Part 23 apply
to this agreement.
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11
12
13
(2) "DBE Obligation" The recipient or its Contractor agrees : j
to ensure Disadvantaged owned Businesses as defined in
49 CFR Part 23 have the maximum opportunity to
participate in the performance of contracts and
subcontracts financed in whole or in part with Federal
funds provided under this agreement. In this regard all
recipients or Contractors shall take all necessary and
reasonable steps in accordance with 49 CFR Part 23 to
ensure DBEs have the maximum opportunity to compete for
and perform contracts. Recipients and their Contractors !I
shall not discriminate on the basis of race, color, i 1
national origin, or sex in the award and performance of
DOT assisted contracts.
,!,I.
The DBE Policy statement and DBE Obligation cited above shall be made
a part of all subcontracts and agreements entered into as a result of
this contract.
14
15
16
17
Definitions
When referred to in this contract, the terms Disadvantaged Business II
Enterprise (DBE), will be construed to have the fOllowing meaning:
18
19
20
21
22
23
24
25
26
27
"Disadvantaged business" means a small business concern: (a) Which If
is at least 51 percent owned by one or more socially and
economically disadvantaged individuals, or, in the case of any
publicly owned business, at least 51 percent of the stock of which
is owned by one or more socially and economically disadvantaged
individuals; and (b) whose management and daily business operations
are controlled by one or more of the socially and economically
disadvantaged individuals who own it.
28
29
30
31
32
33
34
35
"Small business concern" means a small business as defined pursuant
to section 3 of the Small Business Act (15 U.S.C. 632) and relevant
regulations promulgated pursuant thereto (see 13 CFR Part 121),
except that a small business concern shall not include any concern
or group of concerns controlled by the same socially and
economically disadvantaged individual(s) which has annual average
gross receipts in excess of $14,000,000 over the business's
previous three fiscal years.
"Socially and economically disadvantaged individuals" means those
indi viduals who are citizens of the United states (or lawfUlly
admitted permanent residents) and who are Black Americans, Hispanic
Americans, Native Americans, Asian-Pacific Americans, or
Asian-Indian Americans and any other minorities or individuals
found to be disadvantaged by the Small Business Administration
pursuant to section 8 (a) of the Small Business Act. Recipients
shall make a rebuttable presumption that individuals in the
following groups are socially and economically disadvantaged.
RecIpients also may determine, on a case-by-case basis, that
36
37
38
39
40
41
42
43
44
45
47
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individuals who are not a member of one of the following groups are
socially and economically disadvantaged.
(a) "Black Americans," which includes persons having origins in
any of the Black racial groups of Africa;
(b) "Hispanic Americans," which includes persons of Mexican,
Puerto Rican, Cuban, central or South American, or other
Spanish or Portuguese culture or origin, regardless of race;
(c) "Native Americans," which includes persons who are American
Indians, Eskimos, Aleuts, or Native Hawaiians;
(d)
"Asian-Pacific Americans," which includes persons
origins are from Japan, China, Taiwan, Korea, Vietnam,
Cambodia, the Philippines, Samoa, Guam, the U.S.
Territories of the pacific, and the Northern Marianas;
"Asian-Indian Americans," which includes persons
origins are from India, Pakistan, and Bangladesh.
whose
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Women shall be presumed to be sociallY and economically j
disadvantaged individuals. j
J .
DBE Eligibility J
Disadvantaged Business Enterprises proposed by the bidder to be used on
this project shall be shown as a DBE for Federal purposes on the current
list of firms accepted as certified by the Office of Minority and
Women's Business Enterprises (OMWBE) or who can produce written proof
from OMWBE showing they were accepted as certified as such prior to the
date fixed for opening bids. Such certifications are made pursuant to
authority granted by, among other things, Chapter 39.19 RCW, Chapter 326
WAC and 49 CFR.
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In addition to firms accepted as certified by OffivBE and appearing on the
above referenced list, WSDOT will accept any firm determined by the
Federal Small Business Administration to be owned and controlled by
socially and economically disadvantaged individuals under Section 8(a)
of the Small Business Act, 13 CFR, Part 121 as amended. provided that
the Washington State Office of Minority and Women's Business Enterprises
must have received a completed OMWBE application form from such firms
together with written proof of SBA B(a} certification prior to the date
fixed' for opening bids and further provided that such firms do not
exceed the size limits as contained herein under definitions.
A consolidated list of firms accepted as certified by OMWBE is available
at nominal cost from that office.
I
o
DBE firms which are not so c~rtified at the time fixed for the opening
of bids will not bo accepted by the State for participation in this
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This shall
3
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project for purposes of meeting the goals as stated below.
be true notwithstanding any later certification.
In the event the apparent low bidder, in good faith, proposes to use a
firm that is certified at the time of the submission of the bid, and
that firm is later found by the Office of Minority and Women's Business
Enterprises to be ineligible or unable to perform, then the apparent low
bidder will be required to substitute another certified firm of the kind
needed to meet the goal, before award, at no additional cost to the
State.
10
Joint Venture Approval
11
12
13
Under authority of 49 CFR, money spent on contracts awarded to joint
ventures can be counted toward goal attainment when the procedure
outlined in this specification is followed.
14
15
16
17
lB
19
20
21
22
23
24
25
Contents of joint venture agreement. The joint venture
agreement must be in wri ti.ng and signed under penalty of
perjury by all of the joint venturers. Each joint venture
agreement shall specify the contribution made by each joint
venturer; the control each will exercise; the potential for
profit or loss and the distribution thereof. Each of these
elements must be allocated in proportion to their
contribution, The joint venture agreement must also identify
the commercially useful function the joint venture will
perform and the part of the work each joint venturer will do.
The agreement must also specify which participant(s) are DBEs
and give documentation of DBE certification.
a.
26
27
28
29
30
31
32
33
34
35
36
37
38
b.
Requests for approval. Any joint venture may request approval
by the Washington state Department of Transportation. The
request must be in writing, must include a written joint
venture agreement and must contain a statement that gives
WSDOT authority to audit the joint venture. A prospective
bidder who has not been certified as a joint venture may not
be given a bid proposal unless the bidder has submitted his 1_:
joint venture agreement at least seven calendar days before
the date of opening bids for a specified project. The
agreement shall conform to the requirements of subsection (a)
of this section. WSDOT shall approve a joint venture which
submi ts an agreement that contains each of these specified
elements.
39
40
41
42
Time of request. A request for approval of a joint venture
must be submitted and approved before the time fixed for bid
opening. If the joint venture is not approved, the agency
shall award to the lowest responsive bidder or rebid.
Effect of approval. An approved joint venture is approved
only for one specific contract.
c.
43
44
d.
49
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e. 1nvestigation. WSDOT may request additional information from
an enterprise seeking approval as a joint venture. Failure
to provide the requested information shall result in the
denial of the request approval. '
f. Complaints. Complaints regarding the opposition of validity
of an approved joint venture shall be written and shall be
made to WSDOT and to OMWBE. WSDOT shall fully investigate
each complaint and issue a written report of its findings.
The report will be provided to the complainant and to OMWBE.
Concurrently, the WSDOT may investigate complaints pursuant
to its rules and Chapter 39.19 RCW.
DDE Goals
In order to comply with the requirements of 49 CFR Part 23, the state
has established a DBE goal in the amount of:
$0.00 for Disadvantaged Businesses.
The bidder shall complete and submit with the bid, a Disadvantaged
Business Enterprise Utilization Certification which has been made a part
of the proposal. This certification shall be used to determine whether
a bidder has complied with the DBE goal requirements. The state shall
consider as unresponsive those bids submitted which do not contain the
certification, which contain an incomplete or false certification, or
which display insufficient projected use of DBEs. The state expects
that the bidder shall make every effort, through negotiations and/or
written solicitations, to meet the above specified goal. The state
expects each bidder shall attain the goal. After bids are opened, the
state in a letter will request specific information regarding the DBEs
submitted with the bid package. This information shall describe the
work to be performed by each DBE and the total price for each item to
be paid to each DBE on this project. The total price for each item to
be paid to each DBE may not be less than the prices listed on the DBE
certification portion of the bid. If the written information provided
by the Contractor indicates a greater dollar value of work to DBE's than
the DBE utilization certification submitted with the bid, then the
greater dollar value indicated in the information will be included as
a condition of award.
counting DOE Participation Toward Meeting Goals
DBE participation shall be counted toward meeting goals set in
accordance with the following criter1a:
a. Except as specified below, the total dollar value of the
contract aWarded to the DBE is counted toward the DOE goal.
b.
^ portion of the total dollar value of a contract with an
eligible joint venture equal to the percentage of the
50
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14
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26
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ownership and control of the DBE partner in the joint venture
will be counted toward the DBE goal.
As described below, expenditures for materials and supplies
obtained from DBE suppliers and manufacturers are counted
toward the DBE goal, provided that the DBE assumes the actual
and contractual responsibility for the provision of the
materials and supplies.
(1) Manufacturers. A Contractor may count toward its DBE
goal 100 percent of its expenditures for materials and
supplies required under a contract and obtained from a
DBE manufacturer onlv if WSDOT approves the description
of the DBE's responsibilities for manufacturino the
supolies in advance of the bid openino. To obtain WSDOT
approval, the bidder or manufacturing firm must submit
a written request which must be received by WSDOT no
later than ten days prior to bid opening describing the
manufacturing process the DBE will perform. Once a
firm's manufacturing process has been approved it is not
necessary to resubmit the firm for approval unless the
manufacturing process is changed. If WSDOT approval of
the manufacturing process is not obtained prior to the
time fixed for opening bids, the expenditure to the DBE
manufacturer cannot be counted at full value. Partial
counting of the DBE amount Inay be allowed as a regular
dealer or as a service provider as described below.
For purposes of this section, a manufacturer is a firm
that operates or maintains a factory or establishment
that produces on the premises the materials or supplies
obtained by the Contractor.
(2) Regular Dealers. A Contractor may count toward its DBE
goal 60 percent of its expenditures for materials and
supplies required under a contract and obtained from a
DBE regular dealer only if WSDOT approves them in adv~
Qf...J;U..~.n.in.9... 'fo obtain approval, the bidder or
regular dealer must submit a written request which must
be received by WSDOT no later than ten days prior to bid
opening describing the regular dealer's responsibilities.
Once a firm's regular dealer status has been approved it
is not necessary to resubmit the firm for approval unless
the operating procedures change. If WSDOT approval of
the regular dealer's status is not obtained prior to the
time fixed for opening bids, the expenditure to the DBE
regular dealer cannot be counted at 60 percent. Partial
counting of the DBE amount may be allowed as a service
provider as described below.
For purposes of this section, a regular dealer is a firm
that owns, operates, or maintains a store, warehouse, or
51
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other establishment in which materials or supplies
required for the performance of the contract are bought,
kept in stock, and regularly sold to the public in the
usual course of business. To be a regular dealer, the
firm must engage in, as its principal business and in its
own name, the purchase and sale of the products in
question. A regular dealer in such items as steel,
cement, gravel, stone, and petroleum products need not
keep such products in stock if it owns or operates
distribution equipment. Brokers and packagers shall not
be regarded as regular dealers within the meaning of this
section.
d. service Providers: A Contractor may count toward its DBE goal
the following expenditures to DBE firms that are not approved
as manufacturers or regular dealers:
(1) The fees or commissions charged for providing a BONA' FIDE
service, such as professional, technical, consultant, or
managerial services and assistance in the procurement of
essential personnel, facilities, equipment, materials,
or supplies required for performance of the contract,
provided that the fee or commission is determined by
WSDOT to be reasonable and not excessive as compared with
fees customarily allowed for similar services.
(2) The fees charged for delivery of materials and supplies
required on a job site (but not the cost of the materials
and supplies themselves) when the hauler, trucker, or
delivery service is not also the manufacturer of or a
regular dealer in the materials and supplies, provided
that the fee is determined by WSDOT to be reasonable and
not excessive as compared with fees customarily allowed
for similar services.
(3) The fees or commissions charged for providing any bonds
or insurance specifically required for the performance
of the contract, provided that the fee or commission is
determined by WSDOT to be reasonable and not excessive
as compared with fees customarily allowed for similar
services.
If any of the aforementioned manufacturer or supply services are
commercially unnecessary, such as the case when a firm acts only as a
passive conduit in the supply process or duplicates a service provided
by others in the same chain of supply from manufacturer to purchaser,
no credit will be granted toward the DBE goal.
Selection of Successful Bidder
The successful bidder shall be selected on the basis of his having
submi tted the lowest responsive bid which has met the DBE goal as
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established elsewhere in these contract documents. Should the low and
otherwise responsive bidder fail to attain the goal, responsiveness
shall be determined on the basis of good faith efforts taken to attain
the goal. The State has established the following objective measurement
of good faith. Good faith shall be determined in light of the DBE
participation attained by all bidders and by comparing the DBE
participation to the average DBE participation by all bidders. For, \
purposes of computing the average DBE participation, only that amount ! \
of the DBE goal attainment which does not exceed the established goal
shall be used. Should the low bidder's DBE participation be lower than Ii
the average, the bid shall be considered unresponsive and shall be I
rejected. If the lowest bid is rejected, the next lowest bid, or bids,
shall be examined under the foregoing criteria until the contract is I.
awarded or all bids rejected. II
q
15
DBE Contract Compliance
16
17
18
j i
The State will include a letter to the successful bidder setting forth I!
the Contractor's DBE obligations as a condition of award. Such letter
shall be construed as a contract specification at the time of award.
Ii
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Only expenditures to DBEs that perform a commercially useful function'
in the work of a contract will be counted toward the DBE goal. A DBE
is considered to perform a commercially useful function when it is I'
responsible for execution of a distinct element of the work of a J
contract and carrying out its responsibilities by actually performing,
managing, and supervising the work involved. To determine whether a DBE '
is performing a commercially useful function, the State may evaluate the 1\
amount of work subcontracted, industry practices, and other relevant
factors. .
19
20
21
22
23
24
25
26
27
I,
if
To ensure all obligations under contracts awarded to DBE are met, the
State shall review the Contractor's DBE involvement efforts during the
performance of the contract. The Contractor shall bring to the
attention of the State any situation in which regularly scheduled !(
progress payments are not made to DBE subcontractors.
1f
If DBE work is diminished or deleted by change order, other work of I,
equivalent value shall be substituted by the Contractnr to the same DBE -
or substitute another certified DBE to perform equivalent value work or
provide good faith effort documentation. f
In the event the DBE expects to share the resources of the prime
contractor in the form of facilities, financial assistance, equipment
or personnel, a written plan shall be submitted by the Contractor to the
Washington State Department of Transportation Office of Minority Affairs
before the DUE cClmmences work describing the facilities, financial
assistance, equipment or personnol to be shared to ensure that no
violation to the performance of the commercially useful function occurs.
If the DeE is sharing resources with other than the prime contractor,
the above information shall be provided as requested by the Engineer.
o
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29
30
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32
33
34
35
36
37
38
39
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43
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This information, among other things, will be used by the WSDOT Office
of Minority Affairs to ascertain the compliance of the contractor(s)
with the commercially useful function provision of this specification.
statutory Penalties
5
6
7
8
9
10
11
12
13
14
If a person, firm, corporation, or business does not comply with any
provision of this contract required under Chapter 39.19 RCW, the State
may withhold payment, debar the Contractor, suspend or terminate the
contract, and subject the Contractor to civil penalties of up to ten
percent of the amount of the contract for each violation. willful
repeated violations, exceeding a single violation, may disqualify the
contractor from further participation in state contracts for a period
of up to three years. An apparent low-bidder must be in compliance with
these contract provisions as a condition precedent to the granting of
a notice of award by WSDOT.
15
Further Information
16
17
If further information is desired concerning Disadvantaged Business
Enterprise participation, inquiry may be directed to:
18
19
20
21
22
23
Maurice Alexander
Construction Office
Washington state Department of Transportation
Transportation Building
Olympia, WA 98504
or telephone - (206) 586-2264.
24
25
26
Proposal
The Disadvantaged Business Enterprise utilization certification form is
made a part of this contract and is attached to the proposal.
27
28
29
30
31
n
33
INDIAN PREFERENCE AND TRIBAL ORDINANCES
August 19, 1985
This project is located near the Hoh Indian Reservation and Quinault
Indian Reservation, therefore may be subject to various tribal laws and
taxes. Tribal Employment Rights ordinances (TEROs), providing for
Indian preference in employment, training, and subcontracting may also
apply. For specific details, the Contractor should contact:
34
35
36
37
38
39
Hoh River Reservation
He-so Box 917
Forks, Wa 98331
Attention: David Nilsen
Exec. Director
Telephone: (206)-374-6582
ouinault Indian Reservation
P.O. Box 189
Taholah, Wa. 98587
Attention: Debby Martin
Telephone: (206)-276-8211
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Although Indian preference cannot be compelled or mandated by the state,
there is no limitation whereby voluntary Contractor or subcontractor
initiated preferences are given, if otherwise lawful. 41 CFR 60-l.5(a)6
provides as follows:
5
6
7
8
9
10
11
12
13
14
15
16
17
18
Work on or near Indian reservations --- It shall not be a violation of
the equal opportunity clause for a construction or nonconstruction
contractor to extend a publicly announced preference in employment to
Indians living on or near an Indian reservation in connection with
employment opportunities on or near an Indian reservation. The use of
the word "near" would include all that area where a person seeking
employment could reasonably be expected to commute to and from in the
course of a work day. Contractors or subcontractors extending such a
preference shall not, however, discriminate among Indians on the basis
of religion, sex, or tribal affiliation, and the use of such a
preference shall not excuse a Contractor from complying with the other
requirements as contained in the August 25, 1981 Department of Labor,
Office of Federal Contract Compliance Programs, Government Contractors
Affirmative Actions Requirements.
19
20
ARCHAEOLOGICAL AND HISTORICAL OBJECTS
April 12, 1982
It is national and state pulicy to preserve, for public use, historical
and prehistorical objects such as ruins, sites, buildings, artifacts,
fossils, or other objects of antiquity that may have significance from
a historical or scientific standpoint.
Archaeological or historical objects, which may be encountered by the
contractor, shall not be further disturbed. The contractor shall
immediately notify the Engineer of any such finds.
The Engineer , '~hrough Headquarters construction, will contact the
archaeologist who will determine if the material is to be salvaged. The
Contractor may be required to stop work in the vicinity of the discovery
until such determination is made. If the archaeologist determines that
the material is to be salvaged, the Engineer may require the Contractor
to stop work in the vicinity of the discovery until the salvage is
accomplished.
Any loss of time suffered by the Contractor due to resulting delays will
be adjusted in accordance with Section 1-08.8.
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37 UTILITIES
38 November 26, 1984
39
Section 1-07.17 is supplemented by the following:
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Locations and dimensions shown in the Plans for existing facilities
are in accordance with available information obtained without
uncovering, measuring, or other verification.
Public and private utilities, or their contractors, will furnish
all work necessary to adjust, relocate, replace, or construct their
facili ties unless otherwise provided for in the Plans or these
Special Provisions.
The Contractor shall call the utility Location Request Center (One
Call center), for field location, not less than two nor more than
ten business days before the scheduled date for commencement of
excavation which may affect underground utility facilities, unless
otherwise agreed upon by the parties involved. A business day is
defined as any day other than saturday, Sunday, or a legal local,
State, or Federal holiday. The telephone number for the One Call
Center for this project may be obtained from the Engineer. If no
one-number locator service is available, notice shall be provided
individually to those owners known to or suspected of having
underground facilities within the area of proposed excavation.
The Contractor is alerted to the existence of Chapter 19.122 RCW,
a law relating to underground utilities. Any cost to the
Contractor incurred as a result of this law shall be at the
Contractor's expense.
No excavation shall begin until all known facilities, in the
vicinity of the excavation area, have been located and marked.
The following addresses and telephone numbers of utility companies known
or suspected of having underground facilities within the area of
proposed excavation are supplied for the Contractor's convenience:
Peninsula Telecom
P.O. Box 90
Forks, Wa 98331
Attention: Dick Wentworth
Telephone: (206) 374-6212
Clallam county P.U.D. No. 1
119 1st. Ave. NE
Forks, Wa 98331
Attention: Les Klontz
Telephone: (206) 374-6201
PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE
May 31, 1988
In add! tion to the requirements of section 1-07.18, the Contractor shall
comply with the following:
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15
16
The cost to name the state as being insured as required by section
1-07.18 shall be reported to the Engineer on DOT Form 421-025,
PUblic Liability and Property Damage Insurance certification. This
certification shall identify only the cost to provide insurance
coverage for the State in accordance with Section 1-07.18 and shall
not include any cost for the Contractor's portion of the insurance.
The Contractor shall make every effort to identify the cost.
However, in the event the cost is not identifiable, the Contractor
will be permitted to report that fact in order to comply with the
requirements of this subsection. The certification shall be
submitted to the Engineer as soon as the cost can be identified but
not later than when the Contractor signs and returns the Final
Contract Voucher Certification for final payment as provided in
section 1-09.9. This certification shall be subject to audit, in
accordance with section 1-09.12, to ensure the costs are properly
reported.
17
18
EMERGENCY TRAFFIC CONTROL
January 9, 1984
In addition to the requirements of section 1-07.23,
provisions shall apply:
When required by the Engineer or before beginning work on the
project"the Contractor shall designate a supervisory employee to
be in continuous responsible charge of traffic control, and shall
provide the engineer with a list of not more than six supervisory
empl.oyees that may be called for emergency traffic control as
needed during nonworking hours. The list shall include the
employees' telephone numbers and the Contractor shall have at least
one of these employees available at any time. The State will
furnish the Contractor with a similar list of the Engineer'S
employees.
19
20
the following
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
When the Contractor's employees are called out to provide emergency
traffic protection during nonworking hours, payment for labor, ~f
equipment, and materials deemed necessary by the Engineer will be h
made in accordance with Section 1-09.6.
No payment, other than provided for by section 1-07.23, will be V
made for traffic control during the Contractor's normal working
hours or such hours as actually worked.
39
40
41
42
1
The Contractor shall keep lanes and shoulders clear of equipment and I
materials during non-working hours. Equipment and materials shall not
be stored wi thin 10 feet from the edge of the traveled way unless
protected by permanent guard rail or concrete barrier. The Contractor's I
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TRAFFIC CON'rROL
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employees and agents shall not park private vehicles along the traveled
way or shoulder.
that the
in stages,
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3
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construction of the replacement bridge requires
structure be moved to its temporary position
maintaining traffic through the worksite.
The Contractor shall not close the road to traffic during construction
operations. The detour structure, embankments, signing, etc., shall be
operable before closure of the existing bridge.
6
7
8
9
10
11
The Contractor shall keep lanes and shoulders open to traffic. signs
and traffic control devices which are misplaced, mutilated, or destroyed
shall be replaced by the Contractor without delay.
12
13
14
Traffic cones used on this project shall be a minimum of 28 inches in
height and if used during hours of darkness shall be reflectorized with
a reflectorized band, per MUTCD standards.
15
16
17
18
When unforseen conditions occur which require extra traffic control, the
Contractor shall cooperate with the Engineer in providing appropriate
traffic control to ensure safety to the traveling public and the
personnel and equipment working on this project.
All costs incurred by the Contractor in maintaining and protecting
traffic, as specified herein, including devices, and mobilization and
transporting traffic control equipment shall be included in the unit
contract prices for the items of work involved in the project, except
the costs for "Maintenance And Protection of Traffic"; "Traffic Control
Labor"; and Construction signs Class A" which will be paid for as
provided in section 1-07.23(5), and except for all costs for furnishing
and installing permanent signing as specified in the Standard
specifications.
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19
20
21
22
23
24
25
26
27
28
29
PUBLIC CONVENIENCE AND SAFETY
September 13, 1982
The construction safety zone for this project is 10 feet from the
outside edge of the traveled way.
During nonworking hours equipment or materials shall not be within the
safety zone unless it is protected by permanent guard rail or temporary
concrete barrier. The installation and location of temporary concrete
barrier, if used, shall have the approval of the Engineer.
During the actual hours of work, unless protected as described above,
only materials absolutely necessary to construction shall be within the
safety zone and only construction vehicles absolutely necessary to
construction shall be allowed within the safety zone or allowed to stop
or park on the shoulder of the roadway.
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31
32
33
34
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37
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39
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Parking ot employee vehicles shall not be within the safety zone at any
time unless protected as described above. All deviations from the above
requirements shall have the written approval of the Engineer.
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CONSTRUCTION SIGNING
December 12, 1988
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In addition to the requirements of section 1-07.23(3), the following
provisions shall apply:
The required signs will be available at the Hadlock county Shop,
371 Chimacum Road, Chimacum, Washington, 98339, on normal work
days. The Contractor shall make arrangements with the Engineer
prior to picking up the signs. The Contractor shall sign an
itemized receipt at the time of acquisition.
8
9
10
11
12
13
14
15
16
17
18
19
Signs shall be returned to the Hadlock County Shop, 371 Chimacum
Road, Chimacum, Washington, 98339 when their need has ceased, as
determined by the Engineer. The value of signs furnished by the
State to the Contractor is fixed at $8.00 per square foot. The
value of such signs which are damaged or not returned as provided
in section 1-07.23 (3) will be deducted from payment due or to
become due the Contractor.
20
21
SPECIALTY ITEMS
November 2, 1981
22
23
24
For the purpose of determining the percentage of work that may be
subcontracted as specified in Section 1-08.1, the following items on
this contract are designated as Specialty Items:
"Beam Guard Rail Type 1"
"Beam Guard Rail Anchor, Alternate Type 1"
"10 IN. x 10 IN. Treated Timber Post"
"Permanent Signing"
25
26
27
28
29
30
SUBCONTRACTING
October 3, 1988
33
34
35
36
37
38
W
I
Prior to any subcontractor or agent beginning work on this project,
the Contractor shall submit to the Engineer a certification (WSDDT '}
For~ 420-004) that a written agreement between the Contractor and
the subcontractor or between the subcontractor and any agent to the
subcontractor has been executed. This certification shall also
guarantee that these subcontract agreements include all the
31
32
In addition to the requirements of Section 1-08.1, the fOllowing shall
apply to this contract:
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documents required by the Special provision entitled REQUIRED
FEDERAL AID PROVISIONS.
A subcontractor or an agent to the subcontractor will not be
permitted to perform any work under the contract until the
following documents have been completed and submitted to the
Engineer:
1. Request to Sublet Work (Form 421-012),
2. State of Intent to Pay Prevailing Wage (Form 421--022),
and
3. Contractor and Subcontractor or Agent certification for
Federal-aid Projects (Form 420-004).
The Contractor's records pertaining to the requirements of this
Special provision shall be open to inspection or audit by
representatives of the Department during the life of the contract
and for a period of not less than three years after the date of
acceptance of the contract. The Contractor shall retain these
records for that period. The Contractor shall also guarantee that
these records of all subcontractors and agents shall be open to
similar inspection or audit for the same period.
PROGRESS OF WORK
November 2, 1981
In accordance with Section 1-08.3, the Contractor shall prepare and
submit the progress schedule in the form of bar graphs developed under
the critical path method, P.E.R.T., or other similar methods. The bar
graph shall be supplemented by the arrow diagram and activity listing
used in its preparation. The progress schedule shall be in sufficient
detail that progress of the work can be evaluated accurately at any time
during the performance of the contract.
TIME FOR COMPLETION
November 2, 1981
This project shall be completed in accordance with the provisions of
Section 1-'08 within 60 working days.
FORCE ACCOUNT MOBILIZATION
November 2, 1981
The following contract items may be eligible for forca account
mobilization as provided for in section 1-09.6:
"Temporary Water POllution/Erosion Control"
"Roadside Cleanup"
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MEASUREMENT AND PAYMENT
May 23, 1983
The quantity of the following items to be paid for on this project shall
be the quantity shown in the Bid Proposal, unless changes are made in
accordance with section 1-04.4 which affect this quantity. The quantity
shown in the Bid Proposal will be adjusted by the amount of the change
and will be paid for as specified in section 1-04.4.
"Steel Reinforcing Bar for Bridge Ends"
"Concrete Class B for Bridge Ends"
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The quantities in the Bid Proposal are listed only for the convenience II
of the Contractor in determining the volume of work involved and are not !I
guaranteed to be accurate. The prospective bidders shall verify these
quanti ties before sUbmitting a bid. No adjustments other than for
approved changes will be made in the quantity even though the actual
quantities required may deviate from those listed.
16
17
18
The unit contract price for these items shall be full pay for all
materials, labor, equipment and tools necessary to construct and
complete this portion of the work.
II
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19
20
CLEARING AND GRUBBING
November 2, 1981
Construction Requirements
Clearing and grubbing on this project shall be performed in accordance Ill.
with section 2-01 and within the following limits: L
21
22
23
24
Clearing limits shall be set by the County.
II
25
26
ROADSIDE CLEANUP
November 2, 1981
If
27
Construction Requirements I
In addition to the requirements of Section 2-01. 3 (4) the following work ~ ,....
shall also be included in this item:
From the north shoulder edge of the Construction line to the north 1
shoulder edge of the Detour line.
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REMOVAL OF STRUCTURES AND OBSTRUCTIONS
November 2, 1981
34
Description
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The following items shall be removed and disposed of in accordance with
the requirements of Section 2-02:
l. Flexible Guide Post, D 10+60 to D 11+19 Lt. and Rt.
2. Modified Rigid Guide Post, D 11+19 to D 12+04 Lt. and Rt.
3. Flexible Guide Post, D 12+04 to D 12+50 Lt. and Rt.
3
4
5
6
7
8
9
10
All costs involved in these items of work shall be included in the unit
contract prices per each for "Flexible Guide Post" and per each for "
Modified Rigid Guide Post" and shall be full compensation for furnishing
all materials, labor, tools, and equipment necessary to perform the work
as specified.
11
REMOVING WIRE FENCE
12
13
14
15
16
17
18
Where shown in the plans, and as staked by the Engineer, the Contractor
shall remove existing wire fence and posts in their entirety. No ,close
cutting of posts will be permitted. Posts holes shall be filled with
a granular material compacted to the satisfaction of the Engineer
immediately following removal of the posts. All loose wires shall be
tightened and attached to remaining post to the satisfaction of the
Engineer.
All materials removed shall become the property of the Contractor for
disposal off the right of way.
Removing wire fence will be measured by the linear foot along the line
of existing wire fence actually removed.
The unit contract price per linear foot for "Removing Wire Fence" shall
be full compensation for furnishing all labor, equipment, tools, and
mater ials necessary to remove the existing wire fence, tighten and
secure remaining wires, fill the post holes and dispose of all removed
materials.
1
19
20
21
22
23
24
25
26
27
28
REMOVING EXISTING BRIDGE
29
30
31
32
Owl Creek Bridge, as shown in the plans, located adjacent to the detour
bridge and the bridge to be constructed, is approximately 64 feet long
by 13 feet wide. The amount of wood material contained in the structure
is unknown.
33
34
35
The portions of the existing Owl Creek Bridge which interfere with the
placement of the temporary detour structure shall be removed first as
shown in the plans under Stage 1 Constructions sequence.
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After traffic has been route over the temporary detour structure, the
existing Owl Creek Bridge shall be removed in its entirety.
The decking, running surface material and soil shall be cleanly removed
prior to pulling stringers. The stringers shall be cut in a manner to
avoid disrupting existing banks and sills. All dismantling shall be
performed in a manner to avoid disturbance of the stream.
3
4
5
6
7
8
9
10
11
The existing piles and log abutments within the wetted perimeter of the
stream shall be removed to the elevation of the stream bed. All debris
removed from the piers and abutments shall be removed from the bed of
the stream. The existing abutments on tile shore shall be removed to an
elevation at least two feet below the ground line.
Equipment necessary to remove the bridge shall only be operated from the
road bed.
12
13
14
15
16
The entire structure shall become the property of the Contractor and
shall be disposed of outside of the project limits. No waste site has
been provided for the disposal of this material.
The Contractor shall submit to the Engineer for approval his method of
bridge demolition. Demolition of the bridge shall not commence until
such approval is given in writing. Explosives shall not be used in the
demolition.
17
18
19
20
21
22
23
24
The lump sum
compensation
and expense
structure.
contract price for "Removing Existing Bridge" will be full If
for furnishing all labor, tools, equipment and other costs l
necessary for removing and disposing of the existing
25
26
DISPOSAL OF SURPLUS MA'I.'ERIAL
November 2, 1981
27 Construction Requirements
28
29
A waste site has not been provided by the state for the disposal of If
excess materials and debris.
30
31
COMPLETION OF SUBGRADE
November 2, 1981
32 Construction Requirements
33
34
35
A subgrade trimmer is not required on this project but all portions
section 2-03 shall apply as though a subgrade trimmer were specified
this project.
36 BRIDGE APPROACH h~ANKMENT CONSTRUCTION SEQUENCE
63
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2 Construction Requirements
3
section 2-03.3(14)I is supplemented by the following:
The approach embankments tor the detour route shall be completed
first with placement of the stream bed rip rap and rip rap faced
slopes before undertaking the removal of the north wooden bridge
rail and bracing, and placement of the temporary bridge structure
(85' Steel Deck Railroad Flatcar).
After placement of the temporary bridge structure, traffic shall
be moved to the detour route and the remaining portion of the
existing bridge and abutments removed. Construction of the
remaining portion of the bridge approach embankments and placement
of the stream bed rip rap and rip rap faced slopes shall be
accomplished before the building of abutments and placement of the
precast prestressed concrete slabs.
4
5
6
7
8
9
10
11
12
13
14
15
16
17
MEASUREMENT OF ROADWAY EXCAVATION AND EMBANKMENT
April 14, 1986
18
Measurement
19
20
21
22
23
24
25
26
Only one determination of the original ground elevation will be made on
this project. Measurement for roadway excavation and embankment will
be based on the original ground elevations recorded previous to the
award of this contract and, the alignment, profile grade, and roadway
section as shown in the Plans or as staked by the Engineer. Control
stakes will be set during construction to provide the Contractor with
all essential information for the construction of excavation and
embankments.
27
28
29
If discrepancies are discovered in the ground elevations which will
materially affect the quantities of earthwork, the original computations
of earthwork quantities will be adjusted accordingly.
Earthwork quantities will be computed, either manually or by means of
electronic data processing equipment, by use of the average end area
method.
30
31
32
33
34
35
copies of the ground cross-section notes will be available for the
bidder's inspection, before the opening of bids, at the office of the
Project Engineer and at the District Office.
Upon award of the contract, copies of the original ground cross-sections
will be furnished the successful bidder on request to the Project
Engineer.
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38
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STRUCTURE EXCAVATION CLASS B, INCLUDING HAUL
2
Measurement
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Structure Excavation Class B including haul, will be measured for
payment on this project to include excavation from the top of the
existing stream bed or ground line on the slopes indicated and as noted
in the plans, for the placement of the toe of the rip rap only.
Structure Excavation Class B including haul, will only be measured
inside the limits of the toe of the rip rap stream bed protection
excavation area.
10
Payment
11
12
13
The unit contract price per cubic yard for "Structure Excavation Class
B including haul" shall include all costs in connection with completing
the special excavation as specified.
14
STRUCTURE EXCAVATION
15
Construction Requirements
16
Section 2-09 is supplemented by the following:
Because of the nearness of the work to Owl Creek and the existing Owl
Creek Bridge during placement of rip rap and construction of the detour
route, the Contractor shall determine, prior to submitting a bid for
this project, the extent of the work required to assure that the stream
bed of Owl Creek is free from obstruction and protect the existing
bridge during the construction of the detour route. The Contractor's
bid shall fully reflect the extent of the work required.
Payment
17
18
19
20
21
22
23
24
25
26
27
All costs of any structure excavation required to construct the
bridge(s) to the grades and in the locations shown in the Plans shall lW
be included in the unit contract prices for the various items involved. U
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EXISTING APPROACH EMBANKMENTS
29 Descriptlon
30 The approach embankments to the existing Owl Creek bridge, shall be
31 removed to the line and grade as necessary for the placement of the rip
32 rap faced slopes shown on the Plans.
33 Payment
to
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All costs in connection with removing the approach embankments shall be
included in the unit contract price per cubic yard for "Roadway
Excavation, including haul".
4
5
SOURCE OF MATERIALS
June 14, 1982
6
Materials
7
8
9
10
No source has been provided for any materials necessary for the
construction of this improvement, other than the temporary bridge
structure (85' steel deck railroad flat car) and brass bench mark
specified elsewhere in these specifications.
11
12
13
14
The Contractor shall make arrangements to obtain the necessary materials
at no expense to the state, and all costs of acquiring, producing, and
placing this material in the finished work shall be included in the unit
contract prices for the various items involved.
HAULING ON OTHER THAN STATE HIGHWAYS
June 14, 1982
17
18
19
20
If the sources of materials provided by the Contractor necessitates
hauling over roads other than State Highways, the Contractor shall, at
the Contractor's expense, make all arrangements for the use of the haul
routes.
21
22
SITE RECLAMATION
November 2, 1981
23
Materials
24
25
26
The provisions of section 3-03 will not apply to this contract. site
reclamation shall be performed by the contracting agency on all sites
furnished by it.
27
28
29
30
31
On sites provided by the contractor, and where required by law, the
Contractor shall obtain a surface mining operating permit from the
Department of Natural Resources. Prior to commencing operations at the
site, the Contractor shall furnish evidence to the Engineer that this
requirement has been met.
32
payment
33
34
35
36
All costs involved in complying with the requirements of an operating
permit acquired from the Department of Natural Resources for
Contractor-provided sites shall be incidental to the materials to be
produced from said site(s).
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CONCRETE STRENGTH
May 16, 1983
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Construction Requirements
4
5
6
7
8
9
For the purposes of this contract, due to anticipated low strength of '! )
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concrete aggregates and subject to approval of the Engineer, . 1
water-reducing admixtures and/or additional cement may be employed for
the purposes of meeting the minimum required strength. This allowance I'
for the use of admixtures or additional cement does not pertain to items i 1
that are prestressed.
10
Payment
11
12
13
All costs involved in the use of these admixtures or additions for the
production of portland cement concrete on the project shall be included
in the unit contract prices for the applicable items of work.
14
15
REMOVING PORTIONS OF EXISTING STRUCTURE
June 6, 1988
16
Construction Requirements
17
18
19
20
21
22
23
24
25
26
The Contractor shall remove the north wooden bridge rail and bracing as
shown and noted in the Plans. The Contractor shall submit to the
Engineer for approval a demolition Plan with working drawings showing
the T.1ethod of removing portions of the existing structure. The
Contractor shall also demonstrate to he satisfaction of the Engineer
that the method and equipment for removing portions of the existing
structure are adequate for the intended purpose and will provide
satisfactory results. The removal shall not commence until approval is
given in writing by the Engineer. EXplosives shall not be used in the
demolition.
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Any damage due to the Contractor's operations, to the portions of the
existing structures which are to remain in place shall be repaired by
the Contractor at no cost to the State. ' The repair shall be as directed
by the Engineer.
When a portion of the structure is to be removed without replacement,
care shall be taken to remove to a clean line.
31
32
33
34
35
36
37
38
39
No portion of the existing structure shall be removed, and the bridge
shall not be closed to traffic until the Contractor has sufficient
material on hand, or in prospect, to permit continuous construction in
the least possible time. Before Closing the structure to traffic, the
Contractor shall furnish the Engineer with a report on the status of
material delivery and shall receive written permission before closing
the existing bridge.
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Payment
2
3
The lump sum contract price(s) for "Removing Existing Bridge" shall be
full pay for performing the work as specified.
4
DETOUR
5
6
7
8
A detour route shall be constructed and maintained by the Contractor to
facilitate replacement of the Owl Creek Bridge, in accordance with the
details shown in the Plans, these Special provisions and the Standard
Specifications.
9
10
11
12
13
The Plans indicate a method of using a 85 foot steel deck railroad
flatcar for the detour bridge structure. The railroad flatcar will be
furnished to the job site by the County for the Contractors use as the
temporary bridge structure. After removal of the temporary structure
the railroad flatcar shall remain the property of the County.
14
15
16
17
The earthwork cuts and fills, gravel base, crushed surfacing top course,
and rip rap faced slopes necessary in the construction of the detour
route are to remain in place after removal of the temporary structure
and completion of this project.
Cleanup of the roadway will be accomplished on that portion in Roadside
Cleanup described elsewhere in these contract documents.
The Contractor shall be responsible for all costs involved in the
construction, operation and maintenance involved in the construction of
the detour route. Placement and removal of the detour structure will
be paid for at the unit contract prices for the various bid items
involved.
18
19
20
21
22
23
24
25
PLACING TEMPORARY STRUCTURE (RAILROAD FLATCAR)
Description
Where shown in the plans or where designated by the Engineer, the
Contractor shall install a 85' steel deck railroad flatcar to be used
as a temporary detour bridge over Owl Creek to the line and grade as
shown on the Plans.
The Contractor shall ensure against damaging the railroad flatcar during
placement procedures and all costs in connection with damage or
replacement of the railroad flatcar, shall be borne by the Contractor.
Construction Requirements
The 85' steel deck railroad flatcar will be delivered to the job site
by Jefferson county. It is anticipated tho Gtructure will be installed
by winching it across the existing Owl Creek bridge by cat. 'l'he ends
68
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will be used separately as a pick point and winched, pushed or lifted
into position onto the preconstructed treated timbers used as mudsills
by cat. The total weight of the railroad flatcar is approximately
44,000 pounds.
5
6
7
8
9
10
The railroad flatcar shall be placed on mudsills consisting of 3 - 12
foot pressure treated timbers with blocking as required. The treated
timbers shall be firmly and evenly bedded at each end of the structure.
The railroad flatcar will be placed on the treated timbers on soil
either undisturbed or compacted to 95 percent of maximum density, as
determined by compaction control tests in section 2-03.3(14)D.
The Contractor shall prepare in advance for the possibility of reshoring
after placement of the railroad flatcar, if settlement of more than 1
inch occurs, the Contractor shall reshore it to raise the top of the
steel deck to plan elevation plus any anticipated settlement.
The Contractor is cautioned that the operations shall be conducted in
such a manner as not to damage any portion of the existing bridge,
stream bed, or rip rap faced slopes that has to remain in place during
placement of detour bridge.
Any damage occurring to the existing bridge, stream bed I temporary
structure or rip rap faced slopes arising from the accomplishment of the
proposed procedure will obligate 'che Contractor at his own expense to
correct any problems, repair, replace or otherwise make restoration to
the satisfaction of the Engineer.
If the Contractor wishes to deviate from the construction requirements,
the proposed methods shall be submitted to the Engineer.
Payment
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
Items not contained in this section or in other sections, or in the
plans, standard specifications, special provisions shall be considered
incidental to the construction, and the cost thereof shall be included
in the lump sum unit contract price for "Placing Temporary structure
(Railroad Flatcar)".
Excavation for the placement of the mudsills, railroad ties, blocking,
etc., shall be considered incidental to the placement of the temporary
structure.
32
33
34
35
36
37
38
39
40
All costs in connection with placement of the 85' steel deck railroad
flatcar, shall be included in the Lump Sum contract price for "Placing
Temporary Structure (Railroad Flatcar)" and shall be full pay for
furnishing all materials, equipment, tools, labor, and all other items
required to complete the placement of the temporary detour structure as
specified.
41
REMOVING TEMPORARY STRUCTURE (RAILROAD FLATCAR)
69
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Description
After completion of the permanent bridge structure over Owl Creek and
its opening to traffic, and the detour is no longer required, or when
directed be the Engineer, the Contractor shall remove the 85' steel deck
railroad flatcar used as the temporary detour bridge over Owl Creek in
its entirety. It shall be moved to a location west of Owl Creek and
placed on the side of Maple Creek road, as directed by the Engineer.
The removed railroad car shall remain the property of Jefferson County.
The Contractor shall ensure against damaging the railroad flatcar during
removal procedures and all costs in connection with damage or
replacement of the railroad flatcar, shall be borne by the Contractor.
Construction Requirements
It is anticipated the structure will be removed by winChing it across
Owl Creek by cat. The ends will be used separately as a pick point and
winched, pushed or lifted out of position by cat. Extreme care shall
be exercised in all operations by the Contractor to ensure there is no
disturbance to the stream bed, or rip rap faced slopes within the wetted
perimeter of the Owl Creak. Timbers shall be placed as necessary to
protect the stream bed and rip rap faced Slopes.
