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RESOLUTION NO.
86-80
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COUl-lTY ROAD PROJECT ,NO. :lli-
RF.FO~ THE 'BOARD OF JEFFERSON COUNTY CO~~lISSIONERS OF.JEFFERSON COUNTY, WASHINGTON.
In the matter of ,initiating ,8 county road project designated ,as C.R.P.
It is J:I_~;:eby resolved that the Clearwater 'l!Dad.~U!ltv 'Road'No. '204
State Road Log "lG7!iO ' from Hilepoint -to Milepoint
be improved .as follows:
,Location eng1DMrlng,forQ_t:e 'lliver 'B:1clge
'It is . further 'resolved"that .an appropdat::'on from the,~fficially,adopted 'road ,fund
budget .and ,based on the county engineer's estimate is hereby.made in ,the 'amounts
and for the purpose shown:
PURPOSE A~IOUNT OF APPROPRIATION
Engineerj,ng ($~O.OO..GC'Ft8dera1 MeV '$25,000.00
Right of Way'Acquisition
Sub
Construction:
Total
Contract 0
County Forces 0
'$25,oon:oo
,1
Total
925:001I100
O Thisproj ect is included :I,n the officially adopted ,annual 'rond program
as Item II
~The project is. hereby m"de a 'part of ,the officially .adopted.annual.:road
"Pprogram,in accordance with RCW36;Bl.l30.
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, lt is furthel:resolved that:
~The conatruction is to be accomplished by contract.in .accordance with
R.C.W. 36.77.020 st. seq.
OThe construction is to be accomplished by county forces ,in accordance
wi'h a.c... 3'.77/060li~C 136-18.
Adopted this t2 I;d- doy of , J ~ to
BOARD OFJEF~ERSON 'COUNT~ COMMISSIONERS
SEAL
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ember
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ATTEST:
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RES.OLUUON NO ~_Q:Ol_-:.!g___
.COUNTY.ROAD PRO;JECT ND..4.86
.L'lEFDRE THE :B.OARrl .OF .CDUNTY.C.OMM.I.SS.I.ONERS1JF ..JEFF.ERSON :COUNTY., WASHINGTON:
In .the mo-t:t.f.?rof.in.it.i~t.ing'o. .-colJnty.r.oocl pr.o,jel:t ,de.s.ign'o.t.ed .as C. R.F'..
486; .it. 'jshp-r'ebY 'r.e.s.o.lved that '.CLEARWATER ROAD ., ':Co1JntyRoodNo. 204,
St.'3'Le .Log N.D. ,.l07.50 .fr.o/TI MiIep.os:\:..O .4.0 .toM.i.lepost ..0..9.8 cb.e;ililp rov.ed
-,15 -'P.ol,low.s-::
.CONSTRUCT .NEW. :BRIDG.E APPRDACHESACROSS .THE QUEET.S T~1.V.ER
It is 'Tl.1r,th.er .r,eso.lv.ed :t.h!3t :Qn!3pprop'r,ia1..ion .f"ro/ll1.h~of'Ti.:.C:i.al:1Y.n.dop,te.ci
'ro'3df'lJn:d :.b!.l.d.get and ,b.!3s.ed.on .-the ,CO!JotY:Eng.in.eer's .e,sJ,:i'ooa1..e ,is 'h.ereby
1l1'3d.e .in.th.E! am.o'l.lnt.s .o.nd f.or'.t.h.e .pl.lr.p.o.s.e ~h.own.:
PURPOSE
AM.DUNT .OF APPROPR.It'oTI.ON
:Eogine.el'.ing .26:2 ,:00.0.00
(25 .000,.00P'r.ev.)
.Righ'~ ..of'Wi.ly. 'ACil'..lis.i-t,ion ::28,.000.00
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.BUIlT.OTt'lL': :290,000.00,
(,25,00.0.:0.0 'P:r:ev..:)
Ccnst'r!JF1:.ion: .Cont'rac,t
D':1Y .Labor < )-
<x> .-4,.600,..0'00.,00
(,3,9,12,000,00 Fed, .Aid )
,TOTAL:
, -4,'890,000,.:00
(,25 "OO.O..'OeP'rev oJ
Of'f'.i.l:i Q 11 yad opted.1 <7.82 "road p I'Og1'o.l1I
Po.rtof"~he Qf'fj.l:i':1l".ly:odopt.ed o.nnuo11
'36..81 d30.
<x> Th.is pI'o.ject ,1$ :inl:l'J:de.rJin :.t.h.e
'JS .I'\:..em'", .103. .
<)- This :pI'o,jec:t. ',i.$ 'hereby 'l1Iad.!?a
rOI:1d 'progrQI1.in Ql:.cor.do.nce.~lith RCW
IT IS FURTHER . RESOLVEDTHt'lT::
<X>- The c:onstruction i$tobl~ ,),ccol1lpl.ished .by .cont.ract.in o.ccor_dance ..wi,th
RCW36.77.020 et. .eq~
< >- Thecons'LI'l.lction .t.ste .be QCCol1.p.l.ished :by .count.y f'ol'.c:es :i.n Qccordcnce
Id'~h Flew 36.77-.060 'JndWtIC lJ-l~, '
(\d(Jp'~(~dthis _/3.~':1Y'Of' .~t:.1982;'
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:BOARD OF ,COUNTY .COMMISSIONER
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11~:i:~~.
:X-:~, 0 ~11l~ARA ,MEMBER
~'f/l.lle.tJ.j1~._____
. CARROLL.M . MERCld;~' MEMRER
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COUMT.l .oF AJUI'USOM
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Jli:SOL~rJ:Oii JlO.. 4 1- 89
.amJllj)tlf'_g ,;/ ,Bov,1JIJ.ns& .a~~)' ~
pr~Jeg~d.A1~~8daa A
. CR0486.. ;I
~T ~S :HE!lEJ31 .Bf:SOJ.V,ED ,Jollat 'The OueetsRiverBr'idl?eNo. 08W
on ;theC~ear.wa,ter ,Rd.. ,
'.Rgad :Lo.SJilo....2.E7.509 ,
:~rgll :K.P,. 0.40 :too !".p".~ ,AAG 1aUxaaXllXXXXXXXX&'U.~~XXXXXXX :btl
J.llprove" :ail :t'oJ:lol'uu
,Const:ruc:t ,new :br:idge ,anda,pp.ro.aches
:IT :I:S :F.1lRTHER "RESO.LVEI) :tnat an .illp-pr-'lpJ'J.aUgn1:r.oll :tha
'l:lt':t:1.Cl1a~~,)' .a.doP,r.ed ;"-'lad ;t'Jolnd :ilwa.e~ .and Jla.ed .Q11 :ton. -'lO.&.lI1.t,)'
,ens1nellr · :....1;1_10..1. .beJ'e~, 'lll8de J.n Jibo ;aaglolRt.. .ao.s1 :1.'~r Jibe
jUlr,po_ Abolllna
PURPOSE ,PREVIOUS APPROPllIAl"IOHPRESENT A'PPROP;RIATION
;En,&1IuterJ.11i .$262.000.00($209.600.00 ,Fed .Aid) $495 ,920. 00 ($396 ,736.00 'Fed.. .Aid)
;Bl.sbt ;ci '}lay
.l,QQ....1:aJ.:tJ.GIl ,$.28 ,000.00 ($22,400.00 'Fed. Aid) $ :25,:200.00 ($20 ,J6.0..00Fed.. .Aid)
:Sllp..;,TG.ta:l '$29Q., 000. 00($232,000.00 'Fed.. ~Aifl)$521 .1:29.00 ($41-6 .~96..00 'Fed,. Aid)
.con.a.t1'J.lC'$J.:eAI :$4',600.000. 00 (~$3 ,912,000.00 ,$ ;4,795.000. 00 (~3 ;'836....000 .00 TF.ed. ,Aid) .
'XCOAt.r"&o1; :F.ell. ,Aid)
=COIlSl~J' Jl:~r.g..
',TD%.\1. '$4..890 000.00(S3 912 000.00 ,$5:316.120. 00(S4 .-252 .896 .00 ,",~ed,. .Aid)
'Fed.. ,Aid)
,..b1'ilJ..., ,pr.Q,Jac.t;1>> .!Dc~J.u'h,,1 :111 ;tho ,cttJ.g1al']" ,adop,tedanDua'l r.Oad
,pr,o,&r... all :1~ ;JIG.U8';) ".
.-:1'l'I.e J)f',~;jec:t ..1;8 :her..eby JIlalia ;,a .:par.t .Qt :tbe ,ot.tJ.:e1aU:y .illd~p;ted
;annual :J'.Qad :pr.Q~".&II :!!l,&Cgor.!laQoe MJ;.tb Jl. C...W.. ;36,.a1.. '1;30"
;11' ~S :i1JRl.'JiiR ltf:SOLVi:D i'Jl&t.1
2T.be .Qonat1'.&.Ict:1on :1;a:to :be ;agcolllp.Ual'llild ,by ;Qontr.ac.t .1n ,a.<Cjlor,d-
;aooo ,,.1'tb :a.C..IrI. ;36.11..:020 ,ot. '-4.
_'The ,con:strJolc.t:1on :1s :to :be ;ac,Clolllpl11Jbed :by;county ::t':el'.cea l'n
;-aooor.cuuaoe '411:th .;a.C,.III. ;36":1.1,.1)60.aDG M.A.C.. '.136..18.
:P.I.SSED :.UIDADOP,1'ED ',TJiI~ /.5.... -::Y.!:!.- ~'DI;X ;tW ~o.' . If?' 9' ..
lilOJoaD :OF .oJUEEBSOM ;COLWt .COMKISSIO!lEBS
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,Rot ,CONSTRUCTION AGREfMENT
-No
.81!~~~N
:DEPARTMENT OF ,HI.GHWAY$,JEFFJ:RSON .cOUNTY, WASHINGTDN
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.i10HNSTEVEN1lliDlmWS , PROPJ:RTYOWNER
DatE> Project CRP4ti Quee:ts xt-ver Bridqe Rep:J.acement
Co.Rd.:No.~J.1l7509 (2D6~ Section M.P.. O~.4D -to M.P. 0~98
Descripti\>fl Bridge ~.lacement :incJ.uding approaches
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'm.y -be ..upp1em~ :to the . written .terms of ~ rtghtaf.way .deed ,but shall not be in ,confLIct :therewith. :1t .dul!laJao serve
-tbel ,tntereata.of :'the -county..oIlDd .1.be_ 'PI~:ownera -.where :Donghtof way -docd Janecesaaty. :It is JnteDde(!:1o ,CCnH!!" :deta1l:5ot -con-
. . tierll -open "to"doubi :01' suacepUble' to - underataDd1n&'. .aDd ;00 .J1abWt,v :r&ar <obuaaUon .JlbaU 4':X1n .except ,aJ :8iat<KI .herein or .in "_tbe
',deed.) . ~ , ~ '. , _,..
. ~';; (.' ~. . f
'The :1I!Idl!iill8ned :hereby
des~:
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:1.. .Cp~' cagrees
'.tothe ,following conditions lor the construction of .the pl'Ojectnamed .and
.41-+.50..
o.,construct '8 road approach --to Anderson Property on
.e
. .t:!n....'. ...~ or :tItI'lIr i:iltl' ~"<:i1i't~g ~Q_Q at: frt:H;W.a-
apprC'Jaeb to :meet :1IJ.injJuwn ;county standard.
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P.oad
:2.. County ;agrees 1::0 regradeAndlllrsonresidentia'laDDroach as needed
.+t"\ 'meet ~hp: nlAW t!nn~+--".u,"+." nn 9'.....~~
(2) inches" :aBPha:J.t :-coneret:ewi-t.hin
.way ,and ,construction -permit.
~(;lnn"y 'to i!!'~lrof"""..ro'CI '~'.i:'t:b t"tIIO .
+.h.. l'im~''I:.!! of "f'..ha pro:J&lot right-nf'-
'3. County'agreesto reset .femae along right side of Clearwater Road
from .station .'38+.50 ::tto4~ ... ::t: ,i).ck to riQ'ht linewJ.thll8W fence
materia18 to :J!18et :ll\inimumJ8tand~ds for wire fence tvpe 2.
, ~ '
o 4. Countv agrees to do no more clearinQ 1:han milll~.mum nfllaessary l!llllP"l'oially
station .~S+.SO to 47+50 ad:lacent to Anderson re.eideJ1Cle.
.
s. Countv AQ'rees to vacate anY_.~1.ting or prior ~~ht-of-wey nut.f~.
ahelimit8 of the pro:leetrigh!'..-of-way.
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Quinaull Indian Nal~on
POSTOFfICE~OX189 0 "TAHOLAH, WASHINGTON 95581 CJ "TaEPHONEt206)278-8211'
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January 6, 1986
Mr. llruce Laur1.e
Jefferson County Department of Pub:J.ic Works
County Courthouse
~ort Townsend, Wsshington 98368
Time EXtr.n8~O~ - QTHPA ~o. 3~7
Bridge Construction and Remcva~, Queets River
Sect1.ons 29 and 32, Townsbip 24 ~ortb,
Range 12 West, Wil:J.amette Meridian
Dear Mr. Laurie~
As per your re~uest, we are extendi~g the aforementioned
Hydrau:J.ic Approva:J.'s beginning and comp:J.etion dates an additional
year and will. modify the dates of paragraph 24~B to correspond to
t.be year of ~988. The modifica.tions a.re .as .fo:J.lows:
Time L1~itat10ns:
Thia project may begin:
.Januar 1 1986
an~ be completed by:
December 31, 1988
.Paragraph 24-1'> sbal.l be modified to read:
11.
All work on removing the bridge from the 8tream course shall
be conduct~d dUTiug the period between .July 18 and AUBust J9,
1988. All project caused debr1.. ahall 'be removed fro.. within
the ordinary.bigb-water lIarks by Augullt19.
As was stated earlier, tbe iinal pe~mit will be iaaued to the
contractor, 'IlIithpoa81ble minor changes, after'l:becontractor ia
selected. Al.I other prov.isio'Gll of the orig1.nal allprova.l IIhall
remain in effect and tbia Tillie Extenllion .lIhall be considered par.t
of the Quinault Hydraulic P:oj4ct Allprov~l No. 311.
lf you have any questionll or C<lllllDen'l;a, pleaae feel free to
call or write.
Sincerely,
~Cp~
lIruce C. Jones
Poreat ~ractic.. Foreater
.' .
.
eCI Ma. Cheryl Bauera, WDT, Olympia
Hr. Randy John.on, WDF, Forks
RECEJVED
BCJ/dt
JAN' 19t16
.lEFFDdON COUNTY
IENOINDERS. OFFICI!
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POST OFFICE SOX 189 ::: T AHOLAH. WASHINGTON 98S87 U TELEPHONE (206) 276-821 1
PERMIT NO:
317
QUINAULT TRIBAL HYDRAULICS PROJECT APPROVAL
QUINAULT DEPARTMENT OF NATURAL RESOURCES
DATE:
November 29, 1934
CONTACT PHONE(S)
(206) 385-3505
LAST FIRST
Jeffernon County Department of Public Works
ADDRESS
County Courthouse
ZIP
98368
CITY
STATE
Washington
TRIBUTARY-TO
Port Townsend
STREAM OR LAKE
Queets River
LEGAL DESCRIPTION
Sec. 29 and 32, !24N, R12W,
THE LIMITATIONS: THIS PROJECT BEGINS
Januar 1, 1985
TYPE OF PROJECT
construction and removal
'fO BE COMPLETED BY
December 31 1987
This approval must be available on the job site at all times and its provisions
followed by the permittee and operator performing the work.
The person(s) to whom this approval is issued may be held liable for any loss of
or damage to fish life or habitat which results from failure to comply with the
provisions or intent of this approval. Failure to comply with the provisions of
this approval is punishable by monetary compensation for each violation.
The Department reserves the right to make additional restrictions or conditions
or revoke the approval if deemed necessary by the Department for the protection
of fish life, This Department cannot be held liable for any property damage
which might occur as a result of this project.
This approval is given to perform the requested project subject to the following
provi s iona:
1. Water quality shall not be degraded to the detriment of fiah life as a
result of this project.
2.
Siltation of streams ~hall be avoj~~d during all phases of the project,
Special measurers shall be taken to ensure that 8iltation does not occur.
If silted runoff i8 unavoidable at certain ~lases, then measures shall be
t.llken to treat the discharge before entry into the Queet8 River and Harlow
Creek.
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Permit No. 317
Page two.
3. At no time and under ao .:ircumstances shall there be a blockage to stream
flow or fish pa';""ge as a result of this project.
4. Debris from this project shall be disposed of by hauling it from the site or
destroying it using an agreed upon procedure. Agreement shall occur with
the Quinault Indian Nation Representative. No debris shall be carried away
by the river.
5. No petroleum products, raw or fresh concrete products, or other deleterious
material shall be allowed to fall, or be wasted into or otherwise enter
Quinault Tribal waters as a result of this project.
6. Any stream bank areas on which vegetative cover is distur~ed shall be
required to be replanted with trees, brush, or grasses before the completion
of the project.
7. No gravel or other fill material can 'be obtained from within the ntream bed,
including the floodplain, except as agreed on with the Quinault Indian
Nation Representative.
8. There shall. be no blasting associated with this project except by special
approval of the Quinault Indian Nation Representative.
9. All work conducted within the stream course shall be conducted between July
1 and September 15 of each year. This provision shall include any
excavation, filling, pile-driving, construction and removal of cofferdams
and shoring, pouring of pier footings, and dewatering operations.
10, Heavy equipment shall only be operated within the ordinary high-water marks
as specifically allowed by this permit. Any other uae of heavy equipment
within the ordinary high-water marks will need prior approval by the
Quinault Indian Nation Representative on a case by case basis.
11. Pier No.3 - Access:
Access to pier No. 3 can be accomplished by either of
temporary work bridge or by a system of wooden mats.
~rov\9iona addressing use of either method:
two methods; a
The following are
A. Temporary Work Bridge
1. The temporary work bridge const ructed during the fi rst summer of
construction shall not extend beyond 2/3 of the frae-flowing low
flow stream channel, ThiA bridge shall be constructed of driven
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Permit No. 317
Page three
piles; piles shall be removed from the river on or before
September 15.
2. The temporary work bridge constructed during the second summer of
construction can span the entire free flowing channel, provided a
minimum height of fiv~ (5) feet is maintained between the water
surface at low flow and the bottom of bridge stringers or cross
members. The bridge shall be constructed of driven piles; piles
shall be removed fro~ the river on or before September 15.
B.
Wood Mats
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1. Tne upper surface of the wood mats shall be kept above the level
of the river at all times.
2. At the end of each working day, the machine and mats chall be
removed from the river.
C.
Maintenance and Fueling of Project Equipment
1.
All fueling and maintenance of project equipment shall be
accomplished on land, above the high-water margins, no fueling or
maintenance shall nccur when located on the temporary work bridge
or wood mats.
12. The cofferdam for the center pier (No.3) can be left in place between the
first and second summers of construction. This material can be left, if
deemed necessary, to provide additional support and protection to the pier
during the first winter of construction. Actual construction of the center
pier shall not occur. between che period September 15 and July 1.
13. Cofferdams for piers 2 and 4 (those on the river's margins) shall be
constructed prior to September 15 of the first summer. These cofferdams and
associated falsework can be left in place during the winter inbetween the
first and second summers of construction. Concrete pouring and related
construction activities c~n procee~ on these piers after September 15
provided all other provis ions of th is permit are met.
14. Excavated gravel from within the cofferdams on piers 2, 3, and 4 shall not
be put back into the river course. The material shall be dilJposed of
outside the mean high water marks.
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shsll hsve a minimum curing time of seven (7) days prior to exposure to
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Page four
surface waters.
piers 2, 3, and
settlh.g basins
Representative.
The construction areas
4 shall be dewatered by
located on sites agreed
contained by the cofferdams for
pumping the contaminated water to
upon with the Quinault Indian Natiou
16.
Backfilling around each pier shall take place prior to the removal of coffer
dams. Material shall not be obtained from the river course.
17.
Shep-t piling which forms the ~offerdams shall be entirely removed from the
sub-strate at the completion of pier construction, provided they can be
removed with reasonable effort. If sheet; piles are unable to be removed,
then they shall be cut off one (1) foot below the finish ground line
elevation.
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18.
Sandbag berms may be used instead of sheet piling to form the cofferdams
around piers 2 and 4, provided they are above the normal water elevation as
shown in the plans and used only during the period between July' 1 and
September 15. The bags shall be constructed of burlap or other similar
material to,the approval of the Quinault Indian Nation Representative.
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19. The bed at the base of each pier shall be armored as necessary to prevent
scour. Armoring materials (heavy loose rip-rap) shall be clean and shall
not extend above the existing bed elevation.
20. All bank protection material shall be placed from the bank. There shall be
no dumping of bank protection material directly from a truck bed onto the
bank face, below normal water level at Pier No.5.
21. Bank protection material shall be clean and of sufficient size to prevent
its being washed away by high water or by wave action. Bank protection
material shall be placed between the period of July 1 and September 15.
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22. All cut slopes and fill slopes on the approsches to the bridge site shall be
structurally stable.
23. All cut slopes and fill slopes shllll be planted illllllediately after final
grading with brush and grasses typical of the vegetation in the general
vicinity of the project.
24.
Existing Bridge Demolition
A. The Quinault Indian Nation Representative shall be notified 48 hours in
advance of demolition of all critical elements of the bridge.
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Page five
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B. Allwork on removing the bridge from the stream cours~ shall be
conducted during the period between July 13 and August 15., 1987. All
project caused debris shall be removed from within the ordinary
high-water marks by August 15.
c. The removal of the existing bridge shall be accomplished with minimal
disturbance to the river's bed and banks.
D. The removal process shall occur with a minimum amount of conflict with
boat traffic on the river.
E. Heavy equipment shall only be operated within the ordinary high-water
marks ae specifically allowed by this permit. Any other use of heavy
equipment within the ordinary high-water marks will need prior approval
by the Quinault Indian Nation Representative on a case by case basis.
F. Debris from this project shall be disposed of by hauling it from the
site or destroying it using an agreed on procedure. Agreement shall
occur with the Quinault Indian Nation Representative. No debris shall
be carried away by the river.
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Approved by:
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RECEuVE[p
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ulnau n Ian a.lon
POST OFFICE BOX 189 DTAHOLAH,WASHINGTON98587 0 TELEPHO~~GO!\i COUNTY
EI\IGII'J:?:ERS OFFICE
PERMIT Kl:
282
QUINAULT TRIBAL HYDRAULICS PROJECT APPROVAL
QUlNAULl' DEPi\Rl'MEN'l' OF NATURAL RESOURCES
October 14, 1983
LAST FIRST
Jefferson County Departuent of Public Works
ADDRESS
County Courthouse
CITY
Port Townsend
STllliAM Ol~ LAKE
Queets River
I.EGAL DESaUPTION
Sec. 29 and 32, T24N, Rl2W,
THE LIMITATIONS: nns PROJECT BEGINS
Januar 1 1984
CONTACT PliJNE (S)
(206) 385-3505
,:
ZIP
98368
STATE
Washi~ton
TRIBUTARY-TO
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TYPE OF PROJECT
Brid e Construction
TO BE alMPLETED BY
December 31 1986
APPROVAL IS GIVEN TO PERFORM TIlE REQUESTED PROJECT SUBJECT 10 THE FOLJ.J:X.JING
PROVISIONS:
1. Water quality is not to be degr.aded to the detriment of fish life as a result
of this project,
2. Siltation of streams is to be avoided during all phases of the project.
Special measurers are to be taken to ensure that siltation does not occur. If.
silted runoff is unavoidable at certain phases, then measures are to be taken
to treat the dischar.ge before entry into the Queets River and Harlow Creek.
3. At no time and under no circumstances is there to be created a block to stream
flow or fish passage as a result of this project.
4. Debris from this project is to be disposed of ~ hauling it from the site or
destroying it using an agreed on procedure. Agreement is to occ:ur with the
Quinault Indian Nation representative. No debris shall be allowed to be
carried [May by the river.
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5. No petroleun products, raw or fresh concrete products, or other deleterious
material will be allowed to fall. or be wasted into or otherwise enter
Quinsult Tdbal waters as a result of this project.
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Page two.
6. Any stream bank areas on which vegetative cover is disturbed is required to be
replanted with trees, brush, or grasses before the coopletion of the project.
7. No gravel or other fill material can be obtained from within the stream bed,
including the floodplain, except as agreed on with the Quinau1t Indian Nation
representative.
8. There is to be no blasting associated with this project except by special
approval of the Quinau1t Indian Nation representative.
9. All work conducted ~lithin the stream course will be conducted between June 15
and September 15 of each year. This provision shall include any excavation,
filling, pi1e-driving, construction and removal of coffer dams and shoring,
pouring of pier footings, and dewatering operations.
10. Any use of heavy equipment directly within the stream course must be approved
on a case by case basis.
11. The temporary work bridge constructed during the first summer of construction
(1984) will not extend beyond 2/3 of the free-flowing low flow stream channel.
This bridge will be constructed of driven wooden piles; piles must be rellDved
from the river on or before September 15.
12. The temporary work bridge constructed during the second summer of construction
(1985) can span the entire free flowing channel, provided a minimum height of
five (5) feet is maintained between the water surface at Low flow and the
bottom of bridge stringers or cross members. The bridge will be constructed
of driven wooden piles; piles lIL1st be removed from the dver on or before
September 15.
13. TIle coffer dam for the center pier (no. 3) can be left in place between the
first and second sl..llJllers of constructions (winter of 1984-85). This material
can be left, if deemed necessary, to provide additional support and protection
to the pier during the first winter of construction. Actual construction of
the center pier can not occur between the period September 15 and June is.
14. Coffer dams for piers 2 and 4 (those on the river's margins) will be
constructed prior to September 15, 1984. These dllllll and associated falsework
can be left in place during the winter 1983-84. Concrete pouring and related
construction activities can proceed on these piers after September 15, 1984,
provided all other provisions of this permit are met.
15. Excavated gravel from within the coffer darro 00 piers 2, 3, and 4 is rot to be
put back into the river course. The material is to be disposed of outside the
mean high water mark.
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Page three
16. All fresh concrete will be completely isolated from the flowing stream and is
to have a minimum curing time of seven (7) days prior to exposure to surface
waters. The construction areas contained by the coffer dams for piers 2, 3,
and 4 will be dewatered by pumping the contaminated water to settling basins
located on sites agreed on with the Qui~3u1t Indian Nation representative.
17. BackfIlling around each pier is to take place prior to the removal of coffer
dams. Material is oot to be obtained from the river .course.
18. Sheet piling which fonn the coffer dams is to be entirely removed frunthe
sub- strate at the coop1etion of pier construction, provided they can be
removed with reasonable effort. If piles are unable to be rellXJved, then they
are to be cut off at the same elevation as the surr-ounding river bottOm.
19. The bed at the base of each pier is to be armored as necessary to prevent
scour. Armoringmateria1s are to be clean and can not extend above the
existing bed elevation.
20. All bank protection material is to be placed from the bank. There is to be no
dumping of bank protection material directly fr.om a truck bed onto the bank
face.
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21. Bank protection material is to be clean and of sufficient size to prevent its
being washed sway by high water or by wave action. ~ank pr.otection material
is to be placed between the period June IS-September 15.
22. All cut slopes and fill slopes on the approaches to the bridge site are to be
structurally stable.
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All cut slopes and fill slopes are to be planted illUlediately after final
grading with brush aoo grasses typical of the vegetation in the general
vicinity of the project.
Removal of the elCisting bridge struct',Jre is not covered by this permit. Its
removal will be required in the third aumnerof the project (l986), and will
be approved through separate written permit.
25. The Quinault Indian Nation r.eserves the r.ight to enact further provision"
under this permit, or to modifyexioting ones, if deemed n~eessary for the
protection of fish life and the associated fisheries.
23.
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August 26,1985
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Jefferson County
Depar.tmen t .of Public Works
Courthouse
Port Townsend, .Washington 98368
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Hydraulic Project Application, Dated ,July 29,1985,
Bridge Maintenance, Que..ts River-Pacific Ocesn,
SW 1/4, .Section 29, Township 24 'North, Range
12 West, .Jefferson County.WRIA 0-21.0016
The above-referenced ap(ilication addresses work wi thin the Quinault '::::ldian
Reservation. The .Quinault Tribe administer:: such projects through their
hydraulic permit system, and we hereby defer to .their jurisdiction on this
project. A Hydraulic Project Approval from this department is not
required; however, your work must comply wi.th the Quinault. Tribe's require-
ments,
Thank you for your cooperation.
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Bruce Jones-Quinault Tribe
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NATIONAL HISTORIC SHE
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Jefferson County
Department of Public Works
COURTHOUSE
PORT TOWNSEND. WASHING";ON 98368
TEL (206)385,3505
>QIl:Mk~ JfH(N'~kl:H&eJOR
December 2. 1985
,WashLngton State
Department of FLsherLes
General AdmLnLstratLon BuLldLng
OlympLa. WA 98504
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Attn: Mr. WLllLam R. WLlkeson
Subj: QueetsRLver BrLdge Replacement
Jefferson CountyBROS 2016(4)
Re: HydrauLLc PermLts
Dear Mr. WLlkeson:
The above ,name project has been delayed for appro>cLmately one (1)
year due to obtaLnLng rLght-of-way On IndLan and whLte owned land.
However. thLs hurdle has nOW been crossed. and the project wLll be
movtng ahead shortly.
Dur~ng the plans, specLfLcattons. and estLmate stage (PS&E) for the
new brtdge. ,we applLed and recetved a HydraulLc PermLt from your
department. However. Ln response to our applLcatton fOr a HydraulLc
PermLt thts summer to work Ln the rLver Ln order to clear the center
pLer of LoggLng debrLs. you wrote us a Letter dated Au~ust 26. 1985.
that the QuLnault TrLbe admtnLsters thts "rtver and that a hydraulLc
project approval Ls not needed from your department.
The new brLdge to replace the e>cLsti.ng one wLll be advertLsed January
4, 1986. SLnee you nOW vtew that the QuLnault TrLbe has jurLsdLc-
tLon Ln thLs rtver and Ln fact we do have theLr HydraulLc PermLt re-
quLrements whtch wtll be prLnted Ln the brLdge construct ton SpecLal
Provtstons. your Hydraul.Lc Permtt requLrements wLll be deleted from
the Brtdge SpecLfLcattons Lf we do not hear otherwLse from you by
December 16, 1985.
If you have any questLons Ln regard to thLs letter. please contact me
Or Gary Rowe. DLrector of PublLc Works.
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Yours truly.
E~~d~
Robert G. NesbLtt. P.E..L.S.
CO\Jnty EngLneor
oc: AlJ:>hal:!ngLneera. Ino,
CR0486
PWA02
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.( !(DRAULlC PROJECT ( ";':'1-0YB-4-008693.
APPROVAL
R.C.W. 75.20.100
o _~___ June 7. 1983
(Appli~1l1 ahould ,.1.( 10 t/ll. ~l. in ,II c:orr..pondence)
DEPARTMENT OF. FISHERIES
0....'.1 Admin. Bldg.
Olympia, W.ahlnglon 88504
III
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DEPARTMENT OF GAME
600 Capllo! W.V North
OIvmpg, Wahlnglon 118504
PAGE 1 OF-LPAGES
[!iJ CONTACT PHONE(S)
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GI LAST NAME
Jefferson Count
~ STREET OR AURAL. ROUTE
FIRST
Public Works De artment
385-3505
Count Courthouse Bui1din
C~ ~Are
ZIP
(I!j TYPE OF PROJECT
Bridge Construction
Port Townsend
(!!I STREAM OR LAKE
98366-
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Washin
ueets River
Ii!) QUARTER secnON SECTION RAt.JQE (E.W)
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TIME LIMITATIONS:
CQlJNTV
[]] THUf PROJECT MAY BEGIN
July 1, 1984
rn 1.NO BE COMPLEreO 8'(:
September 10, 1984
THIS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT ALL TIMES AND ITS PROVISIONS FOLLOWED BY THE PERMITTEE AND
OPERATOR PERFORMING THE WORK.
The pereon(e) to whom this approval is issued may be hsld liable lor any loas of or damage to fleh lifo or habitat which reaulte. from
failure to comply with the provialoRlJ or Intent of this approval. Failure to comply with the provislona of this approval la a groes mlade.
meanor punishable by fino and/or Imprlaonment.
The Departmenta of Floherle8 and Game reeerve thE' right to make additional restrictlona or condltlona or revoke the epproval If deemed
nece..ary by the department. for the protection of fish lite. Theae departments cannot be held liable for any property damage which
might occur a8 8 result of 1hle project.
This approval pertains only to the provlelona of the Fisheries and Game Codaa. AddltWlonel authorization from other public .gencletl m.y
be neceaaor)' for thie prol6ct.
Note: This approval addresses only that portion of the project conducted within the
ordinary high water zone of the stream.
1. All streambed excavation activity and use of concrete products shall be isolated
from the flowing stream by a cofferdam. This cofferdam shall prevent the exchange
of water between the construction site and the flowing stream.
2. All effluent to be discharged from the cofferdam shall be pumped into a location
precluding its entry into the Queets or Clearwater Rivers.
3. No sediment or leachate laden discharge shall be allowed to enter the stream.
4. All bank protection materials shall consist of clean I'ock.
5. No deleterious material shall be d'fsposed of in the stream.
SEPAl NEPA has been complied with.
cc: Randy Johnson Jim Tuggle
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OEPARTIIle-nT OF FJ8H:!RI1!8 DI!PARTUI!NT OF Gt\M1!
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Tnis Hydl-aulics Project .e.pPl.oval has been t,-anscribed f,.on' our centralized
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dictation system. It I'las telephoned in fl-om a field investi~,at!:>r to
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IOHNSPELlMAN
Governor
WILLIAM R. WILKERSON
Director
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STATE OF WASHINGTON
DEPARTMENT OF FISHERIES
November I, 1984
(206) 753-6600 . (SCAN) 234-6600
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115 General Administration Building. Olympia, Washington 98504 .
Jefferson County Public Works Department
County Courthouse Building
Port Townsend, Washington 98368
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Gentlemen:
Renewal-Bridge Construction, Queets River-
Pacific Ocean, SW 1/4, Section 29, Township
24 Nor.th,Range 12 West, i'.1 Jefferson
County, WRIA D-2l.00l6
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Your varbal request of October 18, 1984 for a renewal on the above-referenced
Hydraulic Project Approval, issued on July 7., 1983, has been reviewed and
approved with the following time limitations:
Time Limitations: Immediately to September 10, 1986.
NOTE: Work to be conducted within the ordinary
high water 'zone of the stream shall beaccom-
pliahcd during the period July 1 to September 10
only.
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All other provisions of the original approval shall remain in effect and
this renewal shall be attached to the original alld on the job site at all
times.
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William R. Wilkerson !tit
Director
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cc: Alpha Engineers
Johnaon
Tuggle
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NOV .. 5 1(l81;
Ji:.FFEI~SON' COUi\rr':
ENGINEERS OFFle,,,,
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WllUAM R. WilKERSON
Director
JOHN SPELLMAN
Governcr
STATE OF WASHINGTON
DEPARTMENT OF FISHERIES
115 General Administration Building 0 Olympia, Washington 9B51J.1 . (206) 753-6600 . (SCAN) 234-6600
November 19, 1984
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Jefferson County
Department of Public Works
County Courthouse
Port Townsend, Washington 98368
Gentlemen:
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'Time Extension, 8ridge Construction, Queets River
SW 1/4, Section 29, Township 24 North, Range 12
West, in Jefferson County, PN 071-0YB-4-008693
WRIA 0-21.0016
We have reviewed your verbal request for a time extension through 1987 of
the above-referenced Hydraulic Project Approval (HPAl, issued on
July 7, 1983 and renewed on November 1, 1984, and your additona1 request to
modify the summer instream work timing window to allow work to start
June 15 and end September 15 of each contract year as is tile case for the
Quinau1t Tribal \iPA.
We discussed your request with the Department of Game and the Quinau1t
Tribe and the consensus is the .lu1y 1 to September 15 work window would be
more appropriate. Steel head trout spawn downstream in the vicinity of the
bridge into June and incubating eggs are within the streambed into July.
The work you proposed within the stream could adversely affect the incuba-
tion success of those eggs. Therefore, the time limitations shall read ,as
follows:
Time Limitations: Immediately to December 3l, 1987.
NOTE: Work to be conducted within the ordinary high water
mark of the stream shall be accomplished during the
period July 1 to September 15 of each year.
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November 19. 1984
Page 2
This time extension shall be attached to the original approval and all
other provisions of the .original shall remain in effect. In addition. this
project ,shall be conducted according to the provisions of the Quinault
Tribal HPA.
Sincerely.
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Wi 11 i am R. Wi 1 kerson
Director
cc: Keller
Johnson
Tuggle
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STATE OF
WASHINGTON
DEPARTMENT OF TRANSPORTA
Highway Adrnioiatretion Building, Oiymp~. Washington 98504
Dixy Lee Ray
Governor
June 2, ,1980
Mr. Milt Sanstrom
Director of Public Works
Jefferson County
County Courthouse
Port Townsend, Washington 98368
Jefferson County
Queets River Bridge
BROS-2016(4)
FUND AUTHORIZATION
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Dear Mr. Sanstrom:
We have receiyed Federal Highway Administration fund authori~ation,
effective May 28, 1980, for this project as follows:
llill TOTAL
Pre~iminary Engineering $25,000
FEDERAL SHARE
$20,000
In addition, the following are approved and/or concurred in:
1. Categorical Exclusion concurrence.
The remaining Preliminary Engineering funds of this project will
be considered for funding in Fiscal 1981, starting in October 1980,
providing funds are available.
Upon receipt of your certification of Right~of-Way. ~otification
that the project is ready for advertisement and receipt of a supple-
ment to the Ci ty/County Agreement whi ch i nc1 udes constructi on funds.
the construction portion of this project will be considered for
future funding provided funding is available.
Authorizatio" of construction funds must be received from theWSDOT
prior to project advertisement for local ad and award projects.
A construction contract number must be obtained from tl1eWSDOT prior
to project advertisement for local ad and award projects.
Project Federal-Aid construction costs will not be reimbursed until
a contract number is assigned and a contract awarded.
Your City/County Agreement must be supplemented and the supplement
executed by the WSDOT if the contract amount is higher than shown
on the latest executed agreement. All costs beyond those in the
RECEIVED
JUN I~ - 1980
JEFFERSON COUNTY
ENGINEEr~.;.i UI;i;f(,;~
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J.une 2, 19.80
Page 2
Jefferson County
Queets River Bridge
BROS-20l6(4)
FUND AUTHORIZAiION
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Tatcstexecuted .agreementarethe .sole responsibility of th'l:'! .Local
Agency.
You may proceed ,with -theadmini stra ti on of (,thi soroject i naccor.-
dance with your zappr.uved .Cer_tifi.cation Acceptanceagr'eement.
.Si ncerely,
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Art Smelser
D. Norquist
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DEPARTMENT OF TRANSPORTATION
Highway Administration BuDding, Olympia. WMhington 98504
STATE OF
WASHINGTON
. (ENG1NEER
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CONST, E~.~~~E~~___,__
OFr\CE ENGINEER
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Dixy Lee Ray
Governor
September 3, 1980
Mr. Milt Sanstrom
Director of ~ublic Works
Jeffer.son County
County Courthouse
Port 'Townsend, Washington 98368
Jeffer.son County
Queets'RiverBridge
BROS-20l6(4)
fUND AUTHORIZATION
Dear Mr. Sanstrom:
The Federal Highway Administration has increased your Preliminary
Engi neering 'fundauthor1:zation of May.28, 1980. 'to a total of
$186,600.00 ($149,280.00 Federal share) .
Attached for your informationa.nd 'file isa fully executed copy
of City/County Agreement GC-6'i18 for the sUbject project between
the State and your local agency.
Sincerely,
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cc: D. Norquist ~/attachment
Art Smelser w/attachment
RECEIVED
SEP51980
JEFFERSO
ENGINEE"",NS.C.OUNTV
"' OFFICE
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AGENCY
JEFFERSON COUNTY
WASHINGTON STATE
DEPARTMENT OFTRANSPORTATJON
AGREEMENT NUMBER GC 61 .1 8
CITY ICOUNTY AGREEMENT
DATE
2-28-80
The Local ARency havinR complied, or hereby agreeing to comply, with the terms and conditions set forth in (1)Titie 23, U.S.
Code Highways, (2) the regulations issued pursuant thereto, (3) the pOlicies and procedures promulgated by the Washington
State Department of Transportation and, (4) the Federal-aid Project Agreement entered into between the State and Federal
Government, relative to the above proiect, the Washington State Department of Transportation will authorize the Local Agency
to proceed on the project by a separate notification, Federal funds which are to be obligated for the project may not exceed
the amount shown herein, without written authority by the State, subject to the approval of the Federal Highway Administrator.
The balance of the total project cost shall be the obligation of the.Local Agency.
PROJECT DESCRIPTION
Name
Queets River Bridge
00.16
.Length
Termini
M.l'. 00.56 to M.P. 00.72
Description of Work
Construct new bridge across the Queets
River on the Clearwater Road, County
Road N<:>. .206, State Road Log No. 10750.
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H........ P
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O'HWA RW
A ,Oale
FrlWA n!iSH
Aoor. Dele
ESTIMATE OF FUNOING
(2)
Estimated
Agenr.:y Funds
P.E... Agency Work ............,.,..... ......,.. R..,
b. St.te Services.........,. ......,.. ..... .11.l?g...
~: ~~~:Ir ~r~'I;';': ~~~:'C~~;~'& '~~;i;';~t~ "j~i 320'" 149 280
Rlght.ol-W.y e. Agency Work ...,........ ..,.., ..... Q...,.. .....,...P. .,. ....:. '.. ..0...,
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...........p.,.,... .........0,.., ...........0....
000
:: ~~~:; C~~~;;~~;I;~ C~~;.~~;I;,;~;~.~ ........... 0'" ,.. ....... "C)'" ......... ..0....
p, Wl&'}E ifST ESTIMATE OF TH.E 186,600 37,320 149,280
The Fed.r.I..ld participation r.te In this proi.ct will be determined by ti ':, fader.1 Governm.nt. The p.rtles expect th.t It will be
~ %; however. It Is understood th.1 the r.te may v.ry, The Locel,.,:." ley .gr.... th.t this .greementls enter.d without relying
upon .ny represent.tlon by the Stsle mede outside of this contr.ct, or contalnad her.ln, .s to what the F.deral p.rtlclpatlon r.te will
b.. It lurther agrees thst It will not condition eny luture ectlons wllh respect to the project cover<>d by this sgrooment upon p.st,
current, or future r.presentstlons ss to the Fadersl psrllclpstlon r.lo, The dollsr .mount of Feder.1 p.rtlclp.tlon cannot exceed the
.mount shown In column (3). Costs exceeding lI,e Federslly lund'ld portion 01 this agreement will be provld.d by tho Local A~~ncy,
CONSTRUCTION METHOD OF FINANCING
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Work Order
Accounting
Plan
TVPE O~ WORK
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f. State Services............,.......
g. Other '...........................
h, Total RIW Cost Estimste
Conatructlon I, Contract ............,..
Engineering J i. Agency Porce ..
__% l k. Stale Force ....
I, Audit ...........................
m..Other ............,..............
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STATE AD & AWARD
METHOD A
METHOD B _
(Check Method Selected)
Advanca Paymant . Agency Shire 01 Total Conllruction eost (ailed on Contrect Award) .,.,..".. (
Withhold From GII Tax the Aglncy'a Shire of Total Conltructlon Cost (line 0.. co~2)
In tho amount of $ . a' $ __ per month for _ monthl ..,.."."."",. (
LOCAL FORCE OR LOCAL AD & AWARD
METHOD C Agency COlt Incurred with Psrtlll Rohnbu..emant ,..............,......,......................... (
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The Local IIQoncy further atlpulates that purauant to said Tille 23, regulall"n. end poHc'es end procedures. and as a condition
to payment 0' the Fadaral fund. obllgated,lt accopt. end will comply with the eppllcablo provisions ael forth on the reverie
hereof, Adoptod by oftlclalllllllon on March 3 , 19 80 , Raaolullon/Ordlnanco No, ,
WASHINGTON STATE
~MENT OF T~RTATIDN
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I SCOPE OF WORK
The Agency aholl provide all t!";a work, labor, materials and aervlcea neces-
sary to perform the project which is described and se~ fanh in datall in the
"Project Description" and "Type of Work."
When the State acts for and on behalf of the Agency, the Stale shall be
deemed an agent of the Agency and shall perform the services described and
indicated in "Type of Work" on the face or this agreement, in accordance with
plans ,and epeclfications, as proposod by the Agency and approved by the
State and Federal Highway Administration.
When the state acts for the Age"cy but not subject to the right of control
lJy the Agency, the State shall havB the right to perform the work subject to the
ordin3ry procedures of the State and Federal Highway Administration.
II DELEGATION OF AUTHORITY
The State is acting to fulfill the responsibilities to the Federal Governme"t by
theadmlnlstralion of this project. The Agency agrees that the State shall hllvethe
tull authority to carry out this administration. The State shall review, process and
approlle documents required lor Federal.ald reimbursement In accordance with
Feeeral requirements. If the State advertises and awards the contract, the State
will further act tor the Aaencv in all matters concernina the Droiect. as reauested
by the Agency. If the Local Agency adllertises and awards the projeclthe Stdte
shall review .Jhe work to insure conformity with the approved plans and specili-
cations.
III PROJECT ADMINISTRATION
Certain types of work and services shaff be provided by the Stale on this
project as requested by the Agency and described in the ''Type of Work" above. In
addition, the State will furnish Qualified personnel for the supervision and
inspection of the work in progress. On local agency advertised and awarded
projects, the supeNision and inspectlon shall be limited to ensuring aU work is in
conformance with approved plans, specifications and Federal-aid requirements.
The salary of such engineer or other supervisor and all other salaries and costs
incurred by State forces upon the project will be considered a cost thereat. All
costs related to this project incurred by employees of the Stale in the customary
manner on highway payrolls and vouchers shall be charged as costs of the project.
IV AVAILABILITY OF RECORDS
All project records in support of all costs incurred and actual expenditures
kept by the Agency. are to be maintained in accordance. wlU" procedures
prescr;bed by the Division of Municipal Corporations of the StaleAtJditor"sOffice,
Ihl;1 U.S. . Department of Transportation and washingtorl Department of
Transportation. Tho records shall be onen to inspoction by the State and Federal
Government at all reasonable times and shall be rOlained and made available for
such inspecUon for a period at not less than three yoars from the final payment ot
any Federal-aid funds lu thtJ Agency, CopIes of said records shall be furnished to
lhe Stale a"d/or Federal Government upon request.
V COMPLIANCE WITH PROVISIONS
The Agency shall not Incur any Fedoral-ald participation cosls on any
classifll~l)tlon 01 work on this project unlil au1horized In writing by tM StatA tor
each cla5SifiCf'lion. Tho classifications of work for projects are:
1, PrelIminary Engineering up 10 and Including design approval
2, Preparation of Plans, Specificotlon:s, and Eetlmates
3. Right-of-Way Acquisition
4, Project Construction
In tho event thai Right-of. .,.ny f,cqulsltion for, or aclUl~1 construcUon of tho
road for which PrellTl)lnary En"J1neerlng Is undertaken Isnol started by lheclosmg
of Ihe filth fiscal year following the liscal yenr inwhlch lhoogreument iSdKecutod,
the Agency will repay 10 tho Slate the sum or sums of Federal funds paid to Ihe
Agoncy undor the lerms of this agreemont,
Tho Agency agrees Ihl'lt all stages of construction necessary to provldo lhe
initially planned completo facility, within the limits of this projoct, will conform 10
at loast the minimum values 60t by approved AASHTO doslgn standards
applicable to thla clan of highways, oven though such addlllono' worl( il tinnncod
without Federal-aId participation,
The Agency agreesth8t on Fod"r8!-ald hlllhw8V construcllon nrojocta the
current Federal-aid regulatiOnG whlch'apPly 10 Ilquldntfld damages rolallvo 10 lhe
basis of Fedotltl participation in the project COSI Ihall boappllCllblein tho event the
conlractor tails to completo Ihe contract within thO contrllcl tlrne.
VI PAYMENT "ND PARTIAL REIMBURSEMENT
Thnlol.1 co,t of tho projfltcl, including 811 rOlllow IInd ongineering COltl Bnd
olhor f1l(ponsos of thfl Slato, Is to bo paid by Ihe Agency and by the f'odnral
Governmonl. Fodoral fundmg shall be In accord wUh the Fodoral Hlghwav Act of
1968, Tltlo 23, United Stalel Code.
1, Preltmln.rv Inoln..rlno. Rtahl-or-WIV ACQulllllon .nd Audll eoll,
Tho ^noncy Will plly lor ^noncy Incurmucosll on tho prOlflcl, FollOWing Stich
pnym,mls. voucMn $hlllt be lubm,llf'ltJ 10 lhoStAtn in lho formnt pro"cTlbnd hy 1M
SlAW, In I,rp!lt;nlfl, not more lhlln ann pM monlh Hill SIIIlo will rnimburslJ Iho
^fJ"ncy 'or 'hI> Fo'dllfltl shn,.., 01 Iho "ClllOI dlmr.t And wlltlod Ir1dtroct prOjoct
costs "I tho lIpoci/tDd pro milt un 10 Iho "'mounl !Ihuwn 0" Iho fnr.o ollhll aorno,
mf'(',f
Tho S'dlo will pltV lor SUllo Incufwd Calls on Ihe pruJr-r.t Following pttymnnl
lho Stnlflllhftll bllllhn ^(Jf)ncy 'orltlo Aqoncy.s Ih/nllollho cost nnd ,hnU luhn1l1
htUm(l to Ill'" Fodlual Oovnrnmnnt lor tho FOtillrlll shltm "I lhn Ipoclllnd prO
r...111. II nloclflf1 for pnrllCtpnllon "nd mrflcl'llod undor 'FUNDINO" on lho fITal
page 0' IhlS ftyrnnmflnl
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2. Protect eon,ltud:lon CoeII
Pruject construction financing will be accompliShed by one of the three
methods as ind!C.:ltod on the first, page of tho agreement:
METHOD "A":
Tho Agency will place with the State, wilhln twenly (20) days after the
execulion at the construcUon contract an advance in tho amount of the Agef'!cy's
share of the total construction cost based on the contract award, The State will
notify the Agency of the ouet amount to be deposited with the State. The State
will payel! costs Incurred under tho contract upon presentation of progress
billings from the contractor. Following such payments, the State will submit
. a blffing to the Federal Government for the Federal.ald participation share of
the cost. Wh"n the project Is substantially completed and final actual costs of
the projecl can be determinecl the State wlll present the Agency with a final
blfling showing the amount due the State or the amount due the Agency. This
billing will be cleared by either a payment from the agency to the State or by a
retund from the State to the Agency.
METHOD "B";
The Agency's share 011he total construction cosl 8S shown on the face of this
agreement shall be withheld from Its monthly fuel tax allotments. The face 01 this
agreement establishes th~ months in which the withholding shall take place and
the exact amount 10 be withheld each month. The extent of withholding will be
confirmed by letter from the Stato at the time ot contract award. Upon receipt of
r-:'f'!gres$ blflin!;,s from the contractor, the State will submit such billings to the
Federal Government for payment of its participating portion of such billings.
METHOD "C":
The Agency may submit vouchers to the State in the furmat prescribed by the
State. in triplicate, not more than once per month, tor costs aclually incurred or
paid. The Stale will reimburse the Agency fortha Federal share of the aclual direct
and related indirect projecl costs al the specified pro rala up to the amount shown
on the face 01 this agreemenl. At the tima of requesting the Stale to audit the
project records, the Agency will be capable of documenling paymenl of all cosls
incurred on the proJect.
The Agency agrees that If payment of any of the State's billings relalive to the
project is not madeto the State within 45 days ahertheAgency has been billed, the
StoteshaU effect reimbursement of the total sum due from monthly fuel tax
aUotments which tho Agency is normally entitled to ~eceive from the Motol' Vehicle
Fund.
VII AUDIT OF FEDERAL AID PROJECT
The Agency, if servIces of a Consultant are required, shall be responsIble for
audit of the Consultant's rucords to determine elig'ble Federal-aid costs on the
project. The report of said audit shall be in the ARoncy's hIes and made available to
tho State and the Foderal Governmenl.
The StatalShall audit the Agency's rocords for eligible Fedoral-ald costs on the
project. "
If upon audit II is found that an overpayment. or participation of Federal
money in ir.eliglble Items 01 cost, hIlS occurred, the Agency sholl rOlmburst't tho
State upon demand for the amount ot such overpayment or I!IXCCSS par1icipation.
VIII TRAFFIC CONTROL, SIGNING, MARKING, & ROADWAY
MAINTENANCE
The Agency will not Pdrmit any ~~h8ngeli 10 bo made in tho provisions for
~arlclnD regulallons and traffic conlrol on this projecl without priorappro'/al olthe
Stale and Fodoral HlghwayAdmlnislraUon, Tho Agencywilf not install or permit 10
be Installod any signs. signals or markings nol in cor,formancewith thestand8rds
approved by tM Foderal Highway Administration and MUTCD. Tho Agency Will,
Rl Its own OKponso, maintaIn tho Improvement covered by this agreoment.
IX INDEMNITY
Tho Agency .t1I111 hold the Foderal Govolnment and the State Mrmloss from
lInd ahaff procoss and dotond at Its own OlCpOnlJO, nil claims., domands, nr IUlts
whether at IlIw or uquity brought agalnlU Iho Agcn..y. Slain or foderal
Governmenl, arlllno "om the Agoncy'. elC8cullon, performanco, or lailure to
pnrform any ollho pmvilllon\lof tl1il3grOftmBnt, or of any olhoragrftf'lmftnl or con-
lrnct connnctad with this agroomenl, or IHiling by realon of Itle parllclpnUon of
Ihe Stale or Fod.ral GO'lornmont In Iho projocl, PROVIDED. nothing horoln shall
roqUlre the A:;1oncy 10 reimburse tho Stlllttor Ihe Federal Qovltrnmont fordomagel
lUi'lng out of bOdily Injury 10 person I or damage 10 property cauled by or
r~."ltlng tram Ihe 1010 negligence of tho Fedoral Governmonl or 1hc Stalo.
No lIablllly Ihall attach to the Slalo or Feder,,1 Qovernment elCcept a,
olCprollly provided herein.
X NONDISCRIMINATION PROVISION
The Agency herobVlIgree. thalli will IncorporAle Of caute tobe Incorporllled
Inlo Hny oonlracl forr.onttrur,tlon work, or modification Ihereof, ., dellnod In 1M
rules and regulations oflhe80cr.laryof Llbor 814' OF" Ohapter40, which II paid
for In whol. or tn PArt wilh 'undl oblAlned 'rom lhO Fodoral Govommonl or
bG:"rowed Oil the credit 0' the Fedl'!'UIf Govl'lrnmnnl pUrI"lnl to a orlnl, contrllcl,
loan, In'uranc. or guaranll'e or unt4erl.ken purlu"nt to any Fedornl program
lnvolvlna .uch uranl, contract, loan, Insuranco or Qultrant.e, the follOWing oQual
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"OURINO THE PERFORMANCE OF THIS CONTRACT, 'THE COf\JTRACTOR
AGREeS AS FOllOWS;"
(a)' The contractor will not discriminate against any employee or applicant for
employment' bAcause of, race. 'color, religion, sex. or' national :origin. 'The
contractor will take affirmative acUon to ensure that applicants are employed and
that employees are treated during employment without regard to their race, color,
religion, sex or national origin. Such action shall include, ~ut not be limited tathe
following: ,employment, upgrading, demotion ,or' transfer; ,: recruitment ,or
recruitment advertising; layoHs or termination; rates of:pay or other forms of
compensation and selection dor tr::ining, including apprenticeship. 'The
contractor agrees to post in conspicuous *,C9S. available to employees and
applicants for employment, notices to be provided by thoAgoncy setting forth the
~rQ....lslc.i1S of this nooalscrimlniotio.-" Cic.ulM:I.
(b) 'The contractor will, in all solicitations or advertisements for employees
placed by or_ on behalf of the contractor, state that allqualified applicants will
receive consideration for employment without regard to race. color. religion.-SElx
or national origin.
(e) "The contractor will send to each labor union or rep:-esentative of workers
with ',which' he 'hn'1~a, collective : bargaining ,agreement or -other contract or
understanding,l' ':oticeto be provided by the Agency advising the said l:mor
union or ,workers' representative of.-the, contractor's commitments under this
section 11-2 and shall post copies of the notice In consplcious pieces available to
employees and applicants for. employment.
(d) 'Tho contractor will comply with all provisions of Exe<::utive Order 112460f
SePtember,. 2:4, t965', and 'oltha rules.' regulations and relevant orders of the
Secretary.of Labor.
(0) 'The contractor. will . furnish, all . information. and reports reqUired -by
Executive Oretar 112460f SePlember24, 1965and by the rules and regulaUonsamd
orders of the Secrelaryof Labor. or pursuant thereto and will permit access 10 his
bo:)ks. records and accounts.by .the'Federal Hlghway,Administratlon_and.the
Secretary of tabor for purposes of investige_tion to -ascertain, compliance with
,such rul9. rogulatlonsand orders.
(f) In -tho ,event :of .the-contractor's"noncompllance ;,wlth,;the 'non-
discrimination clauses of this contract or. with any of such rules. regulations or
orders, this contract may be canceled, terminated or sWl~nded In wholeor in part
and the contractor may be declared Ineligible for further Go-vemmentcontracts or
Federelly ..85slstedconstruction. contracts in ~accordance <wl1h:pruoedures
authorized in'Executive_ Ordar11246 ofSept8m~r:24,l965 and such other
sanctions may be Imposed and remedies invoked as provided in Executive Order
11248 of September 24, 1965 or-by rule, rec,ulation'or order of the Secretary of
Labor.. or as otherwise provided by law.
(g) The_conlractorwill Include the provisions of this MlCIlon 1 t-2 in overy
subcontract or purchaee order unl,"s exempted bV rules, regulations or orders of
the Secretary of Labor Issued pursuant to Section 204ofExecutiveOrderl 12460'
'September 24,' 1965 .so'lhat . such :provlslons_wlll "be'. binding .uponeach
subcontractor or vendor. The contractor will take such action wIth resDOct to any
subcontract or 'Purchase order as the Agency, WA'Depl.. of Trallsportation or
Federal -Highway -Admlnistraflon 'may :direct_ as, a means 'of enforcinp such
provlalons includIng sanctions for noncompllenco: P",~vlded. however; that In the
~nt a contractor.becorr.eslnvolved In, or Is-threatened.wlth lItlgation,wtth a
subcontract"r,' he mlly roquest the United Sbltes to ontor Into .uch litigation to
pratsc. the fnleresls 0' thllJ United' Stales.
-The Agency further agrees - that. It. will ' be' bound' by . the _ above. equal
opportunity' claUI8 .wlth respect..to it. 'own 'employment 'practlcos ..when it
particlpateain Fedenllly aNiared conltruclionwork: Provided, that ffthe .ppllcant
ao participating Isa Stateor local government;theabove.qualopportunltyC:auatt
I. 'not applicable to _.any ,.gency, Instrumentality_or .ubdlvl.'an ,or 'such
govemment ,which doc; nol p.;;nlctpate In, work on or .under the conlract.
The Agency alao agree.:
(1) To ,4..lsl and- cooperate _ actl~y .,wlth :the StaM In' Obtaining the
compliance 0' contractorland lubcontractorl wllh the equal oPpof1unlty cl(luae
and ruIn, regulal/on. .nd relevant orderl of the Secretary of Labor,
-
(2)To furnish -the State such information as It may require for the
supervision of such compliance and that it will otherwise auistthe State in the
discharge of Its.primary r8$ponsibllity for_:~uring compliance.
(3) -To refrain. from entering. into any contract or. contract . modification
subject .to ,ElcecutiveOrder 11246 of .September 24,1965 with, a contractor
'debarred from. or who has not demonstrated eligibility 'or.-Govemmentcontracts
and Federally assisted construction contracts pursuant to the executive Order.
(4)To carry out"such,ll3nctions:andpenalties for violation' of the equal
opportunity clause as may-be imposed .upon contractors end subcontractors
by the Stale. Federal: Highway -Administralion.or the S9cretary of. Labor pur-
suant toPsll II, subpart 0 of the~ExecuUveOrder.
In addition. the Age,llcy agrees that IUt'ails or refuses toeomply_wlth theso
undertakings,:the'Stat,r'may take .:;any "or ,all of the following actions:
(a) Cancel. terminate or "-.tspend "this agreement In whole - or in part:
(b) ~Refrain from extending any further assistance to the Agency under the
program with respect to which the ~allure or refusal. occurred. until. satisfactory
assurance-of future .compHance has~beel1 received from .the....Agency; and
(e) :Refer ,the_ease'to:the:Oepartmont of Justice for approprla\e,legal
proceedings.
XI~L1QUIDATED:DAMAGES
The Agency hereby agrees that the liquldatad damages provisions of 23 CFR
Part. 630.-Subpart . C. and Volume. 6. ...Chapter "3. . Section 1 of .the . FedEtral~ald
Highway~Program Manual. as supplemented. relative to Ihe amount of Federal
participation in the projectcost.Sha.1l be applicable in theevent the contractor fails
to complete the cClntract within the contract time. Failure to include liquidated
damages "provision ,will not 'rsllevethe agency from reduction of Federal
participation in accordance with this paragraph,
XII.l'UNDING'GROUPADJUSTMEMTS
"The-Agency agrees that the Feder-al~ld funds committed for Agencyworl.:
by .this . agreement' may: be transferred ',between, work. elements by SUPPle-
mental agreement. executed by an Agency official or staU member and Ihe Stale
Aid.Engineer.
JeIll'TERMINA,.ION.FOR'PUBLlCCONVENIENCE
-The:Secrotary,:Wa'hlngton State:Departmentof ~rranaportation may
termJnate1he contract tn whoJe.:orflomtlme to lime in part"whenever.
(1 ) 'The "requlalte~Federal' funding' becomes. unovaUabkJ tt'lrough-fallure
of,appropriatio~ or Q"J,erwlae.
(2) The contractor I. preventocl'from_proceedlnu wlth'lhe work.. a direct
resultof.an_Executlve'Order:ofthe-PresJdentwtth rospecUo the prooecutlon
of.war or in the Interest of naUonal defer'Qlt;'or.n ExecutJve.Orderof the Pres-
Ident :or GtWernor,of ,the State,wlth .1ltIIpec1 to.tho:pre1lervatlon :of .energy
resourc:ea;
(3)Tho contl1lctor I. prevented from'proceedlng ,with 'tha.work'by reuon
of. preliminary, speell' or permanent restraining order of I court of ;;:>>Mpeten\
. Jurlldlctlon where-the lauance of such order la primarily Cltuaedby the 6cts
or omlulons of pe...on8 or agene_ other than the cCl'ntractor; 'or
(4) "The Socretary determine. that luch termlnltlon ,. In the belt Interests
01 lhoSIIIle.
.XIV VENUE FORCl.AIMS AND/OR CAUBEOOFACTlCl'tl
For the convanlenoe of. the. partin to. thll contract,. it .1. aglWild that any
claim. an-d/or.caUICI' Of-8Ctlon.whlch'tha Local Agency has against the. State
or Waahlngton,..growlng.out of.thl..contnlct or"tll8. project ,wIth,whtch It'ls
conoemed,"ahall be brought only In the Superior Court for Thuraton'County.
'ADDITIONAL 'PROVISIONS
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WA(-i:ONSTATEDEPARTMENT' ~FTRANSPORT(' ';
. "FEDERAL-AID PROGRAM FORM "-
(PROJECT 'PROSf'ECTUS '!'age J)
IN . Jefferson COUNTY
PROJECT -TITLE
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:' "'UNIClML;'-':':';~\~,1;;
A~A,i6~Jfr--::\:~,,;-,~~{~
'REMARKS:'Rev.i.sedpn.ge ~, Iep~ac.i.ng
or.i.g.i.nal dated 2/27/80.
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c.ESCRIPTION OF PROPOSED WORK: ...;..construct a :ne~_r.i.dge 'and~E'.proaches across the Queets ltiver
on the Clearwater Road, .County Road No. 206, State 'Road Log NO. ~0750. . The new
orfdgewfrr-replace-an exist.i.ngsub-standard steel truSS bridge w.i.th impro\'ed---
~~~tical"and')1O~J:i.iintai----ar:!9iunent. - -------
WVIRONMENTAL IMPACT: This p,roject.i.s a. n~!L.!!I~~1;ion. Env.i.ro'!!ll~ll.t..l!-l 'Asse!1!!J11..!!!l.1;...J:lM____
1,)!3_e.!'!...E,C?!"..E!l!.1;e.fU!!IiL.~lJ,J.J1quirementB hJ!Y..e!?_El!m_!!!~!:.. ..... ___._ _____.
RIGHT OF WAY a RELOCATION:... __N~l:Lr,,j,ght:_Q,l;..JI'!l~,.,,,:l,J.:LI:l.fLDlgub:el.tw.1:th.Jlo...l:'e1l:l0I1t1Qn,. ._.....__.
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WATER,ARE^ IN.VllWEtoIENT' T~~re W1J.J. oe WAter ~eA 1IlVO~ement. QU1.nAUJ.tlnl11.An ~Sher1.eB__
~~,,~ ?ur:~~~_c::.:~_~ An1:1feir ,~~e..n-=~~ llel,:~ met. ...._____...___... .__
FEOERAL PRORRAM TITLE:._J:l1='id.9,o-B.!mJ.ll~n:t..9.i.t_.~. ._______.,.._
FE[lf;RAL AGENCV: ':'QllPlI.:l:,tmlmt:_~Ilt.i.pn ,- FedfllW..cH.t.ghWlI~...MIm;Ln18.t1:~___._.._
LOCAL AGENCY CONTACT PERSON: M. L. S!lnst;.[QDU,,~___ TITLE:.Jl.i.:r:aCl.tQL..n~OI:ka..
l'AILING ADDRESS:Jeffe~unty Cour~~e PHONE:~6=3.a.5::alitlS_
CITY: _2.'?E!_~.n"!ll.l!~_..._......, .2Ir' COllE:
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AGENCY. Jefferson County
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CONT. ~.
B
WA(....frON STATEDEPAR1MENT'"OF TRANSPORTA(.!
FEDERAL-AI D PROGRAM FORM -
IPROJECTPROSPECTUS Poge I)
IN 'Jefferson COUNTY DATE
9/2/82
PROJECT TITLE
'RIVER
B R ID G .E
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PROJECT 'TERMINI PROJECT I Ie R/U hi. AREA
~. ~ AREA P. CLR.
FROM I TO MILES C LEGIS, NO. O. HOUSE
I I I I I I II I I I I I I I I
M P 0&..4 0 1M 1l.J_l 0, O~91 81 -L 0 o ,5 8 6 "3 "3 :2 4 l6N 0:2
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TOTAL.
ESTIMATED COST
~A C.O
A D
A E
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"~14~~O 0
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:2 8 DO 0
co.".
~t~16,0 0 0 0 0 92
4\~~5 0 0 97
DESCRIPTION OF PROPOSEO WORK: ...:..c:.onatruc:t,a. ne~})ri.?~ and approaches across the Queets River
on the Clearwater Road, County Road No. .206, State Road .Log No. ~0750. 'The new
biidg;ewTflreplace an eJtistingsub-standard steel truss bridge with improved
~~~~~~roa:iid.~~1.Zonta1alignment. . -
ENVIRONMENTAL IMPACT:--,!,hi!l project .!s a, n'?.!L!!.Il!:l~ion. Environmenj;~l asBessment....h~s__, 0
b,el!oll.:ou.!'!P1:.~!;."_cl~'L~.~.;L,r.!'qui.r!3.!!lent.'Ula.o'!.e .1?ee!L!ll.e,t... .. _0.__'
RIGHT OF WAT a. RELOCATION:.. .,J~e!'1...;,:j..9!l.1;:_.Q.f_"l!l'y._wi;J.LJ:Je-1::!lgu1rluLwit"_no..reJ..o.c;:at1.lm., ._."
~RAREA IN.VPLVE"'ENT'. T~e,re WJ..1L_))e !.~t!.~._llr,ea .I.nVOLv~..!nt:o QU.l.n~uLt Ind.l.an F!:sher.l.~__
~~".?Jur.~sCl::c~~~~?RI lil:::"'l:lleIr ,req~!::.?~,~lts ar<<:, bOln~et ~____._____o._. .____. ___
FEDERAL PROGRAM TITLE:._Elr,M9.fL!!WAAQ!ltfl!lt_9t'-f.._llY.!!.t.altL,____,_____._._....,_
FEO~RAL AGENCY: ..Qli'P!l,r.tlJllm.t~lll1II2QJ:j;ll tion .- Fedll.l:lI.lJI,i.ghWAY-l\dm1n1Pt:raJagn.._____o,..
LOCAL AGENCY CONTACT PERSON: M. L. SanetJ;Cll\l,p.E. TITLE:..>>J.~e."tOl: of PubUli..wprklL.
"'AILINO ADORESS:. .Tefferso.n Coun,ty Courthouse __ PHPNE:-2P_~liO,:L-
CITY:_!'.l:lrt Town!l.!mL-_ . WASHINGTON ZIP CODf:~6e___._
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JOHN SPELLMAN
Governor
DUANE BERENTSON
Secretary
~r. Milt Sanstrom
Public Works Director
Jefferson County Courthouse
Port Townsend. WA 98368
STATE OF WASHINGTON
DEPARTMENT OF TRANSPORTATION . caUliTV [:<i~liiFEF? ~ 1.'
HighwayAdministrationBuilolng_ Olympid. Washington 98504 .. (206)7 t.s7-C(i-;;1~j'-.--~M~"
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\Jefferson County I -(lJ'PI:I? .G-d,,. r-'
Queets Ri ver BI'i dge t!!Rf pc' .
BROS-20l6(4) . . .
Dear ~r. Sanstrom:
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Attached for your information and file is .a copy of Supplement No. 1
to City/County Agreement GC-6118 for .the .subject project between the
State and your local agency.
,'\
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HENRY C. BASH
Acting, City/County
Liaison Engineer
/
.
BB:ds
LCR
Attachment
cc: Skip Burch w/attach.
-:
RECE~VED
NOV22198Z
JEFFSRSON COUNTY
ENGINEERS OFFICE
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AGENCY
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ACZEHCY MOacT"_
Jefferson County WASHINGTON STATE BROS-2016 (4)
. DEPARTMENT OF TRAH8POATATlON
PATl! ClTYICOUHTY AOAEI!eI!NT A_IIIIDIT..I'l_R
9/7/82 1 GC 6118
SUPPLEIIENT NO.
The l!li'lf/County ot Jefferson desIres to supplement the,a9reement.entered Into
and executed on September 2. 1980 as Identified above. AlIprovlsionsln the.baslcagreement
remain in effect except as expressly mcdlt:Oll:l by this supplement.
The changes to the agreement are described as follows:
PROJECT .DESCRIPTION
rume
QUEETSRIVER BRIDGE
0.58
d
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.
.Length
Tennlnl
M.P. 00.40 to M.P. 00.98
'..
D.-crIpUonolWork
Construct new bridge (replacing existing.bridge) across the Queets River on the
Clearwater'Road, County Road no. 206, ,State Road Log No. 10750.
ESTIMATE OF FUNDING
(31 (4) (IS)
._TObl .~ ._
'ProjoclF_ AcjoncyFundo _F_
28,500 ....:~!.~l}.~.. ...~~~~?~...
::::::~:':9~9::::: .....~!.~~C?.. ....:~!gl}p....
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'26 .?
1'YPE OF WORK
III
PRE"IJOUS
A~E.'l4T1
Sl,t~E"EHT
185,600
::::::E9~?:::::::
,...........Q.......
186 600
(2)
su........_
(157,100
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'74 900
P..E.. 8, Agoncy Work ...,.......... ......
b, Slate 5ant1ces ...................'
c. 0I1>er ..Cons.ul.tal)j;......,....
<s. Total Prelim. Eng..C08t E8t11II8lG .
RJght...,-Weye. A_Work ............ .................... ............... .................. ........,..... ...............
I. Sla18Servi.... .........'........... .................... ..............' ....,..........,.. .............. ..........,....
g. Other .....'...................... ...,................ .. ....,......., .................. .............. ...............
h. Total RIW CoaI&lJmate
~ I. Contract ................ .................... ............... ............'..... .............. ...............
Engln...rlng {J' AgancyForce ...... .................... ............... ....'............. .............. ...............
_'Mo k, Stat. Force ........ .........,.......... ............... .................. .............. ...............
I. Audit. ..........,................ ........,........... ..............' .................. .............. ...............
m,OIher ........................... .................... ............... .................. .............. ...............
n. Other ..........:................. ..........,......... ............... .................. .............. ...............
0, Total Construction Coal &tlmate
p. ~Egr-rr,ESTlMATF. OFTI-lE 186,600 74,900261,500 52,300 209,200
The local agency further stipulates that pursuant to 811lldiltle 23. regulations, and pOllclesand'procedures, .end
as a condition to payment of the Federal funds obligated. it accepts and will comply with the applicable provisions.
AGENCY OFF A~
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ACCOUNTING PLAN
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ORDER
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'f'ORT"TOWNSEHD.WASHING1:ON.88388
TEL. 12061:385.:3505
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Jefferson DounTh'
Department ,of Public' Works
JEFFERSON ..COUNTY COURTHOUSE
NATtONAL, .HJSTORJC;Si'(E
POFiiT_"TOWNSEHD..WASHINOTOH
.Mlllon ,L.$onalrom. :DIRECTOR
Ap:d1 ,27, 1.98.3
Washington :S.tate:Depar.tment of.Tzanspor.tation
p .0. :Box 9.321
Olympia ,WA 985.04
RE.: :BROS-2016(4)
QueetsRiverj3,rl;dge
.At.tn: .Mr . Skip :Bir.ch ,P ..E .
Distr,i.ct S..tateAidEngineer
Dear Skip,
Attached.are two copies of Supplement No.2, ,Citv/County AJ?;reement
.-:forthe above-referenced -project ..Thesupp1ement:requests :funding ::for
the following:
$138,0.00.00 for preliminary engineering; .this :r.efle.cts the
,increase in cos.tfor.the design ofthes.tee1 alternate as
.requiredbyFHWA.
$28,000. DO for .the purchase of right of way on,.this project.
Ii: you have any questions, 'please con tact.me . Thank you .
Sincere'ly.
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Glenn A.Bagley
Assistant.Director
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Enclosure
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CC: COR
CRP486
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Department ,of Public ,Works
COURTHO.IJ.Sl!
PORT 11OWN$EHO; WASHINGTON ;98388
~TEL, 1.201l1~5','3505
JEFFERSON COUNTY,COURTHOUSE
-NATIONAL, HISTORIC.~ SirE
PORT-TOWNSEND. WASHINGTON
Milton. 1... San"""" . :DIRECTOR
April.27,1983
.'
Washington ,State:Department .o.f'!cranspor.tation
P.O. .Box' 9:3.27
Olympia,WA 98504
RE:BROS-20l6 (.4)
Queets 'River .Bridge
Attn: Mr . Skip Birch. P.E.
:District State Aid Engineer
Dear Skip,
Attached are.twocopies ofSup'.,lement No. 2 ,City/County Agreement
for the above-.referencedproj ect. The supplement :requests 'funding :for
the following:
$138,000.00 for preliminary engineering ; :this -re.flectsthe
increa.se .in cost .for the design o.f the.steel .alternate as
required by FHWA.
$28,000.00 .forthe purchase ofrightlof way on this project.
If you have any questions, p.lease .contactme. Thank you.
Sincerely,
~,.,b~~
GlennA. Bagley
Assistant Director
Enclosure
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CC: COR
CRP486
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Mr. Milt.Sanstrom
Pub1 icWorks .Director
J.effers.onCounty .Co.ur.thouse
Port1'ownsend,WA .98368
r~C-UN1!_~~ir;,~~IC~t>>:~N
'" dc-r-ASS'T co' ENGIIJEER l'nl
STATE OF NASHINGTON .~-- -----.-.. ------j--"
DEPARTMENT OF TRANSPORTATION j' CONS1- E!:?~'l.~~_. ~___I
I HICE EN:INEER ,
HighIVayAdmlnlslratlonBulldlng . Olympia. Washington 98504 . (2 -<>005----- - ----- .---
I COMMISSiONERS I
! ROAD si)P;r-----j_._'-_--1
June 16, 1983
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JOHN SPELLMAN
Governor
Jeffer.son . County
.QueetsRi verBri dge
BROS- ZDl6 (4 )
FUND AUTHORIZAT10N
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Dear 14r.. .Sanstl'Om:
We have received Federal Highway .Administrationfund authorization,
effectiv.eJune 14, 1983, for the subject project as follows:
~
,.Right-of-Way
TOTAL
$28,000
FEDERAL SHARE
$22,400
.
Your PEauthorized on May 28, 1980 has been inc\'easedto .a total of
$399,500 ($319,600 federal share).
Attached for your information ~nd file is a fully executed copy of
Supplement Number 2 to City/County Agreement'GC-6l18 between the State
and your agency.
Upon receipt of your certification of Right-of-Way, notification that the
project PS&E is completed, .and receipt of a.supplement to your City/County
Agreement which includes construction funds, the construction portion of
this project will be considered for funding when funds become available.
All future ,correspondence' related to the project is to be submitted to
your District State Aid Engineer.
I'~
.
RECEIVED
JUN2 01983
BJltRfiERSON COUNTY
LlJINGINEERS OFFICE
cc: S. Burch w/attach.
y. (];L.
RY D. DRAEGER
City/County Liaison Engineer
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AGENCY
A_V MOoIICT ........
JEf'!'BaSON WASHINQTON.STATE BI:l:lS-.2016 (4)
DEPARTMENT OF TRAN8POATATJON
DAn! C1TYICOUNTY AG."tEEMEHT AGIlI!_r ..~
4/26/83 2 GC 6118
SUPPLEMENT NO.
The I3itJ{ICounty of JEFFERSON desires to supplement the agreement entered Into
and executed on Seotember 2. 1980 as identified above, All provisions in the basic agreement
remain in effect except as expressly modified by this supplement
The changes to the agreement are described as.follows:
PROJECT DESCRIPTION
Heme
QlJD'l'S RIViWl iUWlGE
0.58
Length
.ennlnl
M.P. 00.40 ~'K.P. 00.98
,DlHCrlpUon of Worll
COnauuc1:naw))ndqa (replac1Dg edIIt.lD9bridge) ,AQzoa. tho 2\IHt8 JU.ver (Ii
on .~ C1.IlaJ:vaterRoad. ,~ Road Bo.206.St:ate 1loIa4.Lo!J ).~.10750. ,j':
l~. ~,
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-'\ ~/,'
TYPE OF WORK
'"
PREVIOlJS
AGREEMENTI
SU~....o.eeNT
t2)
SUPPlEMENT
....,~~..~?,.,... ........~......
......~.Q9P..,.... ..,~.Q09.....
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2 0
......... Q......... . .1l5..QOJ:I....
.........Q......... .....;500,...
.........Q......... ..11.50D....
...
P.I!., 4, Agency Work .. .. . .. .. . .. .. .. . .. ,
b. . Slate Servir.es ..,.................
c. Other .,~~1:...........
d,'Tottll Prelim, Eng, Cgot &tl_ '
RIghI....."'.ye, Agency Work ............
I, Sl4le Services ....................
g, Other~~............
h, Total RIW Cost &tlmale
CoMIruclIon I, Contract ................ .................... ................ .................. .............. ...............
Engineering {j, Agency Force ...,.. ..,................. ............... .................. .............. ...............
_% .1<. State Force ........ ..... ............... ............... .. ................ .............. .......... .....
I, Audit '........................... .................... ............... .................. .............. ....,..........
m.OCher ........................... .................... ............... ................., .............. ...............
n, Other ............................ ..,.............'..' ............... .................. .............. ...............
Q,Total Construction Cost .elllNlt.
p, T.?l&E~Sr ESTIMATE OF THE 261.500 166.000 421.50085,500 342.000
The iocal agency further stipulates that pursuant to said Titlfl23. regulations, and policies and procedures.. and
ua condition to payment of the Federal funds obligated. It accepts and will comply with the applicable provisions.
AGEN FFIC L
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DOT RtIlIMld :lIltl
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wo. p,.. Fe c.
NO.
AUTH~ . .' "'--'''-'''-''''''''-0''''_'''-- ~~~.I.
HV -
- ...urn.
DAfE PREVIOUS REQUESTED TOTAL CODe
--
P.II!. .. Agency Work ....... . , . . , . . . , . . . . . . . , . . . . ... .......... ...." .,." "". .,,,,. ...." ..'''. ,.......-......,
b, St.te Work. , , .... , , . . . . . . , , . . ... .....". ................. ....-.... ..........,......,. ..........,........,...
c. Ct_ .. ... . . . , . , . . . . . . . , . . , . . . . . . , . , .......,.........,......... ,,,.,,.. ........., ".,..",........,-""
d. Totet PfIUml".'Y Engln"flno eoat --- --~-- f--.
",,,"I-of-W.,,.. AliIency Work ,......."..... .,.....,..."...'... ,,,.....,, .. ,,,.. ...,."..,.......'..."
f, Slahl Work . ,. ".... ..". ....... ...,.... ..., ........"...,'...... ....... ......"". "..,.........,.......
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IOHN SPELLMAN
Governor
DUANE BEKENT50N
Secretary
STATE OF WASHINGTON
COUNTY ENGINEER
ASS'T CO. ENGlt:EER
-_.-'-
CONST.ENGIN:ER
OFFICE ENGiNEER
COMMISSIONERS
DEPARTMENT OF TRANSPORTATION
Transportation Building .. Olympia. Washington 98504 . (206) 753-6005
October 13, -1983
ROAD SUP'T
CI/1-1~fl/
Mr.. Gary Rowe
Acting'PublicWorksOirector
Jefferson ,County
l820'Jeffer.son-Street
Port lownsend, WA ;9836~
FILE
.JeffersonCounty
QueetsRiver,Bridge
.BROS-20l6( 4)
Dear Mr. RoW"~ :
Attached for your 'infonnationand file is.<i .copy of ,-Supplement Number
ThreetoCi1;y/County AgreemeiltGG-61l8for .the subject project between
.the oStateand your local 'agency.
This supplement increases your right-of-way funds 'authorized ,on..June14,
1983toatotal.of$36.200 ($28.960 federal ,share).
;Sincerely,
----r:-CI?lal~t-~
T. PLAKINGER [1
Fund Allocation -Engineer
TP:cej
LCR/38
Attachment
cc: S. Burch. w/attachment
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JEFFERSON WAlHINGTONSTATE BROS-20l6(4)
D1!PARTMI!HT OF TRANSPORTATION .
DATI! CITYICOUNTY AGREEMENT ~HEfT.N...-efl
9-7-83 3 GC.6118
8~LI!"ENT NO.
The City/County of JEFFERSON deslres:tosupplement:the:agreemententered Into
and executed on SEPTEMBER 2. 19RO as Identified above, All provisions in:thebasic agreement
remain in effect except as expressly modified by this supplement.
The changes to the agreement are described u'follows:
PROJECT,D.ESCRIPTION
Name QUEETS RIVER BRIDGE
TennInIM.P. 00.40 'to M.P. 00.98
0.:58
,LenIJlh
Dacrlptlon of Work
.CONSTRUCT NEW BRIDGE (REPLACINGEXISHNGBRIDGE)'ACROSS 'THEQUEETS :RIVER
ON 'THE CLEARWATER ROAD, .COUNTY ROAD NO.. 206, .STATE .LOGNO.il0750 '
ESTIMATE OFFUNDING
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.Projoct'F...dI
(6)
--
:fedtraI Fundi
TYPE OF WORK
(11
PREVIOUS
AQI!:EEUENTI
SUPPL!MENT
(2)
(4,
-
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SUPOUMENT
,:28,.500.. ....... . ....0.........
..::z..tIoo.....,... .....0........,
364;1:100..,...... .....0.......:.
.;16.000. ........ .-8-.200......
......500......... .....0.........
..1.1.500......... .....0.........
. ;28,.500....... .., :5.100.... . ,Z2..iO~...
. .::7. ,000.. ..... ." ;1400.... ... ;s'ii60e./..
364.000....... :72.800.... ;2g.1.,;209-~,.:.
P.E., a. Agencol Wort< ....................
b. ,e~e.Seriices ..-. ..... .... ... .0...
c. cOlher,CllDsultaDt.... .. . .. ...
d.-Total f'nlllnl,'EI1lI. CostJ:ltI_ .
Rlght.....-Wll)' a, AlIl'ncy Wort< ............
j, ,StataSttrvlceo ....................
g. Other '.Consul taRt..... .. .. .. ..
'h. 'TotarRIW.eoltE,timate
ConatrucIlonI.Conlract ................ .................... ............... .................. .............. ...,...........
Engln....rlng.{J. AgencyForco ...... .................... ............... .................. .............. ...............
_'110 k. 'Slale'Force ........ .................... ............... .................. .............. ...............
I. Audit ............................ .................... ............... .................. .............. ......,........
m,OIher ........................... .................... ............... .................. .............. ...............
n.Other .... ......... ............... .................... ............... ............ ...... ....... ....... ...............
0, 'Total.ConatructlonCoet Eatimala
p,T~W-E89STE3TIMATEOFTHE 427,500 8 200 435 '700 87
The local. agency further ;stlpulates that pursuant to iald 'i'Ille 23, regulatlons,andpollclas .andprococlures, ;and
as a condition to payment of the Federal funds obligated, It accep18and will comply with theappllceble provisions.
AGENCY FICIAL
. .24 .ago....... ..4,840.... ..19.~'369....
......:500....... .....J,QO.... ,.....401)....
..1-1.500.. ..... ....h3oo.. .....,9..:200....
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TOTAL
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b. 51alo WOlk. .
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d, TotaIP,ellmlnaryEngineerlnoCol'_
RIGht-of.Way o. Ao.ncv Work
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JOHN SPEUMAN DUANE BERENTSON
Governor Secretary
STATE OF WASHINGTON
DEPARTMENT OF TRANSPORTATION
Transportation Building. Olympia,. Washington 98504 .. (206) 753-6005
March19,19S4
'Mr..:BrianShelton
Director of :Public.Works
Jefferson County
~1820 Jefferson Street
Port Townsend,WA.98368
.Jefferson:County
Queets=River 'Bridge
:BROS~2016(4)
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Dear Mr.. 'Shelton:
Attached 'for ,your 'information and file is:a :copy cof :Supplfllll.ent Number
Four to City/County Agreement'Gc-EI1B'for 'the subject:projectbetwcen
the5tateand ,your local ,agency..
This supplement increases 'yClurPE funds 'to .'atotal of :$453;000($362,400
federal share)..
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5i ncerely"
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,T..PLAKI NGERO
Fund 'Allocation Engi neer
5tateAidOrganz1ation
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TP : eej
LCR/38
Attachment
ee: S,Bul"eh. District 3
.RECE'IVED
MA~ 2 :11984
,JEFFERSON ,COUNTY
'eNGINEERS oFFICE
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JEFFERSON WUHINGTON STATE BROS-2016(4)
DEPARTIlIENT OF TRANSPORTAnON
DATE CITYICOUNTY AGREEMENT A~N~R
10110/83 4 GC 6118
SUPPLEMENT NO.
The ~County of .1"FFJ;RSON desires to supplement the ,agreement entered Into
and executed on SEP'I'EMRFR" t1lRn :.s identified libove. All provisions in the basic I1graement
remain in effect except as expressly modlfiod .by this supplement.
The chenges to the agreement are described as follows:
PROJECT DESCRIPTION
QUEETSRIVER BRIDGE
Name
LengIh
0.58
Termini
M.P. 00.40 TO M~P. 00.98
D...:rlpIIon of Work
CONSTRUCT NEWBRlDGE (REPLACING EXISTING BRItlGE)ACROSS THf!QUEETS
RIveR ON THE CLEARWATER ROAt),COUNTY ROAtl NO. 206, STATE ROAD
LOG NO. 10750.
TYPE OF WORK
(2)
(I)
PREVIOUS
AGREEMENTI
SlJl'l'lDoe!NT
p.e,.a. Agency Work .................... ..,.~~,.~.Q~!.....
b. SlateSBrvlcm .................... ......7.".,.~~..,..
c,Othar........... .....'........... ..,~~".,,~.l!:....
d, Total_tm, Eng. Cost.&tl_ '_ . 0
RIgIlI......W8)l' .e, Agency Wark ............
f. StaIB 5eTvIOOll.............,... ,.'
g, Othar ,..........,................
h. Total RNI .CoatEatlmale
c-tructIon I. Contract .............'.. ....,............... ............... .................. .............. ...............
Engln..ring .{J. Agency Force ...... .................... ............... .........'...,.... .............. ,..............
_~ k. Slate Force ........ .....'........,..... '..,..........' .................. .............. ...............
I. Audn ........................,... .................... '.............. .................. .............. ...............
m.Othar ..................,...,.... ...,.............,.. ............... .................. .............. .........,..'..
n. Other ... ........ .....-. .... ......-. .... ................ . ... ... .... ...-. ..... ...... ....... .. ...... ...... .... ......-......
o. Total Construct"'" COItEal/mate
P.:rfR"~E~STESTIMATEOFTHE 435,700 53,500 48!l,200 97,BlJD 391,36:0
The local agency further atlpulatl!:sthat pUlBuant to Ilald Title 23. regulations. and policies and procedures. and .
as Iil condition to payment of the Federal funds obligated. it accepts and will comply with the applicable provisions.
AG.ENC~I~~
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AIRMAN, I lonerarU.yor
........LEMENT
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DOT "hH.ned :1/81
W,S.D.O.T. USE ONLY IWORK ORDER ACCOUNTING PLAN I
wo. p,.. I PC I CB I
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B' AUTH.
DATE PREVIOUS REQUESTED 'TOTAL CODE
P.!. .. Agenoy Work ..... ,.".... ...... ......., , , . . , .. . , . ."..... .."", ......, .....
b. 81,Ie Work.. .. .... ,... ......., ...., ...., H". ... ...,.. ..... .... ...,
c. Other .. ... ...... . , , . . . . , , ...... ,........... .... .....,..........
d, Tol,l Pr,lImln.t)' Engin..rlng Coat
Alghloaf.Way D. Agency Work ... ,......., .... .. .. ..., ... .-.., ......... ...... .........'.. ..' ,... .. '.,.... ...
,. St.le ,",'ork . . . . ....... . . . , . ,. ' . '''' .. ...... . . . . , . . . ........ .. ,... ......... .. ...... ... 'n' ..,....
g. Other ' . . . . . , . . . . . . '... ....... ... .. . . . , ' . , , .. ,.,... . . , . . , . . . ... .." .-,. .,.. . . , , . , . ' ,
". TOIIllI RIghl.of.WIlV COlt
(:onltruct'on I.Conlract.. . . . . , . , I . , . . .. . . . . . . . . . . ... ..."......, ,...
Engin..ring I. Ag,ncvFarce n.." ..., ..... .,., ... ,.., ,.."...., ...... ...
--"" k, Btllo FaraD.. ....... .., '..' .,... .......... .. .. .". ..'.., ............ .., ...,...
I. Audll .........."" ...... ........, ...... ..... ... "'n' .....,....... :r:::,:..:::: .......,
m. oth.r ..,...,. ......., ....." "..... .,,,,, .. , . , . . . , . . . . .."
n. Other ............ ..... ..' ..~==.~~~ ."........ ...
o. Tal.1 Can.tructton Co.l I
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JOHN SPELLMAN
Governor
DUANE BERENTSON
Secretary
August 7. 1984
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STATE ~)F WASHINGTON
DEPARTMENT OF TRANSPORTATION
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Mr. Brian Shelton
Public Works Director
1820 Jefferson Stre9t
Port 'Townsend, WA 98368
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Jefferson County
'Qu~,Rivel'i]bjidje,.'k-
BROS-:2016(4)d ,.....
Dear Mr. Shelton:
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Attached for your information and file is a copy of Supplement Num~?r
Five to' City/County Agreement GC-6118 for the subject project between
the State and your local agency.
This supplement increases your PE funds to a total of $461.920 ($369.536
federal share).
Sincerely.
~ r;J.J;. 0/
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TOM PLAKINGER
Fund Allocation Engineer
State Aid Organization
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AGENCV
AGENCY I'ftD.lltCT .._
JEFFERSON COUNTY WASHINGTON STATE BRaS - 2016(4)
DEPARTMENT OF TRANSPORTAnON
DATE CITY/COUNTY AGREEMENT AOREE_r NUlUER
July 16, 1984 ,'5 GC 6118
SUPPLEMENT NO.
The City/County of JEFFERSON desires to supplement the agreement entered inlo
and executed on September 2,1980 as identified above. All provisions in the basic agreemenl
remain in effecl except as expressly modified by this ~upplement.
The changes to the agreement are described as follows:
PROJECT DESCRIPTION
N8me
QUEETS RIVER BRIDGE
M.P. 00.40 to M.P. 00.98
Lenllltl
0.58
Termini
Deecrfptlon oj Worl< Construct new bridge (replacing existing brii:lge) across the Queets
River on Clearwater Road, County Road No. 206, State Road log No. 19750.
TYPE OF WORK
-
f-~li
PRE"1I0uS
I AGREEMENTI
SuPPLc.MENT
SUPPLE...ENT
(2)
ESTIMATE 0:' FUNOING
(3) (<C, IS,
Estimated Total falltnalffQ i Estimated
i?t~ Funds Aq<<lcy Funds l Federal FundS
, . . },q ,.qp,q.. . ., ,~,. 9,00. .. .I.c?~~.qo-:o..,
..,..X"qP.q.. .., .. )A.f!9.,..: ..,.5 ,,!,!P,q..,
" ~~'1 ,.~~,g..... . ~.:~.~~ ,., i . j~~ ~g~'~'"
....?!b;~9.Q,.... ..,~,.8.4C!... ..+!1,,~(5.Q,.,
500 100 400
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P.E. a. Agency Work . ..',........ .. ." --..~9..9.qC!,.. ..I.... ...0...,.,.
:: =~'~,:::::::::::::::::::: 1::':II:~~:;ggL::: ::~::~~:Q:::::
d,ToUl' Prelim. Eng. Cost Estimata ' 453 000 8 920
RlglI~~~:=~::c:,~~:~.:::::::::::: :: ::::~~:~~gg::::: : :::::l:::::
g.Other ............,.......,.,...'. :,....ll.,~O!L,.. ,......!L,.,.
h, Total RIW Cost Estimate '36 200 0
CaftolrucUon LConlract '.'............, .................... ............... ................,. ,............. ............,..
Engineering {j, Agency-Force ...... .................... ........_...... ................_. ............_.. ...............
~~~ZZ;liL~Ej.L .!.~,bLCI
The local agency further stipulates that pursuant to said Tille 23, regulalicns. and policies ctnd procedures, and
as a condition to payment of the Federal funds obligated. it accepts and will comply wilh the applicable provisions.
AGENC OFFI IAL
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WASHINGTON STATE
OEPART ENT Or TAAN N
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JUL 3 0 1984
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Transportation Building KF'01
Olympia, WIlehlngton 98504'5201
206 753,6005
_ 8erentlIon
Secretary of T..",.portatlon
Apri 1 22, 1986
Mr. Gary Rowe
Public Works Director
1820 Jefferson St.
Port Townsend. WA 98368
Jefferson County
QueetsRiver Bridge
Bros-2016(4)
fUI(IJ AIITOORIZATION
Dear Mr. Rowe:
We have received Federal Highway Administration fund
December 13. 1986 for this project:
PHASE
Construction
authorization effective
TOTAL
$4,795.000
FEDERAL SHARE
$3.836.000
In addition. your Preliminary En9ineering has been increased to a total of
$495.920 ($396.736 federal share).
Attached for your information and file is a fully executed copy of Supple-
mentNumbers Six and Seven to City/County Agreement GC-6118 between
the state and your agency.
Please be advised that total estimated construction costs (including
engineering) which are contained in your PS&E must not exceed those
shown in your currently approved City/County Agreement. If they do.
a supplement to the Agreement which reflects the revised estimate must
al~o be submitted with the PS&E.
I.
All future correspondence related to the project is to be submitted
to your District State Aid Engineer.
~C~
BARRY DRAEGER
Assistant State Aid Engineer
.
.
BD:cej
LCR/P:70
Attachment
cc: B. George. District 3
RECEIVED
APR 2 5 1986
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AGENCY
AGeNCY JEFFERSON COUNTY ""oacTN-"
Public Works/ Courthouse W~8HINGTON STATE BROS 2016(4)
Port Townsend WA 98368 DEPARTMENT OF TRANSPORTATION
DATI! CITYICOUNTY AGREEMENT AClMUII!HT N_R
GC 6118
SUPPLEMENT NO. 6
The City/County ot JEFFERSON desires to supplement the agreement entered into
and executed on SEPTEMBER 2. 1980 asidantified above. All provisions In the.basic agreement
remain in effect except as expressly modified by this supplement.
The changes to the agreement are described as follows:
PROJECT.DESCRIPTION
Name
OUEETSRIVER BRIDGE
0.58
Length
Termini M. P .
00.40 to M.P. 00.98
D.criptlon of Worl< .:
Construct new bridge (replacing old bridge) across the Queets River
on the Clearwater Road, County 'Road 'No. .107509
ESTIMATE OF FUNDING
I')
Eoll_T_
Project F_
......;3.Q~.QQQ...
,.......? ,.QQQ..,
. 3~ .,,!?..Q...
20
....;. J. ~.QQO...
700
::::::::~;:~~L
25 200
..4,JQQ~.QQQ...
...... ..~.i.QQO...
.....fi~.O~.OQQ...
(5)
EolI_
~_F_
,.. ..?4 ,.QQQ,
.......~..1?9.Q.
....~Ml,n.l?
378 336
.....1.5..20.0.
560
::::::;Q~9:Q:
20 160
.~ ..~~.Q ,.Q9.Q.
.......4,.Q9.Q.
.. ..4~.IL.Q9,Q.
12)
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-
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.....P..QQQ.
.....J..?<.OQ.
... .Il7,.J.ll?>..
4584
.....3..~2g,
::::IJq~:
5 040
../l.?Q.QQQ,
... ..01.. QQQ.
..J.:.l~.P.OP..
TYPE OF WORK
ell
PREVIOUS
AGREEMENTI
SUPPUMENT
SUFPl.l<AK.'<1'
.........~03.0P.O.. ....,...Q......
..........:?~.OP.O.. ........Q...,..
.,.....,4A4~~~AO.. ...U,.QQQ...
461 20 11 000
.........A4...~.QO.. ,...~.,:.lP.O>..
500 .200
:::::::::n:.:$R9:: :::~:~;:q~q>::
36 200 (11 000)
............9....... . JP.Q,.QP'Q..,
............Q...... ....~,.QQO...
............Q...... ..I?;L.Q~.QQQ...
............U...... ...............
............A...... ...............
............U......
P.E.,.. Agency Work .... ........, .......
b, SUte Servk:eo .... '...............
c, Other .........'........'.........
d. Total P",Um. Eng. Colt Catlrnm. '
RISIrt-ol-W_i e,. Agency Wor!< .........."
f. Sla18 Servl.... .....................
g, Other ............................
h, Total RNI Coat estimate
ConairuCtlon I. Contract ................
Engineering {j. Agency Foroe. .. ...
_'" k,SlateForoo ........
I,Audlt . ...........................
m.Olher ...........................
n, Other ............................
o. Total Conllructlon Coal EaUmate
p. Wl&'Egsr-;T ESTIMATE OF THE 498120 4715 000 5 213 120 1 42 624 4 170 496
The local agency further stipulates that pursuant to said Title 23. regulations. and policies and procedures, and
88 a condition to payment of the Federsl funds obligated. it 8ccepta and will comply with theappllcabie provisions,
AGENCY OFF
.'
";'''71S''OO()'' "943'000' 3' 77'Z"00'0'
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WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
Bv:'!- hr ~
SUl1' Aid EnCllnNr
OCT 2 3 1985
DII. Euculld
W,S.D.O.T, USE ONLY tWORK ORDER ACCOUNTING PLAN
waA
NO.
AUT"
B'
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--1 P~EVIOUS
CB
DATE
nEQUl!8TED
TOTAl
AUTH.
CODE
Form 140.00\1
DOT AItYI..d 3/11
P.I!. t. AOlneY' WOtk >
b. $1.1. Wortc .,
c. Oth.r, .,. . ... ,. ..... .".
d, Tol,l p,.llmln.ry Engln..,ino Co.t
....hl...W.'..A""cyWork .., ....,..,.,.,. .,....,...."..... ...............",. ....
r, IUI,.Work.., ..............,.. ,.....,..... ........ .........,.,...... .... ....,...."... .,
g, Other ..,.... .,.......,...........,..,.. .................., ,.,..,...........,..,..
h. Toll' RIGht.or.w.v COlt
Conitructktn I. Contract. . . .... '''', . ' ..
Englnlorl"G J. Agenoy PatOI "
___.. k.81111.Porel..,....,
l, Audit ". ....,.,. ."..........
m. OIh.,.. .... .."........".,. ,...
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COURTHOUSE
PORT' TOWNSEND, WASHINGTON .98368
TEL. (206)385.3505
GARY A, ROWE. .DlRlECTOR
Jefferson County /
Department of Public Works'
JEFFERSON COUNn' COUJnHOUSE
NAtiONAL. HfS10RIC .SITE
PORt TOWNSEND.-WASHINGTON
March 11, 1986
Oscar R. (Bob) George, P~E.
District 3 .State Aid .Engineer
P.O..Box 9327
Olympia, WA. 98504
Re:QueetsRiverBridge, CR0486,BROS2016(4),Supplement Number 71'or
City/County Agreement No. .Ge 6118
Dear Bob:
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Enclosed is the above 'referencedsupplement for the .QueetsR.iver
Bridge project which reflects increases in the amounts for Preliminary
Engineering and the Construction portions of thepr,oject.
The inorease .inthePreliminary Engineeringis.due to an .increase
in the work perfol'1med .by W.S.D.O.T. in their 'rev.iew of.the plans,
specifications and estimate. The increase .in this.work ,was .causedby
the. decision to include an alternate design f'orthe .bridge, and rev.lew
of environmental concerns.
The increase in the Construetionamount refleetsthe b.1d amount of
the low bi dder of the .contract portion.
If you have any questions, do not hesitate to contact me.
Sincerely,
~H
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;elf,A;~'Y
Robert G. Nesbitt, P.E.
County Engineer
.
Ene.
xc: CR0486"'-
PWA 02
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A~YJefferson County
PubLtc Works/Courthous
WASHINGTON STATE
DEPARTMENT Of'TRANII'ORTATlON
CI1YICOUNTY.AG~
SUPPLEMENT NO, 7
GC 6118
DAlE
_TII.-oI
3/10/86
The Cily/County of J..i'i'..r",nn dealrealo supplement the agreement entered into
and executed on S..l'f...mh....? 1QSlO _ identified above. All provisions in the basic agreement
remain In effect except as expressly modified by this supplement.
'The chsnges to the agreement are described as follows:
PR().fECT DESCRIPTION
Heme
Queets RLver Brtd~e
0.58
Ungth
Termini M. P .
00.40 To 00.98
Deecrlptlon of WorkContruct new brtdge (repLactng oLd brtdge)
across the Queets Rtver On the CLearwater Road,
County Road No. 107509.
TYPE OF WORK
Cl)
PREVIOUS
AGREEMENTI
SUI'I'L<MF.NT
121
ESTIMATE OF FUNDING
C3.
EII_T....
C')
-
A_f_
..... .3.,100.
......9..900.
.... 87..184.
. ...1.2..400..
. ...35,.600..
.. 34B ,.73.6..
C5I
Eollm.oMd
f~Funch
~
Pr-~ f~"'"
........ ..30 .000. . ..~1tl.. SOOl. ........ J.5..500.
...........:7..000. ....31..500.. ........44..500.
........~35.920, ........"'0".. .......43.5..920.
-.
P.E., .. Agency War!< ... >' .. . .. .. .. .. .. ..
b. SMI. Sarvicea ....................
c. Olher .. .... ......................
.d. Total Pr.lim.Eng. Coat Esllmata .
R....I-al.W.y e. ,ro,:l'lncy Work ....,...,...
f, StataServlca ..........,.........
g.Olher .... ......,.. ...............
h. Total AIW Cool Ealltn.ta
COnalrUCllon i. Conlracl ................
Engineering {J. AgenC)/ Force .. .. ..
_'llo k. Stale Force ........
I. Audll. ........................... .................... ............... ..................
m.OIher ,.......................... .................... ............... ,.................
n,Oth.r ............................ .................... ,.............. ..................
0, Total Conolrucllan Coal fallmale
p, T?~E8!?STESTIMATEOFTHE 5.213,120 103.000 5.316.120 1.063.224 4,252.896
The local agency further stlpulatea that pursuant to said T1I1823. regulations. and policlea and procedures. and
as a condition to payment of the Federal funds obllgsted. it accepts and will comply with the applicable provisions.
~GF.NCYOFFICIAL ,
~ WASHINGTON STATE
B ,~ DEPARTMENT OF TRANSPOATATION
lAM', ,.tyComm 10...."..,01 Bv: ~ I~
~~~~ 81&........,_' APR 0 It 1986
Oall EUC;"led
..........19.000. ........"'0".. ........J.9...000. ......3.,aOO. ....15..200..
.............. :7.0.0. .... ...."0,,.. ...:....... ..7UO. ....... ..lIlO. ....... ..56.0..
......... ..~.~OQ. ...... .."0,,.. .... ......5J.5UO. .... ..l,.lP.O, .....11 ..40.0..
..,..~.hQRrRQ,q. ....l'!R.RQR.. ....~,.+~Q...Qs.1Q.
..,........~.R9Q. ........~Q~.. ..........!?,.9s.19.
........Rl.A,AO.Q. ........~Q~.. .......i?;1.0-'.OAO.
.. .l'!~.f? "QRQ. ~ r ,~~:1,.Q9.Q..
......:j."QP,Q. .....:1,.Q9,Q..
...l./!.?"QAQ. ..fl?,/l/.Q9.Q..,
.............. ...............
.............. ...............
.............. ...............
W.S.D.O,T, USE ONL V IWORK .O~!)=!'l ACCOUNTING PLAN
Plog .~,c CS
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DATE
P.I!. '0 Ag.ncv Work '
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SUPPLEMENTA1 AGREEMENT? ';~ 9
,.. ,.\~
Project No. B=-'-Olfi _(41
Agency ,1'RF'I"P.~CN lYltlN'T'V
Name of Project qTF.R'T'!': 'RTVRR BRTrr.F. RPPT JlCEMENl', CRP486
Agreement No. nll'T'F.n AP,RTT,?fi lQR?
Gentlemen;
The lOQCICounty of ,~=(111!
agreement entered into with nT Dt-tJ.\. l4'f\l~ThTPRDC: Tl\Tr
lIPRTT,?fi lQR? and Identified as Agreement No.
desires to supplement the
and executed on
All provisions in the basIc agreement remain In effect except as expressly modified by this supplement.
The cnanges to the agreement are descrobed as follows: Whereas, the County has fOlmd
it to be in its best interest and advantageous to delay the bid date of
the prject.
Section I, SCOPE OF WORK, is hereby changed to read Nr> ",11"~'JP
II
Section V, TIME OF BEGINNING AND COMPLETION. is amended to change the numbers of calendar
days for completion of the work to read 1,345 calendar days (through Decenber 31,
19B5). The Consultant will be available "on-call" through this period.
III
Section VI. PAYMENT, shall be amended as follows:
I'To C"i'~
as set forth in the attached Exhibit A, and by this reference made a pari of this supplement.
The maximum amount payable under this agreement as supplemenled inclusive of all fees and other
costs is now $ !\Tn ",h",nr
I( you concur in this supplement and agree to the changes as stated above, please sign in the appropri'
ate spaces below and return to this offICe for final action.
~j.:
Sincerely,
Board of County OOmmiasioner~
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SUPPLfMfNTAl AGREEMENT NO 8
Project No, RIlO<;_?01 n (4)
Agency .1pff"p,.c.nn rnttn+y
Name of Project 'Q,,"otc D; "0" R..; fig" D",pl ~("ement, CRP 486
AlVeemenID~~9,-f 2(1 llpril IPEl2
Gentlemen:
The City/<;ounty of .]pffp,.<:nn
agreement entered into with. . Alph:t I='ng;n''lprc: Tnr
4 2t' e2 and identified as Agreement No.
All provisions in the basic agreement remain in effect except as exp.'essly modified by this supplement.
desires to supplement the
and executed.on
The changes to the agreement are described as follows: Whereas, . the County has found it
to be in its best interest and advantageous to ~e1ay the bid date of the
project.
Section I. SCOPE Of WORK, is hereby changed to reo1d No change.
H
Section V, TIME OF BEGINNING AND COMPLETION, is amended 10 change the numbers of
calendar/working days for completion of the work 10 read 1070 calendar days (through
March 31, 1985). The Consultant will be available "on-call" through this
period.
HI
Section VI, PAYMENT. shall be amended as follows:
No change.
as reI forth In the allached Exhibit A, and by this reference made a part of Ihis supplement.
The maximum amount payable under this agreement as supplemented inclusive of aU fees and other costs Is
now S No rhAngp
If you concur in this supplement .nd agree to the changes .s sl.ted aboye, plea5e sign in the appropriate
spaces below and return to this oUke for final acllon,
Slncerely,
~ .. .o-~OJv\ \L, ~,"-, -
Consultants ~~
Prakash V. Limoye, P.E., esident
Alpha Engineers, Inc.
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h1~ ALPHA ENGINEERS INC.
UU~ CIVIL & STRUCTURAL ENGINEERING CONSULTANTS
320 ANDOVER PARK EAST, SEATTLE, WA 98188
(206) 575-8299
TRANSMITTAL MEMORANDUM
To:->lHferson County
Date: September 18. 1984
nppa rtmpnt of PI/b 1 i~.ks.--..
Project: Ol/eets River Brid9p
r.ollnty r.nllrthnlJ~p
Our No.: OB50-07 -01
Port Townsend. WA 98368
Your No,:
Attn: Mr. Brian Shelton, P.E.
We are sending you IlO enclosed 0 under separate cover via
o Prints 0 Originals 0 Reproducibles 0 Other
o Shop Drawings 0 Design Drawings 0 Sketches 0 Other
the following
of
No, of Dwg, or Other Latest Prepared Title or Description, Remarks
Copies Number Date By
2 Supolemental Agreement No.7
OUR ACTION: 0 REVIEWED 0 NO EXCEPTIONS TAKEN 0 NOT APPROVED 0 REJECTED - SEE REMARKS 0 OTHER
REQUESTED ACTION: 0 Review and Comment 0 Approve 0 Make Corrections Noted 0 Revise and Resubmit 0 Other
OUR REMARKS:
Per vour request, we have prepared Supplemental Aqreement No.7.
Two original signed copies are enclosed for execution. Plpase
return on" executed copy to liS for our files. Thank yOIl for
YOllr cooperation.
FIRM
ATTN,
ENCLOSURE
(, A~rIHA BNQINll!ns. INC,
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SEP .1!) 1984
. JEFFERSON .COUNTV
:ENGINEERS .OFFICE.
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SUPPLEMENTAL AGREEMENT NO. 7
'Project No.
Agency
Name of Project.
Agreemenl _
BROS-2016(4)
Jefferson Countv
QueetsRiver Bridae ReDlacement, CRP486
n.tpd ?6 April 19B?
Gentlemen:
The City/County 01 Jefferson
agreement entered into with A1Dha Enaineers. Inc.
.4-?6-B? and .identified as Agreement No._
desires to supplement the
and executed on
j
All provisions in the basic agreement remain in effect except as expressly modified by Ihis supplement.
The <.hanges .to Ihe agreement are described .as follows: l~hereas, the County has found it
to be in its best i nterest.and advantageous to delay .thebi d date of the
proj ect..
Section I. SCOPE OF WORK. is hereby changed to read No change.
/.
II
Section V. TIME OF BEGINNING AND COMf'lmON. is amended 10 changelhe numbers of
calendar/working days for completion of the work to read 980 cal endardays (through
December 31, 1984). The Consul tant will be avail abl e "on-call" through thi s
peri od.
III
Section VI, PAYMENT. shall be amended as follows:
No change.
as set forlh in the attached Exhillit A, and by this reference made a part oflhis supplement,
The maximum amount payable under this agreement as supplemenled inclusive of all re:!s and olher cosls is
now $ 381.614.43 , ' .
If you concur in this supplement and agree to the changes, as stated above, please sign In the approprlale
spaces llelow and return to this office for fln.1 action, .
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Consultanls 5 nalure
Prakash V. Limaye, P.E.,
Alpha Engineers, Inc.
Sincerely,
By: Board of Commissioners
Chairman
sident
Member
Member
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SUPPLEMENTAL AGREEMENT NO.7
Project No,
Agency.
. Name of Proje<l
At;reemenl ,.
BROS-2016(4)
Jefferson County
QlleetsRiver Rridoe Reolacement, CRP 486
natpd ?6 April 19B?
Gentlemen:
The Cily/County of Jefferson
agreemenl enteredinlo with Aloha Enoineers. Inc.
4-?6-8? and identifiedas.Agreement No,
desires to 5uppiement the
. and executed on
All provisions ill the basic .agreement remain in effect.except. as expressly modified by this' supplement.
The changes to the agreement are described as follows: Whereas, .theCounty has found it
to bein its best interest and advantageous to delay the bid date of the
project.
Section I, SCOPE OF WORK, is hereby changed to read. No' change.
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Section V, TIME OF BEGINNING AND COMPLETION, is amended to change Ihe numbers of
calendar/working days for cOo11plelion of the work to read 980 calendar days (through
Dec.eniber 31, 1984). The Consultant will be available "on-call" through this
peri od.
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Section VI, PAYMENT, shall be amended as follows:
No change.
o
as set forth in the allached Exhibit A. and by this reference made a pari of this supplement.
The maximum amount payable under this agreement as supplemented inclusive of all fees and other costs is
now $ 381.614.43 , '
If you concur In Ihls supplement and agree to the changes. as stated above, please sign In the appropriate
spaces below and return to this office for final action. .
Sincerely.
~y: Board of Commissioners
Chiii rman
Consultants SiBn.,ure
Prakash V. Limaye, P.E.,
Alpha Engineers, Inc.
esident
Member
Member
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SUPPlEMENTAl AGREEMENT No. 6
Project No,
ASency
~me of Project
Agreement.
BROS-2016(4)
JeTterson County
Queets Rlver Brldge Replacemell.., eRP 486
Dated 26 April 1982
Genllt!men:
The cZl!V/Gaurllyof Jefferson
'.agreement entered into with Alpha Engineers. Inc.
April 26 andidenlifiell-:u ,Agreement No,
All provisions in theb.asic :.agreementremairdn effect except u expressly=odiflC!d by this ~t.
-desires to sup~tthe
-and exl!CUted on
The changes to theagreement.ue 'describedas foUows: Whereas the County has found it to be
in its interest andadyantageous -to have the Consu'ltant on-call until the con-
struction contract is awarded.
Sectionl,SCOPE.OrWORK.isherebychangedtoread as follows: page B8 is added to reflect inclu-
sion of scooe for assistance durin biddin rebid conference reconstruction
conference. and to be ava il a e on-ca t roug .awar 0 cons ruc lon cent ract,
D
Section V,TIME OF BEGINNING AND COMPLETION,;s amended to change the 'numbers of
calendar/working days for completion of the work to read : 948 calendar days (through Sep-
tember 30, 1984). The increase is to allow sufficient period for review by
the County and Washington State Department of Transportation and to allow the
consultant to be on-call until the construction contract is awarded. '
01
Seclion VI. PAYMENT, shall be amended as follows:
~~oaoes A-19 throuoh A-21 are included for additional work.
as sel forth in the atlached Exhibit A, and by this reference made a pari of this supplement.
The maximum amount pavable under this agreement as supplemented inclusive of an fl!l!s and other costs Is
now S 381,614.43 , '
If you concur In.this supplement and agree to the changes as stated above, please sign in.the appropriate
spaces below and return 10 this office for final aClion.
Sincerely,
By: Board of Commissioners
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,SUPPLEMENTAL AGREEMEN:r;NO.6
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.Direct 5alary Cost
OverheAd
(ncluding 'PAyrollAddilives)
Direct. Non-SAlary Costs
Net Fee
Subtotal
Contingency
TuTAl
'8Mic,~t
.i128 :396.60
147 757.12
44,685.00
40 855.7!
$361 :694.43
11 ,000.00
$372 ,694.43
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:5upplementlY
$3iJ.~
3,998.00
490.00
1.100.00
8,920.00
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$ 8,920;00
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$131 ;728 ~60
151.755.12
45,175~00
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5.0 cADDIT10NALSERVICES
ihe 'P.5&E ,has ,been reviewed :bythe WSDOT 'llnd:su,ggestedchanges . have:been
made. Additional services 'are anticipated .as 'follows:
'5~1 'Revision.to ,ContructionTime 'Analysis 'isrequired :becausethe bid
date 'has :been:tentatively :changed :formApril,:1g84, :to'JLily,.l984.
'5.'2 Assistance 'is r.equired 'in updating 't!te-permits'for-two reasons: (1)
'duetochange in 'anti cipated:biddate,'and ,(:2) .to-provide :cofferdams
versus :sandbag 'option 'and .work 'brid,ge'versus :matt:option.
:5.'3 'Bid 'proposals have to be revised ,to include 'alternateitems 'in:5.2
above.
'5.4 '"On-'call":to'answer 'p'~ospective:bidder '5 :questions'and 'preparation
'of 'addendums.
'5.'5 :Attend'pr.ebid conference.
:5.6 Attendance at bid opening 'and 'assistance 'in :bidevaluation 'and
. award.
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'5.B :.Attendmeetings with MSODT . State 'Aid 'Distrlct'3, 'and 'County 'as
'needed.
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(j ,UPPLEMENTARY 'AGREEMENT . NO,. 6 ()
::.so.T ..,A,-
AN4l.YJII5., OF ,m ,'fOIl':INClNIEBIlNG:5ER\IICES
:Direct:SlallrV.COSI.......................................................... .....;$
. Overbe&dCosl (ndldirw
-pavrall.additive)........................ ,?n n '~ "S
;Sub, .ctal '5
'NI!I Fee...;............................... _............ .......... ......... ._..~
3.332.00
"lqqR no
7..330.00
"1;100..00
,Din!cI"Ncn-5aIIry.CosI:
~, ,.~r.>dpert:loem..................;1 90.'D0
,iI. ;R~eocpen5lIS...............;!'6. 40n_oo
c. .~~",,-~...................;S non
.d Outside CClnSlllUnIs.. ...... .. .... .. . .. :1 n '0(,";';_
.~, OIherlSpeocify) .......................S__~ll_
"To\OI! ';$490;00
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0.00
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:EXHIBIT '''A''
l!REAKDmlN.oF :llVERHEAU:COSTS
J... fleA '. _ -. _ '. .. '. ,. .. - - - '. . . - - . - .. . - - .
,2. Unemploymenttorilpensation -- - - - - - . - . '. ,. - -
:3. Jndustrlal lnsurllnce .. - . '. '. - - - - . ... .. - . . -
-4. tompanylnsur,ance and Medical .('Par.tnership Insur.ance)
:!i. Vacation. :tioTiday-andc.Sick :leave _ _ _ . ... - - . - -
'ii. eState '~O "Tax .. ,. .. .. .. .. . - - .. - - - '. - . . - -
7,. Insurance (l'r.ofessional .liability -and .tmnpr.ehensiv.e) '.
8. AdministratioTl-and -Tiflle' Unassignable ..
':9. :Pr,i!'d:.in9. ,Stat.ionery :and :Supplies -~ - ~
'10. 'Travel:'Not 'Assi.gnable . - . - -. '. - - -
11. Tt!lephone -and 'l'elegr.aph 'Not 'Assignable .
12. 'Flf!es. :Uues. .'Profess'ional :Meetin.gs
13. UtilU-ies-and'Maintenance - - ,.
14. 'Rent ,. ,. _ ,. -. '. ,. '. '. '.. - -
.15. Rental .'of :Equipment .. '. .. ....
lii. Office'MisceTllineous. l'ostage
'17. 'Profess 10nal :Services
'TOTAL -. .. ,. '. '. .. ,.... -. "
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'3.'5%
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.3.7%
4.3%
48.0%
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:2.:2%
3.4%
1..3%
1l~'6%
:12.-5%
0.4%
:1.2%
2.4%
120.0%
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DIRECT 5lUARY COST:
l'ersonneI
Principal
Project Mana.!jer
Desi.gn 'Engineer
,Secret'ilry
DIRECT -NON.SAlA.V COST:
Travel and Per Diem
'Per Diem -
",r Travel -
300
Ferries .
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SUPPLEMENTAL .AGREEMENT NO. 6
.DH8fT "'AN
BIIEAICDOWN OF D!RECT :5AIA1lVAND "":0 'NON:S4lARY COST
<AU! HouIs
:60
:60
:30
20
Jlales Df P.ty
$24.'50
$20.20
'$l:6~OO
'$ 8.'50
TOT:\L
weeks .(a S
Trips reS
ears (il
months
-miles fe.S 0.20
...,.....".......... 5
S
:per month Cll
Office and Equipment
Rent. . . . . . . . . .. '5. -per1'l1onth .Iil _ months S
EquipmenlRental ',S__per month Iil months S
Reproduction.Expenses .. .. .. . , , .. . , .. . . , .. . , .. , .. . , .. .. .. .. .. .. . .., .. .. .. . , , .. . S
CommunlCalion~ .....,.............. "...,.,................................. S
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.$ 1~470.00
1~212.00
480~00
170.00
$ :3.:332.00
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SUPPLEMENTAl AGRtEtlEfiT NO. 5*
BR05-20I6(4)
.:JettersOl1 (;'Ount~
Ouee1:S .hver 8r1dCle Reolacement. CRP 486
Uat.@d261:tt Anr;l 1982
fllotect No.
~
NIrM ofPrDjzcl
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A111>'O~ ... the II8c .-- --. in.-.a .,... _ ~ flIDlffied ..,. tIliI ~.
1'he d>onlleS to _ ..-. _ ~ ....!aIciwJ:
lIIh",~as. the County has found it to be in its best interest and advantageous
to have administrative services provided in conjunction with right-of-way
~c~uisition. now t~refore. I
~""orl SC~OfWORk,6f1ermydllntledlofRd as follows: Page B-7 is added to
refl ec1. i ncl usi1>n of administrati ve serV1 ces for r11lnt-of-wav aCQU1 s1tion.
.
Se~.o-, \ iillllE Of Bl:ClN'\IINC AND COIII\PUTIO!\;. 'S .,.,~dt1d to c~e ti>t' no.mbt'rs of
UIe-CO' ..orklM/l di\'S tor completIOn of the worlclO <e.d
790 calender days. ihe inc~ease is to allow sufficient time for right-ot-way
acquisition follOl<ling federal-aid procedure!> and to llenni1. changes to be made
1.0 P5&E should they be necessitated.rs a result of right-ot-way negotiations.
~tt;m VI, "AVMENT. IhIiI De ..-nended ~ foaows,
Add1tional pages A-lti through A-IS are included for additional work.
a S.1 forth in Ihe .aucbed &hbIl A...ci !)y sbIl reI~ m.edr . SM" of this fI4IPlemenI.
'The ....1lIIlUTI_JMlVM* ....1!Iil...-nent ~ ~ed incIulM 0111I fees ~ 0Iher CIIIlS i5
_ J 372.594.43 ,
II \'llU ___ in tIliI....-.rId... to'" duniH Q5 _eel 1IbcMr. pIe/M........... ~
.1I*ti bIIow .rid -- 10 .. ~ foI finII .aion ). vN-- (, I
. ~,~,,;J:.) 9f3
2k ~__ . ~ / By: Board of Courity COIIIIlItssioners
.,..v~L4C~~~ 0044 ~.
~~_V. ~~,(,V//d4AL ----
David tefming. P.t. 0002 /... ..t:..~ j
Vi~e President ~~
1 C Member u. .~
~ ~.
Attest:
t...,
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-1~~'ude5 oaae~ r:-2. 6-7. A-16. A-I'. A-lB.
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ORa s.JIn, ~I
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~ P_oII~)
t)ir<<t ~' Costs
He! fft
Subtotal
--' ..lit'
5111WtYGf PAYllEllTS
BASIC AGREEMEIIT
(lnc1.SUpl. 1-4)
S11R1:ug ..00
144 1M nn
"
Contingencies
~...&L
$363.274.00
0.00
'9.420.43
TOTAL
$J:?8A396.60
147.757.12
44,685.00
40.855.71
361.69443
11,000.00
372.694.43
.2 975.00
~9 :850 .00
~5'2 274~OO
SUPPLEMENT #5
$3,047.60,
3.957.12
1.710.00
~:~~:~~
GRAtn TOTAL
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5.0 ADMINISTRATIVE SERVICES fOR RIGHT-Of-WAY ACQUISITION
5.1 Detailed Scope of Work
5.1.1 Administrative services to include. but not be limited to. the
following:
1. Appraisal coordination
2. Preparation of certification letters for execution by County
3. Preparation of right-of-way project analysis
4. Preparation of federal-aid requirement checklist
5. Coordination and supervision of right-of-way acquisition
6. Coordination and supervision of construction permit acquisition
7. Coordination with Bureau of Indian Affairs (BIA). WSDOT. and
County
8. Progress reivew meetings withBIA, WSDOT. and County
B-7
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~YSIS. Of Rf . fOR 1NGII\EBIIN(;5B\11C15
EXHIBIT -/Ii.-
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Drect~ry.Cosl...... ................. ............... .... ..... .................$ 3;0.47.60
Overhe~ COlI (~
peyrol ~ives)... ........ .............
120.0
Slb-TGUI
5 3 ,657.12
$ 6 ,704. 72
Net fft.,.................. ............... ....... ......................... ......$ 1.005 :71
"Dir<<1 Non,Silary. Cost:
., T"vel .nd per diem . .. ... .. .. . .. .. .. .;$
b, Reproduction expem.--s ................S
c. Computer e.pt'llw . . . . . .. . . . . . . .. . .. ...$
d, Outside consuk'"IS. . .. . . . . . . . . . .. . .. ..$
e. Other (SpE'<if~') .. .. . . . .. . .. .. .........5
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200 ...00
0.00
O~OO
500.00
51 ~710.00
.Sub-Tol.1
.Conllflgc"nclt')
CRA'ID 101"l
A-16
15%
S 9.420.43
S 0.00
J 9 .420. 43/
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EXHIBIT "A"
.BREAKDOWN .0FOV.fRHEAD .COSTS
1.
2.
3.
4.
5.
6..
'1.
8.
9.
.10.
ll.
12.
13.
14.
15.
16.
17.
F.lCA .... ,.a ._ .. .. _". .. ,_ ,e ,-,a ,.. .. ,_ ".'. ,_ .. .. ,a .. ... .. .. .. .. ,.. ..
Unl!lilPloyment .Compensation .. ,.. ... .. .... ... .. ....
,Industrial '.Insuran~ ..... . .. .. ,.. . ,. .. " ... .. .. ..
.Company :Ins.urance ,and :Medical . (PAI',tner:ship :Insur..llnce)
Vacation, . Holiday. and :Sick..Leave .. ... .,. ,. ,. ,. .. .. ,. ..
:.:.:.State :8&0 '~Tax _a "a ..... __;,a .... .... '._ ,. ....,. "a ,-,- .. ~...,.,.
Jnsur.ance(flrofessional.Liab111i;,)' .andComprehensiY.e) ..
Admin tstrat ionMdTime Unllssigi'lab le
Printing, .Stationery,and .:Suppl1es .... ....
'Travel Not Assignable .. ,. ,. .. .... .. ..
Telephone :lInd 'TelegraphNotAssi,gnable
Fees, .Oues,Professiona1Meetings ,
Ut 11 ities.ilndMaintenance ...
.Rent. ,. ..... . ..... . ,.......
Rental ,of .Equipment. . . . ."
Off1ceMiscel1aneous, Postage
Professional .Services
.10:3%
:3~1S
.0..31
.3.5%
'13~5%
:3.n
4.~3S
48.01
.2~7%
.2 .2%
:3.4%
'.1.3%
0.6%
.12..5%
,0.4%
1.2%
.~
120.0%
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TOTAL .. . ....
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.DIRECT ,5A1AIlY ,COST:
P-'
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Civil Project Manager
'.Des ignEngi neer
.Secretary
$19;23
$14.50
S.8.00
TOTAL
$2,307,.60
'580..00
:160.00
$3,047.60
:120
~O
,20
DlRECTNON.S4lARY COST:
Tr.vel .Ine! Pp,Dpm
Per DIem - 8
Air Tr.\'el - ,
3 Rental s
2.000
S 40;00
.! ---18 .88
................... S 3?n nn
, .., ~~; ;';~~;h ,ach' s 1~B.88
.................... s 500.00
TOT ^L S 1.010.00
weelcs(g.
Trips (g.
~_ urs (iI
IlIIX'lhs
rno.st> S 0 .25
OIIice Ind Equipment
IItnl......,.... S perrnonth (g. _months S
Equipmenl Rftltll 5 per month (g. _ months 5
Repr~~E~MS .................................,...........,. S
Communic.11OnS ,..,....................,....................,.,.",., . , . , . . . . .5
200.00
500.00
TOTAL S
1.710.00 ~
A-18
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SUPPLEMENTAL AGREEMENT No. 4 *
Project No.
Agency
Name of PrOject .
Agr~t.
BROS-:2016(4)
Jefferson County
~IPP~~ -R1vPT Rrinop R~nlacement, CRP486
1'l;:tt"pn 26rh Anr~'~ 1 qA?
Gentlemen:
'The~Countyof Jeftj:rson
~greemententered into with AlDha EnRineers. Inc.
April 26 and identified .~ .A8reement No.
All provisions .in the .bllsic :.eement r~ .in:etlect elCCept .~sexpressly mOdified by this S<.?pIement,
desires 10 supplement the
.00 .exeaned on
'The ctwlges to '.the lISJ'eement are cle5c:iilx-d IS foDows: Whereas the County has ;: oj,mdit .to be
;i.n;i.tsinterestand advantageous.to have alternate designs in steel, and concrete
$uperst~ucturesinthe contract documents .for bidding, now.therefore)
SecttonI.SCOPEOFWOR".isherebYcNnlledtore~d as fnllows, P""es B-5 .and B 6 are added
.to -reflect inclusion of sco for re rin 'final lans s ecifications and esti-.
mates for the steel late Il:irder alternate SUDerstructure desiRn in Phase lIB.
p
Section V.TIME OF BEGtN"lING ANO COMPLETION, is ~mended to chang.. the numbers of
c~l..ndar'workin~ d~ys for compl..lIon of the work 10 read 730 calendar days. The increase is
to allow sufficient period for review by the County and Washington State Depart-
ment of Transportation. The plans shall be submitted for review no lat~r than
60 calendar days.
!JI
Sec1ion VI, P...VMENT, wI! be Imended ~s follows.
Additional DaRes A-13 thro1l2h A-15 are included for additional work under
Phase II. PartB.
IS iet forth in the .1liCned exhibit ..., ..nd b\' this relerence mad.. I par: of Ihll supplement,
.
The mlJCirTuon IMOU'lt ply.1M undel' INs 'S'HmenI ~s iUppllmlenled inclulive ot In fees .nd orher costS 1$
now S 363.274.00 ,
If you concur i't this supplemenl II\d .gree to the chanSel IS Silled .bov~, Pe'H' sian In the .pproprille
spices below and ffIlUl'n 10 this oflice fOf fmal .ctlon.
~~elk
President
Sincerely,
9 of '~"f_:
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Member
A-I~. A-14. and A-IS.
9 ;.'.(,: [; O~91
~r-"~2.";:;<E~~".:~'!~
"1 ~,..l '1ftpQ t""CfI'q-r;"' 2 I R-5, 8-tl.
VOL
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SUPPLEHE:NrAL AGREEMERI' .NO.4
.E>>tJI!IT -A-
SUMMIIIlY OF PAYMl!NIS
,\
40.195.00
23.035.00
8220 .s7R 00
11,000.00
$231,578.00
5&lpplement 14-
S '50 QJ;'; 00
61 146.00~
2,780.00
16,815.00
S131.696 ,00
0.00
$131,696.00
iaW
$125 j4Q.00
144. 00.00
42,975.00
39 850.00
S352:274.QO
11,000.00
$363,274.00
" '
.DirectS.1ory Cost
Overhead
(nd<:dW1g Payroll Additives)
:Oirect No,...5alary Costs
Net Fee
1"oulSubtotal
Contingencies
TOTAL
B.1sic A1Veement
S '74.394~QQ
A? QJ;!. 00
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4.0 .PLANS, SPECIF~CATIONS AND ESTIMATES FOR
ALTERNATE STEEL PLATE GIRDER SUPERSTRUCTURE
The rollowing scope or work .is based on the design or a steel plate girder
bridge (using weathering steel) and cast-in-place deck. The spans w~l .be
153'-266'..,2'66'-153' or identical to "the concrete alternate being designed
by the consultant.
1l.1
4.1.1
Detailed Scope or Work
Project ManaRement to .include contract administration, progress
.reports, and meetings with County, in-house coordination meet-
ings, and review.meetings with WSDOT and County.
Preliminary Desir,n to determine type or pier (tape~ed or mush-
room),spacing or gi:-ders, splice locations, and :!'oot.ing eleva-
tions. Finalize :!'raming concepts.
4..1.2
4.1.3
Final DesiRn of the roadway and bridge between Station 21+00 to
Station 52+00.
Prepare .the following drawings:
f'\
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1.
2~
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
Summary of Quantities
Structure Notes
Pit Sites or Reclamation Plan
Quantity Tabulation (Fencing, Guard Rail, Etc.)
,South Approach
North Appt:'oach
Drainage Profiles
Sign Specifications
Detours with Temporary Connections
Construction Sequence (Project)
Construction Sequence (Bridge)
Bridge Layout and General Notes
Foundation Plan
Pier (11
Pier (12
Piers (13 and (14
Pier 05
Wing Walls
Framirrg Plan
Framing Plan and Cross-Section
Main Girder Elevations
Main Girder Elevations and Camber Diagram
Main Girder Details
Crosshead Detail~
End Cross Frames and Interior Cross Frames
Bottom Laterals
Bottom Laterals
Dock Plan, Pier 11 to 03
Deck Plan, Pier 03 to 05
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4.1.13
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4.1.15
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30. Cross-section Through Deck l'our.1ng Sequence
31. Expansion Joint System at PJ.ers #1 and '5
32.. BearJ.ng DetaUs and Notes
33. Tra1't'ic BarrJ.er P~an
34. Utllity Suppo;>t Detai~s. Miscellaneous
35. BarLl15t
Prepare amendments to Standard Specit'ications per .WSD01' General
.Sp~ia1l'rcv.1sions.
Prepare construct:l.ontime anaJ,)'15.1s per BrJ.dgeDes~Hanual and
in consu1tation with contractors ~:1kely to bid on the jOb.
:Prepare datailed ,q!~ntit.1es.
-'
Prepare construction cost estimates.
Submit eight (8) sets or drawings and two (2) sets ot' specit'l-
catioDS,C~lst estlmates,and construction time analysis.
ProvJ.de aervices as requested during the bidding perJ.od.
Soilsc~est1gationwork perrormed by concrete alternate will
be used t'or .steel alternate. Some consultation with .soils
subconsu1tant will be necesscry.
Revisions by County.
RevJ.sions by Department or Transportation.
Coordinate .concrete and steel alternates, plans, special provi-
sions, and design.
Three (3) site visits required per contract.
Quality control.
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Direct SaIiIry Cos:. . . . .. ..... . .. . . . .. . . . . . . . . . . . . . . . , . . . . .. . . . . . . . . . . , . _ . . . . .. . . . . .5
OII-erhead COSl (ondudng
~yroIIaddilive)_....................... .
120.0
$
50.955.00
61.146.00
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ANALYSIS Of Rf FOR fNGINEEJlINC lBVICES
5ub-7otal
5--112 101 00
Net Fee.. .............. ......H.............. ..................................$ 16,815.00
Direct Non-Salary Cosl:
a. Travelandperdlem ...................$
b. Reproduc1ion expenses .;.............. $
c. Computer expense-.. ............ .. . .. .$
d Outside consultants.. .. .. ; .. . .. .. .. . .. . $
e. oiher' (Specify) ....................... $
TOlal
780
] 000
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GRAND TOTAL
5 131.696.0q,_______
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EXHIBIT . A.
BREAKDOWN OF OVERHEAD COST
F1CA .. .. . .. . . . . . . . .. .. .. . .. . . . . . . . . . . . . .. . . . .. . .. . . . .. .. . . . . . . . .
Unemployment Compensation ...................."................
Medical .Aid and Industrial Insuranc:e...........................
Compa:ny Inl!!uranc:e and Medical _.. . . . .. . . . . . . . . .. . . . .. . . .. . . . . ..
Vacation. Holiday and S1c:k Leave......... .'. ... .. ... .. .. .. .. .. ..
StateB . 0 Tax ................................................
Insurance .......................................................
Adminhltration and TimeUnassiSnable:..........................
Printins. Stationery and Suppl1<es ..............................
Travel Not Assignable...........................................
Telephone and Teleglraph Not AssiSnable.........................
Fees. Dues. Professional Meetings..............................
tltiUties and Maintenance .......................................
Rent... . . .. ..... . ... ....... .. .. . . . .. . .... .. . .. ........ .. ... . .. .. .
Jlental of Equipment.............................................
Office Misc~llaneous. Postage....................................
Professional Services . .. . . .. . . .... . . ... . .. .... .. '" .. . . . . . . .. .. .
10.3'
3.71
0.3'
3.5'i
13.5'
3.71
4.3"
48.0'
2.71
2.2'
3.41
1.3%
0.611
12.5'
0.41
1.21
8.41
,',
TOTAL
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EXHIBIT MAM
IREAXDOWN OF DIRECT SALARV AND DIRECT NON SALARV COST
omECT SAlARY COST: ,/
Personnel Man Hours Rates of POly Es......ted Cost
Principal 400 $22.80 $ 9,120.00
Project Manager 500 $18.00 9,000.00
Project Engineer - BrjDges 350 $17.30 6,055.00
Proje<:t Engineer - Iloads 120 $20.00 2,400.00
Design Engineer - Bridges/
Iloads 1000 $14.50 14,500.00 "
Draftsman 940 $10.00 9,400.00
Secretary 60 $ 8.00 480.00
TOTAL $50.955.00
-
. DIRECT NON.SALARY COST:
Travel and Pet Uiem
Per Diem - 8
"ir Tra,'el - 2
3 rentals'
~
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140.00
120.00
150.00
50.00
780.00
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70.00
40.00/..""h
. weeks II! S
Trips (g S
Drs (g $
months
miles ({r S
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~S
Subtotal $
600
Ferries
Office and Equipment
Rent. . .. . . . . . .. S per month ftt _ months S
Equipment Rrnl..l S per month CiI __ months S
ReproductIon Ekpens.s , .. . .. . , .. . .. .. . .. . . , .. . . , . .. , , . .. . .. . , . , , , . , .. .. .. . . .. , . S
Comm..nlc.llon~ ...... , . . , , , . , . . . , . . . . . . . . . . . , , . . . . . , , . . . . . , . , . . . . , . . . . . . . . . , . S
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1.000.00
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SUPPLEMENTAL AGREEMENT NO. 3
Project No.: BROS - 2016( 4)
Agency: Jefferson County
Name of proj...:.:t: Queets River Bridge. CRP 486
Agreement: Dated April 26. 1982
Gentlemen:
The County of Jefferson desires to supplement the agreement entered into
with ,Alpha Engineers. Inc. (formerly Alpha Engineers) and executed on
April 26. 1982 and identified as Agreement No. ---
All provisionr. in the basic agreement remain in effect except as expressly
modified by this supplement.
The changes to the agreement are described as follows:
1
Section I, SCOPE OF WORK. is hereby chanSl'd to read: NO CHANGE
II
Section V, TIME OF BEGINNING AND COMPLETION. Is amended to change
the numbers of calendar/working days for completion of the WO<'K to. read:
NO CHANGE
Section VIII. CHANGES IN WORK: Whereas the County has requested the
Consultant to revise previously satisfactorily completed work for the pur-
poses of discussing with the Washington State Department of Transporta-
tion and Federal Highway Administration l1t1d whereas the County requested
the Consultant to attend additional meetings with the State and Quinault
Tribal Council and whereas two additional drawings were prepared by
the Consultant to Incl ude the beginning and end of the project beyond
the bridge length. now therefore this supplemental agreement No. 3 Is
executed to revise Section VI. PAYMENT as follows.
III
Section VI. PAYMENT, shall be amended as follows:
The maximum amount payable under this agreement as supplemented Inclusive
or all fees and other costs Is now $231.578.00
If you concur In this supplement and agree to the changes as stated above.
please sign In the appropriate spaces below and return to this office
for final action.
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IUMMMY Of PAYMENTS
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Direct .5IIary .Cost
Overhud
(..c:IucqPayroI Additives)
Dirl!Cl Non-SaJ;zry Costs
Net Fee
Subtotal
Contingencies
IIasic: ~l
72.541.00.
81.027.00 i
39.695.00 ,
23,03~.00 ,
5upplemenl 113
1.853.00
1.927 00
ToW
74'l<l4 00
R:; Ql;.1. no
500.00
0.00
40.195.00
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TOTAL
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11.000.00 /
227.298.00
A ?a? nn
0.00
11.000.00
4.280.00
231,578.00
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~-Bu... .,.,..J .5"7:rJ.d-.f~
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IJ. t!'.J!!U411lJ1. JW11A~b1
Member ~
Consultant's Signature
Prakash V. Limaye. .P.E,
Pmsiden t
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SUPPLEMENTAl.. Ac.RfiMENT NO. 2
ProjKlNo. BRCS -2011.t4\
AaenCY Jefferson ~ountv
NameofPro,en Oueets River
"Ween12nl dated 26th Aorll
Brid"e. CRP 486
1"182
Qmllemen:
~_Carcyof Jefferson
-areemententlftdnowilh Aloha En'dn....rs. Inc
AnTil 26 8ldicll!nlllJeCl..~~. ---
desires 10 ~!he
tformertv AIDha andexea.aedon
Engineers) .
AI proviIiDni ft the bI5ic ....e.-. nmain in elect except . ecpre5IIy JilOlIfied by .. ~.
~ ~ ION .....,..,. _ cIescrblId .. foloM:
"
Sectiani.SCorfOi'WORK,ilherebychansed-- ~s t"'ll"'w,,' Pa"e R-~ i~ ..",nl.."..d
by pages B-3 and B-4 to reflect inc us on of scope for preparing
fin,,) 'plans,___specl!lcations and estimate.
.
SeC1ion V. TIME OF 8ECl'N1NG ...NO COMPlETION. is amended 10 c:hans.. the IUl1bt!ri 01
Cllendar1working ~y, lor compleuon olllle wor~ to ,..ad 450 calendar days.
.
s..ction VI, P"'VMENT, wn be .mended . loIle>ws
Additional naRes A-7 thru A-12 Itore Int:]"d~t1 f'n" wn....\t 11""""'" P",..t R
Ji!i..~.11H!' oTiainAl c:~nt";IIt"'t Also. ParaRraph 4 of Section VI Davment on
Page' 6 of original contract Is hereby deleted. .
The 'T1IxilTlUlTl amounl plylble ~ 1M IS'HlMflI I' wppIemenlltd inckAive Olllllft\ and orner COlli is
no... S 27.7. 2C1R .
If yOU concur in !h, ~I and IS'e. 10 !he chanSH I' ..I.ltd above. ple.w ..., inlhe appropriale
Ipl,es.below and 'eturn 10 tM oK"e for '1IIIIICIIOn
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'onSLI~.nfJ 5<<""~
Prakash V. Lfmaye
President
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'5lJMMAIlY Of PAVl'lilfNTS
,\
.DireclSllary .Cost
Overi1ud
(includq . Payrall Additives)
.Direct Non-SaJ.ry Costs
Net fee
'.1HfAf Sub Total
Contingencies
Basic: ~
17,958.00
18.694.00
26.042.00
5,498.00
68.192.00
3,600.00
5uppIement , 2
54..583.00 ,/
62.333 00 ~
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72.541. 00
8] .027 .Jl0
39.695.00
23.035.00
216.298.00
11,000.00
'l
,
13.653.00/
'17,537.00 ~ ,;, "
148.106.00
7.400.00 ' '
TOTAL
71.792.00
155.506.00
227,298.00
.....
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EXHIBIT "B.
PART B - Plans, Specifications and Estimates
The following scope of work is based on the design of a concrete
bridge using hammerhead and prestressed concrete girder combina-
tion. The spans will be approximately 153'-266'-266'-153', Piers
I, .'3 and 5 will be on piles. Piers 2 and 4 will be on spread
footings. Soils investigation is already performed near piers
3 and 4. This scope includes additional borings at Piers 1 and
5.
Detailed scope of work
Project Management to include contract administration, progress
reports and meetings with County, in-house coordination meetings,
liaison meetings with soils consultant, .review meetings with
WSDOT and County.
Meet with Quinault Indians for permits.
Prepare permit applications for Quinault Indian Fisheries.
Develop project' design criteria - loading,vertical clearances.
Preliminary Design to refine length/weight of hammerhead, length /
depth of prestressed concrete girders, cr.lumn sizes and feasibil-
ity of using precast hammerhead. '
Final Design of the roadway and bridge between Stations 21+00
to Station 51+50.
Prepare th" followi ne drawings:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
Cover sheet with vicinity map, location plan
Index of drawings
Summary of quantities
Structure notes
Pit sites or reclamation plan
Quantity tabulation (fencing, guard rail etc.)
South Approach
North Approach
Drainage Plan and profiles
Sign specifications
Dutour wIth temporary connection
Bridge Layout
Foundation Plan
Plor No. 1
Piers 2 and 4
Pier 3
Cast-in-placo h<lmmorhoad
Precast hammerhoad
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19. Pier.5
20. Wing Walls - Elevation and Details
21. Framing Plan
22. Framing Plan
23. Post-tensioning Tendon Profiles, Camber diagram
24. Prestressed Concrete Girder
25. Construction 'Sequence
26. End Di'aphragms at Piers 1 and 5
27. Intermediate Diaphragms
28. Traffic Barrier
29. Bearing Details
30. Expansion Joints
31. Utility Support Details
32. Bar List
33. Bar List
34. Demoli tion Drawing
3.1.4
Prepare Amendments to Standard Specifications per WSDOT General
Special Provisions.
Prepare technical special provisions.
3.1.5
Prepare construction time analysis per Bridge Design Manual
and in consultation with contractors likely to bid on the job;
3.1.6
Prepare detailed quantities.
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Prepare Construction Cost Estimate
3.1.8
Include reduced prints of existing bridge drawings.
3.1.9
Submit 8 sets of drawings and 2 /lets of specifications, cost-
estimates and construction time analysis,
,'\
3..1.10
Provide services as requested during the bidding period,
3.1.11
Soils investigation work to include boring at Pier 1 - 10' into
soil and IS' into rock; at Pier 5 - 25' into soil and 20' I.nto
rock.
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Hart-Crowser & Associates, Inc.
September 1, 1982
P-1314-02
Page 1
Attachment 1 - SCOPE OF ..ORK
A. Field Explorations
1. One boring would be advanced at each of the abutment locations.
2. Anticipated boring depths are outlined in Exhibit "A".
B. Field Engineering
1. The borings would be continuously observed in the field by an
engineering geologist or geotechnical engineer. from our firm.
2. A detailed log of the soil, rock and ground water conditions would
be prepared for each boring.
3. Representative samples of the soil and rock would be obtained and
transported to our laboratorJ for further evaluation and testing.
4. We assume that right-of-entry is available to the abutment locations.
Assistance may be required from the County or others at the Abutment
5 location due to property owner difficulties.
C. Laboratory Testing
1. Laboratory Testing would be accomplished on the retrieved soil and
rock samples for purposes of classification and providing basic
materials properties for engineering analyses.
D. Engineering Analyses and Report
1. Engineering analyses would be accomplished and a geotechnical
engineering report would be prepared to include the following
inr onna tion:
a, Description of the site including the location of all
field explorations,
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Septemb~T 1, 1982
P-1314-02
Page 2
b. Boring and test pit ~ogs with soil and rock descriptions, depth
to ground water, fie~d test data, etc.,
c. Results of ~aboratory testing,
d. Discussion and eva~uation of subsurface conditions,
e. Consideration of suitable bridge pier foundation support including:
Recommended design parameters for footings on rock (if at relatively
shallow depths) including allowable bearing pressures, depth to
competent rock at the exploration locations and minimum footing
dimensions,
Recommended design parameters for driven pile foundations including
suitable pile types, depth versus allowable pile capacity and mini-
mum penetration depths.
f. Lateral load criteria including passive resistance and coefficient
of base friction for footings, or lateral luad-deflection relation-
ships for pile foundations as appropriate,
g. Recommendations for preparation of footing bearing surfaces,
h. Recommendations and criteria for pile driving,
i. Lateral soil pressures against abutments,
j. Anticipated total and differential foundation settlements,
k. Assessment of bridge ~oundation construction considerations,
1.
Recommendations for roadway preparation including stripping,
Recommendations for cut and fill ::lopec :1lons the proposed roadway
alignment,
Recommendations for placement and compaction of structural fill,
Suitability of site soils for use as structural fill,
m.
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p. Suggest California Bearing Ratio (CBR) values for pavement design,
q. Recommendations for geotechnical services during construction phases
of the project.
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EXHIBIT . "A"
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ANALYSIS OF Fff fOR .fNCINUlUNG SERVICES
Direct Salary Cost. .................. ................ .............................5
Overheild Cost (1Ildudmg
payroll ildditives).. .. .. .. .. .. . .. . .. . .. .. . 11 4 "
51\.583
62,333
5
Sub- T olal
5 116.916'
Net Fee........................... .......... ....................>-C !;'.:.............. .5-l 7 .537
,\
Direct Non-Salary. Cost:
a, Travel and per diem ...................5 1,100
b. Reproduc1ionexpenseS ................5 1,020
c. Computer expense.. .. .. ... ..... ... . ..5 1, 000
d, Outside .consultants. . . . . . .. .. . .. . .. . . .. 5 .l.l!.J2 3 3
4!, Other (Specify) .......................5 0
Total 513.653
, ,
Sub-Total
*Contingellcies 5 %
5 148.106
S 7.400
CRAND TOTAL
5 155.506
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EXHIBIT HAM
BREAKDOWN OF OVERHEAD COST
fiCA. . . . . . . . . . . . . .. . . . . . . . . .. .. .. . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . .. . .. .. .. .. . .
Unpmpluympnl Comppnsalion . . . . . .. . . . . . . . . . , . . . . .. .. . . . . , . . . . . . . . . . . . . . . . . . . . .. . .. . . .
M..t1i<dl Aid anlllndu,tri.llnsur.Jnrt' ......................................................
c.:ulllpany In,urdm't' and Mt',kal ...,...............,....................................
Vac;;tion, Holiday andSick Leave............ ..... . ........ .... .. .. ..' ...... .. ...........
State B & 0 Tax. .. . ... .. . .. . . . . .. . . . .. . . . . .. . . . . . . .. . . . ... . .. .. .. . . . .. . . .. . .. .. . . ....
Insurance. .. . .. .. . . . . . .. .. . .. . . . . . . .. . . . . .. .. . . . . . . . . . .. . . . . . . . . . . . .. . .. . . . . .. . . . . . .
Administration and Tame Unassignable... ...... ..... ....." .. .... ..... ....... .. . . :..........
Printing. Stationery and Supplies .......... . . . . . . . . . . . . .. . . . .. . . .. . . . . . . . .. . . .. . . . .. . . . . . .
Travel NOt Assignable...........,............ ... ..... ... ........ ....... .. .............
Telephone and Telegraph Not Assignable....... ........... .. ........ ....... .. ....... ......
fees. Dues. Professiol...1 Meetings.. .. . .. .. . . .. . . . . . ..' . . . . . . . . .. . . . . . . .. . . . . .. . .. . .. .. .. . .
Utilities and Maintenance: . . . . ... .. .. .. .. . . . . .. .. . . . . .. . . . . .. . .. .. ... . . . .. . . . . . . .. . . .. ..
Rent. . . . . . . .. . .. . . . .. . .. . . .. . . ... . .. . . . . . . . .'. . . . . . . .. .. . . .. . . . . . . . .. . . .. .. . . . ... . . .
Rental ofEquipment . . . . . . .. . .. . .. . . . . .. . . . . .. . . . . . . . . . . . .. .. . . .. .. . . . .. . . . . . . . .. ..' .. ..
Offire Miscellaneous. Postage. . .. . .. . . . . . . .. . . .. . . . . . . . . . . . . . . .. .. . . . . . . . . . . . . . . .. . . .. . .
Prnlt',sional ~rvices . . . . . . ... . .. . , . . . . . . . . . . . . . . . . . . .. . . . .. ~ . .. . . .. .. . .. .. . . . . . . . .. .. . .
TOTAL
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EXHIBIT -A-
BREAKDOWN Of DIIlfCT 5AlAIlY AND DIRECT NON SALARY COST
DIRECT SALARY COST:
Personnel Man HoL!rS ~tes of Pay Estimated Cost
PRINCIPAL/PROJECT MGR. 480 22.80 10.944
PROJECT ENGINEER 1.060 17.45 18.497
DESIGN ENGINEER 996 14.50 14.442 ,.
DRAFTSMAN 1,000 10.00 10,000
SECRETARY 100 ".00 700
TOTAL $ 54.583/
DIRECT NON.SALAR~' COST:
Travel and Per Diem
Per Diem - 8
Air Travel - ~
3 rental
days
WMICCll
Trjp~ Cll
Car~ lil
monlh~
mile~ (iI S
S 40
S 70
40 each
S
S
320
210
120
350
100
1 .100
IIKSlJa'tttl Cll
..1.- 400
F"tn;ri'Js
.25
S
S
$
XllOnt
SUB TOTAL
Office and Equipment
Ren! , . . . . , , . , " S per monlh fG _ month~ S
EqUipment Rental S per month fG __ monlh~ S
Reproducllon hpen~e~ , . . , , , . , , . . . , . , , , . , . . , . . , . , , , , . , . , . , . , . . . , . . , , . , , , , . , , . '. S
ComrnunlCalion~ ." .E'h.OElIl, ..t, Computer.. , . ., .. , . , . ,. , . , , , . . ... . ". , , , . . ,. .. . S
o
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1.029-_
1,..MIL_
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P-1314-01
EXHIBIT -AM
ANALYSIS OF FEE FOR ENGINEERING SERVICES
Direct Salary Cost.. . .. . . .. . . .. . . . . . .. .. . . .. .. . . . .. .. . .. . . .. . .. . .. .. . , . . . .. . . , .. , . $
O.'erhead Cost (Including
payroll add/lives).... .. , .. .. , .. ,... .. .... 187. 9 '~, $
1.960
3.683
5.643
Sub-Total S
Nerfpp. .. . .. . .. , .. , .. , . .. . .... .. .. . . .. . ... .. .. ...., .. . . . .. ... .. .. , .. ., ... .. . .. . $
1.300
Diroo Non'Salary Cost:
a, Travel imd per diem..... . . .. .......:..$
b. Reprodudion expenses................$
c. Computer expense. . . . . . . . .. . . . . . . . .. . $
d, Outside consuhants....................$
e, Other (Specify) ..Suhcofltxacti'.......$
.'
270
225
3.095
TOlal
$~90
.~ ....r.:: {'.
Sub-Tolal
.Contingencies
s
s
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GRAND TOTAL
$
lO,S~~
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The above fee is based on the scope of work as outlined in Attachment 1.
'*Subcontract Exploration Costs
Nobilization and Travel Expenses $800.
(~ Boring B-1:
10 ft. Soil Drilling $150
15 it. Rock Drilling $630
Boring B-5:
25 f t. Soil Drilling $375
. 20 ft. Rock Drilling $840
Uriller's Per Diem $300
Total Subcontract Exploration Costs $$.lJ~5
llare-CroWBar & Associates. Inc.
September 1. 1982
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P-1314-01
[~HIBIT -A-
BREAKDOWN OF OVERHEAD. COST
9.8 G
~
3.7 0
~
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15.3 ..
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FICA. . .. , . . , . . .. . .. .. . . . . . . . .. . .. . .. . . .. . . .. . . . . . . . .. . . . .. . . . . , .. . . . . . .. . . . . . . . . .. .
Unf'mphJj'menl Compf"nSalion .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ,,' .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ._.. .. .. .. .. .. .. .. .. .. .. .. ..
M.-dll ~I All! ~nrf Inrlu'lri~llmur~nce .. ... .. .. .... .. . ..... .. .. ,.... .. .. .. ... .. .. ... .. . .....
~C)I1\J)Jn}'ln\llrJn(t" ~nd Mt'nlcal .......... ._..-......................................................................................... ._.....
Varallon. Hullllay and Sick leave..,. ..... ...... ..........,..... ... .... . ... . ....... ......
Stat.. B & 0 T~L..... ....... ..... ..... . c...... .......... ....... ...... ... ..... .. . .....
Jn~ur clnce .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. .. .. .. .. . .. .. .. .. .. .. .. .. .. _. .. .. .. .. .. .. .. .. .. .. .. .. _. .. ..
Admin"tration and TItTle Unassignable ....,...................,......,...,................
Ponllng. Slalionery and Supploe,fl.I1<l. :rP;;,l;....~. .,.. ..... .. .. ........... .. ... .... . .. ......
Tr~vel NOIAssignable .................................................................
T..lephone and Telegraph NOI Assignab!t'. .and. .Utilities.. ......... .... .. ... ..... .. ......
fees. Dues. Professional Meetings........................... ..... ...... .......... .. ......
U~lQl."lCtMainlenance. . . . . . .. . .. .. . . . . .. .. .. .. . . . .. .. .. . . . . . .. . .. . . . . . . . . . . . .. . . .. . .
Rent, .. .. . . .. . ... . . .... .. .. . . . .. .. . . .... .. . ..... . . . .. .. .. . . . . . . .. . . . . .. .. ... . . . ... . .
;R=boilb:;~meJll. .J;:ecX'uit;l.ng!Mo....1Rg..sxpenaes..................................
Xxtc.lC' M"cellaneous~lt .. .. . .. . . . . .. .. . . . . . . .. . . . . . .. . . . . . .. . .. . . . . . . . . . . . . . . . . . . .
PI(Jft"~!.ional S,e,rvice~ .. . .. . . . . . . . . . . . . . . . .. . . . . .. . . . . . .. .. . . . . . . . . .. . . . . .. .. . . .. . . . . . .. . .
Depreciation and Amor1tizat1on
TOTAL
';1'.
.
Hart-CrolJser b Associl.ltes, Inc.
S~pturnber I, 1982
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P-1314-01
EXHIBIT-A-
BREAKDOWN Of .DIRECT . SALARY AND. DIRECT. NON. SALARY. COST
DIRECT SALARY COST:
. Personnel Man Hours Rales of Pay Eslimaled COSI
Senior Principal Engineer 15 26 $390
Project Engineer 40 15 $600
Staff Engineer/Geologist 35 12 $420 "
Senior Lab Technician 25 10 S250
Drafting 20 9 S180
Clerical 15 8 S120
TOTAL $1,960
DIRECT NON.SALARY COST:
Travel and Per Diem
Pt'r DI~m - 3 d~>'s
Air Tr."t'I-
K2e1llEs (g S 40
Trips (g S
Cars (g
months
mil~s ~ S .20
................... S $120
................... S
pt'r monlh lsl
.................... S $150
TOTAL S $270
750
OffICe and Equipment
Rent, . . . , . , , . ., S per monlh ~ _ menlhs
Equlpmenl Rental S 3 per monlh C'a. -.2L monlhs
Reproducloon hpenses . . . . . , . , . .. . , . .. . .. ~ . .. . .. .. , .. , , .. . , , , . . . . . . , , , , . . . . .. . .
CommunlCallons ~,...... , , , . , . . . . , . , , . , . . . .. . , . . . . . . . . , , . . . . . . . . . . , , . . , . , . , , . .
S
S $75
S----.9150
S
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,.
TOTAL S
$225
Hart-Crowser & Associates, Inc.
Sp.pt"mber 1, 1982
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SUPPLEMENTAL AGREEMENT
ProjeclNo. BRaS - 2016(4)
Agency Jefferson County
Name of Project Oueets River Brid!!e. CRP486
At;reemenl dated 26th Aoril 1982
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Gentlemen:
TheXX~county of Jefferson
agreement entered into with A lnh;l -~n"tnAet"!=:
ApT! I 7.1. and identifj..d as Agreement No.
desires 10 supplement the
and "xecuted on
All provisions in the basic agreement remain in effect except as expressly modified by' this supplement.
The changes 10 the agreement are described as follows:
Section I. SCOPE Of ,WORK. is hereby changedfdrkiu'l ~'as follows: Item 9 on 'paReB-2
of Exhibit"B" shall read "soils investir.ation work will consisto! two
hcl..s at locations o!niers 4 and 5 and R test-nits. Additional boring
work as required will be completed during Part "B"o! this .contract."
II
Seclion V, TIME OF BEGINNING AND COMPLETION, is amended to change the. numbers of
calendar/working days for completion of the work to read
NO CHANGE
III
Seclion VI, PAYMENT, shall be amended as follows:
The second sentence of Item A3 on paRe 6 ahall read "The direct non-
Ill\]arv costs are estimated to 'be 8Dnroximatelv $26.042.00." ,
as sel forth in tht> allacht>d Exhibit A, and by this reference made a part of this supplement.
The ma.imum amount payable under this agreemE'nl as supplementE'd inclu,;ve of all fees and other costs is
now S 71,792.00
If you concur In this supplement and agree 10 the changes as statE'd above, pleasE' sign in the appropriate
spaces below and return to this office for final aclion.
~l)\.~ ]H~'
Consultant SignaturE'
SincE'rely,
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'SUMMARY ...OF. PAYMfNTS
'Direct .SaJ.ry .Cost
O.crhead
(including .Payroll....dditives)
:Direct . Non-SalaryCosts
. Net Fee
-D1lI .Sub '.Total
Contingenc!es
:Basic Agreement
1.7 ASA .on v
, I A t,Q400 '
30.042.00 ,
5.498.00
~2.00
3.600.00
:Supplement .'1
'Tolal
'1'7 Qo;A nn
lR~Qd nn
:26..042.00
'0
.0
(4..000.00 )
'0
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.~'~..J~
';$ .600.'00
.TOTAL
'75,-792.'00
(4.000,00.1
-71..792..00
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.CONSULTANT AGREEMENT
:F,OR
'PREUMINARY :ENGINEERING
THIS ACREEMENT..madeand entered into on this 26 ,dayof April , 19 '82 .by
.andbelween thelm'XltCOUNTY OF Jefferson ,.WASHINCTON..hereinafter called the"AGENCY."
,and thecounsulting firm..,f ALPHA 'ENGINEERS
whose address is .:932 'Industrv'Drive. :Seattle. .Washineton 98l'S8/the location
in WashinglonState cat which work will.be :availablefor jnspection.-hereinaftercalled the':CONSULT ANT:"
-The.:ST ATE .OFWASHINClON:acting.by and through the Washington:State.rdnsportation.Commission land
the:Departmentof transportation. 'her~inaftercalled the "'ST ATE" together ,with the Federal High'^!ay
Administration, 'hereinafter ..called the 'FHWA. .administersthe 'Federal,aid .funds,
WHEREAS, the 'fEDERAL ,GOVERNMENT ,through .its Department ,of 'Transportation land .F,ederaIHigh'^!ay
Administration, 'pllrsuant to 'TItle :23,U.S, .,Code, 'has .established.i .:program.of 'federal,aid' to .the .states
d~signated,asthe'federal,aid Program. with.a.general purpose to increase the.safety,and capacity of-roads in
the ..United ,States..and
WHEREAS. the Agency desires to accomplish this Federal'aid project,-number 'BROS-20l6 (4) .
entitled Oueets :River -Brid"e .CRP .486 with the.aid
of, BROS funds:provided .und\!r'The,Surface1"ransportationAssistance Act.o' 1978,1itle
:23, U,S. Code..Highways,and,all amendments thereto and therules,andregulations:promulgatedby said.U,S,
:Departmentof 'Transportation. in the 'federal,aid .Highway -Program Manual, .and .
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WHEREAS, the Agency 'has -not sufficient ,qualified engineering employees .to :prepare the -necessary
construction plans, specifications.andco~;rad within.a 'reasonable time:and the Agency deems it advisable
,and is desirous oj engaging lheprofessional'servicesand assistance oLa qualified consulting'1!ngineering firl)'l
to do .the necessary engineering work for the project and to develop.plans, specifications and estimates,.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 Stale of Washington for registration of. professional engineers and that
all personnel to be assigned ,to the work. required under Ihis AgreemenLarefullycjualified to perform the
work to which they will :be ,assigned in.a competent and professional manner,and
WHEREAS, the Consultant has indicated that he desires .10 do the work set forth in the Agreement .upon the
terms ,and conditions set forlh bel'lw:
NOW, THEREFORE. in consideration of the terms. conditions. covenants and performances contained herein
below, Ihe parties hereto agree as follows:
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OB/ECTWES AND :SCOI'E OF WORK
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The objective oHhe Agreement is to'provide engineering services necessary for thepreparationof.all:plans,
. ~pecilications .and :otherdocuments for .theProject .as llescribed in attached ,Exhibit '~B,"
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,3. 'Thescales ,to ,be ,used, ,the lettering and general delineation .ofthe 'plans, shall :bl.' such .as .wlll
'provide .legible 'reproduction when the 'plans are .reduced to .one-fourth of ,their original size (50
percent reduction).
.4, The minimum horizontal scale forthI.' plans shall be "one inch equals 50 fl.'et" for channelizdtion
plans .and "one inch equals ,20 feet" for signalization 'plans,
5. ConsttlJctionplans will consist of a vicinity map; sheets showing the estimate of quantities;lypical
sections; special sections; .special .detailsother than standard details available from the State's
standard drawings; special layouts; plan 'profile and cross sections,
The.scopl.' of work shall. include allservices.and'materials'necessary lo.aCcomplish:the work as indicated in
.allached,Exhibit::B": ( . .
'Provide the :design, .layout, 'plans, ~peciaJ :provisions, ,estimate of cost and .contract documents Jor :the
i.tems cl:isted .:in :Exhibit ''Jl'',"
:Prepare construction:plans in..accordance .with~landardpractices of the.STATE .for plans:prepared-by.its owr.
:Staff. 'Procedures :shall :be consistent ,with .the 'provisionsofthe currt'llt .editionof ,the .Department of
'Transportation"Highways :Design Manua'" .andamendments .thereto: (e,g,)
'1, 'P'lans.shall:be prepared with:$UCh:provision.and in ,suchdetail.as.topermit,the convenient Jayoutin
the. field for construction and :.other 'purposes within ,a :degreeof .accuracy .acceptable ,to :the
Agency.
:2, 'Plans.shall.bein such:detail.asto'permit the development of.an accurate estimate. of quantities.tor
theseveral'pertinent items of ,work to be performed in .the . construction of the :project.
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.6, 'Plans shall include complete details for the .proposed drainage of the 'project, utility work to'.bl.'
.performed by.others, details for paving, pavf>;l1entmarking, signing, signalization and city street
revisions, as'necessary. Plans shall show all the. existing physical features, surface and sub-surlace
farllities, as determlned.by field surveyor indicated on Agency ,or utility company'recordsfor the
area included in the'right-pf.way, orgre.ater, if necessary, outside theright.of'waylo include
pertinent details adjacent to the right'nf-way.
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7.
. 8,
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SpeC'ial Pruvilions shdll he indud..d in Ihl' c unlrdC'1 pldno. iur ill"II~ ulwork whit h ,lrl"nul C UVl'tI.cJ
by the State orl\RIWt Standard Specifications, whichever is. applicable, as. mayuerequired 10
properly cover the work contemplated, by the plans.
The Consultant shallfurnlsh.such pertinent information and data ",ith respect to the plans and
design as the Agency may request. including, but not ne<essarily limited to one (1) copy of the
quantity and design computations,
The quantities shall be divided into parts corresponding to the construclion conlractsor as
otherwise designated by the Agency. These quantities shall be as near as possible to the actual
quantities and shall not be arbitrarily increased,
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Cost ,!!Stimates ,shall :be based on pre",ailing .average :bid ;prices received onsimilarprojeas :by the
.State,
10, f.ield :surveYS1:equired :to 1:ompletuheplansin the .Agreement :shall:be .furnished by the"S2~~
,be field :surveys ~all .include sufficient ,referencing to -permit.the 1"e-estab6shment of .aU :necessary
:points to :the satisf<lction of the Agency.
11. All necessary :sub-surface .investigations :Shall .be conducted :by the ConsuIt.ant.
'TheConsultant .shall -perform ,all work described :in :this Agreement :necessary:to complete ~esign of the
project :to 1:onform -wkh :the :policies ;and ..standards set forthin':Section ,II,
,he .Consultant shall ;prepare -suchinfor.mation ,and :studies.as may:be :perlinent <lnd :necessary. or ,as may be
:requested by ;the Agency.:in order -topass .critical judgment:Otl :the ieatures of the work. The Coosultant .wll
:1Tlake ~ :minor ..cbang!!S. amendments :or 1"evisions .in 1he J:letail:of the work,as may :be :required ;by the
Agency. "This .item does :nolconstitLJle an .btra 'Work" .item .as 1"elated .in.Section VJlI Df :the Agreement.
When ;a!-.ernates ,<Ire :being considered, 1he Agency :Shall have the right of 'selection,
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'The Agency -will.supervise construaion and provide construction engineering 'servkes. .including :the 1"ev.iew
.and ,,,pproval.of all construction .dr<lwings during construction, ,as 1"equired, however, the Consultant when
-requ!!Stedby ;tbe ~,gency, sball-without .additional compensation give general:advise 41ndmakea maximum of
:three .(3) visits .to :thesite .for .explanation of 'plans .and .to generally :reviewthe project,
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'The :Department of Transpor.tation .and lederal -Highway Administration st)all .bave the 1"ighlto ,initiate
conferences :between .the Consultant ,and :the Agency .and ,10 participate in :the review :and ~amil..llion of the
-work in. -progress,
The plans.and .specifications sball.be verified by.a 1:omplete check by :the Consultant 41nd 5hall.beso cerlified
'bythe Consultant. 'The Consultant ..wI1I :be :held 1"csponsible Jor.the accuracy of :the 'work, even tboLqlh :the
.work .has .been ,accepted ..by ,lheAgency.
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The Agency will designate the .Jw,jc :premises and. criter.ia for the design. Reports and plans. to the .extent
feasible. shall be :developed in accordaocewith the latest edition and .amendments of the foBowing:.
1. WashinglonState Department of ,ransportation "'Standard :Specifications for RoadalX! Sddge
Construction:"' .
2. Wnhington ,State .Department of Tram;portation. ''Standard Plans for Road and Bridge
Construction.-
3. Washington .State Depmment of 'Transportation. -Highway Oe5igllManual.-
A. Washington State Department of ,ransportation. <lrielge Design C1'iteria.-
5. Washington State Department of 'Transportation. "Manual of' Highways HydraUlics:"'
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6, Washington State Oepmment of 'Transportation. -Material laboratory Outline:'
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7. Highway Research Board's Manual ent~led. "Higbway Cap~dty:'
8, fWHA alX! Washington State Department of Transportation. ''Manual on Uniform Traffic Control
Del/kes for Streets and Highw-1Ys:-
9. Washington State Department of 'Transportation. "Construction Manual."
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'10. Washington '.Stale Department of1'ransportation. "local Agency Guidelines,-
11, Standard drawings pr~ed by the Agency and furnished to the Consultant shall be used as a
guitJe in all cases where they fit design condilion~.
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III
ITfMS TO BE fUlNlSHEO 1'0 THE CONSULTANT BY THE AGENCY
1he Agency will furnish the Consultant. copies of the plans. profi!es,aoss-sections or documents which are
available to the Agency that will fadlitale the preparation of the plans and studies within the limits of the
project, (;!r~"ioi." I,t I!. .......-...~~ Specificallythe.,County
will provide.:
1. Existi11g contours at two (2) foot intervals from Station 24+00 to
Station 51+00 .and for width of 100 feet 'either side of the proposed
route center line as .shown in the ~iting Study,Figure 3B.
2. _Soundings 1':) f(.!c:: on each side of the bridge center line for the
entire width of the river, on a grid' CL 25 feet.
3. The elevations shall be tied into the USCG&S Bench Mark P475.. .see
Figure 3Ain the route selection siting study.
4. Letters of authority to discuss permits~loads. and ,other items per-
tinent to the prcj~ct, with the Indians and other agencies.
5. Authorization for use of WSDOT computer services.
6. Existing Queets Bridge Plans.
7. Copy' of Si.ting Study. . IV
DOCUMENTS TO BE fURNISHED BVTHE CONSULTANT
The foUowing documents, exhibits or other presentations for the work covered by this Agreement shaD be
furnished by the Consultant to the Agency upon completion of the various phases of the 1N0rk. All such
material. including photographic negatives used in the project. shall become and remain the properly of the
Agency and may be used by it without restridion:
1. Two (2) copies of the completed contract drawings and specific:.1tions prepared from the worlc
performed under this Agreement.
2. Two (2) copies of the detailed estimate of cost of the work 10 be constr:ucted.
3. One (1) sel of all sheets comprising the set of contract plans on permanent sale stable
reproducibles. together with ant' (1) copy of all reports, drawings, etc., appertaining thereto. plus
an equal number of revised copies, if review disclosed that revilions are necessary.
4. Five (S) copi!!S of the sped,! provisions to the Standard Spc!cifications.
S. One (1) copy or .11 survey notes laken by the COMultanl.
6. One (1) copy or the quantity and deSign computalions for the lNork performed under this
AgreUTlml.
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TIME OF BEGINNINC AND COMPlfTlON
The Con!oUllanl shall nor begin work under the term. of thi. Agreement until authorized in writing uy the
Agency, The lime required. in calendar days, for complelionof all work under Ihis Agreement shall be
~ days following written authorizalion to begin, .
Established completion time shall not be eXlended because af any unwarranled delays attributable to the
Consultant. but may be extended by the Agency or because of unavoidable delays caused !>y an act of God
or governmental actions or other conditions beyond the control of the Consultant.
Delays attributable to or caused by one of the parties hereto amounting to~ 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
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(Cost Plus lIIet Fee)
The Consultant shall be paid by the Agency for complele!! worle 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 inddentals necessary to complete the work.
A,
Payment for work accomplished on the basis of Consultanrs actual cost plus a net fee. The actual cost
indudes direct salary cost, overhead and direct non-salary cost. , .
1. lhe direct salary cosl is the salary expense for professional and technical personnel and principals
for the time they are productively engaged in work necessary to fulfill lhe terms of this Agreement.
The direct salary costs are estimated 10 be approximat'!!y seventeen thousand nine
hundred and f.ifty-eight Dollars (S 17 ,958 .00 Iasset
forth in Ihe allacned Exhibil UK and by Ihis referenre madl" a pari or Ihis ^Ilreenwnt.
2. The overhead COSIS as idenlified on Exhibit UK are determined as 104 .1 .~, or the rfirecl
salary cost The overhead COSIS are eSlimated In be approximalt'ly eighteen thousand
six hundred and ninetv-four I lull,,,,, ($ 18 .694 .00 I.., ....1
forth in Ihe alladled Exhibit UK dnd by Ihi. rl"fl"relll" tIIdr',' d Ildrl ", tllis AIltf'l~n('nt. fh..
overhead COSI rale is an eslimale based on currently ava~able arwunling information and shdll bt.
used lor all progress paymenrs over Ibe period of conlraCL The final overhead cost rate is subject
to adjustment based on an audil performed by the Agency. Ihe State. or Federal Highway
Adminislralion at rhe complelion of Ihe projl>cL
3. The direct non-salary costs are those cosls directly incurred in lultaling the terms of this Agreement.
inrluding. IJut not limited to travel. reproduction, telt'phone. suppUes. t1"d fees of out&ide
consultants. The direct non-salary costs are eSlimated 10 be approximately th1rty
thou Band and forty-two 'DoIlars(S 30.042 _00 lassel
fOrlh in lhe allacned Exhibit ~A" and by this reference made a pari of this AgrPemenI.
4. Other direct non-salary costs shall .include.partners sAlar.ies at the
rate of $54.1B/hour, which includes proUt and overhead. these C':oaU
are estimated to be apprOXimately three thouDand n.ine hundred and on~
dollars ($3,901) 4S .at forth .in tho attached "ExhJ.bit A" and by th.is
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reference made part of this agreement.
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The net lee. which represents Ihe Consullant's profit shall be five thousand
four hundred and ninety-eight ($ 5, 4!18 . 00 l. The net
lee will be proraled and paid monthly in proporlion to Ihe percentage of the project completed as
estimated in the Consullant's monthly progress reports and approved by the Agency. Any portion
of the net lee not previously paid in the monthly payments will be covered in the fJnaI payment,
subject to Ihe provisions of Seclion IX entitled TERMINATION OF AGREEMENT,
seventy-five
The actual direct cost and actual overhead coSI including any Agency approved contingencies and
the net lee incurred by the Consultant and set lorlh in Exhibit "A" shaD be lull compensation for the
performanc e of th.. work under this Agreement. This total shall not exceed a maximum ol
thousand seven hundred & n1nety- two Dollars($ 75.792. 00 I
without prior wrillen approval by the Agency.
B. All vouchers shall be submitted by the Consullant to the Agency lor payment pursuant to the terms ol
this Agreement. The Agency shall pay the appropriate.amounl ol each voucher to the Consultant.
Progress payments may be claimed monthly for direcl costs actually incurred to date as supported by
detailed stalemenls. for overhead COSIS and lor a proportionate amount of thE< net lee payable to the
Consultant based on the eSlimated percentage ol Ihe completion of Ihe services to date.
C. The cost records and accounts pertaining 10 this Agreemenl are to be kept available lor inspection by
representatives oi the Agency, Slale and Federal Highway Administration for a period of three (3) years
afler final payment. Copies shall be made available upon request.
lJ. Payment lor extra work' performed under this agreement shall be paid as agreed to by the parties
herelo in writing at Ihe lime eXlra work is authorized.
l. ^ shOrl narr alive progr~s r..porl shall al c llfnpany each voucher for progress payment. The report shall
include discussion of any problems and potenlial causes for delay.
F, The above payment provisions cover Part A of this agreement only. Detailed
scope of work and payment ~or Phase II Part B will be negotiated
and added by supplement upon com~rretion of Phase II Part A.
EMPLOYMENT
Thl' Consullant warrants that he had not employed or retained any company or person. other than a bona
fide employee working solely for the Consullant, 10 solicit or secure this contract and that he has not paid or
agr"I'rllu pay any mmpany ur per\on. other than a Ilona fide pmlllClyee working solely lor Ihe Consultanl,
.my '...e, lommi""ln, penl'nlagl', IJrok...rage fel', gifts or any other consideration, conlingent upon or
re,ulling from the award or making of this lonlract. For breach or violalion of this warranty. the Agency shall
h.lVe the righl to annul this Agrel'ment wilhoul liabilily, or in ilS discrelion to deduct Irom the Agreement
ptlce or consideration or otherwise recover, the full amount of such fee. commission, percenlage, brokerage
fe..., gill or contingent fee.
Any and all employees of the Con~ultant, while engaged in Ihe perlormance of any work or services
required by Ihe Consultant under this Agreemenl, shall be considered employee~ of Ihe Consullant only and
not 01 the Agency and any and all claims that mayor might arise under the Workman's Compensation Act on
behalf of said ernployees, while 50 engaged and any and all claims made by a third parly as a conlequence of '
any negligent aCI or omission on the parI of the Consullant's employees, while 50 engaged on any 01 the
work or services provided 10 be rendered herein, shall be the sole obligation and responsibility of the
Consultant.
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The Consullant shall not engage. on a full or part.time basis. or other basis. during the period of the contract,
any professional or technical personnel who are. or have been at any timp during the period of this contract.
in the employ of the FHWA. State or Agency. except regularly retired employees. without written consenl of
the public employer of such person,
If during the time period of this agreement, the Consultant finds it necessary to increase his professional.
technical or clerical staff as a result of this work. he will actively solicil minorities through his advertisement
and interview process,
During the performance of this Agreement. the Consultant. for itself, ils 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 litle 49, Code of Federal Regulations, Part 21, hereinafler referred to as the regulations,
which are herein incorporated by reference and made a part of this Agreement.
B. NonrIi5cftniMtion: The Consultant. with regard to the work performed by it after award prior to
completion of the contract work. will not discriminate on the grounds of race, religion. color, national
origin or sex in the selection and retention of subcontractors. including procurements 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 set forth in Appendix A.II of the Regulations,
C. SoIicilalions for Subcontractors, Including Procurements of ~terials and Equipmenl: In all
solicitations. either by competitive bidding or negotiation made by the Consultant for work to be
performed under a subcontract. including procurements of materials or equipment. each potential
subcontractor or supplier shall be notified by the Consultant of the Consuhant's obligations under Ihis
conlract and the Regulations relative to nondiscrimination on Ihe ground of race, religion, color, national
origin or sex. '
D. Information and RepMts: The Consultant will provide aU information and reports required by the
Regulations, or orders and instructions issued pursuant thereto and will permit access to its books,
records. accounts. other sources of information and its facilities as may be determined by the Agency
or the Federal Highway Administration to be pertinent to ascertain compliance with such Regulations,
orders and instructions, Where any information required by a Consuhant is in the exclusive. possession
of another who fails or refuses to furnish this information, the Consuhant shall so certify to the Agency
or the FHWA as appropriate and shall set forth what efforts it has made to obtain the Inf?rmation.
Sanctions for Non.compliance: In the event of the Consuhant's non-compliance with the discrimination
provisions or this contract, the Agency shall impose such contract sanctions as it or the Federal Highway
Administration may determine to be appropriate, including, but not Iimiled to:
1, Withholding of payments 10 the Consuhant under the contract until the Consultant complies
and/or,
2, Cancellation, termination or suspension of the contract in whole or part.
IncotpMatlon of Provisions: The Consultant will include the provisions of paragraph (A) through (F) in
every subcontract, including procurements of materials and leases of equipment, unless exempt by the
Regulations, orders or instructions Issued pursuant Ihereto, The Consultant will take aclion wilh respect
to any subcontract or procurement as the Agency or the FHWA may direct as .1 means of enforcing
such provisions, including sanctions for noncompliance; PROVIDED, HOWEVER, that. In the event a
Consultant becomes involved in, or is threatened with, ~t1galion with a subcontractor or supplier as a
result of such direction. the Consuhant may request the Agency to enter into SLJch litigation to protect
the inlerests of the Agency and, in addition, the Consultant may request the United Stales to enter into
such litigation to protect Ihe IntereSls of the Uniled States,
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VIII
CttANGES IN WORK
The Consultant shall make such revisions in the work included in this Agreement as are necessary to correct
errors or omissions appearing therein. when required to do so by the Agency, without additional
compensation.
Should the Agency find it desirable for its own purposes to have previously satisfactorily completed work or
paris thereof revised, other than minor revisions within the scope of the work, the 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. AU extra work shall be submilled as a supplement to the
basic agreement and approved by the State before the work is undertaken in order to become efigible for
Federal participation.
IX
TERMINATION OF AGREEMENT
A, The Agency reserves the right to terminate this Agreement at any time upon not less than ten (10) days
written notice to the Consultant.
8, In the event of the death of a member, partner or officer of the Consultant, or any of its supervisory
persomel assigned to the project, the surviving members of the Consultant hereby agree to complete
the work under the terms of this Agreement, if requested to do so by the Agency, This,section shall not
be a bar to renegotiations of this Agreement between surviving members of the Consultant and the
Agency, if the ...gency so chooses.
C. In the event this Agreement Is terminated under any of its terms prior to completion of the work, a final
payment shall be made to the Consultant which, when added to any payments previously made, shall
lotal the same percentage of the amount which would have been due If Ihe work had been fully
completed as the work co"mpleted at Ihe time of termination bears to the total work required under
the Agreement.
The same basis for estimating the costs set forth in Exhibit "A" shall be used for work uncompleted 10
estimate the total money that would have been due if all work had been completed, If the total
accumulated payments made to the Consultant prior to notice of termination exceeds the total amount
that would be due computed as set forth hereinabove, then no final payment shall be due and the
Consultant shall immediately reimburse the Agency for any excess paid.
D. In the event this Agreement is terminated prior to completion of the work, tile original caples of all
plans, prints, drawings and field notes prepared by Ihe Consullant prior 10 termlnallon shall become the
property of the Agency,
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DISPUTES
Any dispute concerning questions of fads in comedion Viith work not disposed of by agreement between
the Consultant and the Agency shall be referred for determination to the Director of Public Works or Agency
Engineer, whose decision in the maller shaU be fonal and conclusive on the parties to this Agreemenl.
XI
INOfMNllY
The Consultant shall comply with all Federal Government, State and local laws and ordinances applicable to
the work to be done under this Agreement.
The Consultant hereby agrees to indemnify and hold the State and Agency harmless from and shaU process
and defend at its own expense, all claims, demands, or suits 'at law or equity, arising in whole or in part from
the Consultant's negligence or breach of any of its obligations under this agreement.
~
The Consultant shall secure regular Public liability and Property Demage Insurance Coverage in the amount
of $100,000 for death or injury to anyone person and $300,000 for death or injury to two or more persons
in anyone occurrence and $50,000 for Property Damage In anyone occurrence with any aggregate
Property Damage coverage of $100,000 for two or more occurrences from an insurance company'
authorized to do business in the State of Washington.
XII
SUBLETTING OR ASSIGNING Of CONTRAcrS
The Consultant shall not sublet or assign any of the work covered by this Agreement without the express
consent of the Agency.
The geotecbnicalbinve8tigation work on tbie project ehall be perform.ed by
the followLng eu conaultant ~o Alpha EngLnee~e,
Hart-CrowBer & A.a~ciatee Inc.
1910 Fairview Ave. E., Seattle, WA 9S102
XIII
ENDORSEMENT OF PUNS
The Consultant 5hall place his certification on all plans, specifications. estimates or any other engineering data
furnished by him In accordance with RCW 10.43.070.
10
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XIV
CERTlRCATION
The "Certification of, Consultant" and "Certification or Agency Offidal;' attached hereto and marked Exhibit
"C" and by this reference ,js made a part of this Agreement.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day 'and year first above
'wrillen,
"
By:
'Board of
CQmm;AA;nnA,..A
By:
Prakash V. Limaye, P.E.
Partner,Alpha Engineers
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EXHIBIT ,MAw
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ANALYSIS ,OF FEE FOR .ENGINEERING 'SERVICES
17;958
DiredSalaryCost..,..........., ,..............,.., ,.,.....................,...,.;$
Overhead .Cost (IOeluding
payroll additives).. .... .. .... ..'.... ......,. 104,1':.. '$
18,694
36,652
'5;498
'Sub-Total $
'Net Fee.."....,.,..,........... ,.. . .. ,.,...,... . ., ... , ... ,...,. ....... '...'... :$
Dired 'Non'Salary ,Cost:
,a, Travel and per, diem .................' ;$
b, Reproduction expenses " ,. , " , .. " , , . , ..$
c, ,Computer expense. , . , , , , . . . , . , , , . ,. , ..$,
d, ,Outside consultants, ,....:.,.,.,., ,',..;$
e, Other (Specify) .... .. .. . .. .. . .... .. .. ;$
f. Partners.... ........, H...... .'$
Total .$
,460
'330
'600
'24 '571
IRn'
'36 ~82~
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'Su~Total + '$ 72,192
*Contingendes .!;', ' ,$ 3,600
CRANDTOTAL 1 75,792
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FiCA........ .. ...,..,.."...,...." . ,.., " .. ,.. ...o'..., ..... .,... ...... ., ... , ,. ,....,.,
UnemploymenlCompensation ,., . ., ,. , . " ., , '..' ... ...., ... . . . ,...... .. .., .. .,. .. ... ,..
Ml'dic'al AidandlnclustriaUnsur.lOce . .. , .. .. .. .. , .. . .. , . .. . .. , .. , .. .. ., .. , . , .... .. .. , .. '.. .
,Cumpanylnsurant'l' and Medical .,."",...,.",.".,..",..""".,...",..,.,",.....,
Vacation. Holiday:and Sickleave. . ., , " , ,. ,. . , , " . . . . . . , , , .' , . , , . , . , . . , . . , . ., , . , . , . , , , . ,
':Stale,O'& ala".......". '.',.. ....:. ....., .... .,...".... ,. ...,o',.. ; .,.. ... ,.. " .,. ,.,
"nsurance.. .., i. .,.. ., ., .'. . . . . . , . . , ... ... , . .. . . . , .. . , , , ., . , . , , , .. , . . . . . .. . , , ., . .. .. ,
'Admini51ralion.andTme,Unassignable.. ,......., ...,..,...,..,.",....,.....".........,.
'Printing;'Stationery,and Supplies... ... ..,. .. .. , . . .' , . , . . , . . . .. . .' . . , . .. , .. . , , , , . . . : . . , ... .
,ravel NOI'Assignable. .,. , . ,. . . . . .. ., . . ., ,. . , , ., . , , , , . . . . .. .. . , . . . ,. . ,. ,. . ., , . . , . .., . . .
,elephone,ancl1'elegraphNot Assignable.. , , . , . , . .. . . . . . , . . , , . . , . , . . . ... . ... . ,. , , . . . . .. , . ,
'Fee.;Dues;Professional Meetings ,,' ., , . ., , , ., . .. . . . , , '.. , . . . . . . :, . .. .. . .. , , , . . , . ,. , . . . , , .
,UtmUes and Maintenance. . . , ., . . " . ". . , . :... , , .. , . ,,' '. . . . . ..o' " . , ....., , " . . ..', , . .. .. . .. ,
,Rent, .. , .. . , .., , ..,. . . , . , . . . . .. , . , , .. , , . . . .. , . . , .. .', , .. ,,' . . . , . . . . .. , . . .. . . . .. . .. . , .
,Rental of Equip men I. ......,.,........,...".,.."..,..,.......",..,..,.......,....."
Office Miscellaneous:Postage ,.....,..,...".'....".,............,.... .,......",....",
Prulessional'Serr/ices .. . .. .. .. , .. .. .. . . .. .. .. .., .. . . ... . , .. ~ . .. , .. :. . .. .. . .. ;'.... ... .. ,
'TOTAL
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3.7 %
'0.3 %
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3.7 %
4.3 %
43.8 %
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1.3 %
0.6 %
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12 %
8.4 %
104.1 %
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BREAKDOWN OF DIRECT'SALARY AND DJREcrNON 'SAlARY COST
DIREcrSALARY COST:
Personnel Man Hours Rales of Pay Esliinate~ Cosl
PROJECT MAN.' 296 2:1,63 6,402
PROJECT ENG. 320 19.23 6,154
DESIGN ENG. 360 1L54 4 ,-154
DRAFTSMAN 100 10,08 1,008
SECRETARY '40 6,00 240 '
11:16 , $17,958
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DIRECT NON.SALARY COST:
Travel and Per Diem
Per Diem -
Air Travel -
Wl(al$
Trips CiJ; $
Cars CiJ;
months
miles (jj. S
160
40
4
$
$
per month ~
. ... ..... ,... ..,.... S 300
TOTAL $ 460
TOTAL $ '3,901
.20
1500
~: Partners rate $54,18/hour @ 72 hours
Oft ice and Equipmenl
Rent. , . , , . , . , , . per month (jj. months $
Equipmenl Rental $ per month CiJ; months $
Reproduttion Expenses. , . . . , , , , . . . . . , . . , . . . . . . , . . . . . . . . . . , . . , . . . . . . , , . , . . . , . , . . $
Communic'alions :,.", . . . . . , . . . . . . . . . . . . . . . , . . . , , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . '$
I. ·
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150
180
TOTAL $ ~30
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EXHIBIT MA"
P-1314-01
Page 6
ANALYSIS OF fEE fOR ENGINEERtNGSEIlVICES
Direcl Salary Cost. . , . .. .. . .. . . . . . , . , . . . . .. , . . . .. , . . . , , . . . .. . . . . . . . . . .. , . . . . . . . . . . $
Overhead Cost (including
payroll additives)... .., .. .. . .. , . .... .. ... 187.9
2,840
$
5.336
Sub-Total $
8,176
3.050
Net Fee .. . . , . . . , . , , .. . .. . . , . . . . , . . : ' . .. . , . . . .. . , . . , , .. , . .. , . . .. . . . . . . . . . , . . . . , ; $
Direct Non'Salary, Cost:
a, 'Travel and per diem..................;$
'b, Reproduction expenses ,. ,.,..". .......$
c. Compulerexpense..... .,............,.$
d, Outside consultants,.,.. ,_............;$
e, Other (Specify) ". Subcontrac.t."l.. . ..$
540
255
,\
11.400
Total
$ 12.195
Sub-Total
'Contingencies
$
$
23,421
1,150
CiRANOTOTAL $ 24.571
The above fee is based on the scope of work as outlined in,Attachment 1.
*5ubcontractExploration Costs
Offshore Drilling:
Mobilization of Barge and Drill Rig
Crane Rental
Soil Drilling (assume 50 foot boring)
Rock Dt'llling (aseume 15 foot core run)
Driller'g Per Diem
Rock Drill Bit Wear (~t cost)
Subtotal - Offshore Drilling
Land Drilling I
Mobilization (assume performed with offshore
drilling)
Soil Drilling (assume four 35-foot borings)
Rock Drilling (assume 5 to 10-foot core run
in four borings)
Driller's Per Diem
Rock Drill Bit Wear (at cost)
Subtotal -,Land Drilling
Dozer Rental (two days)
Jlackhoe Rental (one day plus travel)
$2,400
$1.200
$800
$600
$750
~
$6.150
$0
$1.400
$1,600
$450
_,$400
.....
.
$3,850
$900
-M.QQ
$11,400
Total Subcontract Exploration Costa
lIart-CrQWBer & Assoeiates, Inc.
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BREAKDOWN, OF ' OVEittiEAO 'COST
FiCA..." .. ,.......,...,..... ,........ ..,..., ..,................ ,.".........; ..."
Unpmpluympnl Compensation. . . . . .. . , . . . . . .. . .. . .. .. . . .. . . , . '. , . . , , . . .. . . .. . . . . , . . .. . ..
'M,'dll at Aid anr"nrlu~lriallnsuranre ,.. ...... ... ..., ".. .........,. , .,..... ........ .......
Lompany Imurant'l' and M..rlical ........,......,..,.............,........ .,.... . .. .......
Vac'alion. Holiday and Sick Leave .,..,.....",................,.,..............,.......,.
.. 51alp B & o Tax . . ,.. .. , . ... , . , . , , , , , ., ~ . . , . .. , . , ... .,. , . , .. .. . . . .. . ,.,. .. . . . .. . , . . . ..
In~urance ..,.. ...",... .,. .... , ......,. ... .'",... ... .....,.... ,..,.. ,.,... .. .:,.,..
Administration ~nd Tme Unassignable .....,...,......"......,...."...."...."...,."..
Prinl,ng.SlationeryandSupplies AA4,fp.E\1;I1oS.e...",. .., ..,. ....., ,., '...". ...",....,...
Travpl Not Assignable '.. ,..",..', " "...."..,.. .............., ,..........."...... . ..
Telephone and Telegraph Not Assignable. .and.lleillties,. . ,. ,. , . .. . .. .. .. . ., . , . .. .. . . . ..
Fee~. Dues, Professional Meetings.. . .. . . . . .. . .. , , . . .. .. . .. . . . .. " , . . .. . .. . . .. .. , .. . . . . . ..
:lfJIilil~Mainlenance. . . . , , , .. , .. . ..... , .. .. . . .. ..... . . , .. .. . .. .. ... , . .. .. .... , .. ..,
'Rent. , , , , .. , , , .. , . .. . . , .. . , , .. .. , . .... .., , .., . ... ... . .. .. , .. , ... , , .. . . . . .. .. . , .. . ..
'1/HllIl:lI!lolXJq~IDeIII. ,Jl.e~uit;l.ag/M09111g,-BxfJenee!l'''''''''''''''''''''''''''' ,.,...
6i&ceMi~ellaneouS~i:. ; . . , . . . , , ...' , , , ..., .... . .. , , , .. . . . , , .. . . .. . .. . .. .. . . . .. ..
Prclle~~ional Services .., :, . , . . . .. . . , . . . , . . .. . . .. . .. .. . .. .. . .. . . , . . .. , . .. , .. . , , .. . , . , . ..
Depreciation and Am~ritization
TOTAL
llart-Crowser & Associates, Inc.
April I, 1982
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P-1314-01
Page 7
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EXHIBIT -A-
P-1314-01
Page ,8
BREAKDOWNOFDIREcr'SALARY AND DIRECT 'NON ,SALARY ,COST
DfREcr 'SALARY COST:
Pe"onn~f
Man Hours
Rales of Poly
EstimatedCosl
Senior Principa1 Engineer
l'roJectEngineer
Staff Engineer/Geo10gist
'Senior Lab 'Technic:l.an
Drafting
C1erical
$390
;$180
:$1" 620
'$350
'$IS0
:$120
15
:12
J35
35
20
.l'5
26
1'5
12
10
9
8
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TOTAL
$2,840
DIREcr NON,SALARY COST:
Travel and Per Diem
Per Diem - 9 days
Ail Travel -
5. 40
5
360
-""'(s.
Trips IS.
Car~ (jJ.
months
miles (Q. 5
1nn
540
5
$
per month (s.
900
.20
5
5
TOTAL
Office and Equipmenl .
Rent.. ......... 5 per month (jJ. __ months '5
Equipmenl Rental '$ 3 - per ~ (jJ. 3'i h..aP'tCllalbl $
Heprodu~lio~ E'p,en~es . . . , , , , , , . , . , . . , , , , , . ~.l! , , , , . , . . . . , . , , . , . , , . , . . , , . . , , , , , , 5
Communlcaloons ......." , .. , , . , .. . .. , .. .. ",' .. , . .. , .. .. , , .. , .. .. , . , , , .. , , .. . , 5
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lOT A.L $
255
Hart-Crowser & Associatea, Inc.
Apdl 1, 1982
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EXHIBIT "B"
DESCRIPTION OF PROPOSED WORK F,OR PREI.IMINARYENGINEERING
proJect No.BROS-20l6 (4)
1.0 GENERAL
1.1 The objective 1s -to replace the existing Queets River Bridge with a new
two-lane $tructurecapableofhandling AA5HTO HS ,20 loads and logging
,equipment loads. The County has preparedca:Siting :Studym Phase 'I of this
project. The ,Consultant under this contract will provide ,services for Phase II -
Final Design in two parts. The Part A will be :for ,Alternate :Structure 'Type
Evaluation and Part B will be for preparation ,o..\:::inal Plans, :Specificationsand
Estimate (POS. ..& E;) cior the ,bridge structure selected In Part A and removal ,of
,existing bridge:, and ,the roadway between 'Stations 24+00 'to :.51+00.
2.0 PART A- ALTERNATE:STRUCTURE TYPE EVALUATION
'2.1 The iollowingalternatives will be ,developed to the extent necessary to prepare
approximate cost estimates for purposes of .comparison and selecting a type of
structure appropriate for the bridge ,replacement. The work will be completed
withinaO calendardavs from the ,receipt of written notice to proceed from the
County. At the end of this period the Consultant will present 'the alternatives
to the County and assist in the selectIon .of,the type of bridge 'for the
preparation of P.s.&E.The,County will 'select the ,alternate cfor finai design in
Part B, and recommena to WSOOT forDesign'App~oval. Upon receiving De&ign
Approval from WSDOT, negotiation of the detai1ed scope of work and payment
for Phase II Part B may be consumatedand the supplemental agreements submitted
to ,,WSOOT _for: ,approval. ", '
-Al~ 2!lternatives are along alignment "B" as described in the county's ,Siting
Study .
Alternative' 1: Three spans ,(120'-,500'-120' approx.), baianced cantilever,
cast-m-place (CIP) concrete concept.
Aiternative 2: Four span bridge (110'-260'';;260'-110) constant depth steel
glrders,(,;It' deck. '
Alternatlve3:Similar t02 above except precestor cast-in-piace concrete box
girders instead of structural steel.
For all these alternatives the Consultant wIll perform the ,following:
1. Prellminary Design of Superstructure
2.
Prellminary Design of Substructure
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Preliminary quantities ,of concrete, reinforcing oSteelbars,' prestressing
steel, excavation and ,other items 'sufficient for developing a construction
,cost estimate for comparison of alternatives.
Layout Drawing for each Alternative with'reproduciblemylars .for the
alternative 'selected. Mylar Plan';.for .selected a'lternative'requi1:'essign-
ature ,approval of the ,State Aid ,Engineer.
Comparison of Alternatives for cost, constructibility,and time of
,construction.
Discuss 'the ,alternatives with 'the Quinault Tribal Council and County 'to
ascertain which one wlll be ,acceptable.
Assist County in 'the selection .of alternatives.
Progress meetings with ,County ,and DOT ,as requir,ed.
Soils investigation work ,along the proposed ,alignment. This will ,consist
of five (.5) borings-one (1) near .center pier and four (4) on land, at each
pier location. The center boring' is estimated to be ;5,0 feet in the soil
and is 1.5 .feet into rock. The land .drillingsare estimated to be 3.5 feet
,in soil ,and 10 feet into rock. Ten 'test-pitsup 'to 'ten feet deep will also
be dug with a backhoe along the roadway portions of the project to
provide the County with thesolls information for the design of the
roadway.
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PARTS _ PLANS, SPECIFICATIONS AND ESTIMATE (P;S.&E.)
This ,work will consist of preparing :final plans, specifications .and cost-estimates
ior 1:heselected alternative 1:ype of structure.
At this time it appears :that :the bridge may be a four (4) span
(110....260....260....110') or three (3) span (120'--'00'-120') structure. 1'hepr.ellminary
design phasewilldeterrnine whether the bridge .w1llbeconstructed out of
concrete (precast ,Ol"cast-in-place) or ,steel. It is :therefore not possible "to
furnish details ,on ,'completion :time and ::fee ::for the Consultant at 'this :time.
At theconc1usion oiP.art A1:hese items wlll be, negotiated with "the County .and
thiscSectionof ;the scope of Exhibit ''5'' wUl be amended .accordingly.
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.EXHIBIT MeN
CfltTJFlCATION OF CONSULTANT
I hereby certify that' am Prakash V . Limave . Partner
representative of the firm J:>f ALPHA. ENCINEERS
<Iddressis 9~2 'Industrv 1>rive. Seatt1e. Washinl':ton
and that neither I nor the above firm f here represent has:
<.
Project No. FikoR-2016( 4)
~County Jefferson
98188
and duly authorized
whose
(a) employed or retained for a convnission, percentage, lY.okerage, contingent fee or other
consideration, any firm or person (other thana bona fide employee working solely for me or the above
Consultant) 10 soUcit or secure this conlract, .
(b) agreed, ,as an express or implied condition for obtair.ing this contrad,to employ or retain the
services of any fll'm or person in connedion Wilh carrying out the contract.
(c) paid, or agrel.>d to pay, to ,any firm, organization or person (other than a bona fide employee
worlcing solely for me or the abovl' Consullant) any fee, contribution, donation or consideration of any kind
for, or in connection with procuring or carrying oul the contract: except as here expressly stated (if any):
I further certify that the firm I hereby represent is aUlhorized to do business in the Slate of Washington and
that the firm is in full compliance with the requirements of the Board of Professional Registration,
I aCknowledge that this certificate is to be available to the State Departmenl of Transportation and the
Federal Highway Administration, U,S, Department of Transportation, in connection with this contract
involving participation of Federal-aid funds and is subject to applicablt! l>late and Federal laws, both criminal
and dvil. '
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CERTIFICATION OF AGENCY OFFICIAL
, hereby certify that I am the Agency Offidal of the ~~/County of
Jefferson
, Washington
and that the above consulting firm or his representative hiS not been required, directly or indiredly as an
express or Implied condition in connection with oblaining 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 10 any firm, person or organization, any fee, contribution, donation or
consideration of any kind, excel;>t as here expressly stated (if any),
I acknowledged that this certificate is to be available to the Federal Highway Admlnistralion, U,S, Department
of lransporlation,ln COMeCllon with this contract Involving parliClpatlon oi Federal.ald highway funds and is
subject to applicable Stale and Federal laws, both Co Iminal and dvil.
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CONSULTANT ACREEMENT
fOR
PRBJMJNARY ENGINESlINCi
1'HIS AGREEMfNT. made and entered into on this ;:;.:~ ~;r of ~... :e ,19z.L,bY
.and betwEef1 the IiDUICOUNTY OF Jefferson, WAsHINGl . hereinafter caJ\ed the - AGENCY,-
and the c;ounsuItlng fU'm oftJRS ~anv .
whose ~ess is 4th & Vine l:lu:Lldin<;;, Seattl.e ,Wasl1inqton 98121 . me location
in Washin8lon sure at ,which Work will be available for inspedion, hereinafter called the -CONSULT ANf'-
IheSTAn: OFWASHlNCTON acting.bY anti tihraugh the Washington "State TrolllSportation Commission and
the 'OepartmeIll of 1'nnsportation, hereinafler died the -sTAn:- together with the Federal H'aghway
~tion, hereinafter called the FHWA, administers the Federal-ad funds,
W~; ~ fEDERAL GOVERNMENT through its Department of Transportalionand Federal Highway
Administralian, ,po.nuanl toidk' 23, U,S, Code. has established a program of Federal-aid to the Slates
cJeSisn,a11!d as the Federal-aid Program, with a general purpose to increase the safety and ~city of roads in
the Ulited :Slates, .xl
wHEREAS, d:Ie AgenCy desires to accQtllPlish this Federal-aid project, fU\'Iber BROS-201G (4) .
enlilled Que.tlS River Bridqe, CRP 466 with the aid
of SROS funds provided underTheSurface1'ransportation Assistance Act of 1978, Tde '
23, U.s, Code, HiBhwllYS, aond .all amendments thereto and the rules and regulations promJigated by said U.s.
QePartment of TrllOSpOl'lalion, in the Federal-aid Highway Program Mllnual, and
~.
WheREAS. the AgenCy has not sufficient, qualified engineering employees to prepllre the necessary
constn.eaiPn plllns, specifiClltions llnd contrllcl within a reasonable time and the Al;'tncy deems it advisable
MId is desirous of e~ the professional services and a~sistance of ,a qualified conr.ulting engineering fJl'm
10 do Ii'1e necessaryenflineerin8 work for the project and to develop plans, specifICations and estimates, and
WHEREAS, the ConsuIt.Int has represented and by entering into this Agreement now represents, that he is in
full CCIIIlpIaIKe with the .tatules of the Slllte of Washington for registration of professional eng.:neers and that
all persomelt() be assiSntid to the work required under this AgreemeIll"elul1y (juaIiflC!d to perform the
work to which they wiI be ~Isigned in a competer1t and professional maMer. md
WHEREAS, the Consullant has incfated that he desires to do the work set forth In the ~l upon the
term$ MId conditions set forth below:
NOW, THER~. in considera:lon of the terms, cGo"1ditions. covenants me! performances conlained her8l
below, the plrtles hereto l8l'eB 15 follows:
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P:dn:, ~!1dlj:>':'::1 such O>;:>iJ.. ~'> to Ot:':""mr' ~it~ ae"f:."'opmo;>n~ 01 dn dCc.tJrar(~ I::'s!rfr.J:e 0: OU~n!Ha.:,,:> ror
:t1f;' Sf:'vt;>:"J,J pt"rrl:-)t..'~'l[ Itt'rns 0: worj.; to ~ ~t::"":()rrnt'C' :r ~ne conslfuC:tor at mE- prOI~C:
-~.... S{" alt's !O be U~f:'d the 1"'QO;:iUl2 .dnc g~~ef ~I Ge'ned!l~ rhe Pj.Jr1, sncill De stier- d~ .'.qjj
(J"OVIOP I~g::-Jl€, rt:"piOG;';Cf/0n .vnen ~nl;' p'd""<' Jr~,' 'P~...Kec (~rounh Of me!" onglnal SUe ()()
r,......r(~f rt:"'J:....(,ClO~) / ~ _
in~ mmliT1Um nonlOfllaJ S(dj~ ror r~ p~C!n.., 'ndJiX'~" ~uudh :J/I le'?( rOf cndnnellL.JflQrl
:J.dns dnc onE' Incn ecLia,~ 2U r€,~r' lor Stg..""l8L~ ;:>Jdns
CO,~s:ruUJOn Pl.ns 'Nui Con"" 01 a "Ont!, ~rJf sn""" snowing rnp "'"mar.. 01 OUdnllll"S, IVOIC"
'.of-en On') SP~;...;.J sections.. S;Jt:'{,ldi de:drlS o~.:m sidncarc Cerd,l) .J\.du.aDI~ rroi'T'l rnf' ~[are s
"d~darc "'a wIngs, SPKI" i., au:;, PV""" dna ero>l '''Glon,
~ Plans sr.dll Include (Or.'lpj~[e O";'t~r ~hl:' proPo'>>ec oi.J~ndg:::, or l~~ pr 0 jI:."C: , urJlltv work I'J ~)e
p._~!"Torrn~ bv orners Ut."ldlis to, VI.... nd\.-~rnt"~r 'Tl,ylo.,'tng, ::'/~'1lng, 'iolgneJllzarlon and Ofv strt:-ot'f
:''':''\''')'0'1,<'' as nff'E'S,>4'-" PI.J~ns ........H 'io w dJi r~~ ""'\'<'lln':-l ;JnY'>ICdi ;f--'~:~ro:-, ')UrldC~ ana SUb-SlJrrace
rdcil:/~~ . d~ d":"f.,m.n~ Oy ",=,fd r\:~y or 'nCJCa!':a on ":"~t:"nC\. or U!llI(V cornOdnv rp'<:(),r.~, ror ~,""lt'
.irea Ir:C:.Jo~d In tne rIS:lt.O' "or grt-dr~r If n"='{'~~dr\' outSjdt" !hf-- "gm.Of-..",a\- 10 H1Cluop
Pf"'rr!1'::"nt deed.i, c1d;dC.l?~'H fo rn.;o rrg.""lr.'H.......a~
~.t:"':/c11 Prf.'\ltl"'t''''') Shdf. 1)tO' Inc jurr~j In ln~ I (lnlr.J< I Dldn... If" /r~fll... I" WI"k whJ, h .Jrt' nell t f,y..r,.rl
fr.' (~~ ):.J:~ (Jf AP\'\'A ):.:mfJdrd :::Pl?tIl.c.c3fJOn'i. ....!'l.rn~.....I;>' f~ ,,,lDplr( JfJlf:' d~ mdV t~ reQUlf~{J to
prop~rh (OVI-!:' ttlt' v.(Jr"" (Onte.-mpIJlen by t,,"2' p,Jf1,
Tht-' Cunilil:di1~ sr':df; lijro:<;."1 "Ul" Dt"'~flr1i:"'n: nrorrndll(Jn dnn t1d~d wlln re~p~t to tne pldn') dnr.
d''''>I~n .,'.> tnI:' A"gt"nr\' me!\- ft.WI":".... In'IUlJ:ng :Ju: ~o! nt"'t''.>,'>>dnl... ltmll','llro on#::"" (i),cOO\! or tht:'
Q"".Jn'!:... "no c.:"'\l~n cornp:.Jr..H'{Jr"",
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(J:h'.......l...,. U;~~t;,,;nJr...(: ~)... :r,~: ~,~t.r~( '. in......t< r:.j'.Jdn!rr:,:,\ ')n..!l 0':' .1... near J'> DO..o;/olf' !n r"... J(!L:di
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-_______.. Cost eslimales shall be basecion prevau'"8 average bid prices received on .similar projects by the
State -'
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10, Field surveys requir~e the plans in ~ furnished by the Consultant,
The IieId surveys shall indude -SDil~r ' the re-establishment of. all necessary
points to the satisiaaiOn aOf!he :_ __" _,_
-- ---
11, Ai nec~, 'shaD be c~"dea~.
The Consu!tanf"shaD perform all WOtI< cJesaibed in, this Agreement necessary to complete design of the
project to conform with the poicies ~and standards set forth ,in ,SeCtion D,
,/
'The Consultant shall prepare such information and studies as may be pertinent and necessary, or as may be
requested by the Agency, in order to pass aiticaI judgment on the featUreS of the work, The Consultant shaD
make such mr.or changes. amendments or revisions in the detail of the work as may be requir4!cl by the
Agency,1his iten does not constitute an ~a Work- item.as related in Section vm of, the Agreement,
When ' alternates, are being considered. the Agency shaD have the tight, of ,selection.
The AgenCy ruaion ,and provide
and approval of all consllUCtion '
requested by the Agency. sha! w'
three (3J " e or
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.5efVic;e5;-indUding the reWw
, , however. the Consultant when
. ' -. 81ve1JelBl'a1.advjs:fi.nd make a maxinun of
of pians and to generaDy review the" prolKt.-'''- -_;",
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The Department of Transportation and Federal Highway Administr.ation s~ have the right to initiate
conferences between the Ccnsultmt and the Agency and to participate in the review .ancI examinalion of the
work in progress,
iThe ,plans and Specific:allOifnhall'be~' b 'i~~ .__~~ n i/iaIJ be so Certified,
. by the Consultant, The ConsuI"':'t _" I~'f<<t~~~~, even thouSh the
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DESIGN CRftERlA
The Agency wiD cJesillnate the basic premi5esmcl criteria for ,the ce;.~,=----'s anO:W."'5 to the ""'" I
feasible, shall be developed in accordance with the latest eclitlcr a-c a;-~:':me<'lt$ 'o::he 1011"""'11 ·
1, Washington Stii:te Department of Transportation:5tanc.;-:: ~';:anons :0:' Road and "",Ill"
ConslI'UClion,- '
2, Washington State Department of Transportation, -:;:Z;"'C.a:C :>..ans ior Road and '''io'IM''
ConstrUCtion,.
3, Washington ,State ,Department ,C!f Transportation, -r;;g:-.,.a. Des--g:- Manual."
4, Washington State Oe?artrl~ of Transportation. Dr~ ~ Crileria,-
5, Washington State Department of Transportation. .......cn..a oj ~-.ways Hydraulics,-
6, Washington State~t of 'Transportation, -!\.'Z~ l.a:>Oratory 0utIine.-
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Devices for Streets and Hghw~,.
9, Washington State Department of Transportation, -:::::r-s:-.t;::1Ol'l Manual:'
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10, Washington State Department of iransportation. -..:;.;2 -~1!nC\ CuideIines.-
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ITEMS TO BE FURNISHED TO THE CONSUlTANT BY THE AGENCY
The Agency will iurnish the Consultant copies oj the plans. profiles. cross-sections or documents which are
avaiable to the Agency that will facilitate the preparation oj the plans and studies within the limits of the
project, (A complete list of applicable documents shan be included,)
L Exi.sting Queets Bridge PJ.ans.
2. Existing County Road data.
3. Existing property ownership.
4. Exi.sting State Highway J.OJ. maps.
s. Other do=ents heJ.d by Je'fferson County that reJ.ate to '!:he
consuJ.tants needs,
6. Penni.ssions of entJ:y onto private property.
7 . Special. design J.oadi:ngs other thanAASHTO J.oadings.
8. Traffic ana:lysis.
IV
DOCUMENTS 10 BE FURNISHED BY THE CONSULTANT
The following documents, exhibits or other presentations for the work covered by this Agreement shaD be
furnished by the Consultant to the Agency upon completion of the various phases of the work. An such
miMeri.1l. including photographic negatives used in the projed, shaD become and remain the property of the
Agency and may be used by it without restridion:
~o (2) copies of the completed centrad drawings and speci;i~ti;,; prepared fror~; the work
~ Ul'YJ::r this Agreement. _'
2, Two (2) ~~_detailed estimate of cost of the,Work' A~~'
3, One (1) set of all she:~Cxnpn~ the~t ., t~G~ ~t sale stable
reproducibles. together with one (1)l:~j - dr~ etc" appertaining thereto, plus
an eqtliIl number of revised c ' , ' revi , dosed that revisions are ne, :essary.
, .---
4, fIVe (5) copies of, the ' , to tile Standaril"S~fjcatlons,
S.
On copy of the' quantity and design computations for the work performed under this
greement,
1. Twelve (12) copies of Design Studies.
2. Twelve (12) copies of Enviramentlll Studies CIocumentation.
3. 'l\1Telve (12) copies elll:"h of NEPA environmental assessment and
SEPA checklist.
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TIME OF BEGINNING AND COMPlETION
The Consultant shall not begin work under the terms of thi> Agreement unlil authorized in writing by the
Agency, The time required, in calendar days. lor completion 01 all woric under thIS Agreement shall be
120 ca~",ndar days fo~~owing wri.tten authori.zation to be9in.
Estabiished completion time shall not be extended because of 3tly unwarranted delays allributable to the
Consultant. but may be extended by the Agency or because of unavoidable delays caused by an act of God
or governmental actions or other conditions beyond the control of the Consultant,
Delays attributable to or caused by one of the parties hereto amounting to ~ days or more affecting
the completion 01 the work may be considered a cause lor renegotiation or termination of this Agreement
. by the other party,
VI
PAYMENT
(Cost Plus Net Fee)
The Consultant shaD be paid by the Agency for completed woric for services rendered under this Agreement
as provided hereinafter, Such payment shall be full compensation for woric performed or services rendered
and for all labor. materials. supplies, equipment and incidentals necessary to cornplete the work,
A.
Payment for work accompl'lShed 01'\ the basis of Consullant's aClWI cost plus a net fee, The actr.w cost
includes dired salary cost. overhead and dired non-sa!al"y cost,
1, The dired salary cost is the salary expense for professional and technical personnel and principals
for tMe time they are productively engaged in work necessary_to fulfiD the terms of this Agreement.
The direct salary costs are estimated to be approximately E.leven 'Itlousand, TwO Hurxh:ed
and Sixty Four Dollars :;U~,2b4 as set
forth in the .attached Exhibit "A" and hy this retererlC'l! made a part of this Agn!en\t'nl,
2, The overhead costs as identified on Exhibit "A" are determined as 140 ':;. of the direct
salary cost, The overhead costs .are estimated to be .approximately Fj,fteen 'nlcusand,
Seven Hundred and Seventy Do11B.rs $15,770, d\ ",.,
forth in the .allached Exhibit ",s,," and hy tho> ref""t'nl'l' m.IlII', a I),Jrt ut tM AWft'n1l'l1l. Thl'
overhe.ad cost rate is .an ellimate based un currently .av.iI.1b1e .accuunnr g information and s1wU be
used for .all progress payments over the period of contract, The final overhead cost r.ate is subject
to .adjustment based on an audit performed bv the Agency, the State, or Federal Highw.ay
AdlTlil1rMlation at the completion of the project,
,). The direct non-s.alary costs are tMose costs directly incurred in fulfdling the terms of this Agreement,
Including, but not limited to travel. reprodudion, telephone, wppliB5 and fees of outside
consult.ants, Th~ direcl non-salary costs .are eslimated to be approximately ~ine 'l'housand,
Eiqht Hundred ... Severity eiqht Dollars $9. S?S .as set
forth in the .att.ached Exhibit "A" .and by this reference made a part of this "'8~,
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4 The net fee, which represents the Consultant's profit shall be Fn"'" Thnnsand
F;i'tv Five Dollars (s 4.055 },Thenet
iee will be proraled and p.1id monthly in proportion 10 the percentage of the project completed as
eslimated in the Consultant's monthly progress reporlS and approved by the Agency. Any portoo
of the net lee not previousl,' p.1id in the monthly payments will be covered in the fnal payment.
subject 10 the provisions of Section IX entllled TERMINATION OF AGREEMENT, '
5, The actual direct cost and adual overhead cost including any Agency approved contingencies and
the net lee incurred by the Consuhant and set forth in Exhibit - K shall be full compensalion for the
periormance oi the work un<kor this Agret!l'llenl, This total shaD not exceed a maximum of
FnT'i-y 'I'hr..e Thousand Dol1.ars OoIIars(S 4~.OOO I
without prior wrillen appro\'al by the Agency,
B. All vouchers shaR be submitted by the Consultant to the Agency for payment pursuant to the terms of
this Agreement, The Agency shaD p.1y the appropriate amount of e",c.-, voucher to the Consultant,
Progress payments may be daimed monthly for direct costs actually incurred to date as supported by
detOlied statemerlls. for overhead costs and for a proporlionale amount of the net fee p.1yable to the
Consultant based on the esrimated percent"8e of the completion of the lenlices to dale,
C, The cost records and accounts pertaining to this Agreement are to be kept avB.1ble for jnspection by
representatives of the Agency, State and Federal Highway Administration for a period of three (3) years
after final payment. Copies shaD be made available upon rBqJeSt,
0, Payment for extra work perlQl'med under this agreement shaD be paid as agreed to by the parties
hereto in writinj: at the limfo exlra work is authorized,
A shorr ndtra':ve prollre.. reporl shall OIl't'ompany eOlm voucher for prOSl'\:Ss p.ayrnent. The report shaD
include discussion of any problems and potential causes for delay.
ViI
EMPLOYMENT'
The Consultant warrants that he had not employ~ or retained any ~ or pl!BOll. other than a bona
fide employee working solely for the Consultant. 10 solicit or secure this contract and Nt he has not pmd or
all'et'cIlU pay OIny rompany ur Ill'r.on, othPr than a buna ficle t"mpIoyee worIcin8 solely for the Consultant,
any tee. UllnfMloion. peorn'f\lalle, lJruk",aKe fl'!.'. Kifts or any other consideralion. contin8enl upon or
resulting from the award or making of thls contract, For breach or vkUtion of this warranty, the Alencv shaI
have the righl 10 amulthl, Agreement without liIbiIity, or in ju disaetion to deduct from the Agreement
price or conSIderation 01' otherwise recover, the fuR amount of such fee. comrrisllion. percentage. broilerage
lei!. gift or contingent fee,
AnI' and an employees of the Consuhanl, while engaged in the p<<formance of any work or services
requor~ by the Conwltant under this Agreemenl, shal be consider~ employees of the ConsUlant only and
not of the Agency and any and all claim, Ihat mayor miJlht ame under the Workman's CompensAtion Ad on
behalf of wid employees, while so engased and any and all claim' made by a third p.arty .. a consequence of '
any negligent act or omisSlo:t on the part of the Consullanrs emplovees. while so qa8~ on any of the
work or sllrvices provided 10 be rendered herein, shan be tne sole obligation and responslbiIity of the
Consultant.
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The Consultant shall not engage, on a fun or part-time baSiS, or other baSIS. during the perIOd of the contract,
anf professional or technical personnel who are. or have been at any time during the period of this conrr act.
in the employ of the FHWA. State or Agency, except regularly retired empIovees, without written co",,,"t of
the p'_obIic employer of such person,
If during the time period of this agreement, the Consultant finds it necessary to increase his prof",,,onal.
technical 01 clerical ~ as a result of this work, he will actively solicit minorilies through his adverl""",ent
and inlerview process,
During the performance of this Agreement, the Consultant, for itself, its aSSIgnees and successors in mlerest,
hereinafler referred to as the -CONSUlTANT:' agrees as f.ollows:
A. Compliance with Regulations: The Consultant wiD comply with the regulation of the Department of
Tr~rtation relative to nondiscrimination in federally-assisted programs of the Departmenl of
Transportation Title 49. Code of Federal Regulations, Part 21, hereinafter referred to as the regulalionS,
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 afler award prror to
completion of the contrad work, wm not discriminate on the grounds of race, religion, color. nalional
crigin or sex in the selection and retention of subcontradors, including procurements of materials and
le~ of oequit>ment, The Consultant will not participate either diredly' or indiredly in the discrimrnation
prohibited by Section 21.5 of the Regulations, including employment pradices, when the contract
covers a program set forth in Appendix A-Il of the Regulation:;,
C. SolicitaIicM for Subcontraclors, Including Procurements of AiYterWs and Equipment: In all
solicitations, either by competitive bidding ,or negotiation made by the Consultant for work to be
performed under a subconU'act, including procurements of materials or equipment, each polential
Sl;DContrador 01' sup;:>lier shall be notified by the Consultant of the Consultant's obligations under this
(.'(lfIttaCl ~ the RegUlations relative 10 nondiscnmination on the ground of race. religion. color. flolllonal
origin or sex,
D. Information and Reports: The Consultant will provide all information and reports required by the
RegLAations, or orders and instrudions issued pursuant thereto and will permit access to its boOks;
records, accounts, other sources of information and rts facilities as may be determined by the ^gency
or the Federal Hillhway Administration to be pertinent to ascertain compliance with such Regul.1tlons.
ordjNS and instructions, Where any nformation required by a Consultant is in the exdusive po~"..ssion
of allOlher who faDs or refuses 10 furnish this information, the Consulrant shall so certify to the ^gency
or the FHWA as appropriate and shaD set forth what efforts it has made to obtain the information,
E, sAnctiom 'Ot' Non-Comp~ In the event of the Consultant's non-comphance with the discrimination
provisions of this contract. the Agency shaU impose wch contract sanctions as it or the Federal HIghway
Admhistration may determine to be appropriate. including, but not km~ed to:
1, IMthhoIding of payments to the Consultant under the contract untD the Consultant complies
and/or,
2, Cancellation. termination or suspension of the conlract in whole or part,
F, InCOrpol'allon of Provisions: The Consultant will include the provisions of paragraph (A) through IF) in
every subcOfltract. indudong procurements of materials and leues of BCluipment, unless exempl by the
Regulations, orden or instructions issued purSUllnt thereto, The Consultant win take action WIth respect
to any subcontract or procuremenl as the Agency or the FHWA may dlfed as /I means of enlorcing
such provisions, including sanctions for noncompliance; PROVIDED, HOWEVER, that, in the t'vt'Ot a
Consultant becomes involved in, or is tlveatened with, htigallon with /I subcontractor or suppl.." as a
result of such direction, Ihe Consullant may request the Aseney to enter into such htlgalion 10 prOll.'CI
the interests of the Agency and, in addition, the Consultant may requeSlthe UnIted States to eoflll'r onto
such litigation 10 protect the interests of the United Stales
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VIII
CHANGES IN WORK
The Consultant shall make such revisions in the work included in this Agreement as are necessary to corred
errors or omissions appearing therein, when required to do so by the Agency, without additional
compensation,
Should the Agency fond it d~rable for its own purposes to have previously satisfadorily completed work or
parts thereof revised. other than minor revisions within the scope of the work. the Consultant shall make
such revisions. if requested and as direded by the Agency in writing, This work shall be considered as Extra
work and will be paid for as provided in Section VI, AD extra work shall be submitted as a supplement to the
basic agre-ement and approved by the Slate before the work is undertaken in order to become engible for
Federal participation,
IX
TERMINATION OF AGREEMB\l1'
A, The Agency reserves the right to terminate this Agreement at any time upon not less than ten (10) days
written notice to the Consultant.