The Contractor shall remove all remaining materials used in the
construction of the muds ills , and construct and shape rip rap faced
slopes as specified in the plans and specifications, and Shape otherwise
disturbed areas to blend into the surrounding ground level.
The Contractor is cautioned that the operations shall be conducted in
such a manner as not to damage any portion of the proposed bridge,
stream bed or rip rap faced slopes that has to remain in place.
Any damage occurring to the proposed bridge, stream bed, temporary
structure or rip rap faced slopes arising from the accomplishment of the
proposed procedure will obligate the Contractor at his own expense to
correct any problems, repair, replace or otherwise make restoration to
the satisfaction of the Engineer.
If the Contractor wishes to deviate from the construction requirements,
the proposed methods shall be submitted to the Engineer.
Payment
Items not contained in this section or in other sections, or in the
plans, standard specifications, special provisions shall be considered
incidental to the removal, and the cost thereof shall be included in the
lump sum unit contract price for "Removing Temporary structure (Railroad
Flatcar)".
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Embankment for the displacement of the mudsills, rip rap slope shaping,
removal of railroad ties used for mudsills, blocking, etc., shall be
considered incidental to the removal of the temporary structure.
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All costs in connection with removal of the 85' steel deck railroad
flatcar, shall be included in the lump sum contract price for "Removing
Temporary Structure (Railroad Flatcar)" and shall be full pay for
furnishing all materials, equipment, tools, labor, and all other items
required to complete the removal of the temporary detour structure as
specified.
10
11
GROUT
June 6, 1988
12
Description
13
14
The Contractor shall furnish and place grout at the locations shown in
the Plans.
15
Materials
16
17
18
19
The grout shall be a prepackaged grout, mixed, placed and cured as
recommended by the manufacturer or the grout shall be produced using
Type II portland cement, fine aggregate Class 1 and water, in accordance
with the Standard Specifications.
The grout shall meet the following requirements:
U
II
20
21
REQUIREMENT
TEST METHOD
VALUES
22
Min.Compressive Strength
MSHTO T 106
4,000 psi @ 3 days
23
24
The grout shall be a workable mix with flowability suitable for
intended application.
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25
26
27
28
If the Contractor elects to use a prepackage grout, a material sample 1",1
and laboratory test data from an independent testing laboratory shall'
be submitted to the Engineer for approval with the request for approval
of material sources.
29
30
31
32
33
II
If the Contractor elects to use a grout consisting of Type II portland
cement, fine aggregate Class 1, admixture, and water, the mix '11,
proportions and laboratory test data from an independent test laboratory t
shall be submitted to the Engineer for approval with the request for ~
approval of material sources.
34
35
The Contractor shall receive approval from the Engineer before using the ~
grout.
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36
Construction Requirements
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Before placing grout the concrete on which it is to be placed shall be
thoroughly cleaned, roughened, and wetted with water to ensure proper
bonding. The grout pad shall be kept continuously wet with water until
a strength of 2,000 psi is attained.
Payment
All costs in connection with furnishing and placing the grout shall be
included in the unit contract price per each for II Precast Prestressed
Slab (26" x 69')".
BRIDGE MINOR ITEMS
November 2, 1981
Payment
For the purpose of payment, such bridge items as grout, premolded joint
filler, concrete inserts, joint sealant for sawed construction joints,
expanded polystyrene, wood blocking, adhesive, etc., for which there is
no pay item included in the proposal, are considered as bridge minor
items. All costs in connection with furnishing and installing these
bridge minor items as shown and noted in the Plans and as outlined in
these specifications and in the Standard Specifications shall be
included in the applicable adjacent item of work.
PRECAST PRESTRESSED MEMBERS
Description
A precast prestressed member is defined as a precast slab or a precast
prestressed tri beam.
Construction Requirements
The contractor, at his option, may construct precast prestressed member
bridges using precast prestressed slabs or precast prestressed tri beams
if plans of the applicable option are detailed in the Plans.
The applicable Sections of the Standard specifications relating to
prestressed concrete gl.rders shall apply to the manufacture,
transportation and erection of the precast prestressed members along
with the following:
(1) Where it applies in the text of the Standard Specifications,
reference to prestressed concrete girders shall be defined to
mean precast prestressed members.
(2) The second sentence of the first paragraph of Section 6-
02.3(25) is deleted and replaced by the following:
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(3 )
The precast prestressed members shall be maintained in
a horizontal position at all times and shall be lifted
by means of lifting loops recessed flush with the top of
the member. Before installation of the waterproofing
membrane and asphalt overlay the Contractor shall clean
the recesses, and fill them with grout level with the top
of the member. !l
section 6-02.3(25)C is supplemented by the following:
The interior slab voids of the precast prestressed slabs II
shall be formed with a wax soaked cardboard tube form
approved by the Engineer. The form shall remain in
place. 11
1.
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1
2
3
4
5
6
7
9
10
11
12
13
14
(4 )
The first paragraph of Section 6-02.3 (25)F is deleted and
replaced by the following:
28
29
The precast prestressed members shall be wi thin the
following dimensional tolerances.
II
All exterior surfaces of the precast prestressed members,
except at the construction joint between the member and I)
traffic barrier, shall be given a Class 3 finish as
specified in Section 6-02.3(14).
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+- 1/2 In.
15
16
17
18
19
20
(5)
The first paragraph of section 6-02.3(25)G is deleted and
replaced by the following:
21
22
23
24
25
The precast prestressed members shall be maintained in
a horizontal position at all times during handling and
shall be lifted by means of lifting loops located 1 foot
o inches from the member ends. Care shall be exercised
to prevent damage to the members from lifting.
26
27
( 6)
Sections 6-02.3(25)H and 6-02.3(25)I are deleted and replaced
by the following:
,..
30
Length
I
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31
Width
+- 1/4 In.
32
Depth
+- 1/4 In.
33
position of voids (Vertical)
+- 1/4 In.
34
Position of Voids (Horizontal)
+- 1/4 In.
to
35
36
37
38
Strand position
+- l/B In. from center
of gravity of strand
group and individual
strands
I
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Member Ends (deviation from
square or designated skew):
+- 1/4 In.
3
position of Lifting Loops:
+- 3 In.
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Differential Camber Between
+- 1/8 In. Per 10 Ft.
of member length
measured at midspan
but not greater than
+- 1/2 In.
1/4 In. per 10 Ft. of
member length measured
at midspan but not
greater than 1/2 In.
4
5
6
7
8
Deviation From Design Camber:
13
Mild Steel Concrete Cover:
- 1/8 In., + 3/8 In.
27
28
(7)
Immediately upon removal from the casting bed the sides
of the precast prestressed member shall be checked for
horizontal alignment. The maximum offset, measured from
a chord that extends end to end of the member, shall not
exceed an amount equal to 1/8 inch per 10 feet of member
length but not greater than 1/2 inch.
All dimensional tolerance and horizontal alignment
measurements shall be made and recorded by the
contractor, in the presence of the Engineer or his
designated representative on the day prior to Shipment
to the job site. Any precast prestressed member which
does not meet the preceding requirements will be subject
to rejection.
The first and second sentences of the second paragraph of
section 6-02.3(25)J are deleted and replaced by the following:
During shipping, the precast prestressed members shall
be supported at ~oints 1 foot 0 inches from the member
ends.
14
15
16
17
18
19
20
21
22
23
24
25
26
i
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29
30
31
,..
32
33
34
35
36
37
Precast prestressed slabs, sizes 26-7 through 26-12, may
be supported at points a maximum of 8 feet 0 inches from
the member ends during Shipping of the slabs from the
precasting yard to the jobsite. The slabs shall be
supported at points a maximum of 1 foot 0 inches from the
member ends at all other times.
The first sentence of the fourth paragraph of Section 6-
02.3(25)K is deleted and replaced by the following:
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38
39
(8 )
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12
In thc evcnt that a sufficient number of concrete test
cylinders are not molded to satisfy all testing required
on anyone member, two cores measuring 4 inches in
diameter and 5 inches in height shall be taken, one from
each side of the member as directed by the Engineer. The
cores for precast prestressed slabs shall be taken near
mid depth of the slab and within the middle third of the
span length, avoiding the rebars and strands. The cores
for precast prestressed tribeams shall be taken
immediately below the top flange and within the middle
third of the span length, avoiding the rebars and
strands.
1
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(9 )
section 6-03.3(33) is deleted and replaced by the following:
14
15
16
17
18
19
20
21
22
23
Transverse tie rods shall meet the requirements of Astm
Specification A449 and shall be galvanized in accordance
wi th AASHTO Specification Mlll. Nuts shall meet the
requirements of AASHTO Specification M 291 Grade DH and
shall be galvanized in accordance with AASHTO
Specification M 232. Hardened washers shall meet the
requirements of AASHTO specification M 293 and shall be
galvanized in accordance with AASHTO Specification M 232.
Direct tension indicators shall meet the requirements of
ASTM Specification F 959 and shall be galvanized.
The Contractor shall furnish test reports and
certificates of compliance for the direct tension
indicators to the Engineer for approval.
Each rod shall be tightened by the direct tension
indicator method to provide, at least the proof load
specified in Table 1.
24
25
26
27
28
29
30
31
32
33
34
TABLE 1
Rod Tension
e,t
t
35
36
37
~
.~
Tightening shall be done by turning the nut while the rOd!
is prevented from rotating. The load indicator shall be
placed under the nut with a hardened washer placed 1F
between the load indicator and the nut. The rod shall ~
first be brought to a snug tight condition to ensure that
the parts are brought into proper alignment and full i. '.
contoct with each other. The rod shall then be tightened
"
II
I
3/4
7/8
1
28,400
39,250
51,500
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Rod Size
--LI1L.L
Minimum Rod Tension
flbs. )
38
39
40
41
42
-13
44
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to the specified tension by attaining the gap specified
in Table 2.
3
4
5
6
~
Load indicator Average Gap to Give
Required Minimum Rod Tension
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Under turned element
(with hardened washer),
plain finish bolts
10
0.005 inch
Average gap is defined as more than 50 percent of
the gap opening on each washer being compressed to
less than or equal to the specified gap.
Inspection of Rod Tension
1
17
18
19
20
The Contractor shall install and tighten all rods. The
Engineer will observe the installation and tightening of
rods to determine that the tightening method is properly
used and that all rods have been tightened as specified.
The contractor, in the presence of the Engineer, shall
inspect the rods using a feeler gauge. All rods shall
be inspected.
After inspection the Contractor shall paint the load
indicator washer and rod per Section 9-06.5(4).
21
22
23
26
(10) section 9-19.1 is supplemented by the following:
,.
27
28
29
30
31
The concrete shall be air entrained as specified in
Section 6-02.3(3)A, if an overlay will not be placed on
the precast prestressed members when they are set in the
final permanent position. Air entraining cement shall
not be used.
32
33
34
(11) After the precast prestressed members are placed in their
final position the keyway between the members shall be
grouted.
to
35
36
37
Traffic or erection loading shall not be allowed on a
member adjacent to a grouted joint until the grout has
attained a minimum strength of 5,000 psi.
I
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5
6
When precast prestressed members are used by traffic
during staged construction, the keyway between the
members shall be temporarily filled to avoid a potential
hazard to bicycle and motorcycle traffic. The Contractor
shall submit his method of filling the keyway to the
Engineer for approval.
7
8
9
(12) For any erection method utilizing the new structure for
support, the Contractor shall submit erection plans to the
Engineer for approval.
The erection plans shall be submitted at least 30 working days
before the erection is to begin. The Contractor's erection
plans shall include the'following:
a. A detailed description of the sequence of work,
10
11
12
13
14
15
16
17
b.
Working
erection
rotation
erection.
drawings showing the positions of the
equipment, lifting locations, angles of
of cranes, etc., for all stages of
18
19
20
c. Detailed information such as weights, dimensions,
boom length, angle and distance of piCk, etc., for
crane(s) or other erection equipment.
d. Complete calculations verifying the adequacy of the
new structure for carrying the proposed erection
loads based on the design criteria given below.
structural elements including piling shall meet the design
requirements of the current AASHTO Standard Specification for
Highway Bridges except as noted below for the precast
prestregsed members.
21
22
23
24
25
26
27
28
Prestress Losses " 45 ksi
a.
29
30
b.
Allowable concrete tension with erection load " 6
square root (f'c)
Allowable concrete compression with erection load
" 0.40 f'c
31
32
c.
33
34
d.
Allowable shear shall be in accordance with AASHTO
Section 9.20
35
36
37
38
The drawings and c~lculations shall be prepared by or under
the direction of a Professional Engineer licensed under the
provisions of Title 18 RCW with the state of washington, and
shall bear his signature and seal.
39 Payment
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2
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4
5
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7
8
All costs in connection with furnishing material, labor and equipment
in fabricating, transporting, erecting the precast prestressed slabs,
including smooth dowels, reinforcing bars that extend from the precast
prestressed slabs for traffic barrier, tie rods, nuts, threaded
couplers, washers and plates, etc., as shown in the plans and as
specified in these Special provisions and the Standard Specifications
shall be included in the unit contract price per each for "Precast
Prestressed Slab (26"x69'lO")".
9
ELASTOMERIC BEARING PADS
10
11
The Contractor shall furnish and install the elastomeric bearing pads
where indicated in the plans.
12
13
The elastomeric bearing pads shall meet the requirements of Section 6-
02.3(19) and 9-06.21 of the Standard Specifications.
Measurement of the elastomeric bearing pads will be per each for pads
installed.
14
15
16
17
18
The unit contract price per each for "Elastomeric Bearing Pad" shall be
full compensation for all costs involved in furnishing and installing
the elastomeric bearing pads as specified.
19
20
CONCRETE MIXES INCORPORATING FLY ASH
November 30, 1987
Description
21
22 Concrete mixes incorporating fly ash may be used for all classes of
23 concrete, unless otherwise noted in these Special Provisions.
24 Materials
25 Fly ash shall conform to the requirements of Section 9-23.9.
26
27
28
29
30
31
As an alternative to the use of fly ash and cement as separate
components, a blended hydraulic cement may be used. Concrete made with
a blended hydraulic cement shall meet the requirements listed above.
In addition, the origin and percentage of fly ash shall be certified on
the cement mill test certificate. The blended hydraulic cement shall
comply with ASTM C 595 Type IP(MS).
32 Construction Requirements
33
34
Mix proportlons will be subject to approval by the Engineer and shall
be in compliance with the following conditions:
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27
28
29
30
31
,.. 32
33
l 34
0
35
36
37
38
39
to 40
41
42
43
Fly ash may replace up to 20 percent of a specified portland
cement content at the rate of 1-1/4 pounds of fly ash to each
pound of portland cement replaced. In concrete mix designs
where a specific cement content is not specified, the fly ash
content shall not exceed 25 percent of the total cementitious
material. cementitious material shall be the sum of portland
cement plus fly ash.
1.
2.
Cement replacement in concrete mixes specifying a cement
content shall be subject to strength confirmation testing and
approval of the proposed mix by the Engineer for the following
classes of concrete:
Concrete Class A
Concrete Class B when used in bridges, culverts, and
retaining walls
Concrete Class AX
For these classes of concrete, the Contractor shall
design the concrete mix to meet an average 28 day
compressive strength of 1.34 times the minimum ultimate
compressive strength shown in section 6-02.3(2) for
concrete Plants with a coefficient of variation of 20
pe1:cent.
For concrete Plants with a coefficient of variation other
than 20 percent, the required average strength shall be:
f'cr "
1 / (1 - 1.28 V) ) X f'c
where
f'cr
required average 28 day
compressive strength
minimum ultimate compressive
strength at 28 days
coefficient of variation (CV)
expressed as a decimal i.e. CV
" 20% V = 0.20
f'c
v
The required average 28 day compressive strength will be
determined from five 6 inch by 12 inch cylinders tested
in accordance with WSDOT test Methods 801 and 811.
A CV of 20 percent will be assumed unless the concrete
supplier can justify a lower value.
T
!
To establish a cv for a concrete Plant, a minimum of 30
sets of two cylinder compression test breaks will be
required. The cylinders will be 6 inch by 12 inch test
specimens and will be made, handled, and stored in
accordance with WSDOT test Method 809 (Method 1) and
tested in accordance with WSDOT test Methods 801 and 811.
Each set of two cylinders will be produced from separate
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batches of production concrete. The equipment used for
the production concrete must be the same as will be used
for the proposed class of concrete.
The concrete mix design shall be approved by the Engineer
and verified by submission of ingredients and testing of
specimens made in accordance with this mix design prior
to the use on the project.
Confirming mix tests shall be made with the proposed
production aggregates, type and sources of portland
cement, fly ash, and specific brands and proportions of
admixtures to be used on the project. The test mix shall
be air entrained if required.
3. Cement replacement may be used without strength confirmation
testing of the proposed mix for concrete Class C, Class D,
Class DX, and Class B for applications other than those listed
in Item 2.
4. In making calculations relative to cement factor or allowable
water content, the total cBmentitious material shall be
considered to be the weight of Portland cement plus the weight
of fly ash substituted.
5.
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6.
All concrete of the same class within a structure shall have
the same proportion of fly ash.
Acceptance of concrete containing fly ash will be on the same
basis as for comparable class of concrete without fly ash.
Payment
All costs in connection with replacing portland cement with fly ash as
specified shall be included in the unit contract price per cubic yard
in place for the various classes of concrete involved. If the concrete
is to be paid for other than by class of concrete, all costs in
connection with replacing portland cement with fly ash as specified
shall be included in the unit contract price or lump sum contract price
for the applicable item or items of work.
FALSEWORK AND FORMS
Construction Requirements
section 6-02.3(17) is supplemented as follows:
The Contractor shall so conduct his operations in the construction of
falsework, forms and other work to provide at all times opening(s) for
vehicular traffic as shown in the Plans.
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Because of the nearness of work to vehicular traffic, the Contractor
shall furnish and install temporary concrete barriers in accordance with
Section 6-10.3(5) at locations as shown in the Plans or as directed by
the Engineer to protect the falsework for the opening( s) specified
above.
6
7
TREATED TIMBER AND LUMBER
November 2, 1981
8
Description
9
10
Where specified, treated timber and lumber shall be Pacific Coast
Douglas fir.
11
FIRE PREVENTION
12
Description
13
14
15
16
17
The Contractor shall provide and maintain a water pump or pumps, and
associated equipment adequate for use in fire control, on the project
when required by the Department Of Natural Resources. This requirement
will in no way relieve the Contractor of his responsibility as outlined
in the Standard Specifications.
18
Payment
All costs and expense incurred for such provision shall be included in
the unit contract price per acre for "Clearing and GrUbbing".
19
20
21 STEEL PILING
22 All steel piling shall be HP 12 x 53 conforming to ASTM Designation A36
23 and shall be driven to a minimum bearing capacity of 55 tons.
24
25
PILE TIP ELEVATION
November 2, 1981
Construction Requirements
29
30
27 The piling as shown on the Plans shall be driven to at least the
28 fOllowing tip elevation:
Station C 3+22.30, 0.10 Lt.
station C 3+90.47
Elev. 77.00 (Approx.)
Elev. 77.00 (Approx.)
to
31 STEEL PILE TIP
32 October 6, 1986
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Description
Where called for in the Plans, steel pile tips shall be used when
driving piling.
Materials
The steel pile tips shall be Hardbite or an approved equal. The pile
tips shall be attached to the piles as recommended by the manufacturer.
If steel pile tips other than those specified above are proposed, the
Contractor shall submit shop drawings of the proposed pile tip along
with design calculations, specifications, and material chemistry, to the
Engineer for approval. The Contractor shall also submit evidence of a
pile driving test showing suitability of the proposed pile tip. The
test shall be performed in the presence of the Engineer or an acceptable
independent testing agency.
The test shall consist of driving a minimum of two piles1 ,one pile with
one of the above listed pile tips and one pile with the proposed pile
tip. The piles shall be driven to a depth sufficient to develop a load
bearing capacity equal to or greater than the design load called for in
the Plans and in soil determined to be equivalent to the soil found at
the project.
steel pile tips shall be installed on the steel test piles and the
number of steel pile tips required for this project has been reduced by
2.
payment
The unit contract price per each for "Pile Tip" shall be full pay for
furnishing and installing the steel pile tips as specified.
FURNISHING AND DRIVING STEEL TEST PILES
November 2, 1981
construction Requirements
The Contractor shall furnish and drive steel test piles in the following
locations, or as designated by the Engineer:
station c 3+22.30
station C 3+90.47
The steel test piles shall be driven in the locations of permanent piles
and the number of permanent steel piles roquired for this project has
been reduced by 2.
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TRAFFIC BARRIER
November 26, 1984
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Description
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This item of work includes the construction of permanent traffic barrier
including the beam guardrail terminal section design F on the sides of
the bridge to be constructed. The reinforcing bars that extend from the
precast prestressed slab are not included.
8
Measurement
9
10
Measurement will be by the linear foot along the line and slope of the
completed barrier.
11
Payment
12
13
The unit contract price per linear foot for "Traffic Barrier" shall be
full pay for performing the work as specified.
14
WIRE FENCE TYPE 2
15
16
Where shown in the plans, and as staked by the Engineer, the Contractor
shall install wire fence type 2 to the satisfaction of the Engineer.
Wire fence type 2 will be measured by the linear foot along the line of
wire fence actually installed.
The unit contract price per linear foot for "wire Fence Type 2" shall
be full compensation for furnishing all labor, equipment, tools, and
materials necessary to install the wire fence, and complete the work as
specified.
17
18
19
20
21
22
23
24
EROSION CONTROL
September 12, 1988
Description
Where shown in the Plans or where designated by the Engineer, the ~."
Contractor shall perform roadside seeding operations. 1
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25
26
2'1
28
Construction Requirements
Section 8-0l.3(4)^ J.s supplemented by the following:
Seed
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Grass seed, of the following composition, proportion, and quality
shall be applied at the rate of BO pounds per acre on all areas 1i.'
requiring roadside seeding within the project: (
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Kind and variety of % By Minimum % Minimum %
Seed in Mixture ~ Pure Seed Germination
colonial Bentgrass 10% 9.80% (minl 85%
Red Fescue 40% 39.20% (min) 90%
Perennial Rye 40% 39.20% (min) 90%
White Dutch Clover 10% 9.80% 90%
(pre-inoculation)
Weed Seed .50% (max)
Inert and other Crop 1.50% (max)
TOTAL 100.00%
Section 8-0l.3(4)B is supplemented by the following:
Fertilizer
The Contractor shall apply sufficient quantities of fertilizer to
supply the following amounts of nutrients:
Total Nitrogen as N - 135 pounds per acre.
Available Phosphoric Acid as P205 - 60 pounds per acre.
Soluble Potash as K20 - 60 pounds per acre.
95 pounds of nitrogen applied per acre shall be derived from
urea form or ureaformaldehyde. The remainder may be derived from
any source.
The fertilizer formulation and application rate shall be approved
by the Engineer before use.
MODIFIED RIGID GUIDE POST
Description
Where shown in the Plans or where designated by the Engineer, the
contractor shall install and remove rigid guide post in accordance with
the contract documents.
construction Requirements
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The attachment of the Rigid guide post No.1, to the 85' steel deck
railroad flatcar bridge rail shall consist of welding 2 - 5"X2-l/2"xl/4"
steel plates (per attachment) to the edge of the railroad flatcar bridge
rail and attaching by tack welding the rigid guide post to the plates
on 20 foot centers as shown in the Plans or directed by the Engineer.
6
7
8
9
The guide post shall be positioned so that the top of the guide post is
approximately 4 feet above the steel bridge deck, and have a target
plate attached to both sides conforming to the MUTCD requirement of
"white on right, yellow on left requi.rement.
10
11
12
13
The Contractor shall remove the plates and rigid guide posts from the
railroad flat car when determined by the Engineer, to a clean line. The
removed material and debris shall become the property of the Contractor
and shall be disposed of, off the project.
Payment
The unit contract price per each for "Modified Rigid Guide Post" shall
be full pay for furnishing, fabricating, placing, removing, equipment,
tools, and labor and all other items required to complete the attachment
as specified.
14
15
16
17
18
19
20
FLEXIBLE GUIDE POSTS
April 25, 1988
Description
Where shown in the Plans or where designated by the Engineer, the
Contractor shall install guide posts in accordance with the contract
documents. In addition to these requirements, all posts must be
installed according to the manufacturer's recommended method of
installation to the manufacturer's recommended burial depth but not less
than 18 inches.
21
22
23
24
25
26
27
28
Materials
All guide posts shall be a minimum of 72 inches in length. However, the
final lengths shall be determined or verified by the Engineer. at the
request of the contractor.
The color of the post shall be white or brown as shown in the Plans.
Reflective sheeting shall be one of the following pre-approved products:
1. 3M 3810 Flexible High Intensity
2. Reflexite PC 1000
3. Dura-Brite
29
30
31
32
33
34
35
36
37
38
',11 flexible guide posts used on this project shall be one of the
following:
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1. Carsoni te - Manuf actured by Carsoni te IntI., Carson City,
Nevada, CRM-375 carsonite Roadmarker with fiberglass barb
anchor,
2. Carson - Manufactured by Carson Manufacturing Co., Sausalito,
california, Flextron I Beam with fiberglass barb anchor.
3. Safe-Hi t - Manufactured by Safe-Hit Corporation, Hayward,
California, SH2**GPR Flattened Guide Post with self-locking
clip, or SH2**GP3 Flattened Guide Post with 18 inch reusable
anchor.
** A two-digit number, which is the length above the anchor
in inches required to meet the field conditions.
All flexible guide posts shall have a permanent mark identifying the
manufacturer's recommended burial depth.
Flexible guide posts, other than those listed above, will not be
accepted for use on this project.
Measurement and Payment
Measurement and payment for furniShing and installing the guide posts,
as specified, shall be in accordance with sections 8-10.4 and 8-10.5.
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LIGHT LOOSE RIP RAP
Payment
Section 8-15 is revised to provide that all costs incurred in the
placement of the rip rap in reasonably close conformity with the lines,
grades, and cross sections shown in the Plans or as staked by the
Engineer, and for loading, placing, or otherwise disposing of the
material as shown in the Plans or as designated by the Engineer, shall
be included in the unit contract price per ton for "Light Loose Rip
Rap".
BRASS BENCH MARK
Description
The Contractor shall place a brass bench mark provided by the county at
the location as shown on the Plans, or as directed by the Engineer.
constructi.on Requirements
The brass bench mark shall be inset directly above the date numeral
centerline in the top of the fresh concrete immediately after pouring
of the traffic barrier section with the date and numeral inscription.
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1
2
3
4
5
The Contractor shall ensure that the brass disc shall have perfect
contact around the entire circumference and full width of bearing
surface. The placing of the brass bench mark shall be accomplished in
a manner as will not disturb the surrounding concrete in the traffic
barrier.
II
II
fl I
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6
Payment
7
8
9
All costs in connection with placing the brass monument shall be
included in the contract price per each for "Brass Bench Mark" and be
full compensation for the work involved. fl
B
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)
10
11
TYPE III BARRICADE
February 24, 1986
12
Description
13
14
15
16
The Contractor shall furnish, place, maintain, remove, and reset Type
III barricades as designated by the Engineer and in accordance with the
Plans, these special provisions, and the Manual on Uniform Traffic
Control Devices.
17
Construction Requirements
18
19
20
The barricades shall be constructed in accordance with the details shown
in the Washington state sign Fabrication Manual and the MUTCD. Sand
bags shall be provided to stabilize the barricades where indicated. H
21
Payment
22
23
24
25
The unit contract price per each for "Type III Barricade" shall be full II
pay for all materials, equipment, tools, and labor required for the
construction, handling, installation, sandbagging, removal, and n:
resetting of Type III barricades. ~
26
27
CONSTRUCTION GEOTEXTILE
March 14, 1988
Description
The Contractor shall furnish and place geotextile as directed by the
Engineer.
Materials
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28
29
3D
31
32
Geotex'tile and Thread For Sowing
.
33
34
35
The material shall be woven or non-woven geotextile consisting only
of long chain polymeric filaments or yarns formed into a stable ft
notwork such that the filaments or yarns retain their position U
87
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1"011":\,\, ;\',":<",/ ,1,,,~:,..~.\,,t,.,..,.. .'..'~ '\.' \~rl~:l/lf.', ;"',' ~r'\""" '\1 ',,' 1"'1"1 .-.I,~" I'l"
, ~ r ";',1 t' I (; ',, 1,1\. ',' ,f (' t :1 .;,\1,:',1,':1, :~!\~~ ~ ..~i\' ), ~,lt II /' '.; i. :;. ~:!\ J.' II.,,:. ,;1,:/ I' :';",\,(,1:',,'5 "J 'i\l,,",,", '1, \'~ I" \. " 'II,:~ ~ '".\ ;\'.' ~ : JI~ "I :/.( 1, :. : ","'{,\ ~~.\- ',,': ~I I .;'~ /. ,f ft!'.' ",, II).}:
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8
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10
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I 12
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15
I 16
17
I 18
19
I 20
21
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22
23
24
25
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35
36
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39
40
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.
relati ve to each other during handling, placement, and design
service life. At least 95 percent by weight of the long chain
polymers shall be polyophins, polyesters, or polyamides. The
material shall be free from defects or tears. The geotextile shall
conform to the properties as indicated in Tables 1, 2, and 3 for
each specified use. The geotextile shall be free of,any treatment
or coating which might adversely alter its physical properties
after installation.
Thread used shall be high strength polypropylene, polyester, or
Kevlar thread. The thread used to sew permanent erosion control
geotextiles must also be resistant to ultraviolet radiation.
Geotextile Properties
Table 1: Geotexti1e for underground drainage.
Minimum Geotextile
prooertv Reauirements
Geotextile
Prooerty
AOS
Water
permeability
Tensile
strength
min. in
machine
and x-
machine
direction
Seam
Breaking
strength
Burst
strength
Puncture
Resistance
Tear
strength,
min. in
Test Method
Low
survivabilitv
High
Survivabilitv
',;"( ,;\,:,<I,.)..\:,'i",?"~.a;/\;'I'.'ll\,,:~\":"'\I,,,l./"I,!~,,":II\,.I,\ 4,"q~\,I'>~'''''IV ~".,., "":~':d,;I;'~f',/,\,," ,:',\ r ,I I' '~!, ,+\",/." j' 'I '(_t III 1'\'_
\ ,~, 1',",11.,\ ~ "_".,'/,;' , \.... II,~" ",\..,~:\J."t' ,~':, ";l"I"" ~I,~ ','! ~I'I:".I~'1 ~~"..,,/\'II'lr~< i""~, :f~(I't':'."r\' ",',I;>'I! 1,/f"ll, ":{J:fl:~'\'II'/"~' \\' ~~I/ ('::;/'" ,.',// : r: ",';',
WSDOT Test
Method 922
.21 mm max
(#70 sieve)
.21 mm max.
(#70 sieve)
.08 cm/sec
WSDOT Test
Method 924
.08 cm/sec
WSDOT Test
Method 916
90 lbs
180 Ibs
WSDOT Test 80 lbs
Method 918 and
WSDOT Test
Method 916
(Grab Test)
WSDOT Test 140 psi
Method 920
WSDOT Test 40 lbs
Method 921
WSDOT Test 30 lbs
~lethod 919
BB
160 lbs
290 psi
BO lbs
I
60 lbs
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10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
r
27
28
29
30
31
32
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34
35
to
36
37
38
39
o
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1
2
3
machine and
x-machine
direction
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Table 2: Geotextile for soil stabilization
5
6
Geotextile
Property Test Method
Minimum Geotextile
Property Reauirements
7
8
AOS WSDOT Test
Method 922
.42 mm max.
Water WSDOT Test
Permeability Method 924
.005 cm/sec
Tensile WSDOT Test
strength Method 916
min. in
machine
and x-
machine
direction
180 lbs
Seam
Breaking
Strength
WSDOT Test
Method 918 and
WSDOT Test
Method 916
(Grab Test)
WSDOT Test
Method 920
160 lbs
Burst
Strength
290 psi
Puncture
Resistance
WSDOT Test
Method 921
75 lbs
Tear
Strength,
min. in
machine and
x-machine
direction
WSDOT Test
Method 919
50 lbs
Table 3: Geotextile for permanent erosion control.
Minimum Geotextile'
Propertv Re~uirements
I All geotextile properties in Tables 1, 2, and 3 are minimum
average roll values (i.e., The test results for any sampled roll
in a lot shall meet or exceed the minimum values shown in the
table) .
89
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24
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Geotextile Low High
Propertv Test Method' Survi vabili ty' Survivabilitv
AOS WSDOT Test .30 mm max .30 mm max.
Method 922 (#50 sieve) (#50 sieve)
Water WSDOT Test .04 cm/sec .04 cm/sec
Permeability Method 924
Tensile WSDOT Test 130 lbs 270 lbs
strength Method 916
min. in
machine
and x-
machine
direction
strain at WSDOT Test 15% 15%
Failure Method 916
Seam WSDOT Test 110 lbs 240 lbs
Breaking Method 918 and
strength WSDOT Test
Method 916
(Grab Test)
Burst WSDOT Test 200 psi 430 psi
Strength Method 920
Puncture WSDOT Test 60 lbs 110 lbs
Resistance Method 921
Tear WSDOT Test 40 lbs 80 lbs
strength, Method 919
min. in
machine and
x-machine
direction
Ultraviolet ASTM D4355-84 70% strength 70% Strength
(UV) Retained Retained
, WSDOT test methods 916, 919, and 924 are in conformance with
ASTM geotextile procedures, except for geotextile sampling and
specimen conditioning. Copies of all wSDOT geotextile test methods
are available at the Headquarters Materials Laboratory in Tumwater.
'Low and High survivability for geotextiles used for
underground drainage and permanent erosion control are defined in
this Special provision under the respective subsections.
I
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10
11
12
13
14
15
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19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
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Radiation
Stabili ty
Aggregate Cushion for Permanent Erosion Control Geotextile
The gradation requirements for aggregate cushion are as follows:
% Passing the 2 1/2 inch square opening
% Passing 1/4 inch square opening
% Passing U.S. No. 100 sieve
All percentages are by weight
80-100
25-100
0-5
Geotertil.e Approval And Acceptance
Geotextile Properties and Test Methods
Properties of geotextiles shall be determined by the following test
methods:
Geotextile Prooerty
AOS
Water Permeability
Tensile strength
and Strain at
Failure
WSDOT Test Method 916: Breaking Load
Load and Elongation of
Geotextiles (Grab Method)
Seam Breaking
strength
WSDOT Test Method 918: Failure in
Sewn Seams of Geotextiles: and WSDOT Test
Method 916: Breaking Load and Elongation
of Geotextiles (Grab Method)
Burst Strength
Puncture strength
Tear strength
Ultraviolet (UV)
Radiation Stability
Manuf.acturer's name and current address,
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'.~.: :;~. I I t I, ~. '; :' . .. i:. II'~<' (I""'~ V' :;' d. : ':,), ,', r)',\/ ,..~;:\...l j ";,: I:';, l,tl',\:~ ,if "I::f./~:'~.):\ \1.1\' ; ~ :.~,>..r;I,,:, ? 'll'l '~. .~ 1,1,,:1 i.; .' ';i"'~'l :.~. (,\:,. .. ,.), I '>; <I;~' }./.? . \~;.~.\ ') 1',1 \'l' ',I ./ 1:/ "
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2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
o
o
.
Manufacturing plant location,
Full product name, and
proposed geotextile use.
If more than one style, merge, or product code number (ie., this
being representative of a geotextile whose properties are different
from a geotextile with the same product name and different style,
merge, or product code number) has been produced under the same
product name, the style, merge or product code number of the
geotextile to be approved must also be specified. Sample(s) of the
geotextile for initial source approval shall be submitted to and
approved by the Headquarters Materials Laboratory in Tumwater.
After the samples and required information have arrived at the
Headquarters Materials Laboratory in Tumwater, a maximum of 14
calendar days will be required for this testing. Source approval
will be based on conformance to the applicable values from Tables
1, 2, 3. Each sample shall have minimum dimensions of 1.5 yards
by the full roll width of the geotextile. A minimum of 6 square
yards of geotextile shall be submitted to the Engineer for testing.
The geotextile machine direction shall be marked clearly on each
sample submitted for testing. The machine direction is defined as
the direction perpendicular to the axis of the geotextile roll.
The geotextile samples shall be cut from the geotextile roll with
scissors, sharp knife, or other suitable method which produces a
smooth geotextile edge and does not cause geotextile ripping or
tearing. The samples shall not be taken from the outer wrap of the
geotextile roll nor the inner wrap of the core.
Acceptance Samples
Samples will be randomly taken by the Engineer at the jobsite to
confirm that the geotextile meets the property values specified.
Approval will be based on testing of samples from each lot. A
"lot" shall be defined for the purposes of this specification as
all geotextile rolls within the consignment (ie., all rolls sent
to the project site) which were manufactured at the same
manUfacturing plant, have the same product name, and have the same
style, merge, or product code number. THe Contractor shall provide
this information to the Engineer for the geotextile rolls proposed
for use at the jobsite, the purpose of defining the geotextile
lots. After the samples and required information have arrived at
the Headquarters Materials Laboratory in Tumwater, a maximum of 14
calendars days will be required for this testing. If the results
of the testing show that a geoteKtile lot, as defined, does not
meet the properties required for the specified use as indicated in
Tables 1, 2, and 3, the roll or rolls which were sampled will be
rejected. Two additional rolls from the lot previously tested will
then be selected at random by the Engineer for sampling and
retesting. If the rotesting shows that either or both rolls do not
meet the required proper.ties, the entire lot will be rejected. All
92
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3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
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geotextile which has defects, deterioration, or damage, as il
determined by the Engineer, will also be rejected. All rejected
geotextile shall be replaced at no cost to the state.
Acceptance will be both by manufacturer's certificate of compliance
without sampling if one or both of 'the fallowing two conditions are
met.
(1)
II
i I
the total number of rolls of geotextile proposed for use
will be three or less and the total quantity of
geotextile proposed is 1,500 square yards or less. I I
! I
(2) the geotextile samples previously tested for the purpose
of source approval came from the same geotextile lot as i.' I
defined which is proposed for use at the project site.
The Manufacturer's certificate of compliance shall include the,!
following information about each geotextile roll to be used. I
Manufacturer's name and current address,
Manufacturing plant location,
Full product name,
style, merge, or product code number,
Geotextile roll number,
Proposed geotextile use, and
certified test results.
I
I
.'
Approval of Seams
i I
i
If the geotextile seams are to sewn in the field, the Contractor,
shall provide a section of sewn seam before the geotextile is II
installed which can be sampled by the Engineer.
The seam sewn for sampling shall be sewn using the same equipmentjl
and procedures as will be used to sew the prOduction seams. Id'
prOduction seams will be sewn in both the machine and cross-machine
directions, the Contractor must provide sewn seams for samPlingl.l
which are oriented in both the machine and cross-machinel
directions. The seams sewn for sampling must be at least 2 yards
in length in each geotextile direction. If the seams are sewn in
the factory, the Engineer will obtain samples of the factory seam!1
at random from any of the rolls to be used. The seam assembly
descdption shall be included with the seam sample. submitted for
testing. This description shall include the seam type, seam II
allowance, stitch type, sewing thread tex ticket number( s) and
Types(s), stitch density, and stitch gage.
construction Requirements
Shipment and storage
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I 40
41
I 42
43
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45
46
47
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.
During periods of shipment and storage, the geotextile shall be
kept dry at all times and shall be stored off the ground. Under
no circumstances, either during shipment or storage, shall the
material be exposed to sunlight, or other form of light 'which
contains ultraviolet rays, for more than five calendar days.
General construction Requirements
The area to be covered by the geotextile shall be graded to a
smooth uniform condition free from ruts, potholes, and protruding
objects such as rocks or sticks. The geotextile shall be spread
immediately ahead of the covering operation. The geotextile shall
not be left exposed to the sunlight during installation for a total
of more than five calendar days. The geotextile shall be laid
smooth without excessive wrinkles. Under no circumstances shall
the geotextile be dragged through mud or over sharp objects which
could damage the geotextile. The cover material shall be placed
on the geotextile in such a manner that a minimum of 12 to 18
inches of material, depending on the survivability of the
geotextile, will be between the equipment tires or tracks and the
geotextile at all times. construction vehicles shall be limited
to size and weight such that rutting in the initial lift above the
geotextile is not greater than 3 inches deep, to prevent
overstressing the geotextile. Turning of vehicles on the first
lift above the geotextile will not be permitted. End-dumping the
cover material directly on the geotextile will not be permitted.
compaction of the first lift above the geotextile shall be limited
to routing of placement and spreading equipment only. No vibratory
compaction will be allowed on the first lift.
Pegs, pins, or the manufacturer's recommended method shall be used
as needed to hold the geotextile in place until the specified cover
material is placed.
Should the geotextile be torn or punctured or the overlaps or sewn
jo.ints disturbed, as evidenced by visible geotextile damage,
subgrade pumping, intrusion, or roadbed distortion, the backfill
around the damaged or displace area shall be removed and the
damaged area repaired or replaced by the Contractor at no cost to
the State. The repair shall consist of a patch of the same type
of geotextile placed over the damaged area. The patch shall
overlap the existing geotextile a minimum of 2 feet from the edge
of any part of the damaged area.
If geotextile seams are to be sewn in the field or at the factory,
the seams shall consist of two parallel rows of stitChing. The two
rows of stitching shall be 0.5 inch apart with a tolerance of :to. 25
inch and shall not cross, except for restitching. The stitching
shall be a lock-type stitch. The minimum seam allowance, ie., the
minimum distance from the geotextile edge to the stitch line
nearest to that edge, shall be 1.5 inches if a flat or prayer seam,
Type SSa-2, is used. The minimum scam allowance for all other scam
94
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types shall be 1.0 inch. The seam, stitch type, and the equipment
used to perf orm the stitching shall be as recommended by the
manufacturer of the geotextile and as approved by the Engineer.
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The construction requirements which follow shall apply in addition !; 1
to the general construction requirements previously stated. /1 1
Underground Drainage !f I
The geotextile shall either be overlapped a minimum of 1 foot I
at all longitudinal and transverse joints, or the geotextile '1 j
joints shall be sewn. In those cases where the trench width !1 J,'
is less than 1 foot, the minimum overlap shall be the trench !
width. Either low survivability or high survivability J' !
~~~~~~i~~e i~h~a~l~e l~sedLO:e:~~~fv:::lf::P:;;le::[~:r;:;n~: J I'
used in trench drains if the trench walls are smooth, stable, , .
and less than 10 feet in depth. High survivability geotextile j(l
shall be used if the trench depth is greater than or equal to "
10 feet. II
.An area drain is defined as a geotextile layer placed over or ; .1'
under a horizontal or near-horizontal layer of drainage-
aggregate. The geotextile shall be overlapped a minimum of ,~
2 feet at all longitudinal and transverse joints in an area ,1'
drain, or the geotextile joints shall be sewn together. The
minimum initial lift thickness over the geotextile shall be I
18 inches if low survivability geotextile is used and shall ~ 1
be 12 inches if high survivability geotextile is used. I' J
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The seams shall be sewn in such a manner that the seam can be
inspected readily by the Engineer or his representative. The seam
strength will be tested and shall meet the requirements stated in
this Special Provision.
Specific construction Requirements
Soil stabilization
The Geotextile shall either be overlapped a minimum of 2 feet I
at all longitudinal and transverse joints, or the geotextile
joints shall be sewn together. The initial lift thickness I'
shall be 12 inches or more.
Permanent Erosion Control I
Unless otherwise specified in the Plans, the geotextile shall
either be overlapped a minimum of 2 feet as all longitudinal
and transverse joints, or the geotextile joints shall be
joined together. If overlapped, the geotextile shall be I
placed so that the upstream strip of geotextile will overlap .'
the next downstream strip. Where placed on slopes, each strip
shall overlap the next downhill strip. 1
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Placement of aggregate, rip rap or both on the geotextile
shall start at the toe of the slope and proceed upwards. The
Geotextile shall be keyed at the top and toe of the slope as
shown in the Plans. The geotextile shall be secured to the
slope, but shall be secured loosely enough so that the
geotextile will not tear when the rip rap is placed on the
geotextile. The geotextile shall not be keyed at the top of
the slope until the rip rap is in place to the top of the
slope.