8, 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. the surviving members of the Consultant hereby agree, to complete
the work under the terms of this Agreement, if requested 10 do SO by the Agency, This section shall not
be a bar to renegotiations of this Agreement between surviving members of the Consultant and the
Agency, If the Agency so chooses,
C, In the event this Agreement is terminated under any of lIS terms prior to completion of the work, a (mal
payment shaD be I'(liIde to the Consultant which. when added to any payments previo'.asly made, shaD
total the same percentage of the amount which would have been due if the work had been fully
completed as the work completed at the time of termination bears to the total work required under
the Agreement,
The same basis for estimating the costS set forth In Exhibit "AM shaa be used for work uncompleted to
e51inate the lotal money that would have t.,*,"''!1 due If all work had been completed, If the total
accumulated payments made to the Consultant prior to notice of termination exceeds the total amount
that would be due computed as set forth hereinabove, thl!n no fnaJ payment shall be due and the
Consultant shaU immediately reimburse the Agency for any excess paid,
0, In the evenr this AgreomlBnt is terminated prior to completion of the work, the origlMl copies of aD
plans, prints, drawings .and field notes prepared by the Consullolnt prior to termination shall become the
property of the Agency,
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DISPUTES
Any dispute concerning questions of fads in connection with work not disposed of by agreement between
the Consllltant and the Agency shall be referred for cleterrnirYtion to the Director of Public Works or Agency
Engineer, ",,'hose decision in the INlier sball be fnaJ' and conclusive on the parties to !his Agreement.
XI
JIIDEMN(TY
The Consultant sh.1lIcomply with all Federal Covernmenl. State iIId local laws and ordinances applicable to
the work to be done under this Agreement,
The Consultant hereby agrees to ndemnify and hold the Stale and Agency harmless from and shaD process
and defend at its own expense, aU claims, demands, or suits at law or equity, arising in whole or in part from
, the ConsuIunr's negligence or breach of any of its olligations under this agreement,
The Consultant shaD secure regular Public Uability and Proper1y DernaSe Insur~e Coverage" the amount
of $100.000 for death or injury to I/II"I'f one person and 5300.000 for de,lh ,." injury to two or more persons
in any one occurrence and $50,000 for Property Dm1age in any one occurrence with any asgregate
Property Damage coverage of 5100.000 for two or more occurrenc:es from an insurance CCXI'Ipany
authorized to do business in the State of Washington,
D
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5UIllEl'TINCi OR ASSIGNINCi OF CONIRACTS
The Comultant shaD nOl sublet or assign any of the worlc covered bv this Asreement without ~ express
consent of the Agency. .
The following subconsultants have been appl:CVed for this contract::
1. Hart-c.rowser and Associates, Inc. for soils ~ation.
2. Walker and Associates, Inc., for aerial mappinq.
XIII
ENDORSEMENT OF PlANS
The Consultant shaD place his certlflatlon on aU plans, specifICations, estlrNtes or any other IfIIlneerinI da..
furnished by him in accordance with RCW 18,43,070,
10
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ANALYSIS OF FEE fOR ENGINEERING SERVICES
EXHIIIrT M AM
Oired ~lary Cost.."., ...,..,.......".......,..."..,..",...,.................$
Overhsd ,Cost (~
payrOUildditives)..,..,..,...,..,....,., ,
140
Net Fee..,. . . ,...,. .....,..........,...........,..., ., .,.,.................... .$
.Sub-Toul
Oired Non-Salary ,Cost:
... Trilvelilnd per diem ,............... ...$
b. Reprodudion expenses ......,......... $
c, Computer expense , . .. "if' . . . . .. .. . , . S
d, Outside consultants.. ,~ .. ~.. . . .. , . .. . $
e, Qther(Specify).,. Aer.i.al, Map:l,.... ,$
To!ill
1.388
481
300
3.234
4.475
5 9.878
,SIb- Total
-Contingencies
GAAND TOTAl
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~1,264
15.770
27,034
4.055
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$
40,967
2.033
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4:3.000
The above fee is based on the follCMing number of neeti%lge and number of
alteJ:natives to be evaluated. 'n1e reference numbers relate to Exhibit B
items.
2.1 One meeting
2.5 Two site visits
2.6 Four alternates
2.7 Two superstructure t:ypes
2.11 One meeting
2.12 Three public meetinqs
2.13 One meeting
2.14 'nu:ee meetings.
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The -Certification of Consultant" and -Certification of Agency OffICial," attached hereto and~ed Exhibit
"C ~byltis reference is made ,a parlof this Agreement, L
IN WITNESSWHCREOF, !he parties herelo have executed this Agreement as of the7da and year first above
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EXHIBIT "A"
tIllS COMPANY -sn...""l'IZ
~reakdcwn ox Ove:head Cost
Ba!led :opcmDnauctited Fiscal. Year l::nded ~O/3~/BO
Pay::=o~l Ta;xes. .,............................ .... .....,............. :.ll.4'"
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Medical. 1ti.d; Zniast::::iaJ. ~ce. Ccmlp=Y :xns=ce............... S .5,.
Medi.cal. and Other Em,?loyee Benefj,ts
vaca1;:i.Cl11, ,Bcliday and 5j,c:k Leave.......... ...... ....... .......... . .J.B. 7'11
'bIZe5 and Ioi.censes.................. ... ,. ... . . . . . ., .. . . - . . . ... .. .. ., 3.7'1;
:IDs=ce~'... .,............ eo...................................... 4.2"
AdIlli.:dJStra1;:i.C111 and '.r.ime :onass~gnab:Le. u....... .... .. .... .. .. .... .. .45.6'"
Pr.intinq, Statione:y and s~lies....._....-...................... 3.~'"
P=;ftllSs~onal Serv.l.ces......~ ........ ........ ..'... ................. 1..5"
'rra'Vel. Not Assignable.............. . . . . .. .. .. " .. eo.... .. .. . ... " .. 6.4'"
'.re1ephoneandTe1.egraphNClt Assignab~e............................ 3.1"
Fees. Dues, Professio11al. Mee~gs..... eo.......................... '1..5..
'Ot.i.l..:Lties and Ma.i.ntenance.................................... eo.._ 2.5..
:Rent. ..... . '. . . . . . .. . . .. . . . . ... ... .. . . . . .. .. .. .. . . .. .. . ... . .. . . . .. .12.1"
:Rental. Clf Equ.ipment........... eo . . . . . . . .. .. . . .. . .. . . . . . . . . . . . . . . .. 1.0..
*O:ffice MisceLlaneous, PClstage..........................._.........15.7..
~
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*Roc:r::ui:t:ing, 1'te:!.Clcat::l.on
Dep2:'8ciatiCln, Not ASsignable
PoStage, ?re:tght and Oelvexy
BIlAdqaa:c'te::s Management and
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IlREAlCDOWN PF DIRECT SALARY AND DIRECT NON SAl.ARY COST
DIRECT SAlARY COST: /
Penoowoel Mal HouIS Rates of PilY EslimiIled Cost
Project Director 112 20.88 $ 2,339
Project Manager 88 J.8.75 1,650
Project Engineer 80 14.38 1,150
(structural)
Envi.r6nrnental Engineer 80 J.7.88 2,146
Design Engineer 147 11.50 1,690
(sauctural)
Design Engineer (roads) 28 14.38 403
HydrauJ.ics Engineer (I) 32 J.5.13 484
Hydraulics Engineer (II) 16 J.0.25 164
Draftsman 80 11.50 920
secretary 40 7.95 318
~ ..... $ 11,264
DIRECT NONoSAlARY COST:
Travel ilnd Per 0iMT1
Per Diem - 22
Air Trivet -
................... $ 770
................... 5
per month lil.
.................... $ 618
TOTAl. $ 1,388
dIlYIi &. $ 35
Trlln to 5
Gln& _.
monthl
,;'IIiI...., ,IS/mile
4120
Office and Equipmen'
Rent.. .. , .. .... 5 per month . - months 5
Equipm~ Rental 5 per monm /I == monlhl S
ReproductIOn bpenMS . , . . . .. .. . . .. . . . .. , . . . . .. .. . . .. .. , . . .. . .. , . .. .., .. ... . .. " S
Communicltions . . . . . . , . , . . . . . .. . , . . . .. . . .. .. .. .. , .. , . , , . . . , .. . . .. ... .. . .. .... S
331
150
TOTAL S
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ANALYSIS OF Fe FOR, ENGI\IEBINCi SERVICES
o.rea Salary Cost . .. . . . , . . . .. . .. . . . , . , . _ . . .. . . , , . . , , .. , . .. . . , . . .. . . . . . . .. .. , . . , . ,$ 779
Overhead Cost flnCluding
JlOIyroll~)....................,... 17Q 7 ':. $ 1400
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Net Fee..,...... ,................ ............,.......,.,..."..................$
Direct Non-Salary Cast:
~, Travelanclper diem...................5
b, Reproduaion expense .,.....,.....".5
c, Computer ewpense ,. ...... ....., .... ,.5
d, 0uuide~"1iti"'li'T:r.,..5
e, Qther(5peciiy).. .~~. ..l?L ,~I]. ll..... ,$
Lab Equipment Rental
TocaI $
240
50
400
15
705
Sub-Toul
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GRANO TOTAL
Hart-Crowser & Associates. Inc.
1910 Fairview Avenue East
Seattle, WA 98102
A-4
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IlREAKDOWN OF: OVERHEAD COST
FICA....,.,.. ..........,..........,.....,..,.,.,',.. ............ ......... .........,
~CcmpenSition.",.........,.....,....'" ..., ...........,. ,,;...... ..:..
M<'<li<oJI ~t.Jnd InduslriallnsUr~e ., . . , , . . . . . , . , , . . .... . ... , ,... ., . . . . .. , ... ., .. .,. .. . , .
c...mpanv 1n!lul'~1'.JTld Medial ,.....,.",...........".,............................".
V.caIICl\. HoIiday.~nd Sick Leave ,......"...............................................
S1~11I!' B & 0 T~........... .. . . . . . . .... .. . .... . .. .... .. ,'... ...... . ........ . ~..... , . ." '
Insut3fICe ,............., ....,....,..,.,.:..,.,...,....,...,....,. ..............,..,.
AdnWisn'~;anoj'nne lJna5SiBnabIe ..,.,.,....", ,....." ...... .... ................. .,.
Prinling.51~ ancISuppIieS ..........,........,...,....... ........,.................
Travel Not ~ .....,....."..........,......................,..................
T~andT~NOt'~ .U:t.i.1 itj.es.....,........,......,.,.,.., ....,....
fees,Dues, ProiessioNl~""""'"'''''''''''''''''''''''''''''' ,..............
~-~."......,..... ..........,. ................ ....... ..., .........
Rent"....,..,..."."...,. ....."...,..,.,.....,....,..............,.....,....,;...
Rental of~....""" ....."...... ..,.........................................
OffICe MisceIl;zneouS. Postage.. .. . .. .. , .. .. , .. .. . . .. .. . .. . .. .. . . . .. . .. .. .. , . .. . , , .. . . .. ,
Prof~ $eNiCeS .. .. .. . .. .. . , . .. .. . .. . .. .. .. . .. .. .. , , .. .. . . .. . . . . .. .. . .. . .. . .. . .. ,
TOTAl.
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A-5
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EXHIBIT -A.
DIRECT SAlARY COST:
Personnel
Man HoUJ5
Principal Engineer
Sr. Project Engineer
Staff Engineer/Geologist
Lab Technician
Draftsperson
Clerical
DIIIECT NON-SAlARY COST:
Tr~yel and Per Diem
Per Diem - 3
Air T..vel -
_Iil S 35'/dllY
Trips €I S
Carslil
months
miles 6 S .JJi/mi 1 p
900
Kates of PoOy
.4
4
54
5
4
5
20
14
10
7.5
7.5
7
Total
................... S 105,
................... $
per month Iil
.................... S 135
TOTAl $ 240
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Estimated Cost
80
55
540
38
30
..l2.
779
OHic!! and Equipmenl
Rent"."",." $ per monrh (i _monlhs $
Lab Equipment Renlal S 3 per hour Iil .....5- hour $
ReprodUdion h~ .... .........,...".. '....,. ,..,....... . ..,.......,...., " $
~1Ilnf allC~hQe. RElIl1:11.l.. .. .., .. ... ..' .. .. . , . ..' . , , .. ... .. ..., , . .. , . $
Hart-Crowser & Assocffttes, Inc.
.
15
50 -
400
TOTAL S
465
A-6
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2205.00
EXHIBIT .. A-
ANALYSIS OF FEE FOR ENGINEERING SBlVICES
o.rec: Silary Cost. ... .... ,...." ..........'., .....,....................,.........5
Overnead COSl fnclucing
p.ayroll.ddilives). ... , . .,. ., . . , ,. .. ... .. ,
133
Sub- TOQI 5
Net Fee,.,......,.............,....,..... .......,...,."...."............. ,...5
Direct Non-s.Iary Cost:
.-, Tr.vel and per diem ,... , . . . . . . .. .., .. .S
b, Reproduction expenses ....,..."......S
c, Computer expense .. .. . . , . . .. . .. .. . .. . S
d, Outside consultants. , ... .. . . , .. .. .. . .. .5
e, Other(Spediy)....,.....,............5
225,00
0.00
0.00
0,00
0.00
3864.00
386.00
,',
$
5
4475.00
0.00
T~
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,$ 4475.00
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CRAND TOTAL
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Walker & Associates, Inc.
6264 Stanley Ave. Soutb
PO Bolt C-81430
Seattle, Wa. 98108
(206) 763-9858
April 9, 1981
A-7
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EXHIBIT "A-
IlREAICDOWN OF OVERHEAD COST
FICA.. .... . . .. , . .. ... .. .... . .. ... .. . , .. .. . .. .. . .. .. . .. . .. .. .. .. . .... .. . .. .. .... . .. ..
UnemplOvnlE'fl/ Compensation,. ,.,. ,.. ......"....",."."..".,.,...................
M..-<li<Ji Aid and Induslriallnsurance , , . " "",."."...,..""".,.,.......... 'cciinb';(nea'
(.umpany In..urolnC'", and Medical ",., , , . . , , . , , . , . . , .. , , , . , . ,. . , , .. ,.. . .,. . .. . . , .. ,. , . .
Vacation, Holiday and Sick Leave ,.,..,.",.."".....".".,...."........"............
Stale B & 0 Tax. . .. . .... , .. , . , , .. , , . . . .. .. , , . .. , . ..' . . .. , , .. .. . . . ....... . .. ... .. . .. . .
Insurance, .. , , . . .. . . . . , .. .. . . . .. , , , . . . . .. . . .. , . .. .. . .. .. . .. .. .. . .. .. .. .. .. . .... , .. . .
Administrarion and Tme lJnassignable .........,...,........",.....................,....,
Printing. Stationery and Supplies ,..,..,."......",...,.,..".......,...,................
Travel Not Assignable .....",......,...."".,....,........"...,...,....."...".....
Telephone and telegraph Not Assignable.., , , . , . . . , , , , . . ' . , , , , . , , , . .. . .. .. .., . .. . .. .. . .. ..
Fees, Dues. Proiessicnal MeeIings, , " ,... , ,.... , .,. '" " .,.., . .. ...' ." .. ....... "..,....
Utaitles"ndMaintena~,.....,.."""'"'''''''''''''''''''''' ,...... ...............,
Rent.. . .. . , .. , . .. .. . .. .... .. .. . . .. , .. .... .. .. .. . .. . .. .. . .. .... .... ..... .. . .. .. .. .. .
Rental of E~ment. .. ., ..... ,.. .. ,. ,.,..... ".' ..... ",... .. '..,.... ..... ,. ,.. .......
~:~:~~' :~~~~~:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::
TOTAL
Walker & Associates, Inc.
6264 Stanley Ave. South
PO Box C-81430
Seattle, Wa. 98108
(206) 763-~858
April 9, 1981
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IlIlEAKDOWN Of 0IIlECT SALARY AND DIRECT NON SA1.ARY COST
DIRECT SALARY COST:
Personnel Man HoU's
btes of Pay Estimaled Cost
17.65 $ ~S59.00
Pilot 2 hours 94 hours
Camera man 2 hours
Surveyor 32 hours
Surveyor Aid 32 hours
Compiler 20 hours
Layout Person 2 hours
Computer 4 hours
TOTAl $ 1659.00
DIRECr NON-SALARY COST:
Travel and Per Diem
Per Diem - dBY
...ir Travel -
-,..................
$ 65.00
S
~ S 65.00
Trips e s
Cane
mcnths
miles e s .32
per month ~
$ 160.00
$ 225.00
SOO
TOTAl
Office and Equipment
Rent. . . , , , , , , " s per month (II. _ months $
Equipment Rental S per month eo _ months S
Reprodudion ExpeniBI ............,....,..,.......,...... . . .. .. . .. .... , . .. ... ..' $
Communlcations ..,..............,....................."................,.... S
Walker & Associates, Inc,
6264 Stanley Ave. South
PO Box C-81430
Seattle, Wa, 90108
(206) 763-985S
April 9, 1981
TOTAL S
A.9
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EXHIBIT "B"
SCOPE OF WORK
project NO. CRP 486
1.0
1.1
GENERAL
Te~! objective is to replace the existing Queets River
Bridge with a new two-lane structure capable of handling
logging equipment loads to be provided by the County and
AASHTO as 20 loads. The Consultant will evaluate alternate
alignments in this Siting Study.
The fOllowing Detailed Scope of work describes all work to
be accomplished under the not to exceed maximum presented
in Item A.S in Section VI--Payment. Any items of work not
included in this Detailed Scope of Work shall be considered
"ext,ra work" under Section VI-D. The Consultant represents
that the studies, projections, plans, reports, designs,
drawings, specifications, cost estimates and all other
engineering, consulting and analytical services furnished
under this contract will be in ,accordance with generally
accepted prOfessional practices. The engineer makes no
other representation or warranty, express or implied.
There are no other understandings concerning these matters.
2.0
2.1
DETAILED SCOPE OF WORK
Meet with County to finalize all design criteria and
discuss alignment alternates and the strategies to be used
for public involvement.
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Prepare a topographic map of the area by aerial survey--
(high flight) 2250' x 6000' at 1 inch equals 50 feet
scale showlng 2 foot contour intervals.
Collect hydraulic data of the Queets River and Clearwater
River from the United States Geological Survey and Co~ps
of Engineers, to the extent availabie. This information
is to be used for determini~g approximate design high
water for a 100-year flood.
Stud)' erosion potential in the vicinity of the proposed
alignment alternates as described in 6, below, to determine
relative advantages of one alignment over the other.
Obtain preliminary soils information for each alternate.
This will consist of site visit, two test pits at each
alignment, preliminary letter recommendations on foundation
types and range of allowable loads.
Develo~ preliminary alignment alternates as follows:
a.
Replace bridge at existing location by using a two-
staged construction method. This item will consist
of evaluation of the existing piers for use in. the
new construction.
b.
A new two lane bridge built parallel to the existing
bridge but approximat~ly 50 to 200 feet upstream.
c. Replace bridge at an alternate alignment approxi-
mately 700 feet upstream of the existing bridge.
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The fourth alternate will be ndo nothing," discussing
advantages/disadvantages in comparison to the other
three aiternates, with reference to traffic, costs and
impact on the users of the bridge.
e. Other,alternatives as identified by public involvement.
This work will be performed under a supplemental
agreement.
Approximate additional right-of-way area requirements for
all alternates will be identified.
2.7
Prepare design studies addressing the following items:
o Alignment geometry
o Intersection geometry with Highway 101
o
Types of superstructures:
1. steel girders with cast-in-place deck
2. prestressed/post-tensioned concrete girders with
cast-in-place deck
o
Substructure
o Traffic analysiS (Jefferson County to supply ADT and
analysis of traffic type)
o Hydraulics
o Drainage
o Soils
o Cost estimates
o Recommend most feasible alternate
2.8
Complete a NEPA environmental assessment for all considered
alternatives and SEPA checklist for. the preferred alternative.
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The environmental studies shall address the fOllowing
items:
o 'need for the project
o description of proposed action
o impacts of proposed action
,/
o alternatives considered and associated impacts
2.9 Identify permit requirements for the preferred alignment.
2.,10 Prepare exhibits for publi,c workshops and meeting. The
exhibits will consist of an aerial photograph with color
coded alternates, a plan showing alternate alignments,
right-of-way lines, a vicinity map, a cross-section of
the roadway and two alternate cross-sections of the bridge.
2.11 Meet with the Quinault Tribal Council at the beginning
of the project to seek the~r input and inform them of
the proposed bridge replacement and alternate alignmants.
2.12 Attend public meetings and ma::e presentations on alternate
alignments. The public meetings to be held at the Queets
School on Highway 101.
2.13 Meet with the Washington State Department of Transpor-
tation, in Olympia, to discuss the intersection design at
Highway 101.
2.14 Project Administration: Meet with County for progress
meetings. Prepare brief progress reports and minutes for
these meetings.
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Project No, BROS-2016 (4)
~/CountyJefferson
EXHIBIT -C.
CERTlRCAnON Of CONSUL'TANT
I hereby,'~ertiiy that I am Seni.or Vi.ce presi.dent
representa..'ve of the firm of URS Company
~dress is _ 4th & Vine Bui1dincr, SeattJ.e , WA 98121
and that neither I nor the above firm J here represent has;
and duly authorized
, whose,
(a) employed or retained for a commission, percentage. brokerage, contingent fee or other
c~deration. any firm Of person (omer than a bona fide emplovee working solely for me or the above
Consuitant) to solicit or 5eQJI'e this contraa,
(b) agreed, as an express or implied condition for obtaining this contrad. to employ or retain the
services of any firm or person in connection with car.ving out the centraa.
(c) paid. or agreed to pay, to any fll'm, organization or person (other than a bona fide employee
woricing s~y for me or me above Consultant) any iee. contribution. donation or consideration of any kind
for, or in connection with prOClJring or carrying out the contraa: except as here expressly stated (~ any):
f further certify that the form I hereby repre5ent is authorized to do business in the State of washington and
that the fll'1Tl is in full compliance with the requirements of the Board of Professional Regislration,
I' acknowledge that this certificate is to be available to the State Department of Transportation and the
Federal Highway Admini51ration, U,S, Oep;!rtment of Transportation, in connection with this comraa
involving participation of Federal-aid funds and is subject to applic:able State and Federal laws, both aiminaJ
and civil.
4/;3/11'/
/ ;' Da&e
//hU~~L~
CBmFICAnON OF AGENCY OffiCIAL
I hereby certiiy that I am the Agency Official of the~County of
..:r-~~-E'l!.f"S 1!J.y
, Washinsron
and that the above consulting firm or his representative has not been required, dlrectIy or indlrectly as an
express or ~"11plied condition in connection with obtaining or carrying OI.lt this contract to:
(a) employ or retain. or agree to employ or retain. any firm or person, or
(b) payor agrel! to pay to any firm. penon or ol1laniutlon, any fee, contributlon. donatlon or
consideration of any kind. except as here expressly statea (If any).
I acknowledged that this certificate is to be available to the Federal Highway "dmilMtratlon, U.s. Department
of Transportation. in connedion with this contract involving partldpation of Federal-aid hitlhway funds and is
subjed to applicable State and Federal laws, both crimonal and civil,
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Co'
C1URS
AN INTERNATIONAL. PROFESSIONAL SERVICES ORGANIZATION
URS COMPANY
FOURTH AND VINE BUILDING
SEATTLE. WASHINGTON 98121
TEL: (206) 623-6000
SEATTLE
SPOKANE
LAS VEGAS
ALASKA
PORTLAND .
SAN FRANCISI.....
DENVER
DAL.LAS
KANSAS CITY
NEW ORLEANS
NEW YORK
WASHINGTON. D.C.
SAN MATEO
~ONgL~!;Hr. -. W
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December 14, 1981
Jefferson County Department
of Public Works
County Courthouse
Port Townsend, WA 98368
Attn: Mr. Milt Sanstrom
Director of ,Public Works
I
Re: Queets River Bridge Environmental Assessment
Gentlemen:
Enclosed is a duly signed copy of the second supple-
mentary agreement. we hope that the amount of time
for state and public review allowed for in the
extension will, not be required. We would like to
assure you that we will expediate our portion of the
work when the final comments are received and minimize
the delays to the extent we can.
Very truly yours,
~i'l~
Project Manager
DEM/rlg
RECEIVED
DEe 15 198J.
JEFFERSON COUNTY
ENGINEERS OFFICE
Enclosures
ce: Larry Sullivan
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December 7. 1981
URS Company
Fourth and Vine Building
Seattle. WA 98121
Project No, BROS-2016 (4)
Jefferson County
Courthouse. Port Townsend. WA 98368
Agreement GC 6118
2nd Extens i on
Gentlemen:
,he County of Jefferson desires ~o supplement the agreement entered 'into with
URS Company and executed on September 8. 1980 and identified as Agreement No_
C,R,P, 486.
All provisions in the basic agreement remain in effect except as Expressly
modified by this supplement. which further extends the completion time.
The changes to the agreement are described as follows:
Section 1. SCOPE OF WORK. is hereby changed to read: The .scope of work is the
same but delayed by the State Department of Transportation review of Environmental
Assessment which is estimated to be completed by March 19. 1982.
II
Section V, TIME OF BEGINNING AND COMPLETION. ;s amended to change the numbers of
calendar days for completion of the work to read 326 calendar days.
III
Section VI, PAYMENT, shall be amended as follows: No Change.
as set forth in the attached Exhibit A. and by this reference made a part of this
supplement,
the maximum amount payable under this agreement as supplemented inclusive of all fees
and other costs is now $ No change ,
If you concur with this supplement and agree to the changes as stated above, please
sign in the appropriate spaces below and return to this office for final action.
c:::~~
URS Company
#7~~~ -
M.l. Sanstrom. P.E.
Director of Public Works
cc: State Aid
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August ],3, 1981 u,_"",,'_ .', (
Jefferson County Engineer
County Courthouse
Port Townsend, Washington
98368
Subject: Agreement No. GC6118
Attention: Mr. M. L. Sanstrom, P.E.
Director of Public Works
Dear Mr. Sanstrom:
We are returning herewith three copies of the
agreement to Queets River Bridge contract.
We appreciate your prompt action in approving
was beyond our control.
~Yours sinc9KelY:
~ ~N~ ~~.-c-\ (\
~kash Li~E~'
Project Director
PL/cg
Enclosure
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AN INTERt~AlIONAl PRQFE5Sl0NAL SERVICES ORCiANlZAT:or.
SEAnlE
SPOKANE
LAS VEGAS
ALASKA
?DATLAND
SAN FRAtJCrSCO
DENVER
DALLAS
KANSAS em
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NEW YORK
W/o.SHiNGTON 0 C
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RECEIVED.,
AUG 14 1981
JEFFERSO '
ENGINEER N COU""ry
S OFFICE
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August 4, 1981
URS Company
Fourth and Vine Building
Seattle, WA 98121
.project No. BROS-2016 (4)
'Jefferson County
Courthouse. Port Townsend, WA 98368
Agreement GC 6118
Gentlemen:.
The County of Jeffe=son desires to supplement the agreement entered into with URS
Company and executed on September 8, 1980 and identified at Agreement No. C.R.P. 486.
All provisions in the basic agreement remain in effect except as expressly modified by
this supplement.
The changes to the agreement are described as follows:
I
Section 1, SCOPE OF WORK, is hereby changed to read: The scope of work is delayed by
State Department of Transportation review of Environmental Assessment which is estima-
ted to take thirteen (13) weeks,
II
Section V, TIME OF BEGINNING AND COMPLETION, is amended to change the numbers of calen-
dar days for completion of the work to read 197 calendar days,
III
Section VI, PAYMENT, shall be amended as follows:
No change,
as set forth in the attached Exhibit A, and by this reference made a part of this supple-
ment.
The maximum amount payable under this agreement as supplemented inclusive of all fees
and other costs is now $ No chanqe ___
If you concur with this supplement and agree to the changes as stated above, please sign
in the appropriate spaces below and return to this office for final action.
,~:;;(.~
URS Company VI.::!e. /a!'!JI';u:wAf;r-
S,incere~y, I
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~ L, Sanstrom, P.E.
Director of Public Works
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August 4, 1981
URS Compa,ny
Fourth and Vine Building
Seattle, WA 98121
Project No, BROS~20l6 (4)
Jefferson County
Courthouse, Port Townsend. WA 98368
Agreement GC 6118
'Gentlemen:
The County of Jefferson desires to supplement the agreement entered into with URS
Company and executed on September 8, 1980 and identified at Agreement No. C.R,P. 486.
All provisions in the basic agreement remain in effect except as expressly modified by
this supplement.
The changes to the agreement are described as follows:
I
Section 1, SCOPE OF WORK. is hereby changed to read: The scope of work is delayed by
StatE: Department of Transportation review of Environmental Assessment which is estima~
ted to take 1:hirteen (13) weeks.
II
Section V. TIME OF BEGIWiING,AND COMPLETION, is amended to change the numbers of calen-
dar days for completion of the work to read 197 calendar days.
III
Section VI, PAYMENT, shall be amended as follows:
No change.
as set forth in the attached Exhibit A, and by this reference made a part of this supple-
ment.
The maximum amount payable under this agreement as supplemen~ed inclusive of all fees
and other costs is now $ No change
If you concur with this supplement and agree to the changes as stated above, please sign
in the appropriate spaces below and return to this office for final action.
~~.
URS Company J1 ~ #lSlll/ae,..l/-
Si~cer~?-y,/ !/d~
4./01M'J~~
M: L. Sanstram, P.E.
Oirector of Public Works
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IS.
CONSOLTANT AGREEMENT
5 AGREEMENT, is made and entered into this ~ day of
~". .', by and between JEFFERSON COUNTY, WASHINGTON, here-
1n ter called the COUNTY and the consulting firm ofORS ~OMPANY.
, whose address is 4th & Vine Building, Seattle, Washington,
98121, the location in Washington State at which work will be
available for inspection, hereinafter called-the CONSULTANT. The
STATE OF WASHINGTON acting by and through tbe'Washington State
Transportation Commission and the Department of Transportation,
hereinafter called the S~~TE, together with the Federal Highway
Administration, hereinaft~r called the FHWA, administers the
Federal-aid funds.
WHEREAS, the FEDERAL GOVERNMENT through its Department
of Transportation and Federal Highway Administration, pursuant to
Title 23, U.S. Code, has established a program of Federal-aid to
the states designated as .the Federal-Aid Bridge Replacement l~
Program, with a general purpose to increase the capacity of "".,.1 J.:.....---
a~~ls in u~ban-areas-of the United states, and ~
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WHEREAS, the COUNTY desires to aCCOmPlish this Federal-
aid project, number BROS 2016 (4), entitled Oueets River Bridge,
with ,the aid of federal funds provided under the Title 23,
U. S. Code, Highways, Bridge Replacement Program (BROS) and all
amendments thereto and the rules and regulations promulgated by
said U.S. Department of Transportation, in the Federal-aid
Highway Program Manual, and '
WHEREAS, the COUNTY has not sufficient qualified engineering
employees to prepare t;e necessa~,siting studies and construction
plans, specifications and contract' documents within a reasonable
time and ~he COUNTY deems it advisable and is desirous of engaging
the professional services and assistance of a qualified consulting
engineering firm to do the necessary engineering work for the
BROS Program and to develop plans, specifications and estimates,
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 for registration of
professional engineers and that all personnel to be assigned to
the work ~equired under this Agreement are fully qualified to
perform the work to which they will be assigned in a competent
and professional manner, and
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WHEP~AS, the CONSOLTANT has indicated that he desires to do
the work set forth in the Agreement upon the terms and conditions
set forth below:
NOW, ~aERE,FORE, in consideration of the terms, conditions,
covenants and performances contained herein below, the parties
hereto agree as follows:
1_
OBJECTIVES AND SCOPE OF WORK
The objective of the project is to provide a Siting Study
to compare alternative alignments for replacement of the existin~
Queets River Bridge and final 'design consisting of Construction
Drawings, Construction specifications and Engineering Estimate of
the selected alternative. ~he following alternatives will be
e~aluated in the Siting Study;
1. Replacement Bridge at the existing alignment just
upstream of and pa~allel to existing'bridge.
2. Replacement Bridge on an upstream alignment approximately
700 feet' from the existing bridge:
3 . '''Do noth ing" al tern a te.
The scope of professional services to be performed and
the results to be achieved by the Consultant shall be as described
here and shall include all services and materials necessary to
accomplish the work as detailed in Exhibit'B attached hereto.
The work shall be accomplished in two phases. Phase I
shall be the Siting Study to compare alternatives available and
will include the public participationl hearings necessary to
select the alternate for final design. I
Phase II shall be tbe Plans, Specifications and Estimate, /
and will be ~he extension of Phase I work. Phase II shall not, /
be commenced without prior authorization and a supplemental
agreement between the County and the C~nBultant.
The COUNTY may edit and review the CONSULTANT'S work pro~uct
and if it is not satisfactory, based on the criteria set forth in
Exhibit B, the CONSULTANT shall make such minor changes, amendments
or revisions in the dotail of the work as may be require~ by the
COUNTY to the end that it is complete and appropriate. This item
does not constitute an "Extra work" item as related in Section VIII
of the Agreement. When alternates are being considered, the COUNTY
shall have the right of selection.
VOL fl rAf,r
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The Consultant represents that the studies, projections,
plans,' reports, designs, drawings, specifications, and all other
engineering, consulting, and analytical services furnished under
this Contract will be in accordance with generally accepted
professional practices. The Consultant makes nq other repre-
sentation or' warranty, express or implied.
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ITEMS TO BE FURNISHED TO THE CONSULTANT BY THE COuNTY
The COUNTY will furnish the CONSULTANT copies of the plans,
profiles, cross-sections or documents which a~e available to the
COUNTY that will facilitate the preparation of Phase I work.
In addition, the County 'will furnish the Consultant with:
1. One copy of the existing Queets bridge and approach
drawings.
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2. One copy of the repo".:'t on bridge inspection and bridge- ~.\L.
rating. I)
3. Mylar sheets with the County's standard title blocks
and borders.
The County will arrange to provide access and easements to
the project areas for surveys, s~ils ~nvestigation and other work
related to this projer.t.
III.
DOCUMENTS TO BE FURNISHED BY T~lE CONSULTANT
The following documents, exhibi~s or other presentations for
the work covered by this Agreement vhall be furnished by the '
CONSULTANT to ,the County upon compl&tion of Phase I of the work.
The material, including photographic negatives used in the
project shall become and remain the property of th~ COUNTY
and may be used by it without restriction. It is understood, ~
however, that plans, drawings, speci~ications, computer programs,
technical reports or such material furnished by the Consultant
pursuant to this agreement are instruments of his servi.ces in
respect of the project, and that they are not intended or repre-
sented to be suitable for reuse by any other party, without
spec~fic written verification or adaptation by the Consultant. \
Such reuse of the material will be at the risk of the party using ..,
the subject material without liability or legal exposure to the, \ ;'" '
Consultant. , ~\,
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Phase I Siting Study
A. Letter-Report
Six copies of Siting Study consisting of:
1.
2.
3.
4.
5.,
6.
6.
Description of a1ter~~te alignments.
Approximate additional Right-of-Way Requirements
only). '
Bridge Structure Alternate (Concept only) for one
alignment.
preliminary ,Construction Cost Estimates.
Preliminary SEPA Environmental Checklists.
A comparison of alternatives.
Summary, Conclusions and Recommendations.
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B. Drawings:
Two copies each of alignment plans showing approximate right
of way lines, layout of one bridge structure alternate,
typical section of roadway and bridge: and profilea of
approach road and side-streets if any. These documents will
'be used to make presentations at a public hearing.
IV.
TIME OF BEGINNING AND COMPLETION
The CONSULTANT shall not begin work under the terms of this
Agreement until authorized in writing by the CODNT~. The time
required, in calendar days, for completion of Phase I - Predesign
Study under this Agreement as detailed in Exhibit B shall be 120
calendar days. (..11"",;." ;.,..ll...,r,:~":.. :,' :'(.,..'
Established completion time shall not be extended because
of any unwarranted delays attributable to the CONSULTANT,
but will be extended by the COUNTY in the eve~t of a delay
8ttrib~table to the COUNT~ or because of unavoidable delays
caused by an ,8,ct of God or governmental Actions or other concH-
tions beyond the control of the CONSULTANT.
-oelays attributable_~~ or caused by one of the parties
hereto amounting tO~~I~~days or mo~e affecting the completion
of the work may be co ered cause for renegotiation or termina-
tion of this Agreement by the other party.
VOL f) or,r f')202~
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PAYMENT
The CONSULTANT shall be paid by the county for completed
work for services rendered under this Agreement as provided
hereinafter. Such payment shall be full compensation for work
perfocned, ,services rendered and for furnishing all labor,
materials, supplies, equipment and incidentals necessary to
complete the work as described above.
.
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payment for work accomplished under the terms of this
Agreement for Phase I shall be on the basis of the CONSULTANT'S
cost for actual labor, overhead and profit plus CONSULTANT'S
direct non-salary costs.
1 . The labor costs shall be based ".ll the hourly rates') I, ~/.l.)~ ~
shown in Exhibit "en. These ~ates shall include)' P
overhead and profit.
2. The direct non-salary costs are those costs directly
'incurred in ,fulfilling the terms of this Agreement,
including, but not limited to telephone, supplies, and
fees of outside services and consultants, and shall 4t
not exceed $2000.00, ' CJ...9f1,.,;)'/ft.' (f
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The CONSULTANT will submit invoices including subconsultant
invoices to the COUNTY on a monthly basis. The invoices
will be submitted through the COUNTY Engineer for his
concurrence and/or comments. Each invoice 'will be itemized
,.to inai:ate the classification of the individuals assigned
to.the work by date and hours chargeable to each project.
out-af-pocket expenses will be itemized and the copies of
invoices and other documentation will be attached to support
the claim for these expenses. payment to the Consultant and
his subconsultants sn~ll be tendered no later than sixty
days afte~the invoice is submitted to the County.
The maximum amount payable by the COONTY to the CONSULTANT
under this Agreement shall not exceed $25,000.00 inCluding
the direct non-salary costs. This cost ceiling will be
amended~f the scope of work, as defined in Exhibit B, is~
changed. 11'1 o.Jt'I "I<.... ~~e'" "'" ~ I- L 1'4; , ',). - ~~ T,
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The CONSULTANT may submit lnvol~~s to the COUNTY monthly
during the progress of work for partial payment for work
completed to date. Such invoices will be checked by the
COUNTY and payment shall be made for the amount thereof as
has been found to represent the value of the percentage of
the completed project less the amounts previously paid.
A.
B.
C.
D.
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Final payment for the balance due to the CONSULTANT will be
made promptly upon the completion of the work under this
Agreement and acceptance by the COCNTY Engineer acting for
the COUNTY.
F.
The time and expense records pertaining to this Agreement
shall be open and available for inspection by representatives
of the COUNTY, STATE, and FBWA for a period of three years
. after final payment.
Payment for extra work performed under this agreement shall
be paid as agreed to by the parties hereto in writing at the
time extra work is authorized.
G.
H.
A short,narrati~e progress report shall accompany each
voucher, for progress payment. The report shall include
discussion of any problems such as cost overruns and/or
potential causes for delay.
Payment for work accomplished under the terms of this
Agreement for phase II shall be on a lump sum fee basis.
The amount of this lump sum fee shall be determined by
negotiation prior to any Phase II work being accomplished
and will_be the'subject of a supplemental Ag~eement.
II
.
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I.
VI.
EMPLOYMENT
The CONSULTANT warrants that he has 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 working solely for the CONSULTANT,
any fee, commission, percentage, brokerage fee, gifts or any
other consideration, contingent upon or resulting from the award
or making of this contract. FQr breach or violation of this
warranty, COUNTY shall hav~ the right to annul this Agreement
price or consideration o~ otherwise recover, the full amount of
such fee, commission, percentage, brokerage fee, gift or con-
tingent fee.
Any an~ all employee! of the CONSULTANT, while engaged in
the performance of any work or services required by the CONSULTANT
under this Agreement, sLall be considered employees of the
CONSULTANT only and not of the COUNTY 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 consequence of any 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. '
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The Consultant shall not engage, on a full or part-time
basis, or other basis, during the period of the Contract, any
professional or technical personnel who are, or have been, at any
ti~e during the period of this Contract, in the employ of the
FHWA, STATE, or COUNTY, except regularly retired employees,
without written consent of the public employer of such person.
During the performance of this Agreement, the CONSULTANT,
for itself, its assignees and successors in interest, hereinafter
-referred to as the nCONSULTANTn, agrees as follows:
A. Compliance with Regulations
The CONSULTANT will comply with the regulations of the
Department of Tr.ansportation relative to nondiscrimination
in federally-assisted programs of the Department of Trans-
portation Title 49, Code 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. ~ondiscrimination
Th~ CONSULTANT, with regard to the work performed by it
af~er award prior' to completion of the contract work, will
not discriminate on the grounds of race, color, national
ori(~in or sex in the selection and retention of subcontrac-
,tor&, including procurement of materials and leases of
equip~ent. 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 set forth in
Appendix A-II of the Regulations.
Solicitations for Subcontracts Includin Procurements
o a er18 s an qU1pmen
C.
D.
In all solicitations either by competitive bidding or
negotiation made by the CONSULTANT for work to be performed
under a subcontract, in~luding procurements of materials or
equipme~~, each potential subconsultant or supplier shall be
notified by the CONSULTANT of the CONSULTANT'S obligations
under this contract and the Regulations relative ,to nondis-
crimination on the ground of race, color, or national
or1,gin.
Information and Reports
The CONSULTANT will provide the information and reports
required by the Regulations, or orderS and instructions
issued pursuant thereto and for 8 period of 3 years after
final payment will permit access to its books, records,
accounts, other sources of information, and its facilities
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as may be determined by the COUNTY or the the Fede~al
Highway Administration to be necessary to ascertain
compliance with such Regulations, orders ,and instructions.
Where any information required by a CONSULTANT is in the
exclusive possession of another who fai'ls or ,refuses to
furnish this information, the CONSULTANT shall so certify to
the COUNTY or the FBWA ,as appzoopr,iate ,and shall set forth
what efforts it ,has roadeto obtain the information.
Sanctions for Noncompliance
J:nthe event oft,heCONStJLTANT,' S noncompliance with the
nondiscrimination provisions ~f this contract, the COUNTY
shall impose such contract sanctions as it or the ,FeCleral
Highway Administration may determine to be appropriate;
including, ,but not 'limited to:
1. withholding of payments to the CONSULTANT under the
contract until the CONSULTANT complies ana/or:
, 2. Cancellation, termination or suspension of the
contract in whole or part.
~~oration of Provisions
The CONSULTANT will include the provisions of paragraphs (A)
through (F) in every subcontract, including procurements of'
materials and leas~s of equipmont, unless exempt by the
Regulations, order or ,instructions iSBuedpursuant thereto.
The CONSULTANT will take action with respect to any subcon-
tract ,or procurement as the COUNTY'or the FHWA may direct ,as a
means of enforcing such rovisions includi,ng sanctions ~r~~ ~~
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VII.
CHANGES IN WORK
The CONSULTANT shall make such revisions in the work included
in this Agreement which has been compl~ted, as are necessary to
correct negligent errors or omissions appearing therein, when
required to do so by the COUNTY, without additiona1 compensation
from the COUNTY.
Should the COUNTY find it desirable for its own purpo.e. to
have previously satisfactorily completed work or parts thereof
revised, other than minor revisions within the scope of work, the
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CONS',ULTANTshall inake such revJ.sJ.ons, if requested and as directed
by the COUNTY in writing,. This wo,rk shall be considered as Extra
Work and will be paid for as provided in Section V. All extra
work sha]'l be submitted as a supplement to the basic agreement
and, if the COUNTY so desires and specifies, be approved by the
County before the work is undertaken in order to become eligible
for Federal participation.
VIII .
~ERMINATION OF AGREEMENT
A. The right is reserved by the COUNTY to terminate this Agreement
at any ~ime upon not less than ten (10) days written notice
to the CONSULTANT.
B. 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, the surviving members of the CONSULTANT
here~ agree to complete the work under ,the terms of this
Agreement, if requested to do so by the COUNTY. This se~tion
shall not be a bar to renegotiations of this Agreement
between survi~ing members of the CONSULTANT and the COONTY, if
the COUNTY so chooses.
C. In the event this Agreement ,is terminated under any of its
,terms prior to completion of ,the work, a final payment shall
be made to the CONSULTANT which, when added to any payments
previously made, shall total the same percentage of the
amount which would have been due if the work had been fully
completed as the work completed at the time of termination
_bears to the total work required under the Agreement., );,
If the total accumulated payments made to the CONSULTANT Ii' ~~
prior to notice of termination exceeds the total amount that/~~'~
would be due computed as set forth hereinabove, then no v~\~
final payment shall be due and the CONSULTANT shall immedi- J~~
ately reimburse the COUNTY for any excess paid. '
D. In the event this'Agr.eement is terminated prior to completion
of the work, the original copies of all plans, prints,
drawings and field notes prepared by the CONSULTANT prior to
termination shall become the property of the COUNTY.
IX.
DISPUTES
Any cHspute'"concerning questions of facts in connection with
work not covered by this agreement between the CONSU~TANT an~ the
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COUNTY ,shall be re,ferred ,for determination to the Director of
Public Works, whose decision in the matter shall be final and
conclusive on the parties to this Agreement.
X.
:tNDEMNI'l'Y
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,.The CONSULTANT shall comply wit:h .Federal Government, STATE
and ~oc:allaws and ordinances ,applicable to the work to be done
under this Agreement. '
The CONSUL~T hereby agrees to hold the Federal Government,
STATE and COUNTY harmless from and shall process and defend
at its own expense, all claims, demands or suits at law or
equity, of whatever nature brought against those political
, divisions arising from the CONSUL~ANT'S ~egligence O~ breach of
any of its obligations under this agreement. This indemnity
provision, shall not require the CONSULTANT to Clefend ,or inelemnify
the Feeleral Government, STATE or COUNTY against any actionbaseel
solely on the alleged negligence of the Federal'Government, STATE
'or COUNTY.
The CONSOLTANT shall secure regular public Liability and
Property Damage Insurance Coverage in the amount of $100,000 for
death or injur.y ~o anyone person and $300,000 for death or
injury to two or more persons in anyone occurrence and $50,000
for Property Damage in anyone occurrence with any aggregate
Property Damage coverage of $100,000 for two ,or more occurrences
fronl an insurance company authorized to do busi~ess in the State
of Washington..
XI.
SUBLE1~ING OR ASSIGNING OF CONTRACTS
Except as provided below, the CONSULTANT shall not aS8ign
any of' the work covered by this Agreement without prior written
approval of the COUNTY.
XII.
ENDORSEMENT OF PLANS
The CONSULTANT shall place his endorsement Qn all plans,
specifications, estimates or any oth~r engineering datA furnished
by him.
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CER'l'IFICA~ION
~he .Certification of CONSOLTAN~. and .Certification of
Agency Officials", attached hereto and marked Exhibit .An are by
this reference made a part of this ,Agreement.
, ' In 'WITNESS WHEREOF, the parties hereto have executed this
Agreement as, of the day and year first above written.
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, OBS Company , ' ,
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program Director .
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BOARD 011' JEFFERSON COtJNrl
COMMISSIONERS
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AC EMENT FOR ENGINEERlNC SERVJC~
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THIS ACREEMENT, made and entered into this 27th day of
January ,,1986, between the State of Washington, acting through the
Washington State Department of Transportation and the Secretary to Transportation,
hereinafter called the "STATE", and Alpha Engineers, Inc., whose office is loca.ted at 320
Andover Park East, Seattle, Washington, 9glg8, hereinafter called the "CONSULTANT."
WITNESSETH THAT:
WHEREAS, the CONSULTANT previously entered into an agreement with
Jefferson County for engineering services for the design and preparation of construction plans,
specifications and estimates for the Queets River Bridge, herein called the "PROJECT"; and
WHEREAS, the STATE desires to utilize the CONSULTANT's experience and
working knowledge of the bridge to assist the STATE during construction of the PROJECT; and
WHEREAS, the "CONTRACTORS" hereinafter referred to shall be defined as the
bidders who are, or have been, awarded the contracts to construct the PROJECT; and
WHEREAS, the CONSULTANT represents that he is in compliance with the
Washington Statutes relating to the regi;;tration of professional engineers, and has signified
willingness to furnish engineering services to the STATE;
NOW, THEREFORE, in consideration of the terms, conditions, covenants and
performance contained herein, or attached and incorporated and made a part hereof, the
parties hereto agree as follows:
General Description Of Work
The work under this AGREEMENT shall consist of performing engineering services
and serving as advisor to the STATE, upon request of the STATE, for assistance during the
construction phase of this PROJECT. The CONSUL: T..~NT shall furnish all services and labor
necessary to conduct and complete the assigned work and shall furnish all materials,
equipment, supplies and incidentals necessary to perform the work on an as needed basis as
determined by the STATE, The District Administrator, District 3, hereinafter referred to ;.is
District Administrator, will be the authorized representative of the STATE assigned
immediate charge of administration of this AGREEMENT.
II
Scope Of Work
The CONSULTANT may be requested to 'perform any or all 01 the following tasks:
I. Serve as advisor to the STATE for assistance in the review of the
CONTRACTORS' working drawings,
2, Review CONTRACTORS' submitted plans and work drawings of falsework,
shoring and cribbing, form work for piers and girders, and cofferdams,
3. Review CONTRACTORS' submitted shop plans,
Pc'~!or~. :.. ::ct~;1(:J ,"".;""'" QII\.I aHg,y~&" UJ Ute: post-tensIonIng plans and
calculations proposed by CONTRACTORS'. .0,
Review and analyze the CONTRACTORS' proposed construction methods for
constructablllty and adequacy and to identify potential problem Areas which
should be lnve~tlgated In detail.
Make other reviews or analyses, as requested.
Review lInd analyze plans and methods for the demolition of the existing
5.
5.
6.
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7. Make recommendations concerning construction change orders and other
reviews and analyses as requested.
g. Deliver to the STATE a report of any of the above listed items, within the
period agreed to for each task assignment. It is understood that time is of
the essence, and a telephone report can be acceptable with a written report
to follow,
9. Provide assistance to the STATE in its defense against any claims made
against the STATE by the CONTRACTORS. Such assistance shall be
performed under a supplement to this AGREEMENT or a separate agreement.
10. It is further agreed the CONSULTANT shall not make any direct contracts
with the CONTRACTORS or their subcontractors without the STATE's
approval, Travel to the PROJECT construction sites and STATE offices may
be necessary. All such travel shall require prior approval by the District
Administrator.
The CONSULTANT is acting only as an advisor to the STATE and, as such, shall
have no authority, responsibility, or duty whatsoever to make any decisions for a
CONTRACTOR with regard to CONTRACTORS' plans, drawings, specifications, methods or
work.
m
Time Of Beginning And Completion
The CONSULT ANT shall not begin work upon this AGREEMENT until authorized in
writing by the STATE.
The CONSULTANT shall, if requested by'the District Administrator, submit to the
STATE a cost estimate and estimated time of completion for any, or all, assignments. The
STATE shall approve such estimates before the CONSULTANT starts work. Verbal approvals
may be given by the District Administrtor but shall be confirmed in writing.
If the agreed schedule cannot be met by the CONSULTANT due to circumstances
beyond his control, the CONSULTANT shall notify the STATE as soon as possible,
This AGREEMENT shall terminate on June 31, 1988, unless extended by a prior
written supplement to this AGREEMENT.
IV
Payment
The CONSULTANT shall be paid by the STATE for completed work and services
rendered under this AGREEMENT as provided hereinafter, Such payments 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 41 CFR 1-1.5,
A. COSTS
1. Hourly Billing Rates
Payment for all services for this PROJECT shall be on the basis of the
CONSULTANT's hourly bllllng rates. These hourly rates cover 'all
direct labor costs, overhead and profit. A breakdown of these rates 15
attached hereto as Exhibit B, Sheets I through 6, and by this reference
made a part of tr.i;, AGREEMENT.
Additional personnel may bellsed by iheCONSUL T ANT during the
course of PRO:JECT. The hourly billing rates for these Individuals shall
be based on their direct salary rate times the cost factors shown on
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Exhibit 8. All such individual hourly billing rates shall be identified by
the CONSULTANT and approved by the STATE, in writing, prior to
using their services on the PROJECT.
The hourly billing rates may be updated periodically by supplemental
agreement.
2. Direct Non-Salary Costs
Direct non-salary costs will be reimbursed at the actual cost to the
CONSULTANT. These charges may include, but are not limited to the
following items: travel, printing, long distance telephone calls,
supplies, computer charges and fees of subconsultants. Air or train
travel will only be reimbursed to economy class levels unless otherwise
approved by the STATE. Automobile mileage for travel will be
reimbursed at the rate of 20..5 cents per mile and shall be supported by
the date and time of each trip with origin and destination of such trips,
This rate will remain in effect until changed in writing by the STATE,
Subsistence and lodging expenses will be reimbursed at the same rate as
for STATE employees, which is the actual costs but not to exceed
$.50.00 per day. Subsistence and lodging expenses for high cost cities
will be reimbursed to a higher maximum rate as specified in the latest
edition of the STATE Department of Transportation Directive D 72-.50
(AM) and revisions thereto. All of King County in the State of
Washington is a high cost area and will be reimbursed for subsistence
and lodging expenses to a maximum of $7.5.00 per day for out-of-state-
of-ofigin travel. The billing for non-salary cost, directly identifiable
with the project, shall be an itemized listing of the charges supported
by the original bills, invoices, expense accounts and miscellaneous
supper,ting data retainedby,_,the CONSULr.ANr~_Copies ,of the original
supporting documents shall be supplied to the STATE upon request.
3. Maximum Total Amount Payable
The maximum total amount payable, by the STATE to the
CONSULTANT under this AGREEMENT, shall not exceed FIFTY-SIX
THOUSAND FOUR HUNDR:,D SIXTY-FOUR DOLLARS ($56,464)
unless a supplemental agreement has been negotiated and executed by
the STATE prior to incurring any costs in excess of the maximum
amount payable.
8. MONTHL Y PROGRESS PA YMENTS
The CONSULTANT may submit invoices to the STATE for partial payment
for work completed not more often than once per month during the progress
of the work, Such Invoices shall be in a format approved by the STATE and
accompanied by the monthly progress reports required under Section II, Scope
of Work, of this AGREEMENT. The value of the work accomplished for
....,'.i..1 .....'...."'.L ~,'ah De established by the bi1l!ilg i.om the CONSULTANT,
itemizing hourly billing costs and direct non-salary costs. To provide a means
of verIfying the invoiced direct salary costs for CONSULTANT employees,
the STATE wllI conduct employee Interviews. These Interviews may be taken
O,lc.e i. ,l,'eek and NIII consist o~ -eC:brdinJ :h<: ndmes, tl~les a:1d prese;nL duLl~~
of those employees performing work on this PROJECT at the time of the
Interview.
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C. FINAL PAYMENT
Final payment of any balance due the CONSULTANT of the gross amount
earned will be made promptly upon its verification by the STATE after the
completion of the work under this AGREEMENT, contingent upon receipt of
all plans, maps, notes, reports and other related documents which are
required to be furnished under this AGREEMENT. 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 STATE unless such
claims are specifically reserved in writing and transmitted to the STATE by
the CONSULTANT prior to its acceptance. Said final payment shall not,
however, be a bar to any claims that the STATE may have against the
CONSUL T ANT or to any remedies the STATE may pursue with respect to
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D. INSPECTION OF COST RECORDS
The CONSULTANT and his subconsultants shall keep available for inspection
by representatives of the STATE and the United States, for a period of three
years after final payment, the cost records and accounts pertaining to this
AGREEMENT.
If any litigation, claim, or audit arising out of, in connection with, or related
to this contract is initiated before the expiration of the three-year period,
the cost records and accounts shall be retain",'; until such litigation, claim, or
audit involving the records is completed,
II
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V
Employment
The CONSULTANT warrants that he has not employed or retained any company or
person, other than a bona fide emploY:<<:_!~~~,!~_~I~lY_!Q.r, the CONSULT ANT, to solicit or
secure this contract, and that he has not paid or agreed to pay any company, or person, other
than a '.ona fide employee working solely for the CONSULTANT, any fee, commission,
percentage, brokerage fee, gift, or any other consideration, contingent upon or resulting from
the award or making of this contract. For breach or violation of this warrant, the STATE shall
have the right to annul this AGREEMENT without liability, or at its discretion, to deduct from
the AGREEMENT price or consideration or otherwise recover the full amount of such fee,
commission, percentage, brokerage fee, gift, or contingent fee,
Any and all employees of the CONSULTANT or other persons while engaged In the
performance of any work or services required of the CONSULTANT under this AGREEMENT,
shall be considered employees of the CONSULTANT only and not of the STATE, and any and
all claims that mayor might arise under any Workmen's Compensation Act on behalf of said
employee or other persons while so engaged, and any and all claims made by a third party as a
consequence of any act or omission on the part of the CONSULT ANT's employees or other
persons whlle so engaged on llny of the worl< or services provided to be rendered "~rein. ~hll."
ue lne sole obligation and responsiblllty of the CONSULTANT.
_ _ __d_ __~.
The CONSULTANT shall not engage, on a full or part time basis, or other basis,
during the period of the contract, any professional or technical personnel who are, or have
been, at any ti.:oIe during the period of the contract, in the employ of tt,~ Federal Highway
Adminis.ration, or ,he Sr)\TL Ill<cept regularly ledred emploYe!es, '.l.itr.out 'Written consent of
the publlc employer of such person.
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Nondiscrimination
The CONSULT ANT agrees that it will not discriminate on the basis of race, creed,
color, national origin, sex, marital status, 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 recruitment advertising; layoff or
terminations; rates of payor other forms of compensation; selection for training; rendition of
services; choice of sub consultants. The CONSULTANT understands and agrees that if it
violates this provision, this AGREEMENT may be terminated by the STATE, and further that
the CONSULTANT shall be barred from performing any :s.ervices for the STATE now or in the
future, unless a showing is made satisfactory to the STATE that discriminatory practices have
terminated and that recurrence of such action is unlikely.
During the performance of' this contract, the CONSULT ANT, for itself, its
assignees and successors in interest agrees as follows:
a, Compliance with Regulations: The CONSULTANT shall comply with the
Regulations relative to nondiscrimination in federally-assisted programs of
the Department of Transportation, Title 49, Code of Federal Regulations,
Part 21. as '~hey may be amended from time to time, (hereinafter referred to
as the Regulations), which are herein incorporated by reference and made a
part of this contract.
b. Nondiscrimination: The CONSULTANT, with regard to the work performed
by it during the contract, shall not discriminate on the grounds of race, color,
or national origin in the selection and retention of subconsultants, including
procurements of materials and leases of equipment. The CONSULTANT shall
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' set forth in AppendIx B of the Regulations-,
c. Solicitations for subcontract, including procurements of Materials' and
Equipment: In all solicitations either by competitive bidding or negotiation
made by the CONSULT ANT for work to be performed under a subcontract,
including procurements of materials or leases of equipment, such potential
subconsultant or supplier shall be notified by the CONSULTANT of the
CONSULT ANT's obligation under this contract and the Regulations relative
to nondiscrimination on the grclunds of race, color, or national origin.
d. 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 STATE or the
Federal Highwl'Y Administration to be pertinent to ascertain compllance with
such Regulations or directives. Where any information required of the
CONSUL T ANT is 'i' ,he ",xciusive possession ot another who falls or refuses
to furnish thIs Information the CONSULTANT shall so certify to the STATE
or the Federal Highway Administration as appropriate and shall set forth
what efforts it has made to obtain the information.
e, Sanctlo"~ for N""Cllr.'lr"~"~(': r" the event of the CONSIJL TANT's
noncompllance with the nondiscrimination provisions of this contract," the" -..,
STATE shall Impose such contract sanctions as It or the Pederal Highway
Administration may determine to be appropriate, Inclucling,6'ut no'f'Umlted
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(I) tih~olding of payments to the CONS~LTANT under this contract
until the CONSULTANT complies, and/or
(2) cancellation, termination or suspension of the contract, in whole
or in part.
In:orporation of Provisions: The CONSULTANT shall include the provisions
01 paragraph (a) through (g) in every subcontract, including procurements of
m,.'terials and leases of equipment, unless exempted by the Regulations or
directives i.ssued pursuant thereto. The CONSULT ANT shall take such action
with respect to any subconsultant or procurement as the STATE or the
Federal Highway Administration may direct as a means of enforcing such
provisions including sanctions fOI" noncompliance; provided, however, that in
the event a CONSULTANT,becomes involved in, or is threatened with,
litigation with a subconsultant or supplier as a result of such direction, the
CONSULTANT may request the STATE to enter into such litigation to
protect the interests of the STATE, and in addition, the CONSULTANT rnay
request the United States to enter into such litigation to protect the interests
of the United States.
g. Unfair Employment Practices: To comply with RCW 49.60.180 prohibiting
unfair employment practices and the Executive Orders numbered E.Q,70-o1
and E.0.66-1 of the Governor of \:he State of Washington,
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vn
Changes of Work
The CONSULTANT shall make such revisions in the work included in this
AGREEMENT which has been completed, as are necessary to correct errors appearing therein,
when required to do so by the STATE, without additional compensation thereof.
Should the STATE find it desirable for its own purposes to have previously
satisfactorily completed work or parts thereof, revised, the CONSULTANT shall make such
revisions, if requested, and as directed by the STATE. This work shall be considered as Extra
Work and will be paid for as herein provided.
VIII
Extra Work
The STATE may desire to have the CONSULTANT perform work or render services
in connection with this PROJECT in addition to or other than work provioed for by the
expressed intent of this AGREEMENT. Such work will be considered as Extra Work and will be
specified in a supplement or letter supplement to this Ar;r,EEMENT which will set forth the
nature and scope thereof, Work under a suppler'l1ontal Agreement shall not proceed until
authorized in writing by the STATE.
IX
~e: r. '..-: ~t;.c.~n o! ".b:~cr.1cnt
A. The right Is reserved by, the._STATE_to---ter-mlnate this AGREEMENT at any
time upon ten (IO) days written notice to the CONSULTANT.
B, In the event this AGREEMENT Is terminated by the STATE other than for
fault on the part of the CONSULTANT, a final payment sha!1 b,~ n,ad.t tl3 the
CONSULTANT for actual cost for the work complete at the time of
termination of this AGREEMENT. In addition, the CONSULTANT shall be
paie' ,)0 the same basis as above,J.Qr.any..Authorlzed elCtr~-work-completed. No
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receipt by the CONSULTANT of the Notice to Terminate. If the
accumulated payment made to the CONSULTANT prior to Notice of
Termination exceeds the total amount that would be due as set forth herein
above, then no final payment shall be due and the CONSULTANT shall
immediately reimburse the STATE for any excess paid.
C. In the event this AGREEMENT is terminated by the STATE other than for
fault on the part of the CONSULT ANT, a final payment shall be made to the
CONSULTANT which, when added to payments previously made, shall total
the actual costs of 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 any authorized extra work completed. No payment shall be made
for any work completed after ten days following receipt by the
CONSUL7ANT of the Notice to Terminate. If the accumulated payment
made to the CONSULTANT prior to Notice of '!ermination exceeds 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
STATE for any excess paid,
In the event the services of the CONSULTANT are terminated by the STATE
for fault on the part of the CONSULT ANT, the above stated formula for
payment shall not apply. In such an event, the amount to be paid shall be
determined by the STATE with consideration give" to the actual costs
incurred by the CONSULTANT in performing the ''o'i'2,k 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 STATE at the time of termination; the cost to the
STATE of employing another firm to complete the work required and the
time which may be requlf<<fd to do so, and other factors which affect the
value to the STATE of the work performed at the time of termination. Under
no circumstances shall payment made under this subsection exceed the
amount which would have been made using the formula set forth in the
previous paragraph,
In the event of the death of any member, partncror 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 M:~viving members of
the CONSULTANT hereb~' agree to complete the work under the terms of
this AGREEMENT, I! requested to do so by the STATE. This subsection shall
not be a bar to renegotiation of the AGREEMENT between the surviving
members of the CONSULTANT and the STATE, if ~he STATE so chooses.
In the event of the death of a"y of the parties listed In the pr..vlous
".:....6..."';.', ''''.lU1U me survIving member! of the CONSULTANT, with the
STATE's concurrence, desire to terminate this ,AGREEMENT, payment"shall
be made as set forth In the second paragraph of this section.
D. In the event this AGREEMENT Is terminated prior to completion, the original
copies of all drllwlngs, prints, plo1n~ ana fleld notes and other data and
documents prepared by the CONSULT A"NT prior to said termination, shall
become the sole property of the STATE for Its use without restriction. Such
unrestricted, we ...not ,oceurr.lng.... part ,ofthls.PR.OJRC+-ehall.. be without
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liability or legal exposure to the CONSULTANT.
Payment for any part of the work by the STATE shall not constitute a waiver
by the ,STATE of any remedies of any type it may have against the
CONSULTANT for any breach of this AGREEMENT by the CONSULTANT, or
forfallure of the CONSULTANT to perform work required of it by the
STATE.
X
Venue, Applicable Law and Personal Jurisdiction
In the event that either party deems it necessary to institute legal action or
proceedings to enforce any right or obligation under this AGREEMENT, the parties hereto
agree that any such action shall be initiated in the Superior Court of the State of Washington,
situated in Thurston County. The parties hereto agree that all questions shall be resolved by
application of Washington law and that the parties to such action shall have the right of appeal
from such decisions of the Superior Court in accordance with the laws of the State of
W..:;hington. The CONSULTANT hereby consents to the personal jurisdiction of the Superior
Court of the State of Washington, situated in Thurston County.
XI
Disputes
Any dispute concerning questions of fact in connection with the work not disposed
of by agreement between the CONSULTANT and the STATE shall be referred for
determination to the Secretary of Transportation ,of the State of Washington, whose decision in
the matter shall be final and conclusive on the parties to this AGREEMENT.
XU
, -'Legal Relations . - ._, ,.-.-, ..,-
The CONSULTANT shall comply with all Federal, 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 \Va~hington.
The CONSULTANT hereby agrees to indemnify and hold the STATE and its officers
and employees harmless from and shall process and defend at the CONSULTANT's own expense
all claims, demands, or suits at law or equity arising out of this AGREEMENT and/or the
CONSULTANT's and/or its subconsultant's performance or failure to perform any and all
duties prescribed by this AGREEMENT; provided that, nothing herein shall require a consultant
to Idemnify the STATE against and hold harmless the STATE from claims, demands, or suits at
law or equity based solely upon the conduct of the STATE, its officers or employees.
The CONSULTANT shall secure regular Public Liability and Property Damage
Insurance coverage in the amount of $50,000.00 for death or injury to anyone person and
$200,000.00 for death or Injury to two or mOl'e persons in anyone occurrence, and Property
Damage coverage of not less thah $100,000,00 for each occurrence from an I"~""I""" ,....,.,r:o"..
aULnOrlZeO to do business in the State of Washington.
The CONSULTANT's relation to the State shall be at all times as an independent
contractor.
XIII
Geotechnical Subcontracting
The STATE Intends to provide geotechnical services for this project. In the event
of unforeseen circumstan~!.:lIIh~Te~-:,:,STA1E~nnot'r..pclnd..l~,a timely manner, the STATE
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w111 advise the CONSULTANT If geotechnical servicesBre to be provided by a sulicontractor.
By writtenauthorlzation, the STATE may permit subcontracting for geotechnical
portions of work of this AGREEMENT to the following consulting firm:
Hart Crowser A,ssociates, Inc.
1910 Fairview Avenue East
Seattle, WA 98102-3699
for an amount not "to exceed $9,864.00.
Subcontractor costs are direct non-salary costs as defined in Section IV of this
AGREEMENT.
No permission for subcontracting shall create between the STATE and the
subcontractor ,any contract or other relationship.
XIV
Endorsement of Plans
The CONSULTANT shall place his endorsempnt on all plans, estimates, or any
other data 1urnished by him. Plans shall bear the registered professional engineer seal in
accordance with the Washington State Board of Registration for Professional Engineers and
Land Surveyors.
XV
Certification of the CONSULTANT and the STATE
Attached hereto ,as Exhlbit "A" is the "Certl1ication of the CONSULTANT and the
STATE."
,',
XVI
Federal Review
The Federal Highway Administration shall have the right 10 participate in the
review or examination of the work in-progress.
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XVII
Execution and Acceptance
This AGREEMENT may be simultaneously executed in several counterparts, each
of which shall be deemed to be an original having identical legal effect. The CONSUL T ANT
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 of the terms and
conditions thereof.
IN WITNESS WHEREOF, the parties hereto have executed this AGREEMENT as of
the day and year first above written.'
By
ALPHA ENGINEERS, INC,
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APPROVED AS TO PORM:
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Any modification, change or reformation
of the AGREEMEN7 shall require further
approval as to form by the
Office of the Attorney General
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I hereby certify that I am the t1~ Predtde....:r- and du.!y authorized
~et~::ea~~~~: ~f ~e firA~ ~~ ~~" ~:. W'AJ' 7tj18B :
and that neJther I no~ al)ovm F@; .
(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 AGREEMENT;
(b) agreed, as an express or implied condition for obtaining this contract, to employ or
retain the services of any firm or person in connection with carrying out this AGREEMENT; or
(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
AGREEMENT;
except as here expressly stated Of any):
I acknowledge that this certificate is to be furnished to the State Department of
Transportation and the Federal Aviation Administration, U.s. Department of Transportation,
in connection with this AGREEMENT involving participation of FAA funds under Section .50.5
of the Airport and Airway Improvement Act of 1982, and is subject to applicable State and
Federal laws, both criminal and civil.
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CERTIFICATION Of' STATE DEPARTMENT OF TRANSPORTATION
,',
I hereby certify that I am the Assistant ,Secretary for Highways of the Department of
Transportation of the State of Washington, and that the above consulting firm, or its
representative has not been required, directly or indirectly,ilS an express or implied condition
in connection with obtaining or carrying.,ut this AGREEMENT to:
(a) employ or retain, or agree to employ or retain, any firm or person; or
(b) pay, or agree to pay, ,to any firm, person, or organization, any fee, contribution,
donation, or consideration of any kind; ,
except as hereby expressly stated (if any):
I acknowledge that this certificate is to be furnished to the State Department of
Transportation and the Federal Aviation Administration, U,5. Department of Transportation,
in connection with this AGREEMENT involving participation of FAA funds under Section .50.5
of the Airport and Airway Improvement Act of 1982, and is subject to applicable State and
Federal laws, both criminal and civil,
Yt" ::3l1 ,'115(.
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1REAKD0WN OF 0IlECT SAI.AIlY NO DIlECT NON SA1AIlY COST
U.-rT -A-
DlRfCT5AlARY COST,
Personnel
Principal (D. Lanning)
Project Engineer (E. Lee)
Sr. Design Eng. (T. Trochalakis)
Drafter (R. Jackson)
Secretarial
DIRECT NON-5A1ARY COST:
Tr.vel MlCI Per Diem
Per Diem -
Air Tr.vel -
8 Dayslil S
_._ T~Slil S
Cars l&
months
3500 ~ liI S 0.205
Man HouIs
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200
428
20
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$27.40
$20.19
$19.10
$10.91
$10.40
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$ 2,630.40
4,038.00
8.174.80
218.20
832.00
TOTAL DIRECT SALARY = $15,893.40
ESCALATION 795.00
TOTAL ESTHlATED
DIRECT SALARY
= $16,688.00
50.00 ................... S 400.00
................... S
per month liI
.................... S 7tH 00
lOTAl S l,llB.OO
Otllce .and Equipmenl
Rent. , .. , .. . , .. S per monlh e months S
EqUpmenl Rent.1 $ pt<1 month ... _ months S
Reproduclion b~s . . .. . , . . , . , .. . .. . , .. .. . .. .. . , . . .. .. , .. , .. , .. . .. , .. .. . .. . . S
COlTV'nUNc.lions . .\.~~\l[1P,>, . . .,., . ,'. , ,. .' .. .., '" . ., " . , . ,.... ,.. ".,. . .. . ." . S
173.00
265.00
TOTAl S
438.00
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SUMMARY Of FEE FOIl ENGNBlI'lG SEltVICES
Direct SaYry Cost ..,...,............,..........,..............,.....,........'5 16.688 00
Overhead Cost rlnCludin8
payroR additi'..es).........,............... l'lQ Q2 '" '5 23.350 00
Sub- TObI
'5 40,038 00
Net Fee.........."",.,..." . . .. , , . . . .,. . , . . . , . . . . . . , . . , , , .. ., ... ... .,. , . . ,c
5,006.00
Sub-~ota1 $ 45,044.00
Direct Non-SaIary Cost:
a, Travel andpet' diem .............., S
b, Reproduction expenses."." , , . , , . . . S
c, Computer expense .. . . .. . .. . . .. . .. . S
d, Outside ccnsUtants..........,...... S
e, Other (Specify) .................. ..'5
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1,118.00
438.00
, '
9,864.00
Total
S 11,420.00
Sub- Total
oContin&f!ncies
'5 56,464.00
'5
GRAND TOTAl
, 56,464.00
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EX~iIBIT uBn
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Oueets River Bridge Replacement
Jefferson County BROS-2016(4)
Ai"l'ACmIEN'.r A TO silHHARr SBE!7r
- SALAHr ESCALArIOH -
ASSllHED:
30 Months to Complete Contract
Start Dat.,
Januarv 1. 1986
TIME FACTOR:
Portion o~ Work to be pertol'lled at CUl'ftlllt Rat.
.
O~
(Current Rate Monthlsl1'otal Months) CJLHonth8/2Q.MOIlth8)
~ortion o~ Work to be pertol'llled at IDcre...d Rat..
CFi1'llt Increeae Monthlll1'otal Month8)(ALMonth8/2Q.Konth8) .
(Second Incre&8e Honth8l1'otal Month8)(12 HClJlths/30 Monthll) .
(Third Increase Months/Total Months) (~onths/~Months) c
TOl'AL .
SALAHr RATE INCREASES:
~
40 "
40 "
20 %
:0.00.0 ;$
DIIUlC'l' SALARr X TIME FActoR X INCREASE
No E8celation
Current . X
First . 15,893 X
Second I 15,893 X
Third S 15,893 X
Ta.rAL - Dmm'l' SALARr J:SCALA.'rION COST
PREPARED BY:, ~~ &(.0(.4"""'1
CHECKED BY: ~.dft,L ~./.'~,
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40 ~ X
20 % X
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. i 318
. . 318
159
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EX'HIBIT "8"
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BREAKDOWN OF OVERHEAD COSTS
Fringe Benefits
P~roll Taxes . . . . . . . .
Vacation, Holi~s, Sick Leave
Profit Sharing ....
Bonuses . . . . . . .
Medical Insurance ..
, ,
Total Fringe Benefits
Overhead
Administration and Time Unassignable
Printing, Stationery, Supplies
Equipment Rental .........
Rent ...............
Telephone and Teleg~aph Unassignable
Insurance . . . . .
Depreciation ............
Travel Unassignable . . . .
Advertising ........
Professional Dues, Seminars, Meetings
Publications ..........
State and City Taxes and Licenses
Legal, and Accounting .
Miscellaneous . . . . . . . . . .
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,Total AdjlJsted Overhead
Total Overhead and Fringe Benefits
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12.811.
13.291.
6.031.
2.891. -'
8.841.
43.861.
33.101.
10.721.
0.331.
17.741.
3.291
12.97S
5.511.
4.061.
0.131.
1.7M
0.681.
4.381.
1.341.
. . . . 0.031.
96.061.
. . 139.92'&
The above is based on audited overhead by the Washington State Department
of Transportation in October, 19B5.
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EXtllBIT US"
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86-00-1012
TABLEt
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RART-CROWSER & ASSOCIATES , INC.
Summary of Fee Proposal
QueetsRiver Bridge
CoaatructloaObservatloaa
CoetElelllenta
Maabours
Dlrect Costa
-7
Direct Labor 132
Overhead, (196.4% of Dlrect ,Labor)
Lebor Costa (Dlrect & Overhead)
Fixed Fee ().H: of Direct Labor)
Direct Cos.:s '30'''l
PC.. Ilts...,~
Total Fe.
Waiver of Limltetioa of Profesaldoa1 Liabl1lty
$2,736
5.374
$ 8,110
.8Q3- 8U
433
$ '~1~"'1/
500
Total Geotechnlcal Servlces
$ ~ '18'4
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FICA
Unemployment Compensation
Medical Aid ,and Industrial Insurance
Company Insurance and Medical
Vacation, Holiday and Sick Leave
StateB & 0 Tax
Insurance
Administration
Printing, Stationery and Supplies, Postage
Travel
Telephone and Telegraph
Fees, Dues, Professional Meetings
Utilities and Maintenance
Rent
Rental of Equip~ent
Miscellaneous
Professional Services
Depreciation and 'Amortization
Proposals and Marketing
7.7%
1.8
1.0
5.9
17.8
10.0
12.8
32.5
18.7
7.4
4.3
4.8
3.S
12.0
1.2
5.2
11.3
13.4
24,8
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TOTAL
196.4%
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AlL INCLUSIYESALARY JAATES
JANUARY 1986
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DIRECT .sALARY BI LLING RATE
David Lannfng $27.40 $73.98
,Eugene Lee $20.19 $54.51
Theo'Trochalakis $19.10 $51.57
Ross Jackson $10.91 $29.46
L i ndaLarsen $10.40 $28.08
Jeffrey Hill son $14.90 $40.23
GeorgeKlllfnski $14.00 $37.80
Mark 11111111I5 $10.00 $27.00
Susan Beckler $ 8.20 $22.14
Ni ckParanjpye $21.63 $58.40
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ALL INCLUSIVE ,SALARY RATES
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Principal-in-Charge $36.01 $122.24 \18.96
Pete.Douglas
Project Manager $24 :70 $63.85 81. {pI
Gary Horvitz
:Senior Project Engineer $20.30 $68.91 ~',Ol
'Hi keBaily
'ProJect Engi neer $17 .38 $59.00 '6;,42..
Dan Mageau
Field ,Engineer $12.35 $41.92 Ao,BO
Herb Clough
Drafting $15.64 $53.09 ~~ L i~.'-/
Greg Both
Clerical $10.70 $36:32 3':;.3S
Linda Winter
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ALL INCLUSIVE SALARY RATES
JANUARY 1986
FIXED
OVERHEAD FEE LIABILITY
, . -..... ~ . ,-..J--.
Multipliers x OS .. (OS + OS x 1.964 + ,OS x 0.3) 1.04
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.. 3.39456 xDS
Direct Salary Multiplier .. 3.39456 on the above direct salaries.
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Pete ,Douglas
Project 'Manager
Gary Horvitz
Senior Project ,Engineer
Mike Baily
Project' Engineer
Dan Mageau
Ffeld,Engineer
Herb ,Clough
Drafting
Greg Both
Clerical
Linda Winter
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:$36.01
FEE RATE
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$83.85
$20.30
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$68.91
$17.38
:$59.00
$12.35
$41.92
$15.64
$1;;3.09
$10.70
$36,32
*4S Liability Insurance is based on ,the fee.
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Port. AMeles, ,Vashinqton98'362, -te~'3phona 1206)1157-11292.
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A'lpb!'Enq1nee,rs ,:Inc. ,320 Andover Park ElI.st, Soaat-tle, III 98188"
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QUEETS RIVER ,BRIDGE
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IKTBODOCTIOJl ------------------------------------------------
AJU!NDJlEKTS TO. :THE S~.A'J1DABl) SPBC:U.ICATIOIS
,SB~ION1-01.. :D:BF:IIII'1'IOJlS ,AllD TEBBS --
S.ECTIo.lI 1-02, BIll .1'Bo.CEDO.a.as ,AID .cOJUlJ:'%J:O,IlS -----------
,SECTIOII 1-0.3" AIIAllD :IIID :EX1!CIl'.Uo.B OR COJl'1,Il"~ -----------
SECTIOJl 1-,0.'<<&.. SCD!'E ,0.1" TilE 8o..8K ------------~--------------
.sECTIOll 1-0.,... LEGAL llELATIOIISAJlD tlESPo.JlSI.BXL:ITIES ------
SECTIOII 1-0.8... :PBOSECUT,Io.lI AJlll :pjlo..Ga~S ------------------
SECTIO!l 1-0.9... .1!EAStlR!:ltE1I1' ..liD PUft'Eltt -------------------
SE~IO!f 2-D1,CL1!:AllJ:/IG.. GlIll.BBIIG, AllD .aOADSID.B .cLEAIlOP -----
SBCTIOll 2-0.2, B:BIIO,VAL o.F ,S7jiiiC'i'iiBES ,loB>> ,o.BSTJUIC1'XOBS -----
SECn: 0.82-03, BOADIIA! EXCAY.AT1:01l AJIIll :Etl8&JllCtlBJI:r ---------
SE:::1'Io.lI 2-0.9, :STBucrUlIE :EXCAVATIOtl -------------------
,SECTION .3-,0.,3, .S:U'E IlECLAtlA~.IPB --------------------------
SECTION .11-0.6, ASPHAL"'1' 'TIlBATBD BASE ------------------
SEC'l'ION 5-D2. ,,BI'1'UIIXIIOUS SURl",ACE '1'B:!.IT.liIlB" ---------
SEC'1XOB 5~0.<<&, ASPRIL"l'COBCSErB PAVESB.,. ---------------------
SllC'l'XOB 6-02, CO. caRTE STJlOC1'UBES ------------------------
SECTXON 6-03, S~JlBL STRUC~UJlE.s -------------------------
SBC'rXOII ~-OS, :P~l;I/lG ------------------------------
SBC'1'IOII 8-11... GUASD BAIL -----------------------------
SEC'l'r.ON 9-02.. ,B,IrUllXHouS Jll'!'.BBIAI.S--------------------
S EC'l'XON 9-03. A GCilREGA:'1'B S -------~--------------------
SEC'rXOII 9-05. DIIAU1GE STBUC1'OBJlS,CULYJlIITS .lIlD ,COIfD!U~S -----
JBrrEBSOB COUBrf 1I0AD
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SECTION 9-06, S~BUCTUBAL STEB!. AIID BEUTED ftATEJll:A1.S ---- 21
SEC~ON 9-07, REXIIPOBCIBG STEEL ------------------------------- 21
SE::TIOII 9-28, S:IGBUIG .IlArEBIALS AIIIl rABIlICa'l':IOIf --------------- 22
SPECIAL I'JlO'XSXOIIS
EXABIIfA:TIOB OP PLANS, SPECXFICATIOIIS allD SITE or IIO.K --------- 24
PRE-BID COIIPEBEleE ------------------------------------------ 24
DATE OF OPE.rIG BIDS ------------------------------------------ 24
DESCRIPTION OJ' IIO,BI\: --------------------------------------- 25
AL~ Ell If A:T X'E BIDS ------------------------------------------- 25
CONSIDEIlA'I'ION OJ' llXDS --------------------------------------- 26
OTHER CO.TIlAcrs OJi orHEIl lion ---------------------------- 26
SAIfPLES AIfD ,SHOI' DBAIIIIIGS --------------------------------- 26
AIlER:ICAII-f1ADE I5AT.!f<IAL ---------------------------------- 27
SHOP III5PECTIOII EIPEII5E ------------------------------------- 27
PREVEIITXON 01' BIIYIBOllftBII'l'aL POLLUTXOI AIID PBESBlyaTIDII OP
PUBLIC If AT UR AL BBSOIJBCES ------------------------- 28
STATE SALBS TAX ----------------------------------------- 28
COIISTBDCTXOII PEBIIIT llBGOLATIO.S -------------------------- 28
LOAD LIKITS --------------------------------------------------- 36
~AGES -----------------------------------~--------------------- 37
LOHGSBOBBIIBW'S l.t HARSOR MORKES'S COIIPZIsaTZOIf acr ----------- 37
CBRTIFICATION or 50NSEGREGATED PACILITIES --------------------- 37
EQ'JAL EftPLOYlfBlIT OPPOBTUIIITf IBS,PO.SI8ILU'J:IlS ---------------- 37
TRAIIIZBS ------------------------------------------------------ 46
REQUIRED PBDERAL AXD FROYISXO.S ------------------------------- 46
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P&ftICIPA'l'IDII (DElIlB!) --------------------------
IIDIAB PBEFEBEICE AID TBIBA~ aRDI.a.CBS ----------------------
ABCHAEDLOGICaL AID HISTORICAL OBdBC~S ----------------------
THRESHOLD LIJ!IT .ALUE ---------------------------------
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TRAFPIC CO'TBOL --------------------------------------------
ERERGElCY TRAFFIC COJTROL ----------------------------------
PUBLIC '~3.YE.IE.CE AID SAFETY ----------------------------
SPECIALTY ITBRS ----------------------------------------------
PROGRESS or NORK -----------------------------------------
T'IftE FOR CORPLETIOJ ---------------------------------------
FOBCE ACCOOlr JtOBILIZArIO. -------------------------------
!I!ISOBEflEII'1' &.0 PAYlIEJlT ----------------------------------
ROADSIDE CLEAIUP ------------------------------------------
BEROrAL OF STROCTURES AI>> oBSTBocrl0.S -----------------------
BEROVIIG BEAft GUaRD RAIL ------------------------------------ 60
DIsposaL or SORPLOS BArEBXAL ---------------------------------- 61
OBDEa or HOOK ------------------------------------------------- 61
STR9CTOBE EICaY&TIO. - COFFEBDaB ------------------------------ 61
SB08IKG. CBIBBI.G, COPFEBDABS, COICRETE SElL ------------------ 62
SOURCE or RATBBIAl -------------------------------------------- 63
HIULlaG O. OTHER THA. STATE HIGHWAfS -------------------------- 64
S 1'1' E RECLltlATIOIf --------------------------------------------- 64
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ASPHALT TRBaTED BaSE ---------------------.,-
-------------- 64
BI'1'OBI'OUS SU8pac~ '1'BIATBZ.T ---------------------------------- 64
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I!ODII'IED GRADATIOII AID ST.&BIL~J' 01' RECICLED ASPH.&L'f CO.CRmE - 66
ASPHALT COICRETE PAYEflEIT ------------------- 67
PAVl:f(G ASPHALt' REVXSIOII ------------------------------ 68
SURFACE SIlOO'l'HIIZSS 1'08 ASPHALT COIC.ED PAYEIlEIIJ'! ---------- 69
FEATHERIIG ASPHALT COICIIETE P."EfIEIfT ---------- 69
BEX IIP'OBCED COICRETE BRIDGE APPROACH SLAB ---------------- 69
TEST BOLE DATI. ------------------------------------------- 70
BEltO'DlG EI[IS'I'ZIG SDUCTU.E ----------------------- 70
O'l'XLITIES 01 8RIDGE -,----------------------------- 71
SUPERSTR~CTORE .. CUEft S R:n 1!8 BRZDGJ::. AL!'BRIATI\'E &1 --------- 71
BRIDGE IlZ/lOR ITEIIS --,--------------------------------- 72
BRZDGE BEARIIG~ -----------------------------------.---- 72
POST-~~.~:~IIIIIG --------------------------------------- 86
COICRETE '~LASS AX.:J ------------------------------ 87
COICRETE "IXES IICOIIPOIIATZIG 'LY ASH ---------------------- 89
"IXING COIICRE!'E ----------------------------------------- 91
F.XPAISIOI JOII'l' SISTE" --------------------------------- 91
PIGIIEITED SEALER ----------------------------------------- 92
PALSEVORK ..liD FORIIS --------------------------------------- 93
PROTECTXOI OF REUPOIICUG STEEL -------------------------- 95
CASt'- III-PLACE PB ESTRI!:SSED COICRETE ------------------ 95
GIRDER ERECt'IOI ------------------------------------------- 96
Ll'fEH1L RBS'I'BAXIER SIS~E" ----------------------------------- 96
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S'rllUCTIJBAL STZEL -----------
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BOlD....' DECK --------------------------------- 114
PUE TIP ELEVITIOII ----------------------------------- 115
l'tJ8NISU]]IG UD D8'IV'ING STEEL TEST l'XLES --------------- 115
STEEL PXLXMG --------------------------- 115
PXLB DRXVXSG ------------------------------------ 116
ROIDSXDE SEEDXWG ----------------------------------
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PBOTECTXNGPDBLIC AND P8XY.~ P80PERTY -------..---------------
GRITE 18LZrS ---------------------------------------
PLEXlBLE GUIDE POSTS -------------------------------
RAND PLACED IN>> HEAYY LOOSE 8XP811' -------------------------
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PE8"A.EII1' SIGIIXJG -------------------------------- 120
TYPE XII BARRICID! ---------------------------------- 120
APPElDIK ------------------------------------------------- 121
STINDARD PLAIS ---------------------------------------------- 121
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The follGH,inq aaendllents and 15 pecial pro'lis1ons shall be I1sed in
con1l1nction with the 1984 Standard Specifications for Boad. Bridqe,
and IIl1nicipal construction adopted in .:Il1u. 1984.
.
AKB/lDKB/lTS TO !HB STalUARD SPBCIPICATIOHS
The followinq aaendments to the st4ndard specifications are aade a
part of this contract and supersede any conf1ictinq provisions of the
standard specifications. por iDforaational pl1rposes. the date
followinq each aaendaent title indica,te8 the iapleaentation date of
the aaendment or the latest date of r,-ision.
Each aaendasnt contains all current revisions to the applicable
section of the standard specifications and aa, include references
which do not apply to this partlcu1ar pro1ect.
~~~~~PIHIT:IOHS llUTBRftS
{II arch 25. 19l!!il
Roadbed
Se:tion 1-01.21 of the standard specifications is revised to read:
The qraded Jlllrt of the road_y within top and side slopes.
prepar~d as a foundation tor the'pav.aent structure and shoulders.
Roadway
5e:tion 1-01.22 of the standard specifications is revised to r4ad:
The portion of the riqht of .a".ithin the outside liaits of the
siela slopas.
5ubqrade
5e:t10n 1-01.30 of the standard specifications is revised to raad:
The top surface of tbe roadbed on which s,~base. ba... s~rfacinq.
pave.ent, or layers of siallar sat.rials are placed.
Tra waled lIa"
Section 1-01.35 of the standard specifications :\.15 revised to r.ad:
That part at the roadwa, Dade for vehicle tray.l ..cludioq
shoulders and auxiliar, la08..
~~~%lgH_J:Q~_~lD PROCBDURBS AID 'CO.DXTIOH5
11I1~l1-i~A-.1.2U1.
Plans aDd 5pecificatioDO
The first paraqraph of section 1-02.2 of tbe standard speCifications
is revised to r.ad:
copies of plans and specifications vill be on file in the offiCe.
of the Depart.ent District ldlli,ni.trator.. the otfice at the
JBPPBnSOI COU.TY ROAn
QUSBTS RIVER BRXDOS
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t.he chapter offices of ~be Associat.ed General Contract.ors of
ABerica (in Seat.t.le, Spokaaa,YacOIIll, and V:l.180n"1lle, Qreqona.
Th~ firs~ sento:..lce of the second Pllraqraph of section 1-02.2 of the
stllndard specif.Lclltlons is re'lisedto reach
Plans and specificat.ions DaY be ob~a1Ded froa tbe Depar~sent of
Transport.ation at Olyspia, vashinqton by pay.ent of ~he asount set
forth in the call for bids.
proposal Forlls
The third sentence o~ section 1-02.5 of the standard specifications is
::evised to read:
It vill list the estiaated quantities, units of Beasureaent, the
iUss of work, and t.he saterials to bel furnished at the un:l.t bid
prices.
~!l\Ot!2!~.Q1..._'AnRD UD E lBCUno. OF COITIllC'r
R2~I!~!~_114-j~~
Avsrd of Contract
Sect.ion 1-03.2 of the st.andard specifications is reYised to read:
A contract. vill noraally be avardea or bids re1ected vl~bin 30
calendar days after~be bids are opened. Upon sutual COD Gent of
t.he lovost responsible bidder aDd tbe Depart.ent, tbe 30 calendar
da, limit. aa, be extended. After expirat:l.oD of ~he30 day liait,
if no sutua1 aqrees.nt hss been reacbed reqardinq extension, the
Departseat reser'les tbe riqht to award the contrac~ to the next
lowest responsible bidder. The successful bidder will be notifiea
in vritinq vhen the contract has been awarded.
~~TIOI 1-04. SCOPI OrTHB VOIK,
~~~ch 25. 1985)
Coordination of Contract DocuSCnts. Plana, Special prO'li.lons, Adden4a
S<3ction 1- Oil. 2 of the standard specitications i8 rewi..d by chanqinq
the first sentence in tbe second paraqraph to read as follows:
In case of discrepancies. plftDS ahall qow.rn oyer specifications:
supple.ental speCifications whell qo.ern OYer .~andard
specifications: special proYiaiona shsll qo.ern oyer
specifications and plana: aaa unita of aeasure..nt on ~be propo..l
shall qo..rn o.er uaits of Deaaure.ent cOD~ain.d in the apecial
pro'lision8.
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~ce.ber 23. 19851
Laws to be Obseryed
Section 1-07.1 of the standard spec:i.fications 1s re'l'ised by deletinq
the last sentence of the third paragraph.
and Ecoloqy Regulations
of the standard specifications is re'l'ised by adding to
the subheadinq, state Departaent of Bcoloqy, the
Gaae, Fisheries
Se:: tion 1-07.5
t he list under
following:
6. Xaaediately notify the Dl2Ipartaent l)f Rcology should any
accidental spill of oil, che.icals, or sewage occur into the
vaters of this State.
Waqes
The fourth paraqraph of section 1-07.9 of the standard specifications
is suppleaent.ed vith the following:
When the pr01ect in'l'019" both highvav vork and building work, the
contract lIay list a Federal wage andfrinqe benefit rate for the
highway vork and a separate Pederaluage Ilndfringoa benefit rate
for tbebuildinq wort. The Aroa inuhich the worker is physically
eaployedshall deteraine which Pedural waqe and fringe benefit
rate shall be used to coapare against tbestate wage and fringe
benefit rate.
contractor's Responsibility For Work
The first aentence of u~ePti~n no. 5 in section 1-07.13 of the
standard sPecifications is reyi.ed to read:
Any te=porary work such as
teaporarv illuaiostioD which is
third party daaage or Wlder
sbo'l'e, sub1ect to ~he followinq
d~ours, detour structures, or
daaaqllld as a result of 'I'andalisa,
the conditions specified in ~tea 1
liaitations:
One-IIay L>iloted 'rra,ffic control Througb Construction ZOne
The Bec,"lnd aentence of the sub-paragraph uDderCcntractor, Pllrnisbell,
Qn~-Wa'l',piloted Tra1f1~~~ in section 1-01.23(4) of the standard
specifications is rlll'l'ised to read:
The aotbod of calculating reiaburseaent will be by using only that
portion of section 1-09.6 for (1a. 1b, 1c, 14) Labor and (3)
Bqui paent.
~lk%liH_~~SBcaTIO. AID PROGRESS
JA~4ust 19. ~,
Tia. for coaplatioD
The sillth sentence of the first paragraph of 8ectioD 1-08.5 of the
standard specifications is reyised to read:
JEF~B8S0M coal'!'! 80AD
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Recoqnized lIol.ldays shall be 1UI follovs: ,January 1. the tlalrc!
!Ionday of Januarv, the third !tenday of Februarv. lIesorial. Day.
July 4, Labor Day, lovesber 11. 1hanksqivlnq Day and the day
followinq Thanksqivinq ~ay. and Decesber 25.
~TIOIl 1-09.IIEASllllEIlEII'1' AIlD PUItB.'l'
.1!!A'f' 13. 1985l-
weighing EquipDent
The fi ftll /lnd sixt.h sent.ellc. in the second paraerraph UDder Specific
Requirellent.s forPlat.fore scales in Bect.ion 1-09. 2 o~ the standard
specifications is re~ised to~d:
All waiqh or load tickets shall coDt:~in t.he qroBs veiqbt. t.are
weiqht. net veiqht aDd the i~entity of t.he eaterlal. veiqh.d. Tare
\'elghts shall be taken of each conveyance at. l.est 'twice auly.
The folloviDq paraqraph Is insert.ed aft.erthe second paraqraph UDder
Speciflc Baquiresent.s for platforaSCales in l!IlllIctlon 1.;.09.2 of the
standardspecitications:
All cosserical and certified weighers are required to check t.he
scales at least. daily. The scale check .ethods and docus.ntat.lon
procedures for scale checks and tare 1181c;htB vill require approval
by t.he Enqineer. Checks shall be aad. t.hroughout each day to see
that the scales are balanced and x.turn to zero when no load is on
thes.
Force Account
The second full paraerraph of section 1-09.6 of the standard
specifications includinq the ..nteDce br'criDninq vith "'!he 10 percent
supple.ental .arkup...." is replaced with the fOllovinq:
When work is p~rforsed an a force account basis b~ approved
subcontractors, the Contractor vill be allo..d an additional
sarkup eerual to five perceDt of the total cost cosputed tor 1. 2.
and 3 above for all ad.inin.trati~ coats.
Paysent Por !Iaterial on Hand
The second paraqraph of section 1-09.8 of the standard specifications
is revised to read:
'l'he cost of the aaterialB produced by the Contractor such as sand.
qravel. surfaciner sa teral. or aqqreqa tes vJ.ll be deterained by
written evidence supplied by the contractor in sufficient detail
to deteralne his actual cast: to produce the saterials.
The cost of etber ..terial. vill b. detersinedb, lnvoices fros .
saterial supplier ln .afficien~ detail to deteraiae the actual
cost. The Contractor aball furni.b the Bnerin.er a paid involce
within 60 dh'S of the 11litlal pa,..nt. If the pald invoic8 is not
furnL8hed in the pr.scribed tl... an, pa.,.ent that had been .ad.
JEP'ERSON eOUITY ROID
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invoice is furnished.
~~TrON 2-01.~ABXRG. GRUBBX>>G. AID ROADsrDE eLBA>>UP
~tober7. 19851
Disposal of Usable lIateri.l aDd oebris
The second paraqraph of section 2-01.2 of the standard specifications
is revised to read:
The contractor shall ..et all xeguire.ents of state. county. and
Bunicipal requlations reqardinq health, safety. and public welfare
in the disposal of all debris.
Disposal lIethod No. 2- Controlled Burning
The heading and text of s.~ion 2-01.2(2) of the standard
specifications is revised to read:
2-01.2(2) Disposal Hethod Ro. 2 - laste Site
Debris sball be hauled to a waste s1tQ obtained by the Contractor.
Disposal lIethod HO. 3 - Chipping
The second paragraph of section
specifcations is ~evised to read:
2-01.2 (3) of tho standa rd
stumps shall be hauled to a waste site obtained by the Contractor.
~~TION 2-~~~JO'AL OP STBucrURBS ASD OB5TBUCTIOKS
j~s;~r 7. 19851
General Require.ents
The last paraqraph of section 2-02.3(1) of the standard specifications
is revised to read:
The Contractor gay dispose of vaste .aterial in state-owned sites
if tbe special provisions or the Engineer perait it. otherwis0,
the COntractor shall arranqe to dispose of waste at his expense.
Under no circuostance vill the Contrautor be allowed to vaste
.aterial vithin a wetland as defined in section 2-03.3(7). All
costs of disposal shall be included in the bid prices for other
work.
~~TION 2-03.-RQADWAY EICAV1TIOI AND BftBARKIIE>>T
~t.2ber 7. 1 H2i
Disposal ot Surplus lIaterial
Section 2-03.3(7) of the standard llpecifications is revi.ed by addinq
~h. follovinq paragraph between the first IInd second paraqraphs:
Disposal
alloved.
saturated
sufficient
support a
of oxcess aaterial wlthin a wetland area vl11 Dot be
Vetlands are defined as those areas inundated or
by qround or surfac. vater at a frequency ana duration
to support, and that under noroal circu..tances do
preyaleuce of yeQatatioD typicallY ~dapt.d for life in
JEFFBRSON COUNTY BOAD
OfJBBTS RIVER BBJ:DGB
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~~~r12~-1=Q~_2!~OCTOBE EXCAVATIOB
llY!UlLL2..-ll.!l.:!1.
llackfilllnC/
The second paraqraph of section 2-09.3(1)B of the standard
specifications is revised to read:
Alternetivo Sourc~. When saterial fros structure excavation is
unsuitable for use as bac kfill, the nqineer ea,.: requ ire the
contractor to obtain sat:erilll elsewhere; rsquire the Contractor to
substitute selected eaterial in accordance with se~tion 2-03.3(10)
of the standard specification.; or require the Contractor to use
other eaterial covered by the contract, if such substitution
involves work that does not differ qrel1tly fros what uould
otherwise have been required. The Contractor shall provide
backfill lIaterial as proYided in section 1-011. 4 of the staadard
specifications if neither selected saterials nor other contract
eaterials !Ire available.
Classification of Structure Bxcavation
The first sontence of the first pazaqctph of section 2-09.3(2) of the
standard speciflcatio~s is revised to read:
Structure excavation teCluired for bridqe footinqs, pile caps,
seals, winq walls, and retaininq valls shall be clas.ed as
"Structure Excavation Class AN.
Preservation of Channel
Section 2-09.3(3)& of the standard specifications 1s revised by
chllnqinq 1te. nuaber 6 to read:
place riprap around the ollt81de of cofferda.s to repair local
scour.
1l9asureeent
The second and third paraqraphs of section 2-09.4 of the standard
specifications are revi..d to read:
HQ~i.~:L~1U. 'lbe stat.e wUl U.8 th.. Ilid.. of tile t.rench or
pit as horizontal l1.its in seasurinCl eKellyation. 10 pa,.ent for
structure e.cavation will be sa4e for aatarial re.oyed (1) sore
than 1 foot outside the periaeter of any pile cap, footinCl or
seal, (2) aore than 3 f.et beyond the roadway aide of a vinq ..11,
and el) sore than 1 foot beyond the otber alde. llnd end of a vinq
vall.
~over li~. ror. pile cap, footinq or .e.l, the botto.
elevation shovn in tbe plana, or ..t. by the !nqtD.er, vill ..rv.
as the lower liait. in ..aaariDq structure e.eavat.1on. Por a winCl
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and 1 foot below it. Any Bvell f~oa pile-driYinq vill be ezcluded
frOB ezcayation quantities.
par.ent
Tha first paraqraph under Itea 110. 5 in section 2-09.5 of the standard
specifications is reYised to read:
The luap sua contract price shall he full pay for all labor.
saterials. tools. and equipaent needed to build. devater. and
reaoye the shorinq. cribs. cofferdaas or caissons.
If it is necessary to place riprap outside of cofferdaas to repair
local scour, it shall be paid by aqreed price or force account.
a~I:Uf2JL1=.Q1.&_.u.t! BBCLlIU'lIOH
Ig~~2h2~1&-12!2l
Contractor - Proyided Sites
Section 3-03.2(2) of the standard specifications is suppleaented by
the fo110vinq:
Under no circuastance vill the Contractor he alloved to vasta
aaterial vithin a vetland as defined in section 2-03.3(7) of the
standard specifications.
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Anti-Strippinq Additiye
Section 4-06.3(8) of the standard specifications is re.ised to read:
When d,',rect.ed by the IlJlllineer, an anti-strippinq additiye shall be
addad to the asphalt aat.rial in accordance vith section 9-02.Q of
the st~ndard specifications.
o
~!~Ilg!_~=Q1& BITUftIHOUS SUBPACE 'lB!&TftBHT
!!U~!!,-.ll.!}
I!aterials
section 5-02.2 of the standard specifications is suppleaented with the
follollinq:
When cutback asphalts are specified or ordered by the Enqineer for
BST Class A. or for BST Class C used in con1unction lIith BST Class
A. construction sball not beqin until the need for anti-strip
additiye has been deteraiued. The Contractor sball allolf Q
ainiana of se.en 1I0rkinq days after the nec.asary aqqreqate.
a~phalt. aDd additiye saaple. ha.e been r.cei.ed in the
Headquarter's Hat.rials Laboratory in Olyapia for the necessary
tests. Addit iona 1 Ualll Ifill be roquired if the Contractor has
requested aore thau one source of asphalt or additiye be appro.e4.
.JEPPERSON COUll'!" BOlD
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The last sentence of the second JIll raqnph of section 5-02.3(2) B of the
stsndard specifications is revise~ to read:
Asphalt used for patchinq shall be heated to the te.perature
specified in section 5-02.3(3).
Anti-Strippinq Additive
se::tion 5-02.3(11) of the standard specifications: is revised to read:
When directed by the Enqlneer. an anti-strippinq additive shall be
added to the asphalt saterial in accordance with section 9-02.4 of
the standard specifications.
~~IOI 5-04. ASPHALT CO.CBE~E PAVB8BWf
JQs;tober 14. 19851
!Iix Desiqn
The second paraqraph of section 5-04.3(7)& of the standard
specifications is revised to read:
~he contractcr shall obtain
chanqinqthe IS011rce of aSllM lt
asphalt concrete. Blendlnq of
not be persitted.
the ~nqineer's approval prior to
ceun t d urinq the prOdllction of
asphalt fro. different soarces vill
Joints
The sixth and seventh paraqra phs of _ction 5-04. 3( '1) of the standard
specifications are revised to read:
U hen asphalt concrete Pll v..ent is placed ad1ac..t to c..ent
concrete pav...nt. the contractor shell construct lonqitudinal
10ints between the asphalt concrete paye..nt and tbe ce.ent
::oncrete pave.ent. rhe 10int shall be constructed by routinq a
lonqitudinal qroove 1-1nch de.p and 1/2-incb wide in the asphalt
concrete pave..nt and shall be filled to vitbin l/B-incb of flu81a
with a .ixture conforsinq to section 5-0Q.3(5IC procedure B.
All costs io9Olved with cODStruc~inq and fillinq ~be 10ints sball
be incidental to and included in tbe Unit contract price per ton
for the class of asphalt beiuq "laced.
Anti-Strippinq Additive
Section 5-0...3(201 of the 8tandard specifications i8 rG ..1.ed to read:
Wheo directed by tho Bn41neer, an anti-atriPPinq additi.. aball be
added to tile asphalt eaterial in accordance IIU:b section 9-02.:~ of
the standard specifications.
J~PP!BSO. COU.~, BOlD
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1.Q~~ 28., 1985)
proportioninq fla'terials
The sentence and list followinq the asterisk under sec'tion 6-02.3(2)
of the standard specifications is red_dto read:
*:If 'the aqqreqate osed in the con=_te deyelops not lesstban 9S
percent of tbe strenqth of wasbed sand and qrayel fro. steilacoo.,
Basbinqton when 'tested, in accordance with sec'tio09-03.1, 'the
tollowing proportions of ce.ent and aqqreqate .aY be used in Class
loX concrete:
Pouuds of dry ce.ent per cubic yard
pOonds of drY fine aqqreqate per cubic yard
pounds of dry 10. 5 coarse aqqreqate
per cubic yard
610
1,1165
" ,790
Sax. vater per cubic yd. (.allon8
per 100 wt. of ceaent-5.3~
32.5
LOv Shrink Concrete
section 6-02.3 (2) C of the lItandard specifications is r..-dsedto read:
Low shr~,nk concrete aha 11 ..et al.l the reqnire.ent 15 for concrete
Class AX a8 stated in section 6-02.3 of the standard
specifications, except that the quantity of water shall be reduced
such that the water/c...Dt ratiosball Dot exceed 0.38 by voiqht.
A water reduc!nq ad.1.xtur. 'shall be used in this .ix and shall be
liS ootlined in sectioD 6-02.'3 ( 2) B ot the standard specificatioils.
Kacbine Ilixinq
The first sentence of the third paraqraph of sectioD 6-02.3 (Q)A ,of the
standard specifications is rG,ised to read:
:In qeneral, all concrete shall be .ixed for a period of Dot less
than' .ioute after all .aterials, iocludinq vater, are iD ,the
.ixer, except Class D and DX, which sllall be .ixed '1-1/2 .inutes.
placinq Concrete
Tha 8eYen~.en~b paraqraph of s.ction 6-02.3(6) of the standard
specifications is supple.eated by the follovinq:
The concrete traffic aod pede.trian barrier May be coastructed by
~hG slip-forainq a.thod at the contractor's op~ion.
If an unsatisfactory barrier is constructed, tbe Contractor sball
stop wort, r.soye the unsatisfactory barrier, aDd tate correctiy.
action before proce.dinq.
JEPPBRSO. COONTY SOlD
QU!BTS UIVBB BUIDG!
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The .axi.uB allowabLe deviaticn fro. a 10-foot straiqhtedqe held
lonqitmdinally on the front face. tap surface. and hack face shall
be 1/4 inch.
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Th21 eleyentb paraqraph of section 6-02.3 (6)A of tbe standard
specifications is revised to read:
Concrete for use in all castinqs above fOOt~Dgs shall Dot exceed
90 deqrees F at ti.e of place Rent. The Contractor shall e.ploy
such .aasures as are necessaty to aaintain the te.perature as
required. The lReasures ea, include shadiner. coolinc;theaqqreql!.te
piles, refriqeratinq the eixinq water. or substit.ution of crushed
ice for all or a portion of tbe Rixinq water. Spriaklinq the
aqqreqate piles with water will nat be allowe4. When ice is
substituted, ~t shall be coupletel, .elted at the tiRe of
placement. 'When the Bnqineer deterwin.. there is a prObability
tbat concrete teuperatu:.swill exceed 90 deqr.~B P UDder nor5al
concretinq pract.ices, he II a, require that ueasures to reduce t.he
concrate telpelCature be.ade .vailab"lll prior t.o the start: of
concrete place.ent. Teaperat:ure reduction aeasare. shall be
subiect to ap~roval by t:he Bnqineer.
pl!cinq ,Concrete in Water
The first sent:ence of the last: paraqraph of 88ction 6-02.3(6111 of tbe
stsndard specifications is re.~sed to reed:
Concrete plac~d unde~ .ater chall be Class D or DI and shall be
proportioned for a .aEiaua sluup of 7 iD~hes.
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l'inishinq Roadwa, Slabs
The title of sQct,ion 6-02.3(101 of the standard specificatioDs ill
ri3.ised to read:
6-02.3(10) Roadvav Slabs
The ele.enth paraqrapb of section 6-02.3(10) of the standard
speciflcat:ions is re.ised to read:
o
Concrete shall be placed the full width of the roadway Blab or tbe
full width between cODst:ruction ioints ahown iD t:hepla DS. In
qeneral, construction 10ints eust be o..r be..s or webs which vi11
adequately sapport the slab OD eacb aide of the 10iDt. J~iat.
will not be pereitted o.er fliere.ellCept as ShOUD 10 the plaDs.
The construction ioint shall te for..a .ertical aad in t:rae
a1iqneeDt. Falsework and vedq.s sapportiDer eaab part of tb.
roadway slab shall not be rele..ea uDtil tke cooc~te of both
parts has properly aqed as pro,ided in the.. speCifications.
0 The twelfth paraqraph of section 6-02.3 (to) of the IItaDdud II'
specificatioDs is deleted. . .
,_..J JEPPBBSOM COOMTY lOAD
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The fourteenth Faraqraph of section 6-02.3(10~ of the standard
specifications is supplemen~ed with ~he followillq:
All concrete splashed or otherwise deposited on exposed
reinforcinq steel of ad1acent parts shall be removed before those
ad1acentparts are poured.
The sixth and seventh sentences of paraqraph 21 of section 6- 02.3 (1 01
of the standard specifications which beqins at tbe bottOm of paqe 206
are revised to read:
The texture shall not extend into areas within two fee't of the
curb lines. The non-textured concrete wit bin two feet of tbe co~b
lines shall be hand finished wit:h a steeltrowe1.
Curinq and !'inishinCl Concrete Traffic and pedestrian Barriers
The sixth paraqrapb of sectien 6-02.3( 11) A of 'the standard
specifications is reVised to read:
The Con~ractor shall suppl., sufficient water and workmen to
pro perl., cure ,the concrete surfaces in the .anner and for the
1enqth of ti&9 specified. No curinq compound of any kind shall be
used on the new concreto sasonry ellCept upon roadway slabs,
sidewalk slabs, slip-forBad concrete traffic and pedestrian
barrier, and the top slabs of culverts, as specified in soction 6-
02.3(11) of the standard specifications.
Section 6-02.3(11) A of the standardlJpacifications is supplemented by
addinq the fOllowinq after the sixth paraqraph:
For concrete traffic and pedestrian barrier constructed bv the
slip-for.inq .etbod, tbe concrete finishinq shall consist of two
separate operations. The first operation shall consist of
finishinq the barrier vith a steel trowel to close all surface
pockmarks and hole2. The second operation shall consist of a
liqbt brush finish in the vertical direction on the front and haCK
face and in the trans.erse direction on the top surface of all
plain surface finish barrier.
After the finishinq operations ha.e been co.pleted the slip-foread
concrete traffic and pedestrian barrier shall be cured by one of
the follovinq methods:
1. After the free water has left the concrete surface, spray with
clear chlorinated rabber type curinq co.pound, Type 1, applied
in tllO applications. The total coteraqeshall be at least one
qallon per 100 square feet. Not later than the Borninq
follovinq application of the curiDq compound, the slip-for.ed
barrier shall he covered with vhite reflective type sbeetinq
for a period of at least 10 davs. At the end of the curinq
periOd the curinq coepound shall be completely re.oved bv
.J F!),PEIlSON COUIITY BOAD
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proYide a aoi~orB appearanCG.
2. As soon as the It&rr~or us 9aine4 suffici.nt atrenlfth to
preY9Dt daaaqo. COYU with beay, ..iltod blllDkets _bicb ahall
belt.~ cClotinuousl,..t for a "rioa of at loast 10 day.. &t
'the elld of the curioq peri04 00 .4.21:t.1ooal fioisbinq v11l bo
reqllired.
CODstruction Joints
The first paraqraph of section
spacificatioDS 1s reYisoa to read:
6-02. 3( 12) of tbo stanaud
CoostruC'l:inn 10ints shall be _ao _.re sbonio tho plUS. 11:
a ppro Yell by the Bnqlule!l:. e-oastructicll;; 1011&ts ahon in t.bo plaus
aa, be 4alo1:8d or relocated oraO,ait10nal colls'truct.loll 1oin:1:& IlIA'
be for..d if reqoe.:1:8 for .~ch ChaD".. are .obait.ted 10writ10. b,
:1:he COlltractor. JDy~equost for sacb CbaDqe. 8..t be aceo.panied
with a dr.winq shovlnC)' tbe propo80d r810catloa or 4010tion.
&d4i1:iolla1 costa due to chaD..s in con.truct~oD jointsr.que.ted
by tbe COD1:rac:1:or will be at biB .ZpeD_.
All constraction 10lote shall .. D..~l, fora.d .. shown ia ~ko
plus by the IIse of qade strips or other .....'ro".4 eetho4ll~
Irre,u1ar or ua4ala~inq pour lin.. will DO~ be allow.4. &11
construction 10intG ~ball be ei~b.r .oxi.oatal or .ertical. or if
tho aaiD r.infcsrce.ntis 1ncU,actd. tlae 10ints shall be Dorsal to
the direction of the .aia rQinforcoa.n:1:. .ire ..sk of aD' t~nd
lIill oat be p.r.Ut.4 for for.illS _.rial. lAy.aqer.ball not
be used 00 :1:he 1oint. but lip. aad edqinqs sball be r..o..a b.fore
a.kinq the ad1sc.nt poor.
The thirQ paraqraph of ..ction
specificatioDs is r..is.d ~o read:
Sh.ar keys shall be pro.id.a at all co...tra~iDn :loifts exc.pt.
tho.e wber. tb. plaus call for rouqh.llOd 8urfaca.
6-02.3(12. of th. stanaard
BraciDq
Section 6-02.3(1')C gf the staaaarQ .pecifications is r..is.d by
ad4inq th. fOllowinq paraqr.,b b.t..aa th. fir.t an4 ..cena para.aph:
Bracing .~:~l b. '~~~.i4~! b~...n 'r.str....a concrete qirders to
pr.w.nt .o....nt or rocation wb.n ~.. 4laphraqa .n4 road.ay slab
are pour.d.
The qir4er tabl. in the ._nth paraeraph of secUoD 6-02.3C1,.C of
the staadar4 specificatioDs i. ~..ised to zeaa:
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Ser1.es 6 Girder - 2 feet-6 inches
Series 8 Girder - 3 feet-6 inches
series 10 Girder - 5 feet-3 inches
Seri.es 14 Girder - 5 feet-6 inches
Fora Ties
The second and tbird paraqraphs of l!lec:tioD 6-02.3( 11) E of the standard
specifications are revised to read:
wire fora ties aDd taper ties vill not be allowed.
Placinq and Pasteninq
section 6-02. 3 (2il) C of the standard specifications 15 supple.ented by
addinq the follovinq after the first paraqraph:
The reinforcinq bars for the slip-formed concr.te traffic and
pedestrian barrier shall he tied and braced to prevent
displace.ent of the reinforcinq caqe dorinq placeaent of tbe
concrete.
Weldinq Beinforcinq Steel
The thirteenth paraqraph of nection 6-02.3 (21!1 E of the eta ndard
specifications which starts with -The folloyinq proc.dure..." 1_s
deleted.
Prestressed concrete Girders
Section 6-02.3(25) of the standard specifications is rewised by addinq
the followinq paraqrapb betw.en the third andfcurth paraqraphs:
The width of the end block under series 14 Girder aay be chanqad
to 1 foot 4 inches proyided that the reinforcinq steel in the ond
block reqion is ad1uste4 to aaintain the clearance as shown in the
contract plans.
castinq and ShOp Plans
The second sentence of the sixth paraqraph of section 6-02.3 (25)C of
the standard specifications is reY!led to read:
The block oats shal! be: not aore than 1 inch in diaaeter; spaced
at 6 feet - 0 inches a..i.u. lonqitudinally; and aore than 3
inches froa the oatside edqe of the top flanqe for the Series 4
thru 10 Girders and 10 inches for tbe Seri.. 14 Girders.
Handlinq and storaqe
The first sentence of the second paraqraph at section 6-02.3 (25)G of
the standard specifications is reYi.ed to read:
Lonq qirders, aad specifically tho.. oWlr 105 teet in lenqth for
series 10 and oyer 112 feet for series 14 qirders, shall be braced
laterally to preyent bucklinq durinq transportation and erection.
JEPrERSOH eOUHTY 1010
QUllfS RIYIR BRIDGE
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The first paraqraph of sec~ion 6-02.3(25IJ of the standard
specifications is revised to read:
Prestressed concrete girders shall not be shipped antil tests 00
concrete cylinders.. flIanufactured of 'the sl'I.ae CO,!lcre~e and cured
under the saae conditions as the girders. indicate that the
concrete of the particulu girder bllS attained a coapreslli"e
strength equal to the specified design coaprassiye strength of the
concrete in the girder aad attained a siniaua aqe of 7 days for
Bulb-'l' prestressed qixders and 10da VB for all other prestressed
concreto qirder8~
The first sentence of the second paragraph of sectlen 6-02.3 (25)J of
~he ;staodard specific4~inns i.revised to r~ad:
Durinq shippin~. the girders shall be supported within: 3 feet of
the ends of tho qirdersfor series _.. 6.. and 8 and for Bulb-~
pr~stressed 9irders: wi~hin " foet for Series 10 prestressed
qirders: andvithio S feet for Set'1es '1" prestressed qirders.
The CIlrl211ZA POB CIlECUIIG GIRDER STRESSES AT 'I'IIUlO' LI'TIIG OR
TIlANSPORTInG undsr section 6-02.J(25IJ Of ~b. standard specifications
are reY!sed as follows:
4.
Prestress losses
1 dav - 1 !lonth
1 1I0Di:h- 1 y.ar
1 ve.r or lIore
20.000 psi
35..000 Pili
&t 1t5,OOO psi fSax.1
5. Iap.ct on dead load:
Lifti~q . 01
Transpori:lnq .., 201
Anchorages
The sixth paraqraph of section 6-02.3(2618 of i:he standard
specifications is revised tc read:
<<)
The Contractor shall sgbait
hiaself or his aqeat. for each
proposed for U.8 showinq that
95 percent of the oltia.t.
reinforceaeat.
. ceri:i fied report... pre pa red by
sixe and type of anchoraqe d."ice
the anchoraqe ass..bl, will deyelop
atreaqtb of the pre.tre.sinq
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Messur..ent
The third sentence of the first paraqraph of .ection 6-02.. of t.ke
standard specification. 1. r..1.ea ~o read:
Claso D or 0 r Concrete.. Ifhen ..a in tha ..al. of an der..tar
cofferd.... Ifill be paid for oa the b.al. of the actaal yolg..
depo.it.d as deterained by the aYIe.qe cross-..ction.l area of the
JE'PZRSOY COOlfY 1010
QUBBTS RIVEI BRIDGZ
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inside of the cofferdaa ezcept that
the voll1D8 so deterained which
bOl1nded by vertical plaDeB one foot
the seal.
no pa ,aent vill be Dade for
is ol1tside of an ar_which is
outside of the Deat lines of
S~CTIOH6-03. S~BBL s~BucrUBES
IDeceaber CJ. 19S51
substitutions
The second sentence of section
sp~cifications is revised to read:
should the substitution of heavier aembers be al~owed upon the
contractor"srequest, the substitlltion sha~l be at ,no additiona~
cost to the state.
6-03.3 (9)
of the standard
Asseabling and Boltinq
The eiqht paragraph of section
specifications is revised to read:
IIhera bolted connections are shown in the plans or specifically
authorized, all bolts, nats, and washers sball confora to the
specificati.olls for _teriel aDd asDltably ofstructura~ 10ints
usi ncr high strenc;th steel boltsl!.s pro.idedin Di.ision I, D0si;oii&,
Article 10.32.3, .lnd Division II, Construction, Articles 10.3 an&!
10.17 of the current AISH!O stander&! specifications for Highwa,
Bridges.
6-03.3(28) of the standard
:i.ll!;U21L..~_2.lU.G
12~i2R1~ 14. j9~
Dri.ing I.>il.s
The second and third paragrapbs of .ection 6-05.3(1)B are replaced
with the following:
piles shall be driven to depths sufficient to develop the load
bearing capacit, shoun in the plan., but not ,less than 10 feet.
II hen Dini.uD tip ele.a tion is specified, piles shall be driven to
reach the specified .iniau~ ~ip elevation unleas otherwise
directed b, the Enqin.er. If the loa&! bearinq capacity of ~he
piles bas not been reached a~ the specified tip ele.ation, driwinq
shall continue until the load bearinq capacity is reached.
The second sentence of the eighth paraqraph of sec~ion 6-05.3(1)8 i.
delet ed.
Equip.ent for Drivinq
The sixth paraqraph of s.c~ion
specifica~ions is revised to read:
Precallt concrete p~le. 13 inch, 16 inch, and 18 inch in diaMter
shall be driven with a single-actinq ateaa, air, or die..l ha.Der.
The haa.er used shall de,alop not 1... than 13,000 foot-pounds of
6-05.3 (1) c of ~he standard
J!VrEBSO>> couwrr BOAD
QUEIlTS IIIVIlR BRIDGE
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eou:" y per bloll' Lor 13 inch pile aod Dot l.ess than 24,000 foot-
pounds of enerqy per bloll' for 16 iDch and 18 inch piles. Yho x..
Ifeiqoht shall be notleBs than half the veiqht of the pile llIld t.he
ratio of foot.-pounds of eoerqy to r.. lI'eiqht. shall not eKceed 6.
Test Piles
The third sentence of t.he first paraqraph of section 6-05.3(1)D of the
standard specificaticns is rewisedtoread:
~est piles shall be of the s..e aaterial.s as the perBinent Jdl.es
and shall be driwen with a pi1~ tip IIhen pi1e tips are specified
for the per.anent piles.
Deter.ioation of Beaxinqo Values
The first paraqraph of section 6-0S.3(2)F is re"ised t.o re.d:
The safe bearinq walues for ti.bllr piles shall he deter.ined by
the follollin" for.alas.
P = -l!H- for qravit.y ha..ers
5+1..0
P = -liB- for all sinq1e-actinlJ ha.mers .nd
5+0.1 cl.osed end (double act.inc) die..1 ha...ra.
p ~ 2"',+&pl for double-actinq st.ea. or
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P = safe bearinq po..r iltl J!cuD4s.
v'. 1f8iqht in pounds, of st.rikinlJ parts of ha..er.
" .. drop of ha ..er or stroke of ra., in feet.
A .. area of piston in square iDch...
p .. ste.. pressura in pounds plr slJaara inch at the ha..ar.
5 . the a"er&"e penet'ratioD in inchas par blow for 'tbe 1&81:
5 t.o 10 blows for qra wit, ba..ers and 'the la.t. 10 t.o 20
blolls for .tea. or air ba..ers.
o
· Par closed end diesel h....r. (doable actia,) t.he aa.r" (8R) i.
~o b. det.$r.iaed fro. ~be bounce cba.bar readiaq. Bounca cbaaber
qauqe is ~o be calibrated for .acb pr01ect.
Curinq
Th8 .econd and third sent.anc.. of tbe fir.~ paraGrapb of .ac~ion 6-
05.3 (l)e of ~be e1:andard epeciUcat.ionll are r."i.." to road:
~ba concret.e IIhall be kept vat cOntiauouslY for a p.riod of not.
1esll tban 10 da,. when ~ype II portlaad ce..at i. a.ed. and not.
la.s t.han 3 da,. when Type III port1&8d a...a't i. u..4. Sid.
tor.s .ay b. re.ovad at aD, ti.. Ift.ar 2q bour. fro. tbe placlaG
of t.he coacJ:etlil, proddad t.b. air te.pera'ture .urroandinll t.be
concret.e ia a.iatainad at a .iai.u. t..per.tura of 50 a_lIrea.
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O~!ITS DI'ER BRIDGB
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used or 3 days vhen Type ~II portland caaellt is used.
Driving and Inspection of steel Casings
The first sentence of the fifth paraqraph of section 6-05.3(~)B of the
standard specifications is revised to Dead:
where piles vith steel casinqs are used, and a portion of the pile
is eKposed to viev ~ove the finish qroundline or the low vater
line in vater crossinqs, the steel casings shall not extend above
an elevation 0.5 feet below the finisb ground line or above the
lov vater linft as deter.ined by the Enqineer.
Reinforce.ent
The last tvo .sentences of t!le,third Illlraqraph of section 6-05. 3 (4) C of
the standard specifications are revised to read:
SpiralhooPlnq reinforce.ant shall be placed at 6-inch centers the
f 111.1 lel1qth of 8ain r,eiDforcaeent. The SPiral hoopinq shall be 115
cold dravn lIire.
~restrossed8011cv concrete piling
Section 6-05.3(5) of the standard specifications is suppleaented with
the following new section:
6-05.3(5) C Deterainai ton of Bearing ca pllcities
Bearing capacities of prestressed hollow concrete piling shall be
doterained hy the foraulas Ilnder section 6-05.3 (2) P.
payaent '
The first sentence of the second paragraph of section 6-05.5 of~he
standard speCifications is revised to read:
Test piles vill be paid for at the unit contract price per eaCh
for "Purnishing and Driving (kind) ~est Pile", which price sball
be full co.pensation for furniShing and driving ~est piles, and
fllrnishinq and installinq a pile tip vhen pile tips ara specified
for the par.anent piles, to the bearing capacity or penetration
required by tbe Engineer and for pUllinq the piles or cutting the.
off. a8 required, and for re.ovinq thea froe tbe .ite or for
delivery to tbe state for ~lvaqe when ordered by the ZDqineer.
aR~Ii2I-!=1l&~UIBD BAIL
iAu1Ll&..;.lH~L"
"assureaent
The first paraqraph of .ection 8-1'.~ of tbe standard specifications
is revised to read:
Keasure.ent of bea. guard rail vill be by the linear foot aeasurea
along the line of the coapleted quar,/! rall frOB en/! to end.
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JEPPEBSOI COUNTY ROID
QUEETS RIVER BRIDGI!
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includinq transition sections, eltPllDsion sections. and terunal.
sections.
SECTION 9-02. BITU"IBCUS "ATBBIALS
~ril 29. 1985)
Rapid Curinq !RCI Liquid Asphalt
section 9-02.1(31 of the standard specifications is revised as
fol10lfs:
Under the cclu.n 1abeled "BC-250". the vol a.e percent of total.
disti11at.e To 1137 F is revised to 35.
Under the colu.n labeled "lle-BOO". the volu.e perceJlt of tot8l
distillat.e To 437 JI' is revised to 15.
Anti-stri ppinq Additive
section 9-02.4 of the standar" specifica~ions is revised to read:
when direct.ed by tbe ~qin.er. asphalt aaterial abal.l be treated
witb an approved heat-s'tllble anti-strippinq additive. Tbe anti-
strippinq additive shall. be added to tbe asphalt at tlae point of
shipment and Bba!l be at the percentaqe desiqnated by ~h.
Enqineer. not to exceed 006 Plrc&nt by .uLqht of t~. asphalt. TIa.
anti-strippinq additive shall he approved by the "atGrial.s
Laborat.ory prior to usa. Once desiqn.tea for use on a specific
pr01ect. the brand. qra4e or pe~.Dtaqe of anti-strippin~ additive
shall not be chanqed witbout approval of the Enqineer.
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S EC'I'ION 9-03. IGGBEGll TES
JAeDJ...22. 19851
Deleterious Substances
Saction 9-03.1(2)A of the standard specifications is revised to read:
The a.ount of deleterious substances in tho vasbed aqqre;ate sball.
not exceed the follovinq ..l.ue.:
(1) particles of .pecific 9raYi~y less tban 1.95 ... 1.0
percent by veiqht.
(21 orqanic eatter. bY col.ori..tric teet. sba1l not be darker
tban the ~efer.nce standard color AS'I'" Desiqnation C 40
unlesB other tests prove a darker color to be har.l....
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Gradinq
The last paraqraph of aectlon
specifications i8 revised to read:
Pine aqqreqate Class 2 sball ...t the require.eat. of IISHYO "6
Section 6. Gradinq. and section 7. uniforaity o~ Graainq. 1m
addition to the qradinq requir...ats li.te4 in AaSHYO 16 SectiOD
6, fine aqqreqate Class 2 lIha1l ...t the fOllo"iDq require..nt.s:
9-03.1(2) B
of tbe .t.andard
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JEPPBBSOI COUNTY lOAD
QI'BIlt'S UYEII 8R lOGE
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percent passinq u.s. 10. 200 s~eve... 0 - 2.5 by weight
Use of Substandard GradinqB
The second paragraph of sec tiOIl 9-03.1 (2) C of the standard
specifications is revised to read:
Passing u.s. 80. B 951
Passin" u.S. 110. 16 801
passing u.S. 110. 30 601
passinq 0.5. 10. 50 201
Passing u.s. 110. 200 02.S1
&l.l percentages by weight
Grading and Quality
The table in section 9-03.4(2) of the standard specifications is
revised to read:
Crushed
Coyer crushedScreeDing
stone 1 l'ass~nq
Pass1nq S1e_ I
3/4ii-sQuare .pass:!.ncr 5/8-1/,".-6/B--.,D .o..U.1--~/9" 3/8"-'10- 1 .1""-0"
100 100 100
5/B" Squar3 95-100 95-100 95-100 100
112" Square 95-100 100
3/B" Square 90-100 100
1.14" Square 30-50 0-10 30-50 0-15 50-75 90-100
D.S. 10. 10 0-3 0-10 0-3 0-10 30-60
!l.S. 10. 200 0-7.5 0-1.0 0-1.0 0-1.0 0-1. 0 0-10.0
" Fracture. by
veicrht aiD. 75 7S 75 75 75 75
Sand Ilquivalent
lIiD. 40
Static strippinq
Test Pass Paaa l'ass l'ass l'ass Pass
G ra ve 1 Borrow
The last paraqraph of section 9-03.14 of the standard specifications
is J:8vised to read:
. If requested by tho Contractor. the screen size aay be increased
by approval of the Enqlne.r if it iadeterained that larqer size
aqqreqate will he satisfactory for tbe specified backfillinq or
eabankaent construction.
JErrEBSOII coulI~r BOlD
QUBB'I'S RIVE. BRIDGE
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~~tIQ!_2=92&-RIA1HAGE STRUCTURES. CULYERTS aID COIDOXTS
~~28. 1985)
zinc Coated (Galvanized) or Alueinua Coated (Aluainized) Corruqated
Iron or Steel Drain Pipe
The last sentence in section 9-05.1(2) of the standard specifications
is revised to read:
Welded seas alueinua coated (alusinizedl corruqated iron or steel
drain pipe with ..tallized coatinq applied inside and out
followinq weldinq is acceptable.
zinc coated (Galvanizedl or alueinua Coated (Aluainized. corruqated
Iron or Steel Underdrain Pipe
The l.ast sentence of tba first paraqrapb of section 9-05.2(4) of the
standard speCifications is revised to read:
Welded sea. al.uainua coated (alusinized) corruqated iroD or steel
under drain pipe with eetallized coatinq applied inside and out
followinq w.ldinq is acceptable.
Steel Culvert Pipe and Pipe arch
The 1ast sentence in section 9-05.4 of th8 standard s~cifications is
revised to read:
welded seaa aluainuB coated (aluainized) corruqated steel pipe and
pipe arch witb metallized coatinq apPlied inside and out follollinq
weldinq is acceptable.
Reinforced Concrete Stora Seller pipe
The second santence of tbe first paraqraph of section 9-05.7(2)A of
~h9 standard specifications is revised to read:
section 7.3.1 of AASBTO Desiqnation "170 sball be aumded to
require that both hells and spiqots shall be reinforced in pipe 30
inches in diaaeter and qreat&r.
Steel stors sever Pipe
section 9-05.10 of the standard specifications is revised to read:
steel store se.er pips shall confora to tbe require.ents of
section 9-05.4 for steel culvert pipe and .hall be either
helically corruqated lock seae or belically corraqated continuous
welded steel pipe. Helically corruqatea l.ock .eaa steel pipe
sball require protective T~atsent 5. Welded sea. alo.inu. coated
(alosinized) steel pipe shall require setallized aluaino. coatinq
inside and out followinq weldioq.
M3tal pra.. and Grat. for Catcb Baains or Inlets
The beadinq for section 9-05. 15(2) ls re.ised to read:
JEF,saso. COUrTl 1010
O'JEEtS RIVER BRIDGE
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In1ets
Tbe first sent:ence of t:.e second paraqraph of section 9-05.15(21 of
the standard specifications i. revised to read:
castings for qrates and solid .utal. covers for catch hasins and
inlets shal.l be cast steel. or ductile iron as specified in section
9-06.8 or 9-06.14 of tae standard specifications and as shown in
the standard plans.
SECT:rOI 9-06. .~!I'!!or::2UI!'" STEBI. AKD BEl.lTBD IIlATEBIUS
, oece.ber 9. am
Hiqh strenqth Bolts
Tbe' l.ast sentence in the fOarth Paragraph of section 9-06.513) of the
standard specifications is revised to read:
Tei5ts shall be .ade ill accordance with the ,applicabl.e llSTI!l
require.ents.
Shear Connec1:orll
section 9-06.15 of tbe st:sndard specifications is revi_d t.o read:
ftan~factur. and inspection of studs for shear connectors shall
conforc to th8 requiresents of Division II, Articlos 10.3 and
10.19 cf the curr.nt AjSH~O sta>>dQrd Specifications for Hiqbwa,
Bridqes.
Elasto.eric Bearinq Pads
The first sentence of the first paraqraph of sGct:ion 9-06.21 of the
standard specifications i. re,188d to read:
Elasto.oric bearinq pads shall conform to tbe physical property
require.ents of the current liSOTO Standard SpeCifications for
Hiqhvay Brid~es. Di.ision XI. Section 25.
~lts and Bol.ted connection.
Section 9-06.23 of tbe standard specifications is deleted.
SECTIOI 9-07. BBI.FOBCING S'I'BBL
..Ll.\1lle 3.. 1985l'
Defar.ed steel Dars
section 9-07.1 1. supple.entod by the followinq:
Defor.ed st.el barll ar. referr.d to in the plans and
specification. by nU.bers; for ....pl.. '3. '4. '5. etc.
JBPFBBSOI COUNTY lOAD
QUBB'I'S ax'ER BIIDGB
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Section 9-07.2 of the standard specifications is revised to read:
Where plain steel hars are splcified. they shall conform to the
cbe.ical and physical properties of AS~B & 615. Grade 60. unless
specificallY noted otherwise. Pl.ain steel bars are indicated in
tbe p1ans and specificaticns by fxactions of an inch: for exaaple.
3/8" lI. 1/2- P. 51'S- II. etc.
Spiral 'lies
section 9-07.2(3) of the standard specifications is del.eted.
lIire "ash
Section 9-07.4 of tbe standArd specifications is revised ~o read:
wire aesh for concretft reinforce.ant &hal.l confora to the
require.ents of tbo Standard Specifications for 8eldedSteel Wire
Fabric for Concrete Reinforce.ent. 1ST" DesiqDatiQD I 185 or the
Standard Specifications for 8e14ed Deforaed Steel aire Fabric for
Concrete aeiuforce.9ntQ 1ST" DGslqnation & 491~ All wire aesh
sbal.l be of aD approved tind and quality of .anufacturer.
Cold Dra vn wires
Section 9-07.5 of tbe standard specU1cations is suppleaented by the
follovlnq:
Cold drawn wire is noted in the plans and specifications by the
letter W followed by a n.aber indicatin9 the crose-sectional area
of tbe wire i~ bUD~redths of . square incb: for exa.ple. W2. W4.
ll5. etc.
Defor.ed wire
N9V section 9-01.7 is added to the standar' .pecificatioDs as follo.s:
Defor.ed wire shall confor. to tlte require.ents of lS'I'1I
Desiqnation I 496. Defor.ed ste.l .ire for Conccete ..inforc.aent.
Deforaed vire is noted in
letter D. follolled by a au.bar
of tbe vire in hundredths of a
etc.
tbe plsns and specificetions by the
indicatinq the cross-.ectional area
.quare incb: for ex..ple. D20. D31.
~~~lgJ_2:1~SIGIIIG IIITEJIAtS lit .IBIJCITIOI
111lLn....JJ.!m.
IIlu.inWl Structures
Section 9-28.15(3) of ~h. staadar4 .pacifications i. ravi..d to rea4:
weldinq of alu.inua shall be in accordance with section 1.5.5 of
the Standard Specification. for structural Supports for Hiqbw&y
Siqns. tu.inaires and Traffic SiqDllls. IISRfO 1975.
JE"EISOI COOITf 101D.
QOII'l'S IIYI8 BRIDGI
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B8~als 6061 or 6063 to 6061. 6063. 356. or &356. Piller llloy for
wel.dinq Base Ketal 5086 shall be 5356 or 5556.
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SPBCIAL paO'lISIOIIS
Tbe followinq special proyisioDS supersede any conflictinq provisions
of tbe 1984 Staudard specificat.ions for Boad. Bridqe. and "unicipal
Construction adopted in Ju~. 1984~ and the foreqoinq a.endMents to
the standard specifications and are aade a part of this cODtract.
SITE OJl' 1I0BIe
~18I'A'l'IO. OF- f~JS. SPEcIPICITIOIS AND
J!2yeBber 2. 1ge1l
In accordance vitb section
soils inforMation used for
avsilable for reviev by the
1-02.~ of the standard specifications. the
study and design of tbis pro1ect is
Contractor at the followinq addressees):
Jefferson COllnty Depart_nt of Public Ilorks
Jefferson County eourthouse
Port Townsend. 9A 98368
(206) 385-35 05
and
Alpba Bnqineers. Inc.
320 Andover Park East
seattle. liI'A 98188
(206) 575-8299
PRB-BJ:D COJPBBEICJl
A pre-bid conference will be held at the Jefferson County Clearwater
llnnel on February 5. 1986. at 2:00 Fa.
~Jr~21 OPBIIIG'BID~
~.2tRl~..~96~l'
Sealed bids wil.l be received at ODe of the followinq l.ocations before
the sPecified tiae:
1.
At pOBt.Off~lg&;~lA_~aRi,. ffDh~aiton 98507 UU~~
l.ft. of. the bidoDllDiDG~. loti eat10n by the post Office
will. be cODllidered as actaal. teceipt of tbe bid by the
Departaeat of Transportation.
1A--1~_meD.rt..nt.of TranSDQrtation Bid fCO.Bi.1I1g~~~
loc.tea OD ~ir.t floor of th. 'l'raDsDortatiom'~~s!1j!ji;
OlYBPia. Ilashinqton. umtil 10:00 1.B. of the bid OPening date.
Bids delivered in person vill ho received only in the Bid
R OOB.
2.
The bid openinq date for this pro1ect shall be lif!!!.D.lla'!Y.a Februarv12. 19~
Tbe bids vill be publiclY opened aad read afur 10:00 l.n. on this
date.
JBPFEBSOJ COOITf BOAD
QUBB'I'S 8IVE8 BIIDG!
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Tbis contrac~ provides for the iaproveaent of ... the Que8~s-
clearwater Road in Jefferson COllnty and tbe Quillalllt Indian
Raservation froa KP O.ijO ~o KP 0.98, Qoeete River Bridqe, by c~earinq.
qrubbinq, qradinq, constructinq detours. draininq, surfacinq. pavinq
uith asphalt concrete Class II andsurfaclnq detours with bitllaillous
surface treat.ant. coDstructinq an aij4 foot: long bridqe over a river
in eithe.r post-teDsionod con<::rete. lltarDa~i98 KO. 1. or steel plate
qirders, llternative RO. 2, with a cODPosite concrete deck.
construct.inq . CODerete bridqe a pproach dabs. qua.rd rail, erosion
controt. Pilves6nt ailrki!1q. flexible quide posts~ riprlllP. ..onuaent
cases and covers, siqnin". fODelnq. &lid re.ovinq iln.u:iat:inq tllo-span
steel ~rllss bridqe wi1:11 conc.rst:e approach SPilllS, 8I1billlk..llt
approaches. and raaoval of II heiqht liaitinq portill fraae ... and
other lIork. a~l in accordaftce with the at~achod plans. these special
provisions .and the standard specifications.
AL'I'BRKATXYE BIDS
Tbe bidding proPosill on this pr01ect per.its the bidder to sub.it bis
bid on one or aore alternatives for the ccnstruction of ~he QU4Q~S
River Bridqe.
.JiLU2J!.VIl.J,.
The bid proposal is co.posed of the followinq parts: Base Bid.
11.ternati"e .1 and Alternative 12.
The base bid includes al1 ite.1l tbat do not chanqe as 1:0 quantity.
dinension. or type of construction. reqardless of which
al.ternati~e is bid.
The Alternatiyes A1 and A2 pcrtions of tbe hid proposal contain
all itaas whicb chanqe as to quantity. diaension, or construction
eetbod, dependinq on which alternative is bid.
Alternaj;j.u_AJ
Alternative 11 is based on conlltructinq tbe Queets River Bridqe
usinq concrete. pout-tensioned girders.
'l'he bid itellll for llterna ti we A 1 are as listed in the bid
proposal.
J),1ltraai;!ye 12
ll.t:ernative 12 is based on constractinq tbe Queets Biller Bridqe
usinq stoel plate qirders.
The bid iteas for 1lternative 12 are as listed in the bid
proposal.
JEFPBRSON COUI~J BOAD
OUBETS RIVER BRIDOB
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The Contractor shall sub.it a price on eacb and ewery ite. of 1I0rk
included in tbe base bid. He shall also sub.it prices on each and
ewery ite. under tbe alternatiwe on ~hich he chooses to bid, or,
if he chooses to bid on .ore than on. alternative, he sball sub.it
prices for eacb and ewery ite. under eachalternDtive chosen.
Tbe total upon ~bicb the lowest bid lIill be deter.ined will be
obtained by addinq the aaoQllt of eacb alternative to the base bid.
Any award. bowever. _ill be on the lo~st total, sub1ect to the
requirements of section 1-03 of the staadard specifications.
COlflllOUATIOII 011' BIDS
j!OJellber 2. 1981)
Bidders ArB notified tha~ all bids are likelY to be rejected if the
lowest responsiwe bid rsceiyed exceeds tbe Enq!neer's estiaats by an
unreasonable aaount. In the ev~nt all ~ids are re1ected for this
reason, this pr01ect Day be deferred for readvertisinq for bids until
a aore cOllpotiti lie situation exists.
QID~_~~I!J&I~ O~KER WORK
l!2DIl!u:~Jj!Ul
Referrinq to the sacond p~&qraph of section 1-05.14 of the standard
specifications, it is anticipated that the followinq lIork adjacent to
or lIithin the liaita of this J:ro1ect rill be pertor..d by otbers
durinq the life of this pr01eet:
1. Reloeatinq. qradinq. and pavinq of the Queets-Cl...rllater Road
fro. RP 0.00 to "P 0.40 at the southerly ter.iDus of this
pr01ect. The roadllay Contractor .ay use the detour of this
pro1ect as part of his haul route.
construction, relocation, or removal of utility facilities by
tbe fol.lowiDQ aff4cted co.pani.s or aqencies within the li.its
of the pr01ect:
2.
(al Grays Harbor Public Utility District 110. 1 (PODI
(bl Peninsula Tel.pbone Co.pan,
SAftPL!S AND SHOP DBAWIIIGS
Sections 1-05.3 and 1-06.2 of tbe standard specifications are
supple.ented hV ~be follolliDq:
Two suh.ittals of eacb it.. r.qui~inq sa.pl.. and/or shop drallioqs
will be reviewed by the Bnqine.r io the reqular cour.. of the
contract. HOllever, all sub.eqoent reviells of the .... itea over
two will be reviell.d .t tbe expense of tke Contractor unless the
riqht to aD additional rewi.u vithout charqe va. prewiously
J!PPERSOII COOJ'I'! ROAD
QUEBTS BIYER BRIDGB
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approved in writinq by ~he Enqineer. The CoutrActor will. be
bil.lad by the State at the Bnqineer's current established ra~e&.
A~E8XC&N-8ADE.8A'I'28X&L
..llull 16. 198,.,.
The prov~sions of section 1-06.5
apply in all. rEspects ezcept
incorporated into the pr01ect
COilstrii~ion .1I~":' 3.l.
of the standard specifications shall
for ~h. bid itees per.anently
coeprised of or containinq stee~
For this pro1ect. tbe steel construction eaterial that is per..nently
incorporated into ~he pr01ect and contaiD8d in tbese iteas shall
consist of &aorican-eade eaterial on'l,. '.er,ican- eade ,uterial is
defined as ma~srial havinq all unufactarinq processes occur in the
United states. The Contractor~ay ctilize ainor a.ounts of foreiqn
steel in this projec~ prOVided the cost of tbeforeiqn .at~~ial used
does Rot exceed one-tentb of one percent of ~b9 total contract cost or
$2500.00. whichever is qreatGr. & certlficatioD of "at.~ials Oriqin
on the fora prowided bf the Bnqineer will be raquired attestinq to
co.pl.lance with tbl~ provision prior to incorporatinq any eaterials
into the pr01ect.
~E-l~~JIQI-B~PE.SE
(!love.ber 2. 19111
lldditional shoP inspection expenses .ill te sustaiDed by the state if
all or a port~on of tho followluq l.isted bid iteas containinq
structural steel construction .aterials are fabricated at Bo.e
distance fro. state inspection facilities:
-structural Low alloy Steel.-
-purnishinq atld Drivinq Steel Teat pile-
-Puroishinq steel pilinq-
Xt is i.practical and difficult to deterein_ the actual increase in
inspection .xpe~B8S. '1'0 cower such additional fabrication inspection
expenses for tbe abowe specified construction .aterials. the
Contractor aqre.. to pay and authorizes eDd directs tbe State to
deduct froe any .onies d.. or COnDq dUG to the Contractor tbe BU.S
shown on the followinq scbedula for fabrication inspection expenses:
aeduction in
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Within 300 air line ailes
of Seattle
Setween 300 and 3,000 air
line Biles froe S.att.le
over 3.000 air line .iles
froa seattle
'0.005 per pound but
not less than '2.000
'0.006 per pound but
not la.. than '4.000
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O~EB'I'S IXYEI BRIDGB
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IIhere fabrication of a .eaber takes pl.ace io aore than one &000, the
re1uction in pav.ent will be co.puted on the basis of tbe entire
.e.ber being fabricated in the farthest of the zooos where any
fabrication takes place on tbat .eaber.
No part of the foreqoinq provision sball be construed to revise the
require.ents of any part of section 1-06.5 of the standard
specifications.
PREVENTION OP E.JIBO.SEJT11 POLLgTIOI I.D PBESBBY1TIOB OF PUBLIC
NAtURAL RESOURCES
.uJ!lle 11. 1984)
In addition to tbe require.ente of .ection 1- 07.1 of the standard
specifications. the Con<!:ractor IIhall cosply with the followinq
environ.ental provisions which are ..ae a part of the contract
docu.ents. 1 copy of tbe environ.ental. proYi.ions is available to tlae
Contractor at tbepr01ect Enqineer'" office.
If the Contractor's operations involwe work outside the areas co~ered
by the followinq .nvironaen~al provisions be shall advi.e tae Eoq!aeer
~nd request a list of any additional environaental pror.Lalo.. coY~inq
the area invol.ed. 1 COPT of aDY addition.l. en.iron.Qntel provisions
is also a,ailable to the Contractor at the pr01ect Bnqinaer's office.
Bequlation 1 Olyapic Air Poll.utlon Control Autbority
a.:rATE SALES TU
J!2ve.ber 2. 19811
The work on this contract is to be perfOr.ed upon lands whose
ollners~iP obliqates the Contractor to pay state .ale. tax. ~he
provisions of section 1-07.2(1) of the .tandard specific.tionu apply.
CONST80CTION PBR"IT BBGULATIOMS
In addition to the require..nt!l of INIlction 1-07.5 of tae .tandarel
specificationa. the Contractor shall co.ply .itb the requireeeat. of
the aqencies .. fellows:
~nLi11-ID4i.n latioa. Ouinault ~,ert.ent of
The provisJ.ops for approval are a. 0110..:
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to the detriaent of
1. Vater qualit, .hall not ba deqraded
fish life as a rellult of tIIis pro1ect.
2. Siltation of IItreaau sh.ll be .voided darlnq .11 ph..ea of
the pro1ect. special ....ur.. .hall ba tilteD to ensure
tbat siltation doe. not occar. If siltoa rGDoff i.
una,oidable at c.rtain Phe... theD aealJure. shall bG
tilt en to treat the di.charqe before entry iato tbe Queet.
River and Harlow Creek.
JEPrlRSOI COD.~r lOAD
OlJllE'l'S unll 8810GB
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3. At no tiae and under no circu.stances sha~l there be &
blockage to streaJl flow or fish passaqe as a result of
tbi.l5 pr01ect.
4. Debris fro. this pr01ect sball be disposed of by baulin~
it fro. the site or destrGrinq it usinq an aqreed UPOD
procedure. Aqr__nt shall occur with the Quinault Indian
lation Representative. 10 debris sball be carried away by
tbe river.
5. DO petroleu. products, raw or fresh concrete products. or
other deleterious ..t.rial. shal.l be allowed to fall or be
wasted into or otherwise enter Quinault Tribal. waters as a
result of tbis pro1ect.
6. Any streae bank areas on lIhich veCJetative cover is
disturbed shall be required to be replanted with trees,
brush. or qrasses before the co.pletion of tbe pr01ect.
7. 10 qravel. or otber fill aaterial can be obtained frog
within the stream bed, includinq the floodplain. except as
aqreea with the ouinault Indian Kation aepresentative.
8. 'l'bere .hall be no bl.sting associated with this proiect
except bY special appro_l of the Quinault Indian Ration
aepresenta<tive.
9. All work conducted within the streaa course shall. be
conducted between July 1 and Septesber 15 of eacb year.
This provision sball iuclude any eacavation. fillinq,
pile-drivinq. construction and reaoval cf cofferdaas and
shoring, poarinq of pier footings, and dewaterinq
operations.
10. Haavy e~uipaent shal.l only be operated within the ordinary
hiqh water aarke as specifically allowed by this per.it.
Any other use of h.avy equip.ent within the ordinary
highwater .arks will need prior approval by the ouinault
In4ian Bation Representative on a case by case basis.
11.
fier..o. 3 =_~..s
Access to pier 10. 3 can be acCoaplisbed
.ethods; a teaporarY work brid~e or by a
.ats. The fol.lollinq .re provisions
either .etbod:
by either of two
syst.a of woo de.
addressinq U88 of
A. Te.porary York Bridge
1. The t.apoDlry work bridqe constructed duriaq the
first sa.ear of construction shall Dot extend
beyond 2/3 of the free-fl.owinq lov flow stre..
channel. This bridqe shall be constructed of
JEPPBISOI COUITf ROAD
QDBZrS RIVER BRIDGE
04W03.
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drivea wooden piles; pile. shall be re.oved froe
~be river on or before Septe.ber 15.
2. The tesporary woEk bridqe construc~ed durinq the
second .g..er of co.s~ruction can spall tbe eDtire
free flowinq cb.anal. provided a .inieu. beiqht of
five (5) f~et is aaintained b.~weeD the tater
surface at low flow and the bottoM o~ bridqe
strinqers or cro.s aesters. Tbe bridqe skal1 be
constructed of driveD woodeD p1.les: pUes sast be
re.ovod fro. the river aD or before septe.ber 15.
B. Wood Illlts
1. The llpper .llrface of the wood eats sball be kep~
above the level of ~be river at all tins.
2. A 1: t.he end of each workiaq day. the .achiDe and
.ats sball be ~e.oved fros the river.
c. "aintenaDcs aad pueliaq of Pr01ect Bquipmeat
1. 111 fueliaq aad eaiDt8naace of pr01ect equip.ent
ShAll be accoapl~bed aD laad. above the hiqh-
lnlt.er IIlIlrqiD.. DO fuel!Zlq or .a1Illt.f1nauce shall
occur wben located oa tbe tesporary work bridqe or
wood eat..
'l'be cofferdaM for tbe c..~er pier (10. 3) ca. be left 1D
place bc~.eoa tke first aad ..coad sus.ers of
coastruCtion.. 'l:bi. IIIltarial CaD be left. if d....e4
Decessary. t.o provide aDditioD.l .upport aad protection t.o
the pier durinq the first wiater of construction. Actaal
construct.1oa of the c.ater pier sball Dot occur bet.een
tbe period septesber 15 aDlt Jul, 1.
Cofferda.s for pier. 2 aad ~ (tbos.. OD the riter"s
.arqins) shall be con.teuctea prior to SePte.ber 15 of the
first su.ser. lb... cotf_raa.. aDd as.ociatea fals..ort
can be left in place duriD. tbe winter ia betweea the
first and _coad lIas..r. of coastrllct"oll. COncrete
pourinq and related coastructioa .cti.1t.... caa proceed 00
these piers after septesbllr 15 pro.iae' all. other
provisions of thi. perlit are let.
14.
Excavated qravel frol witbia the coftl~aD.. 0. pllra
aad ~ shal.l not b. put bact lato thl c"ver CODe.e.
laterial shall be a".posI' of out."de tbl .eaa b"qb
larks.
2. J.
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... te e
15. III fresh coacrete .blll ~I cOlplet.i, ".olltla frol tbe
flowinq steeas aDd ahlll ha.e I Il.1IUI CDr"ac tia. of
JEP'ERSOI COO~Y RoaD
QqBBTS lIVER BRIDGE
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seven (71 days prior to exposure to surface vaters. Tbe
construction areas contained by tbe cofferdaas for piers
2. 3, and 4 sball. be devaterea by pu.ping the contaainated
vater to settling basins located on sites aqreed apoll with
tbe Quinaalt Indian .ation Bepr...ntatiye.
16. Backfillimq around each pier shall take place prior to the
reaoyaJ. of cof~erda.s. "aterial shall not he obtained
fro. the riTer course.
17. sheet piling which for.s the cofferda.s shal.l be entirely
re.oved ~ro. the sub-strata at the co.pletion cf pier
constructicn. prov14ed they can be re.oved with reasonable
effort. If sbe~ pile. are unable to be resoyed. then
they shall. be cut off ODe (1) foot below tbe finished
ground line el.vat~on.
18. Sandbag ber.s laY be used instead of sheet pilinq to for.
the cofferdams around piers 2 aDd 4. provided they are
aboye the norsal lIll1:er elevation as sbovn in the plans and
used only during the period between July 1 and Septenber
15. The baqs shall be constructed of burlap or other
si.ilar aaterial to the appro"a1 of tbe Qainault Indian
.ation Representative.
19. The bea at the base of each pier shall be ar.or.d as
necessary to prevent scour. Ar.orinq .aterials (beavy
looae rip-rap) shall be cleaa and cannot extend above tbe
existinq bed eleyation.
20. All bank protection .aterial shall be placed fro. the
baak. There sb.ll be no da.pinq of baak protection
aaterial directly fro. a truck bed onto tbe bank face.
belou nor.al lIater level at Pier 110. 5.
21. Bank protection aateria1 shall be clean and of Bufficieat
size to prevent its beinq vashed auay by biqh vater or bY
ullve action. Bank protection .aterial shall be placed
bet..en the period Jul, 1 to slpte.ber 15.
22. All cut slopes and fill slopes on the approaches to the
bridqe site shall be structurally stable.
23.
Ill. cut
i..edlately
t,pical of
pr01ect.
slope. and fill slopes shall be planted
after final qradinq ..itb brush and qrllllses
the vegetatioD in the general vicinity of the
JErrl.SOIl COOIITr ROllD
QOII'l'S BIVEI BIIDGE
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24. Bxistjlnq bridqe De.o~itioD
A. The Quinault Indian Jation Representa~ive shall be
no~ified 48 bours in advance of deaolition of al.l
critica~ e~e.ents of the bridqe.
8. All work on re.ovinq ~he bridqe fro. tbe s~rea. course
shal~ be cOlld acted d uriaq the period het ween JUlT 13
alld Auqust 15. 1987. All pro1ect caused debris sbal~
be reaoved free wi~a1n the ordinary hiqh-water aarks
by lugust 15.
c. Tbe reaoval of ~he existinq bridqe shall be
accoaplished with .iniaal disturballce to the river'S
bed and banks.
D. The re=o~~l precess shall occur with a Bini.ua aeount
of conflict with boat traffic 011 the river.
B. Heavy equipment Bba~l only be opera~ed lIithin the
ordinary hiqh-vater .arks a. specifically allowed by
tbis per.it. lny o~her a_ of beavy equip.ent within
the ordillary hiqh-water .arks vll.l .ee4 prior approval
by the Quinault Xndian letioa Representative on a case
by case basis.
J1'. Debris fro. this pr01ect shall be di.posed of b,
haulinq it fro. the site or destroying it usinq an
aqreed on proc.dare. lqree.ent shall occar vith the
ODinault Indian Jation Representative. 10 debris
shall be carried away fro. the river.
Depart.eat of rish.~i~,
Tha county has obtained the Hydraulic Pro1ect Approval fro.
Depart.ent of risberies. The aFproyal is sub1ect to the fOllovinq
conditions:
1. This approval addr....s only that portion of the pr01ect
conducted within the ordinary biqh vater zone of the
streaa.
2. All strea.bed ellC8yation activit.y aDd a.. of concrete
products shall be iooleted fro. the flo,ia9 .t.r... by a
cOfferdae. 'fbis coff_d.D sh.ll pre'fllllt the exchanq. of
vater betveen the con.traction site aDd the floYinq
.treaa.
3. All of fluent to be disckerqed fro. the cofferda. .hall be
pu.ped into a locatiOn pr:ecl..,inq its .ntr, iato tbe
Qu.ets or Clearw.ter Rivers.
JIlPPIISOJ CODIt'! loaD
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4. .0 sedi.ent or leachate laden discharge shall be allowed
to enter tbe strea..
5. 111 bank protection eaterial.s shall consist of clean rock.
6. .0 deleterious sate rial sbal1 be disposed of in the
strea..
7. Ti.e tieitations: I..ediately to Septe.ber 10. 1986.
Work to be conducted within the ordinary hiqb water zone
of the streaa shall be accoeplisbed during the period Jul.y
1 to Septeebar 10 only.
Corps of Eneineers 'erait.for constructiol
Tbe County bas obtained the construction permit frOB the Corps
of Bnq1neers for placesent of riprap to protect the piers of
tbe nev bridqe in the Queets Diyer. The approval is sub1ect
to the follovinq cODdi~ions:
a. 'l'hat all activities identified and autborized berein
sball be consistent with tbe ter.s and conditions of
this perait: and that any activities not specifica1l.y
identified and authorized berein shal1 constitute a
violation of tbe teras aDd conditions of this permit
vhicb eay resu1t in the .odification. suspension. or
revoca tion of this per.it. in wboll> or in part. as set
forth aore specifically in conditions 1 aod k hereto.
and in tbe institution of sucb leqal proceedinqs as
the United states Govern.ent .ay consider appropriate.
whether or not this per.it has been previously
.odified. suspended. or revoked in whole or in part.
h. That a1l acti.ities autborized berein sball. if tbey
involve. durinq their construction or operation. any
discharqe of pollotants into lIaters of the United
states or ocean waters, be at al1 ti.es consistent
with applicable water quality standards. effluent
li.ita tionll, and standards of perf or. an ceo
prohibitions. pretreat.ent standards. and aanaqe.ont
practices established pursuant to tbe Clean Water lct
(33 U.S.C. 1344). the ftarine Protection. Research and
Sanctuaries Act of 1972 (P.L. 92-532. 86 Stat. 1052).
or pursuant to applicable State and local laVe
c. That wben the acti.ity autborized berein involves a
discharqe durinq it. construction or operation, or any
pollutant (includinq dredqed or fill .aterial) , into
vaters of the United States. the authorized activity
sball. if applicatle vater quality standards are
r.vised or .odified durinq the tere of this pereit. be
J!PPERSO. COO.!! DOAD
QUBI!S II na DRIDGIl
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.odified. if necessary. to canfore with Bucb revised
or aodified water quality standards within 6 aontbs of
tbe effective date of any revision or eodification of
water qual.ity standards~ or as direct.d by an
i.pl.eaentation plaa coatained in such revised or
.odified standards. or wit biD sucb l.onqer period of
tiee as tbe District Znq!neer. in consultation with
the Reqional Ad.inistL~tor of the Environ.ental
prot.ectiou llqency. allY deter.ine to be reasonable
under tbe circuastaaces.
d. Tbat tbe discharqe will not destroy a threatened or
endanqered species as identified UDder the Endanqered
Species Ict. or endanqer the critical habitat of such
species.
e. That tbe per.ittee aqroes to aate every reasonable
effort to prosecute the cODBtruction or operation of
tbe flork autborized herein in a aanner so as to
.ini.ize any adverse i.pact on fish. wildl.ife. and
natural environ.ental ..lues.
f. That the peraittee aqree. that be will pro..cute the
construction er uork authorized herein in a sanner so
as to aiDialze aDY deqradation of vater quality.
q. Tbato the peraitt_ oall allow the District Enqineer
or his authorized representativo(s) or desiqnee's) to
aake periodic inspectioDs at any ti.e deeaed necessary
in order to assure that the activity beinq perforsed
UDder authority of this per.it is in accordance with
tbe teras and coDditions prescribed hereiD.
h.
.aintaiD tbe structure or
qood condition aDd in
the plans aDd dra"inqs
Tbat the per.itte. shall
work authorized hereiD in
reasonable accordanc. with
attach.d hereto.
i. That this perait does D01: convey any property riqhta.
either iD real estate or saterial. or any exclusive
privileqes; aDd that it doas not autborize any in1.ry
to property or invasion of riqhtll or any infrinqe.eDt
of Pederal. state. or local la.8 or requlations.
1. That this per.it 4oe. not ohvi.te tbe require.ent to
obtain state or local ....nt reqaired by laM for the
actiyity aathori..d hereiD.
k. That this per.it ..y be ei~h.r .odified. suspended. or
re.oked 1a wholo or in part parsuant to the policies
end procedure. of 33 CPt 325.7.
JBPPBISOI COOITY lOAD
O~BBTS 11'11 8aIDGE
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1. That in issuinq this per.it. tbe Go,ernnent bas relied
on the information and data vbich the peraittee has
provided in connection ~i~b bis permit application.
:If. subsequent to the issuance of this perait. such
information and data prove to be .ateriallY false.
.aterially inco.plete or inaccurate, this perait .ay
be .odified, suspended. or revoked. in wbole or in
part. andlor tbe Go,ern.ent .ay. in addition.
institute appropriate leqal proceedinqs.
.. That any Dodification. suspension. or revocation of
this perait shall not be tbe basis for any claia for
daaaqes aqainst the United states.
n. 'l'bat the per.ittee 8ba~1 no~ify the District Enqineer
at what tiae tbe activity authorized herein vill be
co..enced. as far in adwance of tbe tiDe of
coe.enceaent as the District Bnqineer Day specify, and
of any suspension of work, if for a period of aore
than one lIeek. resuaption cf vork and its coapletion.
o. Tbat if tbe activity authorized herein is not
co.pleted on or hefore the 20th day of July. 1987
(four years fros the date of issuance of this per.it
unless otherwise specified). this perait, if not
previouslY revolted or specifically extended, shal~
autoaaticallY expire.
p. That this per.it does not authorize or approve the
construction of particular structures, tbe
authorization. or approval of vhioh aay require
authorization by the Congress of other agencies of the
Pederal Govern.ent.
q. Tbat if and vben the pereittee desires to abandon the
acti,ity autborized herein, unless such abandon.ent ie
part of a transfer procedure by which tbe peraittee is
transferrinq his interests hereiu to a tbird party
pursuant to condition t.. thereof, he must restore the
aroa to a condition satisfactory to the District
Bngineer.
r. Tbat if the recordinq of this pereit is possihle under
applicable State or local law, the peraittee sball
take sach action as aay be necessary to record this
perait with the Reqister of Deeds or otber appropriate
official charqea lIith the responsibility for
aaintaininq records of title to and interest in real
property.
JBFFERSOI COUNTI &010
QUBBTS 11'11 BIIDGB
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s. Tbat there shall be DO unreasonable interference with
naviqatioB by the eai.teBce or use of the activity
authorized herein.
t. ~hat this per.it say not be transferred to a tbird
party witbout prior writt.~ Dotice to the District
Enqineer. either by the transferee's written aqra.llent
to coeply witb all ter.. Gnd conditions of this per.it
or by the tnDsferrae lSubllCribinq to tbis per.it in
tbe space provided below and thereby agreeinq to
co.ply with all ter.s and conditioDS of ~lai8 persit.
In addition. if the persittee transferll tha interests
authorized herein by CODvenance of realty. the deed
shall raference this perait aad the ter.s and
conditions specified herein and this per.it shall he
recorded alonq with the deed .ith the .aqister of
Deeds or other appropriate official.
u. Tbat if the peraittee durinq prosecution of the work
authorized barein. encounters a previOUSlY
unidentified arCheological or other cultu~l resource
within the area sub1ect to Dapart.ant. of tbe &ray
1urisdiction that aiqht be eliqlble for listing in tbe
Rat.ional Beqister of Historic Places. he shall
i..ediately Dotify the District Bngineer.
I.91R~.uH ITS
J!2I.aber 2. 19811
Except for tbe lead liait. re.t.rictioD8 specified iD sectioD 1-07.7 of
the standard specifica'U,ons. alld aa oatlined balow. tbe COntractor say
oporste vehicles which eKceed tbe leqal qross .eiqht li.itat.ioDs
without special pereits or pIly..nt of additional fees provided such
vohicles are esployed in the constructioD and .ithin the li.its of
tbis pr01ect.
Subparaqrapb 1 of the .econd paraqraph of sect.ion 1-07.7 of tbe
standard specificatioD. i. deleted for thie pr01ect.
The Contractor shall not operate vehicles which eKceed the .axilla.
qross weight provided by law within ~be followiDg areas of this
pr01tlct::
Tbe existinq two-span steel tru.... acro.. the Oueet. liver bave a
qross veiqht 1ieitatioD of 79,000 pouDd., di.tributed OD fiwe
ar19s.
JErrSISOI COUITI ROAD
QUBlfS BIYER BRIDGE
811110311
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The Federal waqe rates iAcorporated in
astablished bytbe Secretary of Labor under
of Lahor Decision No. WA85-5039.
19Ii~IQRB"P,M'S-&lg HaRBOB W08KZR'S CORPERSlTIO.. llCT
1I!!!I<IlIUL:..~....J..2.Ul.
Proflpecti we bidders are advised that a January 11. 1983 U. s. Supreae
Court decisiou,~2. of Offi~,.of. Ncr'~~2.~tioD..p~Oqra.,~
1!Ili.t'lld S:tates- gellart.eD~'9f J.abor . IF.. l'mDil,_!!U1i!LB!.!!~socillltes..
::.lUli.-. ,03 SmCt. 63... say affec.tall ora portion of the.vort on this
p.rOjlllct.~ Contre.ctcrs sh!ll.l l!lIltGtb.eir olla d41i~erlll:l.nations alii. to whether
workers will be cowere'd under the I.oDqshorcllllln,'s and. Oarbo!: Worker's
co.pensation Act or th~ ind~&trial insurance coweraqe adMinis~rea by
the uaslainqton State Depart_nt of. Labor and J:ndllistr1.es. The
Contractor abal.l include all costs of providinq eitber or both of the
aforesentioDed insurance coweraqe. in the bid. Ho additional
coapensation will. be allovedfor failure to include such costs, nor
v'ill deterlllinatioDs !lade by the O. S. Departeent of Labor or the
wash:l.nqton state Departe.nt of Labor and Industries entitl.e the
contractor to additional co.pensation~
this contract bave been
United 'States De (lll rtaen t
"
~illlflCl~IO..gp IGRSEGREGAtED PACILItIES
l.!RDU~.!.lUUl
The cODtractar is advised ~hat by siqnature of tbe hid for this
pr018ct be 18 dee..d to have signed aDd aqreed to the provisions of
the -Certification of .onseqreqated Pacilities- wbich is included and
made a part of tbis bid proposal.
subcOntracts aDd .ateEials supply aqEee.ents IIbicb ~xceed "0.000 also
require certification of nonseqreqeted facilities as set forth in the
proposal for tbis pro1ect. section 1-08.1 of the standard
specifications is supple.ented tc requiEe that all requests for
peraission to su~l..t. assiqn. or otberwise dispose of any portion of
this contract shall be acco.panied by e.idence of this certification
by subcontractors and .ateEial.s suppliers in co.pliance vith the
provisions of the Equal Opportunity clause. .
,'\
g~gIL~IJilQ%ftJ''I' OPPOR'I'U.I~! BBSPOJSJ:BILltIBS
JJlIU.:..;l.a....JjJ2L ..
In addition to the require..nts of section 1-07.11 of the standard
specifications th~ Contractor shall co.ply witb the following:
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OUEsrs RIVEI B8IDGI
8411034
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lle~uire.eB~'Por Affir.a~iv.'J~~~~_B~aal B.~IGv.e.~.
OPJortunitv 'Bxecutive Order ~12461
1. 'l'he contractor's attentioa is called to the Equa1 oppor~unity
Clause aDc! the S~aDdard Pederal B"..l Eap],oyaeDt Oppor~1Uli~y
Construction CODtract Specifica~ioas set fortb herein.
2. The Cloals aDd tiaetables for ai.llori~y and fe.ale
participation, azpressed in perce.taqa ~er.s for tbe
Contractor'lI aqqreqa te work force in eachcons~ruct:ion craft
Ilnd in each trac!e .onall cODstraction vork ia tbe cowered
area. are as' f011ovs:
80a.n -Sta~
Ti.e~ab1e
Un~llfur~her Dotice
BLB2~i~s - ~y Stanc!ard 8e~ro~o11~n
~atistic.1 area fSBSal,
Goal
6.91
SpokaDe. WI:
S"S I Coullties:
spottl. ae, VA -----------------~ 2.8
VI SpokaDa.
Hoa-SftS. COuD~ies----------------------- 3.0
VA Ada..: I' lsotin: VA C01u.bia: .a Ferry: 81
Garfie1c!: WA LinCOln, WA Pend oreille: VA
S~e...ns: VA 8hi~ll.n.
W
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Bichland, "A:
S"51 CouatHs:
Bichlanc! KeDDewick. VA ------------- 5.4
8A Ben~on: 81 PEanklin.
IOD-SftSA Counties --------------------- 3.6
WA Va lla '.lla.
,'\
raki... WI:
SftS A Coun~les:
lIaki... 8A -------------------- 9.7
81 Yaki...
lon-S"SA CODnties -------------------- 7.2
WA Chelan: WA Douqlas; VI Grant: 8A Kittitaa;
WI okaDOqa D.
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,Seat.tle. Ill:
, S"Sl counties:
Seattle Everett, IIA -------------------- 7.2
WI Itinq: WA Snobo.isb.
Taco.a. III ----------------------------- 6.2
VA Pierce.
Bon-SIISll Counties --------------------------- 6.1
VA Clallall: Wl Grays Harbor: III J:slll.nd: III
Jefferson; VA Kitsap: WA Lewis: Wll Bason: WA
Pacific; WA San Juan: III Skaqit: IIA Tburston:
II A IIhatco..
portland. 011:
SIISA Counties:
Portland, OR-Ill ------------------------ 4.5
Wl Clark.
Non-S"SIl Counties --------------------------- 3.8
IIA Cowlitz: III Klickit.at: VA Skallllnia: VA
iahkiatu..
These qoals Ilre applicable to eacb DoneEeapt Contractor's
total onsite construction workforce. reqardless of whether or
not part of that workforce is perfor.inq work on a Federal.
federally assisted or nonfederally related pr01ect. contract
or subcontract uutil further notice.
The Contractor's co.pliance witb the Executive Order and tbe
requlatioDs in 41 cpa part 60-4 shall be based on its
iapleaentation of the Equal opportunity Clause. specific
affiraat.ive action obliqations required by the specifications
set forth in 41 CPR 60-4.3(a). and its efforts to aeet tbe
qoals. Tbe hours of ainorit, and feaale eaployaent and
traininq aust be substantially unifora throuqhcut ~he lenqtb
of tbe contract. in each construction craft and in eacb trade.
and tbe Contractor shall .ate a qood faith effort t.o e.ploy
ainorities and wo.en evenl, on each of its pro1ects. ~he
transfer of ainority or fe.ale eaployees or trainees fro.
Contractor to Contractor or froa pr01ect to pr01ect for t.he
801e purpose of .e.tinq tbe Ccntractor's qoal sball be a
violation of the contract, tbe llxecutive Order and the
requlations in 41 CPR Part 60-4. Coapliance witb t.he qoals
will be aeasured aqainst the total work hours perforaed.
3. Tbe Contractor shal~ provide written notification to the
llnqine.r within 10 vorkinq days of award of any construction
subcontract in excesa of '10.000 at any tier for cODstruction
work ender t.be contract resultinq fro. tbis solicitation. The
notification shall li.t t.he na.e. address and telephone nUMber
of the subcontractor: eaployer identification nu.ber of the
subcontractor: ..ti.ated dollar a.ount of tbe subcontract:
estiaated atartinq and coepletion dates of tbe subcontract:
J EPPBRSOII COUI'I'I ROAD
QUEBTS DIVSR 881DG!
8411034
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aDd tbe qeoqraphical area in _1.cb the cOlltract: 1.s to be
perforeed.
4. As used in tbis .otlce. and 1.n the contract result1.nq fro.
tbls solicitat1.on. the Covered Area is as aesiqnated here1.n.
~Ddard Pederal.Egyal B.ulo!8Gnt.OuDortunlty-Constroction
Contract SDecifica~i9~ecuti"'Or~.r. 112!il
1. As used in these specifica~ions:
a. Coyered Area .eaDS tbe qeoqra~1.cal area described in the
solicitation fro. IIbicbthis contract resulted;
b. Director means Director. Office of Federal COntract:
Coapliance Proqraas, Un1.ted states Depart.ent of Labor. or
an., person to whoa the Director deleqates authority;
c. E.ployer Identification Bu.ber aeans the Pederal Social
Security nuaber used on the zaployer's Quarterly Federal
'l'ax Geturn. U. S. Treasary Depart.ent Pora 941:
d. !linorit y includes:
(1) Black. a !lOr.on having origins in any of the Black
Dacial Groups of Africa.
(2) Hispanic. a fluent spanish speakinq, Spanish saraased
person of fte.lcan, Puerto Bican. Cuban. Central
..eric.n, South Aaericau. or otber Spanish oriqin.
(3) Asian or Pacific Islander, a person baviDq oriqins in
an, of the oriqinal peopl.es of the ~cific ria or the
Pacific Islands. the Hawai1.an Islands and Sa.oa.
(4) laerican Indian or Ala.tan .ative. a person havinq
oriqin8 in any of tho oriqinal peoples of !iorth
laerica, aad who ..iatain cultural identification
tbrouqh tribal affiliation or co.aunity recQqaition.
2. Vhenever tbe contlactor, or any Subcontractor at any tier,
suhcontracts a portion of tbe work involvinq any cODstruction
trade. it shall physically include in each .ubcontract in
excess of $10.000 the provi.ionm Of the80 speCifications and
tbe lotics which contains the IPpl.icable qoals for .inority
aDd fe.ale participation and .hich is .et forth in the
aolicitations froa whicb tkis cODtract resulted.
3. If the contractor is p&rt1cipatiDq (pUrsdaat to 41 era 60-11.51
in a Hoaetolln Plan approv~d by the U. S. Depart.ent. Of Labor in
tbe coverod are. eitker iD~ivi~ual.l, or throuqh an
JBPrBBSO. COUITY ROAD
QUEBTS ItVB8 BBIDGE
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associa~icn. its affir.ative action obliqations on all work in
the plan area (including goals and ti.etablesl shall be in
accordance lIith tbat Plan for those trades ,bich have unions
participatinq in the pl.an. Contractors aust be able to
deaonstrate their par~icipa~ion in and coapliance with the
provisions of any such &oaetovD Plan. Each Contractor or
Subcontractor Pllrticipatinq in an approved Plan is
individual.lY required to coaply vitb its obliqations under the
EEO clause. and to lake a qood faitb effort to achieve each
qoal under the Pl.an in eacb trade in which it bas eap1oyees.
'l'he overall good faith perforaance by otber Contractors or
Subcontractors toward a goal in an approved Pla~ does no~
excuse any covered Contractor"s or Subcontractor"s failure to
take good faitb effort to achieve tbe plan qoals and
ti.etables.
4. The Contractor sball iBPle.en~ the specific affiraative action
standards provided in paraqrapbs 7a tbrougb p of these
specifications. The qoals set fortb in tbe solicitation fro.
which this contract resulted are e.pressed as perccntaqes of
the total bours of eaployaent and.traininq of ainorityand
fe.ale utilization the COlltractor sbou1dreasonab1y be able to
acbieve in each construction trade in which it has eaployees
in the covered area. Cowred construction contractors
perforainq coustruction wort in qeoqrapbical areas where the,
do not bave a J1'ederal or federally assisted construction
contract shall apply the minority and feaale goals established
for the qeoqraphical area where the work is heinq perfor.ed.
Tbe Con.tractor is expocted to .ake substantially unifor.
progress in .eating its qoals in each craft durinq the period
specified.
5. Neither the provisions of any collectiya barqaininq aqree.ent.
nor the fai1ure by a union with IIhoa tbe Contractor has a
collective barqaininq agree.ent. to refer either .inorities or
1I08en shall excuse the Contractor's ohliqations under these
specifications. Bxecutiye Order 11246. or the regulations
pro.ulqated pursuant thereto.
Xn order for tbe nonllorkinq traininq hours of apprentices and
trainees to be counted in .eetinq the qoals. ouch apprentices
and trainees aust be e.pl.oyed by tbe Contractor durinq the
traininq period, and the Contractor aust bave .ade a
co.ait.ant to e.ploy the apprentices and traioees at the
co.pletion of their traininq. 8ub1ect to the availabil.ity of
employ.ent opportunities. ~rainees .ust be trained pursuant
to traininq proqra.s appro,ed by the u.s. Depart.ent of Labor.
6.
7. The Contractor shall take specific affir.atiY8 actions to
ensure equal e.ploy.ant opportunity. Tha evaluation of the
Contractor's CO.pliaDce .ith these specifications sball be
JBPPBRSOH COU.TY 1010
QUSSTS 1I9B8 B81DG!
841034
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based upon its effort to achieve .a:i.u. resul~s fro. its
action. The Contractor shall docusent tbese e~forts fa11,.
and shall i.plellent affir.ative ac~ion st.eps at least as
extensive as the followinq:
a. Ensure and .aintain a vorkinq environl!!ent free of
barassaent. inti.idation. and coercion a~ a~l sites. and
in all faci1ities at vhicb the Contractor's eaplo,ees are
assiqned to work. The Contractor. vhere pcssible. vil.l
assiqn tvo or sore voeen to each construction pro1ect.
The contractor sball specifically ensure that all fore.en,
superintendents. and other on-siu supervisor,. personnel
are aware of and carry out tbe Contractor's ohl.iqatioll to
eaintain such a vorkinq environ.ent. vith specific
attention to einority or fe.ale individual.s workinq at
sucb sites or in such facilities.
b. Establisb and .aintain a curren~ list of sinority and
fe.ale recruitsent sources. provide writt~n notification
to .inority and f..al.e recruit.ent sources and to
coaaunity orqanizations vhen tbe Contractor or its unions
bave eap10yaen~ opportunities available. and ..intain a
record of tho orqani:za tions' responses.
c. Ifainta1n a current file of tbe na.es. addressolls and
telephone nu.bers of each .inority and feaale off-the-
street applicaut and alnority or fe.ale referral fro. a
union. a recruit.ent source or co..unity orqanisation and
of vbat action vas taken vitb !:'espect to each sucb
iadividual. If such indiviuual wan sent to the union
hirinq hall for referral and ..s not referred back to tbe
Contractor by the union or. if referred. not ..ployed by
tbe Contractor, this sball be docu.ented in the file with
tbe reason therefor. alonq vith IIhatever additional
actions the Contractor ..y have taken.
d. Provide i..ediate written notification to the Diroctor
when the union or unions vitb which the Contractor has a
collective harqaininq aqree.ent has not referred to the
Contractor a .inorit, person ~~ wo.an sent by the
Contractor, or when the Contractor bas other infor.ation
that the union referral process has i.peded the
Contractor's efforts to .eet its obliqations.
e. DevelOp on-th_1ob traiDinq opportunity and/or participat.e
in traininq proqra.s for the area which expresslY include
.inorities and vo.en. includinq upqrndinq proqraas and
a,ppranticeship aDd trainee proqra.s relevllJlt to the
contractor's a.ploy.ent nee4.. especially ~bo.e proqra..
funded or appro.ed by the u.s. Depart.ent of Labor. The
JEPPBRSOY COUNT! ROAD
QUSETS BEVSR DRIDG!
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sources co.piled under 7b above.
f.
Disseainate the Contractor"s EEO policy by providinq
Dotice of the policy to unions and traininq proqrass and
requestinc; their cooperation i~ assistinq the COntractor
in e.etinq its EBoobllqations; by inc~udinq it in any
pol.icy .anual and collective barqaininq aqreeaent; by
publicizinq it in the cospany newspaper. annual report,
etc.; by specific review of tbe policywitb all. .anaqeaent
personnel and with a1l sinority and feaal.e eaplOTGGS at
l.east once a year; and by postinq the coepany EEO pol.icy
on bulletin boards accessible to all. e.ployees at each
l.ocatioD where construction work is perfor.ed.
Review, at least. annual.1y ,t.he co.pan, "s EEO po~ic y and
affirnative action obligations under these specifications
with all esploYees haYinc; any .responsibility for hirinq,
assiq:lllont. l.ayoff. teraination or ot.ber e.pl.oy.ent
decisions includinq specific review oftheseit.ss with
on-site s9pervisory personnel such as Superintendents,
Genera1 Fore8Gn, etc., prior ~ the initiation of
construction work at any 1obsita. A written record sball.
be aadill and .aintainedident.ifyinq the t.iae and place of
these seetings. persons attendinq. sub1ect aatter
discussed. and disposition of the sub1ect aatter.
Disse.inate the Contractor"s EEO policy esternally by
includinq it in any advertisinq in the news aedia.
specifically incladln9 .inority an~ fe.ale news D.u~a. ~:!
pro"idillq writtell notification to and discussinq tbe
Contractor "s EIlO pOl1.cy with other Contractors and
Subcollt.ractors witb who. the Contractor does or
anticipates doinq business.
i. Direct its recruit.ent efforts. botb oral and writtilln to
.inority. feaale and co..unity orqanizations. to schools
with .in~rit' and feaale students aDd to ainority and
fe..l.e recruitaeat and traininq orqanizationsservinq the
Contractor"s recruit..at area and eaployaent Deeds. Mot
l.ater thaD oae aonth prior to the date for the acceptaace
of apP1ications ~or apprenticeship or other traininq by
any recruitaent scurce. the Contractor shall send written
notification to orqan1saticns sucb as the above.
describinq the openinqs. screeninq procedures. and tests
to be used in tbe .e1ection process.
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1. Bnccuraqe present .inority aDd f..ale eaploye.. to recruit
other .inoritv persons and voaen and where reasonable.
provide after school. su..er and vacation ..ploy.ant to
JEF'.ISOM COOIT! IOlD
QU!ITS IIVEI BRIDGB
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ainoritv and feale youth both on the site and in other
areas of a COntractor's work force.
k. Validate all tests aad othar selection requir..ents where
there is an obliqation to do so under 41 cpa Part 60-3.
1. Conduct. a~ least annually. an inventor, and evaluation at
least of all .inoEity and feeaJe personnel for proaotional
opportunities and encouraqe tbese eaplayees to seek or to
prepare for. throuqb appropri~te traininq. etc.. sucb
oppoz-tunities.
.. Bnsure that seniority practices. 10b classifications. work
assiqnaents and other personnel practices, do Dot have a
discriainatory effect by continually .oni~orinq all
personnel and ..plcy.ant E8lated activities to ensura that
;the EEO policy and the Contractor's obliqations under
these specifications are beinq carried out.
n. Ensure that all facilities and co.pany activities are
nonseqreqated except that _llllEllte or sinql.e-user toilet
and necessary chanqing facilities shall be provided to
assurE privacy bet"een the _sese
o. Docu.ent and .aintain a record of all. Bolicitation~ of
offers for subcontracts froe .inonty and fe.al;;
construction contractors and suppliers. including
circulatioll of solicitations to .inority and feea1.
contractor associations .nd other business associations.
p. Conduct a review, at least annually. of ~ll .upervisors'
adberence to and perforeance under tbe ContractoE'S BIO
policies and affireati.. action obliqations.
Contractors are encouraged to participate in voluntarv
associations wbich assist tn fulfillinq one or .ore of their
affir.ative action obliqatlons (7a throuqb pl. The efforts of
a contractor association. 10int contractor-union, contractor-
coe.unity. or other ei.ilar qroup of whicb the contractor is a
Deaber and participant. .ay bo a.ser~ed as fulfillinq anyone
or .ore of the obl1qati.ons under 7a throuqh p of these
specifications provided tbat the contractor actiYAly
participates iD the qrou~, ..ke. every effort to assure that
tho qroup bas a positiw. i.pact on the .eploy.ent' of
.inoritie. and wo.on in 'lb. industry. ensure that the concrete
benefits of the proqra. are reflected in tbe Contractor's
ainority and fe..le work-force participation, .altes a qood
faith effort to a..t its iDdividual qoals and ti..tables. aDd
can provide acce.. to decu.entation whicb de.onstrate the
effectlven... of actlons taken on behalf of the contractor.
~ho Obligation to co.ply, ho....r. is tbe contractor's and
J BPPB8S01l COUIlTY loaD
QUBBTS aI'SI BalDO!
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fail.ure of such a qroup to fulfill an obliqation sball not he
a defense for the Contractor's nonco.pliance.
9. A sinqle qoal for .inorities and a separate sinqle qoal for
woeen bave been establ.ished. The Contractor. bovever, is
required to provide equal e.ploY88nt opportunity and to take
affireati.e action for all einority qroups, both .ale and
fe.ale, and al.l voaen. both .inority and non.inority.
consequently, the Contractor eay be in violation of the
Executive OrdeJ: if a )larticular qroup is e.ployed in
substantial1y disparate eanner (for exa.ple, even thoUQh tbe
Contractor has achie~d its qoals for lIo.en qenera1ly. the
Contractor eay be in viol.ation of tbe Exec~tive Order if a
specific .inorH:, qroup of vo.enis under utilized) ..
10. The Contractor shall not use
affireati~e action standards to
person because of race, color.
oriqin.
the qoals and ti.et abl.es or
discri.inate aqainst an,
reliqion, sex, or Dational
11. Tbe Contractcr shall. not enter into any Subcontract with any
person or fir. debarred fro. Govern.ent contracts pursuant to
Bxecuti.~ Order 11246.
12. The contractor shall carry oat such sanctions and penal.ties
for violation of these specifications and of tbe Bqual
opportunity Clause. incladinq suspensions, ter.inations and
cancellations of existinq subcontracts ~ ~ay be ieposed or
ordered pursuant to Executive Order 11246, as amended, and its
iaple.entinq requl.ations by tbe Office of rederal Contract
compliance Proqraas. Any Contractor vbo fails to carry out
such sanctions and penalties shall be in violation of 'tbese
speCifications and Bxecutive Order 11246. as a.ended.
13. The Contractor, in fulfillinq its obliqations under 'these
specifications. shal.l i.plelHlnt specific affiraative action
steps. at least as extensive as those standards prescribed in
paraqraph 7 of tbeae spacifications, so as to achieve .axiau.
results fro. its efforts to ensure equal .aploy.ent
opportunity. If tbe Contractor fail.s to co.ply lIith the
require.onts of the Executive order, the i.ple.entinq
requlations, or these speCifications. the Director shall
proceed in accordance vitb 41 CPO 60-4.8.
14. Tbe Contractor shall desiqllate a responsible official to
.oDitor all e.ploy.ent related activity to ensure that the
co.pany BBO pOlicy is hoinq carried out. to sub.it repOrts
relatinq to the provisions hereof IS .ay be required by tbe
Governaent and to lcee p records. ..cords shllll at least
include for each e.ploye. the naM., address. telepbone
nusbers. construction trade. union affiliation if any.
JEPPBRSOM COUMTY 801D
OUEBTS RIVER B8IDGB
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eaployee identification nuaber ~aen assiqned. social. aecur~ty
number, race. sex. status C..g.. aecaanic. appren~ice.
trainee. !lel-per. or 1aborer). dates of chanqesin status.
hours worked per week in t!leindicated trade. rat. of pay. and
1ocations at w!lich tbe lIork was perforaed. Records shall be
.aintain.d in an easily und.rstandable and retrievabl.e fora;
hOllever. to the degree th~t .xistillg records satisfy this
require.eDt. contractors shal1 not be required to .aintain
separate records.
15. Hotbinq bereill provided shall he constr1ll!ld as mli.itation
upon the application of other ~aws which esta"bl.:isb different
standards of coapliance or upon tbe appl.ication of
reguire.ents for theh~rinqof ~ocal or other area residents
(e.q.. ~hcse UDder the Public Works E.plov.ent act of 1977 and
the Co..unity Develop.ent Bl.ock Grant. Proqra.l.
Till IlIBIS - -
~tober 22. 19841
As pro'f'ided for in sect:1on1-07. 11 ('7) of the .standar d specifications.
the .ini.u. nu.her c~ trainecE to be trained under this contract shall
be ... tbre.. ... The Contractor shal1 co.plete a traiD~nq proqra.
fora (DO'l' ror. 272-049) and sub.it it to 'the EIlqintler at the
preconstruction conference. The Contractor .ay cal~1 (8001562-8197.
tol1-free. for assistance ill fi1linq a train.e position uitb a
minority or woaanin accordance with tbis IDction.
!G.!IlREDPED.lUJ. UD PllOYJ:SIOIIS
1J1111v l' .1 9&:U
The J1'ederal lid Contract Provisions
provisiOns of the standard specifications
COD tract.
.upersede any conflictinq
and are aade a part of this
The Federal Aid Provisions and the ...naeent thereto included in this
cClntractrequire -that the Contractor insert tha. in each of his
suhcontracts. toqether ~ith the ..qe rates ~icb are a part of the
Pederal Aid Provim.ons by reference. Fortbis Pllrpll8e. upon reque.t
":.0 the Pro1ect Enqinee:t', t:he CoatraC1:.or lIlill be provided .ith _t:ra
copies of the Federal Aid Provisions. the a.ena.eni:. t:hereto and i:.he
applicabl.e waqe ratas.
DISADValT1GBD BUSJ:IESSZS aim WO"ZW'S BUSIIZSS ErrBRPRJ:SB
PART[CIPATIOI IDR/WOBI
mye.bar 18. 19851
qen.ral BeQuir..ent:e fo~ -.ciDi..~.-
por tbe purpose of tbis .ec~on CGenera1 Require..nt:e ~or
Recipients) the follo.in.. aefiaition. apply:
a. -Recipient- .ean. any entity. plIhl.ic or privat:e. to .bo.
00'1' financial a.si.tance i. e.anded direotly or ths:ou..h
another recipieat.
JEPPBRSOI COUI'I'I 1010
QlJBI'I'S RJ:YIR BRIDGB
841034
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b. -Depart.ent- or -DOT- 1l1i1anS t.he 0. S. Depart.ent of
Trans~ortation including its operatinq ele.ents.
c. "contractor" .eans one who 'participates throuqh a contract
or subcontract and incl.udes lessaes.
'l'be fol.l.owinq is quoted fro. t.he United States COde of Bequ1ations
49 cpa Part 23.45.
a. Each recipient sha~l aqree to abide by tbe stateaents in
para qrllllb s (1) and (2) below 'this section. Tbese
stat.Dents shaLl be included iD tbe reCipient's DOT
financial assist.auce aqroe.ent and in all subsequent
aqreeaentB between the recipient and any sub-recipient and
in all subsequent DOT assisted contract.s between
recipients or sab-recipiellts alld any Contractor.
(1) -PD~icy. xt is t.he policy of the Departsent of
Tra3ls>>orta tion thll t Disad"alltaqed BusinesSeS as
defined .in 49 cpa Part 23 shall ba.e the saximu.
opportunity to participate in t.he p~rforaance of
contracts fiUDced ill .hole orin part with Pedera~
funds under this aqree.ent. consequently tbe DB
reqaiX._Dt.S of 49 CPB Part 23 app'].y to this
aqr....ot.
(2) -DB/_BB obliqation" 'l'he recipient or its contractor
.qrees to eDDure Disadvantaqed and woaen owned
Businesses as defined in 49 CJI'B Part 23 have t.he
.axi.u. opportunity to participate in the perfor.aDce
of cr:<ntracts and subcontracts ,financed in whole or in
part with Ped.Eal. funds provid.d under this aqre..ant.
Xn this reqcrd all recipiemts or contractors shall
take all nec.ssary and reasonable steps in accordlUlce
with 49 cpa Part 23 to .nsure DB/WOE bave the ..xiaua
ollportanity to co.ptot9 for and perform contracts.
Recipient. and their Contractors shall not
discri.ina~. on the basis of race, color, national
oriqin. or sex in the award and perforaance of DOT
as.isted contracts-.
~be DB/1I8! fOlicy state.ent and DIl/IDll Ohliqation cited abowe
sball be .ade a part of a~l subcontract. and aqree.ents entered
into a. a result Of this con~rac~.
n.finitio..
Wh.n referred to in this contract. the ter.s DiBadvantaqod
Busin..... (DB), aDd 1088D'S .aai~.s Enterprise (V8!) will b.
construed to hava the foll.owi~q .eaninqs:
JBPPBISOJ COU~Y 1010
OUB~S IIVIR BRXDGE
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UOisadyantaqed business" .eans a saall. busi.ess CODC8rD: fa)
Ifhich is at least 51 percellt o.....a b, ell= or .ore social.ly aad
econo.ically disadvantaqed individuals, or, in the case of any
publicl." ewned bUBiDQss. at least 51 percent of the stock of
which is owned by ODO or aore socially and econo.icall.?
disadvantaqed individuals; a~ (b) .nose .anaqe.ent and daily
business operations are controlled by one cr aore of the
social.l? aDd eCCDosically disadvantaqed individuals who own
it.
nS.all business concernM ..ans a saal.l business as defillod
pursuant to .section 3 of t.he Saall Business I.ct and ra1.evant.
reqolations pre801qated porsaallt: thereto.
.Social.ly and econoaically disadvantaqed individsal.s. ..ana
those iDdividual.s wbo are citizens of the OIIitea states for
l.awful.ly adaitted perlllln.nt reside DtS) and who are mack
AaericaDs, Hispanic A.er~cans, .ative .aericans, I.sian-Pacific
A.ericans. or Asan-IJldiaD '..eericans and aXl! other ainorities
or iD4ividua~s fOUDd to be d:iB~dv.Dt.aqed by the saaI1 B8~in.ss
AdeinistratioD pUrGUaDt to section 8fa) of t.he Sa all 8asiAems
Act. Becillient.s shal.l .ake a rrabott.able presaa'Pti.oD t.hat
individua1s in t.he fCllotd.nq qroups are oocially and
econoaicall." disadvantaged. aecipients also aay deter.ine, on
a case-by-case basis, that ;.udi"idaals who are not a a.sber of
one of the followin9 qroupa ara social.l.y aDd econosically
disadvantaqed. .
fa) .Black a.ericaDs.- wbicb iDcl.udes persoa8 ha.inq
oriqins i. any of the Bl.ack racial qroaps of Africa:
(b)
· Hispanic A_r1cans,-
P1exican, Puerto Bicaa,
l.erican. or other
reqardless of race;
lIhich
Cllllaa.
SPI.illb
incl u4es
central
culture
per SOilS of
or South
or oriqiD.
(c) -Native Aaericaaa,-
I.erican Indians,
Bawaiians;
wbicb illCl udes peraoDs who are
Baki.os. Aleuts. or Jati.e
(d) -asian-pacific l.ericaDs.- which includes perso.s
wbose oriqins'~re fro. JapaD, ChiDa, ~aiw.n. Korea.
YietDa., Laos. Caabodia, the Philipp.ines. Suoa. Guaa.
the U.S. ~rust Territ.ori.. ot the Pacific, and tbe
Jor1:herll "aria...; and
(a) -asian-India A.c icans, - lIhich iacludes persons .hoae
oriqins are fro. IDdia. Pallia1:aa, and Banqladesh.
.Woaen's Busines. BDterpri..-
concern. as detiaed pursa.at
(IBIl) .eana a saall buainess
to section 3 of the 5..11
JBPPIlBSOJ COURTY ROID
QURITS 8IVSI B8IDGB
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Business Act and iBPle.eDtinq requl.ations which is owned and
control.led by one or Bore wo.eD. "Owned and centroll.ed- Beans
a business: (a) Wbicb is at least 51 per centuB (51~) owned
by ODe or Bore wOBen. or in the case of a publicl.., owned
business. at least 51 per centum (5111 of the stock of wbich
is oVDed by ODe or acre wo.en; and (b) Whose .anaqe.ent and
daily business operations are controlled by one or lIore such
individua1s.
DB/.SK Bl.iGibility
Disadvantaqed DasinesSI9s and lIell8n's Business EnterpriSes proposed
by the bidder to be used en .this pro1ect shall be ShOWD as a DB or
WBE on the current list of fires accepted as certified by the
Office of !I inority and WOMn'S Busilll8ss Enterprises (oavBE) or wbo
can produce written proof fro. OBwmz sbowinq they were accepted as
certified as such prior to the dG~ fiJ8d for openinq bids. Such
certifications are Bade pursuant to authority qranted by. aBonq
other thinqs. CH 39.19 RCV. Cb. 326 IIAC and 49CFR.
Xn addition to firBS accepted as certified by O!liBE and appearinq
on tbe above referenced list. WSDOT will accept any fir.
aeterained by the Pederal S 11I&1 1 Business Ad.iDistration to he
owned and controlled by socially and econo.ically disadvantaqed
indi.,idual.a under Section 8(a) of the 5_11 Ilusine_ Act. 13CPR.
Part 121 as aaended. provided further. that the BeshinqtoD state
office of !liDority llnd 1I0.eD's Bndne.s Enterpriaes .ust have
received a coapluted OSIIBE application fore fro. such fir as
toqetber vith written proof of SBa B(a) certification prior to tbe
date fixed for oP8ninq hids.
A consolidated list of fir.s accepted as certified by oavBE is
available at DoaiDal cost frOB tbat office.
DB aDd IIBB fir.s Which are not so certified at the ti.e fixed for
the openinq of bids will not be accepted b. the state for
participation in this pr01ect for purposes of aeetinq the qoal.a as
stated below. Tbis shal.1 be true notvithstandinq any later
certification.
In tbe ap.~A~ the ~DDarent low bidder. in qood faith. pro~oses ~o
use a fir. ~ha~ is certified at ~hG ti.e of the sub.lssion of the
bid. and ~hat fir. is later found by tbe Office of Binority and
lIo.en's Business BDterpri~es to be ineliqitl.e cr uDable to
perfora. then tbe ap~ar.nt lov bidder wil.l be required to
substitute anotber certifiad fir. of the kind needed to aeet the
qoal. before avard. at DO additional. cos~ to ~be state.
Join~ .entare .~Il
Under authority of 49 CPR. .oney spent on contracts awarded to
10int "on~arOfJ can be counted tOllllrd qoal a~tain.ent when the
procedure outlined in this specification is f0110ved.
JBPPERSO. COU.TT lOAD
QUSSTS RXVza BIIDGE
841034
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ll. contents of 10int venture agre._II1;, The 101nt venture
aqreewent wust be in wriUnq ani! siqned under penalty of
per1ury by all of the 10int venturers. Eacb 10int veDture
aqreewent sball. specify the coutribution aado by eacb
10int venturer; the control each .ill. esercise; tbe
potential. for profit or 10s8 and the distributioll thereof.
Bach of these el..cnts eust be allocated ill proportion to
their contribution. The 10int venture aqree.ent .ust also
identify the co..arciall.y useful function the 10int
venture will perfors and the part of the work each 10int
venturer wil.l do. The aqreeaent ~U8t al.so specify ubich
participant(s) are DBBs .ad ~icb are WBBs and qive
docu.entations of D1IBE certification.
b. Requests for approval. An, 10int venture aay re~ue.t
approval by the Washinqton state Depart.ent of
Transportation. The request .ust be in .ritl~q. .ast
include:a writton 10int venture aqreeaent and .ust contain
a state.llnt that qives .SDOI' authority to audit the 10int
venture. A prospective bidder who has not been certified
as a 10int venture aay not be qiven a bid proposal unless
the bidder bas subaitted Ids 10int venture aqr_aent at
least seven cal&ndar doys before the date of openinq bids
for a specified pro1ect. The aqree.ent shall confor. to
the requireeents of subsection (a) of this .ection. .SDO'l'
shall approve a 1Clint venture tl!Iich Buba1ts an aqree.ent
that contains each of these specified el..ents.
c. Tiae of reques~. & re~oest for approval of a 10int
venture aust he sub.itted and approved bofore the ti.e
fixed for bid openinq. If the 10int venture is not
approved. the aqency shall award to tbe lowest rosPoDaive
bidder or rebid.
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d. Effect of approval. An approved 10int venture is approved
only for one specific contract.
e. Inv.stiqation. VSDO'l' .ay request additional infor.ation
fro. an enterprise lIeetinG appro'l'al as a 10int venture.
Failure to provide the requested infor.ation 8hall result
in the deaial of the request approval.
f. co. plaints. CO.plaints re~ar~inq the oppositioD of
validity of an approved 10int _nture shall be written aad
shall be .ade to VSOOT and to 08.SB. WSDO'l' shall fully
investiqate e.ch co.plaint and issue a written report of
its fin~iDqs. ~he report will be prowided to tbe
co.plainaat snd to 0""8Z. CODcurraotly. the 8S0m .ay
investiqate co.plaints pursuaat to its rules and Cbapter
39.19 Rce.
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In order to CO.P~T with the require.ents of q9 cpa Part 23. the
State bas established qoal.(s) in the a.ount(s) of:
a. ..Q $225.000.00 ... for Disadvantaqed Businesses;
b. ... S50.000.00 ... for U088n'S Business Enterprises.
The bidder shall co.pleto and soh.it with his bid. a Disadvantaged
Businesses and Wo.eD's Business Enterprise Utilization
certification which has beall .ade a part of the proposal. This
certification sball be used to d~er.ine whether a bidder has
coapl.ied with the DB/IDZ qoal requiresents. The State shall
consider as unresponsive those bids sut.itted which do not contain
the certification. whicb contain an inco.plete or false
certification. or which disp1ay insufficient pro1ected use of
DB/8BEs. ~he state expmcts that the bidder sha11 aake ewery
effort. throuqb neqotiations and/or written solicitations. to aeet
the above specified qoal (s) . !Jae S1;a tit expects each bidder shall.
attain eacb qoal. After bids are opened. the State .ay. at its
discretion. request a detailed description of partia~ bid ite.s t:.
ba perforead by DB/WBZs.
k~Ba1iI3-DB/YeE,participatio~ 'l'oward a.atinq Goals
DB/8BB partiCipation shall e Counted toward aeetinq qoals set in
accordance with tbe fotlovinq criteria:
a. Zxcept as specified bel.ow. the total doll.ar v&lue of tbe
contract awarded to the DB/WBB is counted toward the
applicahle DB/18E qoals.
b. The total dollar value of a contract to a DB/18B owned and
cObtrolled by beth .inority aales and non-.inority feeal.es
is Counted toward the qoal.s for disadvantaqed and wo.en.
respectivelY. in proportion to tbe percentage of ownership
and control of each qroap in tbe business. Tbe dollar
value of a coDtract with a DB/WBR owned and controlled by
ainority wo.en can be counted towards either the DB
contract qoal or tho WIB contract qoal tut not to both on
tbe saee pr01ect. ~he Contractor or aqency ..ployinq
the fir. .ay cboose bow tbe contract value is applied to
the qoal.
c. A portion of tbe total dollar value of a contract witb an
eliqible 1cint venture equal to tho percentaqe of tbe
ownership and control of tbe DB/IBB partner in tbe 10int
venture will be counted toward tbe DB/MUE qoals.
d. Bxpenditures for eaterials and supplies obtained fro.
DB/UBB sup~liere and aanufacturers are counted toward tbe
dBPPzaSOM COUITY 801D
QUBB'I'S RI'za BRIDGZ
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DB/WBE qoals, provid_d tbat ~he DB/VSB assu.e tbe act~l
aDd contractual responeibilitr, for the provision of the
.aterials and supplies.
(1) The State or Contractor sa, count its entire
expenditure to a DB/BBB sanufacturer (i.~., a supplier
that produces qoOds fro. raw saterial.s or
sUbstantially alters the. tefore resale). The entire
a.ount can be counted only if WSDO'l' approves the
description of the DI/BIE's responsibiliti~s for
..nufacturinq the sUPPliers. '1'0 obtain IlSDD'I'approval
tbe bidder eust sub.it awrittcn request .hicb
describes tbe pr04uctLon. fabrications or alterations
.bleh tbe DlIV'! will perfors. If th~ bidder ~ail& to
ottain BSOOT apprc.-l prior to the tise fixed for
oP8ninQ bids. the expenditure to the DB/WBB
saDufactllrllr caDnot be counted at full yalll8. partial
countinq of the OB/881 asount .ay be allowed as a
supplier under paraqrapb d (2) below.
(2) TweDt., {20. porcent of expenditures propOlled for
DEV882 suppliers that are Dot .anufacture~s are
ccuDte4 t~.nrd08/B'B qoale.
(3) contr.cts with ...uf.ctur=r.s s.les represeotatiY..
shaU not be c:ouAte4to.ar4s tu DB/IIBEqoal..
e. A firs will be coasi4er.4 . aanufacturer (i.... a supplier
th.t pro4uce. Qoods fros raw .at.rials or sab.taatial~y
altere 'the. iI_fom re.le) perf.or.inq a ,cos..rcia~~y
....ful function ia tbe supplY procellSwhea i,tallsUlIes .the
aetuel aa4 coatEactaa1 re.ponsibilit1/for furnishinq the
suppli.s .Dd ..t.rials aad i. the ..nufacturer of those
euppUe. .a4 Burials.
& fir. v111 b. considered a lIupplier perforeiaq .
co.sercially a.efal fUDction :LA :the 8uP,pl., processvhen
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,t 1 Is, or .~;11 tI., ,rec:oqni..4 ,all .. ,dietr,lbutor by :tbe
.aauf.ct.urer. la_01.ed iD tile ,coDtrac.1:e4 .uPPlleS and
saterials: and
121 Ouns or le...s ..rehoo.....'.ru..hll,U4iAqS for
eto::"Qao~ ..auf.ctura4 s.t.ari.ls; ,or ,wb.tever other
f.ctl1tle. ,are vie.e4.. ell.tour,,, or aaces..r, b., the
h4u.tn': ,.:a4
( 31 Dlstrl but.., 4el':Lvar'8f ,or .rraDCles ,4eliyery.
services products .itb ~tll OvD st.ff.
,aA4
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QU!ITS RIVBP SRIDGB
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If an,. of the a for..entioned IIllnufac turer or suppl v serv.ices are
coa.ereiall y annecessary, such IlS the case "hen a fir. acts only
as a passive conduit in tbe sup~ly process or duplicates a service
provided by others in the saae chain of supply frOB aanufacturer
to purchaser. no credit will be qranted to.ard the DB or IBE qoal.
~!~tioa.of successful.idd~
Tbe successful bidder shall selected on the basis of his bavinq
subaitted the low~st responsive bid whicb bas aet the DB and/or
!fBE qosl(sl as establisbed else"here in tbese contract docu.ents.
Shoul.~ the low and otherwise responsive bidder fail to attain tbe
qoal(s), responsiveness shall be deterained on tbe basis of qood
faith wfforts takeR to attain tbe qoal (s) . The State lias
established the fo11ov1nq ob1ective aeasure.ent of qood faitb.
Good faitb sball be deter.ined in liqht of the DB and/or IBE
participlltioll lllttained by all bidders and by co.parinq tbe DB
and/or liB!!: participation to tbe averaqe DB and/or !lBB
participation by all bidders. Wben cO.Plltinq tbe avuraqe DII
!llld/or 'i1BE participation. on1y 'that aaount of tbe DB and/or "Bl!
qoal attain.entvhichdoes not exceed tbe establisbed qoal shall
be IIsed. Sbould the low bidder'S DB and/or If BE participation be
lower than the averaqe(G) in either cateqorr. tbe bid shall he
considered unresponsive and sball be re1ected. If the lowest bid
is re1ected, the Dext lowest bid. or bids, sball be exaained under
tbe foreqoinq criteria until tbe contract is awarded or all bids
rejected.
2IL~ntract COaglia.c.
'l'he state 11111 include a letter to the successful bidder settinq
forth tbe Contractor' &'I DB/IIBB obliqations as a condition of award.
Sucb letter shall be cC:lstrue/l as a contract specification at the
ti.e of award.
only expeoditwres to DE/IBB that perfor. a eo..exciallv useful
function in the .ork of a cootxact will he counted toward tbe
DBIIBB qoals. I DB/IBB is considered to perform a coa.erciallv
useful function wben it is responsible for execution of a distinct
eleaent of the .ork of a contract and carrying out its
responsibilities by aClltall, perfor.inq. aanaqinq. and supervisinq
the .ork invclved. ~o deter.iae .h.ther a DB/IBE is porforainq a
co.aerciall y useful function. the Stat. .a., evaluate the a aount of
work subcontracted. iD4ustry practices. and other relevant
factors.
~o ensure all obliqatioas under contracts awarded to DB/IBE are
aet. tbe stat~ shall review the Contractor's DB/IBB involveaent
efforts durinq the perfor.ance of tto contract. ~be Contractor
sball bring to the attention of tbe State anv situation in wbicb
regularly sohedulad proqross pay.ents are not .ade to DB/IBB
subcontractors.
JBP'BRSOI COO.~, BOlD
QOIB~S RIVIR BIIDGI
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If DB/WBE work is diminished or deleted by chanqe order. other
work of equivalent value shall be substituted by the Contractor to
tbe sa.e DB/WBE or substitute another certified DB/iBE to perfors
equivalent value work or provide good faitb effort docu.entation.
In tbe event tbe DB/WBE expects to share the resources of the
apparent 10w bidder in the for. of facilities. financial
assistance. equipsent or personnel. a written plan sball be
sub.itted by the Contractor to tbe washington state Depart.ent of
Transportation Office of "incrity Affairs before the RBE or iBE
COM.ences 1I0rk describinq the facilities. financial assistance.
equip.ent or personnel to be shared to ensure that no violation to
tbe perforaance of the co..ercially useful function occars.
This inforsatic4. a.onq other things. will be used by the WSDOT
Office of II inoritY Affairs to a,scertain the co.pliance of the
Contractor(sl with the coa.ercial.ly useful function prOvision of
tbis specification.
~tutorY,Penalties
If a person. fire. corporation. business. union. or otber
organization prevents or interferes vith a contractor's or
subcontractor's coapliance witb any prOVision of Chapter 39.19
Rei, or any rule adopted th&reunder. or Rub.its false or
fraudulent inforaation to the State concerning cospliance with
tbat Chapter or any such rule. cr violates any Bllch statue or
rule. the person or entity shall be aub1ect to a fine not to
exceed one tboueand dollars, in addition to any otber penalty or
sanction prescribed by law.
lfter an adainiatrative hearinq and findinqs of fact by WSDOY and
after the exhaustion of ad.inistrative re.edies, any adver.e
decision Under this .ection .ay be appealed to Tbarston county
Superior court or to any Superior court in any coanty .here the
alleqed viol.a~ion occurred.
If a person. fira. corporation. or business does not co.ply witb
any provision of this contract required under Chapter 39.19 RCW.
the State .ay withhold Ply.ant. debar. suspend. or turainate the
contract and aub1ect the Contractor to civil penalties of ten
percent of the a.ount of the contract or fiv. thousand dollars.
whichever is less. wilful repoated violations, eJ[c.edinq . Binerle
violation. .ay disqualify the Contractor fro. further
.participation in state contracts for a period of one year. lln
apparent low-bidder .ust be in co.pllance with tbe.e contract
pro~isions aB a conditlcn precedent to the qrantlnq of e notice of
award by IISDO'l'.
After an adeinistrative hearlnq and fiDdlnqB of fact by tbe IISDO'l
and after the exhaustion of .dainiatrati'e re"dies, aDV adyerse
decision aay be appealed to 'lbur.ton county superior court cr to
JBPPB8S011 COUKtY 801D
QUBB'I'S aIV!R BRIDGB
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any superior court in any coan~y where the alleqed violation
occurred.
~her Inforeation.
If fur~ber inforeation
Businesses/Woaen's Business
be directed tc:
is desired cOllCerninq Disad vantaqed
Enterprise participation. inquiry .ay
fta urice .I1exander
Construction office
washiDqtonState Depart.ent of 'l'ransportation
Transportation Buildinq
Oly.pia. WA 9850Q
or telepbone - (206) 154-2264.
.EfOPOSU -
The Dlsa4vantaqed Businesses
utilization certificatico for.
is attached to the proposal.
and lie_D's Business !lD terprise
is .ade a part of this contract and
INDIA. PBBPBBB_CB.ABD TRIBAL OBDIN.I.CES
1AJllLVst. 19. 1985'
~bis pr01ect i.located on tbe **. Quinault Indian Roservation .*. and
tharefore aay besub1ect to various tribal lavs and taxe.. Tribal
E.ploy.ent Riqhts Ordillances (TBB08t. pro'lidinq for Indian preference
in eaploy.ent. traininq. and SubcobtractlDq Day also apply. por
specific details. the Contractor should contact *.* Ji. Harp or Larry
Lestelle. P. O. Box 189. Taholab. lIasbinqtcn 98581.(206) 276-8211
....
lllthouqh Indian prefeEBnce cannot be co.pelled or .andated by the
st~te. there is no limitation wbereby voluntary ccntractor or
subcontractor initiated preferences are qi..n. if otberwise lawful.
41 CPR 60-1.5(a) 6 provides as follows:
Work on or near Indian reservations It shall Dot be a
violation of the equal opportunity clause for a construction or
nODconstruction cODtrector to extend a publicly announced
prefereDce in ..plcy.ent to Indians livinq on or near an Indian
reservation in connection with ..ploy.ent opportunities on or near
an Indian reservation. 'l'he use of the word -nearU would ioclude
all that area where a person seekinq eeploY.Dot could reasonab1l'
be expected to co..ate to and fro. in the course of a work day.
Contractors or subcontractors extendinq such a preference shall
not. hOllever. discri.inate a.onq Indians on the basis of reliqion.
BOX. or tribal affiliation. and the use of such a preference shal.l
not excuse a Cont~actor fEOS co.plyinq with the other require..nts
as contaiDed in the Auqust 25. 1981 Depart.eat of Labor. Office of
pederal Cont~ac1: CODpl1aDCe IroqJ:a.., Govern.ent contractor.
Affir.ative Actions RequlJ:e.ents.
JBPPBBSOM COUJ'I't IOID
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ARCHABOLOGICAL AID HISTORICAL OBJBCTS
It j,s natioDal and state policy 'to preserve. for public use.
historical and prehistorical ob1ect:s sucb as rains. sites. buil.dings.
artifacts. fossil.s. or other objects of antiquity tbat eay have
significance froD a historical or scientific standpoint.
Tha pro1ect area potentiall., contains cultural. resources. therefore.
clearing and qrubtinq operations will be Donitored an~c' arcbaeol.ogical
tastinq operations will be condllcted by the EnCJineer"fi Archaeoloqist
Consultant, if required.
The Contractor shall notify the Enqineer. in writing. at least 'ten
days prior to the date he intends 'to begin clearinCJ and grubbinq
operations.
"
Tbe Contractor eay be required to conduct his clearing and qrubbinq
operations in a .anner that will reserve portions of the vork area for
testing and exploratory operations.
Any archaeoloqical or historical ot1ects. whicb say be encountered by
the Contractor, shall Dot be farthcE disturbed. The Contractor shall
i.sediatelv notifY the Enqlaeer of an, sucb finds.
Any added costs for .odificatlon of intended cons'tructioD sethods or
for inefficiencies introduced by the use of a different sequence of
work to reserve portions of the vork area shall be incidental. to other
itells of vork and no additional JIll yeent will ba .ade.
The Bnqineer lIill contact the arch.eoloqi8twho wil.l aeter.ine if the
material is to be salvaqed. The Contractor gay be required to stop
vork in the vicinity of the diMCovery until sucb aeteraination is
maae. If the archaeoloqist deter.illes that the .aterial i8 to be
salvaqed, the Engineer eay require 'the Contractor to stop work in the
vicinity of the discovery Dutil tbe salyaqe is accoapl~hed.
Added work necessary to unco"r. fence. dewatar. or otherwise protec't
or assist in oalvaqe as ordered ,by the Bnqineer shall be paid as force
account in accordance with section 1-09.6 of tbe standard
specifications.
Any loss of tise Buffered by the Contractor due to re.ultlnq delays
lIill be ad1usted in aCCOrdaDCe vith section 1-08.8 of ~he standard
specifications.
Por the purpose of prowidinq a COS.OD proposal for all bidders. aDd
for that purpo.e only. the S~a~e bas esti..ted the cost of the it.. of
"Archaeoloqieal and paleontoloqiclIIl salvaqe- anI! ha. arbitrarilY
~ntered tbe aBount in the bid proposal to heco.. a part of the total
bi~ b, tbe Contractor.
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QO!ETS lIVED BRYDO!
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LOsUo".r. 25. .1!l82t .
As required by section 1-07.21 of the standard sPecifica~ions. Bock
Dril1illq safety R.qllireaen~s. all. rockahich will be encouDtered in
9xcavation or quarry bas a ~hEeshold Li.it Value of ... .028 ...
IIppcf.
TRAPFIC CONTROL
stop traffic on weekends.
otherwise approved by the
The contractor sball not restrict or
holidays, or hours of dark...s. uDless
Enqine.r.
E!BRGBICfTRaprIC-cor.rROL
{Jaauarv .9. 198" 1 -
In addition to the re9uire"Dts of section 1-07..23 of the stall4ard
specificatioDs. ehe following provisions sball appl.y:
,',
ahen required by the EDqineer or tefore beqinnillq work all the
pr01ect. the contractor sba12 desiqnate a supervisory espl.oyee to
be in continuolIs respoDsible charqeof traffic control, .a4 sball
provide the Ellqilleer with a l.ist of Dot lIlorethan siz supervisory
esplo,.es tbat say be called for ...rqency traffic control as
Deeded durinq 1I0nvorkiaq hours. The l.ist sbal1 include tbe
e.plorees' telepho.e nu.bers and the Contractor shall have at
least one of t:bese .sploy.es a'lailable at: aDY ti.e. 'l'he state
will furnish the contractor lIit:h a sisil.ar list of the BDqineer's
..ployees.
when the Ccntractor's e.plo,.es are called out to provide
e.erqency traffic protection durinq nonvorkinqhoars, pay.eDt for
l:1bor. equip.ellt, and ..tori.ls des.ed necessary bV the !Dqinear
will be sa de in accordance with section 1-09.6 of the standard
specificatious.
10 pay..nt. other thin proyided for by section 1-07.23 of the
standard specifications. will be aade for traffic cCDtrol durinq
the Contractor's nor.al vorkillg hoars or such hours as actuall,
"orkod.
PUBLIC COIVBlIBRCE aHD Slr!'I'!
~Dteaber 13..19821.
The construction safety zona for ~his pr01ect is ... 15 ... fee~ fro.
the outside edqe cf the traveled "a,.
Durinq nonworkiDq bours equip.ent or .ateria1s shall Dot be within the
safety zone unless it is t:rotected by peraanent quard rail or
tosporar, concrete barrier. The installation aDd ~oca~iOD of
tesporar, concre'l:. barrier. if u..d, shall ha.e the approval of the
Enqin.er.
JBPrlRSOI COO.!! ROAD
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Durinq tbe actual. boars or work, unloss protected as descr~bed above.
only .aterials absolutely nocessary to construction shal.l. be lIithin
tbe safety zone and only construction vehicles absolutely necessary to
construction sball be a110wed within the safety zone or al.low.d to
stop or park on the shoulder of the roadway.
Parkinq of e.ployee vehicles shall. not be within the 'afet, %on. at
any ti.e unless protected as described above. Any devib,ionfro. tbe
above require.ents shall have the IIritten approval of the EnQ~neer.
SPBCIAL~' ITBftS .-
.1!2!.!sber 2. -1981)
Par the purpose of detersininq the percentaqe of work that .ay be
subcOntracted as specj.fIed in eoc:tion 1-08.1 or the standard
specirications. tbe followinw itees on this CQpt,~~ct ~~e desiqnnted aa
Specialty Iteas:
"Removinq Bea. Guard Kail"
"asphalt For 'fack Coat"
"An ti -Stri ppinqAdditI".-
"Asphalt 'treated Ball8 xncludinq Pavinq asphalt"
"Asphalt Concrete ~.ge.ent Cl.as. D Incl. pa"inq Asphalt"
"Defts Guard Bail Type ,.
"Beall Guard Rail ill.cbor Type 1"
"10 In. z 10 In. Treated TI.ber Post"
"Teaporary Siqninq"
"per.anent Slqninq"
-'
89GBESSOP WOIl!, ,
1!2,.,~.r.2. 1981'
In accordance with soction1-08.3 of the standard speCifications. the
contractor Shall p:epare and sub.it the progress schedulo In tbe fore
of bar qraphs developed under the critic.al path .ethod. P.L 1.1'., or
other si.ilar ..thode. I'he bar qrsph .ball be suppl.seuted by the
arrow diaqras aDd acti"lty listinq used in its preparation. 'lb.
proqrass schedule shall be in s.rficient detail that proqre.. of tbe
vork can be ."aluated accurately a t any ti_ durinq the perfor.ance of
tbe contract.
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Tbis pro1ect shall be coepletad ia accor~.nc. witb the provision. of
section 1-08 of the .taadard specifications aad the followinq:
Ti.. for cOllpletion i. re.tricted due
allowable workiaq ti.. ia tbe gueeta 8i.er.
coatract is divided into two ph....:
to tbe li.itetion of
Por convenience. the
Pbase 1:
Construction
roadway.
of th. new bridqa aDd approach
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De.olition of the exis~inq bridqe and re.oval of
tbe existing roadway approaches
rhe ti.e a1lot~ed for cODs~ruc~ion of Phase 1 shall. be 450 vorkinq
days. Phase 2 of tbe project sball be acco.plished in 50 workinq
days. rile Con~rac~or .ay parfox. so.e ~asks for Phase 1 and phase
2 siauJ.taneousl.y, provided there is no interrup~lon of ~raffic.
Ho..ver. the de.ol.ition of the existinq bridqe within the
peri.e~er of the ri"er sball be res~rlcted to a su..er
cons~rqction seaso~ of 25 vorklnq days as specified in the special
proy!sion ~ult Indian. SatiOD. Oulnavlt Depart.eD~ of~-.atqr.l.
bO>>DaIi.
Phase 2:
Xf tbo Contractor elQlcts to serlorll PhaSlll 2 work in con 1unction
vitbPhase 1 work. only vork days for Phase 1 vork Ifill be charged
to the contract.
lQI~'~QUrr~ROJ1LIZ&TIOI
.1!!2UUlr2. . '1981'
The fOllovinq contract i~G.s .ay be eliqible for force account
mobiliza~ioD as provided for io section 1-09.6 of the standard
specificlltioDS:
-~Dporary Water Pollution/Erosion Control"
~liiIIJl11-lID PlYBElr
("aY 23. 19831.
The quantity of the following ite.s to be paid for on this pr01ect
shall be the quantity shown in the bid proposal, uDless cbanqes are
ma!o in accordance vi~h section 1-011.4 of ~he standard speCifications
wbich affect this quanti~y. !he quanti~y shown in the ~id proposal
lIill be ad1usted by the aDount of the cbanqe and will .... paid for as
specified in slilction1-04.11 of the standard specifications.
~Concrete Class AI for Bridqe-
-Concrete Cl.ass 8 for Bridqe-
-Concrete Class D or Ill! for Bridge-
NSteel Reinforcinq Bar for Bridge-
The quantities in the bid ~xopo..l are listed only for the convenience
of the contractor in deteraiDinq ~he volu.. of 1I0rlt inyolved and are
Dot qnaranteed to be accurate. ~he pro8~ctive bidders sbal~ yerify
the.e quantities before sub.ittinq . bid. .0 ad1ust.onta o~her than
for approyed cbanqes _ill be Dade 1D the quantity even tbouqb tbe
actual quantities required .a, de~ist. froD tbose 1Isted.
Tbe unit contrac~ price for tbese ita.. shall be full cODpeDsation for
all ea~erial., labor, equip.ent and tools necessary to constrac~ and
co.p1ete ~bis portion of tba _ork 1n accordance _itb ~h. plana. t~es.
apec1~1 provisIon. aDd ~h. standard specifications.
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{Nove.her 2. :19811
In addition to the require.en~s of .8c~ion 2-01.3(4) of tbe standard
specifications, the followi.nq sort shall also .be included in this
ita.:
Pollollinq cOllpletion of the n.w bJ:i.dge aDd approacla ro,.dllays.
portions of the detour roadway. sbal.1J:e oblitera.ted. 'llae porti.on
to reaain will be adego.totc provide recreational access to the
streall aud ad1acen~ properti.es. 'l'he actual reaoval lia1ts will be
as directea by the Bngineer at the ti.e of construction. Bxisting
sections of roadva7 and detour roadways to beobliteratea shall be
r8BhQP~d and contoured to blend naturally with the ezisting
terrain and to prOTide for drai~.qe of surface vater as directea
by the Enqin..r. Any ulIsiqhtly ezcells .aterials, such as broken
p&ye.ent. shall be disposed of in a caste site to be provided by
the Contractor.