All voids in the rip rap face that allow the geotextile to be
visible shall be backfilled with quarry spalls or other small
stones, as designated by the Engineer, so that the geotextile
is completely covered. When an aggregate cushion between the
geotextile and the rip rap is required, it shall have a
minimum thickness of 12 inches.
10
11
12
13
14
15
16
17
18
19
An aggregate cushion will be required to facilitate drainage
when hand placed rip rap, sack rip rap, or concrete slab rip
rap, as specified in Sections 9-12.2, 9-13.3, or 9-13.4,
respectively, is used with the geotextile.
Either low survivability or high survivability geotextile
shall be used, meeting the property requirements specified in
Table 3. Low survivability geotextile shall be used if a 12
inch thick aggregate cushion is placed between the geotextile
and the rip rap and the geotextile is placed on a slope of 2:1
or flatter. High survivability geotextile shall be used if
an aggregate cushion is not used or if the geotextile is
placed on a slope steeper than 2:1.
Grading of slopes after placement of the rip rap will not be
allowed if grading results in stone movement directly on the
geotextile. Under no circumstances shall stones weighing more
than 100 pounds be allowed to roll downslope. Stones shall
not be dropped from a height greater than 3 feet above the
geotextile surface. Lower drop heights may be required if
geotextile damage from stones is evident, as determined by the
Engineer. If the geotextile is placed on slopes steeper than
2:1 the stones shall be placed on the slope without freefall
for both low survivability and high survivability geotextiles.
sil t Fences
20
21
22
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24
25
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27
,..
28
29
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31
32
33
34
35
36
37
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38
39
40
41
42
43
44
45
46
The Contractor shall be fully responsible to design, install,
and maintain silt fences at the locations shown in the Plans.
The silt fence shall prevent soil carried by runoff water from
going beneath, through, or over the top of the silt fence, but
shall allow water without soil to pass through the fence. The
minimum height of the top of the silt fence shall be 30 inches
above the odginal ground surface. Damaged and otherwise
improperly functioning portions of silt fences shall be
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repaired or replaced by the Contractor at no cost to the
State, as determined by the Engineer.
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Sediment deposits shall either be removed when the deposit
reaches approximately 1/2 the height of the silt fence, or a
second silt fence shall be installed, as determined by the
Engineer.
7
Measurement
8
9
10
11
12
13
14
construction geotextile, with the exception of silt fence geotextile and
underground drainage geotextile used in trench drains, will be measured
by the square yard for the ground surface area actually covered. Silt
fence geotextile will be measured by the linear foot of silt fence
installed. Underground drainage geotextile used in trench drains will
be measured by the square yard in the roll for the perimeter of drain
actually covered.
15
Payment
16
17
18
19
The price for "construction Geotextile For silt Fence" are included in
unit contract price for "Temporary Water Pollution/Erosion Control" and
shall be full pay to furnish, place, maintain, remove, and repair, as
designated by the Engineer to complete the work as specified.
20
21
22
23
Sediment removal behind silt fences will be paid by force account. If
a new silt fence is install in lieu of sediment removal, as determined ~,
by the Engineer, the silt fence will be paid for at the unit contract ,it
price for "Temporary Water Pollution/Erosion Control". ..
24
25,
STANDARD PLANS
December 12, 1988
The State of Washington Standard Plans for Road, Bridge and Municipal I
construction transmitted under publications Transmittal No. 80-34,'
dated May 30, 1980, and as revised under publications Transmittal NO'1'
81-17 dated March 31, 1981, transmittal No. 82-34 dated June, 1982,
transmittal No. 82-58 dated December, 1982, transmittal No. 83-80 dated
october, 1983, transmittal No. 83-88 dated November, 1983, transmittal
No. 84-015 dated June, 1984, transmittal No. 85-005 dated March, 1985, ]
transmittal No. 86-001 dated January, 1986, transmittal No. 87-28 dated
July, 1987, transmittal No. 87-067 dated December, 1987, transmittal No.
88-035 dated June, 1988, and transmittal No. 88-059 dated November, I
1988, is made a part of this contract. In case of discrepancies, Plans
shall govern over Standard Plans, Standard Plans shall be considered the '
same as Plans as set forth in oection 1-04.2.
26
27
28
29
30
31
32
33
34
35
36
37
38
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The Standard Plans are revised as follows:
e
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The standard Plan provides that flared end sections for 12 inch
through 24 inch diameter pipe with annular corrugations are to be
attached to the pipe with a threaded rod and connector lug. As an
alternate for flared end sections of steel the attachment may be
made with a 1 inch wide strap of 12 gage galvanized steel fastened
with a 1/2 inch diameter galvanized bolt 6 inches in length
furnished with one squarehead nut. The length of the strap shall
permit sufficient bolt take-up to provide a tight connection. All
material necessary for the connection of the flared end section to
the corrugated pipe shall be supplied by the manufacturer of the
flared end section.
f::l.
The detail EXTRUDED CEMENT CONCRETE CURB is
space to be between the cut/sawed joints.
max.
revised to show the 10'
Also, delete the word
~
The POST SELECTION TABLE is revised as follows:
The notch depth and hole diameter for 6" x 10", 8" X 10", and
8" K 12" post sizes are deleted.
The note under the "POST DETAIL" is revised to read:
Typical for 4" x 6", 6" K 6", and 6" x 8" posts. Holes and )
notch are not required for any 4" x 4" installations or for
any single post 4" x 6" installation.
All posts that are larger than 6" K B" shall be placed behind
guardrail or barrier, unless they are located outside of the
clear zone.
The SIGN INSTALLATION ANGLE detail is deleted.
H::1
The plan title is changed to RAISED PAVEMENT MARKERS. All wording
on the plan sheet saying "lane markers" is changed to "raised
pavement markers".
H::1Il
The plans title is changed to RAISED PAVEMENT MARKING DETAILS. All
wording on the plan sheets saying "lane markers" is changed to
"raised pavement markers".
il::.lb
The note on the foundation detail referencing J-9a is changed to
read:
See Standard Plan J-le.
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4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
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The following are Standard Plan numbers and their date of last revision
applicable at the time this project was advertised:
A-l
A-1
A-2
A-2
A-2
12/29/86
2/19/88
8/17/88
8/14/87
8/17/88
B-), 12/01/86
B-1a 12/01/86
B-lb 9/14/87
B-le 9/29/87
B-lf 9/29/87
B-lh 1/05/87
B-1j 1/30/87
B-lz 12/08/86
B-2 9/19/83
B-2a 12/12/83
B-2b 3/19/84
B-4 1/25/80
B-4b 9/07/84
B-4c 9/07/84
B-4f 9/19/83
B-4g 9/19/83
B-4h 7/12/84
B-5 11/26/79
B-5a 11/26/79
B-6 11/26/79
B-6a 11/26/79
B-6b 11/26/79
B-7 9/04/87
B-7a 8/12/88
B-8 3/12/84
B-8a 3/29/82
B-9 8/12/88
B-10 1/25/80
B-11 1/25/80
B-12 1/25/80
B-13a12/02/85
B-13b12/02/85
B-13c12/02/85
B-1.3d12/02/85
B-14 12/02/85
B-15 7/24/87
B-17 11/26/79
B-18 3/19/84
B-18a9/06/83
B-18blO/03/83
B-180l/28/85
D-19 10/03/83
B-20 9/19/83
C-3 4/28/88
C-4 9/11/87
C-4a 4/04/88
C-5 2/13/87
C-6 12/23/86
C-6 12/23/86
C-6a 1/21/85
C-6b 1/21/85
C-6c 4/26/88
C-6d 12/23/86
C-6e 4/04/88
C-6e 4/04/88
C-6e 4/04/88
C-7 6/12/87
C-8 10/28/87
C-8a 4/11/86
C-8b 8/15/85
C-8c 6/04/85
C-8d 1/04/88
C-8d 1/04/88
D-2d 2/13/81
D-2e 2/13/81
D-2f 2/13/81
D-2g 2/13/81
D-3 1/25/80
D-4 5/23/83
D-5 8/24/79
D-5a 12/21/84
D-6 8/25/88
D-6 8/25/88
D-7 1/04/80
D-7a 1/04/80
D-8 1/04/80
D-9 2/05/88
D-9 2/05/88
E-l
E-2
E-3
E-4
E-4a
E-5
1/04/80
9/19/80
11/26/79
8/07/86
12/22/87
1/25/80
H-5a 6/28/85
H-5b 6/28/85
H-5c 7/17/81
H-6 7/17/81
H-7 5/07/85
H-7a 11/28/83
H-8 11/26/79
H-9 2/22/82
H-10 4/22/88
H-11 9/19/83
H-12 1/30/87
H-12 1/30/87
H-12 1/30/87
I-l 11/26/79
I-la 11/26/79
1-2 2/04/82
J-l 6/30/88
J-l 6/30/88
J-la 2/13/81
J-lb 6/30/88
J-lb 6/30/88
J-lb 6/30/88
J-lc 7/24/87
J-le 5/10/82
J-lf 7/17/81
J-3 11/07/75
J-3b 11/07/75
J-3e 2/04/82
J-3f 6/19/87
J-3f 6/19/87
J-5a 7/17/81
J-6c 2/22/82
J-6f 2/22/82
J-6g 2/22/82
J-6h 2/22/82
J-7a 2/22/82
J-7c 2/22/82
J-7d 7/31/87
J-7d 7/31/87
.)'-8a 9/15/87
J-9a 4/24/86
.)'-10 3/07/88
.)'-lla7/l9/85
K-l
J{-2
J{-3
99
2/06/87
2/06/87
2/06/87
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F-l 8/12/88
F-2 11/26/79
F-2a 11/26/79
F-2b.11/26/79
F-4 9/07/88
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APPENDIX IV-3-2
REQUIRED CONTRACT PROVISIONS
FEDERAL.AID CONSTRUCTION CONTRACTS
(Exclualve 01 Appalachian Contracts)
''''
I. General ...... ................. .............. I
11. Nondiscrimination .. ..................,....... 1
Ill. Noruegrcsated Facilitia ....................... 2
IV. Payment or Predetermined Minimum Wale. . . ... 3
V. Statcmenu and Payrolli ,............... ....... ,
VI. Record or Malerials, Supplies, and Labor ....... 6
VIl. Subleninl or AssigninS the Contract ............ 6
VIlI. Safety: Accident PrC'\'cnLion ,...........,... ". 6
IX. False S'ltemenLS Concerning Hiahway Projecu .. 7
X. Implementation or Clean Air Act and Federal
Water Pollution Control Act ......,............ ,
(
I. GENERAL
1. These contract prOVISions shall apply to all work
perronned on the contract by the contractor's own orlaniz.ation
and with the assistance of workers under the contraclor's
immediate superintendence and 10 all work performed on the
contrlct by piecework. stAtion work, or by subcontrlct.
2. Except as olherwlse provided for in each scction. the
contractor shall insen In each subcontract aU of the stipulations
contained in these Required Contract Provisions. and (unher
require 1heir Inctwion in any lower tier subcontract or purchase
order that may in turn be made. The Required Contract
Provisions shall nOI be: Incorporated by !'Crcrencc in any casc.
The prime contractor Ih.U be responsible for compliance by
In)' subcontractor Dr lower tier subcontractor with these
Required ContraCI Provisions.
3. A breach or any of the Illpulallons contained in these
Required Contract Provislonl shaJl be suffich:nllrounds lor
termination of Ihe conUact.
4. A breach of th. roUowing clau... of the Required Contraa
Provisions may aha be .rounds for debarmenl as provided In
29 CFR l.12:
Section I, para.raph 2:
Section IV, paralraphl 1,2,3,4, and 7;
Section V, paraaraphs 1 and 11 lhrou.h :!g,
5. Disputes arhin. nUl or the lahar IIIndardl provisions or
Section IV ("cept paragraph l) and 5<cIion V (m.pl paragraph
3) of these R.quired Contraa Provilion. .hall nol b. .ubject
to the ,eneral dispules clause or this conlract. Such dispules
shall be resolved in accordance wllh the procedures or the U.S.
D.parlm.n, of labor (DOL) a. ..I fonh in 29 CFR Pam l.
6. and 7, Oisputes wilhin the munin, of Ihis clauU' Include
dill'lUles bel ween the conlraClor (or any or illsubconlrlctOn)
ann the conlraCllng a.eney. the DOL, or the conlrlC'lar's
em(\loyt'Cs or their representallves,
6. CtnJII.lIlon or EUalbUlly, By .nrering Inlo thl. conrract,
the contrlctor cenmes &I rollowl:
a, Neither the conltaetor nor any penon or nrm who hu
an inleTell in the conlractor'l nrm Is lneli.ible 10 be awarded
Government contracts by vinue or Section 'Ia) ollhe Oavll.
Bacon Act Dr 29 CFR l.12(a)(I).
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b, No pan of this contract shall be subcontracted to any
person or fl1m inclisiblc for award of a Governmenl conuact
by \linue of Section 3(a) of Ihe Oa\lis.Bac:on Act or 29 CFR
l.12(a)(I).
c. The penally lor making false statements is prescribed
in ,he U,S. Criminal Code, 18 U.S,C. 1001.
II. NONDISCRIMINATION
(Applicable to Federal.aid construction coniracts and related
subcontracts and purchase orders cxceeding SIO,ooo.)
J. StltctJOD Dr labor: Durina: the performance or this
contract, the contractor Ihall not:
I, discriminale against labor from any other Statc,
possession. or territory or the United States, or
b, employ convict labor lor any purpose within the limits
of the project unless it Is labor perrormed by convicts who arc
on parole, supervised releasc, or probation,
2, Emplo)'mcat Pl'lctlccs:
a. Th. Equal Employm.nt
Action Notlc< ..I forth In 41 C
Employm.n' Opponunity Conllro
..t lonh In41 CFR6O-\.l ar.ln,.
contract.
b. R'llIlatlon 41 CFR 60-\.2 require> 80all and t1mellbles
for minorily and rcmale panlclpallon expressed in percentlae
lerms lor the contractor', all rea ate work rorce in each trade
on all conlUuctlon work in the covered arca, The aoals lor this
con"aCI are Ilated elsewhere In Ihe bidding documents and in
the cClnstructlon contract.
c. R,sula'ion 41 CFR 60-\,3 provides lpecln, arnrmarl..
Ictlon Ilanduds Ihe contractor shaJllmplcment to enlure equal
employment opponunity In achlevina the minority and (emale
panlcipalion goall .et fonh In paragraph 2b of thil Seellon.
3. TAlual Opponunlty C1IU'" During Ih. performance of this
contract, the contractor aarees II rollows:
a. The contractor will nOI dlscrimlnalc aaaJnlt any
employtt or Ippliclnllor cmploymenl becausc or race, color,
reli.ian, IU, or national orlain. The contraClor will tlke
Iffirmati~e action 10 ensure thllappHcann arc employed and
that employees Ire Iruled durinll employment without reaard
to their face, COIOf, rell&!on,su, or national oriain. Such action
shalllncludc, bUI nOI be limited 10,Ihe roHawin.: employment.
uPlradin., demotIon or tran~reri recrullment or recrullmenl
advenlsin.; layorh or lermin'lloni raleS 01 payor other forms
or compenlation; Ind. selection ror trllnin., Includina
apprenliceship. The- conlrOC:lo' asreel 10 post In conspicuous
placcs,avalllble 10 emplo)'ffl and Ippllcanu for employment,
notice. to b. provid.d by th. Slare highway ag.ncy (5HAI
sellin, forlh the provisions 01 thll nondilcrimiTlallon clause,
b. The contrlC1or will. in a1lsoUchatJons or advenlsemenu
lor .mploy... ~I...d by or on b.half of Ih. conllatlO', IlalO
thai all quallfl.d applicants will ,miv. conllderatlon for
employment wlthoUI n,ard to racc, color, relillon. IU. or
nation,,1 orilln.
.......~"unit)' Affirmalive
; and th. Equal
.,,"c:t Spedfl..1Ion.
,d by r.fmnce in Ihls
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APpfNDIX 1V-3-2
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c. The contractor will send to each labor union Of
representative oC workers with which the contractor has a
collective baraaining _secernent or other contract or
undemanding a notice to be provided by the SHA advising the
said labor union or workers' representative of the contractor's
commitments under this Section 11. parllraph 3.
d. The c:onnaaoT will comply with all provisions DC
Executive Order 11246. Equal Employment Opportunity I dated
September 2.4. 1965. and of the rules, rClulations (41 CFR Part
60), and relevant orders DC the Secretary of Labor.
c. The conuactor win Curnish all information and Tepons
required by Executive Order 11246 and by rules. rClulations,
and orders of the Secretary DC Labor. pursuant thereto. and
will permit access to its books, records, and accounts by Ihe
Federal Hiahway Administration (FHWA) and the Secretary
of Labor for purposes of investigation to I5cenain compliance
with such rules. regulations, and orders,
f. In the event of the contractor's noncompliance with the
nondiscrimination clauses of this Section 11, paraaraph 3. or
with any of the 1I1d rules. reButations, or orden, this contract
may be canceled. tenninated, or sutpcndcd In whole or in part.
The contractor may be declared ineligible for funher
Government contracts or federally.assisted construction
conuaCLS in accordance with procedurQ IUthOriz.ed in Executive
Order 11246 and such other sanctions IS may be imposed and
remedies Invoked as provided in Executive Order 11246 or by
rule, regulation. or order of the Secretary of l..abor, or as
otherwise provided by law.
I. The contractor wUI include the provbions of this Section
11, plflgraph 3, tn every subcontract or purchl5e order so that
such provisions will be binding upon each subcontractor or
nndor, unlen nempled by rules, rcgulation5. or orders of the
St1;retary of Labor iuued pUrlUlnl to Section 204 of Eaccutlve
Order 11246. The contrlctor will take such action with respect
to any subcontract or purchase order as the SHA or the FHWA
may direct as I. means of enforclna such provisions, indudln.
sanctions ror noncompliance. in the event I contractor becomes
. party 10 litiaation by a subcontractor or yendor as a result
of such dlrection,lhe conuactor may requut the SHA to enter
Into luch litigation 10 protect the Inlereu of the Stale, In
addition, the conlraCtOr may request the United Slltts to enter
into such IId,ation 10 protect the interests of the United States,
4, Stlecllon of Subconlnelon, Procurement of Malerials,
.nd Ltulnl or EAlulpm.nl:
a, The conlraclor shall nOI discrlmlnlle on the arounds
of race, color, sex, or nltlonal orialn In the selecllon and
retenlion of subcontractors,lncludina procurement of malerials
.nd I..... or equl~m.nl. In .11 .01l.I'.llon. m.de by Ih.
conlractor each potential subcontractor or lupplier shall be
notlned by the contrlctor of Ihe contractor's obUaatlons under
thl. conulct rel.tive to nondiscrlmlnallon on the ,roundS of
r.ce, color, su, or nltlonll ori.in,
, b. In the evenl of Ihe conuactor's non~ompUlnCt whh the
nondimiminatlon provisions of this Section II, paraar.ph .,
this conlrlct ml)' be subject 10 sanction I Includln. but nOI
limited 10 Ihe wlthholdinll of plyments to the contraClor under
Ihe conuact untlllhe contraClor compllellnd/or cancellation,
terminalion. or susl'lension of Ih:. contract in whole or in plrt.
e. Th. .0n"."O' ,h.1I In.lud. the p,ovillons or Ihb
paraaraph oiln every subcontraCl, Includina procurement of
malerlal~ Ind leases of equipment The contractnr IhaUtake
luch aClion with respect 10 .ny subcontractor or procurement
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as the SHA or the FHWA may direct as a means of enforcing
such provisions, including sanctions for noncompliance. In the
event a contractor becomes involved in, or is threatened with,
Utiaation by . subcontractor or supplier IS a result of such
dirct'tion, the contractor may request Ihe SHA 10 enter into such
litiaation to protect the interests of the State. In addition. the
conuactor may request the United States to enter into such
litiSltion to prolect the intereslS of the United States.
S. Gueral PlrtlclpldoD RtqulremeDu:
a. Policy: It is the poliCY of the DOT that disadvantased
business rnlerpriscs (DDE'.), u d.flned in 49 CFR Put 23, .hall
have equal opponunity to panicipate in the perfonnance of
conlracu rmanced in whole or in pan with Federal funds.
Consequently, the requirements of 49 CFR Pan 23 apply to
this contract.
b. Obligation: The contractor aSrees to take all necessary
11eps to ensure that eliJible businesses, as defined in 49 CFR
Pan 23, hive equai opportunity 10 compete for and perform
lubcontracts financed in whole or in pan whh Federu.l funds
provided under this contract.
c. The contractor's failure to carr)' out the requirements
of parlaraphs Sa and Sb of chis Section 11 shall constitute a
breach of contract and may result tn termination of the contract
or other appropriate action.
d. The contractor shaU provide all informalion and reporu
required by49 CFR pan 23 or directives issued pursuant thereto.
and shall permit access to Its books. rccords. accounlS, other
lOurCU of information and its raclllties as may be dctermined
by th. SHA or the FHWA to be pertlnenl 10 ucerto.in
compliance with the rcaulations or directives.
III. NONSEGREGATED FACILITIES
(APpllcabl.IO Feder.I..id .0nuN.tlon .0n".ct'llld .el.led
subcontracts exceeding 510,000.)
.. By .ubml..lon or thl. bid, the ",,,,,,uon or this ..n".ct
or subcontract, or the consummation of thb mltcrlalsupply
a.reemenl or purchue order, u appropriale, the bidder,
Federal.aid construction contrlClor, subcontractor, material
supplier, Dr vendor, II approprllle, certlOcs that the firm docs
not maintain or provide for tIS employeCl any leareaaled
r..llllles .1 .ny or I.. es,.bU.hmen.., .nd Iha' the firm doe.
nol permll III employ... to perlorm Iheir ..,vices .t .ny
location, under tn control. where ICpe.ated facUlties are
mo.inlllned. The Orm .1'''' thai. bro..h or thl. certm..tlon
I.. vlol.llon or the Equ.1 Opportunl'y CI.u"ln this .on".",
The Orm lurther crrtlfleslh.' no employ.. will be d.nl.d .C'ClI
10 .d.qu." r..Illt1es on Ih. bub or .c,.
b. As used In this cenincallon. the term "searcaated
facUllles" means any waltln. rooms, work areal, restrooms and
washroomJ, ,cslluranu and olher eatina areas, tlmeclocks,
locker room', Ind other slorale or drclllnaarelS. parklna lou,
drinklna fountains, recrCltlon or entertainment areas,
...n,portlllon, ond houllnl r..IIIII.. provld.d ror .mploy...
which arc sc.re'llld by ekpliclt dlrectlvc, Dr are, In ract.
leJresatcd on the basil of nee, color, reU,lon, or national
orlsln. beau" of habit, local cullom, Dr otherwise,
.. Th. conlnClor .I,..llh.11I h.,oblo.in.d 0' wlllobllln
Id.nllcaJ ,,"lr,ca!lon rrom propoled .ubeonlt.cton 0' m.lerill
luppllers prior to Iward of aubcon"a"s or consummalion of
mllCrl,l.upply 'I,..menu e""dlnl S10,ooo .nd ,h.t II will
,...In .u.h ccrtlOcallon,ln iu 01...
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I APPENDIX 'WI-2
(
I
IV. PAYMENT OF PREDciERMINED MINIMUM c. Ir the contractor or subcontractors. as appropriate, the
Z WAGE laborers and mechanics (if known) to be employed in the
<l:" additional cla.ssification or their representatives, and the
:rl- (Applicable to Federal....id construction contracts and related
f-~ lubconlfatU exceeding S2.OOO.) contractinl orneer 881tt on the classification and wage ralt
0::::; 1. Gneral: (inc1udins the amount designated for fringe be!1cfiu where
<l::;) appropriate), a rtpan of the action taken shall be sent by the
Wu a. All mechanics and laborers employed or working upon contractins officcr to the U.S. Depanmcnl of Labor.
-'0 the site DC the work will be paid unconditionally and not less Administrator of the Wagt and Hour Division, Employmenl
Uo of leD than onCT: a ",,<<k and without subsequent deduction or Standards Administration, Washington, D.C. 20210. The Wage
~~ rebate on any account (except such payroll deductions as are and Hour Administrator, or an authoriud representative, will
-'I- permitted by rq:ulations issued by the SecrCWY of labor under approve, modify, or disapprove every additional classification
(/)LJ.. lb. Copeland Ac' (29 CFR Pan 3)) th. full amoun15 of was" action within 30 days of re<<ipt and so advise the contracting
-0 and bona fide frinle benefits (or cash equivalenu thereoO due officer or will notify the conuacting oUietr within the 3O-day
w>- at time of payment. The payment shall be computC'd at wage period that additional lime is necessary.
:2f- rates not less than those contained in the wase determination d. In the event the contractor or subcontractors, IS
<l:-
0:-' or the Secretary or Labor (hereinaher "the wale appropriate, the laborers or mechanics to be cmployed in the
,,-'l: determination") which is attached hemo &nd made I part Idditional classification or their representatives, and the
(/):;)
_0 hereor. rC',ardless of any contractual relationship which may contracting onicer do not agree on the proposed classification
:rw be alleged 10 exist betw~(.n the contractor or its ~ubcontraClOu and wage rate (including the amount designated ror rringe
f-J: and luch laborers and mechanics. The wile determination benefiu, where appropriate), the contraaing orocer shall rerer
Zf- (including any additional classifications and wage rates the questions, in:ludins the views of all interested panies and
i=0 conrormed under parasraph 2 ortmS Section IV and the DOL the reeommendation orthe contractins officer, to the Wage and
Zf- pOller (WH.1321) or Form FHWA-149S) shall b. polled a,all Hour Administrator ror detennination. Said Administrator, or
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:2:;) limes by the contractor and its subcontractors It lite site or the an authorb:ed reprelcntative, will issue I determination within
::lCl 'Work in a prominent and accessible place where it can be easily 30 days of receipt and so advise the contracting orricer or will
UC/l Ken by the workers. For the purpose Df lhis Section, noliry the contracting orocer within the 3D.day period that
0- contributions made or costS reasonably anticipated ror bona addhlonaltime Is netessaf)'.
o t. fide frinle benefits under Section 1(b)(2) or the Davis.Bacon e. The wIge rate (including fringe benents where
Ww ACI (40 U.S,C, 276a) on behalf of laborers or mechanics arc appropri.le) determined pursu.nt 10 pangraph 2c or 2d of this
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f-- considered wales paid to luch laborers or mech.nics, subject Section IV shall be paid to aU workers perrorming work in Ihe ~
~b ( to Ihe provisions of Section IV, paragraph 3b, hereor. Also, additional classification from the first d.y on which work is
Z for the purpose or this Section, regul.r contributions made or ,,,,,form.d In th. clalllncatlon.
WU) com incurred for more than I weekly period (but not less often 3. Paym.nl 01 Friol' B",II15:
U- than quanerly) under plans, Cunds, Dr prolrarns, which co...er
_:r a. Whenever the minimum wage rate prescribed in the
f-f- the particular wee\dy period, are deemed to be constructively
~ ' made or incurred durinl such weekly period. Such laborers and contr.ct for a clus of laborers or mech.nics Includes I frlnle
mechanicl shall be paid Ihe appropriale wlgc rate and frinae benefit which is nol expressed as In hourly rate, Ihe conlfaClor
benefin on the wale detennination for the classincation of work or subcontr.ctors," appropriate, shall either pay the benefil
actuaUy performed, without regard to skill, except IS provided as stated In the wlae determination or shall pi)' anothC'1' bona
In paralraph. 4 and S or Ihlt Secllon IV. Od. rrinS' b.n.OI or an hourly ca.h oqulval.n, thereof.
b. Laborers or mechanics perrorming work in more th.n b. If the contraCtor or subcontractor, u appropriate, does
not make plyments to a truStee Dr other Ihird penon. hef,he
one cllSsWeatian may be compensated It the rate speclned for ma)' consider as part or the wages af any laborer or mech.nlc
each elasslfic.atlon for the time actually worked Ihereln, the amounl or Iny coltS reason.bly anticipated in providing
provided, that the employer's payroll records accuralely set fonh bonl nde frlnle benents under a plan or proaram, provided,
the tlm. .pmlln caeh cI.nlnc.atlon In which work b performed, thltthe Smet&r)' or Labor has found, upon the wriuen requC'lt
... c. All rulins. and InlelJllellllon. or th. Davh.Bacon and of the con"aClor, thallh. appllcabl. ...ndard. or 'h. Davll,
Relmd ^m con,ain.d In 29 eFR pa... 1,3. and 5 are herein Bacon Act have been met. Th. Secretary of Labor may require
incClrporated by reference in this contrlct. the contractor to sttlSlde In ISCfllrate Iccount Inets ror lhe
0 2. CIIlIUlnllon: meetln, of obll,alion, undet th. plan or prolram,
a. The SHA conulctlna orfit'tr than require that any clan ~, Appren.lm and Tnln... (Prolram. 01 'hr U.S.
of lAborers or mech.nlcs employed under the contrlCl, which Dtpartmenl of Labor):
I. nOI IIIl.d In Ih. wale d"etmlnallon, ,hall b, c1anlf"d In a. Appronllces'
conformance with Ihe wale determination. (I) Apprentices will b. petmlned 10 work allCIIlhan
h, Th. con"actins om... .hall approve an addltlon.1 th. predCltrmlned ralt ror th. work th.y perform.d when th.).
cllnifiCltion, wale ralt and frinae benerlU therdor only when are .mploy.d pu,"uanl '0 and individually re,lllered in a bona
the follow!", criteril h....e been met: lid. apprenticeship prolram re,illered wllh Ihe U.S.
(I) Ihe work 10 be perlarm.d bl' Ih. additional D.parlmenl of Labor, Employmenl and Tralninl
to Adminillfatlon, Burelu of Apprenticeship and Traininll or ....;tl1
cla"IO'alion requell.d I. nOI perform.d by a clmlfieallon in a Sill. apprenll"'hlp a,.ncy recOlnlled hy Ih. Burnu, or If
the wa,e determinationi a ",,"on I,.mployed In hhlhet Om 90 day. of proballonal)' I
121 th. addilion.1 clanlOnllon 10 ullllted In Ihe area by cmflloymcn1 as an Ipprentic:e In luch an apprcnllce'hlp 0 0
the conuruclion lndullf)'j and prolram, who II nOllndlvldually rellller.d In ,h. prolram. bUI
( III Ih. propolld wal' rat., Ineludlnl any bona nd. who hu been etrtlO.d by Ih. Bureau of Apprenllmhlp and
Irinle benefiu, bun a rellon.ble relallonlhlp 10 ,he wa.e fllel Tralnln, or a Srale apprenllceohlp aloney (where approprlale)
contained In Ihe wale delCrmlnllion. 10 b. .Iillbl. lor problllonary .mrloym.nl II an apprenll".
Pa,. I
3 'anuar, 1911
APPENDIX IV,3-2
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(2) The allowable ratio of apprenlicts to journeyman-
leve:! employees on the job site in any craft clusilication shall
DOl be greater than the ratio permitted to the contractor 15 to
the entire work force under the rc.istcred program. Any
employee listed on I payroll II an apprenlice wage Tate, who
is not registered or otherwise employed a5 stated above, shall
be pa.id not less than the applicable wage ralc listed in the W&Bt
dClcnninaLion for the classification of work actually performed.
In addition. any apprentice pcrfonnina work on the job site
in cxcus of the ratio permitted under the registered program
sh&1l be paid nallus tban the applicable wage ralc on the WIIC
determination ror the work actually performed. Where I
contractor or subcontractor is pcrformina construction on I
projec1 in a locality otber than that in which its prosram is
reaistered, the ratiOl and wage rales (exprened in percentales
of the journeyman-level hourly rale) specified in the contractor's
or subconuac:T.or's reaiSlered proaram shall be observed,
(3) Ever)' apprentice must be paid It nOlless Ihan the
rale specified in the rqistered program for the apprentice's level
of progreu, expressed as a pcrccntqe of Ihe journeyman-Ie...el
bourly rate specified in the applicable wage delennination,
Apprentices shall be p4id (rinle bcncfin in accordance with the
provisions of the apprenticeship program, If Ihe apprenticeship
program docs not specify rringe benefits, apprentices must be
paid Ihe (ull amounl of rringe benefits listed on the wage
determlnalion ror Ihe applicable clanlficalion. If the
Admlnisualor for the Wase and Hour Division determines that
a dlfrerC'nt practice prevails (or the appUcable apprenlice
cla!Sincatlon, frinses shall be paid In accordllnce wilh that
dnennination.
(4) In lb. ev.nt the Bure.u of Appren'ictJhip and
TralninB. or . Stile .pprentlcesbip 'B.ney reeoBnlud by lh.
Bureau, widthdraws approval of an apprenticeship program,
theconuactor or subcontractor wlU no longcr be permiued 10
udluc .pprend... '11", Ihan th..ppUcabl. predet.rmlned lite
for the compar.bl. work p"ronn.d by reBular employee. undl
an acceptable prosram ls approved,
b. Trainee"
(I) Ell""I.. provided in 29 CFR 5.16.I1a1n... will nOI
be permitted to Vrtork alless than the predelennined rale for
the ,work performed unless Ihey arc employed pursuant 10 and
indIVidually reeiuered in . pro&ram which hlJ received prior
.pproval. .videneed by fonn.1 cenifi"llon by the U.S.
Departmenl of Labot, Employment and Tralnlnl
Administration,
(2) The rallo or trainees 10 journeyman.level employees
on the job slle shall not be .reater than pcrmhled under the
pl.n .pprov.d by the Employm.nl .nd TralnlnB
Administr.tioo. Any emplo)lC'C lisled on the payroll at a uainre
rale who Is nOI re.lIlered and panlcipalln& In I uainin& pl.n
approved hy the Emplo)'lO.nl and Tralninl AdmJniltr.tion Ihall
be paid nnt less Ihan the applicable Wile rale ~n the wale
dttrnnin.tion for the cluslficalion of work at'tually pcrfonncd,
In .ddltion. any train.. ",rlormlnB work on Ih. Job lite In
tlCrn of the ratio permiued under Ihe reclllercd prolram shall
bt f'lIJd not leu Ihlln the apJ'llicable waae ,ale on the WI,e
determination lor the work actually perrormed,
(3) Ev.ry trainee mu'l b. paid II nOII.lllhan Ih. "te
.pecir"d in Ih..pproved prolram ror hillher I.vel of prOBr".,
ul'reued a. a percent ale of Ihe journeymAn.levtl hourly rale
Ipecified In the .ppllcabl. w'Be determlnlllon. Tralneellh.1I
be plld frlna. ben.fillln accord.nce with Ih. provillon. or the
traint'C pro~am, II Ihe trainee proJram doe. not menlion (linle
ben.fill, lrlln""hall be paid Ih. fullamounl of lrinl' benlfill
IUled on the Wlat dtlermln.lion unlus the Admlnlmalnr or
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the Wasc and Hour Di...ision determines Ihat there is an
apprenticeship prosram as:.ocialed with Ihe corresponding
joumeyman-IC\lc! wage rale on Ihe wase delerminalion which
provides (or less Ihan (uti (rinle benefit5 for apprenticcl, in
which case such Ira.inecs shall receive Ihe same (rinae benefits
as apprenlices.
(4) In the event the Employment and Training
Adminisuation withdraws approval of a training pro,ram, Ihe:
conl1aClOr or subcontractor will no longer be permitted to utilize
trainees at less than the: applicable predelennined rate: for the
work perrormed until an acceptable program is approved,
c. Equal Emplol'1ll.nt OpponunllY:
The utiliution of apprentices. trainees, and journeymen-
level employees shall be in confonnily wilh the equal
employment opponunily requirements of Executi...e Order
11246, 23 CFR 230A, and 29 CFR Pan 30.
5. AppreaLlct. aad Tnlaee:s (Proanml o( tbt V.S.
DtpartmtDI of TraasporlaLloa):
Apprenlices and trainees working under apprenticeship and
skill Itainina programs which ha...e been cenificd by the
SctTewy of Transponation &S promolina equal employment
opportunity in connection with Federal.aid highway
construction prOlrams arc nOI subject 10 the requirements of
paragraph 4 of this Section IV. The straight time hourly wise
rates for apprentices and trainccl under such programs will be
CSllbU,hed by the particular prolll'lOU. The rado of .pprendctJ
and trainees 10 journeymen .hall not be areater than permitted
by lhe lerms of the particular program.
6. WllhholdlDI:
The SHA shall upon hs own action or upon wrIuen request
of an authorized representative of Ihe DOL wilhhold, or cause
to be whhheld, from Ihe conlraaor or subcontractor under Ihb
conlract or any other Federal contract with tht IlInt prime
contractor, or ey other federally.asslsted contrlct subjecl co
Dlvis.Bacon prevallina wqe requirements whJch Is held by the
same prime cOntraclor, IS much of che accrued paymenls or
ad...ances IS may be considered necessary to pay laboren and
mechanics, Includina apprentices. UaInees, and helpen,
employed by the conlractOr or any subcontrlctor the full
amounl or W'Bes required by th. eonlllet. In the evenl of rallur.
10 pay any laborer or mechanic, including an)' apprentice,
tnlnee, or helper, employed or worldng on the: she or the work.
all or p.n of lhe W'I" required by the .onl"", the SHA
contractina oencer m.y. a(ter wrinen notice to Ihe eontraClor.
uke such .clion u may be nec('Ssary 10 cause the suspension
of any fUrlher p.yment. advance, or luarantet of funds unlil
luch viol.tlon. h....e ceased.
7. O",rtJmr Rrqulnmflltl:
No contrlctor or subcontraclor contrlctln, for any put
or Ih. .onn.et work which m.y r.qulre or lnvolv. the
employmenl of I.borers, mechanics, watchmen. or auards
(lnoluellnB .ppronll." .nd Iraineel d",Tibed In paraB"ph. 4
and ,.bov.) Ihall require or ",nnit any I.borer 0 mechanl.,
w.tehman. or luard In .ny workweek in whl.h h.,.h. 11
employed on such work. 10 work In eJICeSl of 40 hOUri in such
workwctk unless such laborer. mechanic. w.tchman, or luard
reai...es compenSlllon II a rale not lell than one.and.one.h.1f
timn hll/her blli. r.te of p,y ror .11 houn work.d In ",en
or.o hours In lu.h workwelk.
I. VIDI'~oD'
Li.bllilY lor Unp.id W'B"; L1quldltld D.m'I'" In the
ev.nl of .ny vlolllion of the .I.use leI forth In paraB"ph 7
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above. the contractor and Iny subl.ontr.Clor responsible:
therefor shall be liable to the .rreaed employee for hislher
'Unpaid wages. In addition, such connlClOf and subcontractor
shall be liable to the United States (in the cue of work done
under contract for the District of Columbia or a territOry, 10
luch District or to such territory) for liquicb.lcd damages. Such
liquidated damages shall be computed with respect to each
individual laborer . mechanic, walchman, or .uard employed
in violation of the clause sel fonh in paragraph 1, in the sum
of 510 for each calendar day on which such employee was
required or permined to work in excess of the standard
'Workweek or .10 hours without payment of the ovenimc wages
required by the clause sel fonh in paragraph 7.
9. WltbboldiaB for Unpaid WaitS aad Uquldaltd DlapltS:
Tile SHA shan upon iu own action or upon wriuen requesl
of any authorized rt:presentative of tile DOL withhold, 01 cause
to be witllheld, from any monies payable on account of work
performed by the contractor or subcontractor under any such
contracl or any otller Federal conlract with the same prime
contractor, or any olher federally."ssisled contract subject to .
1he Contracl Work Hours and Safety Standards Act, which is
held by the same prime contractor, such sums as may be
determined to be neonsary to utisfy Iny liabilities of such
conuaClor or subcontractor fDr unpaid Wiles and liquidated
damages 15 provided in Ihe clause sel forth in paralraph B
.above.
(
V. STATEMENTS AND PAYROLLS
(Applicable to Federal.aid construction contraots and related
subcontracts e.ceeding S2,OOO,)
I. CompU.." ..lIh Copel..d Rotul.Uo" (29 CFR P.n J):
The contractor shan comply with Ihe Copeland Regulations of
the Secretary of Labor which are herein incorporated by
rderence.
2. '"rolls IDd P.,roll RKords:
a, Payrolls and basic records relating thereto shall be
mlintaintd by the conllattor and each subconlractor during
the course of the work and preserved for a period of 3 years
from lhe date of complelion of th,: conuaCI for all laborers,
mechanics, apprentices, trainees, walchmen, and auards
workina at the site of the work.
b, The payroll records Ihall contain the name, social
It.Curily number, and address of each such employee, his or her
COlTec'l classification, hourly rates of wales paid (includina riles
af contribution" lOr toSU anticipated for bonl ride frinae btnerllJ
or cash I:quivllenulhereof of the types dcsnlbed In Stclion
\(b)I~)(B) of lh. D,vi.,O..on Act). dally .nd ...kly numbtr
af houn worked, deductions made Ind Ictual Wiles paid.
Whenever 1he Secretary of Labor, pursuan1 ta Sectian IV,
paragraph ]b, h'" found 1hlt the wales of Iny labortr or
mrchanic Include the amaunt af any com rwonably anlicipated
in pravidin, bene fill under a plan or pro,ram deacrlbed in
Seaion Ilb)(21IB) of lh. O.vil,O..on ACl,lh. con".Clor and
each subcontractor shall maintain recards which show Ihlllhe
commument to provide such benerltl II enforceable, ,hit the
plan or pro,rtm is financlllly respon,ible, and Ihllthe plan
or pro&ram has been eommuniClud In wrilina to the laborers
or mechanic. arrected, and reeordl which show the com
anticipated or Ihe actual CoUi Incurred In pravldin. such
benefits. ConU.Clon or subcontrlctOrl emplayinalpprenuces
lOr tuinees under IpprlOved pro,raml shall mainllln wrillen
evidence of 1he re,imlllon of apl'Irenticeship proluml and
ctnifiCllian af trairlte' pro,rams, Ihe reJ!",ation of IPl'lrnulces
and uaintu, Ind the rltlal and wa.e rite" prescribed In the
arfllicable pra,rams.
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c. Each contraclor and 5ubcontrlctor shall furnish each
week in which any contract work is performed to the SHA
resident engineer a payrott of wages paid each of its employees
(including apprentices ar.d trainees described in Section IV.
parlgraphs 4 and S and watchmen and 8uards eniased on work
during Ihe preC(dins weekly payroll period). The payrolls
submitted shall set oul accurately and completely all of the
information required to be maintained under paragraph 2b of
this Section V. This information may be submincd in an)' form
desired. OplionaJ Form WH.347 is available for this purpose
and may be purchased from the Superintendent of Documents
(Federal S10ck number 029-005..0014-1), U.S. Governmenl
Printing Office, Wasrung'lon, D.C. 20402. The prime contractor
is responsible for the submission of copies of payrolls by all
lubconnactors.
d. Each payroll submined shall be accompanied b)' a
"Slltemenl of Compliance." signed by the canllactor or
subcontraclor or his/her agent who pays or supervises the
payment of 1he persons employed under the contract and shall
ccnify Ihe following:
(I) that the payroll for the payroll period contains the
information required to be maintained under paragraph 2b of
lhis Section V and that such information is correct and complete;
(2) tIlalsuch laborer or mechiUUc (mcluding each helper,
apprentice. and trainee) employed on the contract during the
payroll period has been paid the full' weekly wages earned,
without rcbate, either directly or Indirectly, and that nO
deductions hive been made either directly or indirectly from
the full wales earned, other than permissible deductians as set
fonh in the R'luladons, 29 CFR ParI 3:
(3) thai tach laborer or mechanic hu been paid not leu
Ihan the applicable wale rates and fringe benefits or cuh
tqwvalenu for the clwincatlon of work performed, IS specined
in the .ppllclble wIge determination Incorporated into the
contract.
e. The weekly lubmlnion af a properly ellecuted
certification lei forth on the revene side of Oplional Form
WH.)47 shall satisfy the requiremenl for rubmiulon of the
"Statement of Compliance" required b)' paraaraph 2d of Ihi,
Section V,
f. Th. falllneallon of any of th. .hov. ..nlneallono may
subject the contraClor ta civil lOr criminal proseculian under
Section 1001 01 Till. I8Ind Scl:llon 231 olTid. 31 orlh,Unillll
Slltes Code.
.' The contractor or subcontractar shall make the records
nquired under para.raph 2b of this Section V available for
in.pecllon, eO'P)'lna, or Iranscription by authlOrhed
ftPresen'lllvesoftheSHA,1heFHWA,ortheDOL,andlhlll
permit such rtlUelenul!YCs, to interview employees durin a
workin& hours on the Job, If Ihe contraCtor lOr subcontraclar
falll to submit the required record I or 10 make them IYlilable:,
the SHA,lhe FHWA, DOL, or III mly, after wrlmn nOlice
to Ihe cannUlar, ,ponsor, applicant, or owner, like ,uch
aClionsl1 mlY be necessary to caun Ihe suspension of Iny
funher payment, advance, or Juaran1C'C of funds. Funht'l'more,
failure 10 submh Ihe required records upon request or ID make
such record I availlble mly be ,roundS for debarment action
punuanllo 29 CFR 5.12,
I. Final Coni"....:
Upon completilOn of the contnC1, the conlUClor Ih~1l
submillo Ihe SHA conulcun, officer, for lransminion 10 tht
FHWA with the voucher for flnll paymenl for an)' work
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performed under the contract, a ccrtiricate concerning wages
and classifications for laborers, mechanics. watchmen, and
guards employed on the project, in the following form:
The undersigned contractor on
(Projee! No,)
hereby ecniries that all laboreTs. mechanics. apprentices,
trainees. watchmen, and guards directly employed or employed
by any subconlractor performing work under the contract on
the project haye been paid wages at ratcs nol less than those
required by Ihe contract provisions, and thai the work
performed by each such laborer. mechanic, apprentice, or
Hainee. watchman. and guard conformed to Ihe classirications
set fonh in the contracl or 'raining proaram provisions
applicable to lhe wage rale paid.
Signature and title
,.
VI. RECORD OF MATERIALS, SUPPLIES,
AND LABOR
I. On all Federal.aid primary, urban, Ind Interstate System
contracts, except those which provide solely ror the inslallalion
of protective devices at railroad Brade crossings, those which
are constructed on a rorce account or direct labor basis, highway
beautification contracts, and contracts for which the total final
construction cost for roadway and bridge is less than Sl,ooo,ooo
(23 CFR Pari 63l) Ih' eOntroelo, shall:
I. Become ramlliar with the list of specific materials and
supplies contained in Fonn FHW A-47, "Stalement or Materials
and Labor Used by ContraClor of Highway Construction
Involving Federal Funds," prior to Ihe commencement of work
under this conlract.
b. Maintain a record of the lotal COSI of all materials and
supplies purchased for and Incorporated In the work, and also
of Ihe quantities of thos,: speclnc materials and supplies lined
on Form FHWA~'t and in the units Ihown on Form
FHWA-47,
c. Furnhh, upon the completion of Ihe contrlct, to Ihe
SHA resldenl en,ln<<r on Form FHWA-47 to,"her with the
data required in pltlaraph Ib relltlve 10 materials and lupplies,
a finalllbor lummary of III contracl work indicatln,the lotal
hours wC'rked Ind the lotllamount earned.
2. At the prime contrlctOr'l oplion, ellhet I Iln,le repart
cavcrina all connlct work or leparale reponl for tl1e conlractor
and for each lubcontractlhlll be lubmlncd,
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VII, SUBLmlNG OR ASSIGNING
THE CONTRACT
I. The COntraClor Ihlll perform with lu own or.anlulion
contract work lmOuntinalo nOII<<I Ihan 30 percent (or a ItCller
pcrcentllt Itlpecmed elsewhere in the conlrlct) of Ihe 10111
ori~inal eonlraet price, mludina any IpeclollY Iteml deli,naled
by Ihe 51.... S~eelaltY ilems may be perrorm.d by lubeonlrae!
Ind Ihe amounl of Iny luch Ipecillly hemllO performed mlY
be deductrd from 1he tOlll ori,inal conlract prll:C bdore
com put in, the amounl of work required 10 be performed b)!
ohe <onlraeto,'s own or,.nlu'ion (21 CFR Pan 6Il).
pa,. 6
lanuary 19&1
..~-'--'-----"'~"'."'~..~._'~~
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a. "Its own organization" shall be construed to include
only workers employed and paid directly by the prime contractor
and equipment owned or rented by the prime contractor, with
or without operalou. Such term does not include employees
or equipment of a subcontractor . assignee, Dr agent of the prime
contractor.
b. "Specialty Items" shall be construed lO be limited to
work that rcquires highly specialized knowledge. abilities, or
equipment not ordinarily available in the type of contracting
oraaniulions qualified and expectcd to bid on the contract a.s
I whole and in general are to be limited to minor cDmponents
of the Dverall contract.
2. The contnct amount upon which the requirement set fonh
in paragraph I of this Section VII is computed includes the cost
of malcrials and manufactured products which are 10 be
purchased or produccd by the contractor under Ihe contract
provisions.
3. The contractor Ihall furnish (al a competent
superintendent or supervisor who is employed by the firm, has
fullalJthority 10 direct performance of the work in accordance
with the contract rcquiremenu, and is in charge of all
construction operations (regardless of who performs the work)
and (b) luch other of its own organizational resources
(supervision, manlBcment. and enginccrina services) as the SHA
conulains officcr determines is neceSSlr)! to assure the
performancc of the contract.
~. No pOrllon of Ihe <onlrae! shall be sublet, IIli,"ed or
otherwise disposed of except with the written consent of the
SHA contractinl officcr t Dr authorized representativc, and such
consent when liven Ihall nol be conSltued to rellevc the
conUlctor of any responsibility rOt the futnllment of the
contraa. Written consent will be alven only .fter the SHA has
assured Ihat cach lubcontract is evidenced in writina and Ihat
It conwns all penlnent provisions and requirements of the primc
contract.
I
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VIII. SAFETY: ACCIDENT PREVENTION
I. In the perronnlnce or this contraC! the eontractor shall
eomply wilh all applleable F,deral. S,ale, Ind lo,al laws
,overnln, safelY, heolth. and sanlla,lon (23 CFR Pan 63l). The
,ontraelor shall provide 011 saf"uards, safety deyj... Ind
protective equipment and take any other needed actions II It
dClermlncs, or I. the SHA conUlctln, officer may determine,
10 be "asonahly ne,,"ary 10 proteel ,he lire and h,oIlh of
,mploy<<s on the Job and Ihe Sar'lY or the pubU, Ind 10 pro"el
propeny in connection with the performance of the work
covered by the cantraC1,.
2. II II a ,ondillon of this eontratt, and Ihlll b' mad, a
condition of elch lubconUlct entered Into punulnl 10 this
contract, thallhe contraClor Ind any lubcontractor IhlU not
require Iny II borer or mechanic employed in performance of
the contract 10 work in lurroundln,l or under condhians which
arc unllnita!')', hlllrdous, or danlcroul la hll/her health or
'lfelY, II del ermined under conmuction Ilfety Ind health
'landard. ITille 29, Code of F,deral Re,ulallons, Pan 1926
Hormerly Pan Ill8) as may be "vised I promul,ated by th,
S,crelary of Labor, In letordsn" with Seelion 107 or oh,
ConIne, Work Hours and Safety Slandards Aet (B! SIal. 96).
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In order to allUre hiBb quality and durable construction in
conformity with approved plans and specifications and a hilh
deBtee: of reliability on statements and representations made by
cnsinecrs. conu.I:tors, suppliers. and workers on Federal.aid
hiahwIY projeeu, it is essentiallhlt all ptrsons concerned with
the project perform their functions as cardull)', tboroughly,
and hunestly as possible. Willful falsification, dislonion, or
misrcpro:scntllion with respect co any raeu related 10 the projm
is I violation of feder.llaw. To preyentloy misunderstanding
rc,udill,lhc seriousness ortnese &rid similar Icts,lhe following
notice shall be polled on each Federal.aid hi,hway project (23
CFR Pm 635) in one or more places where it is readily Ivailable
to all persons concerned wilh Ihe project:
IX. FALSE STATEMENTS CONCERNING
HIGHWAY PROJECTS
c
NOTICE TO ALL PERSONNEL ENGAGED ON
FEDERAL.AID HIGHWAY PROJECTS
Title 18, United Slltes Code, Se~lon 1020, reads as follows:
"Whoever. hein, an ofru:cr, laenl, or employee of the Unlled
Stites, or of Iny Slate or Territory. or whoever, whether I
penon, assoclalion, firm, or corporadon, knowinaly mikes any
false Slatemenl. false representadon. or false reporl IS to Ihe
character, qualilY, quantity, or cost of the malerial used or to
be used, or the quantity or qualhy of the work performed Dr
10 Ix performed, or the costs thereof in conneclion with lhe
subminion of plans, maps,spcclriclllons. conuaclS, or costs
or construction on Iny hiahw.y or rellted project submittcd
ror Ipprovlllo Ihe Settetary or Transportldoni or.
"Whoever knowlnlly makes Iny false statement, ralle
representltion, 'aile repan or false claim with respecllo the
charlcter. qualhy, quantity, or cost of any work performed Dr
10 be perrormed. or mllerlals furnished or to be furnished. in
connection with the conSlrucllon of Iny hlahwl)' or rellled
project approved by Ihe Secrellry or Trlnsporlltlonj or
"Whoever knowln.l)' mikes In)' rlbe stDlemeRt or false
representallon IS 10 mllerlll flclln Iny lIatemenl, Cf:nlncltc,
or repon submitted punuant 10 provisions of Ihe Federal.Ald
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Roads Act approved July I. 1916. (39 Sial. 355). as amended
and supplemented:
"SIlaIl be: fined nOl more than SIO,OOO or imprisoned not
more thin 5 years, or both."
X. IMPLEMENTATION OF CLEAN AIR ACT AND
FEDERAL WATER POLLUTION CONTROL ACT
(Applicable Federll-aid construction conUICIS 3nd related
subcontracts exceedina SIOO,OOO.)
By submission or Ihis bid, or Ihe cxecutlon of this contrlct
or subcontract, IS appropriale, Ihe bidder, Federal.aid
conStruction conuactor, or subcontractor. IS appropriate. will
be deemed 10 have stipulated 15 follows:
I. Thlt Iny flcility lhal is or will be utilized In Ihe
perform.n~ or Ihls conuat:l, unless such contract is exempt
under the Clean Air ACI, IS Imended (42 U.S,C. 1857 el scq.,
IS amended by Pub. L. 91-604), Ind under the Federal Walcr
Pollution Conual Act, IS I1mended (33 U.S.C. 1251, cl seq.,
as am.nded by Pub, L, 92.5(0). Emulive Order 11738, and
relulJlions In implemenlltion thereof (.0 CFR Pm 15) is not
tislcd. on the dlte or canlrlaaward, on the U.S. EnviroMlental
Protection Alenc)' (EP A) Lisl or Violatlna facilities pursuant
10 40 CFR 15.20.
2. That the firm agrees 10 comply and remain in compliance
wilh alllhe ,cqulrcmenll of Seellon 114 of lhe Clean Air Act
and Section 308 of ,he Federal Waler Pollulion Control Act
Ind III rClullllons and luidellnes tisted thereunder.
J, That Ih. firm Ihall promptly nomy Ihe SHA of Ihe rccelpl
or afty communication from the DlreClor, Office or Federal
Actlvltl", EPA. Indlcalin,lhal a faelllty ,hat II or will be
udliled ror the connlclls under consideration to be lIncd on
Ih. EPA LIII of Vlolatlna Facilities.
4. That Ihe nrm ..rees 10 include or tlUle to be lncluded
th. rcqulrcmenll of paraaraphl Ilhroulh 4 of this Section X
In every nonckempl subcontractt and further I,rees 10 lIkc such
Iction II Ihe ,overnmenl may direct IS I melns or enfordna
luch requirements.
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1 AMENDMENT
2 REQUIRED CONTRACT PROVISIONS
3 FEDERAL.AID CONSTRUCTION CONTRACTS
4 (Exclusive of Appalachian Contracts)
5
6 Under Section IV, Paragraph 4a(1), add:
7
8 The provisions in this section allowing apprentices to work at less than the
9 predetermined rate when they are registered in a bona fide apprenticeship
10 program registered with the U,S, Department of Labor, Manpower
11 Administration, or with the Bureau of Appreticeship and Training, does not
12 preclude a requirement for the Contractor to pay apprentices the lull
13 applicable predetermined rate In the event a State Apprenticeship Agency,
14 recognized by the Bureau, has not approved, or withdraws approval, of an
15 apprenticeship program,
16
17 Under Section VII, Item No, 1 is revised to read:
18
19 1. The Contractor shall perform with its own organization contract work
20 amounting to not less than 40 percent of the original total contract
21 price, except that any items designated by the State as "Specialty
22 Items" may be performed by subcontract and the amount 01 any such
23 "Specialty Items" so performed may be deducted from the original
24 total contract price before computing the amount of work required to
25 be perlormed by the Contractor's own organization.
26
27 Amendment to Form FHWA 1273
28 Revised December 21, 1987
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PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
OCCUPATION: CARPENTERS
LOCATION: (STATE: CARPENTERS)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SKAGIT, ~NOHOMISH, THURSTON AND WHATCOM COUNTIES.
FRINGE BENEFITS
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HEALTH AND WELFARE
PENSION
TRAINING FUND
1.50
1.40
.06
$/HR.
$/HR.
$/HR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
******* STATE WAGE RATE GROUP LISTING *******
070-0020 ACOUSTICAL WORKER
070-0040 BRIDGE, DOCK AND WHARF BUILDER
070-0060 CARPENTER
070-0100 CARPENTER - WORKING BURNED, CHARRED,
CREOSOTED OR TREATED MATERIAL
070-0140 DRYWALL APPLICATOR
070-0150 FLOOR FINISHER
070-0160 FI,OOR LAYER
070-0170 FLOOR SANDER
070-0200 MILLWRIGHT AND MACHINE ERECTOR
070-0250 PILEDRIVER
070-0300 SAW FILER
070-0310 SHINGLER - WOOD AND COMPOSITION
070-0330 STATIONARY POWER SAW OPERATOR
070-0340 STATIONARY POWER WOODWORKING TOOL OPERATOR
OTHER
070-9070 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HRS/DAY OR 40 HRS/WK., MON. THRU FRI.,
AND ALL HRS. WORKED SAT. (EXCEPT WHEN WORKED
AS A MAKE-UP DAY), SHALL BE PAID 1 1/2 TIMES
THE REGULAR RATE OF PAY. ALL HOURS WORKED
SUN. AND HOLIDAYS PAID DOUBLE THE REGULAR
RATE OF PAY.
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STATE
STATE
STATE FEDERAL
RATE RATE
18.03
18.07
17.87
17.97
17.87
18.00
18.00
18.00
18.37
18.07
18.00
18.00
18.00
18.00
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PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
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OCCUPATION: CARPENTERS
LOCATION: (STATE: CARPENTERS)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES.
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070-9071 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING
DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY
AND CHRISTMAS DAY.
070~9072 STATE: FOREMAN - $1.00 ABOVE THE HIGHEST
JOURNEYMAN WAGE SUPERVISED.
070-9075 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS
PER DAY UNDER THE CONDITIONS STIPULATED IN
WAC 296-127-022.
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PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: CARPENTERS
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LOCATION: (FED: CARPENTERS) .
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN,
SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES.
FRINGE BENEFITS
TOTAL HOURLY BENEFITS
WAGE RATES
2.96 $/HR.
FEDERAL
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** FEDERAL WAGE RATE GROUP LISTING ******
070-0040 BRIDGE, DOCK AND WHARF BUILDER
070-0060 CARPENTER
070-0100 CARPENTER - WORKING BURNED, CHARRED,
CREOSOTED OR TREATED MATERIAL
070-0200 MILLWRIGHT AND MACHINE ERECTOR
070-0250 PILEDRIVER
070-0300 SAW FILER
070-0330 STATIONARY POWER SAW OPERATOR
070-0340 STATIONARY POWER WOODWORKING TOOL OPERATOR
18.07
17.87
17.97
18.37
18.07
18.00
18.00
18.00
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: CEMENT MASONS
FEBRUARY 15, 1989
LOCATION: (STATE: CEMENT MASONS)
CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE AND THURSTON COUNTIES.
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
TRAINING FUND
1.60
1.75
.10
$/HR.
$/HR.
$/HR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
******* STATE WAGE RATE GROUP LISTING *******
GROUP 1
090-0260 APPLICATION OF SEALING COMPOUND
090-0015 CEMENT MASON - BUILDING GENERAL
090-0210 CONCRETE PAVING
090-0240 CURB AND GUTTER
090-0230 CURING CONCRETE
090-0220 PATCHING CONCRETE
090-0250 SIDEWALKS
GROUP 2
090-0330 APPLICATION OF UNDERLAYMENT
090-0350 COMPOSITION MASTIC
090-0280 CONCRETE SAW (SELF POWERED)
090-0360 EPOXY
090-0310 FINISH COLORED CONCRETE
090-0075 GRINDER, HAND POWERED
090-0370 GUNITE NOZZLEMAN
090-0270 PLASTIC
090-0290 POWER TOOLS (GRINDERS AND ALL OTHERS)
090-0190 POWER TROWEL MACHINE
090-0300 SANDBLASTING ARCHITECTURAL FINISH
090'.0320 TUNNEL WORKERS
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18.41
18.41
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18.41 "
18.41
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
OCCUPATION: CEMENT MASONS
WCATION: (STATE: CEMENT MASONS)
CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE AND THURSTON COUNTIES.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
******* STATE WAGE RATE GROUP LISTING *******
GROUP 3
090-0340 TROWEL MACHINE ON COLORED SLABS,
COMPOSITION OR KALMAN FLOORS
19.91
OTHER
090-9090 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS
PER DAY, MON. THRU FRI., UNDER CONDITIONS
STIPULATED IN WAC 296-127-022.
090-9091 STATE: OVERTIME - ALL EOURS WORKED IN EXCESS
OF 8 HRS/DAY OR 40 HRS/WK., MON. THRU FRI.
AND ALL HOURS WORKED ON SAT. (EXCEPT MAKE-UP
DAYS), SHALL BE PAID 1 1/2 TIMES THE REGULAR
RATE OF PAY. ALL HOURS WORKED SUNDAYS AND
HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR
RATE Or' PAY.
090-9092 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING
DAY, THE FRIDAY AND SATURDAY FOLLOWING
THANKSGIVING DAY AND CHRISTMAS DAY.
090-9095 STATE: FOREMAN
2 - 5 MEN SUPERVISED $/HR. 19.26
6 OR MORE MEN SUPERVISED 19.91
GENERAL FOREMAN 20. il4
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
OCCUPATION: CEMENT MASONS
LOCATION: (FED: CEMENT MASONS)
CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS (NORTHERN
PORTION), MASON, PACIFIC (NORTHERN PORTION), PIERCE, THURSTON,
AND SNOHOMISH (SOUTHERN PORTION) COUNTIES.
FRINGE BENEFITS
i i
FEDERAL' ,
TOTAL HOURLY BENEFITS
3.45 $/HR.
WAGE RATES
; i
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STATE FEDERAL
RATE RATE r I
i I
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** FEDERAL WAGE RATE GROUP LISTING ******
090-0010 CEMENT MASON
090-0020 COLOR
090-0030 COMPOSITION, EPOXY
090-0070 GRINDER
090-0080 GUNITE NOZZLEMAN
090-0110 MASTIC
090-0140 POWER TOOL OPERATOR
090-0390 TROWEL MACHINE
18.41 ii
18.66 11
18.66
18.66 II
18.66 U
18.66
18.66 \1
18.66
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
OCCUPATION: DIVERS AND TENDERS
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LOCATION: (STATE: DIVERS & TENDERS)
CHELAN, CLALLAM, DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, KITTITAS, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN,
SKAGIT, SNOHOMISH, THURSTON, WHATCOM AND YAKIMA COUNTIES.
FRINGE BENEFITS
APPRENTICE TRAINING
HEALTH AND WELFARE
PENSION
.06
1.50
1.40
$/HR.
$/HR.
$/HR.
STATE
STATE
STATE
WAGE RATES
OCCUPATION
CODE
OCCUPA'L'ION
DESCRIPTION
STATE FEDERAL
RATE RATE
******* STATE WAGE RATE GROUP LISTING *******
110-0080 ASSISTANT TENDER
110-0060 DIVERS - UP TO 50 FEET DEPTH
110-0030 TENDERS
18.07
44.27
19.12
OTHER
o
110-9110 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS
PER DAY, MON. THRU FRI., UNDER CONDITIONS
STIPULATED IN WAC 296-127-022.
110-9112 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8HRS/DAY OR 40 HRS/WK, MON. THRU FRI.,
AND ALL HOURS WORKED ON SAT. (EXCEPT MAKE-UP
DAY DUE TO INCLEMENT WEATHER), SHALL BE PAID
1 1/2 TIMES THE REGULAR RATE OF PAY. ALL
HOURS WORKED SUNDAYS AND HOLIDAYS SHALL BE
PAID DOUBLE THE REGULAR RATE OF PAY.
110-9114 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING
DAY, THE FRIDAY AND SATURDAY FOLLOWING
THANKSGIVING DAY AND CHRISTMAS DAY.
110-9116 STATE: 50 FT. TO 100 FT. DEPTH - $1.00
PER FT. FOR EACH FT. OVER 50 FT.
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: DIVERS AND TENDERS
LOCATION: (STATE: DIVERS & TENDERS)
CHELAN, CLALLAM, DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, KITTITAS, LEWIS, MASON, PACIFIC, PIERCE, SAN JUAN,
SKAGIT, SNOHOMISH, THURSTON, WHATCOM AND YAKIMA COUNTIES.
OTHER
110-9118 STATE: 100 FT. TO 175 FT. DEPTH - $2.25
PER FT. FOR EACH FT. OVER 100 FT.
110-9120 STATE: 175 FT. TO 250 FT. DEPTH - $5.50
PER FT. FOR EACH FT. OVER 175 FT.
110-9122 STATE: FOR DIVING DEPTHS GREATER THAN
250 FT. DIVERS MAY NAME THEIR OWN PRICE.
PROVIDED IT IS NO LESS THAN THE SCALE
FOR 250 FT.
110-9124 STATE: THE WAGE RATES AND DEPTH PREMIUMS
ARE FOR SURFACE SUPPLIED DIVERS AND SCUBA
DIVERS.
THE STANDBY RATE OF PAY FOR DIVERS SHALL BE
ONE-HALF THE DIVERS RATE OF PAY.
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: FENCE ERECTORS AND FENCE LABORERS
LOCATION: (STATE: FENCE ERECTORS AND FENCE LABORERS)
STATEWIDE EXCEPT SAN JUAN COUNTY.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
******* STATE WAGE RATE GROUP LISTING *******
250-0010 FENCE ERECTOR
250-0020 FENCE LABORER
13.80
11.60
OTHER
250-9250 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL
BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY.
250-9255 STATE: EFFECTIVE JUNE 9, 1988, TYE PAYMENT
OF OVERTIME RATES IS NOT REQUIRED FOR THE
FIRST 2 HOURS IN EXCESS OF 8 HOURS PER DAY,
MONDAY THRU FRIDAY, UNDER CONDITIONS
STIPULATED IN WAC 296-127-022.
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PREVAILING MINIMUM HOURLY WAGE RATES
t:l
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FEBRUARY 15, 1989
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OCCUPATION: FLAGGERS
LOCATION: (STATE: FLAGGERS)
CHELAN, CLALLAM, DOUGLAS, GRAYS HARBOR, ISLAND, JEFFERSON,
KITSAP, KITTITAS, LEWIS, MASON, PACIFIC, PIERCE, SKAGIT,
SNOHOMISH, THURSTON, WHATCOM AND YAKIMA COUNTIES.
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
TOTAL HOURLY BENEFITS
TRAINING FUND
1.75
1.55
3.43
.13
$/HR.
$/HR.
$/HR.
$/HR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
******* STATE WAGE RATE GROUP LISTING *******
260-0010 FLAGGER
OTHER
260-9260 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS
PER DAY UNDER CONDITIONS STIPULATED IN
EAC 296-127-022.
260-9262 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL
BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY.
10
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RATE RATE Ii
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: FLAGGERS
LOCATION: (FED: FLAGGERS)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM NORTHERN
BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE,
SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM AND THE
PARTS OF YAKIMA COUNTY LYING WEST OF THE l20TH MERIDIAN.
FRINGE BENEFITS
TOTAL HOURLY BENEFITS
WAGE RATES
3.43 $/HR.
FEDERAL
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STA'l'E
RATE
FEDERAL
RATE
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****** FEDERAL WAGE RATE GROUP LISTING ******
260-0020 FLAGMEN
10.78
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III
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
OCCUPATION: IRONWORKERS
LOCATION: (STATE: IRONWORKERS)
STATEWIDE
FRINGE BENEFITS
APPRENTICESHIP
HEALTH AND WELFARE
PENSION
ANNUITY
.25
2.36
2.15
1.05
$/HR.
$/HR.
$/HR.
$/HR.
STATE
STATE
STATE
STATE
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE'
****** STATE WAGE RATE GROUP LISTING ******
330-0010 BURNERS
330-0100 FOREMAN
330-0110 GENERAL FOREMAN
330-0005 IRONWORKERS
330-0040 ORNAMENTAL
330-0050 REINFORCING
330-0060 RIGGERS
330-0080 STRUCTURAL
330-0090 WELDERS
OTHER
18.26
19.76
20.76
18.26
18.26
18.26
18.26
18.26
18.26
330-9330 STATE: NOTE - EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS
PER nAY, MON. THRU FRI., UNDER CONDITIONS
STIPULATED IN WAC 296-127-022.
330-9332 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HOURS PER DAY, MON. THRU FRI., AND THE
FIRST 10 HOURS ON SAT. SHALL BE PAID 1 1/2
TIMES THE REGULAR RATE OF PAY. ALL OTHER
OVERTIME HOURS AND ALL HOURS WORKED SUN. AND
HOLIDAYS SHALL BE PAID DOUBLE THE REGULAR RATE
OF PAY.
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: IRONWORKERS
LOCATION: (STATE: IRONWORKERS)
STATEWIDE
OTHER
330-9334 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING
DAY, THE FRIDAY FOLLOWING THANKSGIVING DAY
AND CHRISTMAS DAY.
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PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: IRONWORKERS
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LOCATION: (FED. IRONWORKERS)
STATEWIDE EXCEPT D.O.E. HANDFORD SITE IN BENTON AND
FRANKLIN COUNTIES.
FRINGE BENEFITS
TOTAL HOURLY BENEFITS
5.81 $/HR.
. \
FEDERAL: i
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE
RATE
i i
FEDERAL' '
RATE
****** FEDERAL WAGE RATE GROUP LISTING ******
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18.26
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OCCUPATION: LABORERS
PREVAII,ING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
HWY-R32320-M
LOCATION: (FED. LABORERS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY
NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN),
PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, AND THE
PORTIONS OF THE FOLLOWING COUNTIES LYING WEST OF THE l20TH
MERIDIAN: CHELAN, OKANOGAN
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FRINGE BENEFITS
TOTAL HOURLY BENEFITS 3.43 $/HR.
WAGE RATES
OCCUPATION OCCUPATION
CODE DESCRIPTION
I ****** FEDERAL WAGE RATE GROUP LISTING ******
GROUP 1
I 350-0730 FENCE LABORER
350-0745 FINAL CLEAN-UP
I 350-2101 WINDOW CLEANER
GROUP 2
I 350-0091 BATCH WEIGHMAN
350-0461 CRUSHER FEEDER
350-1260 PILOT CAR
I 350-1871 TOOLROOM MAN (AT JOB SITE)
GROUP 3
I 350-0081 BALLAST REGULATOR MACHINE
350-0241 CARPENTER TENDER
I 350-0271 CEMENT FINISHER TENDER
350-0310 CHIPPER
350-0340 CHUCK TENDER
350-0390 CONCRETE FORM STRIPPER
, 350-0471 CURING CONCRETE
350-0520 DEMOLITION, WRECKING AND MOVING (INCL.
CHARRED MATERIALS)
I 350-0710 EPOXY TECHNICIAN
350-0810 GABION BASKET BUILDER
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FEDERAL
STATE FEDERAL
RATE RATE
8.46
8.46
8.46
10.78
10.78
10.78
10.78
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
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OCCUPATION: LABORERS
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LOCATION: (FED. LABORERS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY
NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN),
PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, AND THE
PORTIONS OF THE FOLLOWING COUNTIES LYING WEST OF THE l20TH
MERIDIAN: CHELAN, OKANOGAN
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** FEDERAL WAGE RATE GROUP LISTING ******
GROUP 3
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
350-0821 GENERAL LABORER
350-0860 GRINDERS
350-1371 POT TENDER
350-1391 POWDERMAN HELPER
350-1765 STAKE HOPPER
350-1880 TOPMAN - TAlLMAN
350-1941 TUGGER OPERATOR
350-2030 VIBRATING SCREED (AIR, GAS OR ELECTRIC)
GROUP 4
350-0051 ASPHALT RAKER
350-0250 CEMENT DUMFER - PAVING
350-0421 CONCRETE SAW OPERATOR
350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR
350-0720 FALLER AND BUCKER - CHAIN SAW
350-0830 GRADE CHECKER
350-0951 HIGH SCALER
350-0966 HOD CARRIER
350-0981 JACKHAMMER
350-1091 MANHOLE BUILDER
350-1200 NOZZLEMAN (CONCRETE PUMP, GREEN CUTTER WHEN
USING COMBINATION OF HIGH PRESSURE AIR AND
WATER ON CONCRETE AND ROCK, SANDBLAST,
GUNNITE, SHOTCRETE) WATER BLASTER
350-1256 PAVEMENT BREAKER
350-1315 PIPE RELINER (NOT INSERT TYPE)
350-1280 PIPELAYER AND CAULKER
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15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
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15.94 I'
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HWY-R32320-AA
PREVAILING MINIMUM HOURI,Y WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: LABORERS
LOCATION: (FED. LABORERS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY
NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN),
PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, AND THE
PORTIONS OF THE FOLLOWING COUNTIES LYING WEST OF THE l20TH
MERIDIAN: CHELAN, OKANOGAN
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** FEDERAL WAGE RATE GROUP LISTING ******
GROUP 4
350-1485 RAILROAD SPIKE PULLER (POWER)
350-1753 SPREADER (CONCRETE)
350-1751 SPREADER - CLARY POWER OR SIMILAR TYPES
350-1840 TAMPER (MULTIPLE AND SELF PROPELLED)
350-1820 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS
OPERATED TOOLS
350-1865 TIMBERMAN - SEWER (LAGGER, SHORER, & CRIBBER)
350-1905 TRACK LINER (POWER)
350-2000 VIBRATOR
350-2091 WELL-POINT MAN
GROUP 5
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
350-0200 CAISSON WORKER
350-1110 MINER
350-1380 POWDERMAN
350-1500 RE-TIMBERMAN
OTHER
16.30
16.30
16.30
],6.30
350-9350 FEDERAL: FOOTNOTE "C" - THE FOLLOWING REDUCED
RATES MAY BE PAID ON PROJECTS WHICH HAVE A
TOTAL VALUE LESS THAN $3 MILLION, EXCLUDING
THE COST OF ELECTRICAL, MECHANICAL AND UTIL-
ITIES. UTILITIES INCLUDE SANITARY AND STORM
SEWERAGE AND FACILITIES FOR THE DELIVERY OF
WATER, ELECTRICITY, GAS AND COMMUNICATIONS.
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PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: LABORERS
LOCATION: (FED. LABORERS) CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING,
KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY
NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN),
PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM, AND THE
PORTIONS OF THE FOLLOWING COUNTIES LYING WEST OF THE l20TH
MERIDIAN: CHELAN, OKANOGAN
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350-9351
GROUP 1
GROUP 2
GROUP 3
GROUP 4
GROUP 5
$ 8.46/HR.
10.78
13.14
13.55
13.86
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OCCUPATION: LABORERS
PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
HWY-R32320-AA
LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
TRAINING FUND
1.75
1.55
.13
$/HR.
$/HR.
$/HR.
STATE
STATE
STATE
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
8.46
10.78
10.78
10.78
10.78
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
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****** STATE WAGE RATE GROUP LISTING ******
GROUP 1
350-2100 WINDOW CLEANER
GROUP 2
350-0090 BATCH WEIGHMAN
350-0460 CRUSHER FEEDER
350-1260 PILOT CAR
350-1870 TOOLROOM MAN (AT JOB SITE)
GROUP 3
350-0080 BALLAST REGULATOR MACHINE
350-0240 CARPENTER TENDER
350-0270 CEMENT FINISHER TENDER
350-0310 CHIPPER
350-0340 CHUCK TENDER
350-0350 CLEAN-UP LABORER
350-0390 CONCRETE FORM STRIPPER
350-0470 CURING CONCRETE
350-0520 DEMOLITION, WRECKING AND MOVING (INCL.
CHARRED MATERIALS)
350-0710 EPOXY TECHNICIAN
350-0810 GABION BASKET BUILDER
350-0820 GENERAL LABORER
350-0860 GRINDERS
350-1370 POT TENDER
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OCCUPATION: LABORERS
PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
HWY-R32320-AA
LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES
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WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 3
350-1390 POWDERMAN HELPER
350-1765 STAKE HOPPER
350-1880 TOPMAN - TAlLMAN
350-1940 TUGGER OPERATOR
350-2030 VIBRATING SCREED (AIR, GAS OR ELECTRIC)
GROUP 4
350-0050 ASPHALT RAKER
350-0250 CEMENT DUMPER - PAVING
350-0420 CONCRETE SAW OPERATOR
350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR
350-0720 FALLER AND BUCKER - CHAIN SAW
350-0840 GRADE CHECKER AND TRANSIT MAN
350-0950 HIGH SCALER
350-0965 HOD CARRIER
350-0980 JACKHAMMER
350-1090 MANHOLE BUILDER
350-1200 NOZZLEMAN (CONCRETE PUMP, GREEN CUTTER WHEN
USING COMBINATION OF HIGH PRESSURE AIR AND
WATER ON CONCRETE AND ROCK, SANDBLAST,
GUNNITE, SHOTCRETE) WATER BLASTER
350-1256 PAVEMENT BREAKER
350-1315 PIPE RELINER (NOT INSERT TYPE)
350-1280 PIPELAYER AND CAULKER
350-1485 RAILROAD SPIKE PULLER (POWER)
350-1753 SPREADER (CONCRETE)
350-1750 SPREADER - CLARY POWER OR SIMILAR TYPES
350-1840 TAMPER (MULTIPLE AND SELF PROPELLED)
350-1820 TAMPER AND SIMILAR ELECTRIC, AIR AND GAS
OPERATED TOOLS
350-1865 TIMBERMAN - SEWER (LAGGER, SHORER, & CRIBBER)
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STATE FEDERAL
RATE RATE
15.46
15.46
15.46
15.46
15.46
15.94
l5.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
OCCUPATION: LABORERS
LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION"
DESCRIPTION
STATE FEDERAL
RATE RATE
****** STATE WAGE RATE GROUP LISTING ******
GROUP 4
350-1905 TRACK LINER (POWER)
350-2000 VIBRATOR
350-2090 WELL-POINT MAN
15.94
15.94
15.94
GROUP 5
350-0200 CAISSON WORKER
350-1110 MINER
350-1379 POWDERMAN
350-1500 RE-TIMBERMAN
OTHER
16.30
16.30
16.30
16.30
350-9349 PLEASE NOTE: EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT
HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER
CONDITIONS STIPULATED IN WAC 296-127-022.
350-9350 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HRS./DAY OR 40 HRS./WK., MON. THRU FRI.,
AND ALL HOURS WORKED ON SAT. (EXCEPT A MAKE-
UP DAY) SHALL BE PAID 1 1/2 TIMES THE REGULAR
RATE. ALL HOURS WORKED SUNDAYS AND HOLIDAYS
SHALL BE PAID DOUBLE THE REGULAR RATE.
350-9351 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING
DAY, FRIDAY AND SATURDAY FOLLOWING THANKS-
GIVING DAY AND CHRISTMAS DAY.
350-9352 STATE: FOREMAN - $0.50 PER HOUR ABOVE THE
HIGHEST LABORER'S CLASSIFICATION SUPERVISED.
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: LANDSCAPE CONSTRUCTION
LOCATION: (STATE: LANDSCAPE CONSTRUCTION)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON AND PACIFIC COUNTIES
FRINGE BENEFITS
TOTAL HOURLY BENEFITS - LANDSCAPE
PLUMBER
TOTAL HOURLY BENEFITS - LANDSCAPE
EQUIPMENT OPERATOR
WAGE RATES
3.25 $/HR.
3.95 $/HR.
STATE
STATE
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
******* STATE WAGE RATE GROUP LISTING *******
370-0030 IRRIGATION AND LANDSCAPE PLUMBERS
370-0050 IRRIGATION AND LANDSCAPE POWER EQUIPMENT
OPERATORS
370-0010 LANDSCAPING OR PLANTING LABORERS
OTHER
370-9370 STATE: OVERTIME FOR LANDSCAPE LABORERS.
ALL HOURS WORRED IN EXCESS OF 8 HOURS PER
DAY AND 40 HOURS PER WEEK SHALL BE PAID
1 1/2 TIMES THE REGULAR RATE OF PAY.
370-9372 STATE: OVERTIME FOR LANDSCAPE PLUMBERS AND
POWER EQUIPMENT OPERATORS - ALL HOURS IN
EXCESS OF 8 HRS/DAY AND 40 HRS/WK, MON. THRU
SAT. SHALL BE PAID 1 1/2 TIMES THE REGULAR
RATE OF PAY. ALL HOURS WORKED SUN. AND HOLI-
DAYS SHALL BE PAID DOUBLE THE REGULAR RATE
OF PAY.
370-9374 STATE: HOLIDAYS FOR LANDSCAPE PLUMBERS AND
POWER EQUIPMENT OPERATORS - NEW YEARS DAY,
MEMORIAL DAY, INDEPENDENCE DAY, LABOR DAY,
THANKSGIVING DAY, THE FRIDAY FOI.LOWING
THANKSGIVING DAY AND CHRISTMAS DAY.
10.62
11. 50
7.65
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: LANDSCAPE CONSTRUCTION
LOCATION: (STATE: LANDSCAPE CONSTRUCTION)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON AND PACIFIC COUNTIES
OTHER
370-9376 STATE: NOTE - EFFECTIVE JUNE 9, 1988 THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS
PER DAY, UNDER THE CONDITIONS STIPULATED
IN WAC 296-127-022.
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OCCUPATION: POWER EQUIPMENT OPERATORS
Z
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LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN
BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE,
SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM AND THE
PORTION OF THE FOLLOWING COUNTY LYING WEST OF THE l20TH
MERIDIAN: YAKIMA
FRINGE BENEFITS
TOTAL HOURLY BENEFITS
4.21 $/HR.
FEDERAL
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE
RATE
FEDERAL
RATE
****** FEDERAL WAGE RATE GROUP LISTING ******
GROUP 1
o
570-5015 CRANE - OVERHEAD, BRIDGE TYPE
100 TONS AND OVER
570-5501 CRANE 100 TONS AND OVER OR 200 FT. OF BOOM
INCLUDING JIB AND OVER
570-5506 LOADER, 8 YARDS AND OVER
570-5511 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER
GROUP 2
570-5516 CABLEWAYS
570-5025 CRANE - OVERHEAD, BRIDGE TYPE
45 TONS THROUGH 99 TONS
570-5521 CRANE OVER 45 TONS AND UP TO 100 TONS OR
OVER 150 FT OF BOOM INCLUDING JIB
570-5536 HELICOPTER WINCH
570-5546 LOADER, OVERHEAD 6 YARDS UP TO 8 YARDS
570-5730 MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR
SHIELD
570-5566 QUAD 9 AND SIMILAR, D-10 AND HD-4l
570-5541 REMOTE CONTROL OPERATOR, ETC.
570-5526 ROLLAGON
570-5561 SCRAPERS, SELF-PROPELLED 45 YARDS AND OVER
570-5551 SHOVELS, BACKHOES OVER 3 YARDS TO 6 YARDS
570-5556 SLIPF'ORM PAVERS
19.23
19.23
19.23
19.23
18.73
18.73
l8.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN
BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE,
SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHAT COM AND THE
PORTION OF THE FOLLOWING COUNTY LYING WEST OF THE 120TH
MERIDIAN: YAKIMA
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** FEDERAL WAGE RATE GROUP LISTING ******
GROUP 2
570-5531 TOWER CRANE
570-5400 TRANSPORTERS, ALL TRACK OR TRUCK TYPE
GROUP 3
18.73
18.73
570-5576 BUMP CUTTER
570-5591 CHIPPER
570-5571 CONCRETE BATCH PLANT OPERATOR
570-5035 CRANE - OVERHEAD, BRIDGE TYPE
20 TONS THROUGH 44 TONS
570-5581 CRANES, 20 TONS TIIRU 45 TONS
570-5596 CRUSHERS
570-5601 DERRICK
570-5606 DRILLING MACHINE
570-5611 FINISHING MACHINE
570-5616 LOADERS, OVERHEAD UNDER 6 YARDS
570-5620 LOCOMOTIVES, ALL
570-5626 MECHANICS, ALL
570-5636 MIXERS, ASPHALT PLANT
570-5641 MOTOR PATROL GRADERS - FINISHING, BLUETOPS,
PULLING SLOPES, DITCIIES, ETC.
570-5651 PILEDRIVER
570-5646 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM
ATTACHMENT
570-5676 SCRAPERS, SELF-PROPELLED UNDER 45 YARDS
570-5656 SCREED MAN
570-5661 SHOVELS, BACKHOES 3 YARDS AND UNDER
570-5666 SUB-GRADER - TRIMMER
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
1B.29
IB.29
18.29
1B.29
18.29
1B.29
18.29
1B.29
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PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
HWY-R32320-AA
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LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN
BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE,
SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM AND THE
PORTION OF THE FOLLOWING COUNTY LYING WEST OF THE 120TH
MERIDIAN: YAKIMA
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** FEDERAL WAGE RATE GROUP LISTING ******
GROUP 3
570-5681 TRACTOR, 60 HP AND OVER, BACKHOE AND ATTACH.
GROUP 4
,.
570-5698 A-FRAME CRANE OVER 10 TONS
570-5736 CONCRETE PUMPS
570-5706 CONVEYORS
570-5701 CRANES, UP TO 20 TONS
570-5691 DOZERS, D-9 AND UNDER, YO-YO, PAY DOZER
570-5771 DRIVER ON TRUCK CRANES OVER 45 TONS
570-5766 EQUIPMENT SERVICE ENGINEER
570-5721 FORK LIFTS
570-5711 HOISTS, AIR TUGGERS, ETC.
570-5716 LOADERS - ELEVATING TYPE
570-5726 MOTOR PATROL GRADER - NON-FINISHING
570-5731 MUCKING MACHINE, ETC.
570-5741 ROLLERS, ON PLANT, ROADMIX OR MULTILIFT
MATERIALS
570-5746 SAWS, CONCRETE
570-5751 SCRAPERS - CARRY ALL
570-5756 SPREADERS, BLAW KNOX, ETC.
570-5776 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH.
570-5761 TRENCHING MACHINES
GROUP 5
570-5796 ASSISTANT ENGINEERS
570-5686 BROOMS
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STATE FEDERAL
RATE RATE
18.29
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
15.83
15.83
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PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN
BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE,
SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM AND THE
PORTION OF THE FOLLOWING COUNTY LYING WEST OF THE l20TH
MERIDIAN: YAKIMA
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** FEDERAJJ WAGE RATE GROUP LISTING ******
GROUP 5
570-5821 COMPRESSORS
570-5831 GRADECHECKER AND STAKEMAN
570-2715 HYDRALIFTS / BOOM TRUCKS 10 TONS AND UNDER
570-5791 OIL DISTRIBUTORS, BLOWERS, ETC.