BIIgJ.LOP S'1'Ii~IBS
1!2Y8aber. 2. :19SJ1
The foll.owinq iteas
with the require.ents
IIID OeS'lIUC'I'IOIS
shall be re.oved and disposed of in accordance
of section 2-02 of the st.ndard specifications:
1. One razed house in the vicinity of Pier lo's , and 2 at
approzi..tely station Lc 31+50.
2. Barbed sire fence as shown in the plans.
3. H.iqht lilllt structnre and ancillary qaard rd.l l.eft of
station Lc 43+30. ~h. height l.i.itinq .tructure shall be
re.oved and dispose~ of. becosing the property of the
contractor, after tbe nell bridge Is open for traffic or sh.n
directed by the Bnqlneer.
REftOWIIG BEAK GUAiD RilL
Wb.re shown in ~h. plans or sh.ro d.signated by the Inql...r, tb.
Contractor shall re.ove eEi~in9 quard rail and Aachors. 'ollovinq
re.oval. the qUDrd rail, posts, and anchors llhall becose ~lae property
of the Contractor aDd sball b. dis!:ClMd of off the :lob lIita. In areas
deterained by tbe Engin..r, the CODtractor shall i...diately fill. all
hol.. re.ultinq fr.o. the reaoval. ~h. hol.s shall be backfillod with
a suitabl9 aaterial, a8 approved br ~h. Enqio..r. and the backfill.
coapact.d to the satisfaction of the lagi.eer.
ReoovlnlJ beaD quard rail sill ba ....ur.d by the linear foot in its
oriqi.al locations. R..oviDq beaR quard rail .ball also iDcludo
re.oval of anchors aS80ciatod witb the boa. quard rail.
JBF'ERSON eQUITY 1010
QUEI'I'S RI'.I .SIDGI
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Tbe unit contract price per linear foot for -oe.ollinq Bea. Gua.rdBail.-
sball be full cospensation for furnishinCJ al.l. labor. tools. eat.rials.
and e.uipaent Dec.seary to perfors 1:110 wos:1t as specified.
DISPOSlL-OP SU..~US ftA'I'!BIAL
Ii/ave.her 2. 19811
A lIaste site has not been provided by the state for the disposal of
excess sat.rials and debris.
OBDEB or WORK
Por continaatioD and aainteDlce of traffic on the Queets-Clearwater
road during the construction of tho new bridge structure. the detour
roadwa,s .shall be co.pleted first in accordance with the plans.
stalldard specifications. .nel tllese special PS:Ov!.SiODS.
ilhere shown in the plans or where duiqnated bytb. BDqintier and prior
to constructiDCJ ..bankaent. unsuitable foandation .at0rial underlyinq
and adi.cent to the bridge footiDCJs shel.l be reaowed and the void
backfilled i...diatel, withqrayel borrow aatarial and co.pact.d to
951 sali.a. deDsity. 'l'he bridqe end esbanksents shall thea be
coepl.etllld to the bottom of tbo footinq elevation . usinq selected
qraDular eaterial. as deterained by the BngiD.er. and co.pacteato 951
.llKi.u. dODsity. ~he bridq. foundation pilinq caD then be driveD and
the r..ainder of the pier constracted in cODforaance with the plans.
standard specifications. and special provisions.
The order of work ShoSD in tbe stagecoDstruction drcwiDCJs in the
plans is for the pri.ary purpose of aaintainiDq traffic and to perait
the early and orderly co.pletion of the pro1ect. ~he contractor shall
perfor. portioas of the lIork of various stages concurrently insofar as
.aiDteoaoce of traffic and otbe~ considerations lIill perait. ~h.
construction .equeDce shown aoy be revised in tbe CODtractor"s
proqress schedule provided adequate provisions are .ade for
.aiateDance of traffic and orderly proqr..s of the work. ~he
Contractor is advis.d that tho ti.e for co.pletioA set forth hor.in is
critical aDd ia order to aeet the schedule. he aust contiDuoasly and
viqorously pursue al.l Fhases of the work.
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section 2-09. structure Izcavation of the staDdard specificatioas, is
supple..oted with tho fOllowiDq:
'l'be bri4qe la,out sheet indicate. a strata of rock ovorlain by
ri.er gra.el at Pier J aDd 4 which will have to be ezcavated for
the bridqe footinqs aDd .eals. This excavation will consist of
all ezcavation iD.id~ tbe cofferdsa froa the top of the rock Pier
2 or qra.el pier 3 aDd 4 to the bottoa of seal or hot~oe of
footiaq ele.ation. whiche.er i. applicable.
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Soil sa.ples indicat~ that the rock is a soft. fractured rock with
a Sch.idt ha..er (Swiss baa..r) readinq bet..e. 10 and 17. The
Contractor shall not use a blastinq .ethod for its reaoval within
the confines of the cofferdaa. The Contractor shall subait to tbe
Engineer his .ethod of cofferdaa excavation for review and
approval prior to construction of the cofferdaas.
Tbe .aterial excavated within the cofferdaa will he aeasured in
its oriqinal ~osition by voluae in cubic Tards. The quantity
.easured for pay.ent vi~l include only the .ateria~ excavated froa
vithin the li.its bereina ftardefined. rGqardles:aof whether the
ezcavation is .ade vithin a cofferdam enclosure or in an open pit.
AnT additional excavation outside of these Ii. its vill be
considered as hayinq been aade for the Contractor's benefit and
all costs in connection witb such excavation shall be included in
tbe "bid ite.s shown ,in the plans.
The horizontal 'limits for aeasorinq the excavatioD will. be the
sides of the cofferdaD or pit, except chat no payaant as cofferdam
excavation vil.l be ude for uterial. reaoved outside of vertical
planes 1 foot outside and parall.el to the neat ~ines of tbe
footinq or seal.
The bottoa liaits for eeasurinq the cofferdaa excavation for
footinqs or l!Ieals lIill be the elevation of the bottoa as shown iD
tbe Pl.aAS or as otherlliae estahli.hed by theZnqineer. In pile
foundations. the aaterial resultinq froa the svel.l due to driyinq
piles viII not b. included iD the .ea.ured quantity.
'!'be upper liait for ....urinq e:lCavllt1on will be tbe top surface
of the qround. or the bed of the streas, as it exists at tbe ti..
the excavation is started.
The unit contract price per cubic lard for -structure BXC8yatioD
Incl.udiDq Haul - Cofferdaa-. sbal be full co.pensatioD for
excavatinq, taulinq. and disposinq of all aaterial withiD the
confines of tbe cofferdaM or pit aDd sball include all labor.
equipaent, aDd tools nec.sury to co.plate the excavatioD iD
accordance .with the plans and tb_e special proYisioDS.
SHOBr.G. CBIBBr'G. COrPBRDlIS. CO'Ca!T! SElL
The followiDq specifieatioD sball be iD addit10n 1:0 thereqoir..ents
of ..ctiOD8 2.09.3(3)D. 2-09.3(3)!, 6-02.3(6)1. aD4 6-02.3(6)C ana
other applicable aectioDs af tbe at.D4ard specificat1o.a:
'!'he Contractor"s attentioD i. called to the fOODdatio. aeal.s to be
constructed at Piers 2. 3. aDd ~ .. ahow. i. the cODtract pl..s
and referred to in tbe special praw1alona. li4 it..s for this
work have bee. provided iD the propos.l aa followas
~!rrB.SO' cocrrr lOAD
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.SborinCJ & crib. or Elltra Ill. Cl. A Pier ~., La.p Sua
.Concrete Class D por Bridqe., Per Cubic Yard
Should water conditions at the ti.. of construction be sucb tbat.
in the opinion of t~e EnqiDeer. seals are not required, the
Engineer allY specify that tbe seals be o.itted. Xn .such case, the
elevation of tbe bottom of the footinq as sbolln in tbe pl.ans sball
re.ain as ehown and excavation shall proceed only to the bottom of
the footinqs. .
>>0 ad1ustaent will be allowed in the unit contract prices for
concrete and ellcavation by reason of any increase or decrease in
quantities lnyolved due to the deletion of seals.
Durinq the placinq of a foundation seal., the elevation of the
water inside the cofferd.. shall I:e lIaintained at a1e'llel. 6 :1nches
beloll the water elevation outside in order to pravent any flow
into the streaa.
The concrete seals are designed for a lIater surface elewat:1oD of
42.0 feet. After the sea18 are ~oured and cured. the colferdaas
sball Dot be ~ellatered if water iaabove elevation ~2.0 feet.
Provisions shall be .ade to flood the cofferl!a.s in the event that
lI~ter surface is abow. the desiqn elevation.
'l'he contrnctor is further alerted to the exist5nce of bedroCk as
shown on the bridqe layout~h.et and the borinq loqs. ~his .ay
present SOll8 difficulty in cofferda. construction aDd excavation.
Xf the Contractor choose. to ccnlltruct sheet pile cofferda.s. the
abeets s~all be of sufficient strenqth to penetrate into the rock
and driven to refusal. xf further escavation is required to reach
.the hotto. of tbe footiaq or botto. of seal fllevations after the
sheet piles have been drivea to zefusal. the Contractor shall
adequatelY brace the interior of the cofferdaes to prewent
collapse. A detail shcwinq the interior bracinq shall. be shown in
the fals.work drallinqs whicb shell. t. sub.itted to th. Inqineer
for approval in adyance of construction.
All cost involwed in constractinq the cofferd.as in bed rock 8hal.1
be included in the bid ite.. of uork involved.
souacl OP 81TIBXAL
No source for aaterial has been provided to tbe Contractor for this
pr01ect. However. tb. Contractor is alert.d to the fact that. pri<Ylate
sources for ..baakaent aaterial and qravol borrow are awailable in the
i...diate vicinity of the pr01ec:t wbich he .ay choo.. to utilizo. Th.
us. of any source for .at.erial will b. totally the responsibility of
the contractor, and b. should .atisfy hi.self as to the quantity.
quality, and leqality of available ..t.erial sources.
JBPPIISOI COUN'I'Y BOlD
QUEI'I'S IIYIR BRXDGI
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Tbe Contract.or shall .ake his own arraJl4e_llt:s to olltai.D 1:11. a.cessar,.
.at.erials a1: llis expense. and all cons of aC~lIirinq.. ~o4ucJ.llq and
placinq this .aterial iD the finished .orlt _all be iDcLwled i8 t,he
uni 1: cont.ract: pri.ces for the .,arious it..s ,invo:J..".d,.
~LX.G ON OTHER THIS STATE BXGR.AlS
{JIlae 116. 19821.
Sect.ion 3-02 of the s1:aDdaJ:4 specifications is sllpp1__ted by the
follolfing:
If the sources of .ateria1.s pro'l'tded by the Coat:ractor
necessit.ates baulinq o"er roads other than 5t.a1:8 Biqllknys. t.he
Contractor Shll11.. at hi. OVD cost and expense.. sake al.l
arranqe.ell1:s for the U80 of the haul rovt8s.
21%1-.ECLAfiA~IO~
(lIoyeae,er 2.19811
The provis!olls of section 3-03 of the standard specificatioD. shall
not apply 1:0 this contract. site ElICh_tioD slaall be pecfor..d by
the contractillq aqency on all sit.s furaished bt it:.
On sites pro"ided by the cont:ractor. aad .b.n n~ui.red b,. lalf.. tile
Contractor shal.l obtain a sorf"ace uininq opera'tiDq per.it frOD t:he
Departllent of Bat ural a_ourcu. Prior to co...nciaq opera t:ions at
<;he sit.e. tbe contractor shal1furDlsll e"idence t:o the J!nClin4IIer that
1:111s require.ont bas been .et.
All costs u>volvlll~~n co.plyillq .lth the nquire.ent.s of aD op.ratiaq
per.it: acquire;!" fro'a the Depart_at of Matural lesoorc.. for
contractor-provided si~es shall te considered iacid.Atal t:o the
.aterials to be produce!! fro. _id 811:8(s).
~IH< TREITIR-ml5B
lA.R.dJ._1.L-.12lli .)
Por th. purpose of a ~aviDq asphalt r.visioD quaAt.it:y cospDtat.ioD.. the
palling asphalt in th~ asphalt. tr.ated bas. .ill be .eaBurea b, the toa
lIith tbe quantity ae~.r.iD.d fro. ~xoductioD data. The Stat. rea~v"
~he riqbt. to .ake random checks of t:he qross and tare ..1qhtB of th.
traDsport. equi~.ent at 1:he tilO of 4eli.ery. as .ell as ....uriaq t:ho
pavinq asphalt vola.. in the storaqe tank prior to and aft.r the
deposit. fro. the transport W1hicle.
BI'I'UftI.OU5 SURFACE TaEa~"E''I'
In accordaDce with section 5-02.2 of the standard spacificatioDS.. the
qraae of asphalt to be use4 fer bltua1Doa. surface treat.eat sball be
Cas.2 and the aqqreqate .at.rial ahall cODfora t.o the r.,aire.en~s of
section 9-03.4(2) of the st.andar4 specifications for 5/8 iDcb 1/4
inch crushed Screeninq.
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If a rllCfcliDlJ allent; is u..a 011 t;hi. contract, it shall _et the
faLl.owing specification for the qrade aesiqnated:
If SilO'!' SPBCnXC&~IOJ paR BOT U:X
JlBaCLIJG lGBIYS'
<:
&ST8 'l'es~ BA !
8eth cd Il1n. IIa l(.
II 2170 or 200 800
J) 2171
II 92 400
D 2007 30
II 70 or HePOrt:
II 1298
D 28722
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1000 11000
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Viscosity _ 1400P.
cs
plash point: cae, 0,
Sa1:lIrat.es, .1:. "
specific Gra1rity
~...A:I.' 'lest:. U~..I.~
Yiscosit:y ..atio. ~
Boiqkt CbaDlJe ~ S 3
'l'hlt filial acceptaDce of recycl1Dq aqeDt:s .eotinq this
.pecificat:lon is Bub1ect t:o 1:h. co.piiaDce of the zeconst:itutea
asphalt; ~leDds with clIrr.at: asphalt speclficat;ions.
.~he UStll of AS'!8 J) 17511 has DOt. boen stadi.a ,in tltecontext; of tltis
sp&cifieat:1oD: ho.ever, it; .IIY be appl1cablcl. xn cases of
41sputtll, tller.fer.nee ..thoe! .hal.l be AST" II 2872.
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Viscosity Ratio
BTPC vie.osity at: 111001'. C8
. --------------------------------
Orillinal Y:i.8c081ty at 1400', cs
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R~cYCL~IG, AGZ.TS~
Test
A S~!I
Test BA 75
!le1:hoct BiB. 11II:,&.
BA 2S0'
1IiD., IIII:L
ftA 500
Bin,. !lax.
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Origillal Test
Yisc:osity it 1"0 OF. D 217'0 50,00 tOO:OO 1-5000. 350.ClO -.0,0.00 600.00
C8 or
D 21:71
1"lashpoint COCo 01" D 92 .50 "50 4S0
saturates. .'t. 'I D 2007 30 30 30
specific Gravity D 7~ ,.pori: IIeport ..part
or
D 1298
a..idu.Test; fro. Il'1'P~ D 287 :za
1'iscos.ity Ratio:l 3 3 3
. eiqht ~hanqe .t I 2 2 2
'rhe final acceptllDc. of rec yc:1hlJ aq.Dts _1:illlJ th:is
sll8e1fica1:ion is SUbject: to tlte coap1iace of tile recOlU.ti. tute4
asphalt blend. wit.. ccu:reJlt asphal't specifica1:1oas.
~
Th. use of ISTI!I D 175/1 Ila. Dot Ilea staai.a i. th. co.test of thi.s
specificatioD: however. it: aa,. b. l!ppUc:able. J:1l c.... of
ai.pute. t". referellCe _i:hoc1 shall be &sT. D 2872.
JOfPC tiscosi t1' at '.001". cs
. 'iscosity latio = --------
Oriqi.l 1'iscc8ity at 1"001". CS
2
llSlDIPIID GIlDUJ:OI liD S'I'&JILJ:'rY or allCycJ.1D &sPS.U'f COICal!'1
.LAUe II , II. . 19851..
Should t.... Contractor elect to ncycJ.e aSplaal1: ..t.rials. 1:lIe __a
silt r~4uiro.eDts and the qradatioll for the o.s. .200 si... for the
asphalt concr.te for plac..at ill an.s oth.r t:Ilan the w.ariaCl cours.
of travelled lane.. a8 shown i.ll ..CtiOD 9-03.8(6) of the staa4ar4
specifications are revi..a as follos.:
....i89
u.s. .2IUI.
3.0- 8.01
3.0- ,.ot
::.0-10.01
501- 601 recycled aateri..l
611- 701 recycl.d .aterial
111-1001 rocycled oat.d.l
~.lld"Silt: .
.&i"a4
.d."ea
.&ivea
JBPPIRSOll cou.~r ROAD
QUBB~S RlYER IRIDGB
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Tbe stabilos.ter test value shown in section 9-03.8(2) of ~he standard
specificlltioal!l is revised to be a Binisus of 30 IIheD the asphalt
coacrete contains 50 percent or .ore recycled naterials.
~.ALT-CO'CIBrE PAVE8EBT
(Allril. 29. 19851.
This 1I0rk shall. consist of plant-.lxed asphalt cOncrete placed on tbe
prepared sorface in accordance .ith tbese special provisicns and tbe
app1icable require.ents of section 5-04 of the standard
specifica tions.
The Co.tractor shall have the option of utilizinq asphal.t concrete
reaovea under this contract. if any. or old asphalt concrete fro. an
existinq stockpile. or supplJinq all. ne. sa terials in the production
of tbe asphalt concrete paveaent or any approved co.bination of the
foregoinq. J:f reaoved fros an ezistinq stocltpil.e. the ol.d lIISphalt
concrete to be used .ust be unifors in qradation. asphalt content. and
asphalt viscosity. If not fro. an identified and approved source. tbe
aqqr8qates aut seet deqradation and hardness requiresellts. Should
the Contractor elect to use 101 or le.. of recycled .aterial.s. the
recycled saterial.s need not be unifor. as lonq as the asph< concrete
.eets the spocifications for the class specified.
If asphalt concrete plallinq. or old asphalt concrete are utilized in
tbe production of asphalt concrete. they shall be sized prior to
enterinq the sixer so tllat a uniform and thoroughly .ixed asphalt
concrete is produced in the .ixer. If tbere is evidence of the old
asphalt Dot brealciilq dOWII durinCJ the heaUnq and .izinq of tbe
asphalt concrete. the Bnqineer eay el.ect to .odify tbe .axi.u. size
entering the sizer. 10 contaaination by deleterious saterials will be
allo..d in tbe old asphalt concrete used.
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shall .eet the specification
9-02.1(4) of the standard
The new paving asphalt (1&-.0001)
reqlliree.nts listed in _ction
specifications.
The qradation for the new aineal. aqqreqat8 ullllld in the productioa of
tbe asphal.t concrete shall be the responsitility of the Coatractor.
aad whea coebined with nc,cled aateJ:ial. if any. the co.bined
.aterial shall. .eet the gradation specification require..nts for the
specified Class ACP as listed in section 9-0).8(6) of the standard
speCifications or as shown in t~es. special provisions. The ne.
miaeral aqqreqate sball ..et tho qenezal require.ents listed in
section 9-03.8(1) of the standard specifications aDd shall ...t the
appropriate fractare and saDd equivalent require.ents a. listed in
section 9-03.8(2) of the stADdard specifications.
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Tbe recyclinq aq.nt sel.cted by the contractor sball ...t the
specification requirement. listed eleewbero in these special
pro.tsions for the grade he selects.
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JIPPl8S01 COUITY 8040
QUB~S II'!8 BIIDG!
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Wh9n old asphalt concrete is proposed ~or inclusion in tbe aix (either
fro. .aterials obtained fro. this ~roject or an existing stockpile).
tba Contractor shall. subsit his desiqn for appro.a!. incl.udinq
representative sasples taken in tbe pDesence of the Bnqineer. and the
a ppro:iaate proportions of tbe various .aterial.s (ol.d asphalt
concrete. new aqqreqate. recycl.ing aqent. new pavinq asphalt) to be
used. Upon tentative approval of approxisate proportions proposed by
the Contractor. the saterials lIill he proportioned toqetber for a 10b
.ix desiqn. Approval of the .ix aesign sball be basea upon .eeting
the speci~ication requireee~ts of section 9-03.8(2) of the standard
specifications for tbe speci~ied Class ACP or as shewn in these
special provisions. In add~tion, for six aesign approval, tbe blend
of recovered pavinq asphalt plus recycl.inq agent and additional paving
aspbal.t shall seet the re~uiresents for AR-4000W in accordance _itb
section 9-02.1(4) of -the standard specif~cations. The COntractor
shall al.loll 15 vorkinq days for this approval and aesiqn once the
aaterial. has been received at the Baterials LabOrator,. additional
tiae aay be required if the proportions will not sake an adeqllate
design. as deterained by tbe Engineer, or if the Contractor requests
.ore tban one re1u.enator or P!ViDq asphalt soarce approval. 'l'he
Contractor is al.so advised that production of the asphalt concrete
shall not co.sence uDtil tho 1cb .ill desiqn has heeD established.
Asphal.t concrete paY.Dent Class ... B... _ill be a.asared by the ton
lI!th nO deduction beinq Dade for the .eiqht of ~be paving asphalt or
any otber coapone~t of the ai.ture.
J1'or the purpose of paving asphalt rey18~on .uantities. if any. the ne.
paving asphalt aDd recyclinq agent, if any, u~ll be seasured by the
ton vit.b the quantity detersin.d fros production data. 'fhe state
reserves tbe riqbt to .ake randoa cbecks of tbe gross ana tare ueiqbts
of tho t.ransport equipa.nt a t the ti_ of del~ very. as well as
measuring tbe paving aspbalt wol.uae in tbe storage tank prior to and
after the deposit fros the t.ransport vehic~.
The unit contract price(s) per ton for ... -Asphalt CODcrete ~aYes.nt
Class B Incl. Pavinq Aspbalt- ... aha1l b. full CODp.nsat~On for
furni.binq all labor. equip_nt. tool.s and aaterials. inclucUng the
CORt involved with tbe furnishing of recyclinq aqeDt.. if aDY, and the
furai.hinq of pavimq asphalt. aec.ssary to pr04uce and pJ.ace tile
asphal.t concrete pave.ent as .p.cifie~.
Pl'UG lSPHJ.LI.;.aB9ISIOI
J12ril 29. 1985)
Sbould the aeoullt of nail Jl&daq upalt and roc,clinq aqent, if aD"
incorporat.ea into the aix wary by aore than ~. 0.3 percent of tbe
aaount aeterained froa the .ix a.siqn wben shown elsewhere in the.e
special prOVisions. aft ad1ust"Dt in paya.nt .hall be aaae. If there
is no aspbalt content ShOWD iD the special provisione. or if the
contractor furnisheD aqqreqates for a job .ix aesiqll that require a
different asphalt content than tbat sbown in tbe special provisioas. a
Jlrrl.SOI coowrt ROAD
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new aspbalt content shall be establishea and used to calculate the
ad1ustaent varyinq fros the 10b Sill desiqn by .ore tban ~o 0.3 percen~.
The adjustaent in Pllysent (plus or ainus) shall be based on tbe
j.nvoice cost to the Contractor r.O.B. at the pro1ect site. I lIIe.
contract itea. Pavinq Asphalt aevision. Ifil.l be established for
material varyinq frOIl the .ppro~riate .iz desiqn by .ore than to.3
percent. -
SUR PieR SBOO~B.ESS rOB IspnAL~ co.caRTH P1VES.MT
{Rove.her 2. nw.
The second sentence of section 5-04.3(131 of the standard
specifications is a88nded to provide that the co.pl.eted surface shall
not vary sore than 1'4 inch froa the 10lfer edge of a 1o-foot
straiqhtedqe placed 011 the surface parallel to centerline.
fl!tli~IRG ISPHAL~ COBCBE'I'B PAYERBIT
1!2~.bor 2.~
Wbere directed by tbe Engineer. the Contractor shall feather tbe
asphalt concrete pave.ent overl.ay in a .auer to 0 produce a ssooth
ridinq connection to the existinq pave88nt.
llsphalt concrete pave..nt class ... B.... utilized in tbe
construction of the feathered connections to oxisting paveuent, sba11
be aodified by elt.inatinq tbe coarse aqqr9qate fro. the .iz at tho
Contractor"s pl.ant or tbe co..ercilll source fro. .bich tbe Contractor
obtains the aix or by mkinq the 10int on the roadllllY. to tbe
satisfaction of the Bnqin.er.
III costs and expenses in connection vith providinq, placinq and
featherinq the asphalt concrete paveaent sbal.l be incidentnl to and
inclUded in the unit contract price per tcn for ... -Asphalt Concrete
pave.ent Class B Incl. PaviDq lsphalt- ....
RBI.,OBCBD COIklJ'I'B BRIDGB APPROACH SLIB
.LAlIU.Jc 27. 19J!1.
The reinforced concrete bridqe approach slabs to be constructed on
this pro1ect shall be constructed full roadlfay Ifidtb fro. the outside
of usable shoulder to outside of usable sboulder at an elevation to
match the ad1aceDt structure. ~he roadway end of the approach slab
shall be constructed nor..l to the road va, centerline. .Ill steel in
the top .at or vhicb ties into the top .at shall be epoxy-coated in
IlCCOrdaDce lIith section 6-02.3(24)8 of the standard specifications.
Tbe standard plan shoviDq the concrete bridqe approacb slab shal.l be
used and .odified as necessary to acco..odate the qrate inlets at tbe
bridq. .Dds if required. I 1I2-inch expaDsion 10int filled with 1/2-
inch pre.olded 10iDt filler to the full depth of the approach slab
shall be constructed betlfeeD the approach slab aDd tho ad1acent bridge
retaininq Ifall.s aDd qrate inlets. 'he qrout required for the end
ancbor Type 1 shall be lIastcn:flov 713 qrout. Set Non-Shrink qrout.
Five star qrout. or equal.
JEPPBRSOH COUIT! ROID
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The depth of crasbed surfac~nq top course to be placed under tbe
reillforced concrete bridqe approacb slabs sball be 0.20 foot
(co.pacted) as sbcwn in the Standard PlaD.
The QIlit. contract prices per cubic yaM for "Concrete Class I Por
Bridge Approach Slab" and per pound for "Epoxy-coated Steel aeinf. liar
For Ce.ent Conc. Pave.en~ aDd "steel aeinforcinq aar POr CeA.n~
Concrete PavaaeDt- shall be fall co.pensat~on for furnishinq all
.ater~als. 1abor. tools. and eguip..nt necessary to perfora the work
as specified. 1l.l costs for providing. placinq. and co.pactinq tbe
crusbed surfacing top coarse sha11 be included in the unit contract
prico per cabic YBrd for "eon crete elass A por Bridqe Approach Slab".
TEST, BOLE DATA.
(Nov..ber 2. 19811
The attached loq of test boring sheets are reprodUctions of the
oriqinal. Log of 7est Borinq for the test ho1es indicated on the ...
BRIDGB LA lOUT SHEET ... of the plans.
RERO'JDG BXXSTI.G STRUCTURE
For the prospectiva bidders inspection. plans of tbe existinq
structure are available at the pro1ect Bnqineer's office.
llfter traffic bas been routed o.er the Dew structure. tbe existing
Queets River Br~dqe and approach roadways shall be co.pletely re.o'Gd.
The entire structure. inclUding the approach roadway fill. tbe
e~iDtinq riprap. the concrete approach spans and their foundations.
shall beco.e the property of the eontractor and slaall. be disposed of
by hi.. No waste site has been pr01ide4 for tbe disposal of this
.aterial. Tbe eontractor shall aake bis own arranqe.ents for the
disposal of this aaterial. auel shall protect the Stat.o from any aad all
daeaqes arisinq froa bis 4~sposal operations.
The existinq cOllcrete piers in the r~.er .itbin tha .etted peri.eter
of the stream sball be re.oved to the elevation of the IJt:reall bed.
All broken concrete. reinforcinq bars. an4 other debris reao'.d froe
thq piers sball be re.oved froa tb. had of the stree.. ~ho existiDq
piers on the shore land .hall bo reeoved to an elevation at least 2
fee~ belov the qround li.e.
The Contractor sball sub. it to th.Bnglneet for approval his aetho4 of
bridqe 4..olition. oeaolition of the bri4q. shall not co..ence un~11
s~ch approval is qi,.n in vrltinq. I.plosives ahell not be ..e4 la
tbe de.oUtion.
The lu.p sua cCDtract prlce for ....ow!nq E.lstinq 8ri4qe
River. sball be full coepeasation for faralablaq all labor.
equip.ent. and expense. necessary for r.aovinq and 41aposlnq
existlaq structure and ancillary votks .s outlined herela.
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JErPI.SOI COOI'l'r 80&0
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... Grays Barbor POD Ho. 1 and peninsula Telephone ... vill furnish
material ~or and install... the po.er linG and tel.epboDe lines ....
Tbe Contractor shall place ... the conduits. anqles, hangers. nuts.
bolts. and rollers ... furnished by the ... ut~lity companies ...and
tbis 1I0rk shal.l be considered as incidental to and included iA ... the
1W1P sua contract price for -Superstructure Quests aiver Bridqe.
Alternative A1-. in tbe caae of Alternative &1. and in tbe luap sua
prices for -Suuctural IDv Al.l.oy steel- and -Roadway Deck- in the case
of Al.ternati'J'e .&2 .... The Contractor shall notify tbe utility
co.paAy a sufficient tiDe in advance and shal.l cooperate vith tbe
utility co.pany in order that the ... banqer and conduit ... aay be
installed in the structure.
50 additional compensation vill be .ade by reason of a~y de~ay or
other expense to the Contractcx caused bV the installation of the ...
conduits, ... hovevor. any unavoidable delays to the Contractor.
reSUlting fro. the installation of utilities vill be ad1usted in
accordallce with section 1-08.8 of the standard specifications.
SDPBRSrBDC'I'OOB - ~BBTS RI'IB BRIDGE. AL'I'BB8&TI'E 11
-Ualy.25.. 19\1ll
This i~.. of work shall consist of furAishinq all .aterial. l.abor.
tools. e,uipaent aDd incidentals necessary to construct and co.plete
tbe superstructure of ... tho Queets River Bridqe. llterDatiwe A1 ...
in accordance lIith the stondard specifications. the plans aDd these
spacial provisions.
... 'l'he top aDd bot tOR parts of the lateral restrainers in the
ha...rheads at Pier 2 aDd 4 ... shall also be iDcluded in tbis ite. of
work.
... 'l'he expansion ioiDt syste.. brldqe bearinqs. and steel reinforciDq
bars wbich extend ~ro. the colu.n at Pier 10. 3 into the ha..erhead
... shal.l be excl.uded fro. this ite..
The lIupArstructure contaiDS approxiaatelythe follovinq quantiti83 o~
materials:
stress Relieved Strand
LOll Relaxation StraDd
steel Reinforcinq Bar
Epoxy Coated Steel ReiD~orciDq liars,
Concrete Class 'AI'
Concrete Class 'llol' Cin the diaphraq..1
Precast Concrete Girder
Bridqe 11nor It.as
28.730lbs.
135.660 lhs.
263.255 lba.
t58.780 lhs.
2.473 cy
205 cy
2.240 lf
see l"lans
The quoD~ities are listed only for the convenience of the contractor
in deterainiDq tbe vola.e of vork involved and are not quarant.ed to
JBPPBISO. COOI'l'1 ROAD
QOBars II'BR .aIBGB
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be accurate. Tbe prospective bidders shall. verify ~b.se ~uantities
before sUbaittinq a bid. .0 adjusteentc other thaD for approved
chsnqes lIill be .ade in the l.usp sua contract price for superstructure
even thouqh the actual quantities DI qu1 red eay deviate fros those
listed.
The lu.p sua contract price for ... .Superstructure Queets Diver
Bridge, Alternative 11. ... sball be fu~l coapeDsation for all
materials. labor, equipsent and tools necessary ~o construct and
cospl.ete the superstructure in accordance witb ~he plans. these
spacial pro.isions and the sta.dard speCifications.
~DGB-RINOa I!II!
J!()veeber 2.19811
por the purpose of paysont. saCh bridge itesa as ... hot poured
elastic type 10int filler. espanded polystyrene, and eiscellaneouB
saudblastinq ... etc.. for whicbtbere is no pay ites included in the
pr()posal. are considered as bridqe siDor itees. All costs in
connection with furnishinq aDd installing these bridqesinor ite.s as
shown aDd not.d in the ~lans and as outlined in these specifications
and in tbe standard specifications shall be included in the ... oth3r
bid itess. ...
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1.01 Description
I. This ites of work shall consiat of furnishin4 all aaterial.s.
services. labor. tools, equip..nt and incidentals necessary to
desiqn. fabricat., test aDd instal~ the pat or disc bearinqs
in accordanc. with the plana, the staDdard specifications and
the special. provisions. Only one ~ype of bearinq shal.l be
used. either pot b.arinqs or disc blarinqs.
B. Pot hearinqs shall consist of an upper and lo.eranit. .or a
guided or Don-quid.d b.ariD9 the upper unit incl.udes a sole
plate and a top slidin9 plate to which a stainles. st..l shoet
is lI8lded. '1'he lOIlC' unit consistll of . s..onr, plate aDd a
base pat enclosinq aD elasto..ric disc Which supports e piston
to which pOl.ytetrafluorethyl.ne ('1".) sheet i. bonded. Xn a
fixed bearinq the top plate and pi.ton aro 0.. piece. for.
quid.d b.arioq tho IIlidinq.l....t of the b..rin9 shall..
restraiD.d a9ain.t .o....at ia 0.. dir.c~ion ~y quid. bar.
attached to the top plate. ~he quide bars .ball quid. aqai.st
the pisten. The iaterspac. b.t.... the quid. harD and the
piston .hall. ba provid.d with .li41Dq sarfac. of pOlisbod
stainl..s IIt..1 aqainllt t... 'l'b. tP. 0.111 bo ..chanically
fasteDea to the quid. b.r..
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c. Disc bearinqsshall consist cf an upper and low.r unit. Par a
qui.ded or Don-quided bearinCj the upper unit incl.udes a sol.e
pla1:e and a top sl.idiner plate ~o which ,a stainless steel. sh.et
is welde4. 'l'he l.ower unit consists ofa aasonry bearinq pla1:e
and an upp~r beariner plate with a pol.yether uretbane disc
bet:.eeD tb41 plates. polytetrafl.uo_tb ,1eDe ('11'11) sbeet is
bondea to the upper bearinqpl.ate. Xn a ,fixed beariDg, the
tOP,plat.e and upper pl.ate are on piece. por a quided
bearinq, tbu Sliding el..ent of the bearin" shal.l be
restrained aqaiast .ove.eat in the di~ction by quide bars
ati:&cl1eii to the top pl.ate. The interspace betw_n the guide
bars llnd 'the ,upper bea'ring plate sball. be provided IIJ.th
sliding surface of polisbea stainless steel against TPB. 'l'he
t'PBalaal.1be sechanically fastened to thequ1de bars.
1.02 Qualitylssarance
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A. Pl.ataGsIIS Critera and Acceptance
1. platne:s of beariner surfaces shall be deterainedbytbe
follo.iner .etbod:
a~ A precision straiqhtedqe. loaqer than the noainal
diDeBsion to be 8GQSUrea shall be ~lac8d in contact
with the surface to be .easarad as parallel to it as
possible.
,~
b. Select a feelar qa uqe ha vinqan accuracy 0 f .! .001
illch equal 1:0 the tolerance al.lowed and atteapt to
insert it uadertbe straiqbtedqe.
c. plates are acceptable if the feeler qauqe does not
pass under the straiqh~e4ge.
d. In 4etereiainq' the flatness. 1:be straiqhta4ere say be
10cate4 in an, position OD the surface beinq .easure4.
2. PlatDes8 tolerances 8hall be aefinellas follows:
a. Clas8 i tolerance . 0.0005 . no.iBal di..osion
b. Class m tol.er.nce . 0.001 . DoaiDal dieGD.ioD
3. .0.iDal dl"DSloD shall ba taken as the .c~ual di..nsloD
of the plate under th..tralghte4qe,lD1Dche..
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B. lIanufacturinq Tol.er_c_
1. Pot
a. 'the inside 41&..te% shall. be aacbined too a 1:01.l:oce
of+ 0.005" 8p1:0 20"4J.a.eter and .!.0.007. OlJer 20"
diaiieter.
b. pot uDderside &hall lie aacadned parallel to 1:he i_ide
to aCl.usA tol.era.ce all :def1ned 1_tad. special
pro "is ion.
2. Blasto.eric Di.c
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a. Dia..ters qrea1:er tun 20": .!,3/32"
b. Dia.eter. le.. than 20": ~1/16"
c. 'l'b1cltaes8: 0". +1/8.
d. Discs sball be __ .fact ared frOll ,acnql.e piece.
3. Pol yether Ure1:hane Dille
a. D1a..terll<;teatertllan 20": .!. 3/32"
II. Dia.eter. :le..thaD '20": ~, 1/16"
c. 1'bickne.. -0.+ '''8''
4. Discs sl1.'ll be.n.factared fro. a cagle piec..
II. Pi.ton
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a. D la ..te ra cu:ea ter tua 20": .! 0.007"
b. Dla.etera le.. tha. 20": .,!.O.OOS"
c. Upper IIlde Cl.... A tolerance
d. LOller .lde Cla.. a tOlera.ce
5. T.!! S114inq Sarface
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a. Pla. dia..uona, total .081_1 de.19ft are. -0. +5
..erce.t
b. Plat.e.s C1a.. A tol.zaDce
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6. S~aiDl.ss steel Slidinq surfaces
a. Pla~ness Class A tolerance
7. Sol.eplates and'l'oP Slidinq Pl.a tes
a. Plan disensions over 30w: -0". + 3/16"
b. (llan dillGnd,ons under 30~: -0". + 1/8"
c. 'rhickness: -1/32",+ 1/8"
d. Platness: Cl.ass A tol.erance. except tbe si/le in
contact with concrete aa, teCl.assB tolerance.
8. ftasoDry Plato
a. PlaR di..llsions over 30": -0.+3/16"
b. Plan /lisen.ions un4er30":-0" +1.18"
c. Tbick.ess: -1/32" + 1/8e
d. ?latness: Class I tolerance. except the side in
contact with concrete say teClsssB tole~ance.
9. Guide Bar
a. ".nqth: .! 1/8"
b. Section /lisensions: ~ 1/16"
c. Platness where it bears on another plate: Claso A
tol.erance
d. Bar to bar tolerance: ,!. 1/32"
e. Bars shall be not .ore than 1/32. out of parallel
10. Overall. heiqht:: -1/16.. + 3116"
11. Tbe ./Jeres of all par~s shall be ,broken by qrindinq so tha t
there are DO sharp edqell.
1.03 SUbllittals
I. Shop 'lans
1.
Before fabrication
sub.it shOp plans
accordance wit:b
of any bearinq. the Contractor shall
to the Bnqin..r for appro.al in
section 6-03~3(81 of the stan4ar4
JEP.S.SOI COUIT' BOlD
QUSBTS lIfER BRIDGE
a'-. 03/1
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specifications. These dEawillqs shall incl.ude but not be
li.itedto the fol.lollinq ~nfor.ation:
a. P~an and eleva ti 011 of the bearing Shoving di.ensions
and tol.erancell.
b. cc.plete details of all co.ponents and sections
shollinqal.l. .aterials incorporated intotheb9arinq.
c. A~lJ.ASRTO_ AS'f1l ,or other.tenal. desiqnations.
d. Vertical andhorizoDtal capac;i.1:y.
e. Rotation capacity.
f. Desiqn calcuk tiOD:! for .the pot_ elasto.er~c disc.
.pol yether uret:haliCl diBc.pil!l~oJl. solo-s:latesand
.esolllry pl" te8. . Yh4lcalcul.atlODsell&l.lJlro"idellt.tlae
'l.eastthe fOllo!1i.nq:infor..Uon:(1)bftndiag due to
bearinq pr1lll1ll!.r.&lor ':thesoleplate.Dd .a.oary .plau
atllllxi.llll desiqn 'J(lQd,.nd.cc~l'1trieU;y_(2. concrete
bearinqpressare .:lInder tlae sOleplate and '8esonry pl. te
at 1I1u1.ua beaxinq 'Fre88nreaad.accent:ricity.and (3)
bearinq cl.aranc8a IIItaax1eu.loa4and :rotation. ~he
calcula1:e4 cl.lllara'nC:4I1slaa.ll ,illClucte top of pot to
soleplate. botto. corner of piston to :top.of pot.and
face to face of qui4ebars aDd the effacts of
anticipate4inital. S&t and aodified center of
rctatioD.
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q. coapresaive stress on all slidinq surfaces as .lIal.l as
on the elasto..ric and pol,.~h8rurethanesurfaces. at
aaxiau. and .ini.u.d..iqlll.oads. incla4inqrotation.
h. IIlstructioD8 for inatal.latioD oftbebe.rinq.
B. Bearinq Certification
1. The Contractor shall furniahtotbe. Bnqin..rcertificatioll
fro. tbe unufacturer that tlae bearinqs laa.e been
.anufactured in fullco.pliance lIithther.~uire.ents of
the contract.
c. Bearinq Test RepOrts
1. The contractor .hall sab.it to tlaeznqi.e.ra bearing test
report for appro..l for the tests a.scribea in thia
special provision.
.
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1.04 Shippinq aDd Handlinq
&. Bach bearinq sha~l be fU];ly as.eehled at:theaanufllcturinq
p~ant and de~ivered :to the ,consts:uction e;ite as a cosplate
unit and 'ready for J.nstal.'~ation. .~he bearinqssh&llhe held
t olJet her lIitbresov&blel:estraints .so t1aatthe sl.idinq
sarfaces arenotdallaqed.Thev shallhavecenterllnes narked
on both top and base plates for checkinq aliqn.ent ~D tbe
field.
B. ~he bearinqs sh&llbe .shippad~n a~lght proofpackaqe.
Part.2 IIllterial :specifications
2..01 .Structural steel.
A. ,structural ,steel. Bha~l confer. to ~e :requl~sents of&ASHTOII
183. AA SBm '11223 Gracie '50 .or 'AASB"I'O :11222.
2.02 .Blasto.er
&. Blaston.rs shall confors ':te_c1:10n :25..2 .and ''fables :25.2& and
.25.28 of the A&.SHTO :standard ,specifications for Bj,qhva?
Bridqes,,131:h 'Zdition.
2.03 polyeth&r Uretbane
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'l'I!S'I' I!B'!HOD
&S!IID 2240
AS!II D .412
aA.GBCI' ..u.Ul!:li'
62:,t2
2000 .ini.us
3700 ,lIiuieus
500.0 .ini.1I1I
220 ei.ni.ue
40 .axillll.
HardA.ss, Duro.eterD
'Tentri:leStrasll (psi)
at 1001 elonqation
at .200lCelonQIl1:ion
'lensil.eStr.enqt:bCpsil
ul.tillate BlongationlC
co.presaLon Set lC
'22 hOllrs at700C
&MI!I D ..12
'AS!I!I D 412
AS'I!I D395
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2.0" Brass
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&. Pl.at brass seallnqrinlJs shall confor.tothereqlliresents of
&5'1'11 B36half bard.
2.051'01 ytetrafluorethYlene . ('f'.)
A. '1"E Sb4~lconfor. to the ,!:equiD.ants of section:2 7. Of the
&ASHTO standard specifications :for 8iqbway ,Bridqes. 13tb
Edition. 'l'he'1"8 8ha1.1 .be unfill.ea''f'Esheet.
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2.06 ,stainless .Steel.
:1. ;StaiJiJ.Cl88 :stcae'l :sha1.J. ..confora,to ;AS!'!I'A ;24~ 'or"", .'304.
2. 07-nol.ts. 'lIuts.'1IIasbers and .Couplings
A.. Bo1-:ts and.other :hardware ,shallc:oJlforato .:the ~eCluire.llen1:sof
AASB'fO.1I 164 ;qa1.vauized.
.2.08 Grout for lIasonry 'P.late
A. .'l'he .qroa:t :1:or :aa:sO:DJ:Y Fh'.w oJ!lha:J.l. :have :a 'ablaaa '7.da,.
.co.pressiwe ,strenqth.of .40.00 'ps.1.'rJae :IIater.1a1. ;shan i1e,ai-_d
and :pl.ace.das :recoa.Jlded :1I;y -:th..anufacturar ..or .his:t:.echD1ca1.
crepresentat::i".e..
11. 'rhe ,qrout .shalllle .oneo.f ::the ~o-.l'1o,,:ing .or :anapproved .eCllual.-:
1.. :X1t-.Pakt.Groutasaanufactu.d .bY .1:ntrum.on-.Preput. .1:nc...
Cley.land.. Ohio..
.2.. 'Set :loil~Shrinlt Grout: aslllanufactured :bySe1: :Products.
.Inc...llacedonia. .Ohio.
3. 'lIasterfloll '7'13 .Grout: ....ullf.ctllr.dbY 'lIas1:.r .B uilder..
'Cl...land. .Obio.
4. :P.1ve ;st.ar Grout aa .anufac1:ar.dby 'D..S. .Grout ..corporation.
PairL.1e1d. COnnecticut.
2.09 Otherllater.i-al.s
A. Other aaterialsshall.eet :the ;requires.llt. .of :the cJItandard
speci-fica1:.1ons.
Part -~ Desiqn Bequlre.en1:s
3.01 General
A. Schea.tic drawinqsofpot bearinqaare .'.bon .1nthe .plans .for
:infor.ation GnlY.'rhebearing., :top:sl1dinq pl.at..nd naaonr,
plate.sbaJ:l:bedesiqll8d -to ,he .A.o....blealld .replaceable.
B. The .desiqnr.quir...t.llforl.o."...o....nt:.. an4 .rat:.ation.ar.
/J howni nthelllall..
C. The allowable d..iqn str.....:foE,.tractaral.~.-lD.hallb.
as shown in 'rable 10.2A of~he .&ASBt'O -StaD4arc1 ,specifiaat:.ions
for Kicrhw.y .Briclq.s. '13th.4it:.ion.
JBPPBBSON COUITY DOlO
QUBI'I'S ar'aIBRIDGB
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3.02 .Pot
A_ ~he pot. .shal:l. consist ofa .cucularrin9 :and a :l.ollerp1a-t.e.
.r.he p:l.ate .aDd :ring .shall be ~abriC&1:ed ~ro. .one p.iece of
structural .steel.
B. .Depth .of 1:he pot. .c&.vi1:y .sha:l.:l JJe ..equa':! 1:0 or .qreater -t.han:
.pot I..D. :x (Desiqn ro1:.a1:.ioJl+ _.02 :radians) -+ .1 j,lIch -+tbe
t.bickness oft.he .elastoser.ic disc.
c.. ':rnsidediaeeters .shal:l be t.he .saJHl 1UI 1:he .elastoaeric discs.
.D_ 'rhe .si:ze of 1:be rj.ngshal"1be desiqned 1:oJli-thstand -the
hTdrosta-t~c .internal .pressure ~aused by t.he e:last.oaer
considered as .fl.llidlli1:hout.coJlsidera1:ioJl of -the :l.olfer 'plate.
'E..The :l.overp:late .shall be of .su~f:ic.ient -tb:icklless "'Co ensure
d:istr.ibll-t:ioDof -the :bea:ruq Jlt:re.ss under :full .dead .alld :live
:1oadapp:1ied :at .an .eccentrici1:Y o:f :5 percent .of the :inside
diaseter :of -t.he potcoJlbilled with a .bori:zonta:l .:1oadaeount:illq
to 10 percent of the -t.otal"ert.ical :l.oad.
1.. The .thicknessof .:the :1o.r .p:la.te .shal:l ..be at. :least 1./3001:
thepot.dill.eter Jlut :in :DO .case :less -than .3/-4 :inch.
3.. 03 Elasto.oric .Ilisc
A. Confined 'Z:lasto.er.ic :Ditlcs .shaJ.l .have '1:he fol.:lollinq .inisu.
thicknesses::
'1.. Less -t.ban ..011 :radillns.ro1:a-t.ion
3:Jl/25
:1 D/20
3:11/15
2. pro. ..011t.o ..016 radiaDs
3.. Over ..017 rlld:1ansrot ation
B.
.Areas of elastoaeric discs .shall..be desiqlled :for allorkiDq
s1:ress of :3500 psi ~5 percelltat.the 'to1:al dead alld live
:loads of "the structure.
At the Per.anent dead load 01 the s1:ructure. t.he BiniBuB
cospreasi"estres..ball. .be "700 psi.
3.014pglyether UrethalleDiac
C.
A. areas of pol.,ether urethane d:Lac8 ahallbe dellicrnea .for a
lIorkinqstrelllll of 5000 psi ~5 pereellt at t.he t.o1:al dead and
11". l.oads o.f t.he structure.
JBPPBBSOI COUlTf RoaD
QUBBTS RIyaa BRIDGB
84.034
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3.05 Brass seal:iAq ~qs
A. :F~at brass sea:Lll1q rinqs aha:L1. Jaave a uBisa .i.15th of 3/8-
J:or bearuqs UP to 1000 Jdps capaci.ty and 11'2- _ide O.er 1000
kips ca paci 1:'1'.
B.Tbe thickness of each ring ~all be 0.05- ainiaus.
C.The .nuaber oJ: rinqs shal:L be 2 J:or "'ari.nCjs up to 1000 Jr.i.ps
capacit y. 3 10r bear.iuCIII for 1000 ~o 3000 ki.ps calPaci1:l' aJl! II
:for beariJlqs .over 3000 kips capacJ:1:y.
3.06 !'iston
'A. 'l'.be 1:hi.cJmesJ!I o~ 1:.he piB~c21 :Shall not be ~..s th_ 0.06 tues
'the usia.ai.sater oJ: the :pot.
:B. 'l'he oui:si.da diaener o~ the pi.IltOJ:l sh.:Ll be o. .03- to O. 05-
:Less than 'the i.nllide6la:ae ter of 1:he 1'01:.
c.. &1: sa:d.s. rotation .i.th :5 perCBJI't U.es 1:110 i.ns1.de di_lIter
oJ: the pot u the var:i.at.ioJl01 c.aterof pr_sare.. 'the pistoD
shall protrude at :Least 3./8 :i1lCh i.nsidethe pot.
.D. 'l'he 1:.hi.cltDeBsof the pistoJl shall. aJlSure 'tha't 'tha battos of
1: be pisto.l: sbal.l. Ite entirel., bel.o. 1:118 'top of 'the pot. even if
the anq~e of rotation exceeds the Basisua deslqD rota't1.on by
50 "ercent.
3 '. 07 1'F!':Sl1.dinq ,Surface
A. 'l'he area of 1:he TrE .surface .shall 'be designed J:or asanaus
1I0rkinqsuess of 3..500 "si at full dead and l.ive :Load.
B. 'l'be thickness of ~PJl sha:il bia a aiDlll_o~ 1/8'" and a sasiBuB
of 3/16-.
C. 'l'he ''I'rE sha1l ,be rec_sed for half of its thickDess J.Dto 'tba
piston.
D. 'l'he Biniaus coeff.i.clent of ~i.ctiOD used for de.ieaD shall be
in accordance with section 15.2 of the &asero standard
.5fjec:ifications ~or I!1qhllay Jlridqe.. 13th Ed1.tioD.
3.08 stainless steel Slidillq Surface
&. 'l'he stainl.ess steel. alidillq surface sllal.l. co.pl.U1l.y cove: 'tlaa
TPll sllr~ac. iD all opemU.ng 1l0.it1.olls pl_ one additional.
inch in all dlrectlODII.
B. 'l'he .tainless IIt..l .bel.l be 1. qacae ~hlck.
JErrlaso. eOU'TY aOaD
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3.09 Gllide Bar
I. The quide bars and Ueir cODDect1.oDS 1:0 the so~ep~ate .shall be
desiqDea ~or the hOriZCDta1 ~orces on the bearinq but Dot less
thall 10 porcent of the ~ertical capacity of the bearlllq.
ullless other.is. shoWIl ill the pl.aDe.
B. The .qaide bars shall be cCDllectea to the J5o~ep~a1;es by _a JUS
of eitber lIeldinq or bolts.
c. The space b~.eell the quide barB alld quided aeaher .shall be
3/16- ~ 1,16-.
D. GuiaiD(f arrallqas.lltlS shall be designed so that the qldded
a.aber i.s alllays .ithill the guides at al~ poillts of
translation alia rotation of the bearillq.
3.10 SOle Plate ana JllUIonry .P~at.
A. The Bole plates and aasollry plates shall be o~ structural
suel desiqllsa to 4isuibuto tbe .bearin9 loads ill accortbnce
w.ith the AA.SBTO stalldard spec1.~i.cat:iolls ~or Biqhway BriaQ811
13th BU1:.ioa.
B. Ths oole pla1:.. aDd ..sollry pla$a~ ohall hays a sinisus
thick_sa .of 3.14 illc:h aIId shall t:o .ecurely aDchored ot the
cOllcrete vith ..eld studs or aJlChor bo1.t.II.
C. The anchor bol.ta shall be slIelllqea or threaded 1:0 prcnde
adequate aachoraqs ill tbe cODCXSto.
Part 4 ~ahrication
4.01 Gellsral
A. The pot or disc b.arinqs abal1 be fabricated ill accordaace
with the di..nsions. shapes. d..igns alld details sholln ill the
approved shop plalls and ill coDtorsance .ith the otalldard
specifica1:iODs and the special pro.-isions.
11.02 Pot
A. The pot sh.ll be fabricated froa ODe solid plate by sachinillq.
B. The ieside of the pot ahall h.... a ..oo~h fini.. of 125
.icrolach (..S) or le... other surfac.. shall have a finish
of 250 .icroiech (l1I1S) or 1....
JEPF.aSOI COD~. ~o.~
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4.03 Bl.asto..ric Disc
A. Tbe elustooark disc shall be fabricated in acc:ordllDC9 with
tbe requireaents of sections 25.3. 25.4 and 25.5 of the AA5R~O
staadard Specifications for Biqhuay Bridqes 13th 14itioa.
B. The upper edQe of the .l...toaeric disc shall be recess.d to
receive the flat brass oealiDq rinqa.
c. Tbs elasto_ric diac .ball be labrica1:ed by application of a
unifora coatiDq 0.01 illch tlai.c:k of Do. corDiDq 0 ail.icone
compound over its eatiJ.'ll saEface.
4.04 Polye~er Urethane Disc
A. Tbe poly.tller urethaae diac skall be fabricated in accordance
witb the o.Dufacturer.s writt.n recoeeendationo.
4.05 Brass $iilalilHI ia1ilii.
A. Tbe brass sealing ringa shall b. flat .ith dieeDeioao
specified in Article 3.05 of this ..ction. Bound cross-
section sealinq rinqa .ill not bo Fereitt.d.
B. The rinqs shall h.... a ooooth fiDi.sIa of 63 aicroiach (ailS) or
le8s.
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c. The rinqs shall be split &IIId snuqly fit tbe raceslI in the
elasto..ric disc aDd the illside diaHter of the pot. rhe
rinqs shall be arranq.d to bave the splits staqqared a einieue
of 900 relative to on. aDother
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D. The ends of the ringe sball te bev.lod at OS d5qreos frOB
vertical. wheD tbo riaqs are iDstalled in the pot tho eaxi.ue
qap at the ends of the riaqs shall be 0.050- ~ 0.005-.
4.06 lietoD
i. The PistOD aball bo eachined froa a oi8q10 piece of structural
ate.l.
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B. Th. finishod piston sball kave a seootb fieiah of 125
elcroiDcb caMS) or le...
4.07 'l'PIl SlUinq Surface
i. ~he TPB shall be r.c....d anI! bODd.d to tb. pietoe. ~be
bODd1DII eha.1l b. perforMa .u:der cCAtrolla4 cODdiU.OIUI aDd ia
accordaDce 1I1th tb. written ie.tractioDs of the 88Datactarer
of the apprQv.a a4ke.l.. .,stee.
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B. AftGr coapletion of the boD4inq operation the 'l'PE surface
shall be S800th and free froa bubbles.
4.08 Stainl.ess steel Slidinq surface
A. ~he stainless steel slidinq surface shall. be faced dOlln.ard
and haye a airror finish of 10 aicroinches OlliS) or less.
B. ~he stainless steel sheet shal.l be seal vel.ded all around to
the sol.e plate by t.he qas t8llCJSten-arc .eldinq precess (TJ:G)
in accordance with the current. AWS specifications. The
stainless steel skeet shall. he claeped down t.o have full
contact ..ith tbe lIole plate dDriaq ..el.dinq. The.Glds shal.l
not protrude beyond the slidinq surface of the stainl.ess
st..Gl..
4.09 Gaide .Bar
A. Each quide bar 60a1l be fabrica ted fro. a sinql.e st'llel. plate.
B. The quide bars shall have a finish of 250 aicroinch (81151 or
l.ess.
c. Xf the quide bars are to be lIelde4 to the sole plate. the
quide bars shall be .elded before weldinq the stainless steel
to the sole plate.
4.10 Sole Pl.ates and lIaBonry Plates
A. ~he sole plates and aasonry plates shall be fabricated froa
structural steel.
B. The sides of the plates ia contact lIith concrete shall have a
finish of 500 aicroinch (RIS) or l.Gss. Ot.ber surfaces shall
have a finish of 250 sicroinch (RftSI or less.
4.11 corrosion Prctect.ion
A. all steel surfaces shall. be protect8d aqainst. corro.ion by one
of the follollinq .et.hods:
1. aetallizinq lIith ZiDC in accordaDce lIith the Aserican
WeldiDCJ Societ.y IWS C2.2. ~he sinisus thickneSS of zinc
deposit shall be 8 sils for exterior surfaces aDd 4 ail.
for iDterior surfaces.
2. PalnU.Dq with State Standard poraula 1-9-73 paint.
Ezterior surfaces shall be paiated 3 coats of PDint. each
coat bavinCJ a ainiaaa dry fila thickness of 3aila.
Interior surfac.. skal1 be palated 2 coats of paint. eacb
coat havinq a .iaisus dry fl1s tbick.e.s of 2 ails.
JB"E8S0. COO.TI 80lD
QUESTS 8IYEI .IIDGE
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4.12 'l'estinq aud Acceptance
A.
The .anufacturer shall perform load tests on a ~.S~ beariJl9 as
specified beloll to ensore that the desiqn, aateria1.s &Jld
vorkaanship aeet the requireaeuts of the con~ract.
The test tearincr shall be eM of the production bearillqs to be
used in this pro1ect or a prot~ype bearinq vith a .ini.oll
desicrn c&pacity of 400 kiFS. ~be pro~o~ype bearinq shall. be
desiqned and fabricated unaer ~h. sa.e requ1re..nts as the
production bearinqs.
B.
c.
The coefficient of friction shall be
teat bearinq. 'festinq ana acceptance shall
vJ.th the reqlllirellen'ts of section 27.4.3 of
Specifications for Biqhvay Bridqes, 13~h
D.
Friction Test:
deterained far the
be in accordance
the A1SB'fO Standard
Edition.
Proof Load Test: 'fhe proof l.oad test shall be perfor.ea on
the test tearincr- 'l'be test shall consist Of applyiaq 150
percent cf tbe desiqn capacity of tbe beariDq at ..Xi.UD
desiqn rotation for 6 hours. 'fa si.ul.ata 1:h, _ai.oa
inservice bearinq rotation. a be..l plate havinq . taper ..aal.
to the aald.eol:l desiern rotation shall be ufled.
1. Tbe ~eat bearinq shall shov no siqns of failure or other
defecta vbil.e ODder loaa.
2. Upon disasse.bly &Jld inspectiOll of the beariuq a~ the end
of the test, tbere shall he no siqns of failure or other
defects.
3. Pailure is defined aa avidellce of extrueion of the
elasto.er aroolld the seal, cracts or distortioll of the
di~c. piston or pot. debondillq of the 'l'PI or stainle.s
"0:.;;..1 platea~
E. Failure of . teat beariner vi11 relllul.t in re1ection of all
bearlnqs.
P. If a prcdoction bearlnq ia u..d in perforalnq the testa, and
the ~eats have been succ...ful and acceptable to the Bnqi.eer.
this bearinq aay be reusea in the pro1ect, proYide4 that the
TPE is reFlacea .ith a nev Tr!.
G. 'l'he beariuqs shall Dot be Shipped to the job site aDti1 the
beariDer te.t reports have beeD appro...d by the Bnerineer.
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part 5 Constrac~icn Reqaire.en~s
5.01 Anchor Bolt Placeaeu~
A. 'l'be anchor bolts shall be accura~ely lo~.~ed and secured in
place prier ~o pourinq concrete.
5.02 Bearin, Xns~a1latioD
A. Tbe upper and lower co.ponen~B of the bearings shal1 be held
securel, toqe~ber with reaovable r~raints. The restraints
sball. roaain in place for at least 7 days after placeaant of
concrete.
B. The bearing assembl, shal.l be inatal.led l.evel and tbe aasoDry
plate qrouted.
1. Tbe qrout sball coapletely fill the void under the
l!18Sonry pl.ate.
C.
2. Dead load of tbe e~ructure shall not be placed on ~he
bearinqs aD~il ~he grout has a~tained a .inisu.
co.pressive strenqth of 4000 psi.
The sole plate shall. be ..ll. anchored so that it is not
displaced durinq concreting.
Tbe ~op plate shall be ad1wsted to the settiDq shown in ~he
approyed shop plans before the superstructure concrete is
pour.d.
D.
B.
spGtcial care
protect ion of
fro. co.inq
.atter.
shall be ex.rcised at all ti... to ensure
the stainless .~el aDd TPB slidinq surfaces
into contact lIitb concrete or any otb.r foreiqn
F. All for.. and debris that tend to int.rfere witb the free
action of the bearill<f asse.bU.. shall be re.oved.
part 6 Quantity and Paysent
6.01 Quantity
A. This i~.. of work consists of the following nu.ber of
bearings:
Bridqe Searings
U,.. Each
JBPPBRSO. COO~Y IOlD
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6.02 Pa yaont
A. Tbe lu.p sua contrac~ price for "Bridqe Bearinq- sball be full.
co.pensation for all .aterials. labor. too].s. 8quip.eJlt.
testinq, seryices and incidentals necessary to furnish and
install the bridqe boarinqs as specified herein. and as SbOIlD
and. noted in the pl.ans.
POS'l'-TBBSIOBIBG
SectLon 6-02 of the standard specifications is supple.ented by the
fol.lowinq:
The Contractor shall desiqnate a person ill his orqanization who
shall coordiaate the poat-tensioning .ork during tbe shop plan and
construction phases. All. post-tensioniDq shop pl.ans for both
precast qirders and cast-in-placecoDcrete work shall sbow the
slqnature of the coordinator indicatinq that he has revie.ed sase.
Any discrepancies in saterials and sizes shall be reported to the
Enq!neer for review.
The post-tensioninq shall consist of furDishi~q.
tensioninq. and qrouting Frastressinq steel
soperstructur2. Staqes I. XI. and III as sbovn in the
specified herein.
iDstalU.nq.
for the
plans and as
This ite. shall include the furnishinq and instal.l.inq of any
appurtenant ite.s necessary for the particular prestressinq systea
used. includinq but not li.i ted to ducts. ancboraqe us..blies.
and grout used for pressure qroutinq ducts.
Prestressinq steel whicb develops pittiu.q due to rust or which
develops other corrosion-caused da.aqe shall be re1ected. Rust
fila which can be reaoved by liqht rubbing. le..ing no l.iqht
s'treaks or spots and no pittinq. .ill lIot be cause for re1ection.
Al.l rust fila sball be re.oved before strands are installed in the
duct.
A sa.ple of tbe eotal conduit. in the dia..ter specified, for eack
of tbe type. cf installation (precast and cast-1D-plaC8) sball be
provided to the Enqineer. !be post-tensioner sball revi.w a~d
observe the installation of post-tons!oniDq bardware in the first
unit constructed by the pre-caster.
"aterials and sizes
substituted in lieu of
cause for re1ection
been obtained frOB the
of conduit. etc., daterained to have been
tbo. speciUed in the sbOP plaDS sball be
unless prior appro..l for subs'titutlon h..
!Dqineer.
JBPPBRSO. COD~Y lOAD
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Xn addition to the requireaents of section 6-02.3(26)1 of ~he
standard specificatioDs. ~be shop dra-tnqs for prestresainq of
stroctural elesents shall include celculationa sbollinq final
d_iqn forces along the le.qth of al.l.tendons. desiqn elongations
for all. tendons. design friction and 1I0bhl.e coefficients. and
design anchor sets for all tendons. These calculations sball. be
perfor..d by the supplier (s) of thepost-tensiollinq ..,s1:ea (9) and
shall be .eal.ed by areqistered prOfessional Bnqineer.
Al.l costa and eKp8ns8S in connection with furnishinq all
,aaterillla. 'l.abor. tool.s. equipaant. 'fares. falaevork. post-
tenl5iollinq. and qrouU,1l9 ducts an4al.l other iteas required to
cOIllPlete the post-tensioniDlJ lIorkas shown in the ~ans and as
specified here and in ~h. standard specifications sball be
'included in the 'l.uap SUI contract price for .Superstructure
Qll_'tsRi..erBridqe. Alterlllltive &1-.
CO.CRBYB,CL&SS,&ZJ
(Octollo<lll:' ,2'.. 191JS)
coner et e ,Class 8..* &'1 J ...
IIhich shall have a .iniaum
pounds per square incb
specifications shall apply
special prori.llIion.
II t1; or ials.
&11 ..terial.s sball aeet the re,uireaents of Division 9 of tbe
standard sPecifications.
sball. be proportioned to produce a concrete
co.pressin s~renqth of ... 6,000 ...
at the aqe of 28 days. 'the standard
..cept all specifically aodj.fied hv this
1. Portland caaent shall. be Type II.
2. Coarse aqqreqate abal.l be qr.a4inq 10. 5.
3. Pino aqqreqate shall be Cl.ass 1.
~. Ply ash (optioll&l) sblill .eet tbe requir.aentl!l of section
9- 23. 9 of the su mdard .pacifica t:ions.
proDort!oainqBatarl&ia'
Conere~~ for this class sball:
1. Contain III wator-reducinlJ adDJ..tura aeetinq AlSB'I'O II 19"
Type 1. D or P.
2. lie air-entrained, 5 percent! 1 1/2 percent.
3. Bawe a .a.iaaa slu.p of" iDcbe.. 6 incha. if a type P
water reducer i. 0..4.
JSPPBRSOI COnlY! RO&D
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'lbe Con~rac~or shall desiqn a aix ~ba~ aee~s the specified
s~renqtb require.ents in conforaance with a5TH C 94. sectiOD 5.3.
Alternative Ru.ber 2; SOC~iClIl 17. and Table 4. The desiqn
strenqth cri~8ria shal.l be ulti.ate strenq~b per paraqrapb 17.5.2.
A coefficient of variation of 20 percen~ shall be _saaed un1ess
~he supplier can 1ustify . lOller yalue. a aini.u. of 30 sets of
cYl.inder breaks. eacb .et fro. 8 different batch of~h. sa..
proposed .ix design. are Eequlred to establ.isb a coefficient of
varia~ion.
The aJ.l[ sball. be approved by the Bnqiae.r alld verified by
sub.ission of iaqrediente and testiag of speci.eas .ade froa the
aix prior ~o use of this class of concrete.
jccelltancl'
acceptance will be according to ASTU C 94 except as .odified
beloll:
Sec~ion 1'.2 is aodUied aa follows:
ODe strenqtb test ill a ~est of two cyl.inders and a test
shall be ran on eacb 50 cubic yards of concre~. or
fraction thereof.
Section 1e is .odified as follows:
The quantity cf saterial represented by a atreaqtb teat
sball be sub1ect to the followinq pay..nt a41ust..nt.
applied as a 4e4uc~ion troe the unit price:
Payaeat ad1ast..nt a 0.0005 (f'o-fct U.P.
f'c . desiGn streaqtb of concrete
fc · concrete strenGth at 28 daya as det.rained by
AS'll! C 94
U.P. · unit contract price per cubic yard .for the
class of concrete iDvol~ed~ Ibere the pro1ect
specifications deslqaau paYIJent for: super:8tructure on
a lu.p 8ua basis. tbe unit price of concroto sball be
taken as .300.00 per cubic yard.
If (f'c-tc) is le.. than 60 psi. the ..terial will be
accepted as beinq in rlIa80nably clo.e coufOr.i~y and
no pay ad1uIJtallnt aball apply. It the (f'c-fc) va1ue
is bet.een 60 and 500, the Bnqineor aay require
correction or be ..y accept the .aterial at a re6uced
price. xr. (f'c-fc) 18 Greeter tban 500. tbe Inqineer
.ay:
JIPr..SOJ COUIT! loaD
QunTS II'IR IRIDGI
94.034
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(1) Require co.p1ete re.oyal and rep1ace.ent vith
specification .aterial at no additional cost
to the state;
(2) ReqaiI:e correctiwe action to brinq the
.aterial in to reasonably close ccnforlllity a't
no addi'tional cost to the State or;
(3) Wbere the finis bed product is foand to be
reasonabl.e and acceptable for 'the intended
purpose. the Contractor .ay leave tbe gaterial
in place with an appropriate price ad1ust.ent
vbich .ay ranqe fro. no pay.ent to that wbich
vould have occurred had an ad 1ust.ent been
Bade where (f"e-fc) was e~ual to 500.
UI..U.iU:
All costs in connection with furnishimg saterials for and placinq
the cOncrete sba1l be included in the lUBP BUD contract prices for
*.* "Bxpansicn Joint Syste.- and -Superstructure OUeets Diver
Bridqe. Alternative &1- .*..
COICRBTE NIZES-XleOBPOBATIIG PLY ASH
(Octoller 7. 198~'
concrete sixes incorporating fly ash .ay be utilized for all classes
of concrete. unless otherviee noted in these 8~cial provisions. Mix
proportions IIi 1 1 be sub1ect to approval by the Bnqineer and sball be
in coaplianca witb the followinq conditions:
1. Ply ash Bay be usea to replace ap to 20 percent of portland
ceaent at the rate of 1 1/4 pounds fly ash for each pound of
portla.d ceaent replaced.
2. C..ent rep1ace.ent say be used sub1ect to confiraation and
approval of the pro~o.ed .ix by the Enqineer for concrete
Class B vben used in load bearinq portions of bridqes.
culverts and retaininq walla snd for all concrete Class A and
Class AX and other c1as..s of concrete specifiod in these
special ~rovisions which re.uire a aini.u. co.pressive
strenqtb of 4,000 poundS per square inCh. or greater, at 28
days, sub1eci: to the followinq sis desiqn require.ents:
(a) The Contractor shal.l design a .is that aeets the specified
strenqth reQuireseats in conforDance with AS'I'! C 94.
Section 5.3. Alternato Iuaber 2. Section 17 and Tabl.e 4.
The concrete strenqth criteria shall be per IS'I'" C 94
secticlI 17.5.2 asinq the siniaua coapl:8sllivfI strenqth of
concrete at 28 days as listed in section 6-02.3(2) of the
standard specification.. A coefficient of variation of 20
percent shall be assua.a unless the supplier can 1ustify a
lover value. I aini.us of 30 .ets of cylilld.r breaks.
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each set froll a different batch of the salle proposed .ix
desiqn. are required to .stabl.ish II coefficient of
Yllriation. A set of cylinder breaks shall consist of the
ayeraqeof tllO cy1iuders.
(b) The dx sball. be appro 1I8d by the Enqineer and ver ified by
subeission of inqredieDts and testinq of speci.ens eade
froll tbe .ix prior to uae in the pr01ect.
3.
(cl confirainq .ix tests Bhall be lIade with the proposed
prOduction aqqreqatos. type and source of portland c..ent
and fly asb. and slNIcific brands and propor1:ions of
adaixtures to be used in the pr01ect. The test aix ahal.l.
be air entrained if r.~uir.ad.
Ceaent rep1aceesnt .ay be used witbout further confir.ation
test1nQ of the prope.edeis for concrete Cl.ass C. Class D. and
Class DX and Concrete Class B for applications other than
tbose listed in Xtell 2.
In .akinq calcalations relative to ceB8nt factor or allouable
lIater content. the total. c...nUtious .at.rial. shall be
considored to be the .aiqht of portland ce.entpla. the .eiqht
of fly ash suhstituted.
5. All concrete of the sa.e class .ithin a strocture shal.l
contain the sa.e proportion of fly ash.
4.
As an alternative to the use of fly ash and ce.ent as ..pant.
co.ponents. a bl.ended bydraalic ce..nt .ay be a.ed. Coftcrete ..de
with blended hydraulic c...nt ehal.l ...t the require.ents listed
above. In addition. 1:beoriqin and percentaqe of fly ash sbal.l. be
certified on tbe ce.ent .ill test. ~he blended hydraulic ce..nt shall
coeply lIithlSTIl C-595-83 ~ype 1P(lS).
Ply ash sbal.l conform to the reqaire.ents of ISTIl C 618 Class r .ith a
further li.itation that the lOss of iqnition be a ...illa. of 1.5
percent.
All c08ts in connection .ith r.placinq portland ce.eat .ith fly ash a.
specifi.d shall be included in th. onlt cODtract price per cubic yard
in place for the .ariou8 cl....s of concr.te inyol.ed. If the
concrete is tobs p.id for ether than by class of cODcrste~ all coats
invol~d lIitb replacinq portland ce.oat with fly a.h as specified
sbal.l bs incluc!ec! in the unit contract prics for the appUcable itsll
or ite.e of 1I0rk.
JBPPBBSOI COOl!' 1010
OUBB~S 1I'lll all DOl
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Section 6-02.3(_) of the standard specifications is suppleaented by
the f01lovinq:
Bridqe is lcca~ea in an area of the Oly.pic
delivery of reacJy-.ixed concrete by norlllllly
eay bo difficult if tke conditions of section
aix tiaes and aqitation revolutions are to be
full. The Con~rac~or bas tbe option of the
rhe Queets River
Peninsula such that
acceptable aetbods
6-02.3(4) reqardinq
co.pliea .1th in
follollinq:
1. Utilizinq a portable (on-sJ.tel batch plant:
2. Dry ba~cbinq the aiz at tho concrete suppliers facilities
and adding .iz lIater at the site: or
3. usinq a concrete acJaixture to retard the initial set.
Whichever option is selectea. it shal.l be sub.itted to the
BDgineer for approval at l..ast two veets in advance of the first
anticip~ted concrete plac...nt tiae. 'lhe Contractor's subaittal.
shall be co. plate in a.tail.. includinq all inforaation necessary.
to facilitate a decision by the Hnqineer.
EXPUSIO. ot01J'l' S!,S'lB"
fRay 17., 1982~ '
The expansion 10int syst.a(s) shall be aa shoan aDd noted in tbe
plans.
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ander 10b conditions. tbe Contractor shall have avai1able. aurinq
installation of the expansion syatea. tbe services of a qualified.
full.-tiae field representative in the eaploy of the aanufacturer of
tba ezpansion syste. to be installea in this pro1ect. 8 ecoa.endations
.ade by the aanufacturer's repm_ntative. on or off the 10b site. and
approved by the Engineer shall be adherea ~o by the Contrac~or at his
ovn ezpense.
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The Contractor shall sub.it workinq drallinqs of the expansion ioint
syate.(s) propos. a for use in this pro1ect to the Enqineer for
approval. Subaittal of workinq drawings shall be l.n accordance with
provisions of s.ction 1-05.3 of ~h. standard specifications. Six sets
of drallinqs shall bo subaitted. unless otherwise re.uested by the
Engineer.
The workinq dr~winqs of the ezpansion 10int syste.. (s) sball Sb08
aetails of the .,stee(s). includinq .at.rials and die.nsions. aetbod
of installation. and a.tbod of ..alinq tbe Syst..(B) to prev.nt
leakaqe of vater throuqh the 101Dt.
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llfter the 10int syste.(s) is installed. the 10int area shall be
flooded with water and inspected. from below tbe 10int. for leakaqe.
If leakaq~ is observed. the 10int system shall. be ~epaired. at the
expense of the Contractor. as reco..ended by the .anuf~Il:,tu~er alld
approved by tbe Enqineer.
All aluainu. surfaces whicb will be ill contact with concrete sba~l be
coated with zinc cbro.ate or a biteainous paint as recoDsend~d by tbe
lIanufacturer.
All costs in connection with furnishiaq and installinq the ezpansion
10int systea(sl as shown and noted in the ~lans. in accordance with
tbe standard specifications and tbe.. special provisions shall be
included in ... tbe lUDp SUB contract prices for "Bxpansion Joint
svste." or "Bxpansion Joint System Pier~. ....
n!iJl!UBD SBlUR
.l!!!<~ober 21. 1985)
rhis work consists of applying piq..nted sealer to the concrete
surfaces desiqnated in the pl.ans in accordance vith the standard
specifications and these special provisions.
"lIIterials
The piq.ented sealer shall b. se.i-opaque colored toner containinq
only Bethyl .ethacrYlate-ethyl acrylate COpolYMer resins. tOllinq
piq.ents suspended in solution at all tises by a cheaicaI
suspellsioll aqent. IlDd solvent. Use on1y l.aainar silicates.
titanium dioxide and inorganic oxides for toning pigsellta. ~b.re
shall be no settlinq or color variation. Use of veqetable or
.arine olls. paraffin .aterials. atearates or organic pigsents in
any part of coatinq for.uletlon lIill not be p.reitted.
The color sball aatcb the color Chip Wasbinqton Gray which ie
available at the Baterial.. Lahoratory office in Tu.w.ter. II. I
special color eay be required to Batcb ad1acent work. Tbe
Contractor shal.l 8ub.it a color chip and a vet ..eple for
apJl>rovr.l.
The pigBsnted sealer shall be one of tbe folloulaq:
1. Canyon Tone stain aa samufactured hy United coatinq. Bast
19011 CataldO. Greenacru. 1& 99016. (509)926-7'43.
2. Icry Seal as aaDufactured by Coluabia Paint co.. I. 112
Baven. spokane. Wa 99201 (509) 535-24 21.
3. Confor.al staln ae aaDufactared by Cheaprobe corporatlon.
2637 latiomal Circle. GuIana. ~eKas 75041. (206) 762-
5755.
JBPPEBSOI COUIT! 8010
QQE!TS RIYBI allDGB
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,. Aa'l'one 150 Basonr, stain as .anufactured by A.erican
Technical ccatinqs. Inc.. P.O. Box 45307. seattle. IIA
981.5. (206) 762-3222.
5. Thoro Piqaentad Sealer as aanufactured by 'l'horo s,stea
Products. 7800 lorth.est 38th Street. BiaBi. Florida
33166. (305l 592-2081.
6. Killers piqaented Acr,lic Stain and sealer for Concrete
Surfaces. Product Bo. 179SA as aanufacturea by .11.18r
Paint Co.. 12730 I.ll. .lfhitater. Portland. OR 9723 O. (503)
255- 0190.
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All surfaces to be sealed shall beipre~4re~lIitb a liqht brush
sandblast in order that cc.pl.et:e lIQutr;-.lj'Ation of the surface and
subseqQGnt penetration of the piq.ented SGaler is achieved. Any
curinq aqents or fora release aqents shall be reaoved. The
surface shall be dry. cle.. and prepared in accordance with
.anufac~urer's written instractions. '!'he Contractor shall sub.it
four-copies of tbe .anufacturer's written instructions.
The piqaented sealer shall be applied in accordance with the
.anufactur.er's ~itten instructions for application. qualification
of applicator. rate of a pplica tiOD. and nusber of coats to apply.
Selll.er lShall I:e applied onl.y .ben tile air te.perature is a t or
above 50 deqrees Fahrenheit. It shall Dot be applied upon damp
surfaces. nor sball it be applied .hen the air is aisty. or
otberwise unsatisfactory for the work. in tbe opinion of the
aanufacturer or the Enqin.er.
por concrete surfaces sach as coluans. retaininq walls and
ahutaents. the piq.ented ..aler shall ellund t.o 1 fOot below
qround line.
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all costs for furnisilinq and appyinq the plqaentecl seuler as
specified shall be included in the unit contract price per cubic
yard for tbe various class.. of concrete involved. Xf the
concrete is to he paid for otber tban ty class of concreto. all
costs for furnishinq aDd applyinq the piq.entecl sealer as
specified shal.l he included in the unit contract price for the
applicahle itaa or ite.. of work.
PALSEWORK aiD POI"S
section 6-02.3 (17) of the standard speCifications is supple.ented as
follows:
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all wood for.s for the top slab of tba boa qirder shall be E.aowed
fro. cells wbicb have .co.... ..tal form. aay re.ain iD place.
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JEPPB8S0W coo.~r R01D
QUEB'I'S RIYB8 BR%DGB
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slab foras sball confor. to the ~quire.ents of section 6-
02.3(17IG of the standerd specifications as eodified and
supple.ented in the follovinq special prov~sions:
All wood fores for tbe roadwav deck sball. be reDoved. J1'ores
for exterior soff~ts and between box qirders sball be re.oved.
ea, be used for tbat pcrt~on of the
concrete box qirders. per.anent
shall confora to the foll.ov~Dq
Per.anent .etal fares
concrete slab inside the
.etal foras. if used.
requirements:
Setal shall be 18 qaqe eini.ua thickness. zinc coated.
steel sheet confore~nq to ISTS I ,Q6. Grades A t!arouqh E.
with a coatinQ class of G 165 in accordance v~th AS'I'1l A
525. All accessories sball be of structural ~ual.~~, steel
lIith a Z~DC coating of 2.0 ounces per s~uare foot.
J1'or.s shall be desiqned by the eontractor to support the
plastic concrete. ..tal for.s. reiaforciDq steel. and a
construction live load of 60 pounds per square foot.
Defl.ectioll shall not exceed 1/180 of the span. Caber
shall not exceed the anticipated deflectioa. The vorking
unit stress shall ~ot e~eed 0.725 of the spec~fi.d vield
strenqtb of the aaterial furnished.
Por.s shall be of a type vhich lI~ll. all.ov plac~nq the deck
slab to full plan deptla abo.. tbe upper.ost ~arts of the
for.. BottOD trans.ersa reinforcinq st.el of the deck
slab sbmll be at least 1 iDcb clear of the .etal for.s at
all points. por.s or supports sbal1 not be velded to
qirder flanqes.
The deck slab sbal.l be placed continuouslY' b~veen tbe
transverse constraction 10ints shown in tbe ,plans. If.
because cf an e.erqency. a transverse 10int is allowed by
the Enqineer. it shall occur at the bottoa of a flute and
1/_ incb weep holes ahall be field drill.ed at 12 inch
centers alonq the line of the 1oillt.
Any zinc coatiDg on ezposea for. .eta1 daaaq.d duriDCJ
construction shall be repaired in accordance vith section
9-09.2 of tbe standard specifications. por.ula A-9-73.
Should the Bnqineer aeter.ine tbat inspection of the
underside of the haraenea slab is warranted. tbe
COD tractor shall reaove at least one section of aetal fora
in each span at DO extra cost to tha S~ate. If e.eesei..
boneyco.b or other defects arl fonna. tbe Contractor
shall. if requirld by the BDqiDler. r..ove additional for.
s.ctions at bis OWD expense and shall r..i.e his concrete
JEPPBBSOI COUlfY ROAD
QUESTS 'XYRR BRIDGE
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placinq aetbods as required to prod uce sound concrete.
All unacceptable concrete shall be re.oved or repaired as
directed by the EnqineeJ:.
Tbe Contractor shall subait vorking drallinqs to the
Enqineer for aPFroval of per.anent .etal forBs. co.plete
lIith layout. details, and a description of aaterials in
accordance lIith tbe standard specifications.
10 direct payaent vil.l be .ade for per.anent aetal form.
aDd the cost thereof shall be included in tbe luap sua
contract price for "Boadway Deck-.
No payaant will. be aade for additional concrete required
because of the use of per.anent foras.
The s10pinq bottoa slab of tbe ezterior cel.ls of the concrete
ba.aerbead in Alternative A1 shall be foraed on both top and
bottom faces prier to placinq concnte. Teaporary openinqs in the
top for.s shall be provided forplace.ent of concrete.
PROTECTION or REllrOBCIHG S'I'BEL
Reinforce.ant wbich extends froe the ends of the qirders shall be
protected at all. tiaes froa da.age. When concrete is placed around
tbis steel. it shall be fne fro. dirt. loose mill scale and rust
scale. paint. oil. or otber foreiqn substances. If otber than
inorqanic zinc silicate paint is used. it shall be thorouqbly re.oved
1ust prior to pourinq concrete around the ends of the girder. If
galvanizing repair paint for.ula A-9-73 or inorqanic zinc silicate
paint is used. it need not bo reaoved. The inorqanic zinc silicate
paint shall. be a solvent systea of the self cure type. Water-borne
inorqanic zinc silicat.e systeas shall not be per.itted. Tbe painting
svstea sball be selected fro. the current list of approved inorganic
zinc silicate coatings KIL-P-23236 '1ype 1. Class 3.
llll costs for paintinq tbe reinforceaent lIill be incidental to and
included in the lu.p sua contract price for .Superstructure Queets
River Bridqe. & 1 terM ti we 11..
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~~%:II:ELl~-l~Ta!SSED COBCRETE
!!Q%llber. 2. Jj~
The second sentence of tbe seCond paraqrapb of section 6-02.3(26) of
the standard specifications is deleted and replaced by the following:
Construction loads and other live loads shall not be allowed on
tbe superstructure nor shall. the falsellork supporting tbe
superstructure be released until the 10b cured 2 inch qrout cubes
reach a ainiaua coapre.aLve .trenqth of 800 psi nor until other
conditions of the specifications haye ~en .at.
.
JEFPBRSON COOMTr RO&D
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GIB DEB ER ECTJ:OII
After tbe precast qirders have been
aliqned as sbown in tbe contract plans in
shall be te.porarily braced from 1ust
east-in-place concre~e diap!araqes in tha~
cured as per tbe standard specifications.
Tbe Contractor sball sub.it to ~he Bn9ineer his precast qirder
~rectioD sche.e and tespora~y bracinq for Davie. and approval. prior to
con struction.
placed on the fa1sGwork and
any particular span, they
after erection until al.l ~he
span have been poured and
LATERAL RESTBA1:IIBB S'fSTEII
This work shall consist oZ furnishinq and install.inq tbo lateral
restrainer s,ste. and the qirder stop assesbli.s for the Queets Bi..r
Bridqe, Alternative A1. as apecified in the plans. the standard
specifications, and these special proviaions.
Tbe systes shall cCllsist: of ASTIl &36 plates. anqles. h1.qh strenqth
headed studs. AS~ft A706 weldable reinforcinq bars. all hot dip
qalvsnized to ASTII A123 and 1153. and uaaw (Ultra H1qh "ol.ecular
veiqhtl polyethylene. and &151: &304 stainless steel. cap scre.s. 1ST.
1615 steel reinforcinq bars that .eet the ch..ical and ..chanica1
require.ents of lSTII A706 will be acce~table. Before the ASTII 1615
steel reinforcinq bars are acce~ed. the Contractor shall sub.it
certified .ill test reports for verfication.
The UH"K polyethylene she.ts shall have the followin9 properties:
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Specific Gravity 0.911 CJJI8/c.c. In accordance with
I S'1'8 D 792
Ultimate Tensile strenqth 6800 psi Xn accordance with
1ST. D638
Rockwell Hardness 'B' 64 In accordance sUb
15'1'" 0785
Sbore Hardness 'D' 67 In accordanc... slLth
&5'1'1I D2240
Coofficilllnt ot rriction 0.2-0. :I In accordance witb
&5T11 01894
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The ..bedde<< A36 steel plat.. ana anvles with beaded stads and bars
attacbed and other attach.ents sball be deli.ered to the site all
prefabricated as epecified in the plaDs. All .etal sarfac.. aball be
sandblasted in accordance with tbe latest .d~,tioD of SSI'C
spacification for Co..ercial Blast CleaDinq (Sspe-SP6). .esove weld
splatter and other deleterioua surface conta.inaDt. prior to pickl1.nq
JBrr!DSOM COO'~Y 1010
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and hot dip qa1vanizinq. A constractioD ..ldinq sGqmeace to .iniaize
welding distortion shall be smb.ittea to the Engineer for approyal.
The cost of fU~Dishinq saterial. labo~, and equipaent shall be
included in tbe lu.p SU. contract price for .Supe~structure Queets
River Bridqe. Alte~Dative A1-.
CAsr-IS-PLACE JOXSTS/DIAPHIAGIIS
&11 surfaces at joiDts between p~ca.t gird.rs and h....rboads and
precast girders and precast girders shal.l he sandblasted ~nd coated
lIith an epoxy resin prior to pouring concrete Class AXJ. The .ini.us
thickness of tbe Gpo., resin .ball te 10 .ils aDd sball be tack, to
the touch 1ust prio~ to pourinq the fresb coac~te.
llll costs in connection with furDishinq and installinq these ite..
shall be incidental to and incladed iD the lusp su. contract price for
"sllpers~tuc1:ure Qaeets River Bri4qtt. llt:eroati-. 11".
STaOCTOBAL STBEL
The contractor sball furnisb .aterial for, fabricate and erect all
structural ..1.' steel specified in tba plaDs in accordance with the
f oll.ollingspeci ficatioDs:
IlAtm:J..I.1.
'l'ha staDdard specifications are sapple..nted lIitb tb. follolliuq:
1. lIaia load-Carrying Tensile ..e.ters
lateria1 fcr .e.bers designated in the plans as beinq aain
load-carrying -teasile ...bers sba1l .eet the loaqitudinal
Charpy V-notch reguire.ents specified in rABLB 1, below.
Sa.plinq and testinq shall be aade in accordance uitb
AASHTO specification , 243.
If the yield str.nqtb of .ateria1 designated to .eet
1ASftTO specification II 222 or . 223 exceeds 65 ksi. the
te.perature for the Charp, v-notch yal.ue for acceptability
shall be reduced b, 15 degrees P. for each iDcr..ent of 10
ksi or fractioD thereof above 65 ksi. The yield struqth
shall be tbe value qi.en in the certified .ill test
roport.
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AASHTO Tbickness Absorbed Test rrequenc,
specifica tion t En!9rqy 'le.perature of
-1luJ..!In~ 1I 11. . (Pt.-LB.. _ lDacr.l".. TestinG
II 18) tS4 15 40 Beat
!I 223 tS2 15 40 Beat
II 222 tS2 15 110 Beat
1!I 222 2<tS4 20 40 Beat
II 211/f tS2 1/2 25 0 Piece
" 244 2 1/2<1:$4 35 0 Piece
Bach Charpy Y-notcb test speci.e. sball be coded witb
respect to BPec~.en nu.ber. Codinq shall. provi~e tbe
capability of identifyinq both portions of the speci..ns
after testinq. The codes shal.l be recorded on the
cert ified aill test rflport vitb tbe correspondi. q Charpy
Y-notch test resul.t.
The broken sp~ci..ns for eaeb test (three speci.ens. six
halves). with the Bill teat report. shall be pack.qed aDd
sbipped to the Washinqton State Depart.ent: of
Transportation. Baterials Laboratory. P.O. Bos 167.
Ol,.pia. VA. 985011.
2. Katerial Traceabilit.y
The Contractor shall. present in writinq aad .aintc1D a
.etbod of .aterial traceability that is vi.ible at least
throuqb the fit-up operation of the .ain l.oad-carryinq
tensile .e.bers. With the traceability sethod. the
Enqineor Dust be able to verify the .aterial application
a8 it relates to the fOllowinq:
a. .aterial specifica tion c!e.iqnation.
b. Heat ~u.b.r.
c. "aterial test reports for special re~uire..nt. where
required.
The eontractor sball indicate the heat nu.ber. for the
steel used to fabricate .ain load-carryiaq teneile .e.bers
on the shop drawinq..
3.
Bdqe Pinishinq
&11 rolle4. sheered en4
line and free of rouqb
entrant cuts sh.ll have a
alonq expos.d edq.. ehall
inch radiue.
fla...cut e4qes aball be true to
cornere and pro1ectloa8. 'e-
3/" inch radius fillet. cornera
be roundod to at le..t a 1/16
JEPPZBSOI COOI'lY ROAD
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a. Bclled and S~eared Edges
lolled and sheared edqes of flanqe cosponents
desiqnated in ~he plans aa belnq aain load-carryinq
tensil.e ...bers shall. bave a surface xouqhness no
qrea~er thaD 250 eicro inches as defined bV the AISI
specifications. other rolled and s~eared edges shall
b.ve a surface rouqblloss no qreater than 1000 aicro
inches.
Sbeared edqe8 of eaterial sore tban 5/8 incb in
t~ickness sha11 he planed tack at least 1/8 inch.
b. rl.a.e-Cut Bdqes
Fla.e-cut edqes of fl.ange c08ponents desi~Dated in the
pl.ans as heinq .ain load-carrvinq tensile .eehers
shall ha ve a surface rouqbness no qreater than 250
eicro inches as defined hy tbe 1851 Specifications.
Otber fl.aa.-cut edqes shall have a surface rouqhness
no qreater thaD 1000 .icro inches.
pla.e-cuttinq of .aterial for .ain load-carryinq
tensile .e.bers .ball be controlled to prevent
excessive bar4ening of the edqes. 'l'he Contractor
shall use preheating. postb..tinq or control. of the
burninq process as reco.sended hy the steel
aanufacturer and a pproftld by the Bnqineer to control
hardeninq. Tbo Contractor sball test the fla.. cat
edqes aDd aeet tbe requixe.ants as outlined in
lppendix A 'l'e.tinq Bocklfell Hardness of P laae Cut
Edqes. which is attached and eade a part of the
contract doca.ents.
II. 'abrication
a. 'lates for the fabricntion of aain load-carryinq
tensile aeabeul shall be blast cleaned to sSPC-Sp6.
Co.aercial Blast Cleaninq prior to fabrication of the
...bers.
5.
b. plates for aain load-carrying tensile .e.bers and aain
load-carryinq tensile .e.ber splices shall ba
fabricatod fro. plate .~ock so that tbe prianry
directioD of rolling of the plate stock is oriented
parallel to the lonqitudinal axis of the aeabor.
lIeldability
If the Contractor elects to us. AASHTO
steel. he shall ptov14e the Inqineer
woldahility prior to fabrication.
K 222 Grade D or I
lf1th a proof of
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Bolted COGDectioBG
The eighth and ~enth paraqrepbs of section 6-03.3(28) aDd the
entire text of section 9-06.23 of the staadard .p.ci~icatlong are
del.ted and repl.ac.d with the tollowinq:
1.
Dolts, Nuts & Mashers
All bo1ted cOlin cct iOlls
bolts. nuts. a~d ~~=d8ned
of lASHTO Specificatioll a
shall be '.ade with Type S.2SS
va.bers .eetinq the require.ents
164.
2. Bel ted Parts
Bolted parts shall ~it .olidly t098tber when a....bl.d aDd
shall Dot be separated by lIambers, qastets or any o'ther
aaterial. Vbell assesbl.ed. a1.1 10int surfaces. includinq
tbose ad1acent to the bolt heads. nuts aDd wa.hers. .ball
be free of oil. paiDt. lacquer or other coatinqs. scale,
burrs, dirt or oth.r ~or.iqn .aterial that wcul.d pre.oDt
solid seatinq of parts.
Bolt Installation
Each bolt shall be tiqhtened to
the 10int are tiqht. st least
aeasure.eDt .ethcd) .pecified
164.
3.
prowLde, whea all bolts ia
tbe proof load (leDqtb
in lASIft'O Speci~icatioD II
Bolts shall be tiqht8ned u.iaq one of the aethod.
d.scribed ia It... 3&. or 3b., below. If r.qui~ed,
because of bolt enterinq aDd .reDch operatioa cl.~r.aces,
ti9bteninq b, the selected .ethod aa, be dODe by turninq
the belt while tbe nut i. prevented fro. rotatiDq. I.pact
IIreaches, if used, shall ha.e tbe adequate capacit, and a
sufficient air supply to perform the required tiqhteninq
of each bolt in approsi..tely tea .econd..
a. ~urD-Of-.ut ~iqhteniDq
If the turn-ot-nut eetbod i. used to provide the
specified bolt teasioD, there Iball first be enouqh
bolts brouqbt to a .nuq tiqht con4itioa to easure that
the part. of the 1010t are brouqht iato full contact
lIith eacb otber (Snaq tiqbt i. d.fiae4 a. the
tiqbtae.s attained by a few iapacts of aD iepact
wrench or the full .ffor~ of a .aD u.iaq aa ordiaacy
spud wrench.). 'cllowiDq ~bi. initial operation,
bolts shall be plac.d 1a aDY re.ainlDq hole. in tbe
coanectioD and broaqbt to 8Duq t!qhta.... All bolts
in tbe 10lDt .hall tbeD be tiqlat.ae4 a44it101l411y by
tbe applicable aaount of Dut rotatioD .pecifi.4 ia
~ABLB 2. below. with tiq~tenlnq proq~e.ainq
sy.te.aticelly fro. tb. .o.t riqi4 part of tho 10iDt
to it. free e4qe.. Darinq tbi. operation tlaere .ball
be DO rotatioD of the part Dot tu~n.4 by ~be wr.nch.
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'ut Rotation. Pro. Snug Tiqht Condit~on
Dispcs~tion of outer Paces of Bolted Parts
Bolt Lenqth
(as aeasured
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extrelle end of
point)
Botb faces
nor.al to bolt
azis
ODe face nor_l
to bolt eds and
other face sl.oped
not sore thaD
1:20 (bevel.
lIasher not asedl
Botb faces sloped
not sore than
1:20 fro. DorYl
to bolt azUl
(bevel Ira sher
not used)
l~4DZ 1/3 turn
4D<1~8D 1/2 tUrD
8D<lS12D3 2/3 turn
2/3 turD
5/6 turD
1/2 turn
2/3 turn
5.16 turn
1 turn
But rotatioD is releti.. to the bolt reqardless of the elesent
(nut or bol.t) heiJlq turned. .or ,holts1Dstal.led by 1/2 turD and leas.
the t01erance sbould be plue or .1Da8 30 degrees. por bolts 1nstall.ed
by 2.13 tUrD and Dare, tbe tolerance Should be plus or sinus liS
deqrees.
Z D = Dosinal bolt diameter of bolt be1Dq tiqbtened.
3 When the bolt l.eDqth exceeds 12 D. the required rotation sust be
deterained hy actual tests in a suitable tensioD device sisulatinq tho
actual conditions.
b. Load-Indicating-Fastener Tighteninq
The load-indica tinq-fa stener sethod is persitted
prOYided it can be deeonstrat.d by an accurate direct-
aeasureaent procedure tbat the bolts bave beeD
tiqhteDed to the specified aiDisus tens!l.. strenqth.
~iqhteniDq shall be by .ethods and proc.dures
recosseDded by the IIaDufacturer and approwed hy the
BnqiDe8r.
Ii. Bolt Reuse
Except for qalvanized bolts. bolt. aa, be reused, hut Dot
.ore thaD onc.. if appro..d hy tbe Enqineer. Il.tight_incr
prewlously tightened bolts lIbich .ay bave beeD l.00..D84 by
the tighteDiDq of ad1aceDt bolts shall Dot be considered
a. reuse.
Galvanized bolts sball Dot be ~u..d.
JBPPBRSO' COON'I'f ROAD
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5. 8ashe~ Place.ent
All bolts shall have a hardened washer under ~he e1e.en~
(nut cr bolt head) turned in ~iqh~ninq except ~hat bol~s
iusta1l.ed by the ~urn-of-nut sethod .ay have tbe vasher
o.itted.
6. Inspection of Bolt Tiqhtening
a. The Contractor sha11 install aDd ~iqhten all. bol~s.
The Enqineer will obs.rve the installation and
tiqhteninq of bolts to de~r.ine that ~he sel.ected
~iqhteninq .ethod is p~op.rly used and that al.1 bolts
have been tiqhtellled in accordance with Ite. 3a. or
3b.. above.
b. The follollinq inllpect:!on procedure sha1l. be used
unless a .ore extensive procedure is specified hy the
Enqineer:
(1) Tbe contractor. in the pres.nce of ~he Enqillleer.
sha1l. illl.pec~ the bolts usinq a torque wrenCh.
(2) Three bolts of the sallie qrade. size (l.enqth .aY be
anY leaqth representative of halts used in the
structure) and condition as those under inspection
shall be placea individuallY in a calibratioD
device capable of indicatinq holt tension. This
oporation shall be done at l..mt once each 1I0rkinq
day.
Tber~ .ball be a lIash&r ulllder the part turD.d in
tiqhteninq each bolt if lIashers are used on the
struc~ure. If vasbers are not used on the
structure. the IIllterial. abuttinq the part turD.d
sh.ll be of the sa.e specification as th.t used on
the structur..
(3) Each bolt specified in Ite. 6. b. (2). above. shall
b. ~iqhtelll.d iD th. calibratioa device by any
convenieat .eans to an initial condition equal to
15 percent of the tension spacified illl the It..
3.. above, and then to 100 percent of the siniDu.
tension specified in Ite. 3.. above. The
illspectinq IIreucb sh.ll i:hen be appl.ied to the
tiqbte.od bolt aad the torq.. Decessary to tara
the nut or head five deqre.s (approzi..tely 1 inch
at a 12-iucb r.dias) in tbe tiqbteninq directioD
shall be deter.iaed. Tbe averaqe torque ....ur.d
in tbo tests of tbe tbz:w. bolt. shall be t.ken as
tbe 10b inllpecting tor..._ to be lIsed in the ..nD.r
specified in I te. 6. b. ("I . belovo
J!prBRSOJ cou''I'r ROID
QUBBrS ax'l. alIDGE
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(II) Bol.ts. represented by the saaple prescribed in
I~e. 6.b.(2). aba.3. which ha.e boen tiqhtened ~n
the structure, shall te inspected by ~pplYinq, in
the tiqh~eninq direction, the inspecting vrencb
and its 1Gb inspectuq torque to ten percent of
the bolts. but not less thaD two bolts. selected
at randOB in each cOJlllection. If no nut or bolt
bead is turned by this application of tbe 10b
inspecting torque. the connection 5hal.l be
accepted as properl.y tiqhten5d. Xf any nut or
bolt head is turned by the application of the 10b
inspectinq tor~ue. this torque shall be applied to
all bolts in the connectiou. and all bolts whose
nut or head is turned by the 10b inspecting torque
shall be tiqhtened and reinspected, or
alternatively. the contractOr .ay retiqhten all of
the bol.ts in tbe connection and then resob.it the
ccnD8ction for the specified inspection.
8elded-CouBect:ions
weldinq sbal.l co..ence only after shOp plans. as deScribed in
section 6-03.3(8) of the standard specificatigns. have been
subuitted and approved. Sections 6-03.3(114) and 6-03.3 (1I41A of
the utandard spacifica~ioD. are deleted and replaced by the
follovinq:
1. Weldinq Specifications
leldinq and repair veldinq shall be done in accordance
with the AlIS Stractural 8eldinq Code D1.1-80 and the Third
Edition dated 1981 of ~he AASBYO Standard specifications
por Wel4inq Of structaral steel Siqhvay Bridqes. The
listed specifications .hal.l apply in total. eKcept for the
foll.owing it...:
J"
a. Electrcqas and electroslaq veldinq tecbniques are not
peraitted.
b. Electrodes for sbiel.ded .etal-arc weldinq shall be of
the low-hYdrogen cl.assific.tion.
.... .'.',.-.
c. Plu. for Bubaerqed-arc woldinq sball be dried in ovens
at 550 deqr... P for at le..t two boars aDd stored i.
oven. held at 250 deqree. P or .ore. Pl.ux not used
withi~ toar hours 6~t~ ~e.oval fro. a dryinq or
stor",qe o.en .ball be ~./lried before UIIe.
d. lIold'Lnq is Dot per.itted vhen t:be a.bient t:e. perature
is below 20 deqreell P.
e. lini.a. preheat and interp... te.peratares shall be in
accordance with the following:
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QUEE'I'S II'EI .IIDGI
94W034
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Thickness (t) of Thickest part Teeperature
at point. of We~.. Un.) . tOeg.P.)
tS3/4 100
3/4<t~1 1.12 150
1 1/2<tS2 1/2 200
t:>2 1.12 250
f. All web and flange p1atesr bearing stiffeners. bearinq
plates and heavy sections that will be restrained ~hen
vElded. as detereined by the Bnqineer. shall be
preheated to at least 250 deqrees P.
q. .Web to web and flange to flanqe qroovo wrads, bavinq
been re1ected on the basis of Itee 2., below. eay be
repaired a eaxima. Of two times. Xf a tkird failure
occurs, the e.8Iaers sbal.l be trim.ed a .ininu. of 1/2
inch lIith tbe approval of the Enqineer or repl.aced at
the Contractor'. ezpense before re.eldinq.
Weldinq Inspection
111 velds shal.l be inspected by certified weldinq
inspectors using the sethods described in Item. 2.a.
tbrougb 2.e., belovo Xnspection tecbniques and person.el
qualification shall be iD aCCordance with the 1.S
Structural welding Code D1.1-80 and the Third Bdition
dated 1981 of the IUSTO standard Specifications Por
weldinq of structural steel Highway Bridqes.
a. Visual xnspection
Al.l welds shall be 100 percent visually inspected.
b. Radioqraphic Xuspaction
Tension qroove velds. iDcl.udinq the tension area of
lIebs (for a .iaieue distancm from the tension flanqe
of 15 inches or 1.13 of the web depth. whichever is
greater) desiqaated in tb8 plans, shall be 100 percent
inspected usinq radioqrapbic testinq techniques.
c. "aqnetic particle Inspection
Pillet 118lds, for exeaple. flanqe to veb connections.
side plate to cover plate cODnections (boxed .eebers).
ead aDd inter.ediate diaphragms. eiscellaDoous
veldeents and qroo'e ..llls for lonqitudinal web to ..b
splices shall. b. inspectea usinq magnetic particle
tasting technique..
J B'PIlaSO. COU''!! R01D
QUBI'!S II.IR BRXDGB
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(1) Planqe ~o web Connections
Plange to veb connection fillet velds shall be 30
percent inspected (10 percent at eacb elld and 10
percent at: rando.lenqths aloDq t:he re.ainder of
the 8eq.ent) after quality control bas been
establisbed. A qirder seqaent is defined as the
saallest division in a liDe of girders lIith
respect to girder discontinuity and field splices.
The suaaation of thE leDqths of all girder
seqaents within a line of qirders SQS~ equal the
total length of that lia.a of qirders.
Quality control shal.l. be established on the
initial qir4er seg.ent of the first line of
girders inspected. Testing shall proceed
continuousl.y alonq the first welds to be tested
(10 pe~.nt of the girder seq.ent ~ni.u.) until
.uality control 'has been established to a level of
acceptability as deterained by the Engineer.
(2) side plate to eover plate ConnectioDs
Side plate to co.ar plate conDection fillet velds
sball he 100 percent inspected.
(3) Bnd and Inter.ediate pier Diaphrllql1s
Pillet velds on end and interaediate pier
diapbragB8 sball be 100 percent inspected.
(II)
Lonqi tuilinal
Lonqitudinal
be inspected
above.
Vet to Wet Spl.ices
aeb to web splico qroove velds shal.l
in accordance lIitb Ite. 2. c. (1) ,
(5) stiffiner. and Connec~ion Plates
StiffGner and connection plate fillet velds sball
be 30 percent inspocted (10 percent at eacb end
and 10 percent: at random along the reaainder of
the fillet veld).
(6) !iscll.aneous Weldaents
pillet velds in .iscellaneous veldaents such as
bridge bearing asse.blies. etc., shall be 100
percent inspec ted.
d. Ultrasonic Inspection
Groove velds. for o..pl.. transverse flange and veb
spl.ices. end and inter.ealate pier diaphraq.s and
.iscel1aneous .elda.nts shall be ins~ected usinq
ultrasonic test:lnq techniques.
JBPPBRSO. CODITY BoaD
QUBErS RI'za BIIDGB
8410311
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(1) Transverse plange aDd Web splices
Transverse flanqe and web splice qroove ve1ds
sball be 100 percen~ inspected.
(2) End and In~er.ediate pier Diapbraqas
Groove welds on eDd and int.r.ediate pier
diapbraq.s shall be 100 percent inspected.
(3) 8iscellaneous Weldneats
Groove v.lds in .iSC8l.laneou~ lIeld.en~s such as
bridqe bearinq asse.tlies. e~c. shall be 100
percnet iDspec~ed.
e.
Dye P~n8~rQnt Inzpwct~on
Groo". veld tor.illations at
percent inspected usinq dye
particle testinq ~.chniq.es.
plate edg.s shall be 100
penetrant or aaqnetic
FabricatioD
Sections 6-03.3 (16). 6-03. 3( 16) .I. 6-03. 3(16t B. 6-03.3 (16) C. 6-
03.3(16)D. 6-03.3(16)1,6-03.3(16)." 6-03.3(17)" 6-03.3(191 of the
standard specifications are d.leted and replac.d lIith the
follollinq:
1. Holes for Bolted COnaec~ions
a. Sbop R.quire.ants
(1) BoU 1I018s - Shop and .ield Bol.ted CODnections
.Ill hol.... whether for shop or fi.ld boltea
connec~ioDs. shall be punched or drilled to ful.l
size. or subpunched (Bubdrilled) and subsequently
reaa.a to full. llize. I full siad bole is definea
as one wbich is 1/16 inch larqer than ~he no.inal
di.Deter of the bol~ to be used.
(a) Katerial torainq parts of a .e.her co.po..d of
no~ aore than fi". thickness.s of .e~al .ay ba
punched to full size whenever ~he tbickne.s of
in4iv1dual ,:artll i. not qreater tban 3/4 inch
for s~ruct.ral carbon nteel. 5/8 inch foe
strac~.ral lov alloy steel or 112 incb for
B~ructural hiqb strenqth steel unless
subpuachinq (subdrillinq) and subsequ.nt
r.a.inq i. r.qDir.d by It.. 1.a. (2) (a), bolo..
(b) Uh.n ~here are aore tban five thicknoll.es of
a.terial co.posinq a a..bar or wben any
individual part is thicker tban 3/_ incb for
s~ractural carbon steel. 5/8 in cb for
JBPPBRSOI COUITI BOlD
QUB~S RIYBI BIIOGB
B4W034
106
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structural. ~ow alloy steel or 1/2 inch for
structura~ hiqh 2!trenqtb steel. the hol.as
shall be either subdrilled and subsequently
rea.ed to full size or drilled to full. size.
(2) Bolt Boles - Pield Bol.ted Connections
(al l!Iain 1I..bars
Bol.es for the field connections of continuous
bea.s, bents. towers (eacb facel, plate and
box qirders and riqid fraaes. and for the eain
.eebers of trusses and arches shall be
subpunched (subdrilled and subsequGntly rea.ad
to full size or ar~ll.ed to full size if
required by to xt.. 1.a.(1) (b), above) and
subsequently reaeed to full size wbil.e
ass.. bl.ed.
(h) Secondary le.bers
80l.es for the field connections of al.l
secondary ..ahera (crossfraaes, laterals,
diagonals and other bracinq .e.bersl shall be
.aae ill accordance .~th It.. 1.a.(1) (a) or
1. a. (1) (b) ,allOve.
(C) Ploorbea. and Strinqer Ends
Boles for floor beae and strinqor end
connections shall be sub punched and
sUbnquently rea.ed to full size usinq a
te.plate or subpunched and sUbsequentl, rea..d
to full size wbile asse.bled. Teeplates sball
he as spec.:l.n.ed in Ite. ',. h. (4), below.
b. Shop Procedures
( 1)
Punched 1I01.e.
'l'be diaeeter of the die shall not exceed the
diae.t~r of the punch ty .ore than 1/16 inch. If
any holes .ust be enlarqed to adeit bolts, they
shall be rea.ed. Boles .ust be clean cut without
torn or raqqed ed9.s. Poor .atchinq of bol.s is
cause tor re1ectioD.
(2) Drilled (I.. ..d) Bole.
Drill.d (rea.ed) boles shall be cyUndrical aDd
perP4DDdicUlar to the ..ber. lIe.ber. requirillo
drill.ed (rea.ed) bol.. shall be a....bl.d and
securel, held toq.ther while the heles are beiDG
fabricated and shall be .atch .arked before beillq
disass..bled.
J EPPBBSOI COUlft'f 1010
QUBRTS 8IYIR BIIDGB
84"03~
107
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Vbere practicatle, drills or reaaers sball be
directed by aechanical .eans. Drillinq or reaaiDq
shall be done with twist drills.
Burrs on outside surfaces shall be r.aoved. zf
req~ired by the Bngineer. asseabled parts shall be
taken apart for the reaoval of burrs.
poor .atchinq cf hol..s is cause for re1ection.
(3) Subsized Boles
When sub pllnchillq or sabdrillil\lf is required. the
holos shal.l first be puncbed or drilled 3~16 inch
SMaller tban full size and then :aased to full
size.
(II) Te.plates
Teaplates shall be fabricated froa steel and sball
bave hardened lItl8el buabiDqlJ iD holes located in
accordance with the re~uired qeosetry. Teaplate
thickness shall be substantial 8Gouqh to eli.inate
te.plate buckl.inq and cODsequent .isaliqn.ent
durinq hole fabrication. but not le.s than 1/2
inch. Busbinq. shall be 10D9 8nougb to accurately
guide the drill bits durinq bole fabrication. but
not leas tban 1 inch.
'l'eaplate boles &ball be locatad fro. tbe center
line. of the connections as inscribed OD the
tellPlates. orb. center liu.. shal,l be usod in
accuratel.y locatinq tbe teaplat.. froa the ailled
or scribed eDds of tbe ae.bers. ore.plates used
for reaainq aatcbinq ..abers or tbe opposite face.
of a sinqle ..aber .ball be exact duplicates.
Before dri1liDq (re.ainq) is bequD. the teaple tes
shall be accuratal, located as to position and
angle and firaly bolted in place. ore.plat.. usea
for reasinq connections on lit. .e.bers aball b.
so accurat.ly located that the resulting
fabrlcatea aeabers are esact duplicates and
require 110 I18tcbaarkinq.