570-5786 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER
570-5801 PAVEMENT BREAKER
570-5806 POSTHOLE DIGGER, MECHANICAL
570-5811 POWER PLANT
570-5826 PUMPS, WATER
570-5781 ROLLER, OTHER THAN PLANT ROAD MIX
570-5816 WHEEL TRACTORS, FARMALL TYPE
OTHER
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.B3
15.83
570-9570 FEDERAL: FOOTNOTE "D": 85% OF THE BASE RATE
PLUS FULL FRINGE BENEFITS MAY BE PAID ON THE
FOLLOWING KINDS OF PROJECTS:
1. PROJECTS INVOLVING WORK ON BRIDGES AND
STRUCTURES WHOSE TOTAL VALUE IS LESS
THAN $1,500,000 EXCLUDING MECHANICAL,
ELECTRICAL AND UTILITY PORTIONS OF
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OCCUPATION: POWER EQUIPMENT OPERATORS
z
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LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN
BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE,
SAN JUAN, SKAGIT, SNOHOMISH, THURSTON, WHATCOM AND THE
PORTION OF THE FOLLOWING COUNTY LYING WEST OF THE 120TH
MERIDIAN: YAKIMA
OTHER
570-9571 THE CONTRACT. UTILITIES INCLUDE SANITARY
& STORM SEWERAGE AND FACILITIES FOR THE
DELIVERY OF WATER, GAS, ELECTRICITY AND
COMMUNICATIONS.
2. PROJECTS OF LESS THAN $1,000,000 WHERE
NO STRUCTURES ARE INVOLVED SUCH AS SUR-
FACING AND PAVING. UTILITIES ARE
570-9572 EXCLUDED FROM THE COST OF PROJECT.
3. MARINE TYPE PROJECTS SUCH AS DOCKR &
WHARFS UNDER $150,000.
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OCCUPATION: POWER EQUIPMENT OPERATORS
PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
HWY-R32320-AA
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
PACIFIC, PIERCE, SKAGIT, SNOHOMISH, T~ruRSTON AND WHATCOM COUNTIES
Z
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FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
TRAINING FUND
1.95
2.00
.26
$/HR.
$/HR.
$/HR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP lA
570-5015 CRANE - OVERHEAD, BRIDGE TYPE
100 TONS AND OVER
570-5500 CRANE 100 TONS AND OVER OR 200 FT OF BOOM
INCLUDING JIB AND OVER
570-5505 LOADER, 8 YARDS AND OVER
570-5510 SHOVELS AND ATTACHMENTS, 6 YARDS AND OVER
GROUP 1
570-5515 CABLEWAYS
570-5025 CRANE - OVERHEAD, BRIDGE TYPE
45 TONS THROUGH 99 TONS
570-5520 CRANE 45 TONS AND UP TO 100 TONS OR
150 FT OF BOOM INCLUDING JIB
570-5535 HELICOPTER WINCH
570-5545 LOADER, OVERHEAD 6 YARDS UP TO 8 YARDS
570-5730 MUCKING MACHINE, MOLE, TUNNEL DRILL AND/OR
SHIELD
570-5565 QUAD 9 AND SIMILAR, D-10 AND HD-4l
570-5540 REMOTE CONTROL OPERATOR, ETC.
570-5525 ROLLAGON
570-5560 SCRAPERS, SELF-PROPELLED 45 YARDS AND OVER
570-5550 SHOVELS, BACKHOES OVER J YARDS TO 6 YARDS
570-5555 SLIPFORM PAVERS
570-5530 TOWER CRANE
570-5400 TRANSPORTERS, ALL TRACK OR TRUCK TYPE
..
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STATE
STATE
STATE
STATE FEDERAL
RATE RATE
19.23
19.23
19.23
19.23
18.73
18.73
18.73
lB.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
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OCCUPATION: POWER EQUIPMENT OPERATORS
PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
HWY-R32320-AA
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 2
570-5575 BUMP CUTTER
570-5590 CHIPPER
570-5570 CONCRETE BATCH PLANT OPERATOR
570-5035 CRANE - OVERHEAD, BRIDGE TYPE
20 TONS THROUGH 44 TONS
570-5580 CRANES, 20 TONS UP TO 45 TONS
570-5595 CRUSHERS
570-5600 DERRICK
570-5605 DRILLING MACHINE
570-5610 FINISHING MACHINE
570-5615 LOADERS, OVERHEAD UNDER 6 YARDS
570-5620 LOCOMOTIVES, ALL
570-5625 MECHANICS, ALL
570-5635 MIXERS, ASPHALT PLANT
570-5640 MOTOR PATROL GRADERS - FINISHING, BLUETOPS,
PULLING SLOPES, DITCHES, ETC.
570-4730 PAVE OR CURB EXTRUDER (ASPHALT AND CONCRETE)
570-5650 PILEDRIVER
570-2975 PILEDRIVER (SKID TYPE)
570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM
ATTACHMENT
570-2565 ROTO-MILL PAVEMENT PROFILER
570-5675 SCRAPERS, SELF-PROPELLED UNDER 45 YARDS
570-5655 SCREED MAN
570-5660 SHOVELS, BACKHOES 3 YARDS AND UNDER
570-5665 SUB-GRADER - TRIMMMER
570-5680 TRACTOR, 60 HP AND OVER, BACKHOE AND ATTACH.
GROUP 3
570-5698 A-FRAME CRANE OVER 10 TONS
570-5735 CONCRETE PUMPS
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STATE FEDERAL,
RATE RATE
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29 -'
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
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PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
OCCUPATION:, POWER EQUIPMENT OPERATORS
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES
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****** STATE WAGE RATE GROUP LISTING ******
GROUP 3
570-5705 CONVEYORS
570-5700 CRANES, UP TO 20 TONS
570-5690 DOZERS, D-9 AND UNDER, YO-YO, PAY DOZER
570-5765 EQUIPMENT SERVICE ENGINEER
570-5720 FORK LIFTS
570-5710 HOISTS, AIR TUGGERS, ETC.
570-2695 HYDRALIFTS / BOOM TRUCKS OVER 10 TONS
570-5715 LOADERS - ELEVATING TYPE
570-5725 MOTOR PATROL GRADER - NON-FINISHING
570-5785 OILER DRIVER ON TRUCK CRANE
570-5740 ROLLERS, ON PLANT, ROADMIX OR MULTILIFT
MATERIALS
570-5745 SAWS, CONCRETE
570-5750 SCRAPERS - CARRY ALL
570-2815 SCRAPERS, CONCRETE
570-5755 SPREADERS, BLAW KNOX, ETC.
570-5775 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH.
570-5760 TRENCHING MACHINES
GROUP 4
570-5697 A-FRAME CRANE, 10 TONS AND UNDER
570-5795 ASSISTANT ENGINEERS
570-2575 BOBCAT
570-5685 BROOMS
570-5820 COMPRESSORS
570-5830 GRADECHECKER AND STAKEMAN
570-2715 HYDRALIFTS / BOOM TRUCKS 10 TONS AND UNDER
570-5790 OIL DISTRIBUTORS, BLOWERS, ETC.
570-5800 PAVEMENT BREAKER
570-4735 PERMANENT SHAFT-TYPE ELEVATOR
570-5805 POSTHOLE DIGGER, MECHANICAL
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STATE FEDERAL
RATE RATE
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
].5.83
:1.5.83
15.83
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS,
PACIFIC, PIERCE, SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL I !
RATE RATE i i
****** STATE WAGE RATE GROUP LISTING ******
GROUP 4
570-5810 POWER PLANT
570-4745 PROBE TENDER (ROTO-MILL)
570-5825 PUMPS, WATER
570-5780 ROLLER, OTHER THAN PLANT ROAD MIX
570-5815 WHEEL TRACTORS, FARMALL TYPE
OTHER
15.83 Ii
15.83 t!
15.83
15.83
15.83
II
LJ
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II
570-9569 PLEASE NOTE: EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT
HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER
CONDITIONS STIPULATED IN WAC 296'-127-022.
570-9570 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
,OF 8 HRS/DAY OR 40 HRS/WK., MON. THRU FRI,
AND ALL HOURS WORKED SAT. (EXCEPT WHEN WORKED
AS A MAKE-UP DAY), SHALL BE PAID AT 1 1/2
TIMES THE REGULAR RATE. ALL HOURS WORKED
SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE
THE REGULAR RATE.
570-9571 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING
DAY, FRIDAY AND SATURDAY FOLLOWING THANKS-
GIVING DAY AND CHRISTMAS DAY.
570-9572 STATE: LEADMAN $0.30 OVER MECHANIC
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PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
OCCUPATION: SIGN MEN - ELECTRICAL
LOCATION: CLALLAM, JEFFERSON, KING AND KITSAP COUNTIES.
FRINGE BENEFITS
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PENSION - LOCAL
PENSION - NEBF
.98
.50
3.00
$/HR.
$/HR.
%
STATE
STATE
STATE
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE
RATE
FEDERAL
RATE
******* STATE WAGE RATE GROUP LISTING *******
635-0020 JOURNEYMAN - GLASS
635-0030 JOURNEYMAN - MAINTENANCE
635-0040 JOURNEYMAN - SIGNMAN
635-0050 STOCKMAN (50%)
17.29
17.29
17.29
8.645
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HWY-R32320-AA PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989 I'
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OCCUPATION: SIGN HANGERS AND SIGN PAINTERS AND CONSTRUCTION MEN
Z LOCATION: CLALLAM , ISLAND AND JEFFERSON COUNTIES
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c2 ::;' 640-0090 SIGN PAINTER 12.15
u.<l: 640-0115 SPRAY PAINTER 12.15
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
1. 89 $/HR.
1. 82 $/HR.
STATE
STATE
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
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,.
730-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR
EQUIPMENT WHEN A-FRAME OR HYDRALIFT OR
SIMILAR EQUIPMENT IS IN USE
730-0080 BUGGYMOBILE AND SIMILAR
730-0100 BULK CEMENT TANKER
730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN
LOADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS ON JOB SITES:WAREHOUSING
730-0120 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN
LOADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS ON JOB SITES:OTHER THAN WAREHOUSING
730-0140 BUS OR EMPLOYEE HAUL
730-0220 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 12 YARDS TO AND INCL. 16 YARDS
18.14
17.83
17.99
17.66
18.01
17.66
17.94
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OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
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730-0210 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.78
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
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POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 5 YARDS TO AND INCL. 12 YARDS
730-0200 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.56
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:UP TO AND INCLUDING 5 YARDS
730-0260 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 40 YARDS TO AND INCL. 55 YARDS
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
STATE FEDERAL
RATE RATE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
730-0250 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 18.32
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 30 YDS. TO AND INCL. 40 YDS.
730-0240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 18.16
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS
730-0230 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.99
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER A~D SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 16 YARDS TO AND INCL. 20 YARDS
730-0405 ESCORT DRIVER OR PILOT CAR 12.50
730-0410 EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR 17.88
EQUIPMENT
730-0460 FLAHERTY SPREADER 17.99
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HWY-R32320-AA
PREVAILING MINIMID4 HOURLY WAGE RATES FEBRUARY 15, 1989
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
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WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL, ,
RATE RATE: i
..
****** STATE WAGE RATE GROUP LISTING ******
730-0500
730-0490
730-0610
17.77 L
15.75
17.66 l;
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17.83
17.56 i'
18.32
17.88 1\
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18.16 "
18.00
17.41
17.99
15.37
15.75
15.75
17.66
17.88
17.88
17.83
17.56
17.61
17.66
19.01
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FLATBED TRUCK, DUAL AXLE
FLATBED TRUCK, SINGLE REAR AXLE
FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY
SERVICE MAN AND/OR TIRE SERVICE MAN
730-0670 HYSTER OPERATORS (HAULING BULK LOOSE
AGGREGATES)
730-0690 LEVERMAN AND LOADERS AT BUNKERS AND
BACH PLANTS
730-0730 LOWBED AND HEAVY DUTY TRAILER: OVER 100
TONS GROSS
730-0710 LOWBED AND HEAVY DUTY TRAILER: UNDER 50
TONS GROSS
730-0720 LOWBED AND HEAVY DUTY TRAILER: 50 TONS
GROSS TO AND INCLUDING 100 TONS GROSS
730-0800 MECHANIC
730-0810 MECHANIC HELPER
730-0910 OIL DISTRIBUTOR DRIVER (ROAD)
730-1035 OIL/TRANSPORT TANKER
730-1025 PICK-UP SWEEPER
730-1010 PICK-UP TRUCK
730-1100 SCISSORS TRUCK
730-1140 SLURRY TRUCK AND DRIVER
730-1160 SNO-GO AND SIMILAR EQUIPMENT
730-1190 STRADDLE CARRIER (ROSS, HYSTER AND SIMILAR
730-1200 SWAMPER
730-1300 TEAM DRIVER
730-1350 TRACTOR, SMALL RUBBER-TIRED (WHEN USED WITHIN
TEAMSTER JURISDICTION)
730-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 20 YDS.
730-1560 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 16 YDS. TO AND INCL.
730-1550 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 12 YDS. TO AND INCL.
18.85
20 YDS.
18.69
16 YDS.
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** STATE WAGE RATE GROUP LISTING ******
18.53
YDS.
18.36
10 YDS.
18.20
730-1540 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 10 YDS. TO AND INCL. 12
730-1530 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 8 YDS. TO AND INCL.
730-1520 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 6 YDS. TO AND INCL. 8 YDS.
730-1515 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: OVER 4 1/2 YDS. TO AND INCL. 6
730-1501 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR.: 0 YDS. TO AND INCL. 4 1/2 YDS.
730-1750 VACUUM TRUCK
730-1810 WAREHOUSEMAN AND CHECKERS
730-2015 WATER WAGON AND TANK TRUCK:
730-2000 WATER WAGON AND TANK TRUCK:
GALLONS
730-2010 WINCH TRUCK: DUAL REAR AXLE
TO 3000 GALLONS
730-2210 WINCH TRUCK: SINGLE REAR AXLE
730-2200 WINCH TRUCK: SINGLE REAR AXLE
730-2220 WRECKER, TOW TRUCK AND SIMILAR EQUIPMENT
18.04
YDS.
17.87
17.66
17.56
OVER 3000 GALLONS 17.99
UP TO 1600 17.66
17.B3
17.88
17.66
17.66
OTHER
730-9730 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HRS/DAY OR 40 HRS/WK., MON. THRU FRI.,
AND ALL HOURS WORKED ON SATURDAYS, (EXCEPT
WHEN WORKED AS A MAKE-UP DAY), SHALL BE PAID
AT 1 1/2 TIMES THE REGULAR RATE OF PAY. ALL
HOURS WORKED ON SUNDAYS AND HOLIDAYS SHALL BE
PAID DOUBLE THE REGULAR RATE OF PAY.
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PREVAILING MINIMUM HOURLY WAGE RATES
FEBRUARY 15, 1989
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OCCUPATION: TEAMSTERS
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LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
\1:
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STATE FEDERAL'l
RATE RATE 11'
WAGE RATES
****** STATE WAGE RATE GROUP LISTING ******
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730-9731 STATE: HOLIDAYS - NEW YEARS DAY, MEMORIAL
DAY, 4TH OF JULY, LABOR DAY, THANKSGIVING
DAY, FRIDAY AND SATURDAY FOLLOWING THANKS-
GIVING DAY AND CHRISTMAS DAY.
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TOTAL HOURLY BENEFITS
3.64 $/HR.
OCCUPATION: TEAMSTERS
PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
HWY-R32320-AA
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS,
LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON,
WHATCOM, PACIFIC (THE PORTION NORTH OF THE WAHKIAKUM COUNTY
NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), AND
THE PORTIONS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH
MERIDIAN: CHELAN, DOUGLAS, OKANOGAN AND YAKIMA
FRINGE BENEFITS
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** FEDERAL WAGE RATE GROUP LISTING ******
,.
730-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR
EQUIPMENT WHEN A-FRAME OR HYDRALIFT OR
SIMILAR EQUIPMENT IS IN USE
730~0080 BUGGYMOBILE AND SIMILAR
730-0100 BULK CEMENT TANKER
730-1100 BULL LIFS, OR SIMILAR EQUIPMENT USED IN
LOADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS ON JOB SITES: WAREHOUSING
730-0120 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN
LOADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS ON JOB SITES: OTHER THAN WAREHOUSING
730-0140 BUS OR EMPLOYEE HAUL
730-0145 CHECKERS
730-0200 DUMPSTERS, AND SIMILAR EQUIPMENT: TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION: DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF: UP TO AND INCLUDING 5 YARDS
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FEDERAL
STATE FEDERAL
RATE RATE
17.64
17.33
17.49
17.16
17.51
17.06
17.16
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OCCUPATION: TEAMSTERS
PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
HI~Y-R32320-AA
Z
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LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS,
LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON,
WHATCOM, PACIFIC (THE PORTION NORTH OF THE WAHKIAKUM COUNTY
NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), AND
THE PORTIONS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH
MERIDIAN: CHELAN, DOUGLAS, OKANOGAN AND YAKIMA
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** FEDERAL WAGE RATE GROUP LISTING ******
730-0210 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 5 YARDS TO AND INCL. 12 YARDS
730-0230 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 16 YARDS TO AND INCL. 20 YARDS
730-0220 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, "TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 12 YARDS TO AND INCL. 16 YARDS
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STATE FEDERAL
RATE RATE
17.38
1'7.49
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17.44
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IIlI I
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OCCUPATION: TEAMSTERS
PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989
HWY-R32320-AA
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS,
LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON,
WHATCOM, PACIFIC (THE PORTION NORTH OF THE WAHKIAKUM COUNTY
NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), AND
THE PORTIONS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH
MERIDIAN: CHELAN, DOUGLAS, OKANOGAN AND YAKIMA
Z
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WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** FEDERAL WAGE RATE GROUP LISTING ******
730-0240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS
730-0250 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 30 YDS. TO AND INCL. 40 YDS.
730-0260 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
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THEREOF:OVER 40 YARDS TO AND INCL. 55 yARDS
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RATE RATE
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17.98
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PREVAILING MINIMUM HOURLY WAGE RATES FEBRUARY 15, 1989 :i
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LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON,
WHATCOM, PACIFIC (THE PORTION NORTH OF THE WAHKIAKUM COUNTY
NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), AND
THE PORTIONS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH
MERIDIAN: CHELAN, DOUGLAS, OKANOGAN AND YAKIMA
OCCUPATION: TEAMSTERS
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WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** FEDERAL WAGE RATE GROUP LISTING ******
730-0400 ESCORT DRIVER
730-0410 EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR
EQUIPMENT
730-0460 FLAHERTY SPREADER
730-0500 FLATBED TRUCK, DUAL REAR AXLE
730-0490 FLATBED TRUCK, SINGLE REAR AXLE
730-0610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY
SERVICE MAN AND/OR TIRE SERVICE MAN
730-0670 HYSTER OPERATORS (HAULING BULK LOOSE
AGGREGATES)
730-0690 LEVERMAN AND LOADERS AT BUNKERS AND
BATCH PLANTS
730-0730 LOWBED AND HEAVY DUTY TRAILER: OVER 100
TONS GROSS
730-0710 LOWBED AND HEAVY DUTY TRAILER: UNDER 50
TONS GROSS
730-0720 LOWBED AND HEAVY DUTY TRAILER: 50 TONS
GROSS TO AND INCLUDING 100 TONS GROSS
730-0910 OIL DISTRIBUTOR DRIVER (ROAD)
730-10l0 PICK-UP TRUCK
730-1020 PILOT CAR
730-1100 SCISSORS TRUCK
730-1140 SLURRY TRUCK DRIVER
730-1160 SNO-GO AND SIMILAR EQUIPMENT
730-11QO STRADDLE CARRIER (ROSS, HYSTER AND SIMILAR)
730-1200 SWAMPER
730-1300 TEAM DRIVER
730-1350 TRACTOR, SMALL RUBBER-TIRED (WHEN USED WITHIN
TEAMSTER JURISDICTION)
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17.38 II
17.16
17.27
15.25
17.16
17.33
17.06
17.82
17.38
17.66
17.38
15.25
12.00
17.16
17.38
17.38
17.33
17.06 'I
17.11 I'
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OCCUPATION: TEAMSTERS
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LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS,
LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON,
WHATCOM, PACIFIC (THE PORTION NORTH OF THE WAHKIAKUM COUNTY
NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), AND
THE PORTIONS OF THE FOLLOWING COUNTIES LYI/;G WEST OF THE 120TH
MERIDIAN: CHELAN, DOUGLAS, OKANOGAN AND YAKIMA
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WAGE RATES
OCCUPATION OCCUPATION STATE FEDERAL
CODE DESCRIPTION RATE RATE
I ****** FEDERAL WAGE RATE GROUP LISTING ******
730-1405 TRANSIT MIX, 17.54
I OVER 4 YDS. TO AND INCLUDING 6 YDS.
730-1425 TRANSIT MIX, 17.86
OVER 8 YDS. TO AND INCI,UDING 10 YDS.
730-1415 TRANSIT MIX, 17.70
L OVER 6 YDS. TO AND INCLUDING 8 YDS.
730-1447 TRANSIT MIX, 18.35
OVER 16 YDS. TO AND INCLUDING 20 YDS.
I. 730-1445 TRANSIT MIX, 18.19
OVER 12 YDS. TO AND INCLUDING 16 YDS.
730-1435 TRANSIT MIX, 18.03
I OVER 10 YDS. TO AND INCLUDING 12 YDS.
730-1451 TRANSIT MIXERS AND TRUCKS HAULING CONCRETE: 18.51
OVER 20 YDS.
730-1500 TRANSIT-MIX, 0 TO AND INCLUDING 4.5 YDS. 17.37
, 730-1750 VACUUM TRUCK 17.16
730-1810 WAREHOUSEMAN AND CHECKERS 17.06
730-2015 WATER WAGON AND TANK TRUCK: OVER 3000 GALLONS 17.49
I 730-2000 WATER WAGON AND TANK TRUCK: UP TO 1600 17.16
GALLONS
730-2010 WATER WAGON AND TANK TRUCK: 1600 GALLONS 17.33
I TO 3000 GAT..LONS
730-2210 WINCH TRUCK: DUAL REAR AXLE 17.39
730-2200 WINCH TRUCK: SINGLE REAR AXLE 17.16
730-2220 WRECKER, TOW TRUCK AND SIMILAR EQUIPMENT 17.16
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FEBRUARY 15, 1989
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OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, KITTITAS,
LEWIS, MASON, PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON,
WHATCOM, PACIFIC (THE PORTION NORTH OF THE WAHKIAKUM COUNTY
NORTHERN BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), AND
THE PORTIONS OF THE FOLLOWING COUNTIES LYING WEST OF THE 120TH
MERIDIAN: CHELAN, DOUGLAS, OKANOGAN AND YAKIMA
OTHER
730-9730 FEDERAL: FOOTNOTE liD" - 85% OF THE BASE RATE
PLUS FULL FRINGE BENEFITS MAY BE PAID ON THE
FOLLOWING PROJECTS:
1. PROJECTS INVOLVING WORK ON BRIDGES AND
STRUCTURES WHOSE TOTAL VALUE IS LESS
THAN $1,500,000 EXCLUDING MECHANICAL,
ELECTRICAL AND UTILITY PORTIONS OF THE
730-9731 CONTRACT. UTILITIES INCLUDE SANITARY &
STORM SEWERAGE AND FACILITIES FOR THE
DELIVERY OF WATER, GAS, ELECTRICITY AND
COMMUNICATIONS.
2. PROJECTS OF LESS THAN $1,000,000 WHERE
NO STRUCTURES ARE INVOLVED SUCH AS SUR-
FACING AND PAVING. UTILITIES ARE
730-9732 EXCLUDED FROM THE COST OF PROJECT.
3. MARINE TYPE PROJECTS SUCH AS DOCKS &
WHARFS UNDER $150,000.
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PRO P 0 S A L
TO THE BOARD OF JEFFERSON COUNTY COMMISSIONERS
JEFFERSON COUNTY COURTHOUSE
1820 JEFFERSON STREET
PORT TOWNSEND, WA. 98365
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THIS CERTIFIES THAT THE UNDERSIGNED HAS EXAMINED THE LOCATION OF
MAPLE CREEK ROAD, COUNTY ROAD NO. 135109 IN JEFFERSON COUNTY, M.P
1.29 TO M.P. 1.33, OWL CREEK BRIDGE REPLACEMENT, FEDERAL AID BRIDGE
REPLACEMENT PROJECT NO. BROS. 2016 (7) AND OWL CREEK ROAD, COUNTY
ROAD NO. 137909, M.P. 0.00 TO M.P. 0.03,
VERNING THE WORK
H PAYMENT WILL BE
HEREBY PROPOSES TO
MPROVEMENT, OR AS MUCH
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I NO. I QUANTITY I ON DOLLARS * DOLLARS
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ACRES PER ACRE
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*~ SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE
DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS.
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I ____"1 ____________ I ___________________________ I _______________ I ____________ I 1~ .
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NO.' QUANTITY 1 DESCRIPTION 1 DOLLARS * I, DOLLARS I
____1____________1___________________________1_______________1____________1
, 1 DRIVING STEEL PILE 'AT , I
13 I 6 1 (HP 12x53) I. 1 . I
I EACH 1 'PER EACH I 1
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I 1 'AT' 1
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15 I 20 1 BRIDGE ENDS I . I . I
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SQ. YD. OTHERS) (N T~~ CONTRACT CONTRACT
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I 22 I LUMP SUM I STRUCTURE I LUMP SUM I . I
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SEE DIN G AND P LAN TIN G
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I 24 I ESTIMATE I EROSION CONTROL I ESTIMATE i $1,000.00 I;
1____1____________1___________________________1_______________1____________1 I!
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TRAFFIC q
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II 28 31 'I FLEXIBLE GU~ I . . I
EACH "'-..(\. R EACH II
1--- -----------I--------~ -~vl---------------I-----------I..
1-::- --~~:-:~-~~---:~-------I~;-~:::-:::----I-------:----iI
1_::_ ___::~:___~;:-::::::~-~:::-----I:::--::::-:----I-------:____!1
I I I CONSTRUCTION SIGNS, I AT II
I 31 I 102 I CLASS A I I '
II____II__:~:_:::___II-~~~;~~~~~~-~~~-;;;;~~;;;~ ::~--:~:-:::--- ------------1),
32, LUMP SUM I OF TRAFFIC LUMP SUM
1-::-1----::------1-::::::::-:::::-:::::-::::- ~;--------~---- -------~---- I
!----!---:~:~-----!--------------------------- ::~--~~:~------ ------------11
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*_ SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THEI
DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL DE INTERPRETED AS CENTS.
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I I I I I I
o THE R I T EMS
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I I (N . I . C. ) I FURNISHING TEMPORARY I NOT I NOT I
I 34 I LUMP SUM 1 STRUCTURE (TO BE DONE BY I IN I IN I
I I I OTHERS) (NOT IN CONTRACT) I CONTRACT I CONTRACT I
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I I I IAT ' I I
1 35 1 11 1 WATER I. 1 . I
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I 38 I 64 I CLASS B, INCL ~UL~ . I .
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EACH PER EACH
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1 41 I ;~~~o I ROADSIDE CLEANUP 'I $~g~L1~ $300.00
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I----!------------!-----------------I~~~~~~~~~~~~~~!~~~_~~~~~~~:~~~~
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*~ SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE RIGHT OF THE
DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SI~L BE INTERPRETED AS CENTS.
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FEDERAL AID PROPOSAL NOTICES
NOTICE TO PROSPECTIVE FEDERAl.'AIO
CONSTRUCTION CONTRACTORS
I. CEATIFICATION OF NONSEGREGATED
FACILITIES
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ea) A Ce'llhUllon 01 Nonseo,eglleCl Faclhhei, as
,eQuIII" Dr the M,y 9. 1967 :Orael olll'\e Secrel,'Y 01
Labol (321 F R 1~3g. May 19, 1961) on Ellm,n.hon 01
Segr'lJ.lecl FIClhhU 11 Included III the propoa.l .nd
mu" be SlIbmllled pFlOllo the .wlld 01 . Fedt".I-"d
tughw')' conllluCI.on conlraCI ,..,..Cllng '10.000
wh,C:h ,. nol 'Iempl "0m Ihe pIO~I"on. 01 Ihe EquIl
Qpponunl!Y clluse
Cb) Blda", .re "lIl1Oned II lollows Dr ..onlng 11'\..
b.d. the blCCltr WIll be deemed 10 h.v, 'Ion'd ,nd
'D'.ed to the pIO.,II'O"1 Ollhf! "Cerl'he.hon 01 Non.
..,,'egaled F,Clhllls",n thll propoul Thll ce'llhe..
lIon plO...IOes Ih.1 .he bldoe' GOes nol mllnllln 01
prO"'Ide 101 hIs "mploy.e IIClhhU whIch Ill' atglt.
gllell on I bUll 01 flee. e'eed, color, or 1'1'"01'111 0"
gIn, whelhel lueh Iltll,lles Ill' 'eg'eg'lell by
el'tecl.we or on, Ill' I.CIO bUIs The cerllhClhon .110
Illo",ldn .h.llhe bllldt'r WIll nOI ml1nllln such ugle,
g.lelll.c,IIII..
(c) Bidders fl!cel....ng Felll!fll"ld hlghw,y cantllue.
lion conlllel,wlIll. ..elelllng' 10.000 whICh "t' nOI
...mpl 110m Ihe plO.....lon. al Ii'll! EQu,1 OppOllunlly
cl.u.e, "'III Ell IIQII".1l 10 p'OYIIl~ 101 the 10""'"lllng 01
Ii'll' 101l0wlng nohee 10 pIQSpeCh...e lubeollUlClors lor
conllluCllon conlllCII .nll m.leUII suppliers whefe
the lubeonlllell or mll.'lIl lupply .gll,menl. ea'
CUll S 10,000 .nd Ife nOI ...mpII,om Ii'll' p'o.....lon.
01 the Equ.1 Oppofluhlllel cl.u.e
NOTICE TO PROSPECTIVE SUBCONTRACTORS
AND MATERIAL SUPPLIERS OF ..eOUIAEMENT
Fon CERTIFICATION OF NONSEGREGATED
FACILITIES
c.) A. Cenllle.flon 01 Noon,egl.o.led f,clhl'.' II ft,
QUI"O by Ihe M.y 0, t067, Oldel 01 tht S.e,.llfY 01
Llbo' C3~ F R 7439, M.y 19, 10'67) on E"mln.tlon 01
Slo.eg.lea f.e.lllles, which.. Inelua.d In Ii'll' plO'
poul, 01 .1I'Ch.d hllelo, mull bll .ubmlll.d b~' .Ieh
lubeonlllelor Ind m.IIIUIIIIlPphll pllollo the Iw.'d
ol.he .ubeonlllel 0' Cl)n.umm.hon 01. m""..1 .up.
ply .o"emenl II .uch lubconH.el 01 .or,errltnl ..'
cuO. S 10,000 .nd II 1'101 e..mpllrom Ihe p'O...IIIonl
01 Ii'll' EQIIII OPPOIlUnlly el,ult!
,.
Ib) SubconH'clOIl ,nd mlle"ll luPP101l1l 'It' till
hor,,,d oI~ 101lowI' by 110.nlno the IlIbeonlt.tl 0' Inlll'
Ing 11'110 I mll,n.1 luppl~ .glum",!, Ih.
lubeonlr.c.IOI 0' mlllll" lupPhlr wilt bt dum.d 10
hi V. I.on'd .nd '011'0 10 th. prevlIIonl ollh. "elr'
hhelhon 01 NonaeOI.o.ItO Flelhllll" In 11'1. 'ubcon,
u.el or m'It'llllllIppty 'Ol"menl 11'111 c.,I.hclllon
provld.. 11'1'1 Ihe lubeonlFlelol 01 """'1.1 IlIpphlr
dOli nol mllnllln 01 ploY.d. lor 1'111 .mpIOY.II l.c.lI.
III' whlch.II "OllOlted on lit' bllll 01 rac., C"teI,
COIOI, or nlllon.1 Ollgln, whelhlr luch Iltlhll" '"
1I0Flo.l.d by Illlleltvt 01 on . d. r.clo bU" 11'1.
Clrt!llt'hon .110 prOYldes Ihll 11'1. IlIbeonlrtCIO' Of
m."u.IIUppll'f will nol mlll'llI.n IlIth ngrlgll,,, II'
elll""
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Ie) &lIbcontllelors Ot mlt,"11 Iupplllll r'ClIV1nO
IlIbtonU.el 'Wild. 0' m.1tIl.llupply lor..m,nll ..,
cnolnO 10'0,000 WhiCh III nol ..,mpllrom 'h. P'OVI'
'lonl 01 th. Equll OpPo,lun.l)' ellulI w.1I b' reQIIII.d
'C'I plov.d' lor Iht lo'wardlng C'l1 Ii'll' nOller 10 prOlplt,
live lubconlratlolllor tan.Uutllon tOn".e" .ntl 1'1\"
1"1,1 lupph.,1 wi'll" tht lubCOIIlIlC1I O' mll"lll
IlIpply .o,,,m.nll 'H;"O 1010,000 .n" '" nOI ..
.mpl Irom 11'11 prOYII,Onl (II Ih. [Qu.1 OPPOrfllnll)'
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Il~""'\\'''''M'''~'j'\r'/I\'}I'')'1'(''''''I"I,'.l 1/: 'f ,\ 1"'.," \1 '.'\! 1\1/1:' .!t""r\"j.r."f,}I,r'r"','" ",,"'\lj.}\I>-r/"'\"~llf"'~I~"I;'l
1",~!,':l';,'"I'lfl"'/f~'I"l,j".\I,: ,/!:I\ll~l,~, ~ I,,' / ",'1":1 l '/t\',.'~ 'd'n" ~'~'.~:'I,,\I~,'>.1.'I\:, ,I.,~ "'., ,;\"I'\'I~,':\\/,'il:;~'I~""t!" /1,,'....;
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II. IMPLEMENTATION OF CLEAN AIR ACT AND
FEDERAL WATER POLLUTION CONTROL ACT
ii
I!
(I) By 5.gnlno Ih.a blCl. Ihe bidder w,1I be a..med 10
tI...., allpullleO IS 101lC/w'
(1) Thll .ny l,clllly 10 be ullhzellln the perlo,m.
.nc. ollhlS eontrlC!. unle" luth contl.CIII,
eumpl unCI., .he el..n All ~cl. II .menCleCl
(4' U_SC 18~7 'I leg, II .menCl." by Pub
L 91.604, .nG unae' Ii'll' F.ller.1 Wiler POilu.
1'01'1 Conllol ACI, IS .menlled (33 use 1~5
eg IIg, IS ImenCleO by Pub L g,,~OO) Eatc,
ull...e OrCler t 1738. .nalegull!lOnS In 'mpl~.
menll!lon Ihereol (40 C F R , Pili Hi), IS nol
hSled on Iheo US En....,onmenlll PIOleCllon
Ao.ncy (EPA) LillO' Vlolallng F.C,hlltS PUI'
aulnllO 40 CFR 1~20
I2l Th.' Ii'll' Slll~ Oeplllmenl 01 1ranlportlhon
,hili bu plomplly nOlllled pnol 10 conlllCI
,wlld ollhr reCelpl by Ii'll' blelClt' ollny com.
munlCIIIon 110m Ihr OlfeClol, Oft,CI' 01 Feall.1
""CII",,ltU, EO", Indlctlln; Ihl! Ilaclhly 10 be
ulthleO lallA' conlflClII IInll" conllOlllllon
10 be 'IIl.d on Ihll EP" LIIl 01 V.ol'lInO fltl!l'
'111
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FEDERAL AID CERTIFICATION
CERTIFICATE: OF NONSEaREGATED FACILITIES
C"pplle.ble to Fedtrtl'ld conlBuchon eonlllc" Ind
"ll1ftl 'lIbcontr.e" 'lcueMO 1010.000 wl'lICh 'If
nol ..empl 110m Ii'll' EQu.1 OpPorluntl~ ellllll I
By Ii'll' lubmlUlon 01 11'111 bId, 11'1, ..'cuhon 01 11'1'1
eon".C! o. 'lIbeonl"cl, Of Ih, eOnlumm.hon ollhll
mll.".I.upply lo,um.nl, "' 'PP'Opllll., 11'1. blddll,
F''',"I''ld con.lluetlon tonlllClor, lubconll.Cler, Ot
""ltll..1 lupPllll. .. IpplOplllll, c"hll" Ih.1 h.
dOli ftot m..nllln 01 pIOv.tI. lor hi' .mpIOy'" Iny
"'OIlO'I'd t.CI\'''" .t ,n, or hlI ..Ilblt,hln.nll, .nd
11'1.1 he do" nol PII""II till employ... 10 plllellm 11'1,"
I"VIC.S .1 .n, loelllon, IInd.. hi' CDnllol. wtlll' ItO'
fI"llIdl.elhhtl '" mllnllln.d He Ctrllll" lurlh"
Ih.t h. w.11 nOI m..nllln 0' P'OVltl. 101 1'111 .mploy..1
.n)' IIgll9llItII'ClhllllII Iny 01 h'l ""blllhm'n",
Indlhll hI' will nOI p.UM 1'111 employ'" 10 pIIIP,m
11'111I UIYlell II .ny 10UhOn, wnllll Iu, conllol, ..hi"
IIgIIO."O 11C1111111 If' m..nllln.1I H. 10"" 11'1'1 .
blllch 0111'11' ,"IIIII"lIon I' . ",nl.lIon ollh. EQu.1
OPPOrlllMy el,"1t In IhlS ron".tl A. ulld In Ih..
cll1dlCIllOft, 11'1. Ilfl'l\ "UO"OIl.d IUIIII,"" 1'1\11'"
Iny w..llnO 1001'1I1 wo,. '"U IIllrooml Ind ...h
rooml, 1I11,"I.nll .nd 011'111 ....no "..., 11m.'
tloekS, 10tlr.II rOOln1 'nd 011'111 ,lor'OI 01 dIll ling
""", IllllunO 1011. eI'lnlr.lnO tounltl"", IIUllhOfl 01
.nlll1l1nm'nl .IIU, IIlftIPOtl.hon, Inll hOllllllO Iltll'
11111 plovllIU lor .mplo,,,1 wtll(h erl 110"011'1111)'
,.phell IIIIICII.' O' III In '.el "011011111 on 11'1. b.'
.11 01 riel, "lid COIOI, Of ""iOft.1 OUg,", b,nult 01
1'1.11I1, klul ClI,lom, Of 011'1".1" "" 10....lhlll.J'
cePI whll' 1'1. hll oblllntd ,d,nllct! cllhl,UlIon'
"om P'OPOIIO hbconlll(IOII 'lId Iftllfll.lllII)pll"l
'01 IPICIIIC tlm. "'"01111, 1'1. Will Obl',n ItI'nlletl UIII
f.Clllnn' I'DIn f1'C1pttltll 1"ItUPllllctOIl III I'I\lltll.1
lupph.1I PliO' 10 '1'1. "'ftl 01 l"btOIlIl,m 0' 11'1.
'Onllllnftllllon 01 mtltllll IlIppl)' '0'''''''1111, ,.
,"lIlng 1010 ()OO .hlth," lIa! '.IMI)IIIO," Itll pIO\"
lion' Ollh.laull OpPOrlllrlll~ ll.u". end 1"'11 tI. ..11
'"11n 'IIttl ""Illtallonlln hIS "'lilt
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"11 " p'"wbttr In III U' C '001
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6
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HOTICE OF REOUIREMENT FOR AFFIRMATIVE
ACTIOH TO ENSURE EOUAL EMPLOYMENT OPPOR.
TUNITY (EXECUTIVE ORDER 11246)
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(1) The Offeror's Ot Bidder', IlIenhon IS called 10
the "Equat OpportUnity Clluse" and the
"S'lndard Feder.l Equal Employmenl Spec,I.,
C'\lons" sel lorlh herein
(2) The Qoals and Ilmellbles lOt minOrity and Ie.
mile plrllClplllon, expressed In percentage
terms tor the ContraclO,.s aggregate work
force In each Irlde on all c:onSlruCllon we,ll In
the covered 1I1e1, .rf! IS tollows
ram. GO"S "" ",,"ou'Y Go,l. ,,,' ''''n,I,.
l',t)l,.. p,n'CIpl/'''fl 'or e.en PI"'CIp"'O" '" ,..rt!
'tad,. 't,d.
IS-I' SPf'c.,' PtOllll'OflSJ
These Qo.ls .re Ippllcable 10.11 Ihe COnl.c.
,0r'I conlUuCllon wOlk Cwhelh'r or nOI II IS
Fedefll or leder.lly .lSllled) pertormed ,n
the coveled .rll. II Ihe conlr.clol pt'rlorms
conllluclton work In . geogr'PhIC" area 10
c.led oulllde of Ihe covt'rlld area, Illh.1I.P
ply the goalS ellablllhed 101 such
geogl.phlc'l ,ru whele Ihe work II 'Clu'lIy
perlormed WII" legard 10 11'111 second "rI,
tht' COMflelOI .Iso 'I lub,ecl '0 'he go.l, lor
bolh III leder.lly Inyolyed .M non,ledt'l.tty
Inyolyed conSlfuchon
The Contr.ctol'l compll.nee wllh 'he Eaeeu
'IVe Order .nd the fegulllllO"I In.' CFR Pari
60.4 11'1.11 be b.nd on It I Implement.llon 01
Ii'll' Equ.1 OPPOtluntfy CI.u... 'PIIClhc .fhlm,
.lIve .ction obligltlons required by 'he .peel'
heltlonSlt1 'orth In 4' CFR 60.4,3(.). .nd "I
'"Oltl 10 meel Ihe oo.ls The houri 01 mlnOI'
Ily and t.m.le employmenl .nd training mull
be lubat.nllllly unllorm IhrouOhDullhe I.nglh
01 'he tOntrlCI. .nd In fleh lrade, .nd Ii'll'
tonltlelor 1",.11 mike. OOOd t'llh e"oll 10
emplov mlnorlllU .nd ,yomen evenly on lIeh
ot III pro/etls The lr.nSler 01 mlnorlly 01 te'
m.le employees 01 "'lnnl from ConHlclor
10 Conlflclo, or ',om projecl to prOlect tOI Ii'll'
.ole PUlPOIf 01 meellng Ihe Contr.clor'.
oo.ls Ih.1I b. I viola lion 01 'he tOnlracl, the
E"CUIIVI Ordtr .nd Iht '.gullllonll".' CFA
p.n 60.. Complllncl wllh Ih. oo.ls will be
m..lufld .g,lnll th. 101.1 WOI" houII p.r'
'orm'd
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(3) The Contraclor 1"111 provld' W'llt." notlhe.,
lion '0 'he O"'Clor ot 11'1. O"lct 01 Fede,.,
ConU1t1 Comphlnc. Progrlma wllh,n '0
working d'YI ot Iwltd 01 .ny conltruCllon
lubCOl'lUIClln 'ICIIS 01 1'0,000'1 anv lilt
10' COl'lltruclIon wOlk unci" the conUatl rt'
lulling from II''IIS 10hCIlIIIon T"'. nOI,IIC'llon
ah.lI IIII '1'111 nlm., .ddren .nd 1.I.phon.
numb., ollh' lubconU'Clor, employer IClfnll'
Ilc.lIon number 01 IhlL' lubconl'IClor, .&11'
mlltd dollll Imounl 01 the IUbCOn"atl,
.altm.led ..arllng Ind compl'hon dll.& 01
the lubconHlcl, .nd 11'1, geographlcll 1'" In
which th. lubconu.ct II to bll perform.d
to
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(4) AI used In thl& NOllce. .nd In Ii'll' conlllCI re.
aulllng ham 'hiS 10helllllon. 'he "covered
are." IS IS deslgn.led In Ihe SpeCial P,OY'-
alonl lor Ihll prOlecl
The go. I, .nd Ilmel.bles lor lemlle .nd ml-
norlly Uhllllllon ah.1I be Included ,n .11 Fed-
ef.' .nd leder.lly eUIsted construction
contrlCl, .nd lubcontracts In eaeess 01
S 10,000, The \.10.11 .re .ppllcable to the Con-
Iflclor', aggregale onstle conSlluctton
worklore, whethe' or nOI p'rI 01 thll
worklorce II perlormlflg work on a Federal or
ledeflllY'lUllled conltructlon eonU'CI or
lubcontr'CI
The Contr.c'or .. hereby adVised Ih.1 by Ilgn.lure 01
thll propon' he .. deemed to hive Ilgned Ihe tallow-
tng e"llllcllf "Quu.d for thll Prolect
HOH,COLLUSIOH CERTIFICATE
The underllgned, being duly 'worn, depolel .nc1I1V&
thll the petlon, lI,m. .lIoClllion, co'partneflhlp or
corpor'llon herein nlmed, h.1 nOI, ellhel dlfeClly or
IndlleClly, enlered InlO Iny .grlemenl, PlfllClplled In
Iny Collullon, 01 otherWise I. ken .ny .ctlon In re
III.ml ot hee compellllve bidding In 'he preparallon
and lubmlUlon 01 Ihll propolI' to 'he WnhlnglOn
S1.le Oeplrlmenl 01 TflnlPortlllon fOl conlrderlllern
in the ,wlrd 01 'h. tontrlCt
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CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF
STATUTORY RETAINED PERCENTAGE
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A. I hereby elect to have the retained percentage of this contract held
in a fund by the Owner until (30) days following final acceptance
of the work.
signed
Date
B. I hereby elect to have the Owner deposit the retained percentage of
this contract in an interest bearing account, not subject to
withdrawal until after final acceptance 'of the wo
Date
c. I hereby elect to have the Owner
this contract from time to time
I hereby designate
the repository for the escrow of said
I hereby further agree to be fully.
or fees incurred as a result oD
escrow and investing it as au
be liable in any way for an
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* STATE OF WASHINGTON
ss
** COUNTY OF
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* If notarization of proposal takes place outside of Washington state,
DELETE WASHINGTON and enter appropriate state.