(51 lu..rically Controll.a (I/CI Drl11inlf
por any cODnection d..iqDated in Ite..s 1.a. (2) (a).
1.a.(2) (b) or 1.a.c:ZlCc). abov., the CO.tractor
.hell ba.e tb. option to drill hol.. to full slz.
in unaseo.bled cODDcctioaa. iD~lDdiD~ t~eplat..
for use with .atchiaq sabaized aad r....a holes.
by aeaDS of suitable I/C drilling e.uip.ent i.
lieu of subpuacbi.g or sub4rill111q and subs..Wlnt
J!~P..SO. COO.!~ RoaD
QUBITS IIYII 88lDGI
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reaainq to full size or dri.ll.inq to ful.l size
while asse.bl.ed. 90l.os drilled usinq SIC dril1inq
equip.ent sba11 be drill.ed to appropriate size
either tbrouqh indiYidual pieces or any
coabinlltion of pieces held tiqhtl.y toqether.
Zf II/e dril.linq equipaent i.s used, the Enqineer.
unless otherwise stated in tile special provisions
or in the pl.ans. aay requre the eontrllc1:or. by
.eans of cbeck ass..blies. to deaonstrate that his
drillinq FroceduDa consistently produces boles and
connections .eeting the require.ents of Iteas
1.c.(2) and 2.. below.
If required by the Engineer. the contractor shall
sub.it for a pl'royal a detailed outline (froa
initial /1rillinq through the check of tbe shop
asse.bly) cf the procedure that he proposes to
tolloll in accooplishing the 1I0rk. The outline
shall iDClude reference to specific .e.bers of tbe
struc1:ure that are proposed for HIC drillinq. tbe
sizes of the boles. tbe locations of co..on
indexes and other reference points. tbe
co.position of check assemblies and all other
pertinent infor.ation. Drillinq shall not beqin
until tbe Contractor receives written approval.
fro. the Inqin.er.
c. Accuracy of Boles
.'
(1) Punched, Subpunched and subdrilled Holes
90les punched ful.l size. sUbpuncbed or subdrilled
sball be so accurately .ade that after asse.blinq
(before any reaainq is done) a cylindrical. pin 1/8
incb s.aller in dia.eter than the no.inal size of
tbe holes aay ~e enterEd perpendicular to the face
of tbe _lIber. lIithout driftinq. in at least 75
percent of the holes in each plane of each
connection. If this requireeent is Dot fulfilled.
the faulty pieces will be re1ected. It any hole
will not pass a pin 3/16 inch s.aller in dia.eter
.than the DOllinal size of the bole, it will be
re1ected.
(2) Drilled (Bea.ed) Boles
When bole. are drilled (rea.edl to full size. 85
percent of the boles in any connection sball.
after reasinq cr drillinq. show no offset qreater
tban 1/32 incb between adiacent thickness.s of
aetal. If this require..nt is not fulfi11ed. the
faulty pieces will be xei.ctad.
JBFFERSON coulrr ROID
QUBE'I'S RlflR BRIDGE
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2. Sbop Issesbly
a. BcltGd Subasseabl.ies
Subassesbl.ies such as crossfraees. strinqers. 1ateral
systess etc. with b01ted connections sball be
cospletely assesbl..d and sade ready for erection
before shippinq. The ass.olies shal.l be free fro.
twists. bends and other defor.ations.
Just bGtfore final shop bolUnq. contact surfaces.
including those ad1acent to the bol.t head.. nuts and
lIashers. Shall be cleaned by .andblasting.
sandblasting sballbe done in accordance with Ites
2.d. (21. belovo
b. lIethod of Sho~ lsseoly
Sbop asseahly shall proce.d in accordance with on. of
the asse.bly tech1l1qll9s ll18wd in It.ss 2. b. (1)
tbrouc::h 2. b. (5). below. 'lhe assesbly technique shall
b. coapatible lIith the slltbod of er.ction to be used
by the Contrllctoz:. 'l'he as...b1, teclanique and the
..thod of erection shall te suhDitted to the Engineer
fer approval.
Bolted conllection. .hall be drift pinn.d to pre.ent
lateral Dovesent and ..carelv bolted to drall parts
into contact. At least 25 percent of the holes shall
be bolted (the E nqilleer .., requre all .any a. 50
perc~nt). Gird.r sections sball. be properly .et to
ca.ber and alignsent and the ends of co.pre..ion
...ber. .hall be in full be.ring.
~he driftinq done duEinq .....bling shall be only .uch
a. to brillg the part. into po.ition and not .ufficieD~
to .nlarge the bole. or distort the .etal.
por the purpo.e of shop a....blr. the follOllinq
definition. shall apply:
Truss: A tru.s is con.id.red to be one-half of a
superstructure and con8i8t. of a top and bottom
chord aad all ...ber. connectinq the top and
botto. chord.. ne.ber. connecting tru.... .uch a.
floor bea... lateral .yste.. .tc. ar. not
includ.d.
Girder Cros.-Sectlon3 I qirder cro.....ction for
a Plate girder aaperstructllr. consist. of one top
flang.. one ..b a.d ODS bOtt08 flange, inclUding
all .tiff.ner. etc. a..ociat.d with the.. flang..
and lIeb.. A qi.t4er cro..-_ction for a box qird.r
JBPrBISOI COUIfY IOID
QUIlTS 11'8R BRIDGE
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superstructure consists of all top flanges. all
webs and one bottOD flanlJe assoc~at.d uitb one
iloxed-i= sect.ion. includinq tbe crossfraaes,
l.aterals. stif~eners etc. enco.passed within these
flaDqes and wab..
Shop section: A shop section consists of a qirder
cross-sectionrunninq fulllenqth between points
of discoDtj,nu~ty (includinq field splices but Dot
welded shop splices) within the lenqth of a
superstructure.
Panel: ~pa nel. conllisti3 of a lenqth of truss
runninq full.lenqth between points IIbere vertical,
diaqonal and other bracinq .esbers are connected
to the chords.
Cbord Lenqth: A chordl.enqth consists of a lenqth
of cbord rUDninq 1ull lenqth between points of
discontinuity (includinCJ field spl.ices but not
welded shop .pl.~ces) within tbe lenqth of a
soperstEucture.
(1) Pull 1'ras8 or Girder Asse.bl,
Pall truss or girder ass..bly consists of
ass.sblinq each truss orqirder cross-section full
lenqth of a superstructure at one tise.
(2) proqressiye ~russ or Girder Asse.bly
Proqresaive truss or qirller asse.bly consists of
assesblinlJ each truss or qirdeI: cross-section.
full lenqtb of the superstructure. in stages.
orhe initial staqe shall be as follolls:
(a) Truss
The initial staqe shal.l consist or at least
three adiacent panels but not less than the
nu.her or panels associated with three
alliacent cbordlonqths, and not less than 150
feet for stEactures lonqer than 150 feet.
(h) Girder Cro..-Slction
Tha initial staqe shall consist of at least
three adiacent shOp s.ctions. and not less
than 150 faet for structures lonqer than 150
feet.
After the initial steqeis co.plet.d. sub...u.nt
staq.s sball be a....bled IIIbich consist of not
less than two panels or sbop sections of the
J!PI'BRSON coulfr JOAD
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previous sta",e, repo.itioDed if ..ce..ary And
adequatel.y PiDDlld to assu.re accarate aliqn.ent,
p1us one or sore panels Cor as san, paDeLs as are
associated with a chordlenqth) or shop sections
added at the adw&JlciD9 end. :In the case of
structures lonqertlaaD 150f.et. .ach staq. .ball
be not ~.ss thaa 150 fe~ long reqardl...s of tbe
lenqtb of individgal contiauous pan.ls or sbop
sectioDs.
Sequence of assellbl., aay start .fro. eny 10clN.1on
in the structllro and proc..d in o lie or both
directions .0 lODq.S the precedinq require.ents
aresatis fied.
AsseBbliG_ consistinq of .les. than thr_ panels or
shop sectioDs shall require approval of the
.EDClin.er.
(3) FullCbordlss..b1,
Full Chord ls..lIbl, consi.ts of a....blinq, with
qeoDetric angl.s at tile 1o:1nts. the fall leDClth of,
.ach chord of .ach truss and theD reaaing tbe
field CODD8cticn hole. lIbi1. th. ...b.rs are
assembled. ~h. ..b ...bor conn.ctions .~all bo
rea..d to te.pJ.ates..t at qeo..tric (not
cae bored) aDqular relation to the chord lin...
rield conD8CtioD hole. iD lIeb ...b.r. sllall. be
rea..dto teepl.ates.
At least on. elld of each ..b .....r shall b.
.illed or scribed nor..al to tb~ 10aq1tudinal 8Kis
of the ..sber. ~h. t:e.p1atG. at both _ds of each
...b.r .hall b. accurat.l, locat.d froa on. of the
.illed .lId. or ,Redbed liBes.
(4) proqressiv. Cbordl....bly
Proqr.l!Isive chord a....b~y consi.ts of .....blinq
ad1acent cbord lengtbs in tbe sann.r .p.cified for
Pull Cbord l....bl' (It:e. 2.b. (3). above) and .itla
the a....bly t.chniqu. .p.cifi.d for .roqr.sa1v.
~russ or Gird.r '...bly (:It.. 2. b. (2). abov...
(5) sp.cial co.pl.te structure l....bl'
SF-cial co.pl.t. .truc~Qr. .....hly con.i.~s of
.....blinq tbe entis. .truc~qr. (all structural
st..l PortioDS - .up.rstructur. and .ub.tructure),
iDCludiDq all .eeo.aary .ollbor., at ODe ti.e.
JEr'BRSOI COU.~, 101D
OUUTS RIYEI BIUGI!
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c. Cbect of Shop Asse.bly
Each asse.bly and stage of ass.ably of the asse~1y
technique pz:oposedb, the Contractor and approved by
the Enqineer. shall te cbecked for alignaent. accuracy
of bol.es. fit of 1I1ll.ed joints etc. and shall be
approved by 1:be llngineerJ:efore dril1inq (rea aing) is
ce..anced or. if B/C dril.liag has been used. before
1:he asseably or stage of asseably is d~sa.stl.ed.
If an asseab17 or staCJe of asseaDl Y .is not approved by
1:be Bnqineer. deficiencies shall. be correc1:ed and the
asseably or stage of asse.bly shall be resubaitted for
approval by 1:be Bngineer.,
Before dril.limq (reaaingl is co..enced or. if B/C
drilling has been llsed.before the asseably or staqe
of asseably is disBantled. approval aQst be given to
1:be Contrac1:or in writing by the llnqineer.
d. Surface Preparation
(1) Painted S1:ruc1:ar:e
111 steel surfaces shall. be painted witb the paint
system as outlined in these special pro~i8ions
under the beading '~t,.,I;Ic:.a~."~i01"~,joclut..
(2) Unpainted Structure
1 fter fabrica tion and hefore shippisq. all
structural steel. except contac't: surfaces of sbop
bolted connections. sball be cleaned by
sandblasillq. COD1:llct surfaces of sbop bolted
connections shall have been previously
sandblasted.
Sandbl.asting sball be done in accordance lIitb 1:be
SSPC SpeCifications for Dear-'white hlast c1eaninq
(SSl'C-SP 10). Tbe use of acids for the reaoval of
scala and stains is not peraitted.
Brection
1. pield Bolted connections
Just before final bcl't:inq. contact surfaces. including
those ad1acent to the bolt heads. nuts and washers. shall
be cleaned b, sandblastinq. sandblasting shall be done in
accordance witb the tbe SSPC Specifications for coa.ercial
blast cleaning (SSPC-SP 6).
JEPpelSOI COUITJ IOlD
QueSTS RIYBI BRIDGB
04"034
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2. Surface Condition
Durinq erection of the structure, care shall be ~aken to
keep steel surfaces clean and free fro. dirt, concrete.
Ilortar. oil, paint. qrease or other foreiern saterial tha~
vill ~roduce staiainq. Surfaces that beco.. s~ained shall
be cleaned as foll.olls:
a. Unpainted Steel. Surfaces
Unpainted steel surfaces shall be cl.eaned by
sandblasting. Zf aurfaces v!sibl.e to the public
beco.e staiDed. they shall be sandblasted to such
extend, as deterained by the Bnqineer, that the
unifor. weatheriaq aesthetics of the structure are
preserved.
b.
Sand blast cl.eaninq shall be done in accordance with
the subsection entitled Pabrication, I~es 2.d. (2), by
the contractor and at tbe Contractor's expense.
Painted steel Surfaces
Painted steel aurfaces shall
.etbods as required by the
.etbod shall be approved
cleaninq shall be done ty
Ccntractor's expense.
be cleaned by appropriate
type of staiDincr. 'l'he
by the Baqine.r. 11.1
tbe Contrac~or at the
OllDntitielll
The approxisate quantitJ olf ..terial in this it.s Of work is:
structural. SS3SS steel SSG" LB.
J "
This quantity is listed only for the conveniQnce of the Contractor
in deter.ininq the volu.. of wort inyol.ed and ia not quaraDteed
to be accurate. 'l'he ~rospecti.. bidders shall .erify this
quantity before sub.ittiaq a bid. 10 ad1usteents otber than for
approved chanqes lIill be ..de in the luap su. contract price for
this it.. of vork. even thouqb the actual quantity re,uired IIllY
ae.iate fro. tbat listed.
o
pa nent
Par.ent vill be aade
-Structural '.5.. Steel-
for all saterial, labor.
the vort specified.
at the lu." SUII contract price for
whicb price sbal.l. he full coepensation
tools and equip..nt necessary to co."lete
.
ROUUI DllCII
l!Qvesber 2. 19811
This ite. of 1I0rk sball inClude all reiDforced concrete portions of
~he .tructure sUp~ort.d on the ~.. steel qirders .... iacludinq the
bridqe drains, ... concrete Class ax and steel reia!orcinq bar. in the
roadlla, deck and traffic barrier ....
.' .
.
JEPPllaSOI COUBTI BoaD
QUBI~S 11.111 81IDGI
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The roadway deck aDd safety curbs or traffic r.iliaq cOD~ain
approxi.atel.y ~he follollinq quan~i~ies of ..t.rials:
Concr.~. Class AI ...................ft..................1.147 c.y.
S~el .eiaforciDq Bar ................................158.160 ~bs.
BpOzy Coated steel. ReinforcinlJ Bars ..................236.130 lbs.
Tbe quantities are listed for the convenience of tbe Con~rac~or in
determ.ninq ~be volu.e of wort involved anI! are not quaran~_d to be
aCCl1rate. ~he ~osJ:ective biddexs shall verify tbe.e quantities
before subaittinq a bid. 10 ad1us~.8Dt. otber than for appro.ed
chanqes will be .ade in the lll.p sus contract price for -Ioadwa, Deck-
even though the actual quan~i~ies required eay devia~. fro. those
l.i:sted.
Pay~en~ wil.l. be aade a~ the luap sa. contract price for -Ioadway Deck-
IIhich price will. be full cospUna.tioD for all .a~erlals. labor.
equipaen~ and too~s necessary to co.plete al.1 portions of the
strue~ur. covered by this ite. in accordance witb the at~acbed plans.
the standard specification. aDd the.. spalcial provisions.
gl'B.TIP.ELE..~ZO.'
.1.!!!2.mUG' 2. .n.I.U.
The piliDg $.. for tbe Queets
Alternatiye A2 ... shall. be driven
'!levlltion:
liver Bridge. Iltern.~iwe 11 and
to at le.st ~he fallowing tip
pier
pier
Pier
pier
1
3
/I -
5 -
Elevation
Elevation
Elevation
Elevation
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6.5
6.0
10.0
10.
10.
10.
80.
PUSIISBIIG .ID.D8Z'Z8G S'I'E!L ~ES~ PJLES
. (80ve.ber ' 2. 1981)
The contractor shall furnish asd driv. steel t.at piles il the
followilllJ l.oc.tioDs. or as designated by t.be Enq1Deer:
pier 10"5 1. 3. '. and 5
The steel. test piles shall be drivon in the locations of per..llent
piles aDd the nu.ber of peraallen~ steel piLes required for t~ie
pr01ect has been c.4uce4 b, ... four ....
S'l'BBL PZLIIG
All .teal piliaq sball ba B.12 z 7' conforeinq ~o aSf. Ue.i~a.tiol 1
36 and shall be drive. to a alal.uD beari.q capacity of 100 to...
section 6-05 of tbe stan4ard specifications is supple..nted with t~.
follodllq:
JBPPB8S01 COOD'l'! 10.D
QO!B'I'S BXVES ..ZDG!
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Stael B-piles sball be driven with diesel. stea.. or air hae..rs
havinq a rated enerqv of not less than 35.000 foot-pouads.
'!'be reinforced tip for the t.en pil.es and peraanent steel piles
sball be fabricated fro. cast.inq ASTD A27. Grade 65/35. Xt. shall
be as indicated :l.D the plans. The re:l.nforced tip shall be wealded
to the eD-d of 1:be H-pile as ina:l.cated in 1:he plans.
pay.ent for furnishinq pil.e tip reinforceaent shal~ be :l.ncidental t.o
and illcl.uded in tbe un:l.t contact. price per each for "Drivinq steel
Pile-.
PILE DIXYDlG
predrillinq as specified in sect.ioD 6-05 of the st.andard
specifications eay be required for' t.he st.eel piles t.o obtain the
sini.ua t.ip el.e.atiolls as specified in theae speciml. provisions. The
uplift capacity of the ste.l piles a31 be obtainad by fillinq t.he hole
(or boles) with concrete class D 1ust prior to dri.inq the pile ( or
piles) to its co. pression capacity. If the Contractor elects t.o fill.
the predrilled boles for the piles v.Lth concret.e. this concrete MaY
have to be t.r_ied if dewat.erinq of the e.ca.ation ha. not been
accoeplished at this tiDe. Xf t.he Contractor el.ects t.o predrill to
obtain the .ini.a. tip ele.ati.oDs. it does not relie.e tlae coat.ractor
fro. obtaininq the .ini.es co.pression of 100 tons for all piers on
piles and an uplift caFacity of '0 t.ons at Piers 1 and 5 and 15 tons
a t Piers 3 and ,,_
If the Contractor predrill. for the piliDq installat.ioD. he shall
perform sucb tes1:E as approved by t.he BnqiD8er to de.onstrate that tbe
piles have the load bearinCl'.Iuplift capacities as specified herein.
All costs in.o~v.d with t.he work specified. including teSt.ing. sball
be incidental to aDd included in the unit contract price per each for
"Drivinq Steel .ile-.
PBO'!'EC'!'I1G PUBLIC AID PBX'ITI ..0.11'1'1
Tbe several pro.i..ions of t.he standard specifications portaininq to
safequardinq the bridqe and protect.inq pUblic and private v,roperty on
or belolf the bridqe shall apply in al.l resll8ct.s.
III costa
public and
incidental
pr01ect.
in connection .1tb protection of the bri.dge .nd protectinq
private pro~rt, all .PPl:o..d b, the Inqill.er. shall be
to ana inclade4 in t.he ite.s of watk iDvolyed in the
JEPPBBSOI COO,'!'! 10lD
QUES'!'S IIYII BIIOGI
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Onless otherllise directea Ill' the B1l91.er, the Contractor shall
furllish allll install Grate Il, as shon on Standard 'lan &-IIb. on all
qrate inlet.s to be conlltracg4 on thj.1I pro1ect.,
ilO~DSIDE SEBDZIG
Vhere shown in the ~lana or where desivaagd by t.he Bngineer, the
Con trac tor shall perL or!! roadside lIeedj.n9 ope ra t1 ons.
5e:tion 8-01.3(4)& of t~e stamdard IIpecl1ieation. is seppIeaented by
the followin9:
~-
Grass
shall
II reas
seed. of the followinq eoapoait1oa. proportion, and quality
be applied at the rate o~ ... 80 ... poands per acre on' all
r...irin9 roadside .e.dlD9 .j.thl~ ~he pr~ject.;
Kiad a.d 'ari.ty of
S..a.ia-Rirtsre-
Colonial ..nt,rass
(Riqhland or Astorie)
, Ill'
~-
1lt
lIiniallll ,
..ro seea-
9.8
Binialle I
Germa.ticD-
85
Bell '..CII.
flO
30
21
39.2
29."
19.6
90
90
90
pereDnial Ry.
Ihite Datch Cloyer
( fre-iaoeulated)
w.ed S..el
:lnert aDd other Crop
0.5 aalE.
1.5 .alE.
'fOUL
100.001
SectioD 8-01.3 (II) B of the at.andard. specificadons ls sllppl.a.ntod
b, the followinq:
.irst'&DD1:l.c.t.ion.of-'Gr'~'
The Contractor shall appl, lafrieLoat: qaantitl.a of fertilizer
to SUPPLy the followiaq aao..t. of aatriellts:
'rotal litroqen .. I - ..... 135 ... pcanet. per: acre.
lyailable 'hosphorie lc14 a. .205 - ... 60 ... poaD4. per
acre.
JBP.IISOI CODIT! lOAD
QUII'1'S ar.'11 ..:lDGE
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Soluble Potash as K20 - ... 60 ... pouDds per acre.
The fertilizer foraulatioD ana applicatioD rate shall be
approyea by the EDqiDeer before use.
second &DDlicatioB-of'er:tillzer
A second application oL fer:t:ilizer shall be apPlied by the
Contractor darinq the peried of lIarch 1 to lprll 15 of the
year followinq the first fertilizer ~pplication.
The Contractor shall apply 811fficient qaaDt1ties of fertilizer
to suppl, the followinq a.ounts of nutrients:
Total .itr:OqeD as D - ... 135 ... pouuds per acre.
Ayailable Phosphoric Acid as E205 - ... 60 ... pOllnds per
acre.
soluble Potash as K20
... 60 ... pOlluds per acre.
... .inet,-fiye ... POund. of nitroqeD applied per acre shall
be aeriyed fro. IIreafor. or areaforaaldehYde. The r...inder
aay be aeri yed froa allY souree.
The fertillzer foraulatioD aad application rate shall be
approyed b, the Bnqin.er before use.
Section 8-01.3(5) of the standara specifications ls sapple.eat.a
by the followiaq:
.l1lll.l<h
... Wood cellulo.. fiber ... aalch shall be applied at a rate
of ... 2000 ... pound. per acre.
PLEIIBLB GUIDS POSTS
11l0r:ch 25. 19851
Where shown ln the plan. or where de.iqnated by the Bllqin.er, the
contractor ahall install qu14. posta in aecordaace with the contract
docaaents. Ya a4ditioa to the.. r:.,uir...ats. all posts .ust be
installed accor:dlaq to the aanafaetarer:'. reco.aended aethod of
installat.ioa to the aaullfact:urer's reco.a.Dded barlal depth but not
less thaa 18 lDchell.
Th. flfth paraqraph of ..ctioD 9-17.1(') ie deleted.
All quid. posts .hall be a alaiaua of 72 iaches ia leaqth, ho.eyer the
final lenqth. shall be d.ter:a1eed or ..rifLed by the BDqia..r at tha
reque.t of tbe Coatractor.
The color: of the post .hall be white or bro.u as .pecified b, tbe
Enqineer.
JE"BISOI COOl'1'! 1010
008B'1'5 81'.1 BIIDGI
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Reflectiye sheetinq shall be one of the follovlnq pre-approyed
prod ucts:
1. 38 3810 Flexible High xntoD8ity
2. BefleJ:1te PC 1000
3. Dura-Brite
All flezibl. guide J:osts used on this pr01ect shall be one of the
f ollolli n q:
1. Carsonlte 8anllfactared .b, Carsonite Xntl.. Carson City.
Beyada. CR!l-375 carsonite Boedaarker ultb 18 inch .etal
anchor.
2. Carson - Banufacturea b, Carson Ranufacturing Co.. Sausalito.
California. Plext.ron J: Beaa nth 18 inch .etal anchor.
3. Safe-Hit sanufactared by Safe-Rit Corporation. ftaYllara.
Cllllfornia. SH2..AF Flattened Guiae post with 18 lnch flanqe
channel anchor. sa ;z.*GF::I PIa ttened Guide Post IIith 18 inch
reusable anchor.
.. A tllo-diqit nuaber. IIhicb is the lenqth above the anchor in
inches required to ~et the field conaitions.
All flezlble qllide posts shall haye a per.anent .ark ldentlfyinq the
aanufacturer's recoaaended burial depth.
FleJ:1ble gulde posts. other than t.hose listed above. IIill not be
accepted for use on this pr01ect.
Keasureaent and payaent for furnishing and installinq the quide posts.
as speclfled. shall be in accordaDce IIith ~ections 8-10.4 and 8-10.5
of the standard specifications.
HAND PL1CBD AND S!AV! LOOSE RIPR1P
Section 8-15 of the staDaard specifications is asended to proYide that
all cost and oxpense lncurred In excavation for toe valls. foundations
or trench.s for the placa..nt of the riprap in reasonably close
conforsity IIith the lines, grades and cross sections shovn in the
plans or as staked b, the Enqineor. and for loadinq. placinq or
othorlllso alsposlnq of the saterial as shown ln the ~lans or as
directed by the Enqin8er. 8hall be incidental to the ualt contr:act
prices per c~bic ,ard for "Rand Placed Riprap" and por tcn for "Heav,
Loose Rlprap" .
In accordance 1I1th the special proviSion subtitled CorDBof Bnqi~'
~er.it for construction, Itea 0., the Contractor shall place all he..,
10088 riprap by Jul, 20. 1987. In the e.ent the contr:actor has not
coapleted the he..y loose riprap pl.c.a.nt b, July 20. 1987. it sball
JEP.BRSON COUIT' ROAD
QuelTS BIYI. IIIDG!
8411034
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be the responslbi1ity of ~he Contractor to obtaln aD .E~eDaioD of t~.e
fro. the Corps of Enqineers.
TE!PORARY SIGlIIG
Thls vork shall consis~ of furaishln9. installinq, and salntaininq
teeporary siqninq in aCcordaDce with ~h. attached plans, section &-21
of the stan~ard speclficaticns. and ~hes. specla1 proYieloDD. at ~he
locations shown in the plans or where desiqnate~ by the Enqineer.
Sic;rn-Reaova1.
A~ such tie. that the tesporar:y siqninq is no longer required or
deesed necessary bY the Bnqine.r. the Contractor shall resoye the
te.porary siqninq lnstalled on this contract.. &11 eaterials
re.oved will becoa. the proper~y of the Contractor ana shllll be
reaoved frOB the pr01ect.
~n.llel9catioll
All eEis~inq signs on the eEistinv OU8e~B Rlver Road.ay shall be
relocated on the tesporery detour as shown on tbe plana or vhere
directed by the Enqineer.
Pm yseat
The luap sua contract price for ~eeporar:, SiqaiD~ Shall be fall
coapensation for farniehinq &11 labor. tools. eqaipaent. and
aateriaIs necessary to install. aaintaiD, aDd reao.. tesporary
siqninq and lIarrieade. as specified.
PBBIIAIBI'l' SZGIIIS
U.!IIl.lleaoyall
Prior to reaovinq detour
roadway to traffic, tbe
per.anent signs installed
plan. or as approyed by the
si9ns and before openinq the peraaent
contractor shall have appropriate
a lid' operational all indicated in the
Bnqineer.
The Contractor shall resove all detour siqna. sLqns r..oyed shall
resain the p~oP8rty of the COllnty. Tbe Contractor aball deliyer
tbe signs resov8a to a locatiOn in the pro1ect Yicinity desiqnated
by the Bnqineer.
Pavllentl
'rhe lu.p 1I0a contract price for: ...r....nt S!qainfD shall be fall
cospensation for for:ni.binq all labor. tools. equip.ent. and
saterial. necessary to install and ..tntain peraaneDt .,iqninq and
r.aoyal aad stoclcpiliDq of ellisUnq SiqDillq.
~I III BAB.leADI
llRr:il 19. 1982'
The Contractor .h:ll foreisb. plaea, ..intaill. re.ave, a.a re.et 'rype
LII barricade. where directed b, the Inqine.r and in accordllDce wj.t.b
JlrrBISOI COOaTY 1010
QUIIl'l'S aIYIlI IRIDGI
811.0311
120
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the 1I1ans. these speclal provis~ons and the "&Dual on Onifora Traffic
control Devices.
details
IIlJTCD .
in t.he
llhere
The barricades shall be constracted in accordance lIith the
sboun in the Bashinqton state Sign pabricat.ion Banua1 and the
The fraae aat.erials and barricade 1ength shalI be as sholln
plans. sand ba9s sha11 be proYided t.o stabillze the barricades
indicated.
The unlt contract pr:ice per each tor "Type III Barricade" shall be
filII coapensa1:ion for all .aterlals. equipaent. t001s. ana J.abor
required for the ccnstruction. hand1inv. installat.ion. sandbagqinq.
reaoyal, and reset.ting of Type III tarricades.
II.PPJlIIDIJ:
The lPPEBDIl for ~ESTIBG ROCKsBLL RABDHESS OF PLASE CUT EDGES are aade
a part of this contract. This appendiX shall be used by the
contractor In association .ith the xeqllireaents as speCified in t.he
special prori.s1on STBOcrUBAL S'fEEL.
ttAUBILiLAll~'
.L5l.JU1L.A.....:12!.5l -
The State of Vasblngt.on Standara PIa.. for Road. Bridge and Kunicipal
construction t.rallssitted under publications ~ansait.t.al 110. 80-34.
dat.ed Itay 30. 1980, and as redsed under publlcat.ions Transalttal 1I0s.
81-17 and 82-34. dated Karch 31, 1981 and June. 1982. respectiwe1y,
transaittal BO. 82-58 dated Dece.ber, 1982. transalt.ta1 110. 83-80
datea october. 1983. transaittal BO. 83-88 dated Hoveaber. 1983,
transaittal 10. 84-015 dated June. 1984, and transBlttalHo. 65-005
dated Sarch. 1985 is aade a part of this contract. .ID case of
discrepancies. plans shall govern oyer standard plans and staodard
plans shall be consiaered the sa_ as planll as set forth in section 1-
04.2 of the standard specifications.
~hfil contractor is advised that the following standard plan is not.
_U.. and is deleted frOB the staDdard plans for this pr01ect:
..14a
coupling Banas for corruqated lIetal Pipe
otker standard plans are r.wlaed as follows:
A::1
The staDdard plan provides that. flared emd sectioDB for 12 1nch
tbrouqb 24 inch diaaeter plpe v1th annular corruqations are to be
attached to the pipe vlth a threaded rod and connector luq. As an
alternate for flarea end IIOCt::I.cnB of steol the attachaent Day be
Daae with a 1 inch lIide strap of 12 gaq. galYaD1ze~ steel fastened
lIith a 1/2 inch diaaeter qalYaDi~d bolt 6 inch.. in lenqth
furnlshed 1I1th ODe square-head nut. The lenqth of the strap ahall
per.it sufficient bolt. takeup to proYide a tiqht connection. All
JBrPEDSOI COOIT! BOlD
QOEBTS DIYBB BRIDGE
84V0311
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eaterial necessary for: the connec~lon of the flared end section to
the corruqa~ed pipe shall be sapp~ied by ~be aanufactarer of the
flared end sec~loo.
B-1/J,
In 11eu of tbe cou~linq bends show on ~he standard plan, ~he
contractor eay furnish and install flanqe cOllplinq i1ands
conforainq vith details sbown in the plans and taesa
speciflcatlons. Helical pipe with reforaed and flanqea ends to
receiye the flange couplinq bands will be accepted.
Flanqe coaplioq bands small be of qa1.yaniaa steel stoct
conforaing to ~ISHTO Designation a-218 ana shall be of two piece
deslqn. Porllipe of 0.109 inch thickDesS or less, couplinq bands
shall be 0.079 lnch ~hick and noainally 0.15 iDCh vlde. Por pille
of 0.138 inch thickness or 8001. couplinq bands shall ,be 0.109
lnch thick and noainall, 1.00 inch wide. ~he cOllplinq band shall
have 2 inch x 2 inch z 3/16 inCh anqles aecurOl, fas~.ned to the
band ends to allow for proper ~iqhteniaq. Two 1/2 iDCh diaseter
:arriaqe bolts shall be farnishea wi~h each band. These bolts
shall confora ~o ASTII &3076 Grade A.
The Contractor aay furnisb f,pe D coapling bands for steel pipe
fastened .i~h ei~ber a 2 iach z 2 inCh x 3/16 iDch anqle as shOWn
on the. standar:d plan or 2 inch z 2-1/4 lnch x 0.109 inch baDd
anqlo as detciled in the plans. The 2 inch z ~-1/4 inch z 0.109
inch band.anqle shall be foraed fro. steel haY.Lnq 33.000 psi ,ield
strenqth and aa, be furnished on all steel pipe .1oth aDnular ends.,
AS an alternllte to Type D, two piece couplinq band. the Contractor
aa, farnish one piece Type D ba~ for steel pipe with 2/J inch
dlaaetor or less.
~
The detal1 labeled ".il lira_her" i. reYised to -Snow Load aail
vasher-. The detail labeled ".o_~ 801~ Washer" is reyisea to
-Snow Load Post Washer".
BOT! 1 is reyised to read:
II hell
snow
post.
z 3-
_14e
called for in the spoci,..l proYisions. a .." z II- x
load post wasber aha11 be used OD the backside of
(in lieu of tho 1 3/4-,~ po.~ bolt washerl. aDd a 1
':I: .164. snow lo.d rail ,.sher sball be used on the
of Type 1 and Type 2 tel'l. quaril raU.
'1.111"
tbe
3/4"
face
,::.a.
All ref.rences to -37-6'" .arallola- are revised to read -37"-'"
ParabOl.-. ,
JBP'.ISOB couwrr BOlD
QUIlTS 1%.11 ..ZDGI
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122
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iii~ TI.B 4. "TIPICAL GD1.~B&XL
"TIPZC1L I BBA~ GOlRD RilL SBC!ZOJ".
SBC'1'ZO'"
18 re"ised to read
~.
'1'lle detail labeled "Breakallay Calll. Terainal (Be'll" is re"ised by
cbanqinq the reference ~o Bail lla..rs ,to read: Snoll Load Bail
Basaers (see .".ot. 6).,
The follollinq is added to the 20YBS follollinv .ote 5:
6.
When the
lias her are
the sno.1I
throuqh 8.
snoll load Fost lIasher and the snoll load rail
cll.1.leafor in the contract Special prOll'illlion8,
load rail _Siler sust be oaitted on posts .2
,\
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.Sheet 2 of 2, lote II is red..ed tcread"por tersinal section
details see ,St4.P1an C-l".
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'rhe POST BL!fA'rIOB ctet:aU reference to "StaDdard Plall C-2a" is
reYlsed to "stanaard 'lan C-1".
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The ,BAB LIS'!' reference to "i1e4ian Barrier" i8 re1l'ised,to read
"Concrete Barri.r....
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The first .Gnunce onder ~ Is re"isedtoraad:
Por detaU. on "ire cope. connectinq ,pin, and :'teratnu aJlit
see standacdPlan C-8 for Concrete Barrier'fype 2.
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The note under the "POSS DBTAIL" isreyisea to ,read:
Typical for ao1ti-post 4". 6" installations and all 6". 6"
throuCJh 8". ,~" iDatallations. Roles aDd notch are not
required for any II". 4" insta11ations,orfor any lIIinq1e pOst
4". ,6" installation.
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Se. Standard PlanJ-1..
J BPFBISOII COUIT! ROAD
QUIlTS RI'BR BBXDGI
8411 034
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roll. see J-3a" and .5_ st'd Plan J-6b for Sicrnal lIountinq
Details" are deleted.
The follov1nq are Stanaard plan auabers and their date of last
rel'ision applicable at the tiae this pr01ect lias ad~rti_d:
A-1 . 9/28/811 C-6 . . . 1/21185 B-Sb. . . 1/17/83
&-2 . 3121/83 C-6 . . . 1/21/85 B- 5c. . . 7/17/81
&-2 . 9/29/84 C..,6a. . . 1/21/85 B-6 . 7/17/81
C-6b. . . 1/21/85 B-7 . 1/04/80
B-1 3/29/82 C-6c. 1121/811 B-7a. ~ . 11/28/83
B-1a. 3/20/81 C-7 . 1/21/85 H-8 . 11/26/79
B-1 b. 2122/82 C-8. .. . .1/21/85 8-9. 2/2 2/8 2
B-1e. 3/20181 C-8a. 1/21/85 1f-10. 10/26/84
B-2 . 9119/83 C-8b. . . 1/21/85 B-11. 9/19/83
8-2a. 12/12/83 C-8c. . . 1/21/85
8-2b. 3/191811 1-1 . . . 11/26/79
8-3 . , 2122/82 n-2d. . . 2/13/81 1-1a. . .11126/79
8-11 . 1/25180 D-2e. 2/13/81 1-2 . 2/04/82
8-4a. 1/25180 0-2f. . . 2/13/81
B-Ilb. 9/07/BIl D-29. . . 2/13/81 J-1 . 2/13/81
B-lIc. 9/07/84 !)-o3 . . . 1/25180 J-1a. . . 2/13/81
, B-Ilf. 9/19183 0-11 . . . 5/23/83 J-1b. 10/3 1/75
B-'q. 9/19/83 0-5 . . . 8/211/79 J- 1e. / I
8-lIb. '/12/811 0-5.. 12121/811 J-1e. 5/10/82
B-5 . 11/26/79 11-6 . . . 10/19/79 J-t!. 7/17181
II-Sa. 11/26/79 D-6a. . . 10/19/79 J-3,. . . 11/07/75
B-6 . 11/26/79 0-6 t. . . 10/19/79 J-3b. 11/07/75
B-6a. . . 11/26/19 11-1 . . . 1/011/80 J-.le. 2/011/82
8-6b. 11/26/79 D-7.. 1/04/80 oJ-Sa. 7/17/81
8-7 . 3/19/811 11-8 11011/80 oJ- 6c. 2/22/82
8-7a. 3/29/82 oJ-6f. 2/22/82
B-8 . . . 12/19/75 1-1 1104/80 J-6q. 2/22/82
8- 8a. 3/29/82 Z-2 9/19/80 .J-6h. 2/22/82
B-9 . 2/22/82 11-3 11126/79 J-1.. 2/22/82
B-10. 1/25/80 JI-4 ,. . . 9/19/80 J-1c. 2/22/8 2
B-11. 1/25/80 I-II ft. . . 9/19/10 J-74. . . 10/.l 518 II
B-12. 1/~5/80 8-5 . . . 1125/110 oJ-8 . "13/81
8-111. 12/28/79 ,)-8a. ,;,/23/83
8- 15. . . 10/19/79 '-1 . . . 11.126/19 J-9a. 7/17/81
8-17 . 11126/19 '-2 . . . 11126/79 J-10. / /
8-18. 3/19/84 '-2.. . . 11.12 6/19 J-11. 7/20/811
8-18a . . .9/06/83 '-2h. . . 11126179
B- 18b 1l}/03jCi3 ,-It . 11126/19 K-1 7/17181
B-18e . . . 1/28/85 '-5 11/26/79 1(-2 . 1/17/81
8-19. '0/03183 .-6 1/28/85 1e-3 . 7117/81
a-20. 9/19/83 Ie-II . 1111181
B-20a .9/19/83 0-1 10/17/83 1-5 7111181 .'
8-20b .9/06/03 Q-2 9/061113 1(-6 1117181 . .
J IP'IIISOII COUnt lOAD
QUIlB'l'S III YIlR eu Dal
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B...,20e _9.126/83 G"",2b. 12/19/75 1(-,9,. 7/17/81
&-21. 9.126/83 G-3 . ,. . 11/26.179 &-10. 7/11/81
B...,22. 9.119/83 G-3a. . ,. ,11/26/79 K-11. 7/1'7.181
G-4a. '7/17 /81 K-12. 7/17/81
C-1 . 1/21/85 10...,5 ,. . ,. 11/07175 .K-13. 7/1'7.181
C-1 a. 1/21/85 G-6 . . . 10.124/75 K-14. 7/17/81
C-1b. . ,. 1/21/85 G-6 a. 8/31/73 K- 15. 7/17/81
<:-2. 1/21/85 G-7 2/04/82 K-16. . ,. 4/26/82
C...,2a. 1/21/85 G-/J 1/28/85
C-2b. 1/21/85 G-8 1/28/85 L-1 . 1/21/05
C-2c. 1.121/85 .L-.2 . 1/21/85
C-,2d. 1/21/85 R-1 '7.127/83 L-3 .. '1/21.185
C-2e. 1/21/85 B-3 '3/19/84 ,L-4 1/.21/85
C-3 1/21/85 B-Ita. "12/28/811 1.-5 1/21/85
C-4 . 1/21/85 B-5 . . . 11/01/75 L-'SIII. 1/21/85
C-5 1/21/85' B-5a. 11/01/75 L-6,. 1,(21/85
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Purpose:
Tests:
Frequency of Testing:
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APPENDIX
JEFFERSON COUNTY ROAD
QUEETS RIVER BRIDGE
84W034
..
.
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.,
APPENDIX
TESTING ROCKWELL HARDNESS OF FLAME CUT EDGES
This testing consists of de terming the Rockwell
hardness of fl amecut edges with a portable Rockwell
Hardness Tester.
The purpose of testing Rockwell hardness on flame cut
edges is to ensure that the flame cutting process is
not causing excessively hard surfaces along the flame
cut edges of tension flanges.
Tests ,shall be performed on each flame cut edge and
consist of taking readings at locations shown in
Figure 1.
Test results shall be recorded in Table 2.
The average value of the readings 'at anyone' location
shall be less than RC30 with not:more than one reading
equa 1to or greater .than 'a val ue of RC '30. but in no
case greater thanRC3l .
Readings shall be taken at the locations and points
shown in Figures 1 and 2. The number of readings at
each location shall be as indicated in Table 1.
At anyone location, if the average value of the readings
or more than one reading is equal to or greater than
RC 30. or if any reading is greater thanRC 31, retests shall
be made ,after the flame cut edge has been ground or machined.
Grinding or machining shall include the entire length of
the edge,
If the required Rockwell hardness values are not obtained
upon retest, further grinding and retests shall be made.
This process shall continue until satisfactory hardness
is obtained.
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F'IGURE Z: Polnta 1'0,.. 'faking readings
APPEIID I X
JEFFERSON COUNTY ROAD
QUEETS RIVER BRIDGE
84W034
PAGE 2
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TABLE 1: Numbe.... of readings of each locaf,on
Locations A and f:)
Plate ThicKness Rockwell hardnes5 readina at point
Inches OJ (Zl (3) (4) (5)
& to 1 inc:.lus'lve ,/ ./
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APPENDIX
JEFFERSON COUNTY ROAD ,
QUEETS RIVER BRIDGE
84W034
PAGE 3
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RockweJl Hardness (Re) Tes+ Results
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Test Pit TP-1
4
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54.0
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TP-3
54.5
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silty SAND with occassional to many
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of this unit is predominately TOPSOIL,
Loose to medium dense, damp, brown
to gray, slightly silty to silty,
sandy GRAVEL to gravelly SAND with
occassional cobbles. This unit
appear~ to be ROADFILL.
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moist, gray to brown, slightly
s 11 ty to s fl ty, fi ne SAND with
occassional cobbles and layers
of fine sandy Silt. .
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moist, brown to gray-brown,
slightly silty to silty, sandy
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U.S. DfPAlTMENT OF llAHSIOITATION
fEDElAL HIGHWAY ADMINISTRATION
REQUIRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
(EXCLUSIVE OF CERTIFICATION ACCEPTANCE AND APPALACHIAN l:ONTRACTSI
P-
L Applicadon ___________________________ 1
U. Equal Opponullily __________.___..__________ 1
In Nonaqrcgaled FaeilItia ____________________ 2
W. Payment of Predetermined Minimum WapII ________ 2
V. S..lOmen.. and Payrollo __.__._______~________._ 3
VI. Record of Maleri&b, Supptiea and Labor _______ 3
VII. SubJe'dll& or AaoiplDll the Contr... .---=------ ~
VID. Saftly; Accident Prevention ________........._____ "
IX. Fahe S&atcmenll Coccerniaa Hiahway Projecu .___..__ 5
X. ImplementatioD of Ceon Air Act and Feda-.l Wa&er
Pollution Control Act ___________________________..__ 6
I. APPLICATION
1. Tbeec contact proriliol1l' .an apply to all work performocl
on tho contrect by the contractor whh bit own orp.n.(zaloD aDd
with the _atance of workmen under hi. Immediate auperinteDd.
eDCO aDd to .U work performed on tbe contract b" piecework,
MIdoD work or by lubconLrlct.
%. The contractor eball hUllert In each of hll .ubeontrAC~ aU
of doa atlpuJado.. oontalnod 10, th... Required Contr... p",yj.
... ud abo a cia,... NquJrJn. hi. .ubconllaclorw to fDCIude
...... Iloqufred CoDtract Provlaion. in any lower tier .ubcon.
tr&cU which they m.y eater Jnto, tOlelher wjth . c1.ute requlr.
fill .the lacluuon of these provJ.iona In any furtber IUbcoDtracU
that m.y In turn hoe made. Tbe Required Contract PlOYllloDl
ahaIJ In no Inllance .be lacorpor.ted by reference.
S. A breach of Dr of the "lipulllioM contained la tbeee
RequJrod Contract ProyJalona may be ,round. for U1rm1aatJon
of the contracL
4. A breach of the followlnr elllule. m.y allG be around. for
debarmoa' .. p",vldecl la 29 CFR 5.6lb):
Secllon I, p.r.....ph 2:
Section tv, par.'flph. 1, 2,3, Sind 7;
Sectlon V, plraar.ph. I, 5., 5b, and 5d
II. IIIQUAL O'POIlTUNITY
1. 8eleelloa of Labar I
DurlGI the performance 01 thll contrlCt, the contractor ahatl
not dllCrimln.le ...lhit llbor lrom .ny other Slltt', pollUllon or
"""ta" of the Unl"" S......
I. JIi:apJo)"lllenl Praell_.
Durllll the perform.nce 01 &hll conlflct, the conlractor I......
.. 10Uow'l
I. The conlrlclor will nol dJscrlnllnlle _'lln'l an,. emploJfMI or
applicant for employment becaule of rice, color, reUpoD, II., or
natlon.1 orl,ln. The conlflct will like .ffirmall" Ictlon 10 en.
..re th.1 appllcanll .re omploytd, and Ih.1 employ... .... trealed
durin, etmploymenl without rOllrd 10 their raco, eolor, "Ullon,
18., or nlUon.1 orldn. Such .ellon ....11 Includ., but not 1M 11m.
hed to the followln'l emplo)'mf'nt, up.rldin., demodon It Irlnl'
fori rocrultrnt.nl or recruitment Idvf'rll.lnll I'ro'r. or termln.donr
rAIet 01 pay (lr other for"" of comJM'lnalllon I and seleaLlon for
tulnln" Includlno: .pprenIJerahIJ'l. '"hfl <<:(lnlr.clor 'Ir... to pont
IWN '1-"7J-1tO"iou. HUlon. 0" .....1.1..
I..., '-751
in c:oDlplcUOIU place., .....iJ.blc to emploYeeI and .ppllcana lor
employment, notices 10 be provid<<l by the State hishway de~rt-
ment _Ui.q forth the proYiai.OD8 of thi, nondilCrimination claUle'.
b. The contractor will, in .U IlOlicJlations or acfyerlUementl for
employees. placed by or on behalf of lhe conll.ctor. etate th.t: all
qualified applicants will receive colUideration for employment:
without reprd to race, color, reliaion. leX, or national origin.
c.The contraCtor will acnd 10 each labor union or repreleDtali'e
of worJce:'8 with whicla hebl1!l a collective barpinins asreement or
other contract or UDdentandina. & DOtice to be provided by the
State hishway department Idviaia, the Pid labor union or work.
e"," repreKJItative of the contraclor. commitmenll under &bl. tee.
lion II-2 and .ball po.t copla of the DOUce In con.picuolU p"ct:I
avall.ble 10. emploYeell .Dd appUcanta for employment.
d. The contractor will compl, with III proYiaioDl of Esecudye
Order 11246 of Sepumbcr 24, 1965. and 01 the rules, reaul.tloDl
(41 eFR, Put 60) and relevant orefe,. of the Secretary of Labor.
e. The coatractor will furnJab all infon1latlon and repor~ reo
quired by Ellccutiwe Order Jl246 of SePlember 24. 1965, aDd by
rule.. rcaulllion. and oreteff of the Secretary of Labor, or pur.
.uant thereto. .Dd wUJ permit aCCClM 10 hi, boolu, record. lIDd
Iccounts by the. Feder.l. Hlp",.y Admlni.tralioa and the Secre.
tlry of Labor for purpoaca of JDVettiption.to ucert.ln compliance
with .uch rules. rq;uJ.tJons Ind order..
f. In the event of the contractor', noncompJilDce whll the DOD'
dllCrlmlnauon cI.u_ 01 chi. contract or wllh any of the uJd
rule", rCIUI.tionl or orden, Ihis coDlrlct mlY be c.nceled, terml.
n.ted or IUlpended in whole or in p.rt and the coatractor mlY be
declared ineJJ&lble for further Governmenl conlractl or Fedor4lly.
aullted con.truerion contr'CI' in accordance wilh proceclul'Cll
.uthorlud In Execudve Order 11246 01 September 24, 196, .nd
.uch other unction. msy be impoled and remecl.les layoked u
provided In Encutl,e Order 11246' of September 24, 1965. or by
rule. reauladon or ordt'r 01 the Secretary 01 Labor, or I. other.
whe provided by Jaw.
&- The contraclor will Include the provJlion. of Ihl. Seclion 11-2
In ew:r)' IUbconlr.ct or purch.se order unl.. exempted by rulu,
,..ul.tlon. or orden of the Secretary of lAbor IlIued pur.ulnt to
IMlction 204 of Enculive Order 11246 of September 24, 1065. 10
th.l Iuch provJaJon. will be blndln, upon o.th subcontrlctor or
vendor. The t.onlr.clor wUl tlke .uch .ctlon wllh re.pecl 10 any
lubcontr.cl or purchase order... the Sllle hl&hway depertmcnt or
the Federal "1IlaW'y Admlnlllratlon may direct It . mean. of en.
loreln, luch provl.lon. IncludEn. ..ncIJon. lor noncompU.nce:
P'o....ded, Iao~utr, thlt in the event. contractor become. Jnvolveod
In, or In due.toned with liII,ltlon wllh . lubcontr.clor or vendor
I' . rNull of .uch dlrf'<Ctlon by thlt Feder.1 "Iabway Admlnl.tra.
tion, the contracto, m.)' reflllc.t Ih,. Unhed SI'''!' to enler into
IlIch UII..tion to prolrel the Jnte r~lt. of Ihe Unhed SI.te..
So Beleellon af Subconlrlctorl. Proruremanl or Mlterllll,
Ind Leuln, of Equlpmenll
Durin. the performance of till. con,rael, the untr.clor, 10'
1Uf'lf, II. ...I.nr... .nd lIuceeaMlra In Int.rf'lt fh.reln.r'e, r,f..rred
10 a. thl! Nt.onlraelor" I .aree... 101l0w'l
.. Compllanc.. With R"ul'llon" The conlractor ah.1l compl)'
with .ha Re,ulationa rellll.. .. nondh.rlmln.'lon In fed.raU,.
11lAI.ltd pro,rln" uf lilt' UI'II.rlment of Tran'J;OrlatJoll, Till" 49,
CHlo 01 F..r.1 Reaulatlonl, PlrI 21, .. Ihey ma, be amended
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from time to timo, (hereinafter referred to .. the KepladoM),
whIch are herein iocorporated by reference and made . part of
th1a conlract.
b. NondiGCriminatlon: The contractor, with reaard to the work
performed by it during the contract, shaD not diecrintiute on
the ground. of race, color, leX or natiooaJ ori,in in the telectiOD
aDd retentioD of lubcontracton, incllldiac procurementl of .....
terials and leue. of equipment. The rontractor lhaJl not partici.
pate either direct!, or 1OOir<<lIJ' in the diecriminatiOD prohibited
by tcetion 21.5 of the Repletiona, including employment practices
when the contract coYe~ a prOKr~m Ie! forth in AppeDdix B of
the RcgulatioD&
c. SolicilationJ for Subeontr.c.... JncJudins ProeuremcDu of
Materials and EquJpment: In .11 IOlicitaliou either by comped.
lift hiddJn, or DeCO&ialion. made by the contraclor for. work &0 be
perfonned under & nbcontraet, iDcJudin, proc:unmea&a of J21S.
cerids or leuet of equipment, eaeb polential eubcontraetor or
IUpplier ahall be notified by the contractor of the contractor'.
obUptiona uDder thu contract and the Kepladona reletl" to
aoadilCrimination on tho .rounds of race, color, ..,x or national
orlll...
d. Inlormatlon ad Reporw: The contractor r.,Da!J proYicle all
information and nporta required by the RecutadoDS, or dJrec.
tly" i..ued punUlnt the:eto, .nd .ball permit acceII to ha boob,
recorda. aeeounll, otber IOUfOCt of informadon Ind ill f.ciUtla
.. ma,. be determJDed b,. the St.te hiahw.,. department or the
Federal . Hi.hway Admfnl.lration 10 be pertiaenl 10 UCfI'rt.Iin
oompllanccwith .uch Relul.tion. or directivea. Where any infor.
matlon nquired of a contraclor it In the ea:elua1n pouaeion of
anolher who fail, or refUlel to furnish thla Informadon the con.
tractor thall 10 eertlfr to the Stale hlchwl, department. or the
Federal Biahwa, Admini.tration u appropriate, and .hall let
forth what dON it ha made to obtain the Inlormal1on.
Co Senetiona lor NoncompUance: In Ibe nent of the contraclor'.
noncompliance with th~ nODdi.criminll.lon proriJloftl of thl. oon.
tract, the State hleb.ay dcplrlment ahaU impoec .ueb contract
I&DCtlOnJ AI it or tIIo Federal Hlahwa,. Admini.lrltion may doter-
mine In be .ppropriaIC, includln.. but not limited to:
(1) wfthboJdln. of paymenta 10 lIIe conlractor under the
contract until the conlr.etor compUM, and/or
(2) canceUallon, tenniR.lion or .u.peDlloD of the COftlract,
In whole or in part.
I. Incorporation of ProYialOM: The contraclor lIbalJ Include the
provil1on 01 Ihl. p.r.aph 3 In cnry lubcontracl, tnductla. pro-
c:uremenla 01 malerial. and Ie.. of equlpmenl, unl.. exempt by
the Relul.tio~ or dJrec:lIve1 i..ued pUnR1.nl therelo. The oon.
Irac:lor than lako lOch .clioR with re.peet 10 any IUbcontractor or
procurement utile St.te hiahway deparlmont or the Federal
Hlabwa, AdmlnJ.lratlon may direcl III . mea,.. of cnforelnl' IdCh
provlafon. Indudlnl eanetlon. lor noncompllanC41: Pronded, how.
ner, thlt, In the event a conlflelor beCOMCI Involfed In, or I.
threatened wllb. 1III,Ition wllh . lubeontractor or supplier II .
rOluh of lOch direction, the contractor m.y requett Ihe Stille
hlpwa, dep.nment 10 entflr Inlo lUeh IlIi.allon 10 proleel
the 1"I~rClLt of rho Slate. and, In addlllon, Ihe conlractor may
requeftt Ihd United SI.IU 10 enter into lOch IItlption
10 protect the Intel'Clll. ollho United St.le..
III. NONSIOII!GATID P"CILlTIIS
I Applle.ble '0 Fede,.I..1d "MlN.don ..nl,.eu .nd reI.ted
IUbeonlr.cLt exceedln, '10.000 whleb are not elempt from the
Equal Opportunlly .1.UIO,)
9r .ubmlllion or Ihl. bid, Ihe e."cullon of dd. contract or tub-
conlracl, or lhe conaummallon allhl" materl.l .upply ......m.n..
.. epp,oprlalf', Ihe bidder, Fedelll,ald con.lrUellon CGnlraclOr, IUb.
conlr.elor, nr m.terlal .upplltr. II apflroprlalo, ",ll&.. th.t he
doeI not mllnlaln or proflde for hi. employ.. Iny ...rq.ltd la.
h~~~~:pj~y::: I~f ~:,=:b~~:":':;c:~I~:~ ~:C~::",":~:~
canlrol, where ..,r".ted l.clllllNl 1M malnt.tnod. Hit ottil'"
further rhal be wJ1l nol m.lntaln or proflde 'or hi. emplo,... an,
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..JI'OP!IllI bcIUII.. ., aD, of hI. ....blltbmcDu, .nd lb.1 b. wID
not permit hi. employee. to perform their aemca at any locatioo,
under hia control. whore tqrepted fKlUtle. are ma1ntaiaed. Ho
qreGI that a breach 01 tbJa eertifiea:1on I. a .Iolation of &he Equal
OpperlWllty .1.... in tbia CClltr.'" Aa r.arxI In tbia certlficallo..
the term "Mp'ellted facilltlllll" meaJU an, waJtJq: roolftl, work
lreaI, ratroolM and wubroo... restluranLt IDd other eatins a.rou,
timecJocu. locker rooms aDd other .torqe or dreM.ftI: arell, park-
iliJ log, drlnkinc fountailu, recreation or eatertainmenl a.reu,
trlDlportatiOD, 1100 houaina faciUuea pnmded for employees which
ara IlepCpted by explicit dJrecti.e or are in lacl 1C&reIlled on
the batb of race, creed, colol. or national ori&in, becauae 01 habit,
ltlcN CUllom. or otberwiMl. He al,en that (CJ:ccpt wbere he h..
obtained IdlmLlClI eertJlieatlOJlt from propoeed ...bcontraetofl and
materialauppliefl lor .peclfic time periodal, he wHl obtain lden.
tical certi6c.ation from. propoted lIUbcontracton or material aup-
pJien prior to the .ward of IUbcontraew or the coDlUltUD4tion of
ma..rial auppl, _t.. escced.l". '10.000 wblch arc a..
ezempt lrom the prorillODl of tho Equal Opportunity elaUJG, aDd
that be will rebiln IUCh certUieationa in hi. 61..
IV. PAYMENT OF PIIDmlMINED MINIMUM WAGES
I. Geaeral
AD mecbanl.. aDd lobo...... ...pIoyed or worldq apen the
01,. .f lb. work will be paid uaeondld...lly and 110' J_ often
tbaa once . week, aad without aubeoquent deduction or rebate OD
any account (e~pc IUd'JHIyroll deductloftl .1 are permltlld by
re,w.dona 1aou<ld by the Sec....." 01 La....., under lbe Cepelald
Ael (29 ern, P." 8) l. lbe full ...ounU du. .'11... of JI01IDOIII
computed. It wqe r.tea hOt J_ than thoee contained In the ....
detennlnnlioa dee1aIon of lb. Sec...." of Labo, wblch .. .ttached
hereto and mad. I part hereol, re,_nil.. 01 .ny eonlraelu.1 No
laLIonahJp which m.y be alIepd 10 old bM.wem the contrector
and auch lobo..... and nuocltanl.., and lb. w.... determination
dee1a1on abaIJ be .....ed by the ..n.ra.",r at lb. all. .f !be work
In I prom.lneat J111ce where It can be eull, leen by the work.....
For the purpoee o' thl. d.UIC, contributloDl made or COIU NUDD-
abl, .ntlclpated under eecllon 1 (b: (2) of th. O.YI.Bacon Act on
beball .f Ioboren or mcehanl.. arc ..na1d.red w_ paid '" -"
labonln or medI.nle., IUbjecl to the provlllona of Section IV,
par.....ph: Ib, heleof, Alco lor the purpoN of this el,ule, rquJar
contrlbutlolll made or COllI lneurred for more than a weekl,
perind under pl.... funda, ., p,o,ra.... bu. ....rl", the par.
tleular weekly period, Me dOlmrd 10 be COftIIruellql, made or"
lneurred durl", auch weekly peTled,
2. Claufl.leollcn I
.. The S.... b'ebw,y d.pa"...nl ...".,1111I "cor ohall
require that any el... of laboren or mechulc., Ineludln. .pprea.
d... and tral_ wblch I. ne. lilted In lb. w.... d...rmla.don
.r.d which I. I. bo employed und., ,b. '.ntr.'~ ob.1I be .1...Uied
or rec!IIIlW conlormably to lhe w'le derermlnalion, and . No
port 01 Ibe ..don ukan ob.1I be IOnt by lb. SI.I. bleb_.y
department eontraellRl oEcer 10 the Seenlll')' of Labor.
b. In the cwnt Ihe lat......ed perllu cannal qree on the
proper et....fic.tlon 0' reel_Sullon 01 I parlleul.r cl.. of J..
bore,. Ind meehlnlca" lacludlna apprentlc.. .nd Ir.ln.... to be
uaacl. lb. quOltI.. ....mpanled by Ibe neommand.don 01 the
5,... bleb-" dep.rt...nl ...'ra,lIn, cIice, &b.U bo ,oferrecl '0
the See...." 10' nnal d.l.nninad.n.
L .......1 of '.1.... ....lIt
.. Th. 5,... hlebw,y depart...nl ..n'raell., .._ ..II
require, _b......r ,h. minimum _.... ral. p_rlbed I. tho con.
tr.., f., . .1... .11.bolOlO 0' _h.nl., Inelud.. . Irl.... batI.81
which I, net IlZprlllld II In bourly .1.. r.t. .nd Ihlt ooBlrechtr
I. obl1plOd III pay . .ub oqulnl,n' 01 oueh . ,,1... _ftl, .n
houri, ..... ..,.i..I.n. Ib.....f '0 "" ....bllobad, In ,he _, th.
Inu..... partlea ..nno' .p" upon . oath oqul..I..1 01 lb.
IrI.... ......ftt, the qu..ll.n, .<<omplnled by th. ,,"oftlmendltlon
of II... cenlraelJn. ol'Nll!r, th.1I be referred 10 the S.reta1'7 of
Labor fo, dolOnninad...
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b. If the contractor does not make paymenu to . lnutce or
olber third penon, he may eonaider a. part of the waaea of any
laborer or mechanic the amount of any costa reaaonably antici.
pated in providins benefita under a plan or proBram of " type
esprellb liated in the wa,e determination decision of the Secre-
tary of lAbor which is a part of this contract: ProuiJed, howelH:f.
tho Secretary of Labor hu found, upon the written requcat of
the contfllctor, that the applicable standards of the navi.Bacon
Act han b<<n met. The Secretary of Labor may req"'~le the
CODh'actor to eel aside in a I5Cp.rate account aNeta lor the meet.
ing of obligations under the plan or program.
4. Pa""....t of Exeeu Wagea:
While the wage rates shown are the minimum tatea requlred
by the contract to be paid during its lile. Ihis is not. repraen-
tadon that labor can be oblained at these rales. No increase in
- contract price shan be allowed or authorized on account of
the payment of wage ratel in exens of. those lilted herein.
5. Apprentlceo and Train... (Programa of Department
of Wbor):
.. Apprentice. will he permitted to work at leal than the
predetermined rale for Ihe work Ihey performed when they are
emplo,ed and individually regiltered in 4 bona fide apprentice.
lIhlp program regi'lereel with the. U.S. Deparunenl of Labor,
Manpower Adminlltral1on, Bureau of Apprenti~eahip and Train-
iog. or wilh & Slale Apprentice.sbip ARency reeopb:ed by the
Bureau, or if IS penon II employed in hil firlt 90 dap of prob41-
tlonary employment .. an apprentic~ in such an apprentlceahlp
program, who il not IndivIdually regislered in the proBram. bUI
who h.. been certified by the Bureau of Apprenc.lo:ehip and
Tralninc or a Slale Apprenticeship Agency (where appropriate)
to be eIiaibJe for probationary employment A8 an apprentice.
ne allowable ratio of apprentice. 10 journeymen in any cr.ft
"""'ficatlon Bhatl not be areater than the ratio permiued to the
coDtiactor .. 10 hia entire work force under the reEfstered pro.
~ Any employee lilted on a payroll al In apprentice wale
rate, who Js not a trainee ... defined in 29 eFR S.2(c) (2) or 11
Del reJlatered or olherwiae employed al Ilaled aboye, lbaJl be
paid the waae. rate determined by the Secrel.ry of Labor for the
claallicltJon o( work he actually performed. The conlrlctor or
luhcOJltraclor wiII be required to (umlah to the State blpwlY
apocy or to a representallve of Ihe Wale-Hour Divllion of the
U.S. Department of Labor written evidence of Ihe reliatrlllon
of hll prolram IrJd apprentices a~ well al the approprl.te ratio.
.nd w'le ratM (exprueed in percentages of the journeyman
hourly rstel), (or tbe Ire. of conltruclion prior to ulln, any
aprrentlce. on the conlract work. The wale rale paid aI"-
prentice. .halJ be nOI Jell than Ihe .pproprilte pereenll.p 01 the
journeyman'. rate conlalned In the .pplicable wale delermlnatlon.
h. Trainee.,' except.. provided In 29 eFR 5.15, wJlJ not be
permitted to work at leu Ihan the predelermlned rate lor the
work performed unleu they are employed pUfluanl to and Indl-
ricladly fell.tered In a pro(p'am which haa received prior ap.
proval, evidenced by form,1 certificallon, by Ihe U.S. Department
of Labor, Manpower Admlnltltr.llon, Bureau of ApprentJceahlp
and TraJnln((_ The ratio of Iralnee. 10 journeymen thin not be
pe.ter th.n permltled under the plan IIpprov~d by the Burelu
of Apprenllcf!lIhlp cnd Trllnlng. Every trainee mUll be paid al
not r... than the rale lpecllied in the .pproved pro.r.m for hi.
Incl of prOllreu. Any employee 1I.ltld an Ihe payroll It I trainee
r.te who il not real'lf'red and partlclpallnl In .. tr.lnln. plan
approved by IIle Bureau of ApprenlIeeahlp and Tr.lnln. ....11 be
paid nol leM Ihan the walll rale delermlned by Ihe Secrel.ry of
Labor for Ihe cJualfic'llon of work hr. ar.lu.lly performed. The
contrlclor or aubcontrlctor will be required 10 furnish the St.le
hlahwa)' aR..nCy or a r"prtlMlnlallve of Ihe WaKe.Hour DJvJalon
of the U.S. Deparlmenl of Labor wrluen evidence of Ihe cerllli.
c.don of hi. prORfllm, the relllll,allon of Ihe trlln..., and the
r.tlo. and W'.I'I ralt'!1I p,elCrlhed In Ih.1 prolr.m. In Ih. ."enl
the Dur...u of Apprf'ntlcelldp and 1'ralnlnl( wllhdraw. 'PPI1lVlI
of a Iralnln. proaram, Ihe roontraetor will 110 lon.er lWl permlul'ld
Po"" '__1273 I.'" 9-751
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to utiUze traineeH at leas than the applicable predetermined rale
for the work performed until an acceptable program il approved.
c, The utiliution of apprenlicct, trainees and journeymen
Mall be in conformily with the equal employment opportunity
requirements of Executive Order ] 1246, a. amended, and 29
eFR Part 30.
&. Apprentfcea and Trainee. (Program. of Department
ot Traoaportation):
Apprentices and trainees working under apprenliceship and
akiJI training program!l which have been cerlified by the Secretary
of Transportation a5 promoling equal employment opporlunity in
connection with Federal.aid highway construction programs arc
not subject to the requirements of Sfi:tion IV, parusr.ph 5 above_
The slraight time hourly wage rales for apprenticct and traineea
under #luch programs will be cttabUshed by the 'particular pro-
",ems. -
1. Overtime Requirementa:
No contractor or subcontractor contrecting for any part of the
contract work which may require or involve the employment of
laborer-. mechanics. w'lchmen or suardl (including apprentice.
and trainees described in paragraphs 5 and 6 above) shall require
or permit any laborer, mechanic, walchman or auard in any work-
week in which be is employed on such work, 10 work in excess of
ellbt hOllrl in any calendar day or in exce.. of forly hours in such
workweek unJeu IUch laLorer, mechanJc, w.tchman or Buard reo
cei.e. compenaation al a rate not Jeu than one .nd one-baU time.
his b8lic rale of pay for all hours worked in exceu of e1lht boun
in any wendar day or in excen of forly bours in IUch workweek.
as the case may be.
8. Vlolallon: lIablllt,. tor unpaid "..eal liquidated
dam.,ee:
In the event of any violalion of the cllluae set forlh in para.
Iraph 7, the contraclor and .ny .ubconlracror responsible Ihere.
fore Mall be liable to any affecled employee for his unp.id wa,CII,
In addition. such contract.or and subcontraclor o&all be Hable to
Ihe United Slates On the case of work done under contraCI for
Ihe Di,tricl of Columbil or a lerrilory, to luch DI.trict or 10 luch
territory), for liquidaled damaaea. Such liquidated dama,esahan
be computed with respect 10 each Individual laborer, mechanic,
watchman or auard employed In violation of the c:I.uae let forth
in paragraph 7. in the sum of 110 for each calendar day on wblch
sucb employee wa. requircd or permlutd to work In exces. of
eight hOUri or in exceu of the atand.rd workweek of fOrly houn
without paymenl of the ov~rtime w.ge. required by Ihe clauae ICI
forth In para.raph 7.
9. Wlthholdlnll for unpaid wageo,
The Stale hlahw.)' deparlment conlracllo. officer may with.
hold or caullCl 10 be withheld from Ihe eonlr.clor 10 much of tbe
accrued paymenl. or advance. II may be considered neee...r)' 10
pay I.borera, mecl1.nlcl Oncludln, apprentice. and trainee.)
watchmen. or auardl employed by the l:onlr,Clor or any .ubeon.
Iraclor on the work thf! full 'mounl of wap. rel'fulrcod by the
contracl. In Ihe evenl of failure 10 pay any laborer, mechanic.
Uncludln. .pprenlice. and Ifalnee.) watchman or "ulld employed
or workln, on the lite of Ihe worle, all or p.rl of Ihe WI'"
required by dut contr.ct, Ihe SI.le hl.hwDY deplrlmC!n1 eonlract.
Inl officer may, afler wrillen nOllcf! to Ihe contractor, lakf'! luch
acllon al may bf! necu..ry III r.llllW tilt'! sU'llen"lon of any further
p'ymenl, advance, or auar.nler. of funtl. until auch vlolallon.
have celled,
10. Wlthholdlnlr for IIquldal.,s domegeo,
The Slale hl.hwlY tlclllrlmenl conlf.clln. ollieer m.y with,
hold or t:aule 10 bfl withheld, ftom any monry. payable on ar.rounl
of worlc performNJ by Ihr. r.onlt,clor or s..beonlratlor, luth IUm.
II mar Idmlnl'lrallvf'!ly be' tlf'hmnlnf!d 10 lHl nete..ary In &lU.f)'
.ny lIabUIII'1 of IllId. f'nnltl"lnl IIf Illlhronlraelor (or IIlluldlled
d.ma.'1I al l)rovlded In the elau." liet forlh In p.".ra,)h 8.
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v. STATEMENTS AND PAYItOLLS
1. Co..pllance with Copeland ae...latloD (29 eFR, Part
8):
The contractor ah.n camp'" with tho Copeland Reculatlons
(29 eFR.. Part 3) of the Secretary of Labor which ani herein
incorporated by reference.
%. Week'" .lalelaeat:
Each contractor or subcontractor ahall fumiab oaeb wcek .
IIt&lmnent to the Slalo highway departmeDt rcaident eqiaaeer
with ftlIpect :0 the WAles paid each of i&8 employees. UDCludtDg
apprentices and traineea dacribed in Section IV, par.'f.pb, 5
aDd 6. and watchmen U1d ruuds) engqcd on work covered. by
the Copeland Regulations during the precedinl weekly payroll
period. The .tatement ~.ll be .executed . by . thecontnctor or
IUbcontractor or by an authorized officer or employee of the con.
tractor or .ubcontractor who IUpeTYiee. tLc payment of .11(':.
Contracton and subcontractor. muat UIC :the certification .,1 forth
oaU.S,"DepartmeDt of Labor Form WH-348. or the ume certifi-
cation appearing on the reverte of Optional U.S. Deplll'lJDCnl of
Labor Form. WH-347, or on aD)' form with identical wordiq:.
a. FlDal labor .u.......,.:
The conlr.clor .nd each .ubcontraelor ebon funalM. upon the
completion of the contract. a .tunmary of all employment, IndJCllt.
inI. for the completed project. the totll how. worked and tlae
total amount eamod. ni. data Iball be aJbm1ued to the Slate
hJcbwa, department resident enaineer on ,Form PR-47 toflCtber
with tho data required in Section VI. hereof. relative to ma&eriaJa
ad auppliea. The provilioRl of thi. p.r.p'.ph are not applicable
to conlr.ell for ICCODdary hishwa,. or CGalractl finaoced _lei,
with lu.do provided by the Hiabw.y Bnaud6catlnn A., .1 1965.
.. ameDded.
L Flul _lIlkate:
Upon completJon of the contract, the conlnctor IhaJI IUbmII
10 tho Stale bleb.., dep.trtment contractina oIicer, for traDlllll..
llion to tho Federal Hlch.a)' Adminl.tratlon with the "ueber for
fiul payment for any worle performed under the contract. a
c:ertJ6catCl concemiaa: WIKel and claMific.Lion. lor I_boren, me-
chanica, watchmen .ad luard. employed on the proJect, In the
foOowlDR lorm I
The undenlped, contractor on
(Pmjec' N..)
hereby certifiet lba' aU laborers. mechanic.. .pprontJcee, trainee..
walch men and cuard. employed by him or by any IUbconlrlclor
performln, work ulUler the conlr,et on the proJOCI have boon paid
Wtj:OI al rata nOI leu Ihan Iho:Nl required by the contllcl pro.
vilia..., and Ihal the work performed b, tIIch IUch laborer,
mechanic, apprentice or trainee conformed to the C1lUllfiClldoRl lei
forth in Ihe contr.cl or Irllnlnl prolrlrn pro.lllo", .ppllcable 10
the .Ip rile pal6.
Slm.'ure .nd dtl. "
. . . .
5. PaJl'OII. Oftd PAyrall "fOrda I
I. Payroll. and bulc reof)rd. "latin, thereto wltl be main.
lalned durlnc Ihe courle of Ihe work and preeefYed lor. period of
three yea,.. there.her lor ,II laborer.. mechllllcl, .ppmtlON,
train.., .alehmen and .uard. worldn, al lh. .he of the work.
b. The p')'I'01I record. ahall enntaln th. name, lOCial ltCIurlt,
number .nd Idd,... of ..Ich luch emplo,,", hi. corNell c._ficl'
tlon, rale. of PI' Uncludln. ratlill of contrlbutJoftl or 00.11 Intlel.
p.,nd .1 ,h. ',pe. due:,lbed In ...tI.n I(b)(21 .1 ah. D..I.,
Bacon ACI), diU, and weekl)' numlNlr of hOUri worked, decluellon.
made and actuII .Ice. paid. WheneWl' lhe SecNI.ry of Labor,
pUrIU.nl to SectJon IV, par'lflph 3b, ha. found thll Ihe ......
of In, laborer or mechanla Include Ihe amaunl 0' .n)' co.I,
....ton.bly anll(llpIled In pro\lldlnl Mnefil' under. pl.n or pro.
..am daterlbnd In _.I.n Hh) (2)(0) .1 the D.ri.O.... A.I,
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the CODtnctor altall malntalD I'CCOnU whicblhow that che com.
mlmMn' In pnmdn au<h _.. I. ""..-bIn, thaI the piau or
proarUD iI financiall, re8pDaalble. and that the plan or propam
h.. beea. communicated in wrltioe: to the Jaborers Dr mecbaalCl
affected, ud recorda which thow the coati anticipated or the
actual com: incurred in proYidill8 web benl261&.
Co The payrolb .ball contain the followin, iaJormation:
(1) Tho em::byee'. full 1WDe. edd1"ell arad tociaJ ICCUrity
number. (The employoo's full aame and lOCi.. eecurlty number
Deed oul)' appear on the finI PAfI'OU on which hi. name appear-.
The employee'. Mldrae need only be ahown on the fint aubmittcd
payroll on which' the employee', name appeore, ume. I chance of
add""" nCCC8lSitatM . aubmittal to reflect the new addraL)
(2) The employee'. cluIifieatioD.
(3) Entrlea !lldleatiq the empto,.... buic b.ady ....
r.te aDd. where applicable., the Oftrtlme' hourly Wap:I, r&te.Tbe
payroll mould indiclte ICparat.el, the amouab of emplo)'tlC IDd
employer CODtributlone to friDlc benefit lunda &nd/or proarama.
Any lri_ _.. paid to the ornploJcn ,. cub "'_ be indi.
cated. Tbcrtl I, no PrelCribed or mand.torr fonn for abow1D&
tbo abaft information on' peyroU..
(t) Th. ."'pl.,.... dolly lUld .enldy boun ...,bd ID -"
nIuoI6cati... inclucll... ac.uol ..ertI.... bnu.. wnobd (De,
odJuotnd) .
(5) Th. i1cmloed doduntl... mad. 'Dd
(6) Th. nel w.... pald,
d. Th. CDnll'actor will IUbmh weekl)' a COp)' of all peyroU, to
the 5latCl blabw., depanmeat rcaldent enllneer, The copyllhal1
be ......pmlnd by . .......... lI,ned by the empl.,er or ala
....t ladJcatlll8 L'Jat We pI)'I'Olla are correct .nd complete, that
the _&eo rato. contained lherfllD are not lCII th&a . tbCII deter.
mluncl by the Seeretary .1 Lober .nd lb.. the nIuoI6catl_ anI
I.rth I.r ooch (abo...r .r mechanic cnuf.rm with the werk b.
perfcmnod. SubrnlllioD.I. weekly......... whleb I. rnqulracl
lUlder thUI ........" by Seed... V, par'er.ph 2. aud the Cnpnlaod
1\npIa11... .1 the See....". .1 Lober (29 ern, P.rt 81 aod the
&II... with the 1.lti.1 parroll ., .., oubooqunn, paymll .1 . copy
of any fiodlnp by the Secretary of Labor pUrwlnt 10 Seedon IV,
pa,....ph 8b. oholl andoly thl. rnqulrernnnL Th. prl... ....
.....,.., &hall be ...pnllllblo lor the 'Ubmi..D .1 ..plea .1 peyrnll.
of .11 IUbcontr.cto.... The oontraClo, w11l make the reoorda ....
qulracl uueler ill. labor madardo cl.... .1 tbn noD""" .....1abIn
lar I_ti.. by .uth.rioed ..p_nlall_ .1 the S.... blpw.y
daparlmnn" the Fncln..1 Hlpw.y Ad..I.I.".da. .nd lb. Depart.
mnu' al Lober, and will permI' ou.h _"'1_ In ID..mnw
emplore- durin, worklDl houn on the. Job.
a. Tho w.... .1 labor ohaIl be paid In 1...1 tood.r al tho
U.lted S...... ....p, lb., thl. ...dld.. wlll be c.llIldmld ..d.
fied Jl parment I, made by DelDtJable dleck. aD a MI"DI baak,
wbleb ...y be cuhod roadIly by the emplaY"" In tho 1...1 .....
mUIlll, for lbo full amount. whhout dlecount 0' collection ch.,..
of any klDd. Where checb Ire uled for paymenl, the contreelor
011.11 ...... 011 D_". .rrau..m.... la, thorn 10 be cuhed lUld
Mall alye b.'ormatlon "sardln, .uch arranlament..
I. N. I.. .1 any kind _oil bo .lItnd .r ....p.ed by .ho ....
lI'act.o, .r lAY of hi. ....... from '11' penon '1 . condltl.n of
_pl.,.."". an .h. proJan'.
.. N. I.be..... 011011 be charred I.r .ny 1001. uoed In perf.rm.
I.. th.l, reopncd.. dud.. c...p' I., ........bly ...Idabl. 1_ .,
damaae thl...IO.
h. E..ry .mpla,.. .n tho w.,k ....racI by thl. ..n'....1 ...11
bo parmiltad I. lod.., be.rd aod uod<> wb.... ..d with wbo.. h.
.10011 and ..llh., Ih. ..n.r....' n.r hi. a"DI.. no, hi. _~
oI1all, dlracdy .r Indl,..dy. _I'. .. . ..ndl'l.n .f ...pl."..n.
,hal a. .mpla,.. ohall Ind.., bo.", ar .lad. at . perll.ul., pi...
.r wllh . plrtlculer perlOn.
I. N. ch.,.. Iholl be ..... f., .ny .,.n.pertodnn lurnllhad
by Lb. (lOnlractor, or hi. IpnU, 10 .ny peraOD employed on the
we,1e.
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j. ,No lndiridual mall be employed as a laborer or mechanic
on tbiI contract except on . wage buill, but thi. ahall pol be
CODIh'Ued to prohibit the rental of teams. trucks. Dr other equip-
meal from Individual..
VI. IlECORD OF MATERIALS, SUPPLIES AND LAlOR
1. The provisions in this oeetion are applicable to .n coon_cia
O%COpt contracts for ~nd.ry highway. and coDlt.eta finanecd
IlOlelr with lunda provided by the Highway Beautification Act of
1965, as amended.
2. The contraclor aha11 maintain a record of the total coil of all
material, and supplies purchued for and incorporated in the work.
aad. alto of the quantities of those specific materials and supplies
1b:ted OD Form PR-47 and in the units shown. Upon completion
of:tbo contract, this record. together with the finaIt.bor IUmmary
~.in Section V. pat_lf.pb 3, hereof, .ball be trauamitted to
the-Seato hipway department ,resident engineer for-thc:project on
Form PR-47 in accordance with, instructiona attached thereto.
which will be fumished (or this purpose upon request. Tho quan.
tides for. the IiSled. ilema .ball be reported aeparately (or ro.tdway
&ad for Itructuret over 20 feet long as measured alODS the center.
U1Xl of tbe roadway.
S. The contractor ahan become (amiliar with the lilt of lpocific
material, and ,uppliea contained in Form PR-41 prior to the com.
JDODCement of work under wi. contract. Any additional materiala
information requh'Cd will be IIOlicitcd through revlsiona of Form
PR-47 with attendant explanation!.
4. Where aubcontractore are involved the contractor shall mbmh
either ... aingle report coverlns work both by himIClf and all hill
aubcontractors, or he may submit separate reportl for himself and
for each of bis subcontractol'l.
VII. lIUBLmlNG 01 ASSIGNING THE CONTRACT
1. The contractor ahan perform with his own orpniutlon con.
trIlCt work amounting to not IC8I than 50 percent 01 the ori.lnal
total cxmtroct prlce, except Ihal any items desilP'ated by the
State U "Sp<<iahy Items" mlty be performed by lubcontract and
the amount of any IUch "Spcclalty hem," 10 perfonned may be
deducted from the onlinal total conlt .ct price before campulln,
the amount of work required to be performed by the contraclor
with hi, own or.anlution.
.. "Hil own orsanilAtion" .hall be con.trued to Include onl,
workmen employed and paid directly by Ihe prime contractor and
equipment owner or renled by him, wilh or without operata",
b. "Specially Item." .h.1I be can'lrued la be limited to work
that requJrO!. hlahly apeclalIs.ed knowledle, crafcamaaablp or
oquJpment not ordinarily avallable in conlractlng or.llnlr.atlons
qu.alJfi<<I to bid on Ihe conlrllet .. a whole and In aeneral are to
be limited 10 minor component. or the oveull contract.
2. In addllion to Ihe 50 percent requiremenl IIMU lorth In par.'
,rap 1 above, the contractor .&1111 lumJ'" (a) . competent IUper.
Intendenl or loreman who I, employed by him, who h.. full au.
thorhy to direct perform.nce 01 Ihe work In IIccordance with the
conlract requlre-ment.. and who is In charRc of aU conatrucllon
operationa (re..rdlal 01 who perrorml Ihe work), and (b) aueh
otlMr of hi. own or,anlutlonal cap,bUlly and reaponalblllty (IlU'
ltW'IalOD, manl.tlmllnr, and enllneerln, lel'\liced aa tbe St.te
hlatnr., department contraclln<< officer determlnell II nocellary 10
UMlfO the performance vI Ihe contracl.
S. The conlract IImounl upon which Ihe 50 percent requirement
lOt forth In paralraph 1 I. computed Inelud,. thfJ eOlI of materl.l.
W ~~ntl'ItNllr~ rMduclI which IIrc 10 hf' purchaaed or produced
by the conlrlclor under the conlraet proyl.lon..
4. Any Ilems th.1 han been ,rleeled I' "Specially Item," for
the Clonlrllel .m lilted a. .uch In Ihe Special Provlllon.. bid
lCbedule, or el.-ewhere in Ihll conlraCl documenl..
5. No pari Ion of Ihe conllael .h.1I be .ublet, a..lped or other.
willi dllpo'f!d 01 ""ollpl whh Iht' wrltlell COMllnl of the Slale hlah.
r- '...137:111.., '-151
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way department contracting officer, or hil authorized repraenia'
live, and web consent when given .ban not be conalrued to
relieve the contractor of any reaponalbiIity (or the fulfillment of
the contr&CLRequeat for permi.uon to lublet, uaisn, or oLber.
wi.., ditpoee of any portion of the contract .ball be in writilll
IInd accompanied by (a) a showing thai Ihe organization which
will perform Ibe work is particularly experienced and equipped
lor .uch work, and (b) an uaurance by the contractor that the
labor standards provisions set forth in thil contract .ball apply
to labor performed on all work enconlpueed by the request.
VIII. SAFETY; ACCIDENT PREVENTION
In the performance of this contract, tile contractor shall comply
with all .pplicable Federal, Slate and locallawl governing ..{ety,
health and ...nilation. The contractor shall provide aJlaafeguarda,
ufety devices and protective equipment and take any other needed
actions, on hil own responsibility, or .. the State highway depart.
ment contractingoBicer maydetenninc, reaIOnably necaaary to
protect the life and health ofcmployeea on the job IInd the ..fely
of the public and to protect property in connection with the per.
formance of the work covcred by the conlract.
It is a condition of this contract, and shall be made a condition
of ccch aubcontract entered into pursuant to this contract,
that the contractor IInd any subconlractor aball not require any
laborer or mechanic employed in perfonnance of the contraCt to
work in surroundings or under working conditions which are un.
unitary. bazardous.. or dangerous to bis health or ..(ely, .. deter.
mined under comtruction ..fety and health standard. (Title 29,
Code 01 Federal Heluladona, Part 1926, formerly P.rt 1518, ..
reviled Irom time to lime), promulgated by the United Statel
Secretary of Labor, hi accordance with Secllon 101 of the Con.
tract Work Houn IInd Safety Slandards Act (83 Stat. 96).
IX. FALSE STATEMENTS CONCERNING HIGHWAV
PROJECTS
In order to ....ure hlah quality and durable CORIIllUction in con.
fonnlly with approved planl and lpecificalions and a hleb delreel
of reliability on slatementl and repretenlalions made by en,ineera,
contractor.. lupplies, and worken on Federal.aid hiahway projecca,
It i. essential thai an perlOnl concerned with the project perform
Iheir functionl ., cllrefully, tborou,hly, and honeatiy a. poIIible.
Willful faltlficlltion. di.tortlon. or mltreprclllntation wllh respect
10 any faClt relaled to Ihe project I, . violation of Federlll law.
To prevent any ml.underatandlng reprding Ihe aerlou.neu of
IheM and ,imllar actl, Ihe lollowing: nOlice shan be polled on
each, Fed~ral.ald hilhway project In one or more places where II
I. readily avallablll 10 aU pertOnne) concerned wllh Ihe projecl:
. . . .
NOTICE TO ALL PERSONNEL ENGAGED ON
FEDERAL-AID HIGHWAY PROJECTS
Title 18, United SlalM Codt-, Secllon 1020, read. a, lollowa:
"Whoever, beinft IIn officer, alent, or employee of the Uniled
5Iatel.. or of Iny Slale or Territory. or whoever. whether II pellOn,
luoclatJon, firrn. or corporal lon, knowln,ly makes IIny lalae ,"ale.
ment, lalae reprr..entalion. or falle report II 10 Ihf' character.
qualllY, quanllty. or CO", fJr Ihe malerlal UM:d or 10 be uted, or the
quantity or quality of dlf' work perlormed tlr 10 bt performed, or
the COlt. thereolln connt'ctlon with Ihe lubmlulon of Illanl, mlp',
apoelficalionl, contracll, ur co'1I 01 cDn.trucllon on any hl.bway
or relaltel projr.cl auhmltted lor approval 10 Ihe! Secrelary 01
Tran,porladon I or
"Who"ver lenowlnllly II1l1luI. any lallN'! 1lllemenl. raise repreaen.
t:'llon, f:.l:.l: rcporl, Dr roal;r c1=lm ~!lh re.fJf,ct 10 Ihl" chllr.cler,
quality. quanllty, Dr ('!ual of any work performed or 10 be per.
'ormr.d. or matedal.. 'urnllhed nr In lX'l 'urnlahed, In connecllon
wllh Ihf' con.Huctlo" of IIny hlllhway or rrl.te.t projrel approved
by the ~cret.ry of Trallll,tOrlOllfJn; or
"WhoeYf'r knnwlntdy makf!1 any '.1... _'altmenl or '.11t ftprf!.
Mnt.tlon 1\1 In 0 malerlal rllel In any .llIemenl, certlfieatt, or
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repo" IlI.bmIned _ 10 pnniliom of the Fedenl.AId -.I
Act .ppooWMI 1u1y 1. 1916 (39 Sta~ 355). .. ........ &lid
..p~tod,
"'Shall be &aed DOt mo_ thaD 110,000- or impn._ DDt IDOI'C
&ban .6ye ,ura. or boch."
X.IMPLEMSlTAnoN OF CLEAN A11t At:r AND
FEDERAL WAlO POUlI1ION CQNTIlClI. ACI'
lAPPUCAME TO CONrIAC1SAND SUIJCONRA,C'IS
WHICH EXCHD $l00,ClOOl
1~ The contractor S&ipulatel tbat DBY fac:llitJ. to be ~ ill
rho porlormaDCe of thia .-r.... ualeoo ...... -.act la _
_ the CIeoa AIr Act, .. ....Ddod (12, u.s.c.~ ar -."
_ by Pub. L 9~l. &lid. _tIla FaIonI W....
Pol1udOll CoatroI Act. .. ......- (~ U.s.C.12S1 .. -~ ..
_ by Pub. L w-soDl. Ex..ldivc Order 11738. &DC! ___
'*- In implemomalioD tbonof (40 c.F;R., Pan 15). ia ....
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-. 01> the de... of __.....t. ... dle U.s, ~
P_ "-Y. lEPA) lJIt of V'" F~ -
10 40 c.F JL 15.20.
2. The _ _.. -.11 - aIllbe --
of _ 114 af rho a- AIr Act -' __ 8Q8 of ....
."edarelW-.p..u..u- Coabol Act .... all ~ &lid
pideli_ &led ..............,
3. The eanlr...... sbaII plOlDj)d, ~ rho - ........
de_ 0/ tho n:coipt of ...,. .-.mlcatloa .... the
DirKM<. O&e ol Federal Actlrilioa. EPA. lMilWiDa """ ·
fadIil!r II> be lIIiIiaod for Ihe .........ilt ...........- ..
be.!lalalJ lID ... DA Lioo of V.ioilt1ioo& F~
4. -n.. _ _II> ilIdade .. _ .. be iadode<I
... ......--ol...........1 ~~,a!IIaia_ooI&
X ___ -. -' f_ __ 10 .....
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AllE ND!lENT
REQ~IRED CONTRACT PROVISIONS
FEDERAL-AID CONSTRUCTION CONTRACTS
(Exclusive of Certificetion Acceptance and APpalachian contrac~s)
Under Section I, Paraqraph 2. add:
The prime contrac~or shall b~ responsibl~ for the compliance bv
any subcontrac~cr cr lcwer tier subcontractor with these Required
Contract Provisions.
Under Section I, add as Paraqra ph 5
Disputes arisinq out of the labor standards provisions of tilis
contract sha:i.l not be sub1ec-l: to -I:he qeneral disputes clause of
this contract. Such disput9s shall be resolved in accordance with
the procedures of the Department of Labor set forth in 29 CPR
parts 5, 6, and 7. Disputes within the meaninq of this clause
incl'lde di sputes between the contractor (or an., of its
subcontra:tors) and the contractinq aqencv, ~he u.S. Department of
Labor, or thE> employees or their representativ'3s.
Under Section IV. Paraqraph 1. add:
Laborers or mechanics Performinq work in more than one
classification may be ccmpensated at the rate specified for each
:lassification for th~ time actually worke1 therein: Provided.
tbat the employer's payroll raccr"s accurately set forth the tima
spent in each classification in which work is performed. All
rulinqs and interpretations of the Davis-Bacon and Belated Acts
contained in 29 CPR Parts 1, 3. and 5 are herein incorporated bY
refer~nca in this contrac~.
lJ:J.der Section IV, Paraqraph 5a. add:
Apprp.ntices shall be paid frinq-a venefit.s in accordanca with th~
provisions of the appren~iceship proqram. If the apprenticeship
proqram does not sp~cify frinqe benefits. apprentices must be paid
the full amount of frinqe benefits listed on the waqe
determination for the applicable classification.
Under Section IV. Paraqraph 5b. add:
Trainees shall be Paid frinqa benefits in accordance with the
pr:ovisions of the ':ralnee proq ram. If the trainee proqram does
not mention frinqe benefits. trainees shall be paid the full
amount of frinqe benefits listed on the waqe determination unless
the Administrator of the Waq~ and Hour Division determines that
tharp is an apprenticeship proqram assoclated with the
:orr~spondinq 10urnavmen waqe rate or. the waqe deter.ina~ion which
provides for less than full benefits for apprentices.
Onier Section IV. replace paraqraphs 7 and 8 with the followinq new
paraqraphs:
7. overtime requirements: No contractor or subcontractor
containinq any PIIrt of the contract work which aav.require or
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involv~ the employ~ent of laborers. mechanics. watchmen or
qua rds Cincludir,q apprent ices llnd trainEds descri bed in
paraqranhs 5 anrl 6 above) shall require or permit any laborer,
mechanic, watchman or quard In any workweek in which he/she is
emploved or. such work, to work in excess of 40 hours in such
workwe'!k unli!ss such laborClr, lIlechanic. workwall or quard
receives compensation a~ a rate not less than one and one-half
tilles his/her base rate of FaY for all hours worked or in
excess of '.0 hours in such workwo1lek.
8. violations: Liability for Unpaid Waqes: Liquidated Dalllaqes:
In tha event of any violation of the claUSe se~ forth in
naraqraph 7, the contractor and any subcontractor responsible
~herefore shall be liable to any affected employee for his/her
unpaid waqes. In addition, such contractor and subcontractor
shall be liabla to the United States (in case of work done
under contrac~ for the District of Columbia or a territory),
for liquirlated damaq<;ls. Such liquidat<ld dalllaqes shall be
comp~tad with respect ~o ea~h individual laborer. mechanic,
watchman or quard employed in violation of the clause set for
in paraqraph 7, in the SUIll of 110.00 for each calendar day on
which such emplo,e~ was required or p~rlllitted to work in
BlCCilSS of the standard workweek of 40 hours lI'ithout payment of
th~ over~im~ w~qes raquired bV th~ clause set forth in
par~qr]. ph 7.
Un1er Sec~i~n IV, r~place Paraqraphs 9 and 10 with the followinq nev
paraqraphs:
9. ii!1:.hhol"inq:
Tha st,ate hiqhwav aqencv shall upon its olin action or upon
writ~en r~qu~st of an authoriZEd r~pr9sentative of the
Department of L'lhor withhold or cause to he withheld froll the
contractor und~r this con~ract or any othar Federal contract
with th'3 sara prille contractor. or any other l'ederally-
assis~~~ contract sub1act to Davis-D~con prevailinq waqe
requlr"lIIents. which is held by the sallie priaa contractor, so
such of thp ~ccru3d paVllents or advances ss Jlay te considered
ne~3ssarv to pay lahorers and mechanics. includinq
apnr~ntice~. trainees. and helpers elllployed by the contractor
or any suhcont ractor the full a aoun t of lIaqes required by the
contract. In the event of failure to pay any laborer.
mechanic lincludlnq apprentlces and traineesl. watchllan or
Quard 9l1ploYQd or worklnq on the site of the work. all or part
of the wl1qes r~QUired by the contract. the State hiqhwav
dQPart~.n~ contractinq offic~r lIaY. after written notice to
th3 nontractor. take such action as lIay bll n.C8SlIary to cause
th. sUHPension of Ilnv further na.,.ent. advance. or quarantee
of funds until such violatiQns haYII ceased.
10. Withholdl~q for unpaid waq.. and liquidated daaaqo.:
Tho statE: hi.,hway aqency IIhall upon its own action or upon
write~n r~que~t of an authorized repre..ntativ8 of the
Oapartlll~nt ot Labor withhold or cau.e to h. withheld. troll any
aonies payabl" Of. account of work pertor:llo1d bV the contractor
.
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or subcontractor under any such contract or any other Federal
contract !litb the sallie "rime contractor. or any other
Federally-assist~d contract sub1ect to th~ Contract York Hours
and Safety Standards Act. which is held bv the saae prille
contractor. ';I\ch sum as aav be determined to be necessary tc
satisfy any liabilities of such contractor or subcontractor
for unpaid waqes and liquidated dallaqes as provided in the
clause set forth in Paraqra"h 8.
Under Section V. Faraqraph 5d. add:
If the contractor or subcontractor fails to submit the required
records or to make thelll available. the Federal aqencv may. after
IIritten notice to the contractor. sponsor. applicant, or owner.
take such actions as may be nacessarv to cause the suspension of
any further payment. advance. or quarantee of funds. Furthermore.
failure tosubllit the require records upon raquest or to make such
records available may be Qrounds for debarllant action pursuant 'to
29 Cf'R 5.12.
On3er Sec'tion VII. It3m No.1. No. 2 and No. 3 are revised to read:
1.. The contractor shall perform Mitb his own orqanization
contract work amountinq to not lass than 40 percent of the
oriqinal t?tal contract price. except that any items
desiqnated bv tha State as "specialtv Items" :ny be perforlled
bV subcontract and the amount of ':lIlV Buell "Specialty Ite.s" so
performed may be daducte1 from the oriqinal total contract
price befor~ computinq the amount of work required to be
performed bv th~ contractor with his own orqanization.
a. "His O!l~ orqanization" shall be cons~rue1 to include onlv
work.~n em~loyed and paid dir~ctlv by the prime contractor
and equipmen~ owner or rented by him. with or without
operators.
b. "Specialtv Items" shall be construed to b~ limlted to work
that tequires hiqhlV s,,~cialized knowl~dq~. craftsmanship
or equipm~nt not ordinarilY available in contractinq
orqanizations qualified to b~d on th~ con~ract as a vhol.
and in qenaral are ~o be limited to minor coaponents of
~he ov~rall contract.
2. In addition to the 40 percent requirement set forth in
paraqrl\ph 1 above. the ccntractor shall furnish (al a
competent GUPQrintendent or foreman wl10 i~ employed bv hill.
who has full au~hority to direct perforaance of the work in
accorr1anc~ with th') con txact requirell~ntR. and vho is in
charqa of all construction operations (reqardl~sB ot who
perforlls th" !lorkl. and (hI such other of his own
orqanizational capabllitv !lnd respor.sibilitY (supervision.
lIanaqement. "n,l enqinlilerinq oervic9s1 as th4 StAte hiqhwAV
department contractinq officer detqrmi~eS is necessary to
assure th~ pnrforll"nce of the contract.
3. Th'l contrAct amount upon which the 40 plrcQnt r'lquirellent set
forth in paraqtAPh 1 io comput9d includes tbe cost ot
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aat",rials and aanufactured'products "..hichare t.O :be purchased
or produc'!d bv :th9 contracter under the co,ntract, 'provisions.
Aaani.eotto Form PR-1273
Bewised Januarv 13, 1986
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
"
DECEMBER 31. 1985
STATE
STATE
STATE
FEDERAL
STATE FEDERAL
RATE RATE
18.45
18.45
18.45
18.45
18.45
18.45
19.45
...
OCCUPATION: BRICKLAVERS AND MARBLE MASONS
LOCATrON: CLALLA~. ISLA~O. JEFFERSON. KING. KITSAP AND SNOHOHISH
C WNT rES.
FRINGE 8EI>EFITS
.16
1.'.7
1.55
.00
$/HR.
$/HR.
$/HR.
$/HR.
A PPREH IC ESHIP
HEALTH AND wELFARE
PENSICN
TOTAL ~OURlY BENEFITS
wAGE RATES
OCCUPATlON
CDCE
GROUP 1
050-J010 8l0CKLAYER
0~0-CC2' 8RrCKLAYER
050-0110 CAULKER
050-0100 CLEANER
050-C130 MARBLE MASCN. STONEMASON
050-C030 TLCKPDINTER
OCCUPAT teN
OESCRI PT ION
GROUP Z
050-0040 FCREHAN
UTHER
;) 50-90 1(1
STATE: OVERTIME-ALL HCURS ~OHKEC IN EXCESS OF
8 HOURS PER DAY OR 40 HOURS PER WEEK, MONDAY
ThROUGH FRIDAY. AND ALL HOURS .ORKED UN SATUR
DAYS SHALL BE PAID AT ONE AND ONE-HALF TIMES
Tr.E REGULAR RATE OF PAY. ALL HCURS WORKED GN
SLNDAVS ANC HOLIDAYS SHALL BE PAID AT OOUULE
T~E REGULAR RATE OF PAY.
HCLIDAYS: I>ew YEAR'S DAY, ~E~GFIAL DAY.
FCURTH OF JULY" LABOR CAY. THA~KSGIVING DAY,
ThE FRIDAY AFTER T~ANKSGtVING CAY AND
CHRISTMAS CAY C71.
"
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o 50-9C15
JEFFERSCN CCUI>TV ROAD
U~F.ETS RIVER eRIOGF.
11"101034
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DECEMBER 31. 1985
PkEVAILINu MINIMU~ HOURLY ~AGE RATES
UCCUPAT ION: RRICKLAYEkS At.D '1ARIRE MASONS
LUCATIUN: CLALLA~, ISLA~U. JEFFERSCN. KING. KITSAP AND SNOHOMISH
CCUNT JE S.
OTliER
05C-9(20 S TATE: APPJ<ENTICES RATES
1ST 70e HOURS 401 7.48
2ND " .. 55l: 10.15
::>RD .. .. 55:1: 10.15
4TH " .. 601 11.11
5TH 1:U 12.92
6TH .. AO:C 14.76
050-9C21 7TH " .. 951 17.53
JEFFERSCN COU~TY ROAU
CLFEfS RIVER BRIDGC
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HWY-R32320-AA
OCCUPATION: CARPENTERS
PREVAILING MINIMUM HOURLY hAGE RATES
DECEMBER 31. 1985
LOCATION: CLALLA~. GRAYS ~ARBOR. ISLANO. JEfFERSON. KITSAP. LEWIS. MASON.
PACIFIC (THAT PCRTION NORTH OF THE WAKIAKUM COUNTY NORTHERN
BCUNUARY EXTENCEO DUE WEST TO THE PACIFIC OCEANI. PIERCE. SKAGIT.
SNOHOMISH. THURSTON. AND WHATCO,", COUNTIES.
FRINGE BEHFlTS
APPRE/I nCE SHIP
HEALT~ AND WELFARE
PENSION
TOTAL HOURLY BENEFITS
WAGE RATES
OCCUPATION
CODE
010-0C10
070-002:)
010-003:>
010-004)
010-006)
070-CI00
070-007')
070-0140
070-0150
070-0160
070-0110
070-0250
070-0260
070-0210
070-0300
070-0310
070-0330
070-0340
.06
1.50
1.40
2.96
$/HR.
$/HR.
$ /HR .
$/HR.
OCCUPATICN
OESCRI PT ION
ACCOUSTICAL FOREMAN
ACCOUSTICAL WORKER
BeCM MAN
BRIDGE. DOCK AND WHARF BUILDER
CARPENTER
CARPENTER - WORKING BURNED. CHARRED.
CREOSOTED OR TREATED MATERIAL
CARPENTER FOREMAN
DRYWALL APPLICATOR
FLOOR FINISHER
FLCCR LAVER
FLOOR SA/lOER
PILEDRIVER
PILEDRIVER FOREMAN
PILEDRIVER FOREMAN - CN POkER RIGS WHILE
DRIVING AND/OR PULLING PILING
SA" FILER
SHINGLER - WOOD AND COMPOSITION
STATIONARY PO~ER SAW OPERATOR
STATIONARY POWER WOCDwORKING TeOL OPERATOR
JEFFERSON CDUIITY ROAD
CLEfTS RIVER BRIDGE
a/ok'H4
PAGE 3
..
STATE
RATE
111.48
17.48
17.52
17.32
17 .42
18. 32
17 .32
17.45
17.45
17.4!1
17.52
1 B. 57
18.87
11.45
17.45
17.45
17.45
ST ATE
STATE
STATE
FEDERAL
FE OI:RA L
RATE
17.52
1 7.32
17.42
1 7. 52
1 7.45
17.45
1 7.45
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liWY-R~232o:l-AA
PREVAILING HINIMU~ HOURLY kAGE RATES
CECEMBER 31. 19B5
,1(.CUPATION: CA~PENTERS
LOCAT!~N: CLALLA~, GRAYS ~ARBCR. ISLAND. JEFFERSON. K1TSAP. LEWJS. MASON.
PACIFIC (THAT ~ORTION NORTH OF THE WAKIAKUM COUNTY NORTHERN
BCUNUARY EXTE~CEO DUE WEST TO THE PACIFIC OCEAN). PIERCE, SKAGIT,
SNOHUMISH, THURSTCN. AND kHATCCM COUNTIES.
OTrlER
010-S210 STATE: OVERTIMf:-THE fIRST 2 HOURS IN EXCESS
CF 8 HRS./OAY. MONDAY THROUGH FRIDAY. AND THE
F!~ST 1~ HCURS wURKED ON SATURDAYS SHALL BE
PAID AT 1 1/2 TIMFS THE REGULAR RATE OF PAY.
ALL OTHER OVERTI~E. MCNDAY THROUGH SATURDAY.
A~C ALL ~CURS WDRKEC SUNDAYS AND HOLIDAYS
S~ALL BE PAID AT DOUBLE THE REGULAR kATE OF
)10-<;211 PAY.
JEFFERSON COU~TY ROAO
C~EETS RIVER BRIDGE
84WG34
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HwY-R3232!l-AA
PREVAILING MINIMUM HOURLY wAGE RATlS
DECEMBER ~1. 1~85
OCCUPATIUN: CEMENT MASCNS
lOCATIUN: ClAlLA~. GRAYS HARBOR. JEFFERSCN. KING lTHAT PORTION SOUTH Of
AN EAST-WEST lI~E ON 190TH ST. S.W. WHERE IT STARTS AT THE PUGET
SCUND AND EXTENCS EAST TC THE CCUNTY liNE). KITSAP. lEWIS. MASON.
PACIFIC lTHAT PCRTION NORTH OF wAHKIAKUH COUNTY NORTHERN BUUNOARY
EXTENDED wEST TC THE PACIFIC OCEAN). PIERCE AND THURSTON
CCUNTIES.
FRINGE BHEFI TS
HEAlT~ AND wELFARE
PENSICN
TOTAL HOURLY BENEFITS
TRAINING FUND
1.60
1.75
3.45
.10
S IHR.
S IHR .
S/HR.
S/HR.
WAGE RATES
OCCUPATlI1N
CCDE
OCCUPATION
DESCRIPTION
STAre
RATE
GROUP 1
090-0260
':>90-(211)
090-0240
090-0230
090-0220
090-0250
APPLICATION OF SEALING CCMPCUND
CCNCRETE PAVING
Cl;RB ANC GUTTER
ClRING ceNCRETE
PATCHING CCNCRETE
SIDEWAlKS
17.B6
17.86
17.86
17.66
17.86
17.86
GROllP lA
090-GOl? CEMENT MASON - DUILCING GENERAL
GRUUP 2
~90-C330 APPLICATION OF UNOERlAYMENT
~qO-03SI) CG~PUSITION MASTIC
090-C310 FINISH CClCRED CONCRETE
090-0C75 GRINDER. HAND POWERED
n90-~311) Gl;NITE NOlllF.MAN
090-0290 PChER TeelS (GRINDERS AND ALL CTHERSI
09Q-OIQO POwER TROftEL MACHINE
17.86
18.11
18.11
18.11
18.11
18.11
18.11
19.11
G~UllP 2A
JEfFF.RSCN COU~TY kOAO
CLEETS RIVER ARIOGE
84101034
PAGE 5
.
STATE
STATE
FEDERAL
STATE
FECERAl
RATE
17.66
16.11
16.11
18.11
18.11
18.11
18.11
16.11
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HWY -R32 ~2 a-AA
PREVAIL ING MINIMUM HOURLY "AGE RATES
OECEMB'BR 3i~ i~85
.qCCUPATlfiN: Cc"lEI\T MASCI\S
-LOCATION~ CLALLAI'. GI<AVS ..ARdOR. JEFFERS&.;N. i<lNG ~ f/+'AT P~Rll0N 'SOUTH OF
A" EAS1-wEST L1t-E ON 190TH ST. S.W. WHERE IT sniRfSAT T'HE PUGH
SCUlIID AND EKTEiWS EAST n, THE Ct:UNTV LIN-E) .l<lTSA'P. !Llft/'IS, HASON.
PACIF IC 1T",/lT PCRTlON NORH-- OF ..AHI< IAKUMCOU,~TY 'NORTHERN BOUNDARY
EXTE~OED wEST TC THE PACIFIC OCEAN). PI~RCE A~D ~HURSTON
CCIJNTIES.
",AGE RATfS
.- ,-
OCCUPATION OCCUPATION STATE FEOERAL
COC!: DESCRIPTION RATE R'ATE
GROUP 2A
090-0280 C(NeRETE SAil (SELF POIoEREOI 18.11
090-1:360 EPOXY 18.11
090-027" PUST IC 18.11
090-C300 SANDBLASTING ARCHITECTUAL FINISH lS.l1
090-0320 TLNNEL WORKERS 18.11
GROUP 3
J90-0340 TRCilEL MACHINE ON COLCREO SLABS, 19.36 18.11
CC"POS n ION OR KALMAN FLOORS
JEFFERSCN COU~TY ROAD
~~EETS RIVER BRIDGE
84W03lt
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HWY-R32320-AA
PREVA1LING MINIMUM HOURLY ~AGE RATES
DECEMBER 3L. 1985
OCCUPAT ION: FENCE ERECTCRS AND FENCE LAl:IORERS
LOCATION: CLALLA~. GRAYS ~ARBOR. ISLAhD. JEFFERSON. KING. KITSAP, LEWIS.
~ASON. PACIFIC (NORTH OF WAHKIAKU~ COUNTY NORTHERN BOUNDARY
EXTENOEC DUE ~EST TO THE PACIfIC OCEANI. PIERCE. SKAGIT.
SNCHD~ISH. TH~RSTON. WHAlCOM COUNTIES. AND YAKI~A CUUNTY (THAT
PCRTI0~ LYING WEST OF THE 120TH MERIDIANI.
FRINGE BE~EFITS
TOTAL HOURLY BENEFITS
3.43 S/HR.
FEDERAL
WAGE RAHS
OCCUPAT ION
COCE
l50-COI0 FENCE ERECTOR
250-0020 FENCE LABORER
-'
OCCUPATICN
DESCRIPTION
STATE FEDERAL
RATE RATE
I
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13.00
10.95
"
,
8.40
J~FFERSON CCU~rY ROAD
ClEETS RIVER BRIDGE
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PREVAILING MINIMUM HOUR LV _AGE RATES
.,
OECE~8ER 31. 1985
LOCATION: CLALLA~. GRAVS ~ARBOR. ISLA~O. JEFFERSON. KING. KITSAP. LE~IS.
MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN 80UNUARV
EXTENDED DUE kEST TO THE PACIFIC OCEANI. PIERCE. SKAGIT,
S~OHOMJSH. THURSTCN. WHATCDM COUNTIES. AND YAKIMA COUNT V (THAT
PCRTIO~ LYING WEST OF THE 120TH MERIDIAN). '
FEu I:. STATE
STATE FEDERAL
RATE RATE
10.78
10.78
..
OCCUPATION: fLAGGERS
FIlI.~GE BEMFI T5
TOTAL HOURLY BF.NEfITS
3.~3 S/HR.
WAGE kATES
oceUPAT ION
CODE
260-COD FlAGl.H:P.
260-ce20 FLAGMEN
OCCUPATICN
OEseRI PT ION
OTHF.R
l60-9010 STATE: OVERTIME - ALL HOURS ~ORKED IN EXC~SS
OF 8 HOURS PER DAV Oil 40 HCURS PER WEEK SHALL
BE PAID AT ONE AND ONE HALF TIMES THE REGULAR
RATE OF PAY.
260-926Q FEDERAL: FCOTNCTE "C": REDUCED RATES AS IN-
DICATED IN THE WAGE DECISION HAV BE PAI~ ON
PROJECTS w~ICH HAVE A TOTAL VALUE OF LESS
T~AN 53.coo.noo. EXCLUDING THE COST OF ELEC-
TRICAL. ~~CHANICAL, AND UTILITIES. UTILITIES
I~CLUDE S~NIT~RV AND STORM SE~ERAGe AND
F~CILITIES FOR THE CELIVERV OF WATER,
26Q-9261 ELECTRICITV. GAS. A~D COMMUNICATIONS.
JEfFfRSCN COU~TY ROAD
CuEETS RIVER BRIDGE
84w034
PAGE
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PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPAT ION: IRONliORKERS
LOCATION: STATEhlDE
FRINGE BEt\EFlTS
APPREfiTlCESHIP
HEALT~ AND WELFARE
PENSICN
TOTAL HOURLV BENEFITS
.,AGE RATES
OCCUPAT [ON
ceDE
330-0010 BURNERS
330-0100 FCRMAN
330-0110 GENERAL FCRMAN
330-0005 IRCNWORKERS
330-C040 CR~AMENTAl
310-0050 REINFORCING
330-0060 RIGGERS
330-Q080 S'RUCTURAL
330-CC9Q WELDERS
.20
2.36
2.15
4.11
OCCUPATION
DESCRIPTION
OTHER
S /HR.
$/tIR.
$/HR.
$/HR.
330-901U STATE: OVERTIME-THE FIRST 2 HOURS IN EXCESS
OF 8 HOURS P~R DAY. MCNOAV THROUGH fRIDAV.
At\O THE FIRST B HOURS ON SATUROAY SHALL BE
PAID AT C~E AND ONE-HALf TIMES THE REGULAR
RATE CF PAY. ALL OT~ER OVERTIME HOURS AND ALL
HCURS kORKfC UN SUNDAYS AND ~OLIDAYS SHALL BE
PAID AT DCUBLE THE REGULAR RATE Of PAY.
JEFfERSON CUUNTY ROAD
CLEfTS RIVER 8RIUGf
B4WOl4
"AliE 9
'.
DECEMBER 31. 1985
STATE
STATE
STATE
FEDERAL
STATE FEDERAL
RATE RATE
J.8.26
19.76
20.76
18.26 18.26
Id.20
18.26
18.26
18.20
J.8.26
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I'REVAILING MI'I\iI"'U'" HOU.RLY ioiAG,e RA.TES,
nCCUpHI!1N: LAUOREI'S
"
UEC.EH-d',ER 3,Ji.. 1198,5,
lIJC,1TIUN: CL,1LlA~. GRAYS !-ARBOR. ISLAND. .!EffERSO/IL. IUiJllG. K:LllSAP,.. LEdS,.
"ASON. PACIFIC (NORTH OF W,1HKIAKIJ,I' COUNTY, lIWR"llHER,N, B.CUNDARY
EXTENDED UUE ..~ST TO THE pACIF rc D,CEANI. P'lERCE, SKAGit..
S~OHuMISH, THURSTUN AND WHATCCM COUNTIES.
FIlf.'JGE flE~EF IT S
HEAlT!- AND ..ELFARE
PENSICN
TOTAL HUUI'LY ~t~EfITS
TRAIt\ING fl..NIJ
1.75
1.55
3.43
.13
S fHR.
S/HR.
$/HR.
S/HR.
WAGE RATES
DCCLJpA T ION
ceCE
OCCUpA T I ON
oeseR I 1'1 ION
GkOlJp 1
~50-7100 wINDOW CLEANER
GROUP 2
350-0C90 BATtH wEIGHMAN
350-C460 C"US!-ER FEEDER
350-1260 plLCT CAP
350-1e70 'TCOLRUD", MAN (AT JOB SITEI
,GRUUp 3
35~-CCRO BALLAST REGULATUR MACHINE
J50-C240 CARPENTER TENDER
350-0270 CE"ENT FINISHER TENCER
150-0:310 CHIPPER
350-C340 C!-UCK TE~DER
350-0351 CL EAN-Up L IIBORER
35C-C390 CCNCPETE FOR" STRIPPER
350-C470 Cl..AINU CCNCRETE
l50-0520 DEMOlITICN. WRECKING AND "oVING lINCL.
CHARRED MATERIALSI
350-C11J EPCXV TECHNICIAN
]50-Ce1~ GIIBIUN "IISKET BUILDER
l50-celO GE~ERAL LA~r.RF.R
J5J-Je60 GRINDERS
JEFFERSCN CUU~fV ROAO
Ill.EETS RIVER RIlJDGF.
P.4W034
PAGE
10
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STAtE
SlA 1E
FeDERAL
STATE
STAtE FEDERAL
RUE RATE
8.46 8.46
1110 78 10.78
10.7B 10.78
10.78 10.78
10.78 10.7B
14.96 14.96
14.96 14.96
14.96 14.96
14.96 14.96
14.96 14.96
14.96 14.96
lIo.96 14.96
14.96 14.96
14.'i6 14.96
14.96 14.96
14.96 14.96
14.9/1 14.96
14.96 14.96
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PREVAILING MINIM~M HOURLY "AGE RATES
DECEMBER 31. 1985
~CCUPATION: LAUORERS
L8CATIUN: CLALLA~. GRAYS ~AR80R. ISLAND. JEffERSON. KING. KITSAP. LEWIS.
~ASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE wEST TO THE PACIFIC CCEANI. PIERCE. SKAGIT.
SNOHOHISH. THURSTON AND WHATCCM COUNTIES.
WAGE RATES
OCCUPAT ION
ceee
OCCUPA T I eN
DESCRIPTION
STATE FEDERAL
RATE RATE
14.96 14.96
14.96 14.96
14.96 14.96
14.96 14.96
14.96 14.96
14.96 14.96
15.44 15.44
15.44 15.44
15.44 15.44
15.44 15.44
15.44 15.44
15.44 15.44
15.44 15.44
15.44 15.44
15.44 15.44
WHEN 15.44 15.44
AND
GROUP 3
350-1370 PCT TENDER
350-1390 PCwOER~A~ HELPER
350-1765 STAKE HOPPER
350-1A80 TOPMAN - TAlLMAN
350-1~40 TUGGER OPERATOR
350-2030 VIeRATING SCREED lAIR. GAS OR ELECTRICI
GROUP 4
350-JC5) ASPHALT RAKER
350-0250 CE~ENT DUMPER - PAVING
350-C420 CCNCRETE SAW OPERATCR
350-(650 DRILLER - kAGUN AND AIR TRACK OPERATOR
350-077.0 FALLER A~C BuCKER - CHAIN SAW
350-ce40 GRADF. CHECKER AND TRANSIT ~AN
350-095G HIGH SCALER
350-C~BO JACKHAMMER
350-1090 MANHOLE BUILDER
350-12J) NClZLEMA~ (CON'RETE PUMP. GREiN CUTTER
USING co~aINATION Of ~IGH PRESSURE AlP
WATER ON CCNCRETE AND ROCK. SAND~LAST.
GUNNITE. SHOTCRETEI WATER BLASTER
350-1256 PAVEMENT BRFAKER
350-1315 PIPE RELINER (NOT INSERT TYPEI
350-12B~ PIPELAYER ANO CAULKER
350-1485 RAILROAD SPIKE PULLER IPCRE~1
3~O-1153 SPREADER ICONCRETEI
J50-1750 SPkEADER - CLARY POWER Ok SI~ILAR TYPES
350-1841 TAMPEk I~ULTIPLE ANt SELF PROPELLED I
35C-187.0 T~MPER AND SIMILAR ELECT~IC. AIR ANO GAS
CPE~ATED TCGLS
J50-IE65 TI~BER~A~ - SERER CLAGGER. SHCRER, & CRIBBERI
15.44
15.44
15.44
15.44
15.44
15.44
15.44
15.44
15.44
15.44
15.44
15.44
15.44
15.44
15.44
15.44
15.4"
15.44
JEfF~RSCN COU~TY ROAD
'LEErs RIVER BRIOGE
e4WOJ4
PAGE 11
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PR~VllllINr, MINIMU~ HOURLY hAGE RATES
DECEMBER 31. 1985
UCCUP,\T IUN: lArlUilEHS
LUCATION: ClALLA~. GRAYS ~/lRBOR. ISLAND. ,JEFFERSON. KING.KITSAP.LEIoIS.
"/lSUN. PACIFIC. 'RTH OF wAHKIAKUI' COUNTY NORTHERN BOUNDARY
EXTENDEC ~UE ~EST fO THE PACIFIC OCEANl. PIERCE. SKAGIT.
St.lrHJMISH. THlRSTOi~ AND WHATCC!' COUNTIES.
WAGE P.1l Tt: S
OCCUPAT llJr~ CCe. UPA T I GN STATE FEDERAL
CCCE D ESCR I PT ION RATE: RArE
GROUP 4
350-1<;05 HACK LillER (POWER I ,15.44 15.44
35'1-2001) VIBRATOR 15.410 15.44
350-2C~J ~ELl-PGII\T MAN 15.410 15.44
GROUP 5
35C-C200 CAlSSlN \olORKER 15.80 15.80
350-1110 M INEI< 15.80 15. 80
350-13811 P(i>OERMAN 15.80 15.80
350-1500 RE-T11'BEPMAN 15.80 15.80
OTHER
35'1-<;010 STATE: EFFECTIVE 12/1/84 OElETE THE CLASSIFI-
CATION OF CLEANING LAaCRER FROM GROUP 1 AND
Ace IT T( GROUP 3.
}50-~355 STATE: CvERTIME: ALL hCRK PeRFORMED IN
E~CESS CF 8 HOURS IN A/l.V ONE DAY OR IN EXCESS
OF 40 HUURS IN A~V C~E WEEK, HCNDAVTHRUUGH
SATUR~AV. SHALL 8E PAlO AT o,.,e AND ONE-HALF
TIMES THE EMPLOYEES REGULAR RATE.
350-Q356 STATE: OvERTIME: ALL WORK PERFCRMED ON
SU~D^YS AND HOLIDAVS SHALL BE PAID AT Twe
TIMES THE EMPLOYEES REGULAR RATE.
WCPKI~G FUPEMAN: 50 CENTS PER HOUR ABOVE THE
HIGH~ST ClASSIFICATIC~ SLPERVISEO
JEFFERSON GOU~TV ROAD
CUEETS RIVER eRIDGE
94h034
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PREVAILING MINIMUM HOUkLVWAGERATES
.DECEMBER31.1 'ia5
OCCUP.AT ION: ,LABORERS
LOCATIUN: LLALLA~. GRAVS "ARBGR. ,ISLAND. ,..JEFF.ERSON. Kli'lG.KITSAP. ,LE~IS.
M,IISON. PACIFIC (NORTH OF .WAHKlAKUM CUUNTY NORTHERNBGUNDARY
EXTENDED QUE ~EST TDTH,E 'PACI FIC CC,EAN I. P tERCE. '.SKAG IT.
Sl\OHOM ISH. THURSTON ,IIND ltHATC,CM COUNTIES..
OTHER
350-9450 F,EIJERAU FCOTNOT,E"-C": RE.GUCEO RATES ASI,~-
IJ.lCATEO BELOW "'AV.eE PAUl ,eN' PROJECTSWH,ICH
HAVE A TCTAL VALUE OF ,L.E.SS -THAN c$3.:000.000.
,EXCLUDING :THE ceST .CF ELECTHLC,IIl. MECHANICAL.
AND UT,IL1T1ES. UTI.UT,IES _INC.lUQ,E ,SANITARY AND
S TGRM SEwER,IIGE ANOFAClll'T IE.SFORT/1E ,DE-
,LIVERY OFioATER. GAS AND CO"'"UNICAT IONS.
350-9451 GROUP I 8.46
GHOUP 2 ,10..7,8
GROUP :3 12.69
GROUP 4 .13.20
GROUP 5 l3.40
JEFFERSCN COUl\TV RUAO
'LEETS RIVERDRIOGE
84""O:l4
PAGE 13
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H..JY -R 32 37. O-~A
PREVAILING MINIMU~ HOURLY ..AGE RATES
DECEMBER .H. .1<J85
~.
J
I
j
j
i
OCCUPATIUN: MASO~ TcN~ERS. HOD CARRIERS AND HCRTARMEN
lOCATION: CLALl A~. GRAYS "'ARBOR. I SLAND. JEFFERSON. KING. KITSAP. .LEklS.
~ASON. PACIFIC (NORTH OF WAHKIAKU~ CCUNTY NORTHERN BOUNDARY
EXTENDED DUE IoEST TO THE PACIFIC CCEANI. PIERCE, SKAGIT,
S/IoUiUMISI-i. TH(;RSTLJI~ AND ..HATce/! COUNTIES.
FRINGE BE~EFITS
ilEAL I" ANtJ IoELFAKE
'>ENSIeN
TOTAL HOURLY BENEFITS
TRAI~ING FUNO
1. '75.$/HR.
1.55 $/HR.
3.43 S/HR.
.. 13 $ IHR .
STAre
S T AT,E
FEDERAL
STATE
WAGE RATES
fJCCUPAUON
ceeE
OCCUPATlCN
DESCRIPTION
STATE FEOERAL
RATE RATE
430-CCI0 Heo CARRIER
43U-OC20 ~ASONTE~UER
430-CC30 ~CRTARMA~
15.44
.15.44
.15.44
,15.44
15.44
OTHER
430-<;430 FECERAL: FCCTNOTE "C": A RECUCED RATE OF
$13.20/HR. MAY BE PAID ON PRCJECTS WHICH HAVE
A TUTAL VALUE OF LESS THAN ~3.000.0oa, EX-
CIU[;ING THE CUST OF elECTRICAL. MECHANICAL
A~D UTILITIES. UTILITIES INCLUDE SANITARY AND
STORM SEhERAGE AND FACILITIES FOR THE DE-
LIVERY OF ~ATER. ELECTRICITY~ GAS AND
430-<;431 COMMUNICATIONS.
JEFFERSC~ COU~TY ROAD
~LEETS RIVER ARIDUE
I..
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841or:lV.
.
32:'" Ie
PAGE 14
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HWY-R3232C-AA
()CCUPAT,ION: PAINTt:RS
.
.
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PREVA ll.lr.c; MIN.lMUIoI HOURLY IIAGE .RATES
. ,
DEC,EMB,ER,3.1. .1985
LOCATION: ClALLAfoI. GRAY,S t-AR80R. JEFFERSC", AND ,PAClflC (NORTH CF
IIAHKl.AKUM ,COUt\TY'S NORTH,ERN.BDUNDARY ,DUE WEST TU THE PAC,IF,IC
CCEAN) CCUNi:l:ESA
F RING [; BE I\EF.1'T.5
APPRENT.ICEShl P
H,EA.nt-AND IIElFAR E AND DENTAL
P,ENS:lCN
TOTAL HOURLY Il,ENEF,nS
WAGERATE.S
.00
.00
..00
.2.72 $/HR.
OCCUPAT,ION
CCU.E
CiCCUPA U,CN
DESCRl PHON
BR,IDGE
BRUSH. JCURNEYMAN
FCREMAN
1":Jl,sTRI AL PAl NT.ER
P.AINTER
PIIPER HANGER
RULEl<
SANDBL A STPOT-TENOER
SP~AY RAlE
STEAM CLEANING
SlEEL
STEEPLES
TCllER S
.1 ex I CMA TE r< IAL
.450-0.03'
450-.00BO
450-0.1,1')
450-C150
450-0,110
450-0.18J
450-0221)
450-,025.0
4'50-0,260
450-C280
450-C 29 ,l
45C-C300
..50- C370
450-0380
OTHER
450-5.0,10 SlATE: OIlERTIME -ALL ,1I0RKPERFORHED ,IN
EXCESS OF 8 HOURS ~ERCAY CiR40 HOURS PER
WEEK SHALL RE PAID AT ,eNE AND ~NE-HALF TJ~ES
THE REGULAR RATE OF ~AY.
ALL WCRK pERFORMED eN HDllCAYS ,SHALL BE PAID
.
JEFFERSCN COUNTYRDAC
QUEETS RIVER eRIDGE
8"WO~"
P AGl: 15
~ ,1, U" €f --~l~:A~;Y\i:=~i':':;'!":'.l\S!l
FEDERAL
F,ED.ERAL
FEDERAL
F.EDERAL
STAT.E
RAH:
FEDERAL
RATE
,12.50
,13.,25
11 ~ 64
11,.24
12.5C
,13.00
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PREVA I.L1NGMlNI.MlJI" HOUR1.Y JoiAG,E ~UTES
OCCIJPAT I[N: POwE,REQUIPMENT OPERAiCRS
, ,
DECEOf8ER31.. 1985
LOCATIlJN: CLAllA". G~AY,S "ARBOR. ISl,IIND. .jEFFERSON.KING. K,nSAP,. LE~US.
/'lASUi~. PACIFIC INtJRiH OF WAHK,IAJ<UfI ,COUNTY ImRTH,ERN ,80UNDARY
fllTt:NOE,Q UUEilEST TO THE PACIF.1C OCEANJ. PIERCE. ,SKAGlT..
SNUrlUMI,tt. THURST.CN A"D ilHIlTCCM CCUNT.1.ES..
FRIN"e tlEII,EF.1 T.S
tiEALH- .JlrW wELFAR.E
PENSIC"
TOTAL HLlURL V RENEfIl,S
TRA.Il\Il\G FUND
1.95
2.00
4.16
,.21
$/HR.
$/HR.
$/HR.
$,/HR.
wAGE RATE S
OCClfPAT ION
ccef
OCCUPA'T I GN
.DESCRIPT ION
GKOUP ill
510-550:> C/>lANE 10~ TOl'\S AND CVER OR 200 Fi Of IlOOM
IIICLUD.1NG JIB AND ~VER
510-!!05 LCADER. e VAMOS AND UVER
510-55,10 St-OVELS JlNC ATTACHMENTS. 6 YARDS AND OVER
GROUP 1
510-5515 CAIlLEwAYS
510-5520 CRAN( OVER 45 TONS AND UP TO .lOa TONS OR
OVER 150 F' Cf BCOM J/>.CLUDIIIG ~J8
~10-5!35 HELICOPTfR wiNCH
510-5545 LCAUER. CVERHEAO 6 YMUS UP TO 8 YARDS
510-5565 l.lLAO 9 AMI S IM.1LAR. 0-10 /1,.,.0 tiO-41
570-5540 REMOTE CCNTROL OPERAtOR. ETC.
57D-5!2~ RCLLAGUN
570-5~60 SCHAPERS. ~ELr-PROPELLED .5 YARDS AND OVER
!i1fJ-5550 SHOVELS. HACKHces OVER" YAIlC,STO 6 YAROS
570-5!55 S~IPFCRM PAVERS
570-5530 TO~ER CRIlNF
GRUUP 2
570-5~75 UU~P CUTTER
')10-55'10 CHIPPI:R
570-5570 CCNCRETE UATCH PLANT OPERATOR
JEFFERSON COU~TY ROAD
~LEeTS HIVER eRIDGE
111,10034
PAGE
16
\- -.
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".~I'.(~
-- -....
s r AT,E
STATE
FEDeRAL
STATE
STAT E F.EO,ERAL
RAT,E RATE
18.73 18,.13
18.1.3 18.13
18.13 18.73
,18.23 l8.23
18.23 18.23
18.,23 18.23
l8..i!3 18.23
18.23 18.23
16.23 18.23
18.23 18.23
18.23 18.23
18.23 18.23
18.23 18.23
18.23 J.8.23
11. 19 1 7.19
11.79 17.79
17.79 J.7.79
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t-IWY-R3,2320-AA
PREVAILING MINIMUM ~OURLY ftAGE RATES
, ,
DECE~BER 31. 1985
ac CUPAll ON:: POW.ER HIUIP,.ENT OPERATCRS
LOCATIUN:: CLALLAf'.. GRAYS "ARBOR. ISLAND. JEFFfRSGN. KING. KITSAP. L.EIoiIS..
"'ASON.. PACIFJC INOR1'tl UF WAHK,lAKUfoI COUNTY NORTHERN aOUNUARY
EXiENDE:D DUE MEST TC THE PACIf.tC CCEAN)., PIERCE., SKAGtT.
Sr.OH0Il41SH.. 1'HURS1'CN AND jjHATCCH .COUNTIES.
loIAGE RAiES
OCC.UPAJ ION
CODE
GROUP ,2
CCC,UPATtON
OESCRl PT ION
570-5~ao CRANES. 20 'TONS THRU 45T(IIS
570-5~95 C~USHE~S
57.0-5bOO Dt:RRlCK
570-51::0511RILLING MACHINE
-570-561;) of IN.I:SHIN G MACl-lINf
-570-5585 tlVDRAL.lF1S
-570-561:5 LeADERS. OIlEllHEAO UIIOER 6 YAReS
570-5625 ,HECHAN,ICS. AU.
570-5635 MIXERS. ASPHAL1' PLAI'\T
57.0-5640 MCiORPA TReL GRADERS - F JNISHtNG. BLUe-rUPS.,
PULLJNG .SLe1'ES. anCHES. ETC.
570-5650 PHt:DP.lVEll
:57()-5645 PUMPT~UCK MGUNT,ED CONCREiE 1'U,",P l,jJTH aOCM
ATTACHMENT
:570-5t75 SCRAPERS. SELF-PROPfLLED UIIDER 45 VARDS
:570-5655 SCREED MAN
'~70-56M) SHII,ELS. BACKHCcES '3 VAROS A'" UNDER
:510-5665 SL.B-GRAOER- TRlfolMMER
'570-56BO TRACTOR. 60 HP AND eVER., BACKHOE AND ATTACH.
:510-5670 TllACTOllS. eACKHOE
GROUP 2A
51"1-5630 LEADIoIAN "ECHANIt: - SO.30 OVl:R MECHANIC
~70-5620 LeCCMCTIIIES. ALL
[;ROUP 3
570-56~5 A-FRAME CllANE
570-5<:85 BReOMS
570-5735 ,CCNCRETE PUMP,S
570-5105 Ce~IIEVORS
JEffE~SCN COU~TY RUAU
'L.EETS PIVER eRIOOE
84..034
PAGE 17
STATE f'ECERAL
RAiE RAT.E
11.79 11.79
17.79 11.79
17.7~ 17.79
17.79 17.79
17.79 17.79
l'1.79 17.79
17..79 1 7. 19
17.19 17.19
17.79 17.79
17.79 11.79
17.79 17.79
17.79 1 7.79
17.79 17.79
17 .79 17.19
17 . 79 17.79
1 7.19 17.79
17.79 17.79
11. 79 17.79
17.79
17. 19
17,.43 17.43
11.43 17.43
17.4J 17.43
11.4J 17.43
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tlWY-R323?0-AA
PREVAILING MINIMUM HOURLY ~AGE RATES
OCCUPATIC~: PU~EP E~UIP~E~T OPEPATCPS
DECEHBER 31. 1985
L!lCATIUN: ClALLA~. G~AYS ~ARBDK. ISLAhD. ~EFFERSON. KjNG. KITSAP. LEWIS.
~ASU~. PACIfIC (NORTH Of ~AHKIAKU~ COUNTY NORT~ERN BDUNDARY
El<TENCEO DUE IoCST TOTliE PACIfIC CCEAN). PJERCE. SKAGIT.
SNUHUl" I SH.TtiURSTON At.() 1011J1TCCM COUNT JES.
WAGE RATES
OCCUPA T ION
CCOl
(CCl/PATtON
iJESCRIPTIOt.l
GRUUP)
510-5100 CRAhES. LP TC 20 TO~S
?71)-5~9,) DeZEKS. C-<; AND UNDER. YO-YO. PAY DOLER
57/)-577') DRIVER C~ TRUCK CRA~ES OVER 45 TONS
570-5165 E~LIP~ENT SERVJCE E~GINEER
570-572~ fLKK LJFTS
57~-5710 HeISTS. JlIR TUGGERS. ETC.
510-5115 LeADERS - ELEVATING TYPE
570-57?5 ~CTCR PA1PCl GRADER - hUN-FINISHING
571)-513') Ml;CKING ~ACHJNE.. ETC.
570-5740 RCLLER!. ON PLANT. RCADMIX OR ~ULTILlfT
,""ATfRlALS
57a-~14' SAWS. CO~CRETE
570-5750 SCRAPERS - CARRY ALL
570-57')5 SPREADERS. eLA~ l<NOX. ETC.
57"'-~77Jj TRACTOR. 60 HP A"D UND,ER~ eACI<HOE AND ATTACH,.
,70-576~ TRENCHJNG ~ACHINES
(:;ROUP 4
510-5795 ASSISTA~T ENGINEERS
57U-5620 CC,",P~ESSCRS
~70-579J CJL DISTPf~UTORS. 8LOWERS. E~C.
570-5785 OILER DPIVER ON TRUCK CRANE Lo5 'TCNS AND UNDER
570-5800 P~VcMENT UREAKER
570-58'5 PCSTH~LE UIGGER. MECHANICAL
51C-5810 PG~ER PLANT
510-58lj P~~PS. _~TER
570-5780 RCLLER. CT~fR THAN PLANT RCAD ~IX
570-5815 ~~EEL TR~CTORS. FAR~ALl TYPE
GROUP 5
JEFfERSCN CCU~TV ROAD
Q~EETS RIVE~ PRIOGE
8~Ii034
PAGE HI
STATE FEDERAL
RATE RATE
11.43 17.43
17.43 17.43
17 .43 17.43
17.43 17~43
11.43 17.43
11.43 17.43
11.43 ~ 7 .43
11.43 17.43
17.43 17.43
17.43 17.43
11.43 17.43
17.43 17.43
17.43 11.43
J.7 .4.3 17.43
11.43 17.43
11.13
17.13
17.13
11.13
11.13
17.13
17 .13
11.13
11.13
11.13
17.13
11.13
17.13
17.13
11.13
17.13
17.13
17.13
17.13
11.13
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PR€VAILIN~ MINIMUM HOURLY .AGE RATeS
OCCUPATICN: POWEP EQUIP~E~T OPEPATCRS
DECEM~ER 31. l~ij5
LOCATIUN; r.LALLA~. GRAYS ~ARBOR. ISLAND. JEFfERSCN. KING. KITSAP. LEnIS.
I'ASUN. PACIFIC (NORTH UF WAHKJAKUH COUNTY NURTIlERN 8CUNDARY
E~TEHDED DUE _EST TC THE PACIFIC (CEANI, PIERCE. SKAGIT.
SNOHOMJS~. THLRSTUN AND .HATCell CCUNTIES.
WAGE RATES
llCCUPA T ION
CCOE
eCCUPAT Will
DESCRI PT 10N
GRUU? 5
510-5830 GRADECHECKER AND STAKE~A~
aT tiER
510-9310 FECERAL: FCCTfIIOTE .0"; 85~ OF THE BASE RATE
PlLS FULL fRWGE BENEFITS MAY BE PAlO ON THE
FCLLOWING KINDS OF PRCJEeTS:
II PROJECTS INVOLVI~G ~ORK C~ BRIDGES AND
STRLCTURES wHCSE TOTAL VALUE IS lESS
THAN 11.500.000 EXCLUDING MECHANICAL.
ELECTRICAL. ANO UTILITY PCRTIONS Of
510-9311 THE CClIiTRACT. UTILITJES I~CLUDE SANITARY
& STORM SEwERAGE AND FACILITIES FOR THE
DELIVERY OF WATER. GAS. ELECTRICITY. ANe
C.DHI'U~ICATlONS.
21 PROJECTS OF LESS THAN 51.CCO.000 WHERE
NO STRUCTUR€S ARE INVOLVED SUCH AS SUR-
FACING AND ~AVING. UTILITIES ARE
570-9272 EXCLUCEU FRO,", THE CCST OF pI<CJ€eT.
31 MARI~c TVPE PRCJECTS SUCH AS DOCKS &
hHARFS UIIIDEk $150.0C~.
510-9574 STATE- OvlRTI~E: ALL hCRK PERf CAMEO IN EXCESS
OF 8 HOUAS PER DAV CR 40 HCURS PER wEEK. MON-
OAY THROU~~ FRIDAV. A~C ALL hLAK PERFORMED C~
SATUROAVS SHALL 8E PAID AT U~E AND UNE-HALf
TII'ES THE RFGULAR RATf. ALL wCRK PERFORMEV O~
SU~CAYS ANt HULIDAYS SHALL 8E PAID AT DuuaLE
T~E REGUL~R RATE OF PAY.
570-~57/ STATE: ..CREMAN - 0.50 $/HR. OVER THE HIGHEST
CLASSIF1CAT ION UNDER HIS SUPERVISIU:I.
JEfFERSCN COU~T~ ROAD
'LEETS RIVER eRIDGE
l' 41<03 4
PAGE 19
STATE FHERAL
RATE kATE
15.33
15.33
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PRl:VIIIL ING MIiIIIIlLI4 HOUIl1.Y "AGE RATES
DECEM8ER 31. I~B5
~CCUPArIO~: SIGN HANGERS IIND 5IGN PAINT~~S
IIND CCNSJRucrIO~ HEN
l(JCATlm~: ClAlLIII'. ISLAf\O. Arw JEFfEIlSON
...AGI; fcllTES
OCCUPAT ION
CCDE
CCCUPATICN
OESCIlIPTION
STATE fEDERAL
KATE RATE
040-CC4) SIGN HANGEIl
640-C090 SIGN PAIf\TER
64~-OIlS SPPAV PAINTEIl
12.15
12.15
12.15
..
JEFFERSCN COUNTY ROAD
OLEeTS PIVER eRICGE
84"OH
PAGE 20
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HWY-k32320-AA
PREVAllI~G MINIMUM HOURLY ~AGf. RATES
OCCUPATION: TEAMSTERS
.,
DECEMBER 31. 1985
lUCATION: CLALLA~. GRAYS ~ARBOR. ISLAND. JEFfERSON. KING. KITSAP. L~~IS.
I'ASOIII. PACIFI C (NORTH OF THE WAHKIAKUM COUNTY r~lJRTHEkN 1l0UNDARY
EXTENDED DUE hEST TO THE PACIFIC CCEAN). PIEKCE. SKAGIT.
SIIIOHO~ISH. THURSTCN. AND WHATeCH CCUNTIES.
FRI NGE BE l'IEF n S
HEALTr AND ~ELFARE
PEfvSICI\
TOTAL HOURLY BENEFITS
TRAINING FUND
1.89
1.15
3.64
.CO
$/HR.
$ /HK.
$/HR.
WAGE RATES
OCCUPA T LOt<
CODE
CCCUPATlCN
OEseRI PTION
GROUP 3P.
730-0140 BUS OR EI'PLCYEE HAUL
GROUP 1
730-C145 CrECKERS
13Q-069J LEVERMAN AND LOADERS AT ~UNKERS AND
BATCH Pl ANTS
730-12UO S~AMPER
GROUP lA
730-1el0 WAREHCUSEMAN AND CHECKERS
GROUP 2
730-1~OO TEAM DRI~ER
GROUP 3
730-0110 BLll LIFIS. OR SIMILAR EUUIPHENT USED I~
LeADING CR UNLOADING TRUCKS. TR^NSPDRTIN~
",ATEkIAlS eN JOB SITES:WAREHCUSING
..
JEFFEkSCN CCUI\TY RUAD
'LEF.TS RIVER eRlor.E
1:4..034
PAGE 21
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STATE
STATE
FEDERAL
FEliERAL
STATE FEDERAL
RATI: RATE
11.16
17.06 11.06
17.06 17.06
17.00 17.06
17.06
17.11 17.11
17.10 17.16
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PR(VAILING MINI~U~ ~OURLY hAGE ~ATES
!JCCUPAT 10": TEAMSTERS
. ,
OECE"BE~ 31. 1985
LOCATIUN: CLALLA~. GPAYS ~ARBOR. ISLAND. JEfFERSON. KING. KITSAP. ~E.IS.
~ASON. PACIFIC (NORTH OF THE hAHKIAKUM CCUNTY ~URTHEMN aOUNDARY
EXTEt.CEC OUE .EST TO THE PACIFIC eCEANI. PIERCE. SKAGIT.
S~CHOHISH. TH~RSTON. ANO W~ATCCM COUNTIES.
WAG!" RATES
'JCCUPATlON
CCeE
CCCUPATJDN
DESCRIPTION
GRUUP 3
STATE FEDERAl.
RATE RATE
11.16
730-020~ OU~PSTERS. AND SIMILAR EQUIPME~T:TOURNO- 11~16
ReCKERS. TCURNOWAGO~. TOUR~OTRAIL~. CAT DW
SERIES. TERRA CDURA. lETeUPNEAU. WESTINGkUUSE
AT~EY kAGUN. EUCLID. ThO A~D FOUR-WHEELED
PC.~R TRACTOR hT~ TRAilER ANO SIMILAR Tep-
LOAOED E'UIP~cNT TRANSPORTING MATERIAL ANO
PERFORMING WURK IN TEAMSTER JURISDICTION:OUHP
TRUCKS. SICE. ENe A~D BOTTCH DUMP. INCLUDING
SEMI-TRUCKS AND TRAINS OR COM&INATIONS
T~EKEOF:lP TO ANO IhClUDING 5 YARDS
730-061~ fUEL TRUCK. GkEASE TRUCK. GREASER. BATTERY
SERVICE ~AN AND/CR TIRE SERVICE MAN
730-1100 SCISSCPS TRUCK
730-135~ TPA~TCR, S~ALl RUBBER-TIREC C~HEN useD WITHIN
TEAMSTEF JURISOTCTICNI
730-17~J VACUUM TRUCK
731-200' ~A1ER WAGUN AND TANK TRUCK: UP TO 1600
GALLONS
710-22C~ WINCH TR~CK: SINGLE RfAR AXLE
73a-~22~ WPECKER. JCw TRUCK ANO SI~ILAR EQUIPMENT
GROUP 3A
730-C4bO FlAkERTY SPREADER
GHOUl' 4
730-C~OO FLATBED TR~C~. DUAL REAR AXLE
GROUP 5
73C-CCBO 8l~GY~C~ILE AND SI~rLAR
JEFFERSCN COU~TV ROAD
'LEETS RIVER eRICGE
B4W03ll
PAGE
22
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17.16 17.16
17.16 17.16
17.16 11.16
11.16 17.16
17.).6 ),7.16
17.16 17.16
17.16 17.16
17 .49 17.16
11.27 17.27
17.33 17.33 .,
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PREVAILING MINIMUM ~OURlY ~AGE RATES
DECEMBER 31. IS85
UCCLJPATIO/';: TEAMSTERS
LOCATION: ClAlLA~. GRAYS ~ARBOR. ISLA/,;O. JEFFERSON. KING. KITSAP. LEWIS.
MASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NJRTHERN BOUNDARY
EllTENDEC DUE ~EST TO THE PACIFIC CCEAN" PIERCE. SKAGIT.
SNOH~MISH. THURSTON. AND WHATCCM COUNTIES.
WAGE RAlES
UCCUPA T ION OCCLPATfCN STATE FECERAl
CODE DESCRIPTIUN RATE RATE
GROUP 5 i
i
730-Cl:7J ~YSTER OPERATORS (HAULING BULK LOOS E 17.33 17.33 r
AGliREGATES I
731)-11<;0 STRADDLE CARRIER (RCSS. HY ST ER ANt SIMILARI 17.33 17.33
730-2010 WATER WAGON AND TANK TRUCK: 16JO GALLCNS 17.33 17.33
TC 3000 GALLCNS
GROUP 6
l'.:H 17.37 j
17.38 17.3B i
730-1500 TRANSIT-~IX. 0 TO AND INClUDI/,;G 4.5 YOS.
GRUUP 7
730-0210
DLMPSTERS. AND SIMILAR ECUIPME~T:TDURN~-
RCCKERS. TCURNOWAGON. TOURNOTRAllER. CAT D~
SERIES. lERRA COBRA. lETCURNEAU. WEST INGHOUSE
ATHEY WAGeN. EUCLID. TkO AND fOUR-WHEELED
PCwER TRACTOR hT~ TRAILER ANt SIMILAR TDP-
LCADED ECUIPMENT TRANSPORTING MATERIAL AND
PERfORMI~G WORK IN TEAMSTER JURISDICTION:uUMP
TRUCKS. SIDE. ENe AI\D BOTTCH DUMP. INCLUIHNG
SEMI-TRUCKS AND TRAINS eR CO"BI~ATIONS
T~EREOF:CVER 5 YARDS TO AND INCL. 12 VARUS
E~PlOSIVE TRUCK (FIEle MIXI AND SIMILAR
EllUIPMENT
LChBED AND ~EAVY DUTY TRAILER: UNDER 50
reo's GRUSS
SlLRRY TPUCK DRIVER
S~C-GO A~O SIMILAR EQUIPMENT
hll\CH TRLCK: DUAL REAR AXLE
17.38
17.38
17.38
"
730-C41n
17.3a
17.38
17.38
730-C71')
17.38
17.38
17.38
17.313
nO-114/)
730-116')
730-2211,)
GRUUP 7A
JEFFERSCN CCU~TY ROAD
ClF.ETS RIVER BRIDGE
1l4W'l34
PAGE 23
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PREVAILIN~ MINIMU~ HOURLY .A~E RAlES
o.e c.~lile~ 31. 1 9.8l5.-
UCCUPATIUN: TEAMSTERS
I:..OCATION: CLALLA~. GkAYS ~ARllCR. ISLAND. .!EFFER'SON.. KING. KUS,AP., L.EW.LS..,
i"ASON. PAC I F I ( tNOR TH Of HiE ..AI1K lA1t.U1'4 CUUNT'\f ,...oR TH:ERf\t BOlJfWARY
EXTENDEG DUE ~fST TU THE PIlCIFIC C(EANI. P'IERCE. SKA.G,n.
SNCHOl"1 SH. THLRSTCN. AND w~ATC.C" C(UNT IE S.
wAGE RATES
iJCClJ PA T ICJN
COCE
CCCUPA T I CN
DESCRI PT JUN
sun: FEDERAL
RUt: RATE
GROUP 7A
730-C~lO OIL DISTPIRUTOR ~RIVER CROAO.
17.49
(;i{()UP e
730-0220 CUi"PSTERS. ANU SI~ILAR EQUIPMEhT:TOURNO- 17.44
RCCKERS. TCURNUWAGO~. TUURNOTR.ILER. CAT OW
SERIES. TERRA COBRA. LETCURNEAU. wESTINGHOUSE
AThEY wAGON. EUCLID. TkO AND fOUR-WHEELED
PC~ER TRIlCTCR kT~ TRAILER AND SIMILAR TOP-
LeADED ECUIPMENT TRANSPORTING MATERIAL AND
PERFCRMI~G wORK IN TEAMSTER JURISDICTION:QUNP
TRUCKS. SI~E. ENe A~D BOTTCH DUHP. INCLUDING
SEMI-TRUCKS AND TKAINS OR CDHBIhATIDNS
T~EREOF:CVER 12 YARCS TO AhU I~CL. Ib YAROS
Gt<uUP ~
nO-Ol'1\1 BLLK CEME,H TANKER 17.49
130-0230 DUMPSTEPS. ANO SIMILAR EQUIPHENT:TOURNO- 17.~9
k(CKE~S. TCU~NO.AGOh. TOURNOTRAILER. CAT OW
S~kIES. TERRA CCBRA. LETGURNEA~. hESTINuHUUSE
ATHEY WAGON. EUCLID. ThO AhD FCUR-WHEEL~D
pekER TRACTOk WTH TRAILER AND SIHILAR TOP-
LCADED ECUIP~ENT TRANSPORTING ~ATERIAL AND
PERFOPMI~G WORK IN TEAMSTER JURISDICTIONSOUMP
TRUCKS. SICE. END AND BOTTOM DUHP. INCLUDING
SEMI-TRUCKS AND TRAINS OR CO~BJNATIDNS
T~EREOFsCVER 16 YARDS TO AND INCL. 20 YAROS
130-2015 WAT~R WAGON AND TANK TRUCKs OVE~ 3000 GALLONS 17.49
JEFFERSCN COUNTY ROAD
CuEETS RIVER BRIDGE
8~W034
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17.40;
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PREVAiliNG MINIMUM HOURLY ~AGE RATES
CECEMBER 31. 1985
OCCUPATION: TEAMSTERS
LOCATION: CLAllA~. GRAYS ~ARBOR, ISLAND. JEFFERSON. KING, KITSAP, LEWIS.
~ASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENCEC DUE WEST TO THE p~elfIC CCEAN.. PIERce. SKAGIT.
SNOHOMISH. THURSTCN. AND WhATceM COUNTIES.
WAGE RA TE S
OCCUPATlCN
DESCRIPT ION
STATE FEDERAL
RATE RATE
OCCUPATION
CODE
GROUP 10
730-0120 BLll lIFTS. OR SIMilAR EQUIPMENT USED IN 17.51
LOADING OR UNLOADING TRUCKS. TRANSPORTING
~ATERIAlS eN JOB SITES:OTHER THAN WAREHOUSING
11.51
GROUP 11
130-1405 TRANSIT ~IX. 17.54
OVER 4 Yes. TO AND INCLUDING 6 YDS.
11.54
GRUUP 11A
130-1510 TRANSIT-~IX USED EXCLLSIVELY IN HEAVY 11.54
ceNSTR. COVER 4 YDS. Te AND INCL. 6 YDS..
GROUP 12
730-0010 A-FRAME eR HYDRALIFT TRUCKS DR SIMILAR 17.64
ECUIPMENT WHEN A-FRAME OR HYDRAllFT OR
SIMilAR EQUIPMENT IS IN USE
17.64
GIWIJP 13
730-C240 DUMPSTERS. AND SIMILAR EQUIPMiNT:TOURNO- 11.66
ReeKERS. TCURNOWAGDN. TOURNOTRAILER. CAT U~
SEP IES. TERRA CCBRA. LETCURNEAU, WEST INGHDUSE
ATHEY WAGON. EUCLID. TWO AND FCUR-WHEELEC
pewER TP~CTOR WT~ TRAILER AND SIMilAR TOP-
LOADED ECUIPMENT TRANSPORTING MATERIAL ANU
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS. SICE. END AI\D BOTTCM DUMI'. INCLUI)[NC
SEMI-TRUCKS AND TRAINS OR eOMBII\ATICNS
THEREOF:CVER 20 YAReS TO AND INCL. 30 YAKOS
17.66
JEFfERSCN COUNTY RUAD
UUEETS RIVER PRIDGE
114WOH
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PREVAilING MINIMU~ HOURLY ~AGE RATES
CEeEMBER ~1. 1985
OCCUPAT Ie,,: TEAMSTERS
LOCATILlN: CLALLA~. GRAYS I'ARtlGIl. ISLAND. JEFFERSON. KING. KJTSAP. LEWIS.
~ASuth PACIFIC (NORTH OF THEWAHKIAKUM COUNTY NORTHERN BOUNDARY
fXTENCEC DUE "EST TO THE p,lCIFle OCEAN'. PIERCE. SKAGIT.
S"O~UMISH. THL~STCN. AND W~ATce~ CCLNTIES.
I
wAGE RATtS
STATE FEDERAL
RATE RATE
tlCCUPA Tlatl
COUE
CCCUPATJON
OESCRIPT ION
"
GROUP 1 ~
1Jn-C12D LCw3ED A"D HEAVY OUTY TRAILER: 50 TONS
GRUSS TO AND INCLUDING 100 TONS GROSS
17.66
11.66
GROUP 1"
13C-1415 TRANSIT ~I~.
OIlEH " yes. TO AND INCLUDI f\G 8 YDS.
17.70
17.70
GRUUP 15
17 .82
710-(250 DL~PSTEHS. AND SI~ILA~ E~UIP~Ef\TSTDURND- 17.82
ReeKERS. TCURNUWAGON. TOURNOTRAILER. CAT OW
SEUIES. TERRA CCBRA. LETCURNEAU. WESTINGHOUSE
ATHEY ~AGON. EUCLID. T"O Af\O fCUR-wHEELEO
PCWEK TRACTOR wTH TRAltER AND SIMILAR TOP-
LCADED ECUIP~ENT TRANSPORTING ~ATERIAL ANO
PERfORMING WORK IN TEAMSTER JURISDICTION:OUHP
TRUCKS. SICE. ENC AND BOTTCH DUHP. INCLUDING
SEMI-TRUCKS AND THAINS OR COMBlhATICNS
TI'EREUF:~VER 30 VUS. TC AND INCL. 40 YDS.
73n-C730 lOWBEO AND HEAVY DUTY TRAILERs OVER 100 17.82
TCNS GROSS
17.82
GklJUP It:
730-14Z5 TRANSIT ~IX.
OVER U Yes. TO AND INCLUDI~G 10 YDS.
17.86
17.86
JEFFERSCN COUNTY ROAD
CUEETS RIVER BRIOGE
8410034
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PAGE 26
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PREVAILING MINIHLM HOLRLY hAGE RATeS
DECEMBER 31, 19B5
nCCUPATIO~: TEAMSTERS
LOCATIUN: CLALLA~. GRAYS ~ARBOR. ISLAND. JEfFERSCN. KING. KITSAP, LEWIS.
~ASJN. PACIFIC INORTH OF THE WAHKIAKUM CUUNTV NORTHERN BO~NDARV
EXTENOEC DUE ftEST TO THE PACIfIC CCEANI. PIERCE. SKAGIT.
SNOHUMJSH. THURSTON. AND WHATCCM COUNTIES.
WAGE RIlTES
aCCUPAlION
ceDE
eCCUPATIGN
DEseRI PT IUN
STATE FEDERAL
RATE RATE
GROUP 17
730-(260 ULMPSTERS. AND SIMIlAR'E~UIP~E~T:TOURNO- 17.9B
ReCKERS. TCURNOWAGON, TOURNOTRAILER. CAT U~
SERIES. TERRA ceBRA, lETCURNEAU. WESTING~OUSE
ATHEV WAGC~. EUCLID, TWO AND fCUR-WHEELEC
pewER TRACTCR WTH TRAILER ANC SIMILAR TOP-
LeADED ECUIPMENT TRANSPURTING ~ATERIAL ANu
PERFDRMI~~ ~ORK IN JEA~STER JURISDICTION:DUHP
TRUCKS. SI CE'. END AI>O BonCM DUMP. INCLUDING
SEMI-TRUCKS AND TRAINS OR Cu~BI~ATICNS
THEREOF:CVER 40 YARDS TO AND INCL. 55 YARDS
17.9B
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730-1435 TRANS IT "IX.
OVER 10 YDS. TO AND INCLUDING 12 YD S.
GRUUP 1<;
730-1445 TRANSIT ~ I X.
OVER 12 YDS. TO AND I NCL UD ING 16 YDS.
GROlJP ?C
730-1447 TRANSIT ~Ix.
OVER 16 YUS. TU AND I I>CL UD ING 20 yus.
Gr~l.llJP ,I
fl1-14'H IIIANS IT ~ I X!.kS ArlO TRUCKS ~~ULING CONC~(TC:
CVER O!O YOS.
111.51
le.n
18.,:13
1 tl..n
'-
111.19
18.19
16.35
18.35
JEffERSCN COUNTY POAO
CLEETS PIVER CRIDGE
1l4W'J34
II AG r, 21
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PREVAIL ING MINIMUM ~OURLY ~AGE RATES
DECEMBER 31. 1~85
liCC UP 4 T 101>: Tl'AMSTEfIS
l.CCATI(Jt'J: CLALLA", GI<AYS t-AIUHIR, ISLAND, JEFFERSUN. KING. KITSAP. LEWIS.
"ASDN, PACI~I( (NGRTH Of T~E WA~KIAKUM COUNTY NORTHERN ~OUNDARY
E~TENDED D~E ~~ST TU TH~ PACIFIC OCEAN'. PIERCE, SKAGIT.
SI>lHGMISh, THlRSTC~J, ANe wHATCC" COUNTIES.
"AGE RA TE5
IKC:UPA T LON
eCCE
GCCUPAT leN
DESCRIPTION
GI>OUP 22
730-040:l ESCORT D~IVFR
730-1C2J PILUT CAR
GROUP ;>~
730-C49J FLATBED TRUCK, SINGLE REAR AXLE
711-1C10 PICK-UP lRlCK
1i~(JUP 24
730-CE11 MEChANIC HELPER
GROUP ;> S
730-CE:l1 MECHANIC
GRUUP 14A
73C-ISln TRANSIT-"IX CSEO EXCLUSIVELY I~ HEAVY
CCNSTk.:tVfR 6 VUS. TC AND INCL. 8 YOS.
GRUUI' ItA
730-1S3J TRANSIT-"IX U~r:D EXCL~SIVELY 1~ HEAVY
tCNSTR,:CVtR ~ YOS. TO AND INCL. 10 YDS.
11.80
GI'.8UP 1 EA
710-1540 TRANSIT-"IX USED EXCL~SIVELY IN HEAVY
CCl>ST~.:CVtR 10 YUS, Tu AND INCL, 12 YDS.
18.03
JEfF~RSON COUI>TY ROAD
~~FETS ~IVER P.RIOGE
8"10103"
PAGE 28
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PREVAILING MINIMUM HOURLY hAGE RATES
"
DECEMBER 31. 1985
LOCATION: CLALLA~. GRAYS HARBOR. ISLAND, JEFFERSON. KING. KITSAP. LEwiS.
~ASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE "EST TO THE PACIFIC GCEAN). PIEkCE. SKAGIT,
SNOHOMISH. THURSTON. AND WHATCCM COUNTIES.
WAGE RATES
oeCUPAT IQt~
CCDe
GRUUP lSA
730-1550 TRANSIT-~IX USED EXCLUSIVELY I~ HEAVY
CCNSTR.:CVER 12 YDS. TO ANt INCL. 16 YDS.
OCCUPATION
DESCRIPTION
GROUP 2CA
730-1560 TRANSIT-~IX USED EXCLUSIVELY I~ HEAVY
CCNSTR.:CVER 16 YOS. TO AND INCL. 20 yus.
GROUP 2 iA
730-1570 TRANSIT-~IX USED EXCLUSIVELY I~ HEAVY
CCNSTR.:CVER 20 YDS.
OTHER
730-937J
'f
730-9371
FEDERAL: FCOTHOTE Me": B5~ OF THE BASE RATE
PLUS FULL FRINGE BENEFITS ~AY BE PAID eN THE
FCLLOwlNG KINOS OF PRCJECTS:
11 PROJECTS I~VOLVI~G WORK C~ BRIDGES AND
STRUCTURES "HOSE TOTAL VALUE IS LESS
THA~ $1.500.000 EXCLUOING MECHANICAL,
ELECTPICAL AND UTILITY PORTIONS OF TH~
CONTRACT. UTILITIES INCLUDE SANITARY ~
STORM SEWERAGE AND FACILITIES FUR THE
DELIVERY OF WATER. GAS. ELECTRICITY AND
COM~UNIC^T IONS.
21 PkOJECTS Of LESS THAN 51.ceo.00o "HERE
NO STRUCTURES ARE INVCLVEC SUCH AS SUR-
FACI~G AND PAVING. UTILITIES ARE
JEfFERSCN COU~TV ROAD
QUEET S RIVER Bk lOGE
B41>034
.~
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.
PAGE 29
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STATE FEDERAL
RATE RATE
18.19
18.35
18.50
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'JCCUPAT lOti: 'TEAMSTERS
ItWY-R323Z0-IlA
PREVAIL ING MINIMUM HOURLY ..lIGERATES
OE(;EMBER 31. '.19S5
LUCATION: CLALLA~. GHAV~ ~ARBOR.ISlA~O. ~EFFERSCN. KING.KITSAP. LEWIS.
MASON. PACIFIC (NORTH OF THE"A~KIAKUM COUNTY NORTHERN BOUNOARV
EICTEI'lDED DUE ..i:ST TO THE PACIfIC CCEANI. PIERCE. SKAGIT.
SNOHUMISH. THUR5TCN. AND hHATCOM COUNTIES.
OTtiER
73C-~~72 EXCLUCEO FRCM THE CCST OF PRCJECT.
31 MARINE TVPE PRCJECTS SUCH AS DeCKS t
WHAPFS UNDER $150.000.
730- S 735 S TATE: F CR DCCUPAT I CN 130-0260 I,. GROUP 17
ACD .15'S/HR. FOR EACH:10lARO INCREMENT'OVER
55 YARDS
730-~736 STATE: O~ERTIME-ALL ~CRK PERfORMED IN EXCESS
CF 8 HOURS PER (lAV OR 40 }lCURSPER WEEK. MON-
OAY THROLGt1 FRI OAy. A"CALL weAK PERFORMED ON
SATURDAYS SHALL BE PAID AT O~E 'ANO ONE-HALF
TIMES THE REGULAR RATE OF PAY.ALL WORK PER-
FCRMED O~ SUNDAYS A~D t10LICAVS 'SHALL BE PAID
AI ODUBL~ THE REGULAR RATE OF P~V.
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OCCUPATION: TRAFfICCONTRCL STRIPERS
HWY-R32320-l!A
PREVAILING MINIMUM HOURLY wAGE RATES
DECEMBER 31. 1985
LOCATION: SlATE~ICE (EXCEPT CLARK,CCWLITZ, KLICKITAT. PACIFIC-THAT PORTION
SCUTH OF THE hAHKIAKUMCCU~TYNORTHERN BOUNDARY EXTENCEO OUE WEST
TC THE PACIFIC CCEAN. SAN JUAN. SKAMANIA, AND WAHKIA.U~COUNTIESI
FRINGE BEl\EFITS
APPREl\TiCETRAINIAG
HEAL~~ AND "ELFARE
PENSICN
TOTAL HOURLY BENEFITS
.06
1.70
.50
1.83
$/HR.
S/HR.
S/HR.
S/HR.
STATE
STATE
STATE
FEDERAL
"
WAGE RATES
DCCUPAT ION
ceDE
OCCUPATlCN
DESCRIPTlUN
S fA TE FEDERAL
RATE RATE
820-0010 FCREMAN
820-GOlD JCuRNEYMAN
20.12
17.15
16.65
OTtiER
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820-901Q STATE: O~ERTIME- ALL ~OURS hORKED IN EXCESS
Of 8 HOURS PER DAY OR 40 HCURS PER ~EEK ~HALL
BE PAID AT CNE AND OND-HALF TI~ES THE REGULAR
RATE OF PAY.
820-9410 STATE: O~ERTIME - HCURS 11\ EXCESS OF 40 IN
Al\Y WORK hEEKSHALL BE PAID AT ONE
Al\O eNE-HALF TI~ES THE REGULAR RATE.
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JEFFERSON CCUl\TY ROAD
CLEF-TS RIVER eRIDGE
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P fl CPOS A L
TO THE SECRETARY OF TPANSPOIlTATION
OlYMPIt. WASHINGTON
THIS CERTIFIES T~AT THE U~OEIlSIG~EC HAS EXAMINED T~E LOCATION OF
THE CUEETS-ClEAIlIoATER COUNTY lleAD IN JEFFERSCN CCUNTY. MP 0....0 Te
MP C.9Bf ~UEETS IlI~ER BRIDGEl FEDERAL AIO'BRIDG~ REPLACEMENT ON OR
OFF SYS E~ PROJE~T BROS-201~ Itl. ~TALC 21+00 TO STA LC 52+00.
AND THAT THE PLANS. ~PECIFICATIO~S A~CCC~TRACT GOVERNIftG ThE WORK EMBR~CED
IN THIS IMPRCVEMENT. AND THE METHOD BY WHICH PAYMENT WILL BE MADE FOR SAID
WORK I S UNDERSTOOD. THE UNDEIlS IGNEO "EREev PROPOSES TO UNOERT AKE A~D
COMPLETE THE ..aRK E~BRACED IN THIS IMPROVEMENT. OR AS HUCH THEREOF AS CAN
BE COMPLETE D IoITH T~E MONEY A VA HA8LE IN tCCOR CANCE "lT~THE SAID PLANS.
SPECIFICATIC~S AND CONTRACT. ANC THE FOLLCWING SCHEDULE OF RATES ANO PRICES:
(NOTE: UNIT PflICES fCR ALL ITEMS. All E)TENSIONS. AND TOTAL AMCUNT OF eIO
SHALL BE SHeWN. ALL ENTRIES MUST BE TYPED OR ENTERED IN INK.I
+---_.~-------------+-----------------~------+----------------+--------------~
I It' ITEM OESCflIPTION ., I I
ITEH PLA~ { PRICE PER UNIT TOTAL AMOU~T
NO. QUANT !TY ( S T ANUARD IT Efo' NUMB Ell) . '
DGLLAR~ * DCLLARS
+----+-------------+------------------------+----------------+--------------+
PREPARATlCN
I
,
1
.----+-------------+------------------------+----------------+--------------+
I 1 1 I ~oeILllATIC~ I I I
lUMP SUM LUMP SUM
(0001) .
+----+-------------+-------------.----------+----------------.--------------+
I 2 I 8 1 CLEARING ANC GRUBl! ING IAT . 1 1
. ACRE (0025) PER ACRE 0
+ __ __+_ - _____ ______ + - __ ____ - __________ ___ ___ +_ __ --- -- ---- --- - '1-- ----- ---- --- +
I I I ARCHAEOLOGICAL AND I I I
3 PALECNTOLOGIC'l St~~:gf ESTIMATED 1.000.00
j~:~j~~~~~:i~01i~~~~~!!~if:;;;;;;i~~~~~~:~~~~~~~~!~~~~~~~~~~~~i
1--~-I---~~~~--~---i~~~~A;---~~:~-~~:---I----------!---I
. __~_._ _ _~:~O_~!~__. _:~ ~ __ ________ '~~~:~ :-~! 0__ -.-- --------!---.
i~:~i~:::~~~:~i~~~j~1i~i~~;~~~i~~~~~!~;;;i~;;~~~~~:~~~~~;~~~i
I I I SLGPE TREAT~E~T CLASS BlAT I 1
8 1.750 .
UN. FT. (03<;01 PER LlN. FT. .
+----+-------------+------------------------+----------------+--------------+
.-SHOW PfllCE PER UNIT I~ fiGURES C~LY. f-lGliRES ..RITTEN fC THE RIGHT
DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETEO AS
JEFFERSCN CCU~TY ROAD
lJlIt:F.TS PIVER BRIDGE
8...101034
OF HE
CENT S.
PAGE
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+1~~~:+I---~::~-----+I---iTEM-DESCRiPTI0N-----+l-;~~~~-;~~-:~~;-+I-~~;::-::~~~;-+l
NO. CUANTITY (STANDARD ITE~ ~U~BER)
oeLLARS. DGLLARS
+----+-------------+------------------------.----------------+--------------.
DRAINAGE
+----+-------------+------------------------.----------------+--------------.
I I I tlTCH EXCAVATION tAT I t
9 133 INCLUDING HAUL .
, CU. YC. I1G301 PER CU. YO. .
+----+-------------+------------------------+----------------+--------------+
110 I 5 I GRATE INLET TYPE 1 OR 21AT . I I
EACH 110551 PER EACt- .
+----+-------------+------------------------+----------------+--------------+
I I I UNDERORAIN PIPE 6 IN. IAT I I
11 110 C!AIo'ETER .
L1N. fT. 111601 PER UN. FT. .
+----+-------------+-----------------------~+----------------+--------------+
I I I DRAIN PIPE 18 IN. IAT I I
' 12 85 Cl~Io'ETER .
UN. FT. III 751 PER LlN. FT. . .
+----+-------------+------------------------+----------------+--------------+
I I I SCHEDULE A CULVERT PIPEIAT I I
13 105 18 IN. CJAMETE~ .
L1N. FT. 111821 PER LlN. FT. .
+----+-------------+------------------------+----------------+--------------+
SURFACING
+----+-------------+------------------------+----------------+--------------+
I 14 1 3.272 I GR~VEL BASE. IAT · I I
TeN 150471 PER TO~ .
+----.-------------+------------------------+----------------+--------------+
I I I CRLSHEO SURFACING TOP IAT I I
15 1.370 COURSE .'
TON 151201 PER TOI\ . '
~ +----+-------------+------------------------+----------------+--------------+
.----.--~~~~~::~~:;;;~;~~::------.;i--------------.--------------.
1-;;-t---------~~:;f1ti'~~~~!!~i!!!;~-------!!~---I----------~---t
r~~-r-------!~~--r;NTi:STRippi~G " : 5334 ~fl~~:~~~~--+------~~~~~~~~I
+----+-----------~~;:;~~~~~-~:~;:~;-~;;:~~~~;--~-----GQ7i - r~-------+
+----+-------------+------------------------+---------------- ---~--------~
119 I 42 I ~we~~~gl~2R~~~I~hA~~~G IAT · \ 'I
cu. YD. TO 1/4 154251 PER CU. Yo. . ,
+----+-------------+------------------------+----------------+-------------~+
.-SHOW PRICE PFR UNIT I~ FIGURES C~LV. flGLRES ~RITTEN TC THE KIGHT CF T~E
I>OT I Dee IMAL) IN THE PRIl;.E PER UNIT CCI.UMN SHAH tiE INTERPRETED AS CENTS.
JEFFERSCN CQL~TY RO~O
UUF.ETS RIVER UKIDGE
B4W034
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NO. C~ANTITY (STANDARD ITEM ~UM~ERI
DOLLARS. DeLLARS
+----+-------------+------------------------+----------------+--------------+
TKEATED BASE
+----+-------------+------------------------+----------------+--------------+
I I I -ilSPHAL T TREATED BASE JAT I j
20 2.620 INCLUOING PAVING .
, TeN ASPHALT (5510) PER TO~ .
+----+-------------+------------------------+----------------+--------------+
CE~E~T CONCRETE PAVEMENT
+----+-------------+------------------------+----------------+--------------+
I I I CONCRETE CLASS A FOR IAT \ I
21 66 E~IDGE APPRCAC~ SLAB .
cu. Yo. 156501 PER cu. YO. .
+ __ __ +______ _______+__ __ ____ - - _____ _.______ __ _+___ ___ ____ ______+_______ -------t:
I I \ ' ST EEL REINFORCING SAR I AT I )
22 1.sao fO~ CEMENT CONCRETE .
PCLND PAVEMENT 156521 PER POUNt . .
+----+-------------+------------------------+----------------+--------------.
I I I EPCXY-COATEC STEEL IAT I )
23 13.870 FEINF. aAR FCR CEMENT .
PCUND CONC. PAVEMENT (5653) PER POUNC .
+----+-------------+------------------------+----------------+--------------+
ASPHALT CONCRETE PAVEMENT
+----+-------------+------------------------+----------------+--------------+
I I I ASPHALT CONCRETE IAT I I
24 1.653 PAVEMENT CLASS B I~CL. .
TCN PAVING ASPHALT 157651 PER TG~ .
+----~-------------+------------------------+----------------+--------------+
5EEDING AND PLANTI~G
>,
+----+-------------+------------------------+----------------+--------------+
I 25 I !ll!Jj~i5 i~5D~~rc...H~TILlZII\iG IAT · I I
j-;:-i--Lf~~~ tl~----A~~licATio~~~:~~i:~~------~:~~---i----------:---i
<----<----------- ~~~-------<----------------<--------------<
~:~~:~:::::::::::::~::::~~~~::~~~~~~~::~-:!_--:::~~:~~~~:~
+11-~~-+II-------~~~~--+II-;;:;N;~;:;o:;~~-;~~~f~~+lli~~------~~"~~I ~~___!___11
29 12 lI~HER peST .
EACH 167761 PER eACH .
+----+-------------+------------------------+----------------+--------------+
I I I TE~PCR^RY STRIPI~G IAT I 1
30 L1~~'~i~ leSHI PER UN. Ff. .
+----+-------------+------------------------+----------------+--------------+
,
.-SHOW PRICE PER UNIT I~ FIGURES C~LV. fIGURES ~kITTEN TO ThE kIGHT CF T~E
DOT ICECIMALI IN THE PRICE PER UNIT CGLUM'" SHALL ijE INTERPRETf~ AS CENTS.
JEFfERSCN CCLNTV ROAD
UUEETS RIVER aRIDGE
04"'03"
PAGE 3
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---+ R UN IT
-------PTION-I PR iCE P E . OCLLA~~_____+
-----+---11EM DESCRI NUMBER) 001.LAR~_____.I_------ I
-------- Ion" ______ .
+---- +1 '" <su.o.. _____.;;. _____.
I HEM "I.,,,, --------'-GUID"'" I". _~~~~___',_________ I
NU. +-------------+, FLEXIBL -!~~~~!.I-AT------. ___!___+I
.-- " ---- H____
I 31 \ ----~~~~--+I--PAiNT-sTRIPE {682 !!.~~~--~!~;---;---.I--- .
--+--- ------ IAT . _______+
+-- I 12.'ce ------;'E 2 MU"'EO -.------ I
I 32 LIN;-~!;--+I-LA~E-MARKER T {68S11 ~~~____________ I .
' +----+------ C 5 -----------+1 1.UMP SUI' __________+1
I . -- we . _
I" --!:~~~!~--.-j;;"".; 51" . ___!.--------------I- . . ___+
+----+- ~ M I --------- I LUMP SUM --------- I
I I CUM' -, ---- ."we ____-
" -----------.-",.'.E.' S l..~,!.------------ I . __+
-+-- I ---- I AT. ----- I
+I~~ I L~::-=~:--+I-TVPE-iii-8ARRiCAO~6958!.~~~------~~~~---+1------~.COC.OO
+----+---- '-0 ------C----- I . EST IMATED ___________+
I . --- HI .---
I 36 --~~~~--'.I-LAec~-FOR TRA (69811 ________________
.---.----- come< ________. _______.,
I _____ +-----
I ,. ----.--------:E. "E'S _____________1 .
+----+--------- 'OT -----------+IA1 . _________+1
-------KFILL FGR cu. yo.___+-----
--------+I-GRAVEL BAC (7014) ~~~---------- I .
----- '''I' ______. '. __nO
+----+, lC -----------ANU COVER\A EAC~___+_---_----_ I
I 3. .!:~:-!':--'-;O'UM'" CO" "'''! ~~~_________ I .
' i-;:-i~-~~~~~i7f~"-;;;'-;::::~!i~;~__~!~:_'!:___i__________:__:j
, r::l-~~jf.~-gf~;Il____~!\;r___::;~~j
r::-j ------~~~~~-JI-;o;o;;o,-''''''U !!~!~ffi1-lS.~:~~~'~fb.J'IW--- ~-.J
.----r ______ 'SE "0 Ie ~____
I ,~ !_____________j____________ ______~____________________ ____.
.---- .------;L~;;;;.~;;-:; __.----------------.,----------. !
---------- IAT . __________
---------AVATIOh cu. yO~___+----
---------+I-;u'"MM'fi,ul ecH' !.~~~-m----- . OF '"
+1-- --+-1---- 2. '" ..ee _____m_________ mEM " 1~!r!A'~s CENT S.
43 cu. ~~~--+------ F1GUHESAWL~ OE INTER
---- ONLY. liMN SA
+----+---- IN FIGU~~~ UNIT eeL
'E PER UNne PRICE
.-SHITJw(~~~~MALI iN "0
., 1)0 UIITV HO~
JEFFERS~~V~~ BRIDGE
I.IUEET S
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IITEMI PlAl\. I ITEM DESCRIPTION 1 PRICE PER Ur-IT .1 TUTAl AMOUIIT l
NO. CUANTITY (STANDARD ITE~ "'UMBER 1 I
DOLLAKS * . ,DCLLARS
+----+-------------+------------------------+-~--------------+--------------+
. I I I ~RAVEL BaRRC~ INCLUDlf\GIAT · I I
44 128.080 "AL;L
TeN (04311 PER TOr- .
+----+-------------+------------------------+----------------.--------------+
I 4S I 6Q.630 I !MeANKHEl\.T COMPACTION IAT · I I
I' GU. YO. (04701 PER CU,. VD. ·
+ ---- +-- ----_._-----+ - --------------,------- ---+-------- -------_.+------- -------+
I I I FILTER BLANKET\AT I I
4b CU. ~6~ I 1l0bc; I PER Cu. Y~. ·
+---- +-- -----------+ -- --------------- -- -- -+--------_._-------+--------------+
I I I "AI\DPLACED R IPRAPIAT I I
41 CU. YD~ . 110721 PER CU. Y~.' .
+---- +-- ----- ------+-----------------------+-------_._--_._---+-_._-------_._--+
I 481 4.12b I "EAVV LeCSE RIPRAP .IAT . I I
TeN I (10751 PER TOh . .
+----+-------------+------------------------+----------------+--------------+
I I I CRAIN PIPEIZ IN. IAT I I
49 358 CIJlMETER · '
UN. FT. (11731 PER UN. FT,. .
+----+-------------+------------------------+----------------+--------------+
I 50 I b I CATCH BASIN TYPE J lAT' . I I
EACH (30c;lllpfR EAC" .
+----+-------._-----+------------------------+----------------+--------------+
1 'I I STRUCTUkl: EXCAIIAT let-. IAT 1 I
51 20 ~LASS A ·
cu. vo. (040051 PER cu. VD. .
+----+-------------+------------------------+----------------+--------------+
I I I Sl~UCTURE EXCAIIATICN IAT I I
52 2.e60 INCLUDING HAUL - ·
Cu. YO. CCFFERGA" (I "ER cu. YD. ·
I, + ---- +-- ----- -- --._-+.- - - -------------- -- -- ---+ - -- ----- ---- --- -+-------------- +
· f~~-\--~,.$;, f~er:~_:::;;:~~-;l~~,! f;;~---~~d,---t---------!---l
+-~~-+---~~-----:--+ ijfi~~!!+-----~'::-~~:------------! ---+
1~~\---~~~:-~':--I-;;;~;"-'-'~,.~~~-~~::.~~:--~-I-------u.!___\
+1-~~-+I---~~::-:~:--+I-;;;~;S;;~G~~~C~D~~~~~~!+IAi-~~:~_:~, 71t7.1jl---!---+1
51 4 ST EEL TEST PILI: 'C/lJ( . I.F j
+---- +------- ~~S~__+ _ _ _ -- --- --------- -!~~~!+ ~~~ ------~~~~-- -+-- -- --,--!--- +
I I I fURNISHING STEEL PILINGIAT , I
58 3.228 ·
llN. Fl. (40~01 PER LIN. FT. .
+----+-------------+------------------------+----------------+--------------+
!_~~_!-------~~~~--l-::~:~::-::::~-:~~~~~~~!l;;~------~~~t___l__________!___l
.-SHUW PRICt: PER UNIT 11\ FI~URES Ol\LV. fiGURES ~RITTEN TC TH~ klGHT
OOT (CECIMALI 11'-1 HE PRICE peR UI\fT CCLLMN SHALL BE INTERPRI:Tt:O AS
JEFFF.RSCN CC~NTV RC'D
UUE~TS RIVER eRIGGE
tl4wOJ04
OF T I-E
CENT s.
PAGE 5
8""034/18
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+-_._- +- - - -- - - -,--- --+._---- ------ -- - --_._,- -- --,- +--- -----,-- ------ +--------------...
I I I "ITEM DESCRIPTION I I l
,ITEM I PLAN, PR 1.CE PEl< ut\n, TOTAL AMOUH
NO. CUANTIlY (STANDARD IfE" NUI'BER I
oelLARS. DCLLARS
.'-- -- +--- -- - -------+,---._- -----,-------,---,-- -..--- ----- -- ------ .--------,--- ---,+
· I. I I 5T EE,l .RE.INFCRC,ING BAR I AT I 1
6J 230.239 fOP BR 1 OH .
PCUt\o 141491 PER POUND .
.----+-------------+------------------------+----------------+--------------+
'I I CO"CRETE CL'SS AX FORI AT I I
61 ~20 fR lOGE .
I' CU. VD. 1416;1 PER CU. YO. .
+--,--+------.- ------+ - - ----- - ---------- ---- -- - + - -- -----,-------- +--------- ----- +
II I Clll\CRETf CLASS B FOR IAT I 1
62 4<;6 eR IGGE .
. CU. YO. J41751 PER cu. YO. .
+--- +---,----- --.---+--------,----------,-----,-.. -------- ---- ---,- +---,----,----,--- +
I I I COl\CRETE CLASS 0 OR OX IAT I I
63 . CU. ~~~FOP tlRUH (A1861 PER C\!. Y~. .
.+----+-------------+-~----------------------~----------------.--------------+
I., ISUPERSTRUCTUR.E QUEerS I I 1
64 . LUMP S~"FJVER BRJOGf. lUMP SUI'
ALTERNAT.IVE Al 143001 .
+----+-------------+------------------------+----------------+--------------+
I 65 .1 8 I ~R~DGE BEARING PIERS 1 IAT.I I
EACH 1 1 PER ,EAC" .
+ ---- +-- -,----------+-------- ---- ----- --- - -.-+--------,-- ----- - +----------- ---"..t:
I I I BR.lOGE BEARING PlERS Z IAT 1 I
I 66 I 4 & " ·
,EACH 1 I PER EAC" .
+---- +- - -----------+ ,-- - -------------- ----,---+ --- - -- --,------- - +-- -,---- ---_._--+
I 67 I lUMP SLM I EXPANSICN ~CINT S;SrE~I] LUMP SU~ I . I
+----+~------------+------------------------.----------------+--------------+
II I ASPHALT CONCRETE CIIRe IAT I I
I 68 1.125 .
UN. FT,. 1(;7401 PER L1N. FT,. .
~ +----+-------------+------------------------+----------------+--------------+
, 1~~+-J#t~;~;;:,:;~~~i1l~~!li~--~!~"-!!"---1----------~---I
>-:~-+_---~~"---1-~~~~!!!!~!>~!~---~~"-!!:--->----------~___>
. !---------------~~~~~~-:~:~~-~-----------~-__1
> -- -- >-- _____u____> - ;o;o;T;:;;~;; ;;;;;---- -> ;;_fl.____ -f$(fj!p:~F- --->
!_~~_!----~~~:!~~--!-~~~~~~~~~-~~~~---!~~l~!!~~~---~~~_!~~___+----~---!---!
I II GkAVEL DORROw INCLUDI~GIAT I I
12 90.576 /-ALL .
TeN 104311 PER TO" .
+----+-------------+------------------------+----------------+--------------+
I 73 I 49.250 I fMeANKME"T COMPACTION IAT . I I
cu. VD. 104701 PER CU. vu. .
+----.._------------+------------------------+--_._-----------.--------------+
.-SHOW ...PICF. PER UNI T It\ FIGURES
DOT IOECII'ALI IN TI-E PIOCF- PER
JEFFF.RSCN CCUt\TV ROJO
UUEETS ~IVER eRIDGE
64w034
O"LV. FIGURES _kiTTEN TO THE RIGhT OF T"E
U"IT CCLUMN SHALL hE INTERPRETED AS CENTS.
PAGE b
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+1 ~;~:+I-u-:~~----+l---I;:EM-DEscRJPnoN-----+~-;~~~;-:~~-::~-+I-;~;:~-::~:~;-+I
NO. C;UANTI1Y ISTANDARD {TEfl NUMBER)
. ,De1.LARS. DCLLARS
+----+-------------+------------------------+----------------+--------------+
I I. I FI1'TER ,BLANKET IAT I I
~ 74 CU. ~5: (1069) PER CU. Y~. . \
+----+-------------+-------------~----------+----------------+--------------+
I I I f-AI\D PLACED RIPRAP \ AT 1 I
,.7? cu. YI:~ (1012) PER CU. Y~.. .
+----+-------------+------------------------+----------------+--------------+
I 761 4.1<;S ll-iEJlVY LDCSE RIPRAP .,AT . I I
TOJ\l (10751 PER TOI\ 0
+----+-------------+------------------------+----------------+--------------+
I I I [JRJlIN PIPE 12 IN. IAT I I
77 .lIN. '~~.~ ,CUMETER (1113) PER UN. F'. .
+----+-------------+------------------------+----------------+--------------+
11S1 .5 \ 'CATCH BASI N 1'YPE II AT . I I
EACH (30c;l)\PER EAC~ .
+----+-------------+------------------------+----------------+--------------+
I I I STllUCTURE EXCAVAT leN I AT I 1
79 20 CLASS A .
, CU. y,c. 1',005) PER CU. YO. , .
+----+-------------+------------------------+----------------+--------------+
I I I STflUCTURE .EXCAVATION IAT I I
80 , Cu:'$~ ~~H~R6~~ HAUL- ( ) PER CU. v~. 1 . I
+----+-------------+------------------------+----------------+--------------+
I I I GRAVEL BACKF,ILL FOR 1AT I I
81 146 ..ALL ·
, CU. Yc. 140251 PER CU. YD. ,
+----+-------------+------------------------+----------------+--------------+
I '" I ,SHellING & CR,IB.CR I 1 I
82' LLMP SLM EXTRA EX. CL. A PIE)l.2 LUMP SUI'
(4012) .
J j----~--~-------~-+-sHCR1NG-&-cPJe:-op-----i----------------j--------------j
· 6~r1N~ ~~d~iii-im~;~r---;~:-~::--T------~-1
I~;-!~~~~~~~;~;~~-l~~-~~~;;~~~;~~~~~~i~~~~~~~~~~;~~~I
L~~J--~!~~:1!LL-----------------!~!~--.--11.~!~:-~ ______!J
!I-~~-+II-------~~~~--!I-~;~;~:;E;~;:~C;~~~;~~;!!I~;~------~~;~---I --~---!---+,I
88 151,512 rOR BRIDGE .
~CLI\O (414~1 PER POUND .
+----+-------------+------------------------.----------------+--------------.
I I I CU/\CIlETE CLASS AX FOR IAT I I
!J 89 CU. ~8~ eRIDGE 1416<;'1 PER cu. v~. .
+----+-------------+------------------------+----------------+--------------+
.-SHUW PRICE PER UNIT 1/\ FIGURES O~LY. fiGURES wRITT~N TC THE RIGHT
UUT IOECIMAL) IN THE PRICE PER UI\IT CCLUMN SHALL BE INTERPRETEO AS
JEFFERSCN CCLNTY ROAD
QUEeTS RIVER CRIDOE
84W034
OF TH
CENT s.
PAGE
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NO. CUANTITY (STANDARD JTE~ hU~BERI
. DeLLARS. DOLLARS
+----.-------------+------------------------+----------------+--------------+
I I I CO~CllETE CLASS B FCll I AT t 1
' 90 ..toS3 fR lOGE ·
CU. YD. (~1751 PER CU. YO. .
+----+-------------+------------------------.----------------+--------------+
I I 1 COII:CRET E CLASS lJ OR DX I AT I 1
91 S60 FOR BRIDGE .
1" CU. YD. (~le61 PER cu. YD. .
+----+-------------+------------------------+----------------+--------------+
I I ) STRUCTURAL LOk ALLCY I 1 J
92 L LMPSLi'I STEEL LUfoIP SUI'
l~2351 .
+----+-------------+------------------------+----------------+--------------+
I 93 I LUMP SUM 'I ~OADwAY ~ECK I LUMP SU~ I I
(~310J .
+----+-------------+~-----------------~----~+----------------+--------------+
I 94 I 6 I IRIDGE BEARING PIERS 1 IAT . \ I
EACH ' l ) PER EAC~ I . I
+----+-------------+------------------------+----------------+--------------+
I I I EHIDGE BEARING PIERS 2'IAT } I
I 95 I [AC~:3 r.~ (I PER EA~" . .
+----+------- ------+------------------------+--------------'.------_.------- +
I 'I I EXPANSll:N JCI"T SY.STEM 1 J I
96 LLMP SLJ'" PJEIl 1 LUMP SUI4
l J .
+----+-------------+------------------------+----------------+--------------.
I f I EXPA~SICN JCINT SYSTE~ I , 1
97 LUMP SUM PJER 5 LUMP SU~
l J .
+----+~------------+------------------------+----------------+--------------+
I I IIlSPHALT CCNCIlETE CURe fAT I I
9B LIN~'~f~ (f740J PER LIN. f'. .
)1 +----+-------------+------------------------+----------------+--------------+
\ I,:: l--~~~;;;:,:~:4~~~~~~~~~:--~::~~;:---I----------:---t
+----+------------ Ijtett~~_i1'I.7~~~~--:;-~~~;--:.----------;---1
+____________J'-~~~-------------------------.
!~~~~~~~~~~~~~~~~~~~~~:~E_~;-~~~~~j
I BASE BID ALTERNATIVE 112 TOTAL , . I
+--------------------------------------------------------+
-'
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:-
.-SHOW P~ICE PER U~IT J~ Fl~UPES O~LV. fJG~RES _RITr~N TC THE RIGHT
DOT lOECJMAL) IN T~E PRICE PER UNIT CUlLJMN SHALL BE JNTERPRETeD AS
JEFfERSCN CC~~TV ROllO
UUEETS ~lVER BRIDGE
84Wt)34
Cf Tt-e
CENTS.
I. ·
.
PAGE
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8y the aubm.uion of ,his bid, the ..ecutiCNl of thl,
contrlct or subcontract, or the COnDUf'l'IIn8tlOl'l 0' thil
(a) A CertitlClllion of Non..",egl'ld FacUltiea.1 'I" mlleriallupplr Igreement, al appropr.to. tM blddeor,
quired b~ the Mlr 0, '087, Ord.r 01 the Secretary of Feder.l-ajd conlfruetlon contrlctor, lubcontractor, or
Labor (32 FA 7439, Mar 'Iii. 'DB'" on Elimiu.lon 01 1ftII..,ja' luppl..,. .. appropriate, clrti.... thll. he
fA tlMt Facilities. which II Ineluded In thl pro' doea nOI "'llrotaln or provide lor hill emplo,... any
b I', ,c ~to~I':~:~=r ~Ur~:l:~':~r.:~~~ :::~::~:~I:~~ :~,.r 'O~:li:;:::~:::;::;:~
t Ion of . mal"'_' sup. ..rvlc.. at any loee'IOII. und.,. hi, control, wh.... Mg'
Ir 'a"at.ct '.olllt... .r. lnam'alMd. He ~"... f~
. , In ovtelonl 'hit .. will Mil maintain Of pro~ld. tor hi, ....ployee.
01 Ii'll Q Opp U ~ Inv ..greg"ecl 'Iclltt~. at Iny 01 hi, .Ilabli.mn.ntl.
~ Ind 'hat hi will ftot ~rmh hie .mploy", to pWlorm
~~~:~:~::c:; .~~Ifttna r :,: 7/; t r MNice'~~I~:~~ ::::n., 10~~:::~.~ c:'O::I~ =r:
Ina Into I mlt.rlal aupplv .af t h carUIIClltJon II' vlolltlon 01 the EQu,a1
aubconlractor or m.t.,I., auppU.r wm be un. conlr.ct, A. ueed In thl,
M'" ,10ft.d ,nd aorMd to the "fovlllo"a 01 the .. . m " lIGe.t.d 'aciUtll." "".ftIi
ttflc.Uon or Nonhareo.'.cf F.ellitll." tn tho eubcon. ,.... ,..troo",. .net ...",
tr.ct or m.t.nal aupplv aore'''''''t. Thll certlflcellon ro other ..un.'....,
provld.. that 1M .ubCGntrllctor or m...rial auppl. clock., a othar Ilora
dOl. not mlmt.ln or provlda tor hil Imployeea '.elll. .,.... pairktnD I. D tOlmt.ml. vp
'iI. Which.,. --or'O.'.d onth. bl.l. 01 rlOI. Cf'Hd. Mlert.lnmlnt .,.... tr "ton.. . fr-,
cOlor, Of n.tlonal orla"'. whlthllr IUch tlellh... .,. It... prowtd.d 'or .mpIO,.... whlch.re U.
HDf09It.d bv dlrlctlva or on . de lacto ba.I.. ,.... Ixpllclt dtr.min or a,.", 'act MOtIO' .
OIf'IlflOl,lon "ao provldl' Ih.1 ,he .uboontr,ctor 01' 'II. Of raoe, crMd, color, or n,'lorlll oriain. 0 t
",.'arlal.upplllr will not .....'nt.ln lueh MONO.t,d ... Mbft. I~I cualom, or otha,.I... HI.oree. 'hit (I.'
el1llll'. oepl ~a he h.. obl.iL'lld kleftlleal oertWIclIIon.
'rom prDPoaacl lubconlrntor. .nd Nt.r..' auppl.1
'Of .,ectfIC IN PMkMI'), he will obtlin ldefttM)el certl'
.Ioatlon. .rOM propo.ed aubcOfttractOl" or ""t,,1I1
.upplllft PfIOl' to the ...rd 01 aubcontract. or thI
conllll'l'l",.Uon 0' ...tari.1 Illppl.- .ar~'. I.'
CMdIftlJ. '0.000 whlol'l 'N not 1.1fftI)t from the provI.
alon. 0' ......EQull OpPorI"nItV c1aUM, and thl' he will
,...'" .uch OIWtlf'CaUOfII In Na .1...
-
FEDDAL AID PfiOPOSAL N011C2S
NOTICE TO NOSPEcnve RDEltALooAID
CONSTRUcnON CON'TRACTCNII
I. CERTlFlCAnON OF NONSEORATED FACII.J1IZS
~
(a) A Certilication ot Non..gr.gated F.ci..t.... a,
reQuired by the May g. tSJe7. Order oltha s.~'ry 01
Labor (32) F.R. 7438. Ma)t/.o HI. ,liM57) on Elimination 01
Segregated Faciliti., ,. incluGad in the proposal and
mu.t be aubmitted prior to the ".arel ot a FedenIIl-aid
highway conatructlon contract ...c..ding $10.000
which is nol ...empt from the provt.ton, of the EQual
Opportunity c1au...
(b) Biddflfl .Ira ceut~ .. 10I10W*: By aigning thia
bid. the bidder will be ~ to head atgned and
.~ to the Pfoviaionl of the ..Certification of Non-
eegregated F.cllilie," in this propoaal. Thi.~.
1:ion provide. that the tNddlr don not maintain or
provicH lor his employee 'leUtt_ which .,. segre-
gated on. baai, C)f raee..CNed. color.. or national ori-
gin, whe1".r .uch '.cUIUes are .'ar.g'tld by
dlfwocU.... or on a de tacto ba.I.. The Certltlcatiorl ,'eo
provide. thlt 1he bidder will not mamta,,' such ugre-
gatad laclUh...
(c) BldcMl'f, receivinG Federal.aid high.ly construc-
tion contract award. ...~Ing S 10.000 whidl.,. not
..ampt from ,he provi,io"l of 'hi Equal Opportunity
c&lu... will bII reQuired to p,ovldl tor the iDIWarding of
thl following "ot,~ to prOOP"ctlve allbcontr.ctor. tOf
eonltructlon contracta Ind mat,ri.1 .uppliara where
the ~contr.cll or material aupply Igra.."..,... ex.
ceeCla10.000 and .r. not ..ampt trom the provialona
of 1M Equal OppOr'lunlt..a ClauM.
HOncz TO PltOSPl!CTlY! SU.CONTRAC'T0R8
AND...._ __1Itl OF IlEOU_
FOR C2ItTtFICATION OF NOHKQRf..QATED
P'ACIUTI!S
"
\
(c) Subconlr.clora or ",a"rial .uppher. '.~.a
.weanlrael.wlrd. or N..,I.I .upp~ aarHfMfttl ...
OMCfIAg '10,000 wh~" .r. "01 I.~' 'rom thtl prOWl.
.ion. of the EQu,a1 Oppof'tllfttty e"UN will be NoeI"ifM
to PfovlN for thl f~rdinD olthl. l'IOtloa to proapeo.
th'l .ubOot':)'actor. for COMltruotlon contract..ftCI fl\II.
t.,,,1 .upPl..... wMr. 'he subcontract. 01' ""t."1
.upplV .0,......"'. ..0Md l'O,ooo.nd .r. not ...
ampl from th. prov..lona ot the EQ..-l Opport""""
olatt'..
JEFFERSON COUNTY ROAO
QUEETS RIVER BRIDGE
84W034
- ~w--
0_
.
.
.
..
.. IIIII'LBIENTATION OF CLEAH AIR ACT AND
FEDERAl. WATER POLWTION CONTROL ACT
c.) BV signing this bid. the bidder will be deImed to
MV8 atiPulatecl .. tollo...:
(1) That eny '.cllity to bo uti1U:ed 1ft the per1onn-
anc.a 01 this contract. unle.. suctl contract ia
...empl under thI ~..n Air Act. a. amandad
(42 U.$.C. 1857 at aeg" .. amended by Pub
L. IIt-8004. and under thl Federal Water POIlu.
tion Control Act. .. .mended (33 U.S.C. 125
.g Mg.... a~ by Pub L. 02-500). bee.
u1ive Order 11738. .nd reg"latlOnl in imp....
mentation ~I (40 C.ER.. Part 15). .. not
tiated on the U.S. Env&ronmerltal Protectton
Agency (EPA) Li.t 01 Viol.tina Facilitie. P*lr.
auant 10 40 C.F.R. 15.20.
(2) That thl Stale o.p.rtment of T....naponaUon
ahall be promptly notititld prior to contract
aw.reI 0' the raceipt by the bidder of any com'
munication from Ii'll DnaOf'. on,ca of FedM'a1
AC1i,,"iI.. ED.\. mdicating ttult . '.ethtv to be
utilized tor the contr.ct .. under con.;CS....tlon
to bellI.ted on thI EPA Lis' of Violatina Faeili.
1...
FIEDEFW. AID CERTIFICATION
CERTIFICATE OF NONSEGREGATED FAClLIT'IZS
(Appli~ble '0 Feder.I..id construction contract. and'
ralated aubco",rlcta I..eeeding .10.000 which .,.
not ..ampt from the EQul1 Opportunity clau...)
Nof.: n.. ,.,..ny for INIl:/tIg ,.,.. .'.'""",'e ff\I 0"
,.,. ~ ptWIcrtb<<I 4" " U.S C. rOO,.
PAGE 9
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The Contractor'l!. compliance with the Execu.
tive Order and the regulations in ., CFR Part
eo... shall be based on ila implementation of
the Equal Opportunity Clause. specific affirm-
.tive action obligations required by the speci-
fication. ..1 forth in 41 CFR 60.....3(.). and i'l
_ffons to ,neal the goals. The hour. of minor.
ity and temale employment and training must
be substantially uniform throughout the 'ength
At tho contract, and in .aCh, "Idl,' and the
Ilor shill make. gaM 'ailh _"on 10
p " . Ind women eventv on .ach
o 01 s. anaf.r of minority or t."
I . "ot'n Contractor
~r 0 ( J_,orthe
sol p oa f Ie '.
goala shall b .
Executiv. Order an " R
Pin So... Compliance wi 1 I be (J)
",o..urod 000;011 fho 10',Of wo IfJr!J f/)
fo,,,,ed, l/ /;1 UJ
.. _ ~,,_ ..., .~~ ~~ __. I /J!lfJ)~
f;oo 10 Iho D;,.c'or 01 Ihe Off;c. 01 Fod.,el IJrJ;"
Contract Complllnc. Program. wilhin 10
working daYI of award of any conatruction
eubcontrlct in o,;c.., of 510,000 II any tiar
'or conltructlon wort( under thl conlracl ,..
lulling from Ihi. loliellalion. Tn. "ohficllion
.n.1I iii' tha nlm.. addra.' and 111~hDM
numb., 01 the lubeontrlclor. .mploYlr ld~.j.
flcation number of th. .ubcontrletor. ..ti.
mllld doUar amount of Ih. .ubeontr.cl.
..Umllld ItlrUng and compl.llon dale, of
Iha aubconlraet. and the geographical .r.. 'n
.nlch Ihl lubconlracI il to b. perrormld.
-
:'
NDTICE OF REQUIREMENT FOR AFFIRMATIVE
AcnON TO ENSURE EQUAL'EMPLOYIo1ENT OPPOR-
TUNITY (EXECUTIVE ORDER 112C41)
~
(1) The OtferOr-s or Bidder's auention is called to
the "Equal Opportunity Clause" and the
"Standard Federal Equal Employmenl Specifi-
cations.' .,t torth herein.
(2) The goals and timetables for minority and fe.
male participation. expressed in percentage.
terms for the Contraclor's aggregate work
'oree in each tr,d, on an construction ~ in
the coyered area. are IS 'ollows:
r.... GcMIs 101' minonty ao.'~ lor ,."..,.
T.bM. ".rticipation tor .ach ".tticipatiotl in Nch
trade t,.d.
(s.. 5p<<ial Pt'oWsKJns)
~.e goals are applicable 10 aUlhe eontac.
tor's construction work (whether or nol it i.
Federal or federally asaisted) performed in
the covered area. If the contr.ctor performs
construction work in a oeographical area 10.
cated oulalde ot Ihe covered area. it shall ap.
ply Ihe OOlls .st.blished tor Stich
oeographica' area where the work o. actually
porform_d. With reoard 10 this .econd ar...
the contrlctor al.o i. aubiectlo Ihe Ooal. tor
both its tederally involved and non.lederally
involved construction.
,
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JEFFERSON COUNTY ROAD
QUEETS RIVER BRIDGE
84W034
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(4) As uMet in this Notice. Ind in the conlract re-
ISUlIlng ,from this solicUation. the "covered
....... ia .. deaiQnlled in the Special Provl.
aions tor ttria protect.
The go.1s and timelables tor tamale and mi.
nority utiliZ8tlon shall be included in all Fed.
.ral and teder.lly assisted con.truction
conlr.cts .nd subcontr.cts in exce.s o'
$10.000. The goal. arQ applicable to the Con.
tractor'_ Iggr.gale on_ite construction
workforce whethor or not part of that
WOfktorce is performing work on . Federal or
f.ar.lly....i.t.d construction contract or
aubcontract.
The Contractor i. h....by advi.ed that by signature of
this propoaal he i. deemecllo have signed the follow.
ing c....ificAl. required tor this Project:
oNDN-COLWSlDN CERT1FICATE
The undersigned. being duly .worn. deposes end says
tNit the person. tirm. a..oeiation. co-partnership or
corpor.tion h.rein named. ha. not. eithm directly or
indirecltv'. enter.d inlo any agr.ement. pauticQated in
any conuaion. or otherwise t.ken any action in re.
atraint of tree competitive bidding in the preparalion
and aubmillion of Ihis proposal to the Wallhitlgton
St.l. Departmant ot Transportation tor con..detation
in th. ""ward 01 the contract.
@@P/y
PAGE 10
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JEFFERSOR~VER BRIDGE GE 11
I QUEETS PA
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PROPOSAL- CONTINUED
The undersiBJled hereby agrees to pay labor not less than the prevailing rates of wqes in accordance
with the requirements of the special provisions for this project.
A proposal guaranty in an amount of five percent (5%) of the total bid, based upon the approximate
eo;timate of quantities at the aboye prices and in the fonn as indicated below, is atlached hereto:
CASH
o IN THE AMOUNT OF
o
DOLLARS
CASHIER'S CHECK
CERTIFIED CHECK
PROPOSAL BOND
o ($
I PAYABLE TD THE STATE TREASURER
o IN THE AMOUNT OF,5% OF TIlE BID
Receipt is hereby acknowledged of addendum(s) No,(s) ---- ,
&
SIGNATURE OF AUTHORIZED OFFICIAL(S)
FIRM NAME
(ADDRESS)
,"om .o~~f.P)I$/jfIjfj Ai 71/J ((J)
~d"or_ .,,- <W'AJ~
.... OJ nh =:':." ___....~ .__ of'" p.,> _m~@)2. P.f
".""wIOII from Ihe St.",,"')' uf 'l'N1l1(I<J,ItIIIuIl will'" .-Ult flJJ' .'H1I1t/trltw Iht P"'PU""Im""""~
IJIbHqutlll "'J/!C1101l uf Iht bid,
(2) PI.... rIIflr'o ''':1101I J.02,d of lilt ,,.1UMtr/ 1/HC1{/cG11000J, rr: "",,,.,.,,1011 of PropoJllL "0' "A"leI,.,,,
of Ih, IIll/rur/IOllJ 10 Blddm fo, bulldlll, rUll,trUe/lOll Job~
(J) ShOlAld It lit 1l__Y 10 modify Ihb prupugl '1111" III wrlI"" or by ellC/I'OIlU: IIlIMIl', pllll".....' "'f'"
'"et '0 ,11, foUowlll6 propoJllIIlUIIlH' IIl)lUfU _"alloll
JEFFERSON COUNTY ROAD
QUEETS RIVER BRIDGE
84W034
PAGE 12
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B. G. BROWN, DISTRICT ,2
Jefferson County
BOARD OF COUNTY COMMISSIONERS
Port Townsend, Washington 9B368
.Phon.. 12061'385 -2016
A. M,O'MEARA. DISTRICT 1
JEI'F1:IISON COUN IY COUKTIIOIJSE
NAIIONAI HlsrOHIC Slrr,-
POUI TOWNSlNIJ.W^S'IIN~IUN
CARROLL M. MERCER, DISTRICT 3
FINAL
DECLARATION OF NON-S.IGNIFICANCE BY J,EFFERSON COUNTY
CHAPTER 43.,21C R.C.W. ,WASHINGTON STATE ENVIRONMENTAL POLICY ACT
DATE: December '7, 1981
PROPONENT: Jefferson County Public Works Department
DESCi,IPTION:
Replace the existing ('!ueetsRiverBridge and realign the existinCl
roadway between.the (lueets River Bridge and U.S. Highway 101.
LOCATION:
Approximately 20 miles west along U.S. Highway 101 from Amanda Park
at the intersection of the Clearwater Road and U.S. HiCJhway 101.
This proposal has been determined by the Jefferson County Board of Commissioners to not
have a ~ignificant adverse impact upon the environment. An environmental impact state-
ment is not required under R.C.II. 43.21C.030(2)(c). This decision was made after reviHw
by Jefferson County as lead agency of ,a completed environmental checklist and other infor-
mation on file with Jefferson County.
BOARD OF COMMISSIO~ERS OF
JEFFERSON COUNTY, WASHINGTON
_~~~A~~~
B.G. Brown. i\ nnan
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FORM FOR ~ROPOS~DDECLARATlON
OF '[Sl~N~F~C~c~/NON~si~N~F~~~CE]
Descrip~ion o,fP_roposal, Queets River Bridge Replacement 'Project
P^roponent ,
Jefferson County Department of Public Works
:Locat.ion o_f :~.roPosa.l .
Clearwater Road and QueetsRiver,
Jefferson County Washington
,:
,Lead Agency
Jefferson County
Th.is proposal has .been dete,rminedto [~nothave] asign.i,fican~
adVerse impact upon .the env.i,ronment. An .E.l.S [~is not] ,requ.ired
under RCW 43.:21.C. 030 (2 ) (c) . This dec,is,ionw.asmaci,e afte,rreview
by the .leadagency oJ a completed ,envi,ronmental check.l,is,t ^and
othe,r info,rmat.ion on ,fi.le with the .lead agency .
Responsible O.fficial, #~L. ~ (/~(7 ~"___IL~~U~
Pos,i,tion/T.it;te, t?,,~U'b..A-'
Date / -7 ..::7~). /f? R I
~~~/
,S.ignature
MITIGATIVE ~lEASURES
Erosion control measures shall be employed during construction.
The construction time frame for facilities in the water or alon9 the river
bank shall be coordinated with the Quinault Indian Tribe and/or' appropriate
fishery agencies.
cc: Quinault Indian Tribe
U.S. Fish and Wildlife Service
Washington State Department of Fisheries
Washington State Department of Transportation
1.
2,
Enclosures
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.ENV.IRONMEN~AL CHECK.LIS~ :F9RM
~hl;! :fpllowin<J ques~ionn.aiJ:~wo,J:kShl;!~~ .c,an .b~ .USl;!!i ~o .SJ.lInm<!J:.i,ly
evalual:.e.the s.i<Jn;i.,fi.cance and envi.rt;>nmenJ;al ,impa9J;s p,f .ap_rOPPSl;!,(l
adminis,trat.iveacJ;ion an!i projectw,iJ;hinthe _r~qJli,remenJ;5 .ari!i
inJ;ent pJ~he SJ;aJ;eo.f washin~~onEnv,iJ:pnmenJ;al' :Po,l.i9Y ,A9J; I.sEJ'A l..
~hep~opo$e!i p~oject;i.nvolv~s ~ep.la9l;!ml;!nt o~J;he~~;i.st.in<J
QueeJ;sR.iv,e,i8.r.i!ige .and.apprOa9hl;!sa;Long jil ,n~w _~os,s.ing .al.i<Jnml;!nt,
and,realignmen~ o:fJ;he_roa!iw.ay ~nnect:lng -j;he _br,idge .J;9 'O..,S..
Hi<Jhway101_.
I . .,BACKGROUND
1. Name oJ :p,ropon~nt:,Department oJ :P,ub,lJ.9 Wo.rks,
Jet,fe,r,son cpunty.
,2,. Ad(lress anpPhoneNumbl;!roJ.P,roponenJ;:
.coJl,rthouse
:porj; ~pwnsend, Washj.ngtpn .98.368
1.206 )385-3505 .
3. Da~e checkJ.ist SubmitJ;ed:
4. Agency Requiring Che9klist: Jeffe,rson County
5. Name of Proposal, if applicab.le:
Queets River Brj.(l<Je ReplacemenJ;
6. N,atuJ:e ~nd Brief Description of. J;heProposal (including
but not limite(l to its size, <JeneJ:aldesign elements,
and other factors that will give an accurate under-
stan(ling of its scope and nature):
~he JeffeJ:son County Department of Public WOrks
proposes to replace the existing QueetsRive):'
Bridge an(l tOJ:ealign the existing roa(lway between
the Queets RiveJ: 8J:idge and U.S. Highway 101 to
provide a ,safeJ: bridge, approaches, ,an!i ,inteJ:sec-
tion. The project vicini ty ill shown in F!guJ:e 1..
Provisions for pedestJ:ian and bicycle traffic, in
addition to vehicular tJ:affic would be made. The
bridge design would also provide for utility
crossings, including a telephone line, a water
line, and an electrical tJ:ansmissionline.
The proposed project involves construction of
a new cpnorete box girder bridge SO to 100 feet
upstream from the existing bridge on an alignment
nearly parallel to the eXisting bridge alignment as
shown in Figure 2 . Construction along the new
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SCAl.E IN FEET
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alignment would allow traffic to continue on the
existing bridge until the new bridge is ready. The
existing bridge would then be removed. Removal
would entail stripping the bridge of its deck and
other parts, and dropping the bridge trusses into
the river. A crane would remove the bridge trusses
from the river the same day. The new bridge would
consist of four spans totaling 740 feet. Ap-
proaches would be approximately 1000 feet long. A
temporary contractor's bridge, constructed on
piles, would be required upstream from the new
bridge alignment to allow access for construction
of the central bridge pier and other bridge parts.
A sheet steel coffer dam would be placed in stream
during construction of the central pier. after
which it would be removed. Fill would be required
for new approaches leading from the roadway align-
ment to the new bridge crossing. Some new ROW
would also be required.
The proposed action also involves construction of a
new roadway connecting the Queets River Bridge with
u.S. Highway 101 (Figure 2). Approximately 4.5
acres of new right-of-way (ROW) would be acquired
by Jefferson County for construction of the new
roadway. The old roadway would probably be removed
and the area would be revegetated, according to
wishes of the landowner. County ROW easement
rights would be given up where they are no longer
needed. The new road would intersect with U.S.
Highway 101 approximately 525 feet west of the
existing intersection, which occurs in a dip and
offers poor sight distance in both directions along
u.S. Highway 101. Moving the intersection as
proposed would improve the sight distance required,
and thus the safety of the intersection. Some cut
and fill would be required in grading the new
roadway.
Construction Schedule
Commencement of construction would begin in mid-
1983. If the bridge and roadway portions of
the project occur concurrently, construction of the
project would require approximately 24 months.
Instream construction activities in the Queets
River that could affect fisheries resources would
be limited to the period June 15 - September
15 as required by the Quinault Tribe to protect
fisheries resources.
A construction schedule is attached as Figure 3.
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CONSTRUCTION TIME SCHEDULE
YEAR 198~ 1984 1985 ' ,
MONTH IJUN JUL AUG SEP ocr NOV JUN JUL AUG SEP OCT New DEC JAN FEB JAM APft tiAy JUN
APPROACH FILlS bJ
. CONTRACTORS BRIDGE
PIER I (ABUTMENT)
PIER 2 r::; ~ r.//~ ,~
PIER 3 (CENTER)
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PIER 4 ~ ~
PIER !5 (ABUTMENT) '//
SUPERSTRUCl'mE '// 1'.-1
ROADWAY CONSTAUCnON ~
EXISTING BRIDGE lZ ~
REMOVAL
*' CONTRACTORS BRIDGE BEDIN INSTALLATION JUNE 15 AND AEMOW. SEpt, 15.
FIGURE 3
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7. Location of Proposal (describe the physical setting
of the proposal, as well as the extent of the land area
affected by any environmental impacts, including any
other information needed to give an accurate under-
standing of the environmental setting of the proposal):
The location of the project is shown in Figure 1.
The existing Queets River Bridge crosses the Queets
River immediately upstream from the confluence of
the Clearwater and Queets Rivers on the Quinault
Indian Reservation in western Jefferson County.
The intersection of Clearwater Road with u.s.
Highway 101 occurs approximately 20 miles westward
along u.S., 101 from Amanda Park.
The project area is shown in the attached Figure 2.
In addition to the proposed project features,
Figure 2 shows the existing bridge and road align-
ments and other significant features of the project
area.
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8. Estimated Date of Completion of the Proposal:
Mid - 1985.
9.
List of all Permits, Licenses or Government Approvals
Required for the proposal (federal, state and local--
including rezones):
o Quinault Tribal Council Approval
- Hydraulic Permit
- Building Permit
- Environmental Checklist
Coastal Zone Program Management Compliance
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o Washington State Hydraulics Permit
o Jefferson County building permit
Do you have any plans for future additions, expansion,
or further activity related to or connected with this
proposal? If yes, explain:
No.
Do you know of any plans by others which may affect
the property covered by your proposal? If yes, explain:
The WaShington State Department of Transportation
has indicated it has sufficient additional ROW
(12-14 feet) along U.S. Highway 101 in the vicinity
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of the proposed intersection to establish a center
lane for acceleration and deceleration of vehicles
entering and leaving U.S. 101, respectively.
12. Attach any other application form that has been completed
regarding the proposal~ if none has been completed, but is
expected to be filed at some future date, describe the
nature of such application form:
A federal environmental assessment was submitted to
the Washington State Department'of Transportation
and U.S. Department of Transportation, Federal
Highway Administration pursuant to P.L. 91-190.
II.
ENVIRONMENTAL IMPACTS
(Explanations of all "yes" and "maybe" answers are required)
~ Maybe ~
(1) ~. Will the proposal result in:
(a) Unstable earth conditions or
changes in geologic substructures?
(b) Disruptions, displacements, com-
paction or over covering of the soil?
(c) Change in topography or ground
surface relief features?
x
x
X
(d) The destruction, covering or
modification of any unique geologic
or physical features?
(e) Any increase in wind or water
erosion of soils, either on or off
the site?
(f) Changes in deposition or erosion
of beach sands or changes in siltation.
deposition, or erosion which may modify
the channel of a river or stream on the
bed of the ocean or any bay, inlet or
lake?
x
x
x
Explanation: (b) Yes. Soil under new roadway and fill
for bridge approaches would be compacted and covered.
The area affected would be approximately 4.5 acr:es.
The old roadway surface and fill would probably be
removed and planted (depending on the wishes of land-
owners). (c) Yes. Some excavation and fill would be
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required in grading the new roadway. (e) Yes.
Temporary increases in water and wind erosion of
disturbed areas might occur. Revegetation and slope
stabilization measures such as the use of mulch would
minmize erosion. (f) Yes. Removal of the existing
central bridge pier would probably result in erosion of
sediments that have accumulated behind the pier and
that extend to a small mid-stream island. Deposition
~~uld occur within a short distance downstream, possibly
resulting in deposition on existing bars.
Air. will the proposal result in:
(a) Air emissions or deterioration
of ambient air quality?
(b) The creation of objectionable
odors?
(2)
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moisture or temperature, or any
change in climate, either locally
or regionally?
Explanation: (a) Yes. Some temporary decrease in
ambient air quality due to emissions from construction
equipment and fugitive dust from grading/filling
activities would occur. No violations of standards are
expected. The project would eliminate the need for log
trucks and other vehicles to stop while yielding to
on-coming traffic on the existing one-way bridge.
Thus, the project should result in long-term slight
improvements in local air quality.
(3) ~. will the proposal result in:
(a) Changes in currents, or the
course or direction of water movements,
in either marine or fresh waters? X
(b) Changes in absorption rates,
drainage patterns, or the rate and
amount of surface water runoff?
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flow of flood waters?
(d) Change in the amount of sur-
face water in any water body?
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(e) Discharge into surface waters,
or in any alteration of surface
water quality, including but not
limited to temperature, dissolved
oxygen or turbidity?
(f) Alteration of the direction
or rate of flow of ground waters?
x
x
(g) Change in the quantity of
ground waters, either through
direct additions or withdrawals,
or through interception of an
aquifer by cuts or excavations?
(h) Deterioration in ground water
quality, either through direct in-
jection, or through the seepage of
leachate, phosphates, detergents,
waterborne virus or bacteria, or
other substances into the ground
waters?
x
x
(i) Reduction in the amount of
water otherwise available for
public water supplies?
Explanation: (a) Yes. The proposed action would
1nclude placement of a central bridge pier in the
Queets River and removal of an existing bridge pier.
Localized changes in the currents would be associated
with these actions. No changes in the channel course
would, however, be expected as a result of these
actions. The circular shape of the proposed new
pier would cause less water deflection than the existing
pier, which is rectangular with rounded ends. The
proposed new central pier should result in less accumu-
lation of logs and other debris than is associated with
the present pier. These log jams presently cause
greater disturbance to currents than would be experi-
enced with the proposed central pier. (b) Yes. paving
the new roadway segment would eliminate absorption of
water under paved areas. (e) Yes. Instream construc-
tion activities such as central pier construction and
construction of the temporary contractor's bridge would
disturb the streambed. Increased sedimentation and
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(4)
turbidity would be associated with these activities
during the construction period. These impacts would be
short-term. Disturbed soils, associated with road
grading and fill activities, would be prone to water
erosion. Runoff entering the Queets River would
contain greater sediment loads, and thus may result in
short-term increases in turbidity in the QueetsRiver.
Revegetation of disturbed slopes, especially those
adjacent to the river, would minimize the duration of
this impact.
~. will the proposal result in:
(a) Change in the diversity of
species, or numbers of any species
of flora (including trees, shrubs,
grass, crops, microflora and
aquatic plants)?
x
(b) Reduction of the numbers of
any unique, rare or endangered
species of flora?
(c) Introduction of new species
of flora into an area, or in a
barrier to the normal replenish-
ment of existing species?
(d) Reduction in acreage of any
agricultural crop?
Explanation: (a) Construction of the new roadway from
U.S. 101 to the Queets River Bridge would result in
clearing 4.5 acres of forested land. Forest compo-
sition is typical of the area with western hemlock,
western red cedar, and Douglas fir as the predominant
tree species. Dense understory occurs along the
proposed roadway. Typical species include salal,
elderberry, Oregon grape, osooerry, and sword ferns.
The forest community appears to be second growth. No
change in diversity of species in the area is expected
from the proposed action. A small area east of the
existing north bridge approach would be cleared for
construction of the new bridge approach. WillOWS,
alder, Douglas fir, Sitka spruce, salmonberry, sword
fern, and thimbleberry are found in this area. The
area that would be affected by the south bridge approach
is largely an abandoned field, with grass species as
well as herbs such as western buttercup and thistles,
and bracken ferns. NO'wetlands would be affected by the
proposed action.
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(5) ~. will the proposal result in:
(a) Changes in the diversity of
species, or numbers of any species
of fauna (birds, land animals
including reptiles, fish and ,shell-
fish. benthic organisms, insects or
microfauna)?
x
(b) Reduction of the numbers of
any unique, rare or endangered
species of fauna?
(c) Introduction of new species
of fauna into an area, or ,result
in a barrier to the migration or
movement of fauna?
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x
(d) Deterioration to existing
fish or wildlife habitat?
x
Explanation: (a) Yes. The elimination of some fauna
would result from clearing the ROW for the new roadway.
While birds and relatively large mammals would likely
be able to move out of the area directly impacted by
construction activities, smaller mammals such as mice
and shrews would probably be killed. Displacement
would probably result in the loss of individuals of
animal populations, since adjacent habitats may already
be at carrying capacity. If blasting is required
during instream construction, the shock waves could
kill some fish and other aquatic organisms. Restric-
tions on timing of instream construction would minimize
such impacts. (c), (d) Yes. Construction of the new
roadway segment would result in increased noise dis-
turbance to wildlife along the new roadway and create a
hazard to wildlife crossing the road. Abandonment of
the old roadway would, however, reduce these types of
impacts to adjacent wildlife along the old roadway.
The determination of what would be done along the old
roadway would be subject to negotiation between land-
owners and Jefferson County. Short-term degradation of
fish habitat would result from increased turbidity and
sedimentation associated with instream construction.
Work in the stream would be restricted to periods least
damaging to fish populations. It is expected that
instream construction would be permitted only during
the period of June 1S to September 15 as required by
the Quinault Tribe. No long-term degradation of fish
habitat is expected due to the proposed project.
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Noise. will the proposal increase
eX1sting noise levels?
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Explanation: Yes. The proposed .action would result in
temporary 1ncreases in noise due to ,construction
equipment .inc~uding blasting, if necessary. Such
temporary noise disturbance is exempt from Washington
State noise regulations (WAC 173-60).
Light and Glare. wil~the pro.-
posal produce new ~ight or
glare?
Land Use. will the proposal
result 1n the alteration of the
present or planned land use of
an area?
Risk of upset. Does the proposal
1nvolve a risk of an explosion or
the release of hazardous substances
(including, but not limited to,
oil, pesticides. chemicals or
radiation) in the event of an
accident or upset conditions?
Explanation: The proposed proj'ect is expected to
decrease rlsks of accidents on the bridge and its
approaches. See Transportation/Circulation.
pOPulation. will the proposal
alter the location, distribution,
density, or growth rate of the
human population of an area?
Housing. will the proposal
affect existing housing, or
create a demand for additional
housing?
(7)
(8)
(9 )
Natural Resources. will the pro-
posal result 1n:
(a) Increase in the rate of use
of any natural resources?
(b) Depletion of any nonrenew-
able natural resource?
(10)
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Yes
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Transportation/Circulation. will
the proposal result 1n:
(a) Generation of additional
vehicular movemen~?
(b) Effects on existing parking
facilities, or demand for new
parking?
(c) Impact upon existing trans-
portation systems?
(d) Alterations to present
patterns of circulation or move-
ment of people and/or goods?
(e) Alterations to waterborne,
rail or air traffic?
(f) Increase in traffic hazards
to motor vehicles, bicyclists or
pedestrians?
Explanation: (c),(d) The proposed project would result
in replacement of a substandard bridge and approaches
with one that meets all relevant design standards. The
proposed intersection would be safer than the existing
intersection. Traffic would be two-way over the
proposed bridge rather than one-way with the existing
bridge. A separate pedestrian/bike lane would make
crossing the brldge safer for pedestrians and cyclists.