** Fill in county where notarization of proposal signature takes place.
***Fill in firm name.
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PROPOSAL - CONTINUED
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The bidder is hereby advised that by signature of this proposal he/she
is deemed to have acknowledged all requirements and signed all
certificates contained herein.
A proposal guaranty in an amount of five percent (5%) of the total bid,
based upon the approximate estimate of quantities at the above prices
and in the form as indicated below, is attached hereto:
CASH 0 IN THE AMOUNT OF
CASHIER'S CHECK 0
CERTIFIED CHECK 0 ($
PROPOSAL BOND 0
DOLLARS
**Receipt is hereby acknowledged
ORIZED OFFICIAL(S)
Signed
Date
NOTARY
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My appointment expires
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(Seal or stamp)
(1) This proposal is not transferable and any alteration of
the firm's name entered hereon without prior permission
from the County Commissioners will be cause for consider-
ing the proposal irregular and subsequent rejection of the
bid.
(2) Please refer to section 1-02.6 of the standard specifica-
tions, re: "Preparation of Proposal," or "Article 4" of
the Instructions to Bidders of building construction jobs.
Note:
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To be oligible for oward 01 this oontract the bidder must executo ond .ubm~. as a part 01 hislhor proposal. the following
cerHficalion relating to Disadvantaged Business Enterprise requirements. This cartHication ahall be deemed a part of the
resutting contract. Failur. to complete and IOOmh this certification Of the inclusion of. false certification shall be a:m~
sidered as evidence that the proposal is unresponsive to the Invitation to bid. Information on certified firms is available
frol)'l OMWBE. phone (206) 753-9693,
DISADVANTAGED BUSINESS ENTERPRISE UTILIZATION CERTIFICATION
oertifias that h has oontact w~h the following Disadvantaged Business Enterprises
NAME OF BIDDER
(DB E) and. " ~ is the succe.sful bidder on this project, h ahallaward subcontractors to or enter Into supply agreements w~h
the following Disedventaged Business Enterprisa(s) es Indicated: Cd nacessary, use additional sheat).
6,
NAME OF DBE
CERTIFICATION NO.
1.
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DISADVANTAGED BUSINESS 5UBCONlRACTING GOAL:
DBE TOTAL $
to
. Thil dall will be Uled to determlno wholher 0' nOf I bidder hit mlf tho 0011 0' 'hi IVI'IOI 01111 blddart.
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FORM 272.056A
DOT REVISED 9/87
11
~'nu.ry 1911
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JEfFERSON COUNTY, WASHINGTON
THIS AGREEMENT. llade and entered into thts day of .
19 . between the COUHTY OF JEFFERSOH, Icting~ Jeffenon tounty C""",Is.
slDiiii's Ind the Director of Public Works under,lnd by virtue of TItle 36. RCW. IS
amended and of .
hereinafter called the Contrlctor.
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WITNESSETH:
That in consideration of the tenns Ind conditions contained herein Ind Ittached
Ind IIlIde I port of this Igreement, the parties hereto covenlnt Ind 'Igree IS follows:
I. The Contractor e9rees to furnish III ..terllls end do certain work, to-wit:
That the said Contrector herein w11l undertlke end complete the following described
work:
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1n accordance with and as described in the Ittached plans Ind speCifications Ind the
Standard Specifications of the Washington Oepartment of Transportation, which are by
this reference incorporated herein and ude I part hereof, and shall perfonn eny el.
terations in or additions to the work provided under thts contrlct end every part
thereof. " ~
The Contractor shall provide and be at the expense of elil work and
labor of eny sort whatsoever that lIay be required for the tra s terllls end
for constructing and completing the work provided for 1~ and every part
thereof, except such es ere ...ntloned in the specifica urnlshed by the
County of Jefferson,
I J. The County of Jefferson hereby promtse nf).,; wi th the Contractor to
employ, and does employ the Contractor to pro e'iiI rials and to do end cause
to be done the above described work and to finish the same according to
the attached plans end speclficatlons and nn nd conditions herein contained,
end hereby contracts to pay for the sa a to he attached speclflcations
and the SChedule of unit or itemized e 0 a hed, at the time and ln the
manner and upon the condltions pro e thi ract. The County further
agrees to employ the Contractor ny elt i in or eddltlons to the
work provided for ln this con c y e d to pay for the 'same under
the tenns of this contrlct hed specifications,
III. The Cont~act ~ I f, elrs, executors, administrators,
successors, and allig ~ ebY~ full perfonnance of all the COve-
nants herein conta"'On par h tractor.
r vided that ability shall attlch to the County by
o this contrect, .xcept IS expressly provided herein.
IN EOr, the Contractor has executed this instrument on the day and
year fi written, and the Board of County C""",illloners hIS caused this In-
strument t executad by and in the name of said County of Jefferson tha day and
year first ove written. .
Executed by the Contractor ,19__ ForegOing Contract Approved and
Retifled ,19_
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Contrlctor
By
Surety
BY"ttomeY.ln.Fact
COUNTY or JEFFERSON
BOARD OF COIfIISSIONERS
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SEAL
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IlImber
Approved II to '011I this dl,Y
0' ,19
Prosecuting Attorney
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'CONTRACT BOND
JEFFERSON COUNTY. WASHINGTON
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KNOW ALL MEN BY THESE PRESENTS:
That
, of
, as Principal, and
. as Surety. are jointly and severally held
and bound unto the COUNTY Of JEffERSON, the penal sum of
Dollars ($ ), for the payment of which
we jointly and severally bind ourselves. our heirs. ..ecutors, admin-
Istrators, and assl~ns, andsucr-essors and assl~ns. firmly by these
presents.
The condition of this bond Is such that WHEREAS. on the _
day of , A.D., 19_, the said
Principal herein, ..ecuted a certain contract with
Jefferson, by the terms, conditions and provisions act
the said , Principal h
furnish all materials and do certain work, to-wi
Principal herein will undertake and complete
work:
In Jefferson County, Washington, n ~I 'and
,Station , as per ma nd flcatlons ..ade a part
of said contract, which con uti, hereunto Ittachld,
and I snow refarrld to I ref Incorporated hlreln
Ind made I part her~o s for os as if here set forth
at 1en~th. ('\.. ~
NOW, THER~' ,)d a Prln I~ rein shall faithfully and
truly observe with the s, conditions and provl slons of
Slid cont~ac respects end s III well end truly and fully do
Ind perfo Irs and things by the Slid Prlnclpll undertaken to
be Perf~ SlId contract, upon the tarms propolld therein,
end wit a 1..1 prescribed therlln, Ind until the lI..e II eccepted,
end Ihall all laborers, ..echenlcs, lubcontrectors and ..~tlrlll.an,
and .11 pe ons who Ihl" lupply luch contractor or lubcontr.ctor with
provlllons and lupplles for the carrying on of luch work, .nd Ihell
In .11 respects felthfully perfor.. Slid contrlct eccordlng to law, '
:~~n e}~:~t~bllgepOn to be yold, otherwlll to r..eln In full forc.
WITNESS our hands thll _ day of , U_.
PRINCIPAL
By:
SURElY CONPANY
By:
By:
Attorney-In-Fact
APPROVED AS TO FORM this _ dly
of _ ' I D_.
Addresl of loc.l ofltce and .gent
of lurety compeny:
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Prollcutlng Attorney
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BEFORE YOU DIG
1-800.424-5555
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C.R.P. 71 9
MAPLE CREEK ROAD
OWL CREEK BRIDCE REPLA
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STANDARD SYMBOLS
MAPLE CREEK ROAD
M. P. 1.29 TO M.p. 1.33
COUNTY ROAD NUMBER 135109
OWL CREEK ROAD
M. p. 0.00 TO M.P. 0.03
COUNTY ROAD NUMBER 13790!:
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SECTION l.INE
"IOP[R,... LINE
UlST'~G RIGHT 0' WAY
PROPOI[O IlIGHT 0' WAY
[)l,.STING NIOHTO' WAYCENTEIH.IN[ ___
[X1ST'...O T"',VEl.tD WAY __
SECTIDIiI COIU.U _+. ....
FENCE
QUUO I'IAll. TO It CONSlRUCT[O
"PPAX, UM'T'S APPROACH fll.L "[MCML
.I[n co. ",RCU, HUMau
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APPROVED
?~ /3 1989
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CHAIRMA . BOARD OF COUNTY COMMISSIONERS
SHEET I OF 14
..tf%;I~1.:.Ld
COUNTY ENGINEER
LL..!.
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t!!1ID
SUMMARY OF QUANTITIES
ITEM
.0
TOTAL
QUANTITY
ITtN
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T \, : \', ';\,.~-\-LrtVfl d' tit rod .
~ j ~L_.. t..:'::~:~~:,;:-1 (~cs~) ~ ~'
~ : Z~tr;Jr (or II~'. ~' \. ',' \;\:;,}. f\
... I 2'.J'r:"",~1 oor .... ;w.:.,,; ~ _~ .
:;.i ~40$r~'ffJd . -. h.. - -- --. -- -. 'r-i\''.'\ \
~.~, fSkfOooM slats Qlll'/J" ' ' \: \ "
b' <€).. .""/"~-i . ---. -: :: -: .:. .: :- .:. .:.'i~:;:- : .. - ro;~; n:;:I"~i0:::i!\. \
~,-~'-'-==i=;- .. . -. .. .. - .. -- ''';:,::,:' .'. """,,, 2UL~ ';'!i:-,
8"'! '---T f'- G).. S; :J LD.EJ:!lL.@
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~.4 IJ 6"~ - Plol't r;I f'f1 rod (Of" dew
~(- W ~~~&
_2'.~~_!!.'n..... ' '€) -4 " f@),::;:nqELEVATION
~ PLAN (/rdrrforslab$slmllaroxett1osnolfJdl
DEVELOPED ELEVATION S"';;-;;-;;" '''11/'
'Jf(JI:J/er'ftlnorequolloZO".
1C+' __---!.~~.!~ab lerw;1h (typ/ooIJ
\. a ,;"
y'."41 7-.'rt praMs tAA5HTO 1/ 20J GrOtit 210)
for II'~""; s'.Jll a mlNf"r.Jrrt rI 4 prarvs ~r slab.
N'tr $1':: 's In pla..-e,M $froM th' rrJnltrl,Jm cloar
d f..'," cf' !'.JtJ,,~ mltrJltf lIo/ln O'Q)/, w_~
I,
~ 0",'9 LO-'/" \
Tfro!"...,r It') ': Intrrc1r1 _ _~ "'tJ,) \
':~'v"">',"''''''''' ~ "
;"':f'W" 1'tV.: "\f,I~m __~t
1"1O"I....~,..tf\..,., -
""M: ~ .:,..fo)',....,.. - -/ ' I ,,' : '\ I
. ,,.. .1111 ._~ -J.
r-Vl :, -~
~.4w,_w / \. 2@Ut:c.rulod
f(,;\"tf __I ,~:1II'r:/~,!/~-:, :r!.isJ"
\e; (Of bNrllYJ d(JIaU."
G~4 1000001I,lJ(Jrs , TI, Rod
J"$fJlJO".wJ"d~rccesJ !~
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END VIEW
ELEVATION
BENOING
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~; i. .1__,.. ,:~~~--
c..." · I,' SS,@
02.1 J'-l. ..
J":"
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J:-:.. _
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r J',; frJ1e_ ~J:1'm'n
.. :: * :-3~;~~ /!r~i .
~ "J~~
_ ---r T !I.::" L .!/J'
~ / ~:
1---- flit -4'/1 1/ 0'-1/1
/AA$1ir0 U 18Ji ..lln rrt>
trJecerlered
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wtthl~ay$, .
[tlered!~, 'f' ",,\1\.
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o. ~ tf~ rrytJ,}.i \-.f'" \,
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j ~ r::':.:;er~ 18JJ with rrlo r~J$ (fytJ,!
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DETAIL @
Nr1t: Form r<<:ess~ b&Jrlflt) or~ -
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DtJt~1 sImilar at IrierlC' foc& d slON
":~II tfrJI bloctQ)/exftf7(JJ ra lte tCYJ
01 slob.
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.. STAT r(O,A1D PROJ,NO,
BRIDGES AND STRUCTURES
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1X00f arrJ gftv fT, rods frN. bwIIfCtlV<<!.
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WITHOUT APPROACH SLAB
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END PIER
WfTH APPROACH SLAB
NGrE,EtrJ oncfr>fl rr:Jr$Wrrfd PfJI'. SId. Plan ~Z
NI arrrwu'~ ,fNn ar, rrYffW;J1 to , bf'J.
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END VIEW
Ef'tdblOC;"fl(/"M1lrJftl~
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2, u~
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JoillDdal1 foA'1l 0 f(t(J pi",
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to
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rJte<<h,IQJlonwfc lfQrl'9,
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B~DGES AND STRUCTURES
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YIP Deportment of Trc
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..
--- e.'" 111
. (.'::'::~_._.-..._~-_. ---r---'-- - -CONm~'ri I
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UOI, 2011 111
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II!IBI
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-
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Vary spacJ~ r;f CNnlIo/ JoIrt In sf1C1forlsl E~f)(Jnsl(Jfl
adjacent roExpons/on iOln'':-6'.(J'mln'" 8'-o'mox, ,- rlN~n s/'oN
~~ onL~'CV1
PLAN TRAFFIC BARRIER r'I:o'':/~i%,~::=.r.~::,~/c''''''"
E]g!:/i(J~trr:: e::.~'::stor;:'ftn ej:;~ro:,,~~r:r f:~(;Die for t;r~~ structures OII/t ftyP.}
are ~mlsJlblfJ at dum"'J' jolm focaflOl1J, Form jo1rtJ b\r.'WlIllf1
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I'
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r Conrectlcn for Beem GiJard RolITerrrif'fJ1
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'. I ( Dat, Numeral I" Oafe romerals
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I ' I fFiS)-9 & .. @-9 edeM 6'-<l' btJyrirJ
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END VIEW
,
L
, oW
:--1 BUndle~'"
I' ' L-!.-<1'__I'::\__ ~
4'-g> I fI'; ..~~ 5".4",,,9'''''''&
I COI1struc1l;njoj,/wllh srrooth f)lI1sh I 1.- . SI-;:;:~--;:;;;;:-
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!
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Ef'tJS~'OI1
OUTSIDE ELEVATION
END OF MODIFIED TRAFFIC BARRIER
FOR DESIGN F GUARDRAIL CONNECTION
j
VIEW
,
@
i JL..:
-mlfl. -
~. ~odl",
"""'IIf... ll'
N~E,SM ~f()l C(J(JI1oobl, face tucfmert,
SECTION @
for d~,,1/1 ref,"""" $t'fJ
fS<<tIOll '" Traffic Be"r,," tNs I~,
I
o
t . ...r;:5."_-r-__ Curb Uf'If
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\II' J.7'mlnt;(N'- '/ L--1@.""f-6" "'I
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,. P ! 1'1 warerprrdlrrg
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;;..'... " : I /".1 ~Y_()&rIO'l r.Al:M1f1WlIflcy
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SLlPFOR1.
ALTERNA7
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...
to
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SECTION 2-2
UM SIZ' tEN(;TN
RI
R
R
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101
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)
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SECTION - TRAFFIC BARRIER
TyplCCI fo' ~"6" ,'ctl,
fI,,~ tt''''1 Mr @/(l ~ f.'t(J rfQur'~ cl,.,rD..t:'.l (1'\1 ~'"t.drTWll'ff,
f.~!~~:~~~~i,~ t~~~',r,ig~,tr~:' f~' ~;:cg::lfs~fd';! fr::':s, ~S~r:~<;:\l~!.tJlA '0
SECTION
~
.:~_7':.,. _ ..____.uou .~_____ _ ,...__,--.:
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..-1-.______.. _.._ _._ 10 WASH,
..'+------.......-.-' ~-=-:~j-=t .:~
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BRIDGES AND STRUCTURES
I
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10
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P.O. BOX 3585
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THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW,
COMPANIES AFFORDING COVERAGE
COMPANY A CNA REINSURANCE
lETlEA
COMPANY B SPHERE DRAKE PLC
LETTER
HENRY & IIENRY CONSTRUCTION, INC. COMPANY C
LETTER
ROUTE 2 BOX 615
NEWPORT, llA 99156 COMPANY D
LETTER
COMPANY E
LETTER
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICA TED.
NOTWITHSTANDlriG ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS. AND CONDI,
lIONS OF SUCH POLICIES.
TYPE OF INSURANCE
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POLICY EHECTr\'(
OAT[ (MlM)llf'ffl
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PROPERTY
DAMAGE $ $
GENERAL LIABILITY
COMPAfH!:NSIV[ roRM
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X BROAD rORM PRQPlRlY OAMAGE
X Pfl-lSONAI Hl.IlJR)
company A DFBI9-1205
6/23/90
AND
company D SDX90-5106
6/23/90
6/21/91
g6t~~EO $ 1,000 $
PERSONAL INJURY $
"UTOMOBll[. LIABILITY
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DEPT. OF PUOI.IC WOIlKS AS AN AIlDTIONAJ, I SUREIl INSOF R AS OflERAT ONS PERFORMED ny TilE
NANEil INSI1IUm 0 TIIIC flllO,lEgT REFE,RENCED DEJ.O\I",Om,y:,_, ______
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P.O. BO 35~O~I/,S'
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INSURED
THIS CERTIFICATE IS IssueD AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW,
COMPANIES AFFORDING COVERAGE
COMPAN'( A
lETTER CNA REINSURANCE
COMPANY B
LETlER SPHERE DRAKE INS. PLC
COMPANY C
lETTER
COMPANY D
LETTER
COMPANY E
LETIER
HENRY & HENRY CONSTRUCTION, INC.
RT 2 BOX 615
NEWPORT, WA 99156
THIS IS TO CERTIFY THA r POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEOTOTHE INSURED NAMED ABOVE FOR THE POLICY PERIODINOICATED,
NOTWlTtiSTANO!NG ANY REQUIREMCNT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH nus CERTIFICATE MAY
BE ISSUED OR MAY PERTAltt THE INSURANCE AFFORCED BY THE POLICIES OESCRIBED HEREIN IS SUBJECT TO All THE TERMS, EXCLUSIONS, AND CONDI.
Tf(mS Of' SUet'1 POLICIES,
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NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR AL TEA THE COVERAGE AFFORDED BY THE POLICIES BELOW,
FRED S. JAMES & CO. OF WA
P.O. BOX 2151
SPOKANE, WA 99210
COMPANIES AFFORDING COVERAGE
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HENRY & HENRY CONSTRUCTION, INC.
ROUTE 2 BOX 615
NEWPORT ,WA 99156
COMPANY A SCOTTSDALE INSURANCE COMPANY
LETTER
COMPANY B UNDERWRITERS AT LLOYDS, LONDON
lETTER
COMPANY C
LETlER
COMPANY D
LETTER
I COMPANY E
lETTER
THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE fOR THE POLICY PERIOD INDICATED,
NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
DE ISSUED OR MAY PERTAIN, THG.INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS, AND CONDI.
TIONS OF SUCH POLICIES,
TYPE OF INSURANCE
POLlCY NUMt1ER I'QuCY EHWiVE POLICY [xPIRA1ION L1ABILlTV LIMITS IN THOUSANDS
DAlE (MM'OO'YY) DAl[ lMMiOOffYl A H
OCC'JHAENCE
BODILV
GLS 127311 6/23/38 6/23/39 INJURY
ompany A - Bodily Injur PROPER1l'
DAMAGE 000
40013 6/23/88 6/23/89
ompany B - Property Dam ge ~bt~~ErI $ $
GENERAL liABILITY
COMPHEHENSIVE fORM
PR[MISfS/OPl:HATlmlS
WmfRGflOUNl)
fXPLOSION .\ COLLAPSE IlI\ZARO
PROOUCTSICOMPLfTEO OPCRATIONS
CONTRACTUI\L
INDEPENDENT cm;lRACTOflS
X BflOAD FORM PAOprRi'1' OAMAGI
X rrnSONAllNJURY
PERSONAL INJURV
$500
AUTOMOBILE L1ABILlTV
M~V ~lJI0
AU, OWll(D AUTOS (PIlIV PASS l
ALl OWNf{l AUTOS (~n~I\'~f~~N)
lillilll A\Jl0S
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EXCESS LIABILITY
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OF PUnT,IC WORKS AS ADDITIONAl. INSllRImS NSOFAR AS 0 ERATlONS PE FORMED ny TilE NAMED
INSllRED ON TllE ROJEGT REFERENCED:
IJ( l'",CHIP110f'1 Of' ()I'fn^"ONSlt O:;ATI6t~SNfHIC'IU1ISrr(:~i"i:'11'6~.'-!."'" -- - ....._N... - .. .- --~.. -- .......-.. ----. -. . -... ~.. n'_'~ --.--..-...------
CONTIlAGT - C01JNl'Y !lOAD PROJECT NO, CR0719
O"L CHEIII< nlllllGE IlEPI.ACEMENT
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01' P1JlILIG WOIlKS
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POIlT TOIINS I\N II , WA 00360
al<OUln ANV or litE ABOVl! DEaCRI~EO POllCIEB nE CANCELLEO nErOn! THE EX,
~lr,~T1~~ D~~~R '.JiEA~t:NOW~E :~8~:rcOCE~~'~ic^.~; H~~~f.nE~~~:m T:I~
In,, nUT 'A1U1AE T M Il .IIeU NOTICE BHAlL IMPon NO OAllQATIOO OR llARILlTV
o AN,VKINDurON U COMPAN,V, , lTI AOENTa on "EPnEarNTATIVEI,
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VJ" Department of TrIInaportatIon
ReQUEST TO SUBLET WOAK TO:
[] SUBCONTRACTOR
D AGENT
Soe Reverse Side lot InSlruclions
CONTRACTOR
Eenry & rienr:,! Construction,_ Inc.
ADDRESS
F.t. 2 Box 1025
STATE CONTRACT NO.
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JOB Dj~ITfIPT~~g~'k :;',l.it~fe
STATE
Washington
ZIP
'39156
~R071':J
FEDERAL'AID PROJECT NO,
ERGS. 2016(7'
SIGN ROUTE REQUEST NO.
F.eple carnen t
1
COUNTY
Jefferson
APPROVAL IS REQUESTED TO SUBLET THE FOLLOWING DESCRIBED WORK TO:
FlAM NAME TELEPHONE NO,
Pioneer ;';xcaveHn,.:, Inc. 206-374-9126
ADDRESS ESTIMATED STARTING DATE
PARTIAL
STATE ZIP
,)ashindon 98331
WORK TO BE SUBLET
ITEM DESCRIPTION
as er con trac t
ESTlM"TEO WORKING DAYS
as per contract
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CITY
Porks
ITEM
NO,
AMOUNT
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haul)
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4
5
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7
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PERCENT OF TOTAL CONTRACT, Z. 0 ,q (. B.I SPECIAL TV I EM J uaE I MBE IJ waE
THIS REQUEST _t~~:_ % REMARKS: me Caumnac>fL ~11rtm Ift'~ illO i'luc../Z r::'\!"M I"I/f!'
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"~'61" Department of TranaporlalJon
REQUEST TO SUDLET WORK TO:
EJ SUBCONTRACTOR
o AGENT
See Aeverse Side lorlnatlllcllons
CONTRACTOR
;-,enry " :-,enry lJonst:uction, Inc.
ADDRESS --
Rt. 2 :Box 615
STATE CONTRACT NO.
CR0719
FEDERAL.AID PROJECT NO.
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JOB DESCRIPTION (Tille)
Owl Creek lirio?'e Re"91aoement
APPROVAL IS REQUESTEO TO SUBLET THE FOllOWING OESCRIBEO WORK TO:
TELEPHONE NO,
STATE
Washington
z'P
~9156
SIGN ROUTE
REQUEST NO,
2
COUNTY
Jefferson
i.!oses Lake
STATE ZIP
\vashington
WORK TO BE SUBLET
ITEM DE5CR,PTlON
~
FIRM NAME
'3-;',; Contractors
ADDRESS
2011 Alderwootl Drive
CITY
a.J~=
ITEM PARTIAL
NO,
~6' 100 ~
().(.. /062
~7 /002
AMOUNT
Beam CUdl-df-ai/ 411-chor
Bean1 Guor-d J-a/ / 7te
IO"X'/()" Tl-ea-Cecl limier
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CON MOTOR SIONATUR! OAT!
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THIS J1EOUEST . ,,,&.,,,S,tJ.,. % I REMARKS: t..513%
PREVIOUS REQUESTS ~p/! 10, % I
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N&wt, WA, 99155
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liiO, i Q.I~ITITY 1 O:5..'RIPTlCl\ I iIIlT BID I (lJA\T1TY 1 (lJA\TJTY I (lJ4\TlTY I /;Ill~T 1 A'UlNT I 4\Wi: i
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II I I !AC~IACRElmIACREI I I
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i :T~[ TOTAL 1 ~IT [;Tf.\! [ P,iVlOOS 1 PRESC~T 1 TOTAL ! PREVHL'S I PilEXNT [ TOTAL
INO, I Q.J~::;T1 'I o:.scRIPTlc/; ltilT SID I Q.JA\TI1i' ! QJAATlTY ! QJI.':1m! IKlNT I w.:u,; ! AIl.)J;; .
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110 I 33 i C,Y, ISTflXTul[ EXCAVATI~ CLASS A, I $20,00 I 15,101 0,001 15,,0 i 1302.00! 10,00 i l3OaD:
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! 11 [ 2 I EA::tl IFlJ,~IS1I~\l iIID DRJVI~'3 STEEl I $3,185,40 i 2,0, I O,OJ 1 2.00! $1,510.80 I $0,00 I $7,5'10,80 1
I' I i ITEST PilES (){A~GE ~ERNO. I I 00i I 00, I EA:Ji' I EA::tl [ I I :
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112 1 m I L.F, 1F\J~ilS1JNG STEEL PILE (HP12x53) I $18.30 I 18,52 i 0.00 i 78.52 i $I,m.92 i $0.00 i $1,435,92 i
I' I I 1tl'J.'f.>5 Cl1'JER 1i0. 1 I $19,08 ! 13W i 0,00 ! 738.62 '[ $14,09S.59 I $0.00 I $lA,09S,69 i
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1131 5 ! EA:lIIOO:V!~3 smL PilE I $1,228,25 [ 6,00 I 0.00 I 6,00 I $1,369.501 $0,00 I $7,361.50 i
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1 :4 ! 5 i EA:l< !Pil: TIP ! 1:15,OO! 5,00 i 0,00: 6,0: I $750.00 I 10.00 I $150,00 !
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I :5 ! 20 : (,Y. 11XI1:RfTE CLASS S, FOR SRIOOE ElbS I $400,00 I IS,31 I 0.00 I 11,31 I $1,136.00 I $0.00 I $1,135,00 I
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! 15 I 1618 I LB5, Isml R,lN'CIfl:ING SIR FOR I $1.00 I 1812,00 I 0,00 I 1911.00 I 11,992,00 I $C.O: I $1,992.00 I
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1111 112 I LJ, ITAA'Fle BARRIER ! $65,00 I 140,00 I 0,00 I 110,00 I 11,100,00 I $0.00 I 19,100,0: i
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liS' 20 I EA:li IE~ASr~:RiC BEARIN:; PAD I $3U5 I 20,00 I 0,00 I 20,00 I $125,00: 10,00 : 1125,0:'
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':TE"I TOTA~ 11I:IT I lT~ I P*VIOCS ! !'RtStl.1 ! TOTAL I PREVliJJS I PRESa.1 1 TOTAL I
l~~, I (lJ~\TITY ; I IItS:::R1PT!C/: I lIllT 8ID 1 (lJANTI!Y I QJ~:rl!Y I (lJ1I:TITY I A\UliT I A'I.lJ\T ! AI'.JJNT :
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: 13 : U5 I A:~ iSiDING A~O FERTlllZIfOG i $2,000.CO I 0.1! I O.CJ I O,l\! $360,00 I $0,00 I $360.0C :
: ! i 1 ACRE I A.."REIA:RE I ACRE ! 1 I I
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I 2' : 1 i ES1. iTS''>JMRl WlTER ro~W;IC/,1 1 $1,000,00 I $0.00 I $0.00 i $C.OO 1 $O.OC I IO.DO I lue I
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: 25 1 ( I E~,); !8EA', (!JAR) PAIL A~:li(~ I $500.00 I 4.0: ! 0.00 I UO I $2,'00,00' 10.00 I $2,400.00 1
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, 20 : 271 ! L.F. liEAY, Cl.!A'(J RAI, TYPE' : 121.00 ! 265,50 I 0,00: 285,50 I $5,016.50 I 10.00 1 $5,016.50 1
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111 , 12 : EA:l-: 110 I~, x 10 l~, T,~JTW ;lM3ER POST I $10UO I 12,00 1 0,00 1 12,00 I 11,22e.80 I 10.00 I $1,226,80 I
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1 26 1 31 I EA:l1 IF,EXle~E l>JIOC MTS 1 120,00 I 32,00 I 0,00 I 32,00 1 $5:0,CO I 10,00 I $5:0,00 :
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: 30 ! e 1 ~,)JR ITPA'FIC (;I):;f(.IL LASOk I 129,00 1 0,00 1 0,00 1 C,OO I $:,CO ! 1:,00 I 10,00 1
1 I 1 I 1 HClR I H:VR 1 ,::liR I HO.;R 1 I I !
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I 3', i 102 1 5.F, 1~5T~Tlcr; SI3I$ CLASS A 1 $12,00 1 1:5,50 I 0,0; ! 105.50 I 1\,265,00 i 10,00 1 $',,266,0:'
" i: ! S.F, " 5.F, I 5.F, : S,F. I 1 I ,
,--'--------1---1 --I.--:-.-!....--I-;-I-!-
, ;; , : ~,S, !~Alln""MI:E A';) Pi(.TEC::~. I $500,00 1 10:,0:\1 0,00'11 '00,0:\1 150j,O: I I:,C: I 1500,00 ;
.1 LlI',:' &.I<: I I~ 1RAfF:~ I Ll"P SJII, 1 Wi' s.~, 1 ~'s.~, ! Lli"P SJI ! ! I !
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'ecie"j Aic Projec: ,:c3, 2016 (7)
C:nm::O':
''''oj' & He1ry W$:rJCt;O'1 Cc" loc,
R:, 2, Be' 615
I\e.Ioort, i'>\. ssm
r:ME:
C(JJf.'10;: ;E';€'6:I', S:ATE (f .~1\\;T::1;
ro:;R\CllUX)![R DETAIL ~IJRI\ S;EG
InpJt by~
C;v:'d by~
DATE:
OH,,-IO
02:05 W.
JI]r{K OCI\€ TO:DtC. 31, 1St!
ESlI~AT€ NO,: 6T~ AID FIt\\:.
,.
j;E~: Tc:A~ : llilT I ITe> I PREVIIl.5 [ ~".5t"'f[ ! TOTAL I ~~IOJS ! PRtSm ! TOTAL I
I~. ! Q.m::jTY I I DE5::RWICl.. I lNiT BID I QJ~I'TnY ! QJA'<ilTl' 1 OJA\TiT1 I AWiT ! AW,'T I A-JJiT I
'__,_i ;-I----I-I-i-!-I-I
[-:-1-1 !-I-I-I-!-I-I-I
__ i 11 , ~,~ !Ii:;" I $13,00 I 0,0) 1 0.00 I 0,0) 1 $0,00 1 $0.00 1 $0,00 I
:1 !: IK;I.lIK;l.lIKJA_I~~1 1 ! I
I-I-I-! !-I-I----I-'-I-I-I
! 36 I 181 I L.F. IlilRE fei" TiP€ 2 ! $2,59 1 0,00 I 21UO i 218,0: i $0,00 I $56U2 1 155U2 i
ill I I Lf. i u, I Lf, I Lf.! I I I
1-1-1-1 I-I-I-j-I-I-I-I
: 37 I 465 I T~ !Ll"'T llX& RIP RI.', IN PLACE 1 $27.14 I 416,00 I 0.00 I 416.00 I $11,290,24 I $0.00 I $11,290,24 I
!! : I ! TCIi I TCIi I T(/i I T~i I ! ! I
'-'-i-I I-I-I-I-I-I-!-I
138 i 6: I C,1, 15TRJCrJR: EXCAvmo: CLISS 8, i 11.36! 161,301 0.00 I 151,3~ i 1:,231.33 I IUO 1 $1,231.331
I' ! :Hr.,U~jIIJ HlIJl I c.y, 1 C.Y. ! C.Y. I C,Y. I I I !
1-'-1-[ I-I-I-I-!--I-I-;
3; : : , ::~ IS,!$S BO\~ ~A~~ 1 $350,00 I 0,00 I c,oo I 0,0: : $;,00 1 $;.00 ! $0,00 1
I! I 00, IEA:li I 00i100i1 1 ! 1
'-,-,-! ------1-1-1-----1-1-----1-1-1
1:0 I 11 fJ.:l', ITiPE III BARRICADE 1 $100,00 , 2,00 I O.CO I 2,00 I 1200,OO! $0,00 1 $200,00 !
II I: I OOiIfJ.CHI 00i100i I I ! I
1-1-1-1 1-1-1-1--1-1----1--1
t: , : ; 00" Ifo'OAO.:IO€ C,EAI';P i $300,00 I 100,00\1 O.MI 100,0:\1 1300,00 1 $~.o: 1 $300,00 I
I I ((!.LAR I I ! OO.lAR I oo..UR I OO,lAR I OO_LAR 1 1 I ~
'---;-!---I--- !--I-I-I-"--I-----I-:-I,
I Ii 1 'll,S, ITRIW,IN311i0 ClEA~;P I $1,000,00 I 100,OOi: 0.00\1 100.00\1 II,C;o,oo I 10,00 I I:,oc:,oo:
: 'lW"g,~ I : I lL/IPSJ<' I lll?S,II, I llWs'~ I lL/IPS,II 1 ii,
!-I-i--I I-I-I-I-!-I--!-I
: " : 2001 C,V, iBO,'OHXCIYIT!C/I I $7.351 491,00 I -10,001 411,00' $3,652,951 (1511.50)1 13,13S,451
I' ! C,v, I 1cw.~3: 00"" NO, I I C,1, I C,Y, I C,Y, 1 C,Y,: I I '
,--.----1-1----1-.-.,,--1--1--1--1---1---:
114 I 115 I C,Y. 11I13J!:A!.E f(JJIOATlC/\ RS'llI'A~ I 19,06 I 115,00 1 0,00 ! 115.00 I Im,90 1 IUO 1 1116,SO :
;' I 0,1,! !i)14%, !)'iOE, NO, 2 , C.1, ! C,Y, I C,y, I C,y,' I : !
!-._'--! 1-'--1-1--1-1-1-1---[
: 15 : 1 : U, :H'K Tf);;' , 8'iYJt TO STWG 51:: I $:,500,00 I lOj,OO\I O,O:ll :0:,0:\1 $1,50:,00 1 $:,0: I 11,50:,00 ~
!' i .lM' s.~ i 1014\;E C1Rl,R ~~. 2 ! l~? s.~, I llM: 9J', I llM' s.~, ! ~'il.J'I, I I I I
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." Inc;c~t",., f,~.ti~1 ~W1l1t fO" ~,I:~'i~ls ()1 ~4'1C I 9JS TOTA~ 1$166,811,71 1 15~,12 1I156,91US I
, 1',:;Clt~: Itn eo>\>.(Ij in C!Il,~ O.cle' a:'od C, 0, ~. I ! I I I
1-5\ RETlIN:C PER iXlIThAC11 (IS,313,91)! (11,51)1 (1S,3(6,(()!
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i TOIA.S 1115e,51Ul I 10,5: 1 115e,5t1,~5 :
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(;(Jim:T \'OJCH:R DETAil KIRi\ S':ET
Inp.it~
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R:, 2, Box 515
Neo!l',t, HI, 9S156
~:::
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02:05 P!<:
Ifj(.; In': TO:otC. 31, 1965
ESmm N~,: 5TH A\O FIK\~
:J]f.I(! TOTAL ! Lt;!T I
INO. I QJA\1IW ! I
l-:-i-;
m.lI,
[)<~R:P;ICI,
I PRtI'IM I PRfSe.1 I TOTA:. I PRtI'IOOS ! ~ilOO1 I TOTAL
U',:T BID I QJA\;ITY I QJA\~lTY I QJA\iJ1Y I Am' I A'O.~: I WJ.\1
l-.----I-!-!-i-i---
I, tre lMe"Signed, hiving first bee'> clJ"Y ~..o'n. do re..~ depose aod say
t~t no 'aXre~, \ioOr~cn or rrecr-anic so e"':ioyeci in cO\"ieCticn with pedorrrance
of this kO'k !la. bee'> plie 105. t!-on tre p....ai1i1\Q rate of wage a. ~pe:ifie::
in tre p:,i~cipa1 cCfltract, a~ that tre ~OOve bin is true end ccr:-e::tj
a-d t!-ot tre,e is clJe lie this date, accordil\Q to cct\tract, tre S\lI, 01 $41.51
a"(j t!-ot tre saT" M1Y plrt treroof !-os rot isl paid,
fo' Qefi7r1ft'/1 &s'lr"f";;'c
5Jbm) '~'Iti S'l)'n to oofore oe this _dlJy 01_, IS!!.
Orde>ed Plid
~,ty kJdito'
8)'
Chairms1, Bwd 01 CMty (om,i;si01e"S
.... l\JE TO A~ ERiIOi< IN THO ~;;JOOER ESTIflATE, THE CCtnRACTOt1 WAS OI'ER5'AlD Fc.1 BORG(\i EXC~VATICI:, !lEi" 143,
BY $514,50 lESS $15,13 RET~IN,Gt FOR ~ TOTAL OF $46&,16. THE SIXTH A\O FIN~~ ESTIflATE WAS BtEli
AOJJSTEJ TO REFLECT ThE COR<ECT TOTALS,
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DEe 19 1989
Project: 1M1 Creek 8ridge ReplllCSlB'\t. CflO719
FeJera 1 Aid Project 8!l:6. 2016 (1)
Ccntractor:
Ho1"y & Ho1ry Ccnstr\.cti<J1 Co" Inc.
Rt, 2. Box 615
Ne.p:rt. ti\, 99156
,':;!=FERSON COUNr\'
:)1 1(' !M('\l:)KS DEPT,
CIlIITY If JEfFERSCIi. STATE If 1ll9l10071l1
COORACT \\lJJiER IBAllllJll\ StEfl
lllTE: 29-fur-89
WE: 12:23~
Inl'Jt 1It'J!l0.
ctl<'d 1It:11I
IIJlI\ Ill/E TO:IIC. 1. 1989
ESTIIl<\TE 00.: 5
1 ITEIII TOTAL I ~IT I ITEM I 1 PRtVI0J3 1 PRESENT I TOTAL I PRtVI0J3 I PRESENT I TOTAL I
100, 1 QJIoNTITY I I OES:RIPTlIlI 1 lliIT BID I QJINrITY I Q.JN<T1TY I QJA'lTITY 1 III::WT 1 NI)J{[ 1 1II::W7 1
1-1-1-1 1-1-1-1-1-1-1-1
I 1 1 1 I 1 I I I 1 I 1
1 I 1 1 ~PAAATlIlI I I 1 1 I 1 I 1
1-1-1-1 1-1-1-1-1-1-1-1
1 1 I I Il.S, IMllllllATlIlI 1 115.000.00 I 100.00\1 0.00 I 100.00\1 115.000.00 1 10,00 1 115.000.00 I
1 1llM' ~ 1 1 I llM' s.M I llM' s.M 1 llM' s.M I llM' s.M 1 I 1 I
1-1-1-1 1-1-1-1-1-1-1-1
1 2 I 0.33 II<m ICt.EARlOO AliO GrWlU13 I 15.100.00 1 0,314 I 0,000 I 0,314 1 11,695.60 1 10,00 I 11.695.60 1
II II IACRfIACRfII<mIACRfI I 1 I
1-1-1-1 1-1-1-1-1-1-1-1
1 3 I 1 Il.S, IROOIlOO EXISTI'13 BRlOOE I 11.500.00 I 100.00\1 0.00\1 100.00\1 11.500.00 I 10.00 1 11.500.00 I
1 IUlfl ~ I I I llM's.M I llM' ~ 1 Ul'f's.M I llM's.M I I 1 1
1-1-1-1 1-1-1-1-1-1--1-1
1 II 170 1l.F. IROOIlOO WIRE FOC€ I 12.00 I 218,00 I 0.00 I 218.00 I $436.00 I 10.00 1 1436.00 I
1 I 1 I I l.F. 1 loF, I l.F. I loF. I I I I
1-1-1-1 1-1-1-1-1-1-1-1
1 1 I 1 I 1 I I I 1 I I
1 I 1 I GllDIOO 1 I I I I 1 I I
1-1-1-1 1-1-1-1-1-1-1-1
I 5 I 7011 C.y, 100000Y OCAVATIIlI. 1IWI0lOO HJlJll 15,75 1 741,001 0,00 I 111.00 I 11,2~O,75 I 10,001 $4,260.751
1 I I I I C,Y. I C.y, I C.V, I C.y, 1 I I 1
1-1-1-1 1-1-'1-1-1-1-1-1
I 6 I 371 1 C,Y, IEMl~1KNT aM'ACTIIlI I 12.30 1 411.00 1 0.00 I 111.00 I 1945.30 I 10.00 I 1945.30 I
1 I 1 I I C,Y. I C.y, 1 C.Y. 1 C.Y. I I 1 I
1-1-1-1 1-1-1-1-1-1-1-1
I I I I I I 1 I 1 1 I \
1 1 I I 9J~ACIII3 1 1 1 I 1 I 1 1
1-1-1-1 1-1-1-1-1-1-1-1
I 11 299 I C,Y. IIl'lJ.VEl BISE (mx:K IWJRE) 1 19,20 I 320.00 1 0,00 1 320.00 I 12.944,00 I 10,00 I 12.911,00 1
I 1 1 I I C,Y. I C.y, I C.y, I C.Y. 1 1 1 1
1-1-1-1 I-~I-I-I-I-I-I-I
I 8 I 84 1 C,Y, IC~EO 9JRFACI'13 Tel' CXlJI& I 123,00 1 84.00 I 0.00 1 81.00 1 11,932.00 I 10.00 I 11.932,00 1
1 I I "Tim IWJRE) I C.Y. 1 C,Y. 1 c.y, I C,Y. 1 1 1 I
1-1-1-1 1-1-1-1-1-\-1-1
1 I 1 I ASI1tIlT(l)(RETEPAIOOIl I I I I I I 1 1
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1-1-1-1 1-1-1-1-1-1-1-1
I 9 1 18 1 TIllS IASI1lllT OX, PAIOOT ct., B. I till I~ 1 tilT I~ 1 ooT IN 1 11'01 IN 1 ooT IN I tilT IN I 001 IN 1
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1-1-1-1 1-1-1-1'-1-1-1-1
I I I I I I I I I I I I
1 1 I 1 SIIlXTURE (APPf<<, QJ~1ITIES) I I 1 1 I 1 1 I
1-1-1-1 1-1--1-1--1-1-1-1
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Projo:t: ll<1 Creek Bridge ReplllC81liJ1t. CRQ119
Feder.l Aid Projo:t BIl:li, 2016 (1)
Caltractlll' :
Henry & Henry ecr.t"-Cticn Co" lnc,
Rt. 2, Box 615
Ne.lx>rt. 1lI., 99156
ca.!/TY (f JEFFEflSOO, STATE (f IlI.9lIIl3T~
ro.'lllACT VWJlER OCfAlllmI SiEET
29-1W-B9
12:23 PM
InllJt 1>;:J:!:k-
CN<'d 1>;:*
ImI lXWE TO:DEC. 1, 1989
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ESTlPllTE tIl.: 5
IITEM[ TOTAL Ilt-IIT I ITEM I PRtVIOJS I PRESfNI I TOTAl I PRtVIOJS I PRESfNI I TOTAl. I
ItIl, 1 Q.JNiTITY I I lmlIPTl(}\ It-IIT BIO I Q.JNiTITY I (lJA~n1Y I (lJJ.tnITY I IKI.tIT I IKWT I IKWT I
1-1-1-1 1-1-1-1-1-1-1
110 I 33 I C.Y. ISTlltlURE EXCAVATI~ a.ASS A, $20.00 I 15,10 I 0.00 I 15.10 I $302.00 I 10.00 I 1302,00 I
I I I IIM:LUOIIl3 HAUL C.Y. I C.Y. I C.Y. I C.Y. I I 1 I
1-1-1-1 1-1-1-1-1-1-1
I 11 [ 2 I 00i IFU~ISiIIl31.'10 ooIVl1l3 STm I $3,185.40 I 2.00 I 0.00 I 2.00 1 $1,510,80 I $0.00 I $1,510.80 I
I' I I ITEST PILES 0Wl3E <l'Wl tIl. 1 I 00 I 00 1 00 I 00 I I 1 I
1-1-1-1 1-1-1-1-1-1-1-1
112 1 240 IloF, IFU~ISinl3 STm PILE (HPI2x53) 1 $18.30 1 18,52 I 0,00 I 18.52 1 $1,436.92 1 10.00 I $1,136,92 1
I' 1 I 10l4'I3E OROCR tIl, 1 I $19.08 I m.82 I 0.00 I 738.B2 1114,096.69 I 10.00 I $14,095.69 1
1 1 I 1 1 L.F. 1 loF. I L.F. 1 L.F, 1 I 1 I
1-[-1-1 1-1-1-1-1-1-1-1
[13 [ 6 I 00 IORIVIi/3 STEEL PILE I 11,228,25 I 6,00 I 0,00 I 6.00 I $1,369.50 I $0.00 1 11.369,50 I
I' [ I IOWIJE OROCR tIl. 1 & 2 I 00 I 00 I 00 I 00 1 I 1 1
[-[-[-1 I 1-1-1-1-1-1-1
114 [ 6 [ 00 IPIlE TIP I 1125,00 I 6.00 I 0.00 I 6.00 I 1150,00 1 10.00 I 1150.00 I
II II 10010010011001 I 1 I
1-1-1-1 1-1-1-1-1-1--'-1-1
[15 [ 20 I C.Y. IWl:RETE a.ASS B, Fal BRIOOE ~[l; I 1400,00 I 19,34 I 0.00 I 19.34 1 11,136.00 1 10.00 I 11,136.00 I
I [ I 1 I C.Y. I C.Y. I C.Y. I C.y, I I 1 I
1-[--1-[ [-1-1-1-1-1-1-1
116 [ 1898 I IllS, ISTEEL REINFORCIi/3 BAR Foo I 11.00 I 1992,00 I 0,00 I 1992.00 I 11,992,00 I 10.00 I $1,992.00 I
I [ I \BRlIllE El<[li I UlS. I lBS. 1 lBS, I UlS, 1 I 1 1
[-1-1-1 1-1-1-1-1-1-1-1
1111 112 I l.F. ITRAFFIC 8AAllIER I $65,00 I 110.00 I 0.00 I 110,00 I 19,100.00 I 10.00 I $9,100,00 I
[I 1 1 1 L.F. I loF. I l.F. I L.F. I I I I
1-1-1-1 1 1-1-1-1-1-1--1
[18 I 133 1 S.Y, IIeIlPJNE tllTERl'llOOI'If/3 (IX'CK SEAL) I tilT IN I tilT IN I I+:lT IN I tilT IN I t<<lT IN 1 tilT IN I tilT IN I
I 1 (N,I.C,) I j(TO BE OOIE BY OlHERS) I OOITRACT I OMR\CT I OOITR\CT I lXWTR\CT I OOITRACT I CW11lA::T I lXMR\CT I
1-[-'-1-1 1-1-1-1-1-1-1-1
119 [ 20 I OOIjELASTOOIC BEARIi/3 PAO I 136,25 I 20,00 I 0.00 I 20,00 I $125,00 1 10.00 I 1125,00 I
I[ [I I EAOiIEAOiIOOl 1001 1 [ I I
1-1-1-1 I 1-1-1--1--1-1-1
1 20 I 5 I 001 [PRECAST PRESTRr$EO SUB, (26'1<69')1 19,283,50 I 5,00 1 0.00 I 5,00 1146,111.50 I 10.00 1 146,111.50 I
I'" I I 1 I 001 I EAOi I EN.\! I EAllI I I I 1
1-1-1-[ I 1-1-1-1-1-1-1
[ 21 I 1 1 loS, IPUCli/3 TOoIW.\IlY STlU:lURE I 15,000,00 I 100,00\1 0,00\1 100,00\1 15,000,00 I 10,00 I 15,000,00 1
1 1llH' 9.1<1 [ [(RlllIl:iAO F\JTCAR) I lJ.M> 9.1<1 I lJ.M> 9.1<1 1 WI' 9.1<1 I lJ.M> ~ I 1 1 1
[-1-1-[ I 1-1-1-1-[-1-1
I 22 [ 1 Il,5, [ROOIIIl3 T~RY 5TrlXTURE I 12,000,00 I 100,00\1 0,00\1 100,00\1 $2,000,00 I 10,00 I 12,000,00 I
[ I UK' ~ I j(RAIlIlllO F\JTCIR) I llM' 9.11 1 lJ.M> 9." I UIUII I llK' ~ 1 I I I
1-[-1-1 I 1-1-1-1-1-1-1
I [ 1 [ 1 I I I I I I I
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Project: 0.1 Creek Bridge Il;placaTll1t, CllII719
Faler.l Aid Project BIlli. 2016 (1)
CaltractCl":
IS1ry & HEnry CoostMlCticn Co" Inc.
Rt, 2, Box 615
Ne.lxrt, Ill, 99156
())fflY (f J~, STATE (f IIl9iIOOTOO
lXMR/(T YCIX:l!ER WAIL 1m( :JiEfT
lnp;t i>,o:~
CI-k'd i>,o:(Jl:"
!liTE: 29~89
WE: 12:231lo1
m ~E TO:lE. 1, 1989
ESTIKlTE 00.: 5
1 ITEMI TOTAL I ~IT I ITEM I WIllIS I P!lE.SOO I TOTAL I WIllIS I PRESENT I TOTAL I
100. I ~lT'I I I ISC!lIPllOO I UHf BID I QJMlT'I I QJMlT'I 1 ~ITY I /.IIltiT I /.IIltiT I IIO..m 1
1-1-1-1 I 1-1-1-1-1-1-1
1-1-1-1 1-1-1-1-1-1-1-1
I 23 I 0.25 1 ACRf I&EDlOO ~O FERTILlZlOO I $2,000.00 I 0.19 I 0.00 I 0.19 1 1380.00 I 10,00 I 1380.00 1
II II I ACIlEIACREIACREIACRE 1 I I I
1-1-1-1 1 1-1-1-1-1-1-1
I 24 I 1 I EST. ITEJof\l(\R\' IlITER p(tWT1I1V I 11,000.00 I 10.00 1 10.00 1 $0.00 I 10,00 I 10.00 I $0,00 1
1 I ESTIIl\TE I IEIllillll C(Jl!In I ESTIIl\TE I ESTIIl\TE 1 ESTIKlTE I ESTI~TE I I I 1
1-1-1-1 1 1-1-1-1-1-1-1
I I 1 I I 1 I 1 I I I 1
I I 1 1 T1WFIC 1 I 1 I I 1 I I
1-1-1-1 I 1-1-1-1-1-1--1
I 25 1 4 I 00i 18fA'! ~ RIlL NOOR I 1600.00 1 4.00 I 0.00 1 4.00 I 12,400.00 I 10,00 I 12,400.00 I
I 1 1 I(ALT~ATE TYPf 1) I EAOi I EAOi 1 EAOi 1 00i I I I I
1-1-1-1 I 1-1-1-1-1-1-1
I 26 1 277 1 L.F. 18fA'! 0000 RIlL TYPf 1 I 121.00 I 286,50 1 0.00 I 286,50 I 16,016.50 I 10.00 I 16,016.50 I
I I 1 I I L.F, 1 L,F. 1 L.F. 1 L.F. 1 I I I
1-1-1-1 I 1-1-1-1-1-1-1
1 27 I 12 I 00i 110 IN, X 10 IN. TRfATEO TIHlER POSTI 1102,401 12,00 I 0.00 1 12,00 1 11,228.80 I 10.00 I 11,228,80 I
II 1 I IEAOiIEAOiIEAOiIOOiI I I 1
1-1-1-1 I 1-1-1-1-1-1-1
1 29 I 31 I 001 IFLl1(18lE WIDE POSTS I 120.00 I 32.00 I 0.00 I 32.00 I lilO.OO I 10,00 I lilO.OO 1
II I I IEAOiIEAOiIEAOiIOOiI I I 1
1-1-1-1 I \-1-1-1-1-1-1
1 29 I 1 1 L.S, 1i'm'A~OO SI~ltil I 1836.00 I 100.00\1 0.00\1 100,00\1 1836.00 I 10.00 I 1836,00 I
1 1liM'9..M I I I liM'9..M I Ulfl9..M 1 llM'9..M I llM' 9JoI I I I 1
1-1-1-1 I 1-1--1-1-1-1-1
1 30 1 8 IIIJJR ITRl.FFIC o:Mll).. LArol 1 129.00 1 0.00 1 0.00 1 0,00 I 10.00 I 10,00 I 10,00 I
I 1 1 1 I IIJJR I IIJJR 1 IIJJR 1 IIJJR 1 I 1 I
1-1-1-1 1 1-1--1-1-1-1-1
1 31 1 102 I S.F. ICI11S11l.tlJ(11 SIIlG CLASS A 1 112.00' 105.50 I 0.00 1 105.60 1 11,266.00 I 10,00 I 11,266.00 I
I I I 1 1 S.F. I 5,F. I S.F. 1 5.F. I I I I
1--1-1-1 1 1-1-1-1-1-1-1
I 32 1 , 1 L.S, IflAINTDW(E ~O PROTECTlOO 1 1500,00 I 100.00\1 0,00\1 100,00\1 1500,00 I 10,00 I 1600.00 1
I 1 U.M' 9.1<\ I Ill' TRI~FIC I llM' 9..M 1 Ulfl9..M I llM' 9..M I llM' 9JoI I I 1 I
1-1-1-1 1--1-1-1-1-1-1-1
I 33 1 10 1 00i II(XIIFlEO RIOlO WIDE POST 1 1l0,OO I 10,00 I 0,00 1 10,00 I IlOO.OO 1 10,00 I 1300,00 I
II 1 1 IEAOiIEAOiIEl.ll~IEAOiI I I 1
1-1-1-1 I 1-1-1-1-1-1-1
I I I I I 1 1 1 1 1 I I
1 I 1 I O~ER ITEM; I 1 'I I 1 1 1 I
1-1--1-1 1-1-1-1-1---1-1---1
I 3t I IlL,S. IPJ~Iil\ltil Taro1AkI S11l.tTURr I OOT IN I tlJT IN I OOTIN 1 001 IN 1 tlJT IN I t<<Jl IN I tlJT IN I
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PAGE 3
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1 I PREVIOOS I PRESENT 1 TOTAL I PREVIC1JS 1 PRESENT 1 TOTAL I
I ~IT BlO I QJJmITY I QJJmITY I QJJmI1Y I J.IIllIT 1 J.IIllIT I AIWIT 1
1-1-1-1-1-1-1-1
1-1-1-1-1-1-1-1
I 123.00 I 0.00 I 0.00 I 0.00 I 10,00 I 10.00 I 10.00 I
1 M3I.l. 1 M3I.l. I M3I.l. 1 NlAl I I I 1
1 1-1-1-1-1-1-1
I PI UI UI UI PI PI PI
I l.F. 1 l.F. I L.F. I L.F. I 1 I I
1-1-1-1-1-1-1-1
I $27.141 416.00 I 0.00 I 416,00 1111,290,241 10.00 I 111,290,24 I
IT~IT~IT~IT~I I 1 I
1 1-1-1-1-1-1-1
I 17.3& 1 167.30 I 0.00 I 167,30 I 11,231.33 I 10.00 I 11,231.33 I
1 C.Y. 1 C.Y. I C.y, I C.Y. 1 1 1 I
1-1-1-1-1-1-1-1
I $350.00 I 0,00 I 0.00 I 0,00 1 10.00 1 10.00 1 10.00 I
100010011EA0110011 I 1 1
I 1-1-1-1-1-1-1
1 1100.00 I 2.00 I 0.00 I 2.00 1 1200,00 1 10.00 1 1200,00 I
100100100110011 1 I 1
1--1-1-1-1-1-1-1
1 1300,00 I 100.00\1 0,00\1 100.00\1 1300.00 I 10.00 / 130U 1
1 IXX.L\R 1 IXX.lAR I IXU.\R I IXU.\R I I I 1
1 1-1-1-1-1-1-1
1 11,000,00 I 100.00\1 0.00\1 100.00\1 11,000,00 I 10.001 11,000.00 1
I llM'9JoI 1 llM'9JoI1 llM'9JoI I llM'9JoI 1 I 1 1
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1 17.35 I 357.00 I 70.00 I 427.00 1 11,613,95~.~ 1511.50 I) $3,13B.45 1
I C.y, I C.Y. I C,Y. I C.y, 1 ,....--. ", 1 1
1-1-1-1-1-1-1-1
I 18.0& 1 115,00 I 0,00 I 115,00 I 191&,90 I 10,00 I 1916.90 1
1 C.Y. I C,Y. 1 C,y, I C.Y. I I I 1
1-1-1-1-1-1-1-\
1 11,500,00 I 100,00\1 0.00\1 100,00\1 11,500,00 I 10,00 I II,50U 1
I UM>9JoI 1 llM'9JoI I llM'9JoI , llM'9lI. I I 1 1
1-1-1-1-1-1-1-1
1 9Jl TOTAl 11165,819,77 1 1511,50 11166.364,17 1
I I I I I
1-5\ RETAINED PUllXtlTRICTllIB,19I,19)1 (111.l3)1 (18.31B,ll)1
1 I I I 1
1 TOTAlS 11157,5\1,18 1 $188.78 I 1158,016.06 1
I ~r-ei>; ~'tifym Im:>r that tl-e aOOYr I$tiMlltl is ~ ~~l...... Jfl...Lr- 1-1-1-1
Mrnf'8'll'1tl Md that t~ _ is tM Md CXlt'rect. ~
, " CMty Engineer
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Project: (\01 CNlek Bridge ~lllC9:9'\t, Cl10719
FE<ferll Aid Project 81!::li. 2016 (1)
CaltractC>":
Hmry . Hmry Calstn.ctim Co.. Inc.
Rt. 2, Box 615
~,~,99156
,.
IITEMI TOTAl I !.NIT I
100. I QJJmIlY I 1
1-1-1-1
1-1-1-1
I 35 1 11 1 K1Al I~TER
I I I I
1-1-1-1
I 36 I 182 Il.F. IWIIlI: FeI:f 1YP€ I
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1-1-1-1
I 31/ 166 1 T~ 11I1JIT lOC5E RIP PAP, IN PUCE
1 I 1 1
1-1-1-1
I 38 1 64 1 C.Y. ISnu::ruRE fXCAVATI~ ClASS B,
1 1 1 IIroOIOOHAlll
1-1-1-1
I 39 I 1 1 00i IBRI.$ BOOi ~
I I I I
1-1-1-1
I 40 I 2 I 00i 11YP€ III ~ICAOE
I 1 I I
1-1-1-1
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1 I lXlL\R 1 1
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1 42 1 Ill,S. I TR'~IOO ~O lWH.iP
1 1llM' 9)\1 1
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114 1 115 1 C, Y. 10001TIlIlE ~lllllCN ROCIIAl
I' I C,Y. 1 IOWIJt tmR 00. I
1-1-1-/
115 1 1 Il,5, IlOOl TIlf>, BRIOOC TO STmAG SITE
I' 1 UW 9)\1 10WI3E rmR 00. I
1--1-1-1
n. Indicates Partial P6I"O"t for IIltl,ials 01 iWId
· Indicates ItD'll CMr'!lJ in CfwoQC Orde, Md C, O. tI.J1b!r
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TIlE: 12:23 PM
1m' lXI1E TO:DEC. 1, 1989
fSlIt'ATE 00.: 5
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Project: 0.1 Creek Bridge ReplllCll1S1t, CR0119
FEller.1 Aid Project BIl:S. 2016 (1)
Qntroctor:
I'e1ry & I'e1ry Ccrostl\lCtim Co" Ioc.
Rt. 2, Box 615
Ne.pcrt, WA, 99156
llX.tllY a: JE~, STATE a: IllSiIOOTll-l
CXlffiOCT IlUllER WAIL IOl\ 91EET
!nJlltI1t:~
CH<'d l1t:br
DATE, 29-1t>v-89
mE: 12:23 PM
IOl\ OOIE TO:OO:. 1, 1989
ESTlI'ATE Ml., 5
IITEM[ TOTAL Ill/IT I
11Il. 1 QJNITllY I I
1-1-1-1
I Pi1EVIll5 I PRfSENT I TOTAL I Pi1EV1ll5 I PRESENT I TOTAL 1
lI/lT BID I QJNITl1Y I QJNITI1Y I QJI.'ITl1Y I /.111M I /I(lJ{f I NmlT I
1-1-[-1-1-1-1
lID!
l6CRIPTlll-l
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tillt no laborer, l<lI'iM1 or aechanic so BIllloyed in ClJ're:tim with per!0I'II'iVlCl!
of this lClI'k Ills betn paid less than ti'e pwalling !\lte of wage as specified
in ti'e priocipa1 CO'\tract, Md tillt ti'e aboYe bill is tM Md correct;
Md tillt ti'<<e is cLe 1m this date, according to CO'\tract, ti'e sun of $488.18
Md tillt ti'e MY part ti'ereof Ills not bes1 paid.
(5il1\
for JleAJII. Y f /It"N.eV C~ Co. ~ lAX.
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moo;: TO:lkt, 1. 1989
ESTWATE 00,: 3
111E/'1 ToaL : ~11 I mil ! P'lEVIOJS 1 PRESt.." I TO"j,~ 1 PREVIOJS I PRESe.T 1 TOTAL
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P,O. BOX 7
(206)883.1661
8ELLEVUE, WASHINGTON 98009
No.
D ABERDEEN
D ANACORTES
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D KENT
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'NVO'CE DATE ICUSTOMER ORDER NO 1fiEsAlENci'
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WORK.THRU DATE JOB NUMBER
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PROGRESS ESTIMATE NO,
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CLASS B ASPIIALT PAVEMENT IN PLACE
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MEMBRANE WATERPROOFING
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WA, ST, CONT, AEG. NO, 223.01 LA.KE,SI.' 2WD
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ORIGINAL
WASHINGTON STATE
Shoo'~ 01 -L DEPARTMENT OF TRANSPORTATION
Do'o f>1 ~, log'! CHANGE ORDER
Change
Order
Number
o Ordere~tt~l;r~~~nnd~r~;r~~~c:~~~I~::S Section
1.04,4
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,.. .. DESCRIPTION OF WORK,
You oro ordored 10 porform Ihe following doscribod work upon rocoipl of on opp,oved COpy 01 this change order:
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1lI"lI't '10,_ !otalwJ1t, 158.9!8,1I 1 I! I :
1 TOTALS 1 10,00 1158.199,11 I 158.981,11 1
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22273 MILE LANEoPO BOX 4770McMINNVILLE OREGON 971280472-2430
PRESTRESSED CONCRETE
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July 24, 19!?9
Ht:NRY & HENRY CONSTRUCTION, Inc
P. O. Bcot 2438
r'orks, WA 9SJ31
(206)374-3256
F!;r 1.'~,IU~l "'~COjYf~d, lhe ur:d~r.'ii[lf1f)';1 h(.rrl1'y. 1,OIr'[,;11.:18
il./ld sels Over to Iho LJni!od S~Jt~s (.J<:l!iooal BJl1k of
Olegon, the foro;;;ainq IlCCr.un! nncllh.-:
,noney pnya!Jb P1(irCUflur.:r, at, ~i'CtJnty 1m ally nnd
aU Incoblr.>dnoss of the uf1.1l.;r':r',Jni:'(j to fli.ll,1 bnnh.
110...... oKI~lin~ or hmf3tlor IlCCrUi:lq, ;Hh'j (;:r,):;l~ f11ul
P<'lymonl 01 1'.t1Id aeeo' .. wO rr.~'J !o ~-l:d lIt',n",
I-N-V-C-I-C-E
20.
OWL CREEK BRI DOE
JEFr~RSON COUNTY WASHINGTON
CR 0717 BROS. 2016(7)
PRES1'IlESSED CONCRETE SLABS, 41 X 26" X 691-10"
BEARING PADS, 1/2" X 5" X 16", ELASTOMER!C,
60 DURO. SCfiOUGALE RUBBER
5 EACH 85,295.00 826,475.00
20 EACH LUMP SUM $ 250.00
Tn; RODS, 7/8" X 81 w/nuts, W!l8her8, load indo
Galv., POl'Hand Bolt &, Mfg.
DOWELS, A-36, 1~1I ~ X 21-3". Black, Domeetic, 10 EACH LUMP .il'M $ 75.00
w/corto., OREMEGA INDUSTRIES,
Total thin invoico..,............. .$27,470.00
8 SETS LUMP SUM $ 670.00
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CASTING COMPLETE - HELD IN STORAGE FENDING SHIPPING INSTRUCTIONS.
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Rr;QUEST PAYMl~NT of thio invoico under provi.oion of SECTION 1..09.8
of the Standard Specifications tor Rond, Bridge, & Muniel,pIll Con"
otruotlon, WDOT, 1988.
I~RMISSION io hereby grantod to romove tho abcvo de8cribed matoria18
from our plant 10c~tod at 2227 3 Milo Lnne(OI&; 18) in McMinnvi11o,
Yarnhi 11 County, Orollon, at suoh time or time8 and 811011 nlanner aa lIIIly
'00 convoniollt to Jefforeon County, itl8 Department of PubUc Works,
A~ont8, or Contraotors.
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I OOINEER'S ESTlI'ATE 11XffiTJU:T1(llINEIflOOT. WA 99156 1321 W. STATE STREET ISEm! WllEY, WA 98284 I
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( 1-1-1-1 1-1-1-1-1-1--1-1-1-1
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! 5! 101 ! C,Y, IIl:lAMlY EXCAVATlOO, IOCLUOIII3 HAUL! $3.201$1,243,10111,243.201 ,15.75 I, $<\,030.75 I $6,00,1 $4,206,001 $8.00 1$5,60B,OO 1
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1 6 I 311 I C,Y. IEHWI'*NT OO<I'ACTl(ll 1 ID.55 1 $104,05 I 1104,05 I $2.30 1 $853,30 1 11.001 1311,00 1 11,00 \ 1142,00 1
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I I 1 1 1 C,Y. I 1 1 1 1 I I 1 I
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I 8 I 84 I C,Y, ICIIJ9iEO :lJRFACIII3 T()l C(JJfISE 1 112,00 I $1,008,00 1 $1,008,001 $23.00 I $1,932.00 1 115.00 I 11,260.00 I $20.00 I $1,680.00 1
I I 1 I(TIW< mRE) 1 C,Y, I I I 1 1 1 I 1 1
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1 9 1 48 I T(llS II.SI\l\I.T CCI(, PI\OOT CI., B, 1 145.00 1 $1,'60.00 I II:lT IN 1 II:lT IN 1 II:lT IN I II:lT IN I II:lT IN I II:lT IN 1 II:lT IN I
1 I I 1IIl:J., PIVIII3 A.\I\IAI.T I T(ll I 1 ~TI\ICT I ~TI\ICT 1 COmw.T 1 ~TI\ICT 1 ~TI\ICT I ~Tl\lCT I ~Tl\lCT I
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Projoct, 00/1 Creek BridgeJleplilC€llll')t.CR01!9
FeJer.l Aid ProJoct Bros, 2016 (7)
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Federal Aid Project 8ros. 2016 (1) I I IRT. 2 BOX 615 !p.O. BOX 30T 1215 N, RffO STREET I
I EIDINEER'S ESTH\\TE ICOOTlOCTlOOINEIrolT. WA 99156 1321 W, STATE STREET ISEOOJ i'IlLEY, WA 98284 I
1 ~ _ _LESIIf/,ITE J (509)44HJBI JIBERIlE~Li'I\ 98520:-0018J856~2638 I
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!NO. ICOMITY I I ILIlIT PRICE I TOTAL 1 TOTAl ILIllT PRICE I TOTAl ILIllT PRICE I TOTIL ILIlIT PRICE 1 TOTAl 1
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I 10 I ,33.1 G,Y..!STR.CTURE EXCAV~T100 ClA$A, 1 _,.110:00 L $330,00/$330,00 1_ $20.00L.I660,OOI ,11.0..00.1,$330.001, .'. $20,00.1 $660.00 I
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111 I 2 I OOlIRl~lilJloo,NlOOOIVloo STEEL I $6,000,OOI$12,OQO.001l12,000.00Lll,500,OO L$3,000,OO 114,000,001 18,000.001$3,000.001 16,000,00 I
I I I ITEST PILES I 00l I I I I I I I 1 I
1-1-1-1 --1-1-1-1-1-1--1-1-1-1
1 12 1 ,240 ILF. ,IFU~lilJloo STEEL PILE (HPI2xS3). I 135.00L$8,400,OO L$8,400,ODJ .~$18,301$4,392,OOJ ,$30,ODJ $1,200.00 1 125,00 1 $6,000,00 1
1 I I I 1 L.F. I 1 1 1 1 I I ! I
'1-1-1-1 1 1--1--1--1--'-1-1--1--1-1
113! 61 OOlIOOIVlooSTEEL PILE I $1,400,001 $8,400,001 $8,400,0011500,001, 13,000,001$1,000,00116,000,001 $150,00 I $4,500,00 I
1 1 I I I 00l 1 I 1 I 1 I I I I
1-1-1-1 I 1----1-1-1-1-1-1--1-1
1141 6100llPILETIP , L, $100.,001,.1600,,00,1 .$600,00 L_$125.001$150.00I" $100,001 $600.00 I $7S,OO 1 $450,001
I I ! I I 00l I 1 1 I I I I I 1
I--I------..I-! --------1----1-1---1--1---.-1----1-;-..-1---1
1 15 I 20 I C,Y. IIXWIETE CL.A$ 8, FCIl8Rl00E ~[l; 1 $300,00 I $6,000,00 IJ6,000,OO I .1400.,00,1.18,000,00 I $400,00 I $8,000.00 I Il25.00 I 18,500,00 I
. I 1 I I I C.Y. I 1 I I I I 1 I I
1-1--1-1 I 1--1-1-1-1-1-1---1-1
1161 1898IlBS,jSTEELREINFOOCItl38ARFOO I $0,451$854.10 I, ,1854.10 I, ,,11.00.1. $1,898.00 I $0.50.1, 1949.00 I 11.001 $1,896,00 I
1 1 I 18RlOOE ~[l; I lBS, I I I I 1 I 1 I I
1_1____[._1__.____.___1__1__1__________1___1_____._1__.__-'1---1---1--1
I 11 I 142 I L,F, ITRAFFlC 8ARRIER I $15.00 1110,650,00 1110,650.00 I 166,00 I $9,230,00 1 $30,00 I 14,260,00 1 160,00 I $8,520,00 I
I 1 I 1 I L.F. I 1 I I I 1 1 I I
1-1----1-._.-1------1-1---.-1-1-1-1-1-1--1-1
I 18 1 133 I S,Y, I~~E WATER!'fro'loo (~CI< SEAl) I 112,00 I 11,596,00 I. t-XlT IN 1 t-XlT IN I IIJT IN 1 t-XlT IN 1 ~T IN I ~T IN I t-XlT IN I
1 I I I(TO BE IXWE 8Y OTHERS) I S.y, I 1 IXWTRACT 1 IXWTRACT 1 IXWTRACT I IXWTRACT I IXWTRACT 1 ~TRACT I IXWTRACT I
1---1----1---..-1---------------1--.---1---1-----1-1-1-.--1------1--1-1
119 I 20 I 00lIELAST(l<(RIC8EARItl3 PAD I 165,00 I 11,100.001 11,100,001 136,251 $125,00 I $150,00 I 13,000.00 I 120.00 I 1400,00 I
! II! I 00l I 1 I I 1 I I I I
~-I---I-I--- I 1-1-1-1-1-'1--1-1-1
! 20 I 5 I OOlIPRECAST PRESTRESSED SLAB, I 15,600,00 1 $28,000,00 I $28,000.00 1 $9,283.50 1 ~6,411.60 1118,000,00 I $90,000.00 1 $8,690.00 1 $43,450.00 1
I 1 1 1(26'Xi9'IO') 1 00l I I I I I I 1 I I
1__.[.______._1-___1_____.________.-1__1_..__1_1______1____1--1'--1---1---1
I 21 I I I L,S, 11UC100 TIJoroWIf STlOC1\IRE 1 12.000.00 I 12,000,00 I $2,000,00 1 15,000,00 I 15,000,00 1110,000,00 1110,000,00 I $12,000,00 1112,000.00 1
I ! lJ.Ml ~ 1 I (RAllOOAD FLATCAR) I L,S, I I I I I I 1 1 1
1--1-...---.-1--1--.-.--.-.---..--1-----1-1--1-1---1---1--1--'1-1
I 22 I 1 I L,S. IROO/ltl3 T9rolARY STR.CnJRE I 12.000.00 1 12.000.00 I 12,000.00 I 12.000.00 I 12.000,00 1 12,000,00 I 12,000.00 I $2,000.00 1 12.000.00 I
1 I U.M' ~ 1 1 (RAllfOO FL\TCAR) I L.S, 1 1 1 1 I I I I 1
1_..1_.____.'_____1._._.._.__.___..1___.___.1___1___..___1_,___1__1__1______1____..1____1
I 1 I I I I I 1 I I I I I I
I 1 I I SEEDloo 11I0 PlIIITItt. I 1 I I 1 I 1 1 I I
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I 1 IRT. 2 BOX 615 IP,O. BOX 307 1215 N. REED STJm 1
1 EOOINEER'S ES71flATE ICOOTJl.C71tJlINOOllT, HA 99156 1321 W. STATE STREET ISEIm WHEY, WA 98284 I
._1. m'_____'__._______.I__ESTlflATE_1(509l44H18L.._____._IIJlERilEtN,_HA_9852~00781856-2638 ,-" ,,-.---1,.--
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" IITf.lII TOTAL Il/HT I lID! _ul u___I." u_1 ,--I _II I I .1 I
" 100. I~ANTITY 1 I I!.NIT PRIC€ I T07AL I TOTAL I!.NIT PRICE 1 TOTAL I!.NIT PRICE 1 TOTAL I!.NIT PRICE I TOTAL I
( "1-1---1-1 1---1-1-1-1-1-1-1--1-1
., 1,23 1 ' 0.251 ACREISEEDIOO ~D FEfl71LlZIOO_. . ,..1 13.000.00_1.,__,_$750.0.0..1_...,$150.00 1_ $2,000.00 1___$500.00.118,000.001.$2,000.001_14,200.00 ,1..$1,050.00 1
"'I I 1 I 1 ~ 1 1 I 1 I 1 I 1 1
{ " 1-1-1--1--.-----1--1-1--.---1--1----1--1---1---1--1
'" 1 241u11 EST. IT~ HATER PlX.WTltJl/ I $I,OOO,OOIJ1.DOO,DOI 11,000.00_1 $1.000,00 1 $1,000,00 1.$1,000.00 I 11,000.00 I 11,000,00 I $1,000,001
"I 1 ESTlflATE 1 lEJl:liltJl c(}/T!U 1 ESTlflATE 1 I I 1 I I 1 I 1
1-1-1-1--- 1-1--1-1-1-1---1-1-1-1
" 1 1.1 I . I Hul____.__..I______I_ _I.! __1_uJ 1 _ I
;, I I I 1 TRAFFIC I 1 1 1 I I I I I I
( ," 1-1---1-1--..------1--..-..-1---1---1---1--1---.-1--1---1-'-1
I 25 1 4 1 EAOi IB~ IlJARO RAIL A'I.'lm, 11350.00 111,400.00 I 11,400,00 1 ",,1600.,00 112,400,OOJ ",1500.00.,1",12,000,00 I" ,1585,00. 112,340,001
I 1 1 I(ALTEmATE TYPE 1) 1 E.AOl I 1 1 1 1 1 1 1 1
( 1-1-1-1------1-1-1--1-1--1-1-1-1--1
1 26,1 211 I L.F. IB~ IlJARO RAIL TYPE 1 , .,. JI!5.QOJ .l!.155,OO.J$4,155,o.O.L .121,,00 L 15,811.0.0. I _ 120..00 115,540,00 I 125,65,1 11,105,05 I
1 1 1 I 1 LJ, I 1 1 1 I 1 1 1 1
( 1-1-1--1-..._.--.-----1-.---1---1-1---1---1------1--1-1----I
I 21 I 12 1 EAOi 110 IN, x 10 IN. TREATEO T1~ER II:liTll100,OO 1.11,200,00111,200.,00 I 110,2,4,0,1$1,228,80. 1$100,00 1 $1,200,001$181,50. 1 ,12,250,00 1
I 1 1 1 I 00 1 I 1 I 1 1 I I I
( 1-1-1---1 1 1-1----1--1---1---1--1-1-1
I 28 1 31 1 EAOi IFLEXIBlEIlJlllEII:li15 1 ,. $20.001 ,$620"O,D..I ,$620.001.",120.001 ,16,20.001, $30.00 1 1930,00 1 131.25 1 $968.15 I
I 1 I I 1 E.AOl 1 I 1 1 I I 1 1 I
1--1--1----1-._.---._----.--1-1---1.--1----1--1------1--1--'--1-'---1
I 29 I 1 I L,5, I~ENT SI~11I3 1 1341.0011341.001 1341,00 I 1836,001 ,1836,OO[ 1500.00 I 1500,00 I 13,62,5,001 13,625,00 L
1 I lLM':>oM 1 I IllM'aMl I 1 1 1 1 1 I I
1-1-1-1. 1---1-1--1--1-1--1-1--1-1
1 30 I 8 100J~ ITRAFFIC COO!U lAOCll 1 114,211. $113.681$113,68 1,129.00 I ' " 1232,00 I $25,00 1 1200,00 I 125,00 I 1200,00 1
1 1 I I 1 IUI~ I I 1 1 1 1 I 1 1
1--1---1--1-------.-.----1--1------1.-1----1--.----1-1----1---1-----1
131 1 102 15.1, ICW5Tll.I:ll~ 5100 Ct.I$ A 1 11.501 1765.001 1165,00 I 112.00 I 11,224,00 I 110,001 11,020,001 116,66 I 11,699,32 I
1 I I I 1 5.1, I 1 I 1 1 1 I 1 I
1-1---1,-1--------1-.-1-1--1-1-1-1-1-.--1--1
I 32 I Ill,S, IflAINTrnlltE ~O P1llTECTltJl I 1351.60 I 1351.60 1 1351.60 I 1500.00 1 1500.00 I 12,000.00 1 12,000,00 1 13,000.00 1 13,000,00 I
1 1lLM'1/oI1 Ill' TRAFFIC I UM' 9..M 1 I I I 1 I I 1 I
1--1---1-1-..--------.--.--.--.-1--.-.1---.---1----1---1-1-----.--1--1--1---1
1 33 I 10 I EAOi !lmIFIEO RIGID IlJIIIE I>:llT I 130.00 1 1300,00 1 1300,00 1 130.00 1 1300,00 I 150.00 1 1500.00 I 1100,00 I 11,000,00 I
1 I 1 1 1 00 I I I 1 I I 1 1 1
1-1,-----1....-1- - .-1---..--1----1-1-.-1-..--.-1-----1-1-1--1
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1__1_.____1___1_....._________._....._1__1____1.__.1____--1.----1-----.-1--..-1-.-...---1---1
I 34 1 Ill,S, II'JrliI9HOO T~ STIl.I:1URE I 11,825.001 11,825,00 1 t{)IIN 1 1131 IN 1 I13T IN 1 I13T IN 1 t{)T IN 1 1131lN I I13T IN I
I 1lLM' :>oM 1 I(II3T IftWIlO IN COORACT) 1 UM' 1/01 1 1 COORACT I C(}/IRACT 1 COORll:T 1 COORllT 1 COORACT 1 COORACT 1 COORACT 1
1--1-----1-1-..---.._----....-1--1--.----1-1-..-1-1----.--1---1-1-1
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F..1 Aid Projoct Brcs. 2016 (1)
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f..1 Aid Project 8ros, 2016 (1) I I IRT, 2 BOX 615 !p.O, BOX 301 1215 N, RtEO STRffi I
I ENGINEER'S ESTII<l\1E lo:n;TIlXTIOOIN&I'(XlT, WA 99156 1321 W, STATE STR€ET ISElro InlEY, WA 98284 I
-.- - ____._,_.__._..._____,__..._L_____.._,_..._.L!SI!~IL.I(~Q9)4!H18L_.__.I!1l.ERlHN,jI\_98520::0~18J856~26~L__ __. __,.._1 _ _______ _.".,
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" JlTElII TOTAL I_~IIL .J'Tf}! n.. L....L______L._.I_.._..I _..__1 _ ,..-,,_1. ,I I L"
'J 100, I~A'lTITY I I I~IT PRICE I TOTAL I TOTAL I~IT PRICE I TOTAL I~IT PRICE I TOTAL I~IT PRICE I TOTAL I
1-1-1-1 1-1-1-1--1--1--1-1-1-1
" 135 I". _11 I ~II<l\TER _.. .1__IJ~AOL _,1165.0QI.J165,9OJ..$23,OOJ.$253,OO I, _ j30.0U ._1330.001.$10.001$110.00 I..
'II I I I ~ 1 1 I 1 I 1 I I I
"!---I-I-I ---------1-1--1-1-1--1--1--1--1--1
" I 361 182 I L.F,IHIRtFoceTYPE2m...._ _1$5.0H_J910,00LJ9.IO,OQL__J1,59_L._141UU.16.00 1$1,092.00.1$4,00 I 1128.001
'I I I 1 1 L.F. I I I I I 1 I I 1
1-1--1-1--- 1-1-1-1--1--1--1--1-1-1
I 311 466 J TOO\LIGfTLIX&,RW iW'" IN l'lACE _.I.$30.00J,.1U,980,00UJ3,980.00J____$21.14_ 1112,641,241 ' .122,001110,252.00 I"... $22.00, 1110,252.001.
"I I I I I TOO I I I I I 1 I I I
, "1-1-----1-1----------1--1-1--1---1-------1--1----1---1-I
'1381 64 IC.Y, ISTIlX11IRt EXCAVATlOOClASS8, 119.00 I 1516,00 11516,OOI.ll,36L.$411,0t[ 110.001$640,00 I 120,00111,280.001
1 I I 1 IOCWDltl:J H!lIL I C,Y I 1 I I 1 I I I 1
1-1---1---1 1--1--1-1--1-1--1--1---1-1
1391, llOOlIBRI$BOOI JIAAIIL1100.00L1100,OO 1.1100,001,.1350,001.$350.001 ".1100.001".$100,00 I ,,1500,0011500.00 I
I I I I I EAOi 1 I I 1 1 1 1 1 I
1---1------1-1----- 1---1-----1------1--1-----1-1--1--1---1
. 140 I 21 OOlllYPE III BARRICAa: I 1250,00 I 1500,001 1500,001$100,001 $200.001 ' 1100.0011800.0011200,001 1400.00,1
1 I I I 1 EAOi I I I I I I I I I
( 1-1-1---1--- 1---1-1-1--1---1--1--1-1----1
1411 II ro.. 100A001~ CLElllJP 11300,0011300.00 I 1l00.00 1 ,$300.001.",$300.00 I. 1300.00 I 1300.0011300.00 I 1l00,00 I
IID1lARll lCll.lARl I I I I I I I I
1_1_________1__1____________1__________1__1____1_____1____1--1---1--1-----1
1421 I I L.S, ITRI~IOO /NO ClEIIIJP I 1500,001 1500,001 1500.00 I $1,000,00111,000.00 I 1500.00 I 1500.00 I 11,000,00111,000,00 I
11UM'!Ul1 I 1UM'!Ul1 1 I I 1 I I I 1
1--1---1-1---- ---1--1-----1-1-1-1--1----1-----1---1
, TOTAL 810 I 11143,648.0311130,180.26 111143,611.811 11213,225.00 1 11168,029.12 I
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DEPARTMENT OF PUBLIC WORKS
PROPOSAL
FOR BIDDING PURPOSES
OWL CREEK BRIDGE REPLACEMENT
MAPLE CREEK ROAD. co. RD. NO. 135109. MPI.29 TOMPI.33
AND
OWL CREEK ROAD. CO. RD. NO. 137909, MP O. 00 TO MP 0.03
COUN1Y ROAD PROJECT NO. CR0719
FEDERAL AID PROJECT NO. BROS 2.016(7)
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Sealed bids will be received in the Jefferson County Commissioners
office located on the first floor. of the Jefferson County
Courthouse, 1920 Jefferson street, Port Townsend, Washinqton,
98368, until 10:30 A.M., on the date scheduled for openinq bids.
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THESE PROJECT DOCUMENTS
CONTAIN MINORITY BUSINESS
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(DB/MBE AND/OR WBE)
ENTERPRISE GOAL
SPECIAL PROVISIONS
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Form 271.017
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SUBMIT THE
ENCLOSED PROPOSAL BOND
FORM WITH YOUR PROPOSAL.
USE OF OTHER
FORMS MAY SUBJECT
YOUR BID TO REJECTION.
NOTE: Use of other forms may limit the
bond below an amount equal to five percent'
of the bid total.
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KNOW ALL MEN BY THESE PRESENTS, That, we,
of
a corpor-
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as principal, and the
ation duly organized under the laws of the state of
. and authorized to do business in the State of
Washington, as surety, are held and finnly bound unto the
County of Jefferson in the full and penal sum of five (5) per
cent of the total amount of the bid proposal of said principal
for the work hereinafter described, for the payment of which,
well and truly to be made, we bind our heirs, executors,
administrators and assigns, and successors and assigns,
finnly by these presents.
The condition of this bond is such, that whereas the
principal herein is herewith submitting his or its sealed
proposal for the following highway construction, to wit:
1
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said bid and proposal, by reference thereto, being made a
part hereof.
NOW, THEREFORE, If the said proposal bid by said
principal be accepted, and the contract be awarded to said
principal, and if said principal shall duly make and enter Into
and execute said contract and shall furnish bond as required
by Jefferson County within a period of twenty (20) days
from and after said award, exclusive of the day of such
award, then this obligation shall be null and void, otherwise
it shall remain and be In full force and effect.
,.
IN TESTIMONY WHEREOF. The principal and surety
havo oClused thoso presents to be signed and sealed this
__ day of , 19_.
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TO THE BOARD OF JEFFERSON COUNTY COMMISSIONERS
JEFFERSON COUNTY COURTHOUSE
1820 JEFFERSON STREET
PORT TOWNSEND, WA. 98365
THIS CERTIFIES THAT THE UNDERSIGNED HAS EXAMINED THE LOCATION OF
MAPLE CREEK ROAD, COUNTY ROAD NO. 135109 IN JEFFERSON COUNTY, M.P
1.29 TO M.P. 1.33, OWL CREEK BRIDGE REPLACEMENT, FEDERAL AID BRIDGE
REPLACEMENT PROJECT NO. BROS. 2016 (7) AND OWL CREEK ROAD, COUNTY
ROAD NO. 137909, M.P. 0.00 TO M.P. 0.03,
AND THAT THE PLANS, SPECIFICATIONS AND CONTRACT GOVERNING THE WORK
EMBRACED IN THIS IMPROVEMENT, AND THE METHOD BY WHICH PAYMENT WILL BE
MADE FOR SAID WORK IS UNDERSTOOD. THE UNDERSIGNED HEREBY PROPOSES TO
UNDERTAKE AND COMPLETE THE WORK EMBRACED IN THIS IMPROVEMENT, OR AS MUCH
THEREOF AS CAN BE COMPLETED WITH THE MONEY AVAILABLE IN ACCORDANCE WITH
THE SAID PLANS, SPECIFICATIONS AND CONTRACT, AND THE FOLLOWING SCHEDULE
OF RATES AND PRICES:
(NOTE:
UNIT PRICES FOR ALL ITEMS, ALL EXTENSIONS, AND TOTAL AMOUNT OF
BID SHALL BE SHOWN. ALL ENTRIES MUST BE TYPED OR ENTERED IN
INK. )
ITEM PLAN
NO. QU~ITY
lTEM
DESCRIPTION
PRICE PER UNIT TOTAL AMOUNT
DOLLARS * DOLLARS
------------ --------------------------- --------------- ------------
PRE PAR A T ION
------------ --------------------------- --------------- ------------
1 LUMP SUM
------_0-----
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I 2 0.33
ACRES
0 ------------
3 LUMP SUM
MOBILIZATION
LUMP SUM
CLEARING AND GRUBBING
AT 5;';'00,00
PER ACRE
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11 B 7. . 00 'fW>
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REMOVING EXISTING BRIDGE
LUMP SUM
to
170
LIN. FT.
REMOVING WIRE FENCE
AT f).,Oo
PER LIN. FT.
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DOT (DECIMAL) IN THE PRICE PER lINIT COLUMN SHALL BE INTERPRETED AS CENTS.
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ITEM PLAN
NO. QUANTITY
ITEM
DESCRIPTION
PRICE PER UNIT TO'l'AL AMOUNT
DOLLARS * DOLLARS
GRADING
AT 5'.76-
5
701 ROADWAY EXCAVATION
CU. YD. INCL. HAUL PER CU. YD.
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AT :<. , '30
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371 EMBANKMENT COMPACTION
CU. YD. PER CU. YD.
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299 GRAVEL BASE
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""l.. 7 $b . g6
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8
84
CU. YD.
CRUSHED SURFACING
TOP COURSE (TRUCK MEASURE) PER CU. YD.
If ~:<,oiJ
------------
ASPHALT CONCRETE PAVEMENT
9
(N.I.C. )
48
TON
ASPHALT CONCRETE PAVEMENT
CLASS B, INCL. PAVING AS PH
(NOT INCLUDED IN CONTRACT)
NOT
INCLUDED IN
CONTRACT
NOT
INCLUDED IN
CONTRACT
S T R U C T U R E (A P P R X. QUA N TIT I E S)
------------ --------------------------- --------------- ------------
STRUCTURE EXCAVATION AT ':<0, 00
10 33 CLASS A, INCLUDING HAUL
CU. YD. PER CU.YD. tco,OO
------------ --------------------------- --------------- -----------.
FURNISHING AND DRIVING A'f IbrJo. ()O
11 2 STEEL TEST PILE "3000,0() ]ll'l
EACH PER EACH -~~~~
------------ --------------------------- ---------------
AT /S', '3 a
12 240 FURNISHING STEEL PILING
LIN. FT. PER LIN. FT. A'!..r._~'_~~_
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DOT (DECI"',^L) IN TilE PRICE PER UNIT COLUMN SH~.LL BE INTERPRETED AS CENTS.
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------------
13 6
EACH
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14 6
EACH
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15 20
CU. YD.
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16 189B
POUND
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142
LIN. FT.
ITEM
DESCRIPTION
PRICE PER UNIT TOTAL AMOUNT
DOLLARS * DOLLARS
DRIVING STEEL PILE
(HP 12X53)
AT
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18
(N.I.C. )
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SQ. YD.
PER EACH
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AT
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PER EACH
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CONCRETE CLASS B, FOR
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STEEL REINFORCING BAR,
FOR BRIDGE ENDS
AT
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PER POUND
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AT to, 00
TRAFFIC BARRIER
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NOT
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CONTRACT
PER LIN. FT.
MEMBRANE WATERPROOFING
(DECK SEAL) (TO BE DONE BY
OTHERS) (NOT IN CONTRACT)
NOT
IN
CONTRACT
AT '3(., 'l.b-
ELASTOMERIC BEARING PAD
PER EACH
7 -:;.S;(tJ
PRECAST PRESTRESSED AT 9:2. Fl3.{.""'O
20 5 SLAB (26" x 69'10")
EACH PER EACH I{. C 11-/7, b-O
------------ --------------------------- --------------- ---~--------
21
LUMP SUM
PLACING TEMPORARY
STRUCTURE
(RAILROAD FLATCAR)
LUMP SUM
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22
LUMP SUM
SEEDING AND PLANTING
SEEDING AND FERTILIZING
AT ().OOO,OO
PER ACRE
o
23
0.25
ACRE
REMOVING TEMPORARY
STRUCTURE
(RAILROAD FLATCAR)
LUMP SUM
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ITEM
DESCRIPTION
24
TEMPORARY WATER POLLUTION/
ESTIMATE EROSION CONTROL
ESTIMATE
$1,000.00
TRAFFIC
25
BEAM GUARD RAIL ANCHOR,
4 ALTERNATE TYPE 1
EACH
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PER EACH
__;?;!f..99.:~
26
277 BEAM GUARD RAIL TYPE 1
LIN. FT.
AT :;;./, 00
PER LIN. FT.
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10 IN. X 10 IN.
12 TREATED TIMBER POST
EACH
AT IO:l" If-O
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28
31 FLEXIBLE GUIDE POST
EACH
AT ;20,00
PER EACH
0.0, ()O
29
LUMP SUM PERMANENT SIGNING
?J 3' ,GQ
LUMP SUM
30
TRAFFIC CONTROL LABOR
AT ;1.9.0"
PER HOUR
.,2.3a.,M
8
HOUR
31
CONSTRUCTION SIGNS,
CLASS A
AT /.:<, DO
PER SQ. FT.
/~al{. 00
102
SQ. FT.
32
LUMP SUM
MAINTENANCE AND PROTECTION
OF TRAFFIC
J.UMP SUM
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33
10
EACH
AT 30,l:lC~
PER EACH
:g00,00
MODIFIED RIGID GUIDE POST
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182
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CU. YD.
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DOLLAR
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LIGHT LOOSE RIP RAP
AT J..7, It{
PER TON
J..~He~:i
STRUCTURE EXCAVATION
CLASS B, INCLUDING HAUL
AT
7,73'
PER CU. YD.
___i.?!.!_'?t_
BRASS BENCH MARK
;'3 ~-o, 00
'35"0,00
AT
/00,00
TYPE III BARRICADE
PER EACH
---"';~.:!:~-
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ROADSIDE CLEANUP
$300.00
DOLLAR
$300.00
TRIMMING AND CLEANUP LUMP SUM
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fEDERAL !' PROPOSAL NOTICES
NOTICE TO PROSPECTIVE f[DlRAL.lID
CONSTRUCTION CONTRACTORS
I. CERTIFICATION OF NONSEGIlEcaATE.D
'ACILlTIES
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C.l A C,n'htlltOn 01 NOllnlJ"gl'" Faclbhel. ..
'Iq"lfld by Ih~ "'.y II, '161. Ordt'1 01 "" StCllllfY 01
l.bor (32) f,R "311, "'IY ,g, 1861) Ofl EIlnl'''I''on 01
51",.,,1110 facll,he. IllftclvCled 1ft lhe propou' 'IId
",,,.1 be l"brMI,d pllOI to the o_.,d Of . f'der,I"ld
"IlIh_Ir conl'UIClton COIlU'CI "Clldlnll 110,000
.tllch II "01 ..,mpl hom Ih. p'O.lltOIIl Of 11'1, EQu,'
OppOt1"l'IlIr cla.,n
Cb) e.dOtrl.II ee,,"on.d u 'ollOWI ., IIIJI'IIftD Ihll
lb.d, Ih, b.doer WIll b. dtl:'med 10 1'1I'1 'Igned ,nd
all'"o 10 Iht pIO",.'on. 01 1M ..Cet111lnholl Df NOll'
.,gleg.I.d f.ell,".... III Ihl' p'oponl Thl' ,.,hhc.
'101'1 p'o..ou 11'1., 11'1. bldo,' don flO' "",I'ItI'1'I ell
,'O"Ot 101 h,. empto,.. '''11111'' wtltch .re If o'e
G.I~Cl Oil I b.... 01 'Ice. Clltd. colOf, Ol' fllllonl' 011
Gill, whelh.. IvCh 1.,Il,Ite' 're l'O'tll'''O by
Cltl,CII., 0' 011' de I.elo bll" Tht certll'Clholl ,1'0
p'O'"dn thll Ih, bloder wilt flOI "'lrnl'Ift lueh "0'"
G.I'd lacllthn
(d .,dd,.. fte.".no hdllll."O h.gh_" 'OfIII'u'
'101'1 cOI'II"cl ,..u" ..ee,l:hI'ID ItO,OOO ....'eh 'It flol
..."'pl 110m Ihe p'O,,'IOnt 01 11'1, Eq"al OpPOflulhly
CI'''If, WIt! b, flqlltltO 10 PI0't10.IO, Ih' 100."d'''D 01
the 10IlO..IID flOh'~ 10 P'Olptchvt IlIbCOI'llIlCIO'. '0'
COI'III'''Chol'l COII"lell ,"d "'"tll,I lupph"1 wtl~II
Ih, ."bcOIII'f1CII Of ",.1'"'' ."pply 'D.tlm'"" ...
Cltd 110,000 'l'Id.It flOI ,.,mpl hOlft Ih, 1)'0.'1101'1.
01 Ih, Eqll,I OPPOIl"I'IIIIU cll"n
..OlICE TO PROSPECTIVE IUBCONTRACTORS
AHD IUTlRIAL IUPPLlERS or REOUI"UUHT
'011 C'f1,.fICATION Of NONSlGREOlTlD
'ACILlTIES
(.) A C.".r."hO" 01 t.loll.,g"III1'd F'ctl,lltlll r.,
lI"IIId tlr Ih' ....r I, IN1, OIdt! 01 tM S,ct.I." 01
Lltlo' 13' F A 70il. ....)' HI, 'I6n on ElrllllflltlOl'l 01
5'D'lgII'd "tllthll, wh.eh " Iftcludtd 11'I Ih, p,o.
POll'. 0' 'Il.ch,d ""'10. MUll be IlIbm,Il'd br .,ch
l"beOll!"cto' Il'Id "'11I1I.I.upph" pliO' 10 Ih, ,..."d
0' th, lubeo"".el 0' tOI'l.ulllmlhOfl 01, ",.1'''11 I"P
ptr 'll'ltm,"' II IlIch lubeonl'.cl O' 10'"""111 I"
etldt 110.000 .no " "01 ,.,"'pI "0m Ih, 1)'0"'10"'
01 th, Eqllll OppOII"IIII)' ,llun
,.
et/I S"beol'lllleIO'. ."d ""I'Il.t lupph,.. ,It n"
1101,..0...10110.' tl, l.glnll'lO Ih. llIbcDflI'ltI D. ,"It,.
lllg IIlIO I 1'1I11...11 tupply 10,..".,"1. 'fll
."b'OfI"lctO' D. "'"'"11 '''PP'''' .,11 be d"""d 10
Mw' ..gn'o .nd ID".d 10 Ih, pIO.,I.OftI olth, "Ct"
"""hon 01 NOI'IUO'ID'"d f,c.hll.." Ifl the ,ubCOI'I.
IlIcl 01 mll,...1 ,,,pply '1I'''''''fll '....1 ,,,"lreIIlGn
p.o,teln Ih.1 Ih, '"beonlraclor Of ",.t,"11 'loIPPllll
'01' 1101 ""lfllIllI 01 P'OVld' 101 ''111 l"'pIOy'.. "cllt,
'It. .h,ch lit 1I1I'IO'"d Ol'llh, b.... 01 rtc., Cltad,
COlo., O. III"Ofl.I OIlgIII. .h,lh" I"Ch 'It,lthll '"
ItD,.gllad b, dU'Ch.' 01 on I .. I'CIO bUI' 'he
Clt1Il.Uhon 11.0 plo..(I" Ihll Ih, lubcOl'llfltlO' Of
'Ulf',lllupphll ..111101 "...lIllln lueh "ollOllld II.
C,hltn
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l"bcol'll"CI'_I'O. Of "'"'111' I"PP'r 10'""'11'111'"
C..OlI'10 ItO.ooo whIch "'"01 "IIIIP' I'om U', PfO""
'101'1. Ollh, Eq"ll OppOllun.l)' Clhll .,11 be rlQIIIPld
to "'O~ld' tal ,1'1, 10',,"d'''0 of Ih" flOllte 10 p..,.p",
I.., IlIbtOl'll'ICIOli to. '011.",,'"01'1 tOfrI.ltli 'l'Id "".
ItI'll ."pplllll wh", 'h, lubeoflU"" " fIlIIII.11
I"Ppl, 'O'ttm,nll ..e..e1 110,00\) 'fleI "1 flOI ..
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.. 'UPLUAENTATION Of CLEAN AIR ACT AND
fEDERAL WAnR POLLUTION CONTROL ACT
Ca) Br IIDl'Ill'Ig 11'111 bId, 'ht tllddel WIll be d..m.d to
ha'" IlIpul,"d IS 'ollowl
C.) ThOl 'I'Ir "Clll1r '0 bt ut,l'"d ilIlh. pe,IOt"m.
'IIC' 0111'1.. 'GnU,cI, """Ie.. luch ConUICII'
..."'pllllld., the Cte.n All Ac!, II .m,nd,d
(402 U SC tB~7 II ItD . II ''''Ino.d br Pub
L 1'.6Q.t. 'l'Id YftOI' Ihe Fadtf.1 WII., POll".
lion COI'II,ol loCi. II Imllld,d (33 US C '25
'0 IIg ,IS 'If'Iltnd.d br Pub L 11600) hec.
talt.. Otd,r '1738. 'lid f,gUI'1I01l' tit ....pll'.
",~l'Ilahol'l th",ol ('0 C fA. P.'I 15). .. nOl
ltalld 01'1 Ihl US b"fOflm.nlll P,ollClloll
ADlnc)' IE PAl L." 01 V.oI,"nD F'Ctlil... P""
aUIIII to ..0 C F A 1520
(2) Thll 11'1, S'", O,plllrntl'll 01 TIII'lIPOflll'O"
Ihlll bl' p'ompll, f10hll.d pllOf to COnl'.CI
,_,'d ollh. IIc"pl b, 11'1. blddtl ollll'lr com'
",uI'IIClIIon tlom 11'1, DII'ClO', OIllcI 01 f.o"al
Acll"II'., EOA. IndlClhnO Ihal a '.clhly to b.
utlhlld 10' 11'1, cenUlt! 'I Illld" COl'llldlllllO"
10 b, "II,d Ol'llhe lPA LIII 01 VIolah"g fIClI..
10..
nDf,RAL AID CERTlFtCA,.ON
CE"TIFICAT[ OF NONSf,GREGATED fACILITIES
CApplttlbl' 10 fedtlll "0 COI'IllIll[IIOII COI'II/,cli 'lid
"'",d I"bcol'lllacli "'tld,nD 1'0,000 whleh ,.,
1101 ..'mpt I.om 'I'll EQ"II OpPOlllln.ly ,la"lt)
By Ih, ."b"ulI,on 01 .h,i bid. Ih, ..tcullon 01 Ihll
conllacl 01 lubeon"lc', o. Ih. COI'Ilumm.hon 01 Ih"
"'111I.llluppl, 'Oll,mel'll, II apP'op'.II', Ih' bldd".
",,",I"d COfl,Uueho" 'Of'II"clo'. ."bCOI'Ill'C'or, Of
""1.,..1 ."pph". .. Ipp'OPII'I', ",hi... Ihl! h,
11I0.. 1101 ""Inllln 0' pIO".d. 10' hi' .",pl0Y'" 'I'I~
IID'IOII.d I'CII,,,",, 'l'Iy 01 ItI,"I.blilltm,nll, ,nd
!hath, .011 flOI pe'ml' h.. empIOr'" 10 PlrtOf'" thel'
I"WI'" II,I'IV ~c:.hon, ""d" Itll COfIIIOI. ....." liD'
IIO.I'd Iltll.hn '" "'111I1111'1'0 He 'Ifhl... IlIlth"
'hl! hi will fIOl ""II'IIIlft O. p,ovldl IOf h.1 ."'plo,..'
Il'Ir "01101"; I".lth.. It I"" 01 h., e,'It,It,hm.f'IIl,
,"d 11'111 hi WIll flOI p""'ll hll ,mploy... 10 p.llo'm
"".,It'''I'" II '"r IOClltOI'l, Ufldll h.' canuoI, whll'
IID'IO'I.d Iltll.h" 'f' m"I'IIIIIl,d HI .g""lhl! ,
"leePl Ollh,. e"I,I'ClItOIl'1 ,v'Olllloll 01 th, (Qu"
OpPOl1uMr cllllll '" Ii'l" 'Ofll/lct AI ulld III thll
ClI1111""01'I, Ill' '''''' "IIO"D'''O Iltlllh.... ,llI.fll
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100"". .11111I11111. 'fI(I 011'" "''''0 I'U', "m,.
Ctoe.... toell" IDOl'll' Ifld 011'1I' IIOfIO' 0' .'"111'10
,,,,,, ,'Illflllloll, lIflfl""'O 'OlIltI..ftI, ",,"hO" 0'
'"lln'llIm'"I"''', ',,".porllllOl'l, ,,,d hO"""O I,cd'
..... p,owld,(I 10' Implo,"1 wh.ch ,,. 110110'111I br
l.pIICII '.ltcl,,,, Of ,r. lI'll1C1 110""1.11 0" Ihl bl'
I" 01 'Ict, C'". COIOf. Of JIIIIOIIII 011011'1. b'CI,,1I 01
NbIt, IoClI e"llom, Of Othl'.I" ... '0'''' t"" C..'
Clpl wf'I"1 h, Itll otItt'I'I,d '-.hltnl Ctrhl.Uho"l
1f0ffl plOPOltd IutltOfllfltlol' Il'Id """1111 l"ppIIII'
'0' ,pee.t.c 1!IlI' ""0.'), h, .111 obl.."....llll"I ell"
1.c.hOIlI "om P'OPOlld ."bC:OII11'CIOI' Of "'"111,1
'lIppl."1 pllOl 10 11'1. I*"d 01 IlIbeOlllllCII 01 the
COIl."",mlholl 01 mat"I,1 IUppl, 1D'"""IlIl, ...
C"dl"O 1'0,000 whlc" '" f10f ..,mpl "om Ihl pfO~"
'.Oh' 01 Ih, Iq"I' OppOfhlflll, CI'III1, Il'Id 'hll h, w.ll
"".11 I"ch I:IIII'IUIIOl'li lI'l h., Mil
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NOTICE OF REOUIREMENT FOR AFFIRMATIVE
ACTION TO ENSURE EOUAL EMPLOYMENT OPPOR.
'UNITY CUECUTIVE ORDER 112.SI
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i I) The OtltlOf" or Bldde'., '1I,"1I0n II CIlll'd 10
'ht "'Equal OPPOlluMy CIIUU" .nd the
..St'"dlld Fld",! EQuI' Employmenl SpeclfI.
C.hons" lei tOrlh tI"t,n
(2) The 00"" and limtl,blu for "MOtll,. and Ie'
m,le PI,tlclp,hon. ,.pfllled "' p'fcent,;e
IlIms. 'Of the Conlr.Clof. 'gg"Olle "0'"
lore, ." .,eta tr.de on ,II con,"uChOf'l.o'~ NI
Ihe cOllerees "fI, .re IS 101l0wI
r..", Go," '01 ""1100'1" GO'" 10' "."..lr
Telllt. p.PfIClp"'OIl '01 lte" '''''IC'''',OIt." r.ch
".I1~ ".ar
,s., Specl,' ProW/.,o""
'flne go,I. "f ,pphc.ble 10 Illth, Coni"
10'" COnllrwehon work (whtl"" 01 ftol 'I II
F.dtt., 0' Ilfdtf,lIr IIIIllld) ,,,101mI'd tn
I"t cOweled "II Illht conlr,elOf pr,torml
conllruchon wDlk "I . O~ogl'ph'C11 IIU Jo
Clled oulllde 01 Iht cowerld 'Ita. Ilah.1l 'P
ply 'hI 00'11 uUblllh.d 'Of luCh
O'OD'lp"lIe,llltI wht', Iht "01" '1 IClullly
plIIOfmtd WIth '.O"d 10 Ihll Itcond "'"
Ih. conlllclol 1110 " IublttllO Ih. 00'11 101
both .11 ,.d..lllt InvOlvtd ,nd non.,.d".II..
InwolvC'd conllluChon
...
Th. Conlllclo,'I compli.net wllh Ihl h.eu
tlW' Otd,' '''d 'ht "gullhonl If! '1 CFR P,rl
eo,. Ih,lI bt bind on "I N'npl.m.ntl"on Dr
Ih. (QUit OPPonuM1 Cf,vle, IPIClhc '''.,m,
Ihv. ICII0n obltglllOnl r'QuII.d b1 'h. 'PIC'.
ItClhonlltl 'Ollh III" CFR &0,. 3(1), Ind "I
1"01'1, '0 mttl the 00'11 Th. houII 0' wunor'
"1 ,nd t.m,l. .mpt01"'."1 Ind "lining mult
b. Iublllnltllt~ unllorm Ihloughoullht Itngth
ot Ih. eonU.cl, .nd III IIch '''d.. Ind Ihe
con".clol ahlll m.", . OOOd 1IIIh I"orl 10
I"'plo.. ",.noFlI.,. Ind wom.n .~tnl.. on tiC"
01 III pro,.ct, Th. '"fI"" 01 mll'lOFl', 01 Ie
"'II, emplo,... 01 '''Inl.. hom ConUIClo,
10 tanlrlClol o. 110m plOltcllo plo/.ellol Ih.
101. PUlpOU 01 frIl1ling 'ht CO"'IIC'OI"
00111 Ihlll b. I Vlol,tlon ollh. co"U.CI, Ih,
EltCuhv. Otd., '''d Ihl r'Oul'hon, 11I" CFR
'I" 10" ComplI,nce .,Ih Ih, 00111 ~II be
W1.lIu,.d 10'1"" Ih. 101,1 wo,. hOUfI ",.
form,d
o
(3) Tht ConlllclOI ,hili P'OYld' .'ltI.n N"'ICI'
I.on 10 'ht 0.""01 01 Ihl Ot"ct or hd.,.1
CanlllCI tomph."" ',oo"ml wllhlfl '0
WOI"lnO d'rl 01 ...,d of I".. conlhlle'.on
lubeo"'"Clln '.Cfll 01 1'0,000 II In.. I..,
for conllluChon WOI. "nder 'h, conl,.tt r,.
lull.no 'rom Ihll loheltlhon Tht ftOllf.clhon
Itll" I'll Ih. II''''', Iddl'" ."d t,'.phOft.
..umber ollh, 'ubeonll.tIOI, .",pI01" NI,nlt.
l,cI"on ftul'\'lbtl 0' 11'1, lubco"'ll1ttol. lill'
mil." doll. 1 .mou", 01 'h. aubcOftllltl,
IIlIm'"d atl'lIng 'I\d compt.lIofl dll" 0'
th, lubconlfltl and Ih. OlogrlptuC.I.ltI .n
whleh Ih. 'ubeon"I" I' to be per'o,m'd
to
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.ulllng Irom thia 10heil,'lon. the "co~,r.d
.r.... il .. dtllon'l.d in Ihe Specl" ProYi.
110"1 101 Ih" proj.et
1he gOlll .nd timel.bln 'or I.mlle ,nd Ini.
"ordy ulihllhon ,hill be "'cluded IIf'I ,II F.d.
.,., .nd "d."U, ~nl",d con.tfuCllon
conUltl1 In" lubconlf.cll In .ac," 0'
110.000.11'1, OOIII.re .pphe'ble to the Con.
tr.cto,', .gDr.glle ona.', conlU"Chon
..ork'OlC' wh.'h" 0' nOI Pllt 01 'h,1
_orUoree II per'",mlng wo'" on. F'der,1 0'
l.dellll..,aul.,ed conlUuchon conlraCl or
'ubeonl"cl
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thll proponl h. .. dllmed 10 hl~' ,tOfted the tallow.
11I0 ur"htalt teqUlf.d '01 11'1'1 P,oleCI
NON,COLLUSION CERTIFICATE
Tht Und.1I10n,d, b'lng duly IwOln, Clepolu and .,..'
Ihlt I'" pellon, lum, ,"oCI.llon. co p.flne1ltup 01
corpor.tlon ht"ln nlm.d, 1'111 nOl, '.1"" dlreCIIW' 0'
",d,'ecU.., .'U.ltd Inlo .n, lo,.,,,,,nl, Plrtlclplted In
.n.. collUSIon, 01 o'h,rwIU I...." anW' .Cllon In rt
Itlll"t 01 I'.. competlhve blddrhO '" Ih. prep"'hon
Ind lubm.lllon 01 ,tI" proponl 10 'he WUhl"Olon
SIlt, Dlp",m.ftl 01 ''In,port.1I0n 10' conllder'hc,n
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CONTRACTOR'S DECLARATION OF OPTION FOR MANAGEMENT OF
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STATUTORY RETAINED PERCENTAGE
A. I hereby elect to have the retained percentage of this contract held in
a fund by the Owner until (30) days following final acceptance of the
work.
Date
signed
B. I hereby elect to have the Owner deposit the retained percentage of this
contract in an interest bearing account, not subject to withdrawal until
after final acceptance of the work.
Date
signed
I hereby elect to have the Owner invest the retained percentage of this
contract from time to time as such retained percentage accrues.
I hereby designate ,s'fi)CkflHF: I?'~I'-r !tIil"i;"""RI 1l3/"'.{
repository for the escrow'of said funds. .s7Jq-fl6'.s--&'Y~~
I hereby further agree to be fully responsible for payment of all costs or
fees incurred as a result of placing said retained percentage in escrow and
investing it as authorized by statute. The Owner shall not be liable in any
way for any costs or fees in connection the:?;re ith.
Date ,,-- I? - >>9 Signed ~~/ ~ AI'~t- ~J'
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NON-COLLUSION AFFIDAVIT
* STATE OF WASHINGTON
** COUNTY OF e/a//.-?#1
55
I, the undersigned, an authorized representative of
*** ~J(/[";'lIe,,:!, (c)"''''i' 7" t<J, /"'~ being duly sworn, deposes and
says hat th person(s), firm, association, or corporation has
(have) not, either directly or indirectly, entered into any
agreement, participated in any collusion, or otherwise taken any
action in restraint of free competitive bidding in connection with
the project for which this proposal is submitted.
I. further acknowledge that by sianina the proposal sianature paae
of the DroDosal. I am deemed to have signed and have agreed to the
provisions of the noncollusion affidavit.
* If notarization of proposal takes place outside of Washington State,
I21l.1&TE WASHINGTON and enter approprinte State.
** Fill in county where notarization of proposal signature takes place.
***Fill in firm nnme.
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To be 'Iiglble lor .ward or thl, ccnlracllh. bidder mul1ox_. end lubmll, II a pan 01 hiln1er propo..'. thorollowlrG
anKicalion rala1inglO tliIadvonlllltd Busl.... EnlorpriH raqu~.monll. This ..rtlication Ihan be dllmld a pan 0' thl
,.,ultlng ccnlraCl. Fanuro" ccmplll. and aLilml tit. ..rtlallon 0I1ht inclusion Dla falsi ..rtll'ocatlon lhan be CIOn-
ald.rod II avld.nce lhaIlh. pmposalll unro,pons""" Iht lnvIIallon" bid. "'ormalion on ..rtKitd rumall ayanlbl.
from OMWIlE, phona (206) 753-9693.
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DISADVANTAGED BUSINESS ENTERPRISE UllL1UTlON CERTIFICATION
coortKit,lhall has 001I1101 whh tltlrolowing Di,tdyanllllod Bu,inl" Entlrpriso,
NAME OF BIDDER
(DBE) and, M . . tlto lucco"lul bidder on Ihis P'Ojee\. . ahallaward aubconlractors to or .n,..lnlo IUPPIy .gro.monll whh
\h. rollowing Disadyantlllod Bu.lno" Enl.rprill(a) .. Indicaltd: Cd n.c....ry. u..additionallho'I).
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ALUE OF WORK IN DOLLARS
TO liE AWARDED DBE
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DOT FORM 272ollS6A
REVISEDD187
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PROPOSAL - CONTINUED
The bidder is hereby advised that by signature of this proposal he/she,
is deemed to have acknowledged all requirements and signed all
certificates contained herein.
A proposal guaranty in an amount of five percent (5%) of the total bid,
based upon the approximate estimate of quantities at the above prices
and in the form as indicated below, is attached hereto:
CASH
o IN THE AMOUNT OF
o DOLLARS
o ($ PAYABLE TO THE COUNTY TREASURER
~ IN THE AMOUNT OF 5% OF THE BID
CASHIER'S CHECK
CERTIFIED CHECK
PROPOSAL BOND
**Receipt is hereby acknowledged of addendum(s) no,(s)____,____,____.
Note:
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FIRM NAME deN)-)! j/ ~,H// d.Ar?" 4c:..
(ADDRESS) /9r 02. }In.... 6 /~
~.r"~ 1Jd,l. c! A 99'/6'"?
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before me on ..f;r-'/'C1.,;:, Cj'C}
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This proposal is not transferable andr-~~~~1~ation of
the firm's name entered hereon without ptrUf permission
from the County Commissioners will be cause for consider-
ing the proposal irregular and subsequent rejection of the
bid.
Please refer to section 1-02.6 of the standard specifica-
tions, re: "preparation of Proposal," or "Article 4" of
the Instructions to Bidders of building construction jobs.
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signed and sworn to ~or affirmed)
c:6'1i-n~~/Y}~
N TARY PUBLIC
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My appointment expires
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C (i Bond :-10...."""",."".....,.."....,
Fidelity and Deposit Company
HOME OFFICE OF MARYLAND BALTI/lfORE, /lrD. 2/203
DID BOND
KNOW ALL MEN BY THESE PRESENTS:
Tbat we,....,.........................!!.J;;!'!B..Y...f>..,H,~,llR.Y...Q.Q.llS,T.Rli.C.U,Q,!'!.....XIi.C,...............................................................,..........
............,.......,.....,.......................................................................................................................................................................
........,....,..,................,......,.......,.,.......",...,.,..".....,...........,....., a. Principal, (bereinalter called "the "Principal"), and
the FJlmI.ITI' .\SI> DEl'OSIT COMPANY OF MARYLAND, 01 Baltimore, Maryland, a corporation duly organized
under the laws 01 the State 01 Maryland, a. Surety, (hereinalter called the "Surety"), are beld and firmly bound
un to..........~,~,f.~,~,~~9,~..E~2~.~~~,!....~~~~~!.t:!~~.!..9.f...~.v.~~,~,9...~2.~~~.........................................................................
...............................................................,....."..........................."....,.....,...,...........................,..............",...."............................
................,....""..,........,.......".......,..,...,...,',....., ,......,.......,........................,a. Obligee, (herei nar ter called tbe "Obligee' '),
in the .um 01....,~.~...2~...!~.~..~~~,~.~~.t:!..~.t:!2~,~!,..~~!?~~.:,~"..".........,.,.................,...,..,Oollar. ($.....,......................),
lor the payment 01 which .um well and truly to be made, the .aid Principal and the said Surety, bind ourselve.,
our heirs, executor., administrator., .uccessor. and assign., jointly and severally, firmly by tbese present..
WHEREAS, the Principal has submitted a bid lor....,..........................................................,......................,..........
............,..,..9,1:!k...9.~.I?,!;!$...!l!\1P.g!i...!\,J;;r."A~)?tl!;!lJ.:.,..~J.',!.!i..,9.!\~,!;!$;..!\9AP.,....~9.V.NlX..R9.b,l?..n...~lm,9.................
.,.,..."...,',...!"!~...~,:,~,~..,E~...!"!~...~.~.~~,..~..'O,\'!!1.,,9.~.~~.~.,9.9.V.N:!'.Y..,,~.9.~.I?g~~.?.g,?...!"!~.,.9.~,9.g.,lR..,tl~,..g.,.9.~...........,..
..................g,~.~~,..~~.~.~,9.~2,?,~,?..... ....f.~!.,~~9.~...~,2,~...~.(?.>...........................................,...................................................
.,..."...,...,..,.".......,....."................,..,..."..,...,..,...,........,.............",...,..............,...........,.,.,......,......................,..................-.......'.
NOW, THEREFORE, if the Obligee shall nccept the bid of the Principnl and the Principal shall enter into
n contract with the Obligee in nccordnnce with the terms of such bid nnd give such bond or bonds a. may be
specified in the bidding or contract documents with good and sufficient snrety lor the Inithlnl perlormnnce 01
such conlraet nnd lor the prompt pnyment 01 lahar and materinllnrni.hed in the prosecntion thereor, or in the
event 01 the lailnre 01 the Principal to enler into such contract and give such bond or bond., il the Principal
.hall pay tn the Ollligee the difTerence nnt tn exceed the penalty hereof hetween the nmonnt specified in said
bid nnd .uch larger amonnt for whieh Ihe Ohligee may in good faith contract with nnolher parly to perlorm
the work covered by .aid hid, thenlhi. obligation shall he null and void,otherwise to remain inlulllorce nnd efTect.
Signed and senled thi..................,...,~~,~~...........,.................dny ol........,~,~.~....................................A,D. 19...~,?...
...,~~L..rf:..~d.d...............
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Lois Stewart. Attorney-in-Fact
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Power of Attorney
FIDELITY AND DEPOSIT COMPANY OF MARYLAND
HOME OFFICE, 1A1T1MORf, MD
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KNOW ALL MEN BY THESE PRESENTS: That the FIDELITY AND DEPOSIT COMPANY OF MARYLAND, a corporation 01 ,he
Sla'e 01 Maryland, by C. M. PECOT, JR. ,Vice-Pre.ident, and C. W. ROBBINS ,
Assistant Secretary, in pursuance of authority granted by Article Vi'S clion 2. of the By-Law8 of said Company, which are set
forth on the reverse side hereof and are hereby certif~' be in full and effect on the date hereof. does hereby nominate,
con8titute and appoint Richard W. Merril!,."'-",, . Din W. W. Weller and Lois Stewart all
of Spokane, Washington, EACH.... ~...... :0> .................... '
i18 e an agent and Attomey-inwFact. to deliver, for, and 00 its behalf 88SUlety, and 8S i18 act and deed:
any and all bonds and undert ............... ................
n t e execution of 8uch bonds or nod gs in pu e of these presents, shall be 8S binding upon soid Company, IUI lully
and amply, to all intt'nts and purpo~' theY~en duly executed and acknowledged by the regularly elected olficers 01
the Company at its office in Bolti~~d" in t n proper per80ns,This power of attorney revokes that
issued on behalf of R~d W. ~'ll, etal, dated, March 21,1985,
The said A88iRtant secrela ~herCby~that the aloregoing is II true copy or Article VI, Section 2, or the By.LawR 01
said Company, and is now' c.
IN WITNESS WilER EO Raid~ice rc cnt and A88istont Secretary have hereunto subscribed their namell and affixed the
Corpor~te S~al 01 the said EI.IT EPOSIT COMPANY Of' MAIIYLAND, this 13th ......__...._..d.y 01
UctoDer , A.D. 19
Am~T:Q.......R.:.~:=.~::::~NY ::~..~.~~.~.:::~.:...4~~.....................
,4"III/III.nl &cI'I''''r l'/ct'.Pno,lldt'nr
STAll: OF M..unl,"~1I
elT\' nt. n..u,TIMUln: : ~~:
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On this 13th d.), 01 October, A.D. 19 87, before the ,ubllCriber, a NOlAry I'ublic 01 ,he SIBte of
Maryland, in and (or Ihe City o( Raltimore, duly commillsioned and qualified, came the above-named Vlct.Presldent and Allslstal1t
Secre'ary nllhe FJIlt:LI'J'Y ANI> IJIWOSIT COMPANY OF MAIIYLAND, to me ""roonally known 10 be the individu.ls and olllcers
de8Cribecl in nnd who f'!lIecuted the preceding Inlltnlment, and they ('ach acknowledged the execution or the IIOme, and being by
me duly IIwom, ~verally nnd ..aeh ror himM!1f depoRelh nnd Raith, that Ihey lire the Rllld oUicerll 01 Ihe Company nlorcllaid, anel
tbatth. .ealolll,.d to ,h. prec.dinK In"",ment i.the Corporat. Seal 01 ,old Compony, and tholthe oaid Corporate S.olond Iheir
aignaltl~ 8M such offlren were dilly ftflilloo and IUI)flCrihNl to Ihe Raid inlltnlment by the sulhority and direction o( Ihe said Corporation,
IN Tt:STIMONY WHI:REOI', I hov. horellnlo...t my hand and olll,.d my Ollicial S.ol, otthe City of lIaltimor., th. doy and
yrar lirlt abov(' wriU('n, _:;:::;'
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I. Ih. IInd.rnlKII.d, AMi8tant Sm.'ory 0' Ih. "IIlEl.ITY AND J)EI'OSIT COMPANY In' MAIIYJ.AND. do h.reby c.rtlly thai
tb. orlglnoll'ower 0/ Attorn.y 01 which Ih.lor.KolnK I, a 11111. !n', ond corr",t copy, i. In fllll/orc. ond elfeet on Ih. dol. of Ihi.
ctrtillut.: ond I do fllrth" ...rtlly thot Ih. VI...I'",ident who .,eellt.d th. "Id I'ower 01 Attorn.y w.. on. olth. additional VIM'
1'",ld.nl. 'f1"Ci.lly ollthorl,..d hy th. 1I0.rd of Dlrl'Ctors to .ppoint .ny Attorn.y.ln....c' "provided In Artlcl. VI, Section 2, of
th. lIy.Low. of th. .'IIlEI,ll'Y ANIl J)EPOSIT COMPANY 01' MAIIVJ.AND,
This Cmlli.ot. moy he .iKIIM by f...imllo IInder .nd by olllhorlty nf Ih. followlnK "80III,lon of ,he Boord 01 Dir.ctors o'lh.
Flln:l.ITY ANIl m:I'OSI'I' COMI'ANY (W MAIlYJ.ANIl ot a n,...tlnK dilly .oll,'d and h.ld on tho 161h doy of Jllly, 1%9,
IlESOI.vJ:Il: "Th81 th. ',,'simll. or ml'Chsnl'Ally ..pn,III...1 ,lllIIotllr. 0' ony A..i.tonl S....rrt.ry o/'h. Cnmpony, "h.lh.. mod.
hmtolo," or hores/I", wh.rev.. app".rlnK upon 0 ...1111.d ('('I'Y 01 .ny pow" 0' attorn.y I,,"ed by th. Compony, shall he valid
onel blncllnK IIpon th. Com pony with Ih. ..m. /0". Ollel I'lfl'Ct .. thouKh n'onllolly olll,ed,"
IN ll:STIMONY WHEIlEIW, J hovI' hmllntn ,uh..rlhed my nom. .ncl.IlI,," t1.. ""rpor.l. ....1 o/th. said Company, thl....11Jlll
day nl.--1l.1!Y_____. IQ..!l2,
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NOTICE TO CONTRACTORS
CALL FOR BIDS
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OWL CREEK BRIDGE REPLACEMENT, C.R.O. 719
(FEDERAL AID PROJECT NO. BROS. 2016 (7))
THIS CONTRACT CONTAINS DB OR MBE AND/OR WBE GOALS.
Notice is hereby given that the Board of County Commissioners of Jefferson
County, State of Washington, will receive sealed bids up until the hour of
10:30 a.m., Monday, May 22, 1989 at the office of the County commissioners,
Courthouse, Port Townsend, Washington, 98368, and will be then and there
opened and read publicly for construction of improvements to 0.04 miles of
Maple Creek Road, county Road No. 135109, 0.03 miles of Owl Creek Road,
County Road No. 137909, C.R.O. 719, in Jefferson county, by replacing
existing log bridge with a permanent 20-foot wide, single lane concrete
bridge and constructing single lane approaches including grading, drainage,
and vario~s other work as described in the contract documents.
Major items of work will be, clearing and grubbing, removing existing
bridge, grading, draining, installing and removing detours and detour
structures, surfacing, constructing 1 precast prestressed concrete slab
bridge, installing beam guard rail and guard rail anchors type 1, light
loose rip rap, flexible guide posts, permanent signing, erosion control,
and planting.
Bids shall be submitted in accordance with informational copies of the maps,
plans and specifications on file at the office of the Director of Public
Works, Courthouse, Port Townsend, Washington, where copies may be obtained
by depositing $25.00. The deposit will be refunded if the plans and
specifications are returned in good condition within 10 days of bid opening.
Each bid shall be accompanied by a surety bond, po~tal money order, cash,
cashiers check or certified check payable to the Treasurer of Jefferson
county in the sum of 5% of the bid amount, to be forfeited to Jefferson
County by the successful bidder if he fails to enter into a contract and
file an acceptable surety bond in the amount of 100% of the contract price
within ten (10) days of the award. The board of County Commissioners
reserves the right to reject any and all bids, and to accept the bid deemed
most advantageous to Jefferson county and to waive all informalities in the
bidding.
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Jefferson County in accordance with Title VI of the civil Rights "ct of
1964, 78 stat. 252, 42 U.S.C. 2000d to 2000-4 and Title 49, Code of Federal
Regulations, Department of Transportation, subtitle ", Office of the
Secretary, Part, 21, non-discrImination in Federally assisted programs of
the Department of Transportation issued pursuant to such "ct, hereby
notifies all bidders that it will affirmatively insure that in any contract
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entered into pursuant to this advertisement, minority business enterprises
will be afforded full opportunity to submit bids in response to this
invitation and will not be discriminated against on the grounds of race,
color or national origin in consideration for an award.
Oated this ~day of
'?It fMJ
, 1989.
BOARD OF JEFFERSON COUNTY COMMISSIONERS
4~", (/_;fLMA'-"-
George ~ Brown, Chairman
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Owl Creek Bridge Replacement
Maple Creek Road #135109 (penn file)
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CONTRACT NO, .,...,CJZD..7/.9.,...:.,... /2r(.,(:::~"..?:,,(2..!..k!,C?)
CONTRACT TIrLE ,~?,~;Y(,};'I.r}; j':~~:.d2i:::.C...../;/(,>.:.:..ik (!;~
PILE BOOK NO,
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CONDENSED PILE DRIVING HISTORY
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CONDENSED PILE DRIVING HISTORY
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INSTRUCTIONS
1. Record no more than one pile per page, Use additional
pages if necessary.
2, Fill in entire heading,
3, Jet or Drll1: Cross out word that does not apply, Record
beginning and ending tip elevation of jetting or drilling,
also elevations of abnormal conditions,
4, "C" represents chamber reading for Link Belt Hammer or
other type of hammer Information necessary to calculate
bearing,
5, Blows per foot: While drivin~ is easy, record number of
blows per foot at Intervals, From the time hard driving
starts, record blows for each foot until the required bearing
Is attained and the driving secured,
6, Time: Record starting and stopping time for separate op-
erations,
7. Remark Column: Record any unusual conditions encount-
ered such as; hit submerged object, penetrated through
hard strata, broke pile, reason for pile misalignment, etc,
0, Pile Inspector shall Initial eaeh page used.
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