Thus, impacts to transportation/circulation would be
beneficial.
X
X
(' 4)
Public Services. will the pro-
possl have an effect upon, or
result in a need for new or al-
tered governmental services in any
of the following areaSI
(a) Fire protection?
(b) Polioe protection?
(c) Schools?
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(d) Parks or other recreational
facilities?
x
(e) Maintenance of public facili-
ties, including roads?
x
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(f) O,ther governmental '.,services?
EX1i>lanation: (d) ,Thepropo,sed 'project wouldel,iminate
ma1ntenance expense,s associated with ,removal of logs
and other debris that accumulate behind the central
pier of the existing bridge.
Energy. Will the proposalresul-t in:
(a) Use of substantial ,amounts of
fuel or energy?
(b) Demand upon existing sources
of energy, or require ,the develop-
ment of new sources of energy?
x
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(16) utilities. Will the proposal
result in a need for new systems,
or alterations to the following
utilities:
(a) Power or natural gas? X
(b) Communications systems? X
,r'\ (c) Water? X
(d) Sewer or septic tanks? X
(e) Storm water drainage? X
(f) Solid waste and disposal? X
\J
.
Explanation: (a) Yes. Grays Harbor PUD has a transmis-
sion 11ne on poles along the existing roadway. This
line crosses the Queets River in an overhead crossing
upstream from the existing bridge. This line crosses
uner U.S. 101 at the existing intersection of U.S. 101
and Clearwater Road. This line would have to be
relocated along the new roadway. (b) Yes. The Penin-
sula Telephone company has a cable crosslng on the
existing bridge. The proposed bridge would accommodate
this line. (c) YeA. Although no water lines cross the
Queets River on the existing bridge, possible future
need has been identified. Bridge design would provide
for crossings by utility lines.
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Maybe No
(17) Human Health. Will the proposal
result ~n the creation of any
health hazard or potential health
hazard (excluding mental health)?
(18) Aesthetics. will the proposal result
in the obstruction of any scenic
vista or view open to the public, or
will the proposal result ,in the
creation of an aesthetically
offensive site open to public view?
(19) Recreation. will the proposal
result ~n an impact upon the
quality or quantity of existing
recreational opportunities?
(20) Archaeolo ical Historical. will
proposa result ~n an alteration of
a significant archaeological or
historical site, structure, object
or bl1ilding?
x
Explanation: Maybe. Two Indian burial sites are known
to occur in the vicinity of the proposed project. The
exact locations of these burials have not been identi-
fied, but are believed to be far enough from the
project alignment that they would not be affected by
any project activities. An archaeologist approved by
the State Historic Preservation Offices (SHPO) ,is
currently conducting a survey of 'the proposed roadway.
If previously unknown archaeological resources are dis-
covered, appropriate consultation with the SHPO and the
Ouinalt Tribal Council would follow.
III. SIGNATURE
I, the undersigned, state that to the best of my knowledge
the above information is true and complete. It is understood
that the lead agency may withdraw any declaration of non-
significance that it might issue in reliance upon this checklist
should there be any willful misrepresentation or willful lack of
full disclosure on my part. ~
proponent: <~I~:f!f; ~1..rJ/-,..
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DEPARTMENT OF ECOLOGY
Af.)i/ ~Iup P\'.I,. ()f~'mpl.J V\.d)hlflgwn 'J(j:jO-l . (.!llbJ 4S':I-b(AA)
.June 22, 1983
Diatrict Engineer
Department of the Army
Seattle District, Corps of Engineera
P. O. Box C-3755
,Seattle, Washington 98124
Attention: Chief, Regulatory Functions Branch
Gentlemen:
Public Notice No. 07l-0YB-4-008693
Jefferson County Public Works
We have received and reviewed your public notice for a Department of the
Army permit for work in navigable waters.
On ~ehalf of the State of Washington, ve have no objection to the issu-
ance of the Corps Section 404 permit.
Pursuant to Section 307(c)(3) of the Coastal Zone Hanagement Act of 1972
as amended, this project is iD the coastal ZODe and appears to be
consistent with the approved Washington State Coastal Zone Hanagement
Program.
Please note this letter does not exempt the applicant from compliance
with other requirements of federal, state, and local agencies.
Sincerely,
. <;J~ . ~ ~/.:E;Q
DeDD~~:CS' Supervisor
Office of Operations &EDforceaeDt
DLL:lt
061632/818
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f)fPAI< IMLNl or ECOLOGY
,\10111:'1"'/' J/~ If. .. );IIIIi)'" j,...I~:l./lr:!":' '1(j50../ ". (.!(J()) 4r;f;J-t,(}(/(}
June22,1983
Jefferson County Public Works
Jefferson County Courthouse
Port TOWDsend ,WA 98368
,',
Gentlemen:
Water Quality Certification
Public Notice No. 071-OYB-4-008693
The application for .thesullject Corps of Engineers permit has been
reviewed in accordance with all pertinent rules and regulations.
This agency certifies these activities comply with applicable provisions
,of sections 301, 302, .303, 306, and 307 of the Federal Water Pollution
Control Act as amended. This certification is subject to the provisions
in the encJ,osedletter frOlll the Washinaton State deparUlents of
Fisheries and Game.
Please note this certification does not ex~t, and is provisionsl upon,
compliance with other statutes and codes administered by federal, state,
and local agencies.
Sincerely,
Q~~~~t;.t;)
Dennis L. Lundblad, Supervisor
Office of Operations & EnforceJll!eDt
DLJ.: It
061632/g17
Enclosure - June 7, 1983
ce: COE
EPA, Seattle
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Jefferson County Planning Departl1Jent
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county courthouse
port townsend, washington 98368
telephone (206) 385-1427
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david goldsmlth,dlrector
TO: Armv Corps ~t Engln~ers
FRQI.1: Jefferson CountV Plannl.ng Department
DATE: March 31, 1983
SUBJECT: Anny Corps Public Notice 071-0YB-4-00B693, Jefferson County Public
Works Department
_ Jefferson County has rev lewed the above-referenced pub II c not I ce and of.fersthe
following comment:
I';)( The county has determlnlld The propostld projtlct I!> eX~lIpt frolll the permit
requirements of the ~Iashlngton Stat.. Shorllllne ManClgem.mt Act and the
Jef ferson-Port Towns~nd Shore II ne ManaYlllflent Master PrograRl.
IJ The proposed project r~qu J res a shorlll I nd rnllnagllfflcnt substclOt I a I deve loplllent
permit In llccordllnce with the Washington Stahl Shoreline MclObgement Act "IllJ
the Jefferson-Port Townsend Shoreline Manllgtlment Master Program. The county
requests that your agency withhold Issuing a ptlrmlt until the developer
compiles with the act and master program.
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IJ The county Issued /I shoreline managllfllsnt subsT/lnTlal developllltlnt permiT for
the proposed projeCT In llccorllllnc.;e with the Wash Ington St..Te Shore I Ins
ManaglllOent Act and The Jefferson-Port Townsend Shortlll ne McInageOlenT Master
Program. (See the attached perrnlt.)
cc: Jefferson County Public Works
Alphll Engineers, Inc.
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Public Notice
of Application
for Permit
US Army Corps
of Engineers
Seattle District
Regulatory Functions Branch
P. O. Box C-3755
Seattle, Washington 98124
(206) 764-3495
Public Notice Date: 28 Karch 1983
Expiration Date: 27 April 1983
Ref erence: 071 ~YB-4-008693
NllIIIe: JeffersOD County
Public Works Department
-!"
Interested parties are hereby notified that application bas been received for
Department of the Army permit in accordance with Section 404 of the Clean Water
Act for certain vork described below and shown on the inc1osedprint.
APPLICANT - Jefferson County Public Works Department
Jefferson County Court House
Port Townsend, WA 98368
ATTN: Glen Bagley, P.E.
telephone (206) 385-3505
~-
Alpha Engineers, Inc.
320 Andover Park East
Seattle, WA 98188
ATTN: Noel Miller, P.E.
telephone (206) 575-8299
LOCATION - In Queets River near Quinau1t, Jefferson County, Washington.
~ _ Place approximately 690 cubic yards of rock riprap.
PURPOSE (PER APPLICANT) - Prevent erosion at bridge piera.
ENDANGERED SPECIES - Preliminary determinations indicate that the activity vill not
affect endangered species, or their critical habitat, designated aa endsngered or
threatened (Endangered SpecieR Act of 1973). Formal consultation under Section 7
of the Act is not required.
CULTURAL RESOURCES - Presently unknown archeological, acientific. prehistorical or
historical data may be lopt or destroyed by work to be accomplished under the
requested permit. The work is not located on a property registered in the National
Register of Historic Places.
PUBLIC HEARING - Any person may request. in writing. vithin the co.-ent period
apecified in thia notice, that a public hearing be held to consider this applica-
tion. Requests for public hearinga .hall state, with particularity, the raaDona
for holding n public hearing.
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Direct'"
IOHN SPUlMAN
Governor
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STATE OF WASHINGTON
DEPARTMENT OF ECOLOGY
M,)i/SropPV'l1 . 0/ympi.J. WashinBron 98504 . (2U6}75J-2800
2.8 Marc::h 17 8~
STATE OF WASHINGTON
DEPARTMENT OF ECOLOGY
Notice of Application for
Water Quality Certif~cat~on
and for
Certification of Consistency with the
Washington Coastal Zone Management Program
Notice is hereby given that a request is be~ng filed with the Department of
Ecology for certification that a proposed diacbarge resulting from the project
described in the Corps of Engineers Public Notice No. 071-o.,e.-4-008"~~ ,
will comply with the applicable provisions of State and Federal Water Pollution
Laws.
f"
Notice is also given that a request is being filed wlth the Department of Ecology
for concurrence that the above referenced project will comply with the Washington
State Coastal Zone Hanagement Program and that the project will be conducted in
a manner consistent with that Program.
Any person desiring to present views pertainingtg the project on either or both
(1) water pollution or (2) the project's compliance or consistency with the
Washington State Coastal Zone Hanagement Program may do so by providing written
co_nts to the Department of Ecology. Inter-Agency Operations Section, Haii
Stop PV-ll, Olympia, Washington 98504.
o
Plea.e note, state regulation requires a .tnimum of 20 days of public notice.
The cOlllllent period will begin 2.e M8rcJ1 19B!I (date of publication) and
run until final comments are received from Teview1n8 atate agencies and the
local government(s).
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DEPARTMENT OF THE ARMY~i::~
.!'ATTI-E DISTRICT. CORpS OF ENGINEERS Ci2J......
P,O. .ox ,C-3715S I14.D '
SEATTI-E. WASHINGTON IlllllU . ,;1,.1."
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::fR....H/", WH. 91i18~
2B ;:Y./u-.u8'7 /'"3
,7),ar ""I,; H-//.er
Before we can proceed with the
of the Army permit, ,it must be
as ch~cked below:
Re.ference: ,,?/~e>y;.r- 4.-""t!f6~.5
"k/,4,~.."e..........!>- /:.Me "J,r~r ~
processing of your application .for a :Department
submitted ,in accordance with certain requirements
, .
( )
Resubmit your application .in :the fOl'lllat outlined ",in our permit pamphlet .
~
Furnish the information as noted and/or underlined nn the inclosed:
() Check List ( ) Sample Drawing(s) ~ ~larked P.rint~
(s>4,
Applicstion items returned for necessary revisions:
( ) Application Form ~ Drawing~
In accordance with Regulations (33 C.F.R. 320-329) published in the Federal
Rt:sister on July 19, 1977, it is required that ,the applicant complete and
"ign tilt! inc'losed statement, authorizJngyou to act as agent for his permit
application coordination. '
( )
~
Sign. date and return the inclosed "Certification of Consistency with the
Washington Std!te Coastal Zone Management Program."
The number of permit applications being processed by this office requires that
we adopt a procedure .for removing inactiveappl1cations from our files. In the
event your application is for work yet to be accomplished and we do not receive
your amended application or a rt1!pl)' to this letter within 45 days of thi,s date.
your file will be closed.
For further information and assistance, contact Hr. ~,,~~~;I ~~
telephone (206) 764-3495, at the above addresll.
Sincerely yours,
oS Incl
AS stated
(:1... (.<;,(~I /I i<:('r't:. c.;
GERALD A. KELLER
Chief, Reaulatory Function. Branch
.
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NPS FL 212 (Rev)
AUG 80
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Certification of Consistency with
the Washington Coastal Zone Management Program
RE: Department of the A~ Permit
Application No. 071-.o"'&.4-D08"'~
Applicant: Jef.f&,-so.. C.....,wl-y
f..pli, w..,.ks Dep.,..+....""'+
Section 307(c) of the Coastal Zone Management Act (CZM) ,ofl972 as amended by
16USC 1456 (c)(3) requires the applicant for a Federal permit to conduct an
activity affecting land or water uses in the Washington coastal %one to provide
certi.ficationthat,the activity will comply wi,th the Washington Coastal Zone
Hanagement :Program.
The proposed activity described in your permit application is within the ~5
coastal counties in Washington, and the .following c~rtification 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 Po~icy Act (SEPA)
compliance, Water Quality, and Air Quality review Dust be completed prior to the
Department of Ecology's determination of consistency.
CERTIFICATION STATEtIENT
I certify that, to the best of my knowledge and belief, the activity dellcribed
in the Department of Army Permit Application dated ,.., fE& R8~ complies
with the approved Washington Coastal Zone Management Program (CZM), and will
be conducted in a manner consiatent with that program. I have IItarted the CZH
process by applying for my IIhorelins permit or letter of exemption from ~
CUiOl:JuH- ~.;.. (Ze....,.,Mt..;.., (e'l"sT/oeun-ey) on this date "30 M.-:k \"63
If you have received your IIhoreline
permit, plesse fill in the appropriate
informstion below:
or Authorized
Shoreline Permit Approved
Date:
No. II
City/County)
~P..,. A. ~,.~
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Print or Type Name and Title
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Date
Shoreline Permit Exempt:
Datel
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JEFFERSON COUNTY COMMISSIONERS
A.M. O'Meara
CHAIRMAN
B.G. Brown
MEMBER
Carroll M. Mercer
MEMBER
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COllllTHOUSE
PORT TOWNSEND. WASHINGTON 9836B
Miltan L. Sanatrom, DIRECTOR OF PUBLIC WORKS
~rr. A.R. Morrell. P.E., District Administrator
Washington State Department of Transportation
P.O. Box 9327
Olympia. Washington 98504
Attn: Mr. A.T. Smelser. P.E.
District State Aid Engineer
Dear Mr. Smelser:
J}t,{/t/ ~/y/ J'tI
re: BROS Prospectus
Queets River,Bridge
As per Lsrry Johnson's request you will find attached a bridge section
for the Queets River Bridge. Minimum design loading will be US 20-44 with a
34 foot roadway width and New Jersey type traffic barrier. The 1979 average
daily traffic count is 875.
GAB:mcb
Very Truly Yours,
Milton S. Sans tram, P.E.
Director, Dept. of Public Works
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Glenn.A. Bagley
Assistant Director, Dept. of Public Works
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JEFFERSON COUNTY COMMISSIONERS
A.M. O'Meara
CHAIRMAN
B.G. Brown
MEMBER
Carroll M. Mercer
MEMBER
Jefferson County Department of Public Works
COURTHOUSE
PORT TOWNSEND. WASHINGTON 98368
Milton L. Sonstrom, DIRECTOR OF PUBl.IC WORKS
February 29, 1980
Mr. A. R. Morrell, ,P.E.. District' Administrator
Washington State Department of Transportation
P. O. Box 9327
Olympia. WA 98504
Att: Mr. A. T. Smelser, P.E.
District State Aid Engineer
Subject: Queets River Bridge
BROS Prospectus
Dear Mr. Smelser:
Attached is the original and three (3) copies of the Prospectus for the above
referenced project.
Attached with the prospectus are the following forms:
Supporting Data Checklist
Federal Aid City/County Project Agreements
SEPA Checltlist & Negative Declaration
Notice of lIearing
Vicinity Map
Roadway Section
The project is a non-major action. outsLde the Memorandum of Understanding nego-
tintcd by the State and the FHWA. The SEPA ehecklist and Negative Declaration
is onclosed. I~e requcst your concurrence in this decision.
The requirements of DOT Act, Section 4(f). do not apply to this prl,ject an no
pork, recroational aren, wildlife or water fowl refuge, or hilltorical site is
involved.
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BRaS Prospectus, Queets River Bridge
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Page 2
Notice of Opportunity for Public Hearing are now being advertised. We will
notify your ,department if hearings are requested and then supply you with the
transcripts,.
The bridge cross section and the right of project analysis and certification
will be submitted after the prelinimary engineering stage is complete.
The local clearinghouse has the A-95 notification for this project and is nOw
processing it,.
The Shorelines Management Permit, .State Fish and GamePerm1ts, Ecology Flood
Hazard Permit, Corps of Engineers and Coast Guard involvement do not apply to
this project. The existing and proposed bridge are on the Queets Indian Reser-
vation and we will be working with Indian Fisheries and ,the Queets Tribal Council
on this project.
,I
We are now in the planning stage of this project .and will keep you informed as
things progress. We will be selecting an engineering consultant for this ,stage
soon. We ask that funds for this project be programmed. Thank you.
Very truly yours.
~...Ja~
Milton L. ,Sanstrom. P.E.
Director of ,Public Works
Glenn A. Bagley
Ass',t. ,Director of Public Works
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PROGRAM SUPPORTING DATA CHECKLIST (Queets River Br.)
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1. City/County Agreement. . . . . . . . . . . . . . . . . . . .. . . . . .. . . . . .. .. .. . . . .. . . - . . . .llncl?lled. -X-
2. Project Prospectus and Attachments. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . ~",~1-9~~~. .--X-
3. A.95 Project Notification. . . . . . . _ . . . . . . . . . . . !ii.ep.t. .tP. $::;L.e;;<,r;lpg. PPI1l'll!. U'l.1JlaO. . . . . . . . -X-
a. Areawide Clearinghouse. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Wi'g~",g. ~~!:t,I!,1)
b. State Clearinghouse. . . . . . . . . . . . . . . . . .. . .. ... . .. . . .... .. .. . . .. . . . ~~~~~?~. ~~~1:'!~
4. Project affects Parks. Wildlife. Recreation Area or Historical Sites (DOT Act - Sec' 4 f) . !'~r. ~~!:!:~!' . . . . -X.-
5. Environmental Considerations. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~~~~. ~~~~~~~';l~ . ~?c:~~~ed.~
a. Non.majorlwithin Memo of Understanding). . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . .. . . . . . . .1U.A-
b. Non.major (outside Memo of Understanding! . . . . . . . . . . . . . . . . . . . . . . . . . . . . !''i'r. ~'i'!:t:'i''' . . . . -X.-
c. Major (requi~es Negative Declaration) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ~
d. Major (requires Environmental Statement) . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . , . . .BLA.-
6. Hearing Notices. . . . . . . . . . .. . . . . . . . . . . . . . .. . . . . .. . . . . . . .. . . . . . . . . . . . . . .J;:l)c;tQ!lecJ. -X-
a. Transcripts of Hearing. . . . . .. . . . . . . . . . . . .. . . . . .. . . . . . . . . . . . 19 .ll~ .1l\J1;>IJI:f.ttecJ . . . . .
7. Request Location & Design Approval.. . . .. . '.' . .. ... . ., .. .. .. .. .. .. .. .. .l?eJ; .t.etteJ:.. . . -X-
8. Right 01 Way Required. . . . . . JJnknPlm:-will. submit. after. Prelim.. Engiueerigg. . . . . . . .
a. Relocation Plan. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
b. Right 01 Way Plans. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
c. True Cost Estimate.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '. . .
d. Request Right of Way Fund Authorization. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
9. Right of Way Certification .. . . . . . . . . . . . . . . . . . . . l!~p.. !l\lPIJl:H . o\In~\' .I?I;~UI\I. . ~t)g:l.t)eeJ::l.ng -
10. Fish. Game, Ecology Coordinetlon . . . . . . . . . . . . . . . . . . . . . . On...tt14isll. RQllervatiDu . .. . . . . . Nt A
11. Agreements/Easements with RR's, Utilities & Other. ....................................... .u./..A-
12. Evaluation of Flood Hazard. . . , . . . . . . . . . . . . . ., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . JlJ.A-.
13. Shoreline Managoment Act Pormlt & Coastol Zone Management Compliance and WotlandsOn Iud. Res. 1:IlA-
14. Involvement with Corps of Engineers. Coast !3uerd . .. .,. . .. . ... .. .. .. .... .'. ... . ......... .. Jl/.A..,....,
16. FAA Notillcatlon (FAA Form 7460.1) . . . .. . .. . .. . . . . . . . . . . .. . . . . . . .. . . . . . . . . . . . . . . . . . 1U..!L-
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. Jefferson - Port ToW(:iend Regional CounC:,'
c/o Jefferson County Planning Dept.
County Courthouse
Port Townsend, Wa.98368
tel. 1206 ) 385 -1427
March 18. 1980
Glenn Bagley. Assistant Director
Jefferson County Department of Public Works
Courthouse
Port Townsend. Washington 98368
Re: A-95 Application #31-0-02-5
Dear Mr. Bagley:
At this month's meeting the Jefferson-Port Townsend Regional Council reviewed
the above application. The member jurisdiction found the proposed project is not
in conflict with any of their proposed plans. programs. or facilities. The Council
wishes you successful completion of the proposal.
Sincerely.
~~
Carol Saari
Associate Planner
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WASH'NGTON STATE DEPARTMENT OF TRANSPORTATICl"
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_J 2\11] ,5.9" o.LDLI_\_(j,l.31.s_~_llJ,Q[J.l\J.LltI..0.J" ,iZ,J)
OESCR,.TrON OF PROPOS EO WORK' Co_nstruct a new bridge and approaches across the Quects R1ver
on the Clearwater Road. -Coun'ty'.-Roa,f NO'; 266;-Sfilte' Road--J.:iig No ;-107S0~-".Tfie-'neir-'''' ,.-.
bridg'e ',0111-- replace ail 'e-iisffilif'sub::iitandard-'stee1 'tiiiss-1iddge""Witbimproveavertic81.-
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REMARKS: .._0..__".__'.
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ENV'RONMENTAL 'MPACT:__.:rJ!:I.,s..J>r!>j~~.!.. i!l_.!_!lo...~':lII8j,~,!'._LlEt.~o...n~.. !~j~~_t:._'!.~s,.!ncl':l,,<:l~~__. in _~~-=__..__
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W^TEf~ AREA INVOL.VEMf.NT'
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';;~~;;;~--':;;;;'~~8ridg" Itcp1acclll!lnt Of.!. Sys,tti!moOoO'''. .._"" oO'_
rWr.J!AL AGENCV ,Departl11entoO oC,.,ran8por.ta!:lon~,J!E!1I,cral,"JBh"'ay. Adlllin18U:a.,ti!,n ..,,-, ,,,..'..-
LOCAL AGtNCY CON'^CT PERSON: H, _.1.., S/1ns,t)."om., p, E '_" .. " _,,, T1T1.[' J)irec~~J:'.. of".Publ1,c,,!lor.~!L.
M^'L'NG ADDRESS, Jcf!crspn ,C,ounty..Courthouflc ,..,_. ,,.,, ,_,,, PHONE: _;106-385~50S_.._
ClTV: _}~;,~. ;;o.wnsend ,WASHINGTON ZIP CooE:oO" 98 3,~8" ,_, ....-,
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AGENCY
JE""'EDSON COUNTY ( QUEETS RIVER B I a(
Hi .... 'PRO)ECTTITLE R D L'
DATE 2/27/80
TRAFFIC
EXISTING /llIllJt AWDT
ESTlMATED~ AWDT
THROUGH ROUTE
CROSSROAD
DESIGN YEAR
DESIGN HOURLY VOI.UME (DHVI
1130
2990
2000
(57% 3 & 5
axle trucks)
ACCIDENTS - 3 YfAR EXPERIENCE
YEAR
PROPERTY DAMAGE ACCIDENTS
NUMBER OF
ACCIOENTS
FATAL ACCIDENTS
NUMBER OF NUMBER OF
ACCIDENTS FATALITIES
TOTAl.
NUMBER OF
ACCIDENTS
INJURY ACCIDENTS
NUMBER OF NUMBER OF
ACCIDENTS INJURIES
1977
1978
1979
o
o
o
o
o
o
o
1
?
3
o
o
o
3
1
2
o
o
TOTAL
6
o
o
6
o
o
TOTAL NUMBER OF ACCIDENTS ATTRIBUTABI.E TO I.ACK OF HAVING THE PROPOSED IMPROVEMENT
6
o
6
o
o
o
PERFORMANCE OF WORK
PRELIMINARY ENGINEERING FOR THIS PROJECT WILL BE PERFORMED BY:
CONSTRUCTION OF THIS PROJECT WILL BE PERFORMED BY:
CONSULTANT.72- %;AGENCY.2L...%.
CONTRACT...1.QO- %;AGENCY.....o.- %.
DESCRIPTION OF EXISTING FACILITY
1) DESIGN Designed in 1930 for two laneB of H-lO 11 ve load.
21 PRESENT CONDITION
The existing bridge is 626 feet long between abutments, consisting
of two approach spana of precast concrete. one 23' long and the
other 57'4" long; and two through truss spans each 261'6" long.
Roadway width is 17 feet and vertical clearance is 14'6". Present
rating is HS-12. provided bridge is restricted to one loaded truck
at a time. The bridge is presently .0 posted. The bridge is in
generally good physical condition. although some Dlinor maintenance
tasks arc necessary to sustain it's present rating.
"^^'NVOLVEMENT
IS ANY AIRPORT LOCATED WITHIN 2 MILES OF TIlE FROPOSED PROJECn VES_I NO-K-.
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\C,I:NCY
"JEFFERSON COUNTY
QUEETS RIVER BRC' ~
"
DATE
2-27-80
( )ROjECTTITLE
COAST GUARD, CORPS OF ENGINEERS INVOLVEMENT, ETC. COORDINATION.
None - On Indian Reservation. rribal Council Jurisdiction.
DESCRIPTION OF UTILlTY,RELOCATlONS OR ADJUSTMENTS AND EXISTING MAJOR ,STRUCTURES INVOL.VED IN THE PROJECT.
USE ADDITIONAL. SHEETS IF NECESSARY
None
RAILROAD DATA N/A
RAILROAD NAME
MAINL.INE: NO,TRACKS
SPUR: NO. TRACKS
ROAD OR STREET NAME
. NOTE: AttHh requir'~ photo. for railre" pJ'O KlI.
NO. LANES
POSTED SPEED
NO.TRAINS/DA Y
NO.TRAINS/DA Y
CROSSING NO.
OPERATING SPEED
OPERATING SPEED
EXPLANATION OF TYPES AND AMOUNTS OF FUNDS OTHER THAN FA FUNDS AND MATCHING FUNDS ASSOCIATED WITH THE PROJECT:
None
ESTABLISHED SOURCES OF MATCHING FUNDS ASSOCIATED WITH THE PROPOSED PROJECT.
Jeffersonr,Co~nty ROad Construction Funds
CERTIFICATION IS HEREBY GIVEN THAT MATCHING FUNDS AND OTHER FUNDS ASSOCIATED WITH THE PROJECT AS REFI.ECTED ABOVE
ARE AVAILABLE TO COORDINATE WITH THE PROPOSED PROJECT DEVEI.OPMENT.
THIS PROJECT HAS BEEN REVIEWED BY THE LEGISI.ATIVE BODY OF THE ADMINISTERING AGENCV OR AGENCIES. OR ITS OESIGN.,E. AND
IS NOT INCONSISTENT WITH THE AGENCV'S COMPREHENSIVE PLAN FOR COMMUNITV DEVEI.Ol'M.,NT.
DATE:
3/3/80
.U.MITTIHG CITIIES AND/OR COUNTIE.
PRIMARV INTEREST AGENCV: Jefferson County
Bv.-t;.1 ~1~~A~
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DATE:
~,
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ATTACHMENTS' '
A. Attuh .ddltlone' comment., If RIG.II,.,.
O. AJlloh I Pilch 01 Ill. cvplool ,ood...y _Ion. RIW '0 R/W.
C. A.llch I.yplcll b,ldOOHOllon. II ..-.y.
O. Attach II v'clnlty m.p.
'r. Attach photo. of IllIto_ oro"'na, " ....GeU&fV.
F. Att.ch the progr_m auppordng dl" ,eMddl,..
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JEFFERSON COUNTY
WASHINGTON
PRt"A~EO 8Y THI:
DEPARTMENT OF HIGHWAYS
HICHW"'t ~rtlNG DIVISION
IN COQI'f.JtATtoN W'lrH THE
U.s. DEPNmAEHT Of TRANSPORTATION
ffDUlAL HI(;tiW,r.t AQlIoIIllr-ISTRAl'JON
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NOTICE OF OPPORTl~ITY FOR PUBLIC HEARING
PUBLIC NOTICE
The Jefferson County Department of Public Works is planning the improvement of
County Road No. 206, Clearwater Road. These improvements will consist of con-
structing a new bridge across the Queets River. Should any interested persons
wish to discuss and exchange information concerning this improvement, they may
contact the Director of Public Works, Jefferson County Department of Public
Works, Port Townsend, Washington, or call 385-3505 and an Engineer will meet
them at their convenience. If anyone believes that a public hearing is neces-
sary. they may request a hearing by writing to the Dir~ctor of Public Works.
Jefferson County Department of Public Works, Courthouse, Port Townsend, Washing-
ton by ~furch 31. 1980. In the event that requests are made, notifications of
hearing date will be furnished and a separate notice of public hearing will be
published in ample time for interested parties to arrange to attend.
Regardless of whether a hearing is held. all interested persons may inspect maps,
drawings, a response to the National and State Environmental Policy Acts and
other pertinent information concerning this project by coming to the office of
the Director of Public Works located in the Courthouse, Port Townsend. Washing-
ton and contacting the IJirector of Public Works or his representative.
It is the purpose of thIs notice to provIde interested persons the opportunity
to participate in the fullest exchange of information possible regarding the
effect on the community of the project being considered, through full discussion
and elUlmination of the planning to date. This purpose is in consonance with and
purr-uant to the Federal-Aid Highway Act (Title 23 U.S.C. & 101 et seq.. '128) and
amendments thereto and the Department of Transportation Act (Title 49 U.S.C. &
1651, 1957 (E)).
JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS
I/~~
M. L. Sanstrom. P.E.
Director of Public Works
(Advertise in Port Townsend Leader and Forks Forum Msrch 5 and 12, 1980).
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· ALPHA ·
ENGINEERS INC.
320 ANDOVER PARK EAST
SEATTLE. WASHINGTON 98188
(206) 575.8299
TRANSMrrTALMEMORANDUM
To: :OJ,s:::a.Tf'13rc:::nn ~nllnt-y Pl1hl;t"": Wnr1<.s
Dale:
~n'y 7". 1961
7,::aFr~rc::.t"\n rnl1nt~l rnnrt-hnnc:::p
Project:
Port Townsend, WA
98368
Our No,:
071-0YB-4-008693
Your No.:
Alln: Mr. Gary Rowe
We are sending you 0 enclosed Il under separale cover via
D Prints ['] Originals n Reproducibles Other
n Shop Drawin9s r: J Design Drawings 0 Sketches 0 Other
the following
of
No. of Dwg, or Olher Latest Prepared
Copies Number Dale By Title or Description. Remarks
1 Dept. of the Army Permit
OUR ACTION: ! 'j REVIEWED 0 NO EXCEPTIONS TAKEN [] NOT APPROVED 0 REJECTED-SEE REMARKS 0 OTHER
REQUESTED ACTION: n Review and Commenl 0 Approve rJ Make Corrections Noted 0 Revise and Resubmil 0 Olller
OUR REMARKS: _I am sending the Dept. of the Armv Permit forms which
were sent to Alpha__~istake.
FIRM
ATTN,
ENCLOSURE
_ALPT~
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DEPARTMENT OF THE ARMY
SEATTLE DISTRICT. CORPS OF ENGINEERS
P.O. BOX C.S7!lS
SEATTLE, WASHINGTON 8B12'"
"
Regulatory Functions
, , JUL 1983
Branch
F?c,.,.....
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Jefferson County Public Works Department
ATTN: Mr. Glen Bagley, P.E.
Jefferson County Courthouse
Port Townsend, Washington 98368
071-0YB-4-008693
Jefferson County
Public Works
Department
Reference:
Dear Mr. Bagley:
Enclosed for your signature are Department of the Arrrr:I permit
forms f~ work described in the referenced public noti~e.
Please sign and date both forms and return them to this office
with your check in the amount indicated below, made payable to the
Treasurer of the United States. Your cOpY'. of tbe":N11y-exectlted
permit will then be returned to you., Modification of standard per-
mit form is not permissible and will delay issuance of the permit.
The signed permit forms must be returned to this office within 90
days from the date of this letter or your application will be con-
sidered cancelled, and your file closed.
You are cautioned not to commence the work described in this
permit until you receive the :N1ly-executed document.
Sincerely yours.
2 Enclosures
~Permit (dupe)
2. Envelope
3. Agency Letter(s)
~/~
Gerald A. Keller
Chief. Regulatory Functions Branch
D Conditional
D Informationo.l
tlJ None
Fee t;;T None
cr $10
cr $100
RECEIVE'O
JUL 13 19BJ
JEr-FERSON COUNTY
ENGINEERS OFFICE
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NPS ~'L
JUN 83 109 (Rev)
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'EPARTMENT OF THE ARMY ·
SIEATTLIE DISTRICT. CORPS OF ENGINEERS
".0. BOX C-371515
SEATTLE. W....HINGTON "'.1a..
/(f)
RegUlatory Functions
. .'1 JUL 1983
Branch
RECE/' 'e-
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, 1 lJJ]
Je~~erson County Pub1ic Works Department
ATTN: Mr. G1en Bag1ey. P.E.
Je~ferson County Courthouse
Port Townsend, Washington 98368
Reference: 071-0YB-4-008693
Je~~erson County
Pub1ic Works
Department
Dear Mr. Bag].ey:
Enciosed :tor your signature are Department of the Arruy permit
forms ~or work described in the re~erenced public notice.
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Please sign and date both ~orms and return them to this o~~ice
with your check in the SIIIOunt indicated below, made p~l1ble to the
Treasurer o~ the United States. Your copy o~ the ~uJ.ly-executed
permit will then be returned to you. Modification o~ standard per-
mit ~orm is not permissible and will del~ issuance ot the permit.
The signed permit ~orms must be returned to this office within 90
d~s from the date o~ this letter or your application will be con-
sidered cancelled, and your ~ile closed.
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You are cauticned not to commence the work described in this
permit until you receive the tully-executed document.
Sincerely yours.
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~/~
Gerald A. Ke1ler
Chiet. Regulatory Functions Branch
-I
2 Enclosures
r;--Permit (dupe)
2. Envelope
3. Agency Letter(s)
D Conditional
o Intormational
/Xl None
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o
Fee J;J' Nons
a $10
a $100
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~ ~ 109 (Rev)
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071-0YB-4-0'~3
AppIlceUonNo, ~
.....OIAppllcent Jefferson County Publ.ic Works Depa,rtment
.
EIf_D.hI
IEql!lIltlonDotaUf""p/ioIblo' See General Condition o.
DEPARTMENT OF THE ARMY
PERMIT
ReferriDalowriUaD__dar.cl-1.7 February 1.983---'oupermitlo:
C 1 Perform ..ork ill 01' ~D&vlpbJe _ate.. of'&be UDir.cl Sta.... llpoll &II. _da&iOD 01 &be Chill of EJIlPMen.
plln.....tIoSoldlOlllOol&beBlv_udHorbonActol..ardl8.18llll183 U.S.C. 4tIIt. ~ '
C JI Dlecbarp dncIpcI or fill matarial_ __ of &be UDir.cl Statu llpoll &be iu_ 01. ~!rom eM Ileentar7 of &be
Army actIqtll:cvcb tbe ChIaf 01 EqiIlMn plll'll.....tlo _ 40C 01&11. CIuD W_ A~183 U.S.C. JUI);
C 1 Tnuport dncIpcI _rial for &be .....- 01 d.....piDI: It IDIo _ .._ llpoll eM .......... of . _It !rom &be
S<Ic:ntaJy of &be Army ~ tIlroaP &be CbJel 01 ~ p.........t tD SactIN> 108 01 &be MarIN -"Il. Reoeardlud
IIaDdaarla Actofl1l72l/1lJ S..... JOIII; P.L. .-IIIJI:
Jefferson County PI1bl.ic Works Department
Jefferson County Co~~ House
Port Tovnsend. Washington 98368
"
10 hereby all&llorbed by &be Slcratar)' 01 &be Arm)':
10 pl.ace' approximatel.y 690 cubic yards
Queets River
_nr QuinauJ.t. Jefferson County. Washington
1rl' accordance ..1&11 &II. plane ud dr...l.... .ttacbed unto _bleb.... locorporlted ID ud IDIda . part 01 &bI. parmlt,"" .......
............/f/o_oroeAer.(Ia/,._IUIce__....1 071-0YB-4-008693. 1 sheet __
tD tIIa 'oUowiq coodl&ioa.:
I. Q-.lColIdl......:
L Tllal III .elI,,11IM IdIa&l'1ad aod .ulloorlMd IlIrIID ulll be llOIlIial&& "ltII &be __ ud eMdItIou of &kY perlllllI ud
tIaa& ea, 1IdI"ltiel 80& ....Ulcllly ...U,.... .ad .lIt11.rbed .....ID .IWI eMl<II.. . "JoII&lGe of... ..... ud _ditlou 0'
tIoilI ..-u wllioh ".y _Wi ill tIIa JDOdI,lca&Ioo. lua"...Joo '" ........... of..... pNai&, 10 ,,1leII_ ID JUt. .. .. ,0ItII_
l,.cIfJeall, III 0_11 Coodlllou J or k beNto. ..d I. tIIa IIIIlIWtIoo 0' IIlCb ..... ~.. 1M UoIlod ...... 0_.
_It...,. _Ide. .,prGpNIe, wbe&ber '" _ &IIIe ,.....11... ..... pnvlowll, 1iodIfled. .......... II' ........... III "boll... III
put.
ENG FORM 1721, 8epl2 IJDlT1OHOPt.lUL""~ .,-
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b. That all .ctlvltl.. .uthorbed b..1D .ball, If tlley IDvolvo. durlq tbalr coutn>ct.lcD or operatloD. IlDY dI8charp of
poUIl_1A IDt.o ..I.ro 01 tho UDilacl SlalM or _ ..le", be .1 ell _ co.....laDt .Ith .ppUcabl. ..ler quality ._dardo.
efflllet lImItatlOD' aDd ltaDcIard. of perfOrDWlce. problbltlo..., p__t .tuclarda ODd __t proctlce. ..labUlb.
... pllft.....t t.o tba e..... WOIer Act "" U.S.C. ISMI. tba MariDo Proloctloa. RMNrch aDd SaDCtuariaa Act of Itl'l2lP.L. l/J.512.
B6 S..... 1052). or pun.....t t.o .ppllceble Slala aDd local.... '
Co That ....D tba activity .athorbed beralD IDvolv.. . dI........ duriq Ita CGILItruc:tioa or operation. or aDY pollllleDt
~...,."" or 1UI.......wI, IDIo ..Ier. 01 tba UDilacl SIa..., tba .ll1borbed activity .ba1I,lf appllcab" ..ler quality olaD'
cIuda IInl roviaad or moc1lflacl duriD& tholerm 01 thla permit, be modlflacl,lf _....,.,10 coDlorm .Ith .uch reviMcl or modlfiad
.iIleI' quality atandMcIa wlthlD 6 moath. of tJuo offactlv. clale of ODY revbioD or modlflcatloD of ....r quality .tuc1arcla, or ..
c1lncted by aD ImplemoDlatioa piau CODlaiDad ID .uch revlMd or mcc1lfiad .laDcIarda. or .lthIu ."ch lo_r pwiod of tlmo u the
O..trict Eqluaar, ID coD.ullatlon with lb. IIepo...! AcImIDIoWalor of tba EDvlro1lDlClDtal Proloctlnn Apucy. IDIlY dolenUlDo t.o
be ..........ble udor tba clrc1uDa\l1D_.
cL That tba dloc...... .w Dot clutroy a threo....... or lIDcJaDa:orGd .poci.. 110 IcIoDtlfiad UDder tba ED.......ond Specl.. Act,
or oudaDpr tba critical bobltatof .uch .poci...
.. Th.t tba permittee _. 10 mak. .Vll')' _n.blo eflort to pro.....le tho co...tructioD or oper.tlon of lb. work
.ulboriHcl herelD in ._or 00 11010 mlDlmlzo IIDY .dv._lmpact oa fiIb. .Udllf,,1IJld _a1 lIDvIrollJDOntal valu...
f. That th. permlltao ._ thot be.W prooKUle th. coD.tr1Ict.lcn or .ork .ulborbed herelD ID. .......... 00 110 10 mlDimlJe
euy delrllclatloa ol..tar qu"lty.
S. That th. permittee .boll elIow lb. Ol.trlct EJIlIiDoor or bIa .ulboriaad ..p....ntatlvOC.) or do'laDoo(') 10 make periodlc in.
.poc:tiOD' .t aDY lIm. dMlDOCl n_.IUY ID order 10 ....... tbat tba .c:tivlty beiDI performed unc1ar .uthorlty of thl. permlt"lD
I1CCOrclence .Ith Ibolarm. aDd coudltloDO p..ocribocl boroID.
b. That th. pormlttee .ball moiDtaln lb. .tructllrO or .ork .Ilthorlzod h...1D ID pod condltloD aDd In ....on.bl. oc.
~rdaD'" with th~,ploo.ond .....Iap .ttacbed boreto.
I. 'rh.t W. permit doe. not couy.y aDY property rillbu. .11b.r ID ...1 ..tale or m.torlO), or ay uclu.lvo prlvU....: ond
th.1 It doe. aot .uthorl.. .DY IDjury 10 proporty or IDvuloD 01 r!lhu or .ny IDlrlDpm.nt of Fodoral, Slale, or loca1l.w. or
_..tlOD..
j. Th.t thl. ponult doe. not obvl." tba nqulromont 10 obtalD .laU or loc.1 ....nt required by 10. lor lb. oc:tivlty .ulboria.
od boroln.
k. Tb.t lbl. pormlt m.y be .11b.r modlflocL .ulpond.d or ..vok.d In .bol. or In part pU"llont 10 lb. pollcl.. .ad pro-
c:eduroo 0188 eFa 826.7..
I. Tb.lln 1.lulns thl. permit, lb. Gov.rum.at boo ..1I.d on lbl IDform.tlon .ad d.u wblcb &h. pormltu. b.1 provided In
coDn.clloD .Ith bl. pormlt .ppllc.tloD. If, .ubooquonllo lb. 1IIIlonce of lbl. porml!, oucb Inlorm.tloD U1d d.ta provo 10 be
m.lerl..ly f...., m...rillly Incompl." or lD.ceur.te. lbl. permit m.y be modlfl..., ....ponclod or ..vokod, In .holo or ID port,
aDd/or th. Oov.rum.nt may, la .ddltloD.la.tllu'" .pproprl.te 1..0) prOCMdI....
m. Tb.t .ay modlfic.tlon, .uoponolon, or ..vOClllloa of thl. pormlllh~1I aot be th. bull for ay clolm for dam.... ...ID.t
th. Unllacl SII1,,".
a, Tb.t th. permittee .b.1I notify th. Ol.trlct Eu........t wbal tlm. Ibo .c:tivlty .ulborlzod hlrelD .W be comm.Dcod, .1
forln .dv.nc. 01 lb.lIm. 01 comm.ncom.DI.I th. Ol.trlct E....D..r m.y .paclfy. ""d of ay ....poD.IoD of .0rk.1f for. porlocl
of more thaD ou week. n.umpUoD 01 wvill ud U. compllUoD.
o. Th.t Ifth. .ctlvlty .ulborl!lld b...la I. not compl...d on or befo.. _ doy of _ . 111_ .leJo~~
(roo'" 1M ..... of II........ of lIoIt ,.".,.JI .,.,... OlM...I.. .poclflodllbl. pormlt, If not prevlou.ly revo1locl or .....Ifl...ly u..ndod,
.ball .utomatlcally..plre,
p. Th.t lbl. pormlt doe. not .ulborl.. or .pprov. tba coa.tructlDn of putlCIII..etruct...... lb. lutllorlutlon or .pprovo) 01
.hlch ...y requl.. .uthorJutlon by tbe Co...... or odM. .....cJeo of lb. F........ Gov_aL
q, "..~ If .ad ....a th. pormll/M d..I...1o .melon th. .clivlty .uthorlud .....ID, ual... .uch .bueloDlD.ntl. port of ·
vu.f.r procedu.. by wblcb tho ponull/M I. 1nII.,....., hi. Ia_U .....ID ID. third par&)' punu...1 to a....... CoDdlIIon t
.......,. be m...t ...10.. lb..... to. condlllon oalIef_ry IDtbe o..trlct EqIuMr.
r. TIIIU I' &be -'lrdlDllllf t.W. 1'$",,1118 JICI101blo uullar applicable Bta~ or JocaI.... tho pormll/M .baII...... .uch actIoa..
may be _....,. ID roeord thl. permit .Ith lb. &oalo~r 01 DeocI. or ........ lPProprloll1 official cIwpd .Ith tba _poulbWtJ'
for ...IDII1IDiDI-..rde of tlU.1D U1d In_to Ia.... property.
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IlueIa.
&. TbaI. Wo pormI& _ _ be _f...... 10 IlIb1rd put)' wiIbo.., prior vrillMIllClIIoo lo lbo DIolricl EqiDMr. .Ilber b)'
&ba 1nIUlf._'. wri_ _& 10 compl)' wllh 111_ uuI coadlllou of Wo pormI& 01' b)' lbo __ ...becribiDjJ lo
Wo pI<IIli& ID lbo ._ proYidocl below ..... lbeNb1 ..........10 COIIlpl)' wiIb oil ........ ..... C<lIUIIllou of Wo pormI&. ID lIdd1-
&ioD, If lbo por1DiUM tnDlIfon lbo _ .ulboriMd _ b)' COD".,."'" of nal&)'.lbo daad oIWI nf_ Wo pormI& aDd
lbo __ ..... CODdl&loouo opad&d .....1D ..... Wo parmI& .beIl be .-.did aIoDIE wiIb lbo dloocI wi&h lbo a.p....- of DIId. 01'
......~ oc:.:w.
II. TbaI. If lbo pIll'IDiUM dllriDlE _doD of lbo work ...&borlud bonlD. _Ion . ....Yiou.ol7 UDidutlllad ....
cbaoJocical o.r o&be.r cuIll1II1_ wllbiD lbo .... ...bjoc& 10 c.p_' ollbo Arm)' jllriodlc&loD lha& m1P& be oUclbla fOl'
UatIq ID lbo H.lIow...... of Hu.lorle P...... 1M .beIllmmodlate1711O&if)' lbo dII&rIet oqiDMr,
II. ~ CondI_W...Iio'......... """'a..'~ '" loW _poMd._or..............- ~ cAIoj>OnftlC~
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'rU followlqSpocIal Coadl&loDa ....PPUcab...baD .ppropriala: .
1ftIIC1U_IN ORAffIC1lIlO HAVlGAIU WATUS OfTltaU_STA1ISl
.. Tlaat thiI panalt doaa DOt .a&boriu tJI. InlorfonDCOwl&b ...,. _&IDs or propoaecl Fedorel pnjoc:&...d &bat &Iw poriDIlI.ae
oIWl_ be adIt1oc1 "'.....peaaUlqD for dam8p or IIojary '" &bo _ or work .atbarilad baNID ..hIcb _ be cauod by
or.-alt fnlaaala&lDsor fat1Jn opandioDa UIIlIarWw> by&lw U..u.d~ In &be....bUCIn-.
b. Tbat DO ._ptolW1 be....... by &be__ '" _t&be faUutI fna aM b" &be public of .n....vlpbla.._.tor
&d,iIcIDt '" &be adIvl&7l111&boriud b" thiI pormIt.
e. Tlaat If &be dlopla" of uPu uti .1pa1a 011 ...,. lItn1ctanl or ..ork .atboriaod IIaniD Ie DOt odMnrioa proYidad for by .....
ooch lJP&a uti olpaIa......." be...-n>ad b" &be UDiIed S&ata Cou& Gaud oIW1 be iDaUIled...d D1.I~'.'''''' b" utI.t &Iw
a_ of &be pormll&aa.
d. 'l'2aat &be panalUaa. apoD nlC8ipt of . DOtIco o. nvocatloD of thiI panalt or D_ ha aplralloD before completlOD of &Iw
.DIIaorIMd'-" or..ork, oLaII, wUboat UPOIIN '" &Iw UDUad Slaloa uti In ncIa _ uti __..Ibo SacrMary of &Iw
Mm" or bIa .a&boriud ..~". ..y ~ ___ &bo ..atarwcy '" III f_ .....dWoDa. If &Iw permi- fllla "'.......
ply witJI &be dIradIoD o. &Iw ~ of&lw MmY or bIa .atJIoriud np__.... &be -." or "'.10 daHF-....y ...t.on
&be.alerwq "'Ill formerCllllClWoD. by_orodMnrioa, utlracov..&be_lbefaof,... &bll",,-,
., S&ra_ for Small Boala: 'l'2aat panal_ .....b" ~ lho _lbl1It7 tlaat &be_ poormll&ad IIaniD ...." be
.abject '" cIamqe by ..."."uh fnlaa pulIDc "anaIo. 'rU Ie......... of thiI panaltdoaa actnllev.&Ilo parrDl- from taIdDa ell
'pnpor -.po '" ""'..... &Iw Inlallrit7 of lho atractanl pormluad IIaniD lIDd lho ..,.,. of boala IIlOGr'ad &bllnlo &om damap b"
........uh...d &be panal_IIhallDOt bold lho UDlIad 8lalaa lI.bl. for lIDy.ada lluDqe. ,
MAlNTIHANCI__'
.. 'rUt.baD &Iw work .a&boriud IwreID lDcIa_ porlodlc maiD_.. cIradiiDIl, It ....,. be parformad Wldor thiI pormlt
for ~ from &lwdall of _of tJ>Ia permlt("",.,....,.,. o_lIod/ooUdl:
b. T1pt &Iw panal_ .W ad,,'" &Iw Dlatrlct Eqm.r In ~ .t ....t two ....... before ... InllDcIa '" DDdartako lIDY
,maiD_co~.
DllCHAIGII Of 0lIIDGID 0lI1HU IlllATRlAL IMTOWATUS Of TllII U_ STATU.
.. Thet tJI. diocluorp..W be caniad oat ID coDformlt7 w1tJ1 tJ>o ......lIDd objacU".. of&lw EPA OWdalla.. ..lIbllobad par-
'\WIt'" SodIoD 404(bl ofth. C..... W.llr Act lIDd pabllobad ID 40 CI'R280;
b. That &Iw di.ch......W CODOlet of ."'lIbla DlIlarIal froo from IosIc poUalODla In IosIc ....oUDII.
e. Tbet iii. flU c_1ad by &Iw dl........ wIU be properly ....lnlOiDad '" _.at _loD ud oIb... OOD'polnt......... of poUa.
tIon,
DISPOSAL Of DllDGlDMA11IIAlINTO OCIAN WA1'IIS.
., Tbat &bo dl.po.al wW be carrlad out In conformity wltJI tJI. ....1., objacU".., .nd nqUInmeDII of tJI. EPA crIl1ri1
..lIbU....d p.........t'" SocUOD 102 of tJI. M...... ProlaCuon, Raourcb .Dd S...cta...... Act. of 11172, pabUabad In 40 eFR 220-
128,
b. Tb.t tJI. pormlu.oe .ball pI.co . cop)' of tJll. pormlt In a coa.plcuou. pIaco In tJI. v....1 '" be UMd for tha traD.porlatloD
...c11 or di.po.al of &Iw cIndpd m.larill.. .atJIorlud borala.
TbIa permit aball_. .ffoetl". OD tJI...... of tJI. Dlatrlct EqiDMr'. .lpat.....
Pormlu.oe ha..by .ccopla ...d...... '" comply wltJI &Iw IIrm' ud condiuoa. of tJll. permit.
X c#'- X
I'!"'ITTI!E
~~~g,o~tr~,M~~~~y.Depa.rtment
DATI!
DATI!
IIISTIICT INOlNlU,
U.s....,. COIPI 01' IHOlNIIII
'l'nDaf_ .....b" ocr- '" _pI" wltJI tJ>o __ -.u1hMl. oflbla panall.
""'NlPIIIII
DATIl
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U,S, QOVCRNHtHT PRINTING orrxcc I 1183 0 - ~OI.U~
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POSTOFFICEBOX189 0 "TAHOLAH,WASHINGTON98587 0 TELEPHONE (206) 276-8211
November 30,
1984
Mr. Glenn BagLey
Je,fferson County Public Works Dept .
Jefferson County Courthouse
Part Townsend, Washington
98368
"
Dear Mr. Bagley:
Enclosed is the revised HPA No. 317 for the Clearwater
Bridge. Due to some miscommunication on our end, some items have
been left out of the permit and I have enclosed them in this new
copy. Please discard the first HPA No. 317, ,dated November 21,
1984.
If you have any questions or comments, please feel free to
contact me.
Sincerely,
,8~/1W'A
Bruce Jones
Forest Practices Forester
BJ / d p
RECEiVE
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~nSOI'I COUi\\Y
JEFFG" ~FI~
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Dirpclor
STATE OF WASHINGTON
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DEPARTMENT OF FISHERIES
115 Genprdl Admini~trc1ffC.m 8uildm~ 0 O/)'mpid_ \t\.'df;hington 485W . (l06) "75J--66UO . (SCAN) 2J~-66()()
December ,19, 1985
Mr. Robert Nesbitt
Jefferson County
Depar.tment of.Public Works
Courthouse
Port Xownsend, Washington 98368
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Dear Mr. Nesbitt:
Bridge Conbtruction, .QueetsRiver, .SWl/4,
,Se,ction ,29 "Township24 :North, .Range 12
West,inJefferson County, WRIAD-21.0016.
PN 07l-0YB-4-008693-04
The above-referenced project is ,located on a public ,easement within :the
boundaries of the Quinau1tlndian Nation. Accordingly. .Jefferson County
has received Hydraulic Project Approvals from 'both the Quinault :Indian
Nation and the Washington Department of Fioheries,for 'th1,s project. Based
on ,conversations that took place between Department of Fisheries 'and
Quinault Tribal ,representatives in November,l984, it ",as agreed ,that
Fisheries ,would defer administration of this project to the Tribe. There-
fore, for the purpose of listing agency requirements ,in the project con-
tract. our .requirement is as follows:
All provisions and requirements of the Quinault Tribol Hydraulic
Project Approval No. 317, dated November 29. 1984, shall be met.
Thank you for your cooperation in this matter.
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Jones-Quinault Tribe, NR Dept.
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DEPARTMENT OF ECOLOGY .I
Nldil Stop PV-II '. OIl'mpiJ, WJshinglon 985C1~ . (2UI.>) 459-6000
June .22.1983
,Jefferson, County :.Public Works
.Jefferson County Courthouse
Port TOWDsend. WA 98368
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Gentlemen:
Water ,Quality Certification
.PublicNotice No. 071-0YB-4-008693
.The application :for "the subject Corps of Engineers permit .has been
reviewed in accordance.with allpertinent.rules .andregulations.
This agency ,certifies ,these activities comply ~ith applicable provisions
of sections 301, 302. 303, 306. and 307 of ,the Federal Water ~ollution
Control Act as amended. This certification is subject to the provisions
in the euclosedletter ,from 'theWasbington ,State departments of
Fisheries and Game.
Please note this certification does 'Dot exempt. and is provisional upon,
compliance with other statutes and codes adminiateredby federal. state,
and.local agencies.
Sincerely.
c:J~~~a;)
DennisL. Lundblad. Supervisor
Office of Operations & Enforcement
DLL:lt
061632/g17
Enclosure - June 7 , 1983
cc: COE
EPA. Seattle
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APPROVAL
I ''''93
071-0YB-4-00~ ~, '."~."
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.J)!;P_ENT OF FISHERIES
. GeMt.1 Admln.aldg_
Olltftlpla. WnhlnglOfl 118504
R.C.W. 75.20;100
/
June 7.1983
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~,*",-..a..-ortO"'''I.'''''~)
DEPARTMENTDF GAIlE
eooC.pliol w., North
Olympia. W_II"'" 1185lM
PAGE1OF~AGES
fi2] LAO'...... ""ST . E!I ,COHlACl ~IS) Q ill
Jeffer:son Countv Public Works Deoartment 385-3505 ., 2 ,3 .. ill
~ &'IAECl OR -..uRAL ttoun ill
Countv CourthouseBufl dino I!J ill .-
arr "'AlE ,ZJf' AB C Do-?1.nn1f;
Port Townsend Washinoton tl8:<~R El El EI f EI
@ S1'AUlfrIl OR .LME "TA8U'TARY TO f
Oueets River . n,...;on G
{gJOU4RfEA SEC'hOfol "CTIOH TOWN"'" IWfGE (loW) E!J1YPf "OF PRQ.JECl
.. . , ,~~, .1l~. . .. ... .. .. . . . , ...?~, . . ,,, . . ..... )~~!:l. .. .. .. .. . .., . .... :1?)'!. .. ... . . . .. .. . Eridge Construction
.....................................
-
cOUNTY
TIME LIMIT A TIONS: I III "'j:'1O;c; :-'1.984 , ill ,AHOIIE COMPLETED ....
.september 10.1984
'TMIS APPROVAL 'S TO BE "VAILABI.E ON THE ,JOB SITE "T ALL TIMES AND ITS PROVISIONS FOLLOWED BY THE PERMITTEE AND
OPERATOR PERFORMING THE WORK,
The person(s) to whom this approva' i.a..uedmay beheld liable for any'otI.of or :damage to fish life or habitat which 'elulls 'tom
failure to comply ,wlt~ the provilionl or int."t of ,this apprDval. Failure to _comply with the 'provilion. 01 ,this approval i. a SlrOI. miade.
meanor puniahable _by'ine and lor impria~t.
ThePep&Ttmentl of Fisherie. and G.me r.aerve the right '10 make addItional r.strictionlor conditions or r.vok. the ,approv" " deemed
nece,.ary-by the departments for the 'proteclion 01 'iah lIIe. "Th.,se departments cannot be held liable 'or any P'DPB'rty damage which
might occur .a . reDull 01 this -project.
~, ,. ,
This approvalpenaina only to the provisions o'the Fiaherle.and Game Codei. Addltlona' .uthoriulion frotn other 'public ,ogene... may
be nece.aery for thie 'project.
Note: This approval addresses only that portion of 1:heproject conducted within the
ordinary high water zone of thestrearn.
1. All streambed excavation activity and use of concrete products shall be isolated
from the flowing stream by a cofferdam. This cofferdam shall prevent .the exchange
of water between the construction site and the flowing stream.
2. All effl uent to be discharged from the cofferdam shall be pumped into a location
precluding its entry into the Queets !Or Clearwater Ri~ers.
3. No sediment or leachate laden discharge shall be a 11 owed to enter the strea-m.
4. All bank protection materials shall consist of clean rock. -
, .- - -
5. No deleterious material shall be disposed of in the stream.
SEPA: .
NEPA has been complied with.
"
cc: Randy Johnson Jim Tuggle " - .
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DEPARTME T 01' FISHERIES
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&lIfereace: 071-am-4-008693
.JefferoOD COGDC,.
Public Vorb Jlepana_t
Dear KIC'. Llaaye.
ID IICCOrdaac:e trich fOllL" requeot of October 23~ 1984, OD behalf
of tile .Joffer__ C~f Public V.-a Dep.n.OIlt, the _tborlaatioa
araatocl by the Secretary of Cbe ArrI OD .Jul,. 20. 1983, to.l_
app_IlWatel,. 690 cubic ,.an. of rock rlprap lD <<be QueeU .ber
_ar Cju.1aaalc, .JoffereCD C_t,., V..bltl&tOD~ 10 IIerebf .pacificaUy
.:at..... tolJul,. 2O~ 1987.
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15'1 AmIlORIft' fr1 '1'BB SECIZTART at '1'BB A!IH'f:
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DEPARTMENT OF THE ARMY
.EATTLE DISTRICT. CORPS OF ENGINEERS
".0. BOX C:-1l71111
'EATTLE. WA.7NGTON 80.24
NPSOP-RF
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Je~.ferson County Pub~ic Works Department
ATTN: Mr. G~en ~ey~ P. E.
Je~~erson Couaty Courthouse
Port Townsend. WashiDgton 98368
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Reference: 07~-OYB-4-008693
Je~~erson County Pub~ic
Dear Mr. ~ey: Works Department
Inclosed is a Department of the A~ permit which authorizes performance
of the work described in your referenced application.
You are cautioned that any change in the location or plans of the work will
require submittal of a revised plan to this office for approval prior to
accomplishment. Deviation from approved plans may result in imposirion of
criminal or civil penalties.
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Your attention is drawn to conditions "0" and "n" of the permit which specify
the expiration dates for both commencement and completion of the work and that
you notify thio office of the dates the work is started and completed.
Sincerely yours.
(~
1 lnc 1
As stated
~6//f~a'~
GERALD A. KELLER
Chief. Regulatory Functions Brsnch
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RECEIVED
JUL 20 1983
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NPS FL 199
JUN 82
JE~FER~ON COUI"'TV
ENGII\:SERS OFFICE
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b. That all ..:tlritL... ~I!IbO.! benin .hall, if they involv.. durinB their coD.fCtiOD or oper.l.loD, uy cIiacbarp of
pollut.aDla into ......... of the Ueiud Slalel or oe... .1Ole7I. be.t all t.imea COIllUlaDt ..lib .ppllcabl. ..lar quality ......dudI.
effluent limitauone ADd ataadardt of perfol'lD&Dee. prohibitioA8. pretreatment .tanclarcb and m.&DaIement practicu Htabll8h.
ed punl1J1nt to the CIIAD W.lar Act C33 U,5.C. IU4I.lbe Morin. Protoet.lOD. lIooeareb ....d Suctuarie. Act of 1972 (P.L. 911.6n,
865...,. Ifl6Zl. or p.........tto .pplicable SIa", ADdlocaJla..
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c. That when the ac:tivity authorized. 'herein ,iDvolv.. . d..iKharp dlll'iD&' ita colllltnldJon or operation. or uy poUGtant
~ drod604 or (ill "",uriGll. into ..ton of the UDiud SlaiN, the .ulborized .ctivity .ball.lf .ppllcable ..lar quality.......
_ are nvioed or modified duriDll the term of Ibl. permit, be modified,lf D_OUY. to coDl'orm wllb .uch reviled or mocllfjecJ
water quality ltandard8 withiD 6 monthe of the effeetive date of any revdion or modification of ..ter quality lttm1dard8. or.s
directed by aD lmplementaUOD plan eontaiDed in IUeb revilled or modified ltaDdarda, or .ithiD IUch loaget' period of time.. the
District Ea.gj..DCJer. in coDaultauon with the Regional Administrator of the EDviroamental Protection AceDcy. may determine to
be reuonable UDder the circUlDlitancea.
cI. That lb. dloehuB. will Dot deotroy . IbreateDecJ or .DcllDBorec1 .pede. .e ideDtlfied UDder the EDdaeg.red Specl.. Aet.
or endanger the critical habitat of IUch species.
e. That the permittett acreee to make every J'eUOnab1e effort to proaeeut.e the coD.truction or oPeratioD of the ~ork
authorized hereiD iD a m&DDer ao .. to minimize oy advene impact on fi.h. wildlife. and a.aturalenvlroDJDCntal value..
f. That the permittee &gree3 that he .W PJ"OHCUte the construction or work Authorized herein in a maDDer 10... to minimize
uy~datiOD of ...larquallty.
g. Th.t lb. permlu.ee .hall.lID. lb. Dietrict Englueor or biB .ulborized r.p.....DlatlVo(.) or d..lpee(e' to make periodic ie.
.pediOD' at any time deemed neeeaeary in order to ..lute that the activity belDg performed under authority of thil permit i. in
accordance with the term. and conditione prucribed herein.
h. That the permittee .hall maintain the atnacture or work autborlzed herein iD good condition and in reaaonable ac.
cordance with the plaD. and clI'awiDg. attached hereto.
i. That thit permit doe. Dot C:ODvey any property righte. either in real eetate or material, or any exclusive privilege.; and
t.ld.t it does Dot authorize any injury to propen;r or inva.ion of righte or any infringement of Federal. State. or loal".. or
regulation..
J. Tbat Ibi. permit doe. Dot obvl'la the requhemeDt to oblain .lala or loe.I....Dt required by la. for lb. .ctivlty .uthori..
eel herein.
1<. 'I'hat lbi. permit m.y be .Ilber mocllfiecJ. .uepeDdad or revoked ID ..hol. or In p.rt pureuODt to lb. poUcI.. .Dd pro.
zedureaof33 CFR326.~.
I. Th.t io I..uleg lbl. permit, lb. GOy.rem.Dt b.. r.liecJ OD lb. IDform.l.loD ud dala which Ihe permittao bl' provid.d ID
COllDectloo with hi. permit .ppUeatloD. II. .UboeqUODt to lb. i..u.Dee of Iblo penult, .ucb IDlormel.loD ud d... prove to be
m....rially f.I.., m.larl.lly IDcomplete or IDBceur.te,lbl. permit m.y be mocllflecJ, .u.peDeled or reyok.d.ID .bole or in part.
ud/ or the GOV.r1lIDDDt m.y, Ie .ddll.loD, iD.l.llula .pproprlola Iag.1 proeaecJi....
m. That .DY mocJlficatioD. .WlpeD.loD, or reYocal.loD ollbl. permit .hall Dot be lb. bIOI. for .DY claim for cIam..o. "lIain.t
the Ueiled S.......
... That lb. permltlao .b.1I Dotlfy lb. DI.trlel E,.mlOr It ..b.t t.Im.lb. .ctivlty .ulborlzed b.r.ln will be coDlJDODeed. II
far ID .dy....ee of lb. tim. 01 comm.Deem.Dt.. lbe Dl.tr1ct EopDIOr m.y 'I*'lfy. .Dd of ADY .u.peD.IoD of work. If for I p.rlod
of moro than one ...k, r..umptJoD of work end it.ll completion.
o. Tb.tlflhD .ctlvlty .ulbor...d......ID I. Dllt eomp......... OD or belore 20th da"ol....:!!!ll.II1~ .(-,,--
(rom 1M aU of ue_ of rIlIo pnmll ."".. orurwl.. .".el/lldllbl. permit, if Dot preYlou.ly revokad or .paclflcally "'laDeled,
.hall .uCom.tically ..plre.
p, That lble permit doe. Dot .ulborl.. or opprovolb. COD.lructioD 01 plrtleul.r .lrueture.. lb' .utborlzal.loD or .pproYal 01
wbleb m.y require .lIlborlzal.loD by Ibe Co........ or other _Dela. of lb. Fad...1 OOYOrDIDODt,
q. That If .Dd WbeD lb. permluae da.lre.1o .blDdoD lb. .etlv!t,..ulbor...d b.rolo. unla.. .uch IblDdallDlOllt I. pert of .
InDet.r proeoduN by which the permlllall. ...n.f.rrl.. bl. IDID....la bore" Co . third party puroulDt to O.alral CoDdlUOD t
benol. b. mUlt,,'lore the.... 10 I CODdiUoD ..I.I.I.elory 10 lb. DI....let EqlDMr.
r, Tbat if lhD recordl.. of Ibl. permit I. poI.lbl. uDc1er .pplleab'- Blala or local law . lb. permlllallhall tall. IUch .ctioo I'
DID,. be _...." 10 ....rd Ibl. permit wills lb. IIopolar of Deade or olhoI- .pproprlala offlc1al chatpd wllb tho _poe.lbWt,.
for DlDIDIaIDiq rocorda of UJ1a 10 ADd IDID...lalD real property.
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ApplIcatlonNll. 071-0YB-4-~o93
_olAppUc8nt Jef'f'erson County Public Works Department
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2 0 JUL 1983
Ell_Date
ExplnItIon D... Uf oPJ>lic""t.)
See General Condition o.
DEPARTMENT OF THE ARMY
PERMIT
RelerriDgtowri____-11 February 1983--forapermiUO:
( ) PerlonD..e>ri< iD or affectiDB Il8vipbl. ...ten 01 tho UDited StaIM, UPOD tho _DdaliOD of the Chief of EugioM:ro.
pan.....t to Section 10 of tho Rlv.... aod Harbon Act of March 3.1899 C33 U.S.C. 4lDl;
( >> DiII~ dndpd or flU muerialloto..aien of tho UDited s_ upou tho iII_ of. pmDit from th. Sacntary of tho
Army........ tbrou&h tho Chief of E~ p1IJ'II1Wlt to Sectiou _ of tho Clean Water Act C33l1.S.C. 13441:
( ) TnIIl8port drodpcI _rial for tho purpoae of dWDpbqr It Ioto ....... ..aten upon the 101""'" of . permit from tho
Seeretuy of tho AnDy actIos tbro.... the Chief of EqIDaonI pun.....t to SectIoIlI03 of tho MariDe _on, ReIaarch aod
s...-.. Actol197211l6Sro.. J062; P.L.lllI-432I:
Jef'f'erson County Public Works Department
Jef'f'erson County Court House
Port TOlffisend. Washington 98368
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ill horeby .DtboriJad by th. Sacntary of thl AnDy:
to place approximately 690 cubic yards
D
lItiiFQufiiault. Jefferson County. Washington
acco aD" ..Ith tho plIDI aDd eIr...I.... .!&Idlld hento ..hlch uelacorpo..1ad ill aod IIlIda I part of WI penDlt tOIl .....
/Iw...w.(UoIllUllIHr...o_MfW../MrJt/fItJalloft_..1 011-0YB-4-008693. 1 sheet
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.. TIIN.u lIdIvUlel JdaaUllad lIICI.u&hollJad ..... .ha11 be _!Mat willi &U _IIICI-.II&IolIII of dd. .....11; ud
tbet aDY lIdIvllIaI DOt '1*1f1..uyIdaaUflad ud .utlum"" IIaNIa ...... eout.Itu.. . vlolalloe .f tbe _ IIICI NUlI10u of
tbU parmJ& wlalch IIlO)' NlDlt ill IIIIe ......lflc&t.loa. IUJlIIII'" 01' ""oeaIIoa of tbU pentl.II.lllw~" _III PI"- AI .. rooth_
lpaeJlIcoIl,. ill O-.J CoDdJIIou 101' k ........ 0lId J. tbe JuUlulloe .f aue111ePI ~ AI tbe 011I.... ...... 0-
_t ...., .....we. .pproprf.... ........ or DOt till. penDlt .... .... pnyIoul, Iiiodlflad. .......dId or ravokad Ie wllola 01/ III
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ENG FORM 1721. lop 12 'DlTlONOl'lJUL7I'IICll111CUT11 ,D,,_
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DEPARTMENT OF THE MMY
CORPS OF ,ENGINEERS
NDTlCE8f AUTHO.IZATlO.
20 JUL 1983 19
A PERMIT TO PLACE APPROXIMATELY 690 CUBIC YARDS OF ROCK RIPRAP (PREVENT EROSION
AT BRIDGE PIERS) IN QUEETS RIVER
IilNR QUINAULT, JEr''FERSON COUNTY, WASliINGTON
HAS BEEN ISSUED TO JEFFERSON COUNTY PUBLIC ON 20 JUL 1983 19
WORKS DEPARTMENT
ESS Of mEE JEFFERSON COUNTY COURT HOUSE
ADDR . PERM PORT TOWNSEND, WASHINGTON 9~8 ,,/ .A"~
PERMIT NUMBER 071-0YB-4-o08693 ~~ti.
COLONEL. CORPS OF ENGINEERS
EIIG r.. 4.UI
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TIllS NOTICE lUST If COUPIe_USlY DlSlPlAYfI Ai THE SlTEDf ...
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The foUowlDs Special CoDdlti0D8...l... .... .pplicable ......D .pproprlate:
I11IIICTUIIS IN O. AfRCYING NAvtGAell WATIIS Of 1HI UNlTID nAlIS.
.. That thIa permit cIooa Dot .uthorlze tho iDtAlrfonm'" ...ith any ulltiDg or propoled F.deral projoct and lhot tho permlttee
ohoIl Dot be entItled to __tlOD for damqo or iDj\uy to th..uu_ or ...ork .uthorlzed b.roill ...blch may be caulOd by
,'''r ....ult from ....1.tiDg or future Operatl0D8 UDCIortoken by tho United Slate. ill the public illloNat.
b. That DO .ttempt.boll be mad. by tho permittee to pnvonl tho fuIlllDd free uoe by the public of oll DIlvlpble ...eten at or
adj._t to the .ctlvlty..uthorlzed by thIa permlL
c. Th.t If the dIoploy of Ilchte ud .1cDob on uy ol>'ucture or ...ork .uthorlzed henill Ie Dot otherwioe provided for by 10....
.ucb IiBbla ud .lpaI. .. may be pnocribed by tho UOhed Slate. Coot Guard .haJl be iII.tolled .Dd maiDtolnecI by ud .t the
UpeDOe of the permittee.
d. That the permittee. upon receipt of . notice of revocation of this permit or upon It11 ezpiratioD before completion of the
authorized atru.eture 'Or work. .ball. without apeDae to the United States aDd in .uch time aDd mum6t .. the Secretary of the
Army or his authorized repl'eleDtative may direct. reatore the waterway to ita former condition.. If the permittee faU. to com.
ply ...Ith the d1nct1oo of the Secretary of the Army or bI. .uthorized npnoeDtotive. tho Secretary or '.j. deeipee m.y ro.lon
the waterway to ita former condition. by cont,rac:t or otberwiN. and recover the coat thereof from the permittee.
e. Structuno for Small Boote: That permittee horeby ncosoize. tho po..lbUlty lhot the .tructure permllled benill mey be
.Dbject to dam.... by ....ve .....b from pe..1og ve.oele. Tbe I..uonco of thi. permit doe. DOt relieve the permittee from takiDg all
proper atepe to iII.ore the illtesrity of tho .tructure permitted b.reiD ud th. .efety of boote _rod thereto from d_ by
....ve .....h ad the permlttee.boll DOt hold the United Slate.lIoble for uy .uch domop.
MAIN1ENANCI DIEDGlNG,
.. Tb.t ...beD the ...ork .uthorlzed herem IDcludes periodic maiotAlD""'" dndalDs, It mey be performed UDder thi. permit
for 1.... from the dote of I..uuco of this permit Clon)'OCr< ..."... o',......1u ind/aJtodl:
b. Th.t tho permlUee ...01 .dvl.e the DI.trict EogI"eer io wrIt1D1l .t leut t...o ...eek. bofon he "'tAlDd. 10 und.rtalte uy
,moIDteDODce dndamll.
DlSClIAlIGU O' DIIIIlGED O. .ILL_TmIAL INTO WADIS O' 'HE UNmD nAm.
.. Th.t t1u dl.cb..... wUl be carried out ID coDformlty with the SO.1e ODd objoctive. of the EPA GuideliDe. ..labli.bed pur-
.uoot to SectlOD 404lbl of the Cleu W.lar Act ud publi.bed ID 40 cra 280:
b. Th.t tho dl.cb........U1 coo.l.t of .uilable moterl.1 fne from Ioxlc poliulaDte ill ""xlc omounla.
Co Th.t th. fill cn.ted by the di.ch...e .iII be properly m.iotaloed 10 pnv.ot ero.loo ud oth.r DOD'poIDI.ouree. of poliu.
tloo.
_LOI' DIIDOlD_TUIAL INTO OCEAN WATIIS.
.. Tb.t the dl.poul ...01 be carrl.d out ill coDformlty with tho SO.I.. objoctlv... .Dd requlnmeDte of the EPA crlterl.
_labU.bed pureuu,to SectlOD 1112 of th. MlII'iIIe Protectloo. Ro..srch .Dd BuctulII'le. Act of 11112. publiohod 10 40 cpa 220-
228.
b. Th.t the permit.... .b.1i pl.ce . copy of thl. permlllD . co..plcuou. pl.... iD the ve..el to be u..d for the trOD.porlotlOD
ODdlor dl.poul of th. dnclpd m.tAlri.I.. .uthorlud b.nID.
Thl. permit .b.1I become ellecllv. DO th. d.... of the DI.trlct Eoalo..r'. .ian.ture.
PormlUee hereby .ceepte .od .cne.1o comply ...lth the term. .Dd coodilloD. of thl. permit.
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PEAMITTEE (/
~~~=~ ~iWI~~1cJ,u1lv~ .l1~r~,.Depo.rtment
ek~U/~CJ
,,?~g~lC, HINTZ
_l!t'iNOIN....
u.s, Allan, co... O.INGINI...
Tr.D.f._ hereby _10 comply ...Ith th. term. .Dd coDdllloo. 01 thl. permit.
15"~ /984
D"TE
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PROPOSED RIPRAP
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POST OFFICE BOX 1a9 :.
TAHOLAH, WASHINGTON 98S61 .:.' TELEPHONE 1206)276.8211
QUINAULT TRIBAL HYDRAULICS PROJ~CT APPROVAL
QUINAULT DEPARTMENT OF NATURAL RESOURCES -
I PERMIT NO:
317
DATE:
November 21, 1984
"
LAST FIRST
Jefferson County Department of Public Works
ADDRESS
County Courthouse
CONTACT PHONE(S)
(206),385-3505
ZIP
98368
CITY
STATE
Washington
TRIBUTARY-TO
Port Townsend
STREAM OR LAKE
ueets River
LEGAL DESCRIPTION
Sec. 29 and 32. T24N. R12W,
THE LIMITATIONS: THIS PROJECT BEGINS
Januar 1 1985
This approval must be available on the job site at all times and its provisions
followed by the permittee and operator performing the work.
The person(s) to whom this approval is issued may be held liable for any loss of
or damage to fish life or habitat which results from failure to comply with the
provisions or intent of this approval. Failure to comply with the provisions of
this approval is punishable by monetary compensation for each violation.
The Department reserves the right to make additional restrictions or conditions
or revoke the approval if deemed necessary by the D~partment for the prote~~ion
of fish life. This Department cannot be held liable for any property damage
which might occur as a result of this project.
This approval is given to perform the requested project subject to the following
provisions:
1. Water quality shall not to be degraded to the detriment of fish life as a
result of this project.
.,.. .
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2.
Siltation of 'streamo shall avoided during all phases of the project.
Special measurers shall to be taken to ensure that siltation does not occur.
If silted runoff is unavoidable at certain phases. then meaBures shall be
taken to trellt the dischsrge before entry into the Queets River and Harlow
Creek.
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Permit No. 317
Page two.
3. At no time and under no circumstances shall there to be created a blockage
to stream flow or fish passage as a result of this project.
4. Debris from this project shall be disposed of by hauling it from the site or
destroying it using an agreed on procedure. Agreement shall occur with the
Quinault Indian Nation representative. No debris shall be carried away by
the river.
5. No petroleum products, raw or fresh concrete products, or other deleterious
material shall be allowed to fall, or be wasted into or otherwise enter
Quinault Tribal waters as a result of this project.
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6. Any stream bank areas on which vegetative cover is disturbed is required to
be replanted with trees, brush, or grasses before the completion of the
project.
7. 1 No gravel or other fill material can be obtained from within the stream bed.
~f, b~inCIUding the floodplain, except as agreed on with the Quinault Indian
b~~ Nation representative.
8. There is to be no blasting associated with this project except by special
approval of the Quinault Indian Nation representative.
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All work conducted within the stream course shall be conducted between July
~and September 15 of each year. This provision shall include any
excavation. filling. pile-driving, construction and removal of coffer dams
and shoring. pouring of pier footings. and dewatering operations.
10. Heavy 'equipment shall not operate within the ordinary high-water marks of
the river except by approval of the Quinault Indian Nstion Representative
and then only approved on a case by case basis.
11. Center pier No.3 - Access:
A. Temporary Work Bridge
1.
The temporary work bridge constructed during the first summer of
congtruction shall not extend beyond 2/3 of the free-flowing low
flow stresm channel. This bridge shall be constructed of driven
wooden piles: piles shall be removed from the river on or before
September 15.
2. The temporary work bridge constructed during the second summer of
construction csn span the entire free flowing channel, provided a
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Permit No. 317
Page three
B.
minimum height of five (5) feet is maintained between the water
surface at low flow and the bottom of bridge stringers or crosS
members. The bridge shall be constructed of driven wooden piles;
piles shall be removed from the river on or before September 15.
Wood Mats
1. The upper surface of the wood mats shall be kept above the level
of the river at all times.
2. At the end of each working day. the machine and mats shall be
removed from the river.
C. Maintenance and Fueling of Project Equipment
1. All fueling and maintenance of project equipment shall be
accomplished on land, no fueling or maintenance shall occur when
located on the temporary work bridge or wood mats.
12.
The coffer dam for the center pier (No.3) can be left in place between the
first and second summers of constructions. This material can be left, if
deemed necessary, to provide additional support and protection to the pier
during the first winter of construction. Actual construction of the center
pier ahall not occur between the period September 15 and July 1.
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Coffer damr. for piers 2 and 4 (those on the river's margins) will be
constructed prior to September 15 of the first summer. These dams and
associated falsework can be left in place during the winter in between the
first and second summers. Concrete pouring and related construction
activities can proceed on these piers after September 15 provided all other
provision. of this permit are met.
14.
Excavated gravel from within the coffer dams on piers 2. 3. and 4 shall not
to be put back into the river course. The material shsll be disposed of
outside the mean high water mark.
15. All freah concrete ahall be completely Isolated from the flowing atream and
shall have a minimum curing time of seven (7) days prior to exposure to
surface waters. The construction areas contained by the coffer dama for
piers 2, 3, and 4 Ahall be dewatered by pumping the contaminated water to
settling basins located on sites agreed on with the Qulnault Indian Nation
representative.
16. Backfilling around each pier shall take place prior to the removal of coffer
dams. Material Ahall not be obtained from the river cour.e.
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Page four
17.
Sheet piling which form the coffer dams shall be entirely removed from the
sub-strate at the completion of pier construction, provided they can be
removed with reasonable effort. If piles are unable to be removed, then
they shall be cut off at the same elevation as the surrounding river
bottom.
18.
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Sandbag berms can be used instead of sheet piling to form the coffer dams
around piers 2 and 4, provided they are outside the ordinary low water marks
and used only during the period between~ to September 15. The bags
must be constructed of burlap or other similar material.
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19. The bed at the base of each pier shall be armored as necessary to prevent
scour. Armoring materials shall be clean and shall not extend above the
existing bed elevation.
20.
All bank protection material shall be placed from the bank.
no dumping of bank protection material directly from a truck
bank face.
There shall be
bed onto the
~
Bank protection material shall be clean and of sufficient size to prevent
its being washed away by high water or by wave action. Bank protection
material is to be placed between the period July 1 to September 15.
21.
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22. All cut slopes and fi 11 slopes on the approaches to the bridge site shall be
structurally stable.
23. All cut slopes and fill slopes shall be planted immediately after final
grading with brush and grasses typical of the vegetation in the general
vicinity of the project.
24. Old Bridge Removal
A.
A 48 hour notice to the Quinault Indian Nation Representative is
mandatory before the actual blasting of the old bridge occurs.
B.
All work on removing the bridge from the stream course shall be
conducted during the period between July 13 and August 15, 1987. All
project caused debris shall be removed from within the ordinary
high-water marks by August 15.
.
c.
The removal of the old bridge shall be accomplished with minimal
disturbance to the river's bed and banks.
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D. The removal process shall occur with a mInimum amount of confl ict with
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Permit No. 317
Page five
boat traffic on the river.
E. Unless operated on a temporary work bridge or wood mats. heavy equipment
shall not operate within the ordinary high-water marks of the river.
F. All project caused debris that enters the river shall be promptly
removed and disposed of by hauling it from the site or to another
agreed upon disposal method. No debris shall be carried away by' the
river.
25. If deemed necessary for the protection of fish Hfe and the associated
fisheries, the Quinault Indian Nation reserves the right to enact further
provisions under this permit or to modify existing ones.
Prepa!'.:ld by:
Approved by:
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POST OfFICE BOX 189 CJ TAHOLAH, WASHINGTON 98M7 0 TELEPHONE (206) 276-8211
November 28, 1984
~
Mr. David Lanning
Alpha Engineers, rnc.
320 Andover Park East
Seattle. WA 98188
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Dear David:
Enclosed is the HPA for the Clearwater Bridge. As I stated
by telephone, we will be glad to reconsider the July 1 start
date upon receiving documentation of how that date will im- ~.
pact the project. And as usual. the final permit will be
issued to the contractor, with possible minor changes, after
the company is selected.
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Sincerely,
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(/(tti{'d' >~4:;;";;'r:t'-_, -
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Larry Lestelle
cc: Glenn Bagley. Jefferson County Courthouse "",-
Steve Keller, WDF
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RECEIVE''''"')h1~ ALPHA ENGINEERS INC.
n ;;UU~ CIVIL & STRUCTURAL ENGINEERING CONSULTANTS
OCT 3 1 198'\ 320 ANDOVER PARK EAST, SEATTLE, WA 98188
- ' (206) 575-8299
JEFFERSON COUNT'.
ENGt~iMt~A~~NDUM
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To:
Jefferson County
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30, 1984
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Department of Public Works
Jeffers'Jn .County Courthouse
Port Townsend. WA 98368
Attn: Mr. Brian Shelton, P.E.
UlreCtOr or ~UOI1C worKS
We are sending you [j. enclosed 0 under separate cover via
o Prints 0 Originals 0 Reproduclbles 0 Other
o Shop Drawings 0 Design Drawings 0 Sketches 0 Other
the following
of
No, of
Copies
Dwg. or Other
Number
Latest Prepared
Date By
Title or Description, Remarks
OUR ACTION: 0 REVIEWED ONO EXCEPTIONS TAKEN 0 NOT APPROVED 0 REJECTED - SeE REMARKS 0 OTHER
REQUESTED ACTION: 0 Review and Comment 0 Approve 0 Make Corrections Noted 0 Revise snd Resubmit 0 Other
OUR REMARKS:
Please find enclosed. a copy of the permit and a copy of the
telephone conversation record between Prakash Limaye and
Larry Lastelle.
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ENCLOSURE
ALPHA I!NGINEI!RS, tHe,
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RECEIVE-;~~,h1~ ALPHA ENGINEERS INC.
. t;!UU~ CIVIL & STRUCTURAL ENGINEERING CONSULTANTS
OCT 3 1 1984 320 ANDOVER P~::) ~;~~ATTLE, WA 98188
JEFFERSON COUNT'.'
ENGfM.iiMt~AQM~NDUM
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Jefferson County
Department of Public Works
Jeffers~n County Courthouse
Port Townsend, WA 98368
Alln: Mr. Brian Shelton. P.E.
Ulrec~or or ~UDI1C worKS
We are sending you eX enclosed D under separate cover via
D Prints 0 Originals D Reproducibles D Other
D Shop Drawings D Design Drawings D Sketches D Other
October 30, 1984
Date:
To:
Project: Queets Ri ver Bridge
Our No.:
Your No.:
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the fOllowing
of
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No, of
Copies
Dwg, or Other
Number
Latest Prepared
Date By
Title or Description, Remarks
OUR ACTION: CJ REVIEWED D NO exCEPTIONS TAKEN D NOT APPROVED D REJECTED - SEE REMARKS D OTHER
REQUESTED ACTION: 0 Review and Comment D Approve 0 Make Corrections Noted 0 Revise end Resubmit 0 Other
OUR REMARKS:
Please find enclosed. a copy of the permit and a copy of the
telephone conversation record between Prakash Limaye and
Larry Lastell e.
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TELEPHONE CONVERSATION RECORD
TO: File
SUBJ: Queets River Bridge Permits
CALL TO: Larry Laste1le, Fisheries Biologist, Quinau1t Indian Nation
(206) 276-8211
DATE: October .30,1984
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Prakash called Larry to confirm that they had received the letter request-
ing the extension of the permit on the Queets project. He said. ".Yes, they
had but they had some concerns because we had again requested a permit for
sandbags and wood mats." We discussed these two items at length, and I
think I finally convinced him to include in the permits the use of sand-
bags, provided sand is contained in po1yprope1ene bags rather than burlaps.
His concern was that burlap bags will not hold up though they are biode-
gradable. Po1ypropelene bags will hold up better but polyprope1ene is not
biodegradable. I suggested to him that he may include in the permit the
use of sandbags subject to inspection.
He seemed to agree to that. In case of wood mats, he was a little con-
cerned about the feasibility of using the wood mats particularly when ,the
water was high. I told him that it was up to the Contractor to decide
whether he can use wood mats or not. As far as we are concerned. we will
follow the permit regulations and, so long as you include in the permit
your requirements, we will follow them. His question was, "Would the
equipment that will be moved on the wood mats during the working time be
removed in the evening and brought on shore." I said to him that if he
stipulated such a condition in the permits we would, of course. do so.
He has agreed to issue the permit by November 9 at the latest.
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J~..~~ ~ WATER QUALITY CERTIFICATION OR MODIFICATION
~ 'U' APPLICATION FORM
FOR DEPARTIfENT OF ECOLOGY USE ONLY-DO NOT COMPLETE THIS SECTION
ate Received
Office
Reviewer
Action
Date of Action
Same
Address:
Phone: (206) 385-3505
Scan 576-7064
Phone:
Name and Location of Project: Queets RLver BrLdge County: .Jefferson
Replacement (BRDS 2016(4))
Corps Public Notice No. Location: Sec. ~ Twp ~ RangeEIV
(if applicable)
Description of Proposed Activity (include map or diagram if i,nec~ssary) :
Construct Brtdge and remove extstLng structure (see attacned
plan), LncludLngconstructton of coffer dams, shorLng, temporary
work brLdge, sandbag dLkes, equLpment palets and placLng of
rLp rap.
Nature of Expected Water Quality Problems and any Proposed Discharges
Mtnor sLltatton from construct Lon Ln rLver.
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Schedule and Duration of Conatruction Activities, Life of Project:
construct Lon actLvttLes Ln rLver are JuneS through September
15 for calendar years 1984, 1985, 1986 and 1967.
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Proposed Actions During Construction to Reduce Severity or Durstion of
Water QuaUty Impacts: All construct Lon tn the r[;ver, where oxca-
vatLon of materLal La requLred, wLll be confLned by coffer dams
and sandbag dLkes. All water wLthLn the dams and dLkes wLll
not be dLscharges dLrectly Lnto the rLver. AddLtLonally, any
materLal execavated from wLthLn the coffer dams or sandbagged
. (Over)
COMPLETE ONLY IF A MODIFICATION IS HEEDED
.
The State
1217181
Environmental Policy Act (SEPA) wa. complied with on
(date) by JEFFERSON COUNtread aaency).
Sign/ltur/~~~ Date ~,27"R~
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.IEftERSIIN COllNTY IOllKTHOllSf.
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FILE
Jefferson County
Department of Public Works
COURTHOUSE
PORT TOWNSEND. WASHINGTON 98368
TEL (206)385'3505
'.....'11 lr~t.l 111:.1- ,,.,h '-jIlt:
l'IJi~1 11)~"N~-.1 r;i: '::.\:,tul~l~ION
t:sHlAN LSHHTON. DIRECTOR
April 30. 1984
, I
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Department of Game
600 Capitol Way North
Olympia. WA 98504
Attn: Tim Rymer
Re: Hydrualic Permit for Queets River Bridge - June 7. 1983
Dear Mr. Rymer:
Jefferson County hereby requests a change in the permit for work to be done in the
river for the Queets River Bridge project.
The changes requested are for the use of wood mats for work platforms to be placed
in the river for access to the work area in lieu of a work bridQe. Also we are
requesting the use of sand bag berms to be used in lieu of sheet'piling around
cofferdams at piers two and four.
Enclosed is a sketch of a typical mat used by the Department of Transportation.
The mats would be placed on the river bottom and additional mats would be placed
on top of them to bring the machinery out of the water. The berms would be placed
in sufficient size and quantity to prevent water from entering the work area around
the piers.
If you have any questions. please call.
Sincerely.
Brian L. Shelton. P.E.
Director
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Gary A. Rowe
Assistant Director
xc: State Aid
Alpha Engineers
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FILE
Jefferson County
Department of Public Works
COURTHOUSE
PORT TOWNSEND. WASHINGTON 963G6
TEL. (206)365'3505
.JEffEKSON COUNTY COURTHOUSE
f~~II(Jf,;:.L itl~I..}rHl..~ ::01lE.
PUHI Tth'JNStND' NASrflNGTON
BAlAN L .' SHELTON. DIRECTOA
April 30. 1984
.'
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Department of Fisheries
General Administration Building
Olympia. WA 98504
Attn: Randy Johnson
Re: Hydraulic Permit for Queets River' Bridge - June 7. 1983
Dear Mr. Johnson:
o
, ,
Jefferson ,County hereby requests a change in the permit for work to be done in the
river for the Queets River Bridge project..
The changes requested are for the use of wood mats for work platforms to be placed
in the river for access to the work area in lieu of a work bridge. Also we are
requesting the use of sand bag berms to be used in lieu of sheet piling around
cofferdams at piers two and four.
Enclosed is a sketch of a typical mat used by the Department of Transportation.
The mats would be placed on the river bottom and additional mats would be placed
on top of them to bring the machinery out of the water. The berms would be placed
in sufficient size and quantity to prevent water from entering the work area around
the piers.
If you have any questions, please call.
Sincerely.
Brian L. Shelton, P.E.
Director
.4~ rJ.P~
Gary A. Rowe
Assistant Director
xc: State Aid
Alpha Engineers
File
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Jefferson County
Department of Public Works
COURTHOUSE
PORT TOWNSEND, WASHINGTON 98368
TEL (206)385'3505
r".I"III:,1 '11 l' 'HI' :,111
"IifJ',! roll .\,i,'.lurK.luN
BHIAN l SttH10N,OIH[CJOR
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April 27. 1984
Quinault Indian Nation
Quinault Department of Natural
P.O. Box 189
Taholah. WA 98587
Attn: Larry Lestelle
Re: Pennit No, 282 for Queets River Bridge
Resources
Dear Mr. Lestelle:
Jefferson County hereby requests a change in the permit for work to be done in
the river for the Queets River Bridge project.
The changes requested are for the use of wood mats for work platforms to be
placed in the river for access to the work area in lieu of a work bridge. Also.
we are requesting the use of sand baq berms to be used in 1 ieu of sheet pil ing
around cofferdams at piers two and four.
Enclosed is a sketch of a typical mat used by the Department of Transportation.
The mats would be placed on the river bottom and additional mats would be placed
on top of them to bring the machinery out of the water. The berms would be placed
in sufficient size and quantity to prevent water from entering the work area
around the piers.
If you have any questions. please call,
Sincerely.
Brian L, Shelton. P.E.
Dir2ftor,
A-7~a.P~
Gary A. Rowe
Assistant Director
xc: State Aid
Al pha Engineers
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JOHN 5PElLMAN
Governor
WIUIAM R. WIU<ER5ON
Director
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DEPARTMENT OF FISHERIES
115 Generdl Adml1listriJlion /JUt/elm}.; . ()/~ml)JJ. W,l!Jhinxton ylJj(J..I. (206) 753-6600 .
November 19. 1984
Jefferson County
Department of Public Works
County Courthouse
Port Townsend, Washington 98368
Gentlemen:
Time Extension, Bridge Construction, Queets River
SW 1/4. .Section 29. Township 24 North. Range 12
West, in Jefferson County, PN 071-0YB-4-008693
WRIA 0-21.0016
We have reviewed your verbal request for a time extension through 1987 of
the above-referenced Hydraulic Project Approval (HPA), issued on
July 7, ,1983 and renewed on November 1, 1984, and your additona1 request to
modify the sumner instream work timing window to allow work to start
June 15 and end September 15 of each contract year as is the case for the
Quinau1t Tribal HPA.
We discussed your request with the Department of Game and the Quinault
Tribe and the consensus is the July 1 to September 15 work window would be
more appropriate. Steel head trout spawn downstream in the vicinity of the
bridge into JUlie and Incubating eggs are within the streambed into July.
The work you proposed with'ln the stream could adversely affect the incuba-
tion success of those eggs. Therefore, the time limitations shall read as
follows:
Time Limitations: Immediately to December 31, 1987.
NOTE: Work to be conducted within the ordinary high water
mark of the stream shall be accomplished during the
period July 1 to September 15 of each year.
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NOllember;':19, 1984
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Thisti~ extension shall .be attached -to theori,ginalappr,oval and all.
other provisions of the originalshalJ ,remain -ineffe.ct,. :In addition.. -this
project;.hall .be ,conducted according .toth.e provisions ,of ,the ,Quinau.l1:
Tribal HpA.
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DEPARTMENT OF PUBLIC WORKS
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Q'UEETS RIVER BRIDGE
SITING, STUDY
Environmental Assessment
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QUEETS RIVER BRIDGE REPLACEMENT
JEFFERSON COUNTY, WASHINGTON
ENVIRONMENTAL ASSESSMENT
l'URSUANT 'l'Ol'.L. 91-190,
U. S. .DEPARTMENT OF TRANSPORTATJ:ON
FEDERAL BIGSWAY ADMINISTRATION
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APP1U)VED:
Milt Sanstram, p.E.
County Engineer
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APPROVED:
R.S. Niel.en,
A.sistant Secretary for
public Transportation an4 planning
wa.hington State Department of
Tranllportation
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Fe4eral Highway A4miniatration
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LIST OF TABLES
Page
Table 1
Comparison of Environmental Impacts
of Alignment Alternatives
24
LIST OF FIGURES
Figure
Project Vicinity Map
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Figure 2
Proposea Alignment ana Profile
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Figure 3
Section Through post-Tensioned Box
Girder Bridge
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Section Through Steel Plate Giraer
Br idge
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Site Plan Sbowing Existing, Proposed,
and Alternative Alignments
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Figure 6
Typical Road Section With Ditch
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Figure 7
Construction Schedule
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CONTENTS
NEED FOR THE PROPOSED ACTION
Existing Use of the Bridge
Development of the Proposed Action
Safety and Economic Needs
DESCRIPTION OF THE PROPOSED ACTION
Location
Features of the proposed Action
Construction Schedule
Costs
Permits
IMPACTS OF THE PROPOSED ACTION
Earth
Air
Water
Flora
Fauna
Fisheries
Noise
Light and Glare
Land Use
Natural Resources
Risk of Upset
population
Housing
Transportation/Circulation
Public Services
Energy
Utili ties
Human Health
Aesthetics
Recreation
Archaeological/Historical
Economic Impacts
ALTERNATIVES CONSIDERED
No Action Alternative
Alignment Alternatives
Design Alternatives
Improvement of Existing Facility
COMMENTS AND COORDINATION
Meetings
Agency Contacts
Letters
REFERENCES
APPENDIX
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2
3
3
3
8
12
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23
25
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26
27
28
29
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NEED FOR THE PROPOSED ACTION
The Queets River Bridge Replacement Project involves (a)
replacement of an existing substandard bridge, and (b) improvement
of the safety of the bridge, its approaches, and the intersection
of Clearwater Road and U.S. Bighway 101 in order to ensure a safe
transportation link for residents of the Clearwater area and
logging traffic to and from the Clearwater River basin.
Existing Use of the Bridge
The existing Queets River Bridge and Clearwater Road is the
only major link between the timber harvesting area and the
nearest lumber mills in Forks and Aberdeen. In the absence of
the bridge, the logging trucks which use the bridge would have to
detour approximately 70 miles via the Boh River area.
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The bridge was originally constructed sometime in 1930-31.
From its inspection during June 1978, and the load rating
assigned, the bridge is now open only as a single lane bridge.
This causes excessive inconvenience and delay to the logging
truck traffic which have to wait at one end of the bridge to
allow the oncoming traffic to pass over the bridge. An estimated
1,000 to 1,300 vehicles pass over the bridge every day. About
one third of these vehicles are loaded trucks. An estimated $100
million worth of lumber is carried over this route annually.
In addition, the Clearwater Road and Bridge are used by
members of the Clearwater community (about 100 dwellings),
Jefferson County Courthouse Annex, Clearwater Camp Correction
Center, and Washington State DOT Surplus Material Storage Yard.
Development of the proposed Action
The existing Queets River Bridge crosses the 600 foot wide
Queets River channel at a 45 degree angle and consists of spans
totaling approximately 625 feet. Spans consist of precast
concrete girders and steel truss spans. The approaches are
curved both horizontally and vertically, severely restricting
sight distances for motorists approaching or leaving the structure.
The roadway width has been limited to 17 feet and permits only
one-way traffic across the bridge. Vertical clearance from the
deck to the overhead truss bracing is 14 feet 6 inches.
Since its construction in the early 1930's, the bridge has
undergone major improvements and repairs, including:
o replacement and straightening of a majority of upper
portal and sway frame bracing, damaged by overheight
loads
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o replacement of the original timber deck in 1959, and
again in 1964 with precast concrete deck panels
o replacement of three original timber spans on the south
approach with two concrete spans in 1959
o replacement of five original spans on the north approach
with one precast concrete span in 1962
o addition of timber shoring to the south approach pier
Arvid Grant and Associates (AGA), Olympia consulting engineers,
conducted load/condition inspections in 1963, 1970, 1978, and
1979. Their detailed study in 1979 concludeS that the existing
bridge is substandard in load rating for its present use, and
that diagonal members in both steel trusses are near to or at the
end of their probable fatigue life. The AGA report also recommends
immediate planning and preparation for a replacement facility.
ACCordingly, in August 1980, Jefferson County retained URS
Company to conduct a preliminary design and siting report for
replacement of the existing bridge. URS received a Notice to
Proceed on April 27, 1981.
Safety and Economic Needs
Based on the results of the AGA (1979) study, continued use
of the existing, substandard bridge presents a safety hazard to
users. The social and economic values associated with use of the
bridge mandates that an appropriate facility be present that
permits full, unencumbered utilization of the economic potential
of the Clearwater River basin. If the existing bridge collapsed
or had to be closed due to severe deformation caused by heavy
logging overloads, the social and economic consequences to users
of the bridge would be extreme.
In addition to safety concerns associated with the bridge
and its approaches, the present intersection of Clearwater Road
and U.S. Highway 101 is a serious safety hazard, with three
accidents, one fatality, and $10,000 of property damage since
1975. Sight distance in both directions i8 very limited due to
the location of the intersection in a dip. Traffic on U.S.
Highway 101 approaches the intersection rapidly over the crest of
the hill from the west and from around a corner and downhill from
the east. Relocation of the intersection to near the crest of
the hill west of the existing intersection would provide good
sight distance to the west and much better than existing sight
distance to the east.
The Queets River Bridge Replacement project iB, therefore,
needed to facilitate smoother, safer traffic movementB acrOSB the
Queets River and at the intersection of Clearwater Road with U.S.
Highway 101.
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DESCRIPTION OF THE PROPOSED ACTION
The Jefferson county Department of Public Works proposes to
replace the existing Queets River Bridge and to realign the
existing roadway between the Queets River Bridge and U.S. Highway
101 to provide a safer bridge, approaches, and intersection.
Provisions for pedestrian and bicycle traffic, in addition to
vehicular traffic would be made. The bridge design would also
provide for utiiity crossings, including a telephone line, a
water line, and an electrical transmission line.
Location
The location of the proposed project is shown in Figure 1.
The existing Queets River Bridge crosses the Queets River immedi-
ately upstream from the confluence of the Clearwater and Queets
Rivers on the Quinault Indian Reservation in western Jefferson
County. The intersection of Clearwater Road with U.S. Highway
101 occurs approximately 20 miles westward along U.S. 101 from
Amanda Park.
Features of the Proposed Action
The.proposed action involves construction of a new bridge
upstream from the existing bridge by 50 to 100 feet nearly
parallel to the existing bridge alignment as shown in Figure 2.
Figure 2 also shows a profile of the proposed bridge. The
recommended bridge type is either a cast-in-lace concrete box
girder or a steel plate girder bridge. Typical sections of these
bridge types are shown in Figures 3 and 4. construction along
the new alignment would allb~ traffic to continue on the existing
bridge until the new bridge is ready. upon completion of the new
bridge, the existing bridge would be removed. The existing
bridge would be dismantled so that only the two main supporting
trusses and minimum bracing would remain. The trusses would be
dropped into the river and then pulled out by a crane located
onshore. Following approximately one week of preparation,
removal of the trusses would take one day. The trusses would be
in the water less than one day.
The new bridge would consist of four spans totaling 740
feet. Approaches would be approximately 1,000 feet long. Fill
would be required for now approaches leading from the roadway
alignment to the new bridge crossing. Some new right-of-way
(ROW) would also be requirod. A temporary contractor's bridge,
constructed on piles, would be required upstream from the new
bridge alignment to allow access for construction of the central
bridge pier. Approximately 100 untreated timber pilei would be
driven into the streambed during a three week period in the
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construction of the contractor' sbridge. Thi.s bridge would
extend .f.romthe streambank and to midstream. It would be con-
structedbeginning ,June 15 and would be removed by September 15
as shown in Figure 5 to minimi.ze impacts to .fisheries resources.
Bridge abutments would .be constructed on dry land, (Eigure
2). 'Piers would ,be .located atth.e edges of the ,stream channel
as .shown ,in Figure 2,. Construction o,fthese would be conducted
fromthestreambank or contractor's bridge and would not require
equipmententering.thestreambed. '
The proposed .actionalso .involves construction of anew
roadway connecting the QueetsRiverBridge with U..5.. ,Highway '101
(Figure 5 ) ,. No de.eded ,ROW .for the existing roadw,ay exists 1
eaSement rights do exist, ,however. Thus, new ROW would .be
acquired by'Jefferson County to :replace existing roadway sections
that would continue to be used in conjunction with the new
alignments. Approximately21/2 acres of new .ROW would be
acquired by Jefferson County for constructionoztheproposed
roadway,. Approximately 1 ,080 .feet of this would .be 60.feet wide1
120 feet would .be 80 feet wioe1 and .200 feet would be 120 .feet
wide. :In addition, approximately 2 acres of new ROW would
be required to w,iden existing ROW. A typical roadway section is
presented in ,Figure 6.. The new road would intersect with U.S.
Highway 1 01 approximately 525 .feet west of the existing .inter-
section, which occurs in a dip and offers poor sight distance
in .both dir,ections along U. 5. Highway 101. Moving the intersec-
.tion as proposed would improve the sight distance required, and
thus the safety of the intersection. Some cut and ,fill would ,be
required in grading the new roadway.
'l'heWashington .State Department of Transportation has
indicated it has sufficient additional ROW (12 to 14 feet) along
U.,5. Highway 101 .in .the vicinity of the proposed intersection to
establish a center .lane for acceleration and deceleration o.f
vehicles entering and leaving U.S. Highway 101, respectively..
Jefferson County is currently coordinating work with the state on
channelization on U.S. Highway 101 (Sanstrom, personal communi-
cation, 1981). The channelization work will probably be complete
before the bridge is built.
Construction Schedule
The proposed construction schedule is ahown in Figure 7.
Commencement of construction would be unlikely before 1983 and
would probably continue until Summer, 1985, with removal of the
exiating bridge. Construction timing ia significantly constrained
by restrictions imposed by fisheries concerns, that is, all
instr8am construction would be limited to the period June 15 -
September 15 (Leetelle, 1981).
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CONSTRUCTION TIME SCHEDULE
YEAR 1983 19B4 1985
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MONTH JUN JUL AUG SEP ocr NOV ~UN JUl AUG SEP OCT NOI DEC JAN FEB ~ APR PlAY JUN
APPROACH FILLS ~
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The roadway/intersection improvements and bridge/approach
replacement project would be funded as two separate projects.
The proposed schedule assumes simultaneous construction of both.
The Bureau of Indian Affairs (BIA) has stated that it opposes
breaking the project into two parts (see letter in Appendix).
The Washington Department of Natural Resources also opposes a
two-part project (June 25, 1981 meeting). If, however, the
project must be broken into two parts, BIA and DNR recommend that
the roadway/intersection improvements occur first. Jefferson
County will begin ROW acquisition in the near future because of
potential delays caused by this phase of the project.
~
Project costs have been estimated for the roadway and
bridge/approach por.tions of the project separately. The cost
estimate for the proposed roadway realignment and intersection
with U.S. Highway 101 is $209,000. The estimate for the concrete
box girder bridge alternative and approaches is $4,210,000. The
estimate for the steel plate girder bridge alternative and
approaches is $5,430,000.
Permits
The following permits, licenses, and government approvals
are required for the proposal:
o Quinault Tribal Council approval
Hydraulics Permit
Building Permit
Environmental Checklist
Coastal Zone Management Program Compliance
Washington State Hydraulics Permit
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Corps of Engineers Section 10 Permit. This permit may
or may not be required depending on the final configura-
tion of the bridge and the amount of rip-rap placed
below normal water. Chances are good that one would
not be required.
o Jefferson County building permit.
o
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IMPACTS OF THE PROPOSED ACTION
Earth
Terrain in the project area is relatively flat in the
vicinity of the existing and proposed bridge alignments except
for the steep slopes associated with the Queets River channel
(Figure 31. From the proposed intersection of Clearwater Road
with U.S. Highway 101, there exists a gradual downgrade with
minor undulations; elevation difference between the intersection
and the south bridge approach is approximately 70 feet. The
river channel upstream from the proposed alignment is wider where
HarlOW Creek enters the Queets River (Figure 2).
Soils observed at the project site generally consist of
glacial outwash and recent alluvial deposits. The entire site is
probably underlain by outwash sand and gravel (Hart Crowser,
1981). Beneath surface deposits and glacial outwash materials,
bedrock from the Hoh rock assemblage is present at varying
depths. An outcrop of siltstone is present below the south
abutment of the existing bridge.
Soils in forested areas of the proposed roadway alignment
between U.S. Highway 101 and the existing roadway contain a
shallow layer of organic forest duff and highly organic silt.
Beneath the organic layer, soils are slightly silty to clayey and
sandy gravel along the proposed realignment (Hart Crowser, 1981).
A gravel pit is located west of the proposed realignment (Figure 2).
Impacts associated with the proposed action would in91ude
some minor grading along the proposed roadway realignment.
Displacement of organic forest soils would be necessary and
compaction of soils underlying pavement would occur. Fill would
be required for the north and south bridge approaches. The old
roadway portions might be removed and replanted, depending on the
wishes of landowners.
Some temporary increases in wind and water erosion would
occur during construction. Revegetation and slope stabilization
measures, such as compaction and mulching, would minimize erosion
and consequent increases in silt-laden runoff entering the Queets
River. A further measure that could be used to minimize erosion
and silt-laden runoff would be to stop work adjacent to the river
during heavy rains and shortly thereafter. Covering bare areas
with straw could further minimize this impact. Scheduling fill
work for bridge approaches during August and September would
minimize this possibility. Use of runoff detention ponds would
further reduce the possibility of runoff entering the river
carrying significant amounts of silt.
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Instream construction such as placement of the steel pile
coffer dam and pile driving for the contractor's bridge would
result in temporary increased siltation and turbidity of river
water. Removal of the existing central pier and bridge would
probably result in minor erosion of sediments that have accumulated
behind the pier and extend to a small mid-stream island. Deposi-
tion of eroded sediments would occur within a short distance
downstream, probably on existing bars.
Air
Some temporary decrease in ambient air quality due to
emissions from construction equipment and fugitive dust from
grading/filling activities would occur. No violations of
standards are expected. The project would eliminate the need for
log trucks and other vehicles to stop while yielding to on-coming
traffic on the existing one-way bridge. Thus, the project should
result in long-term slight improvements in local air quality.
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Existing water quality in the Queets River is classed as
Class AA (extraordinary) by the Washington State Department of
Ecology (WOE, 1977).
The proposed action would include placement of a central
bridge pier in the Queets River and removal of an existing bridge
pier and bridge. Localized changes in the currents would be
associated with these actions. No changes in the channel course
or flood elevations would be expected as a result of these
actions. The circular shape of the proposed new pier would
cause less water deflection than the existing pier, which is
rectangular with rounded ends. The proposed new central pier
should result in less accumulation of logs and other debris than
is associated with the present pier. These log jams presently
cause greater disturbance to currents than would be experienced
with the proposed central pier.
Instream construction activities such as construction of the
central pier and the temporary contractor's bridge would disturb
the streambed. Increased sedimentation and turbidity would be
associated with these activities during the construction period.
These impacts would be short-term.
Removal of the existing bridge by dropping the trusses into
the river would also disturb the streambed, resulting in temporary
increases in sedimentation and turbidity. Dragging the trusses
from the river would also disturb vegetation on streambanks.
Revegetating these disturbed surfaces following bridge removal
would minimize the duration of increased erosion-potential.
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Disturbed soils, associated with road grading and fill
activities, would be prone to water erosion. Runoff entering the
Queets River would contain greater sediment loads, and thus
would result in short-term increases in turbidity in the Queets
River. Revegetation of disturbed slopes, especially those
adjacent to the river, would minimize the duration of this
impact. Additional mitigating measures are discussed in ~.
For the 100~year flood, hydraulic analysis indicates that
the proposed action would not appreciably change the water
surface elevation at the bridge site (a 0.1 foct increase) (URB,
1981). Upstream about 0.8 miles, the water surface elevation
would increase by about 0.7 foct. At the bridge site, the flood
width would be cut down by about 300 feet as a result of straighten-
ing the alignment across the river and placement of bridge piers
and fill. These changes would have no significant effect on the
areal extent of the floodplain during the100-year flood event.
Paving the new roadway segment would eliminate absorption of
water under paved areas. The roadbed would be constructed of
free draining materials and thus should minimize effects on
surface drainage. The proposed action would not interfere with
or alter existing drainage patterns.
No wetlands would be affected by the proposed action.
Flora
Construction along the proposed alignment would result in
Clearing approximately 4.5 acres of forested land. Forest
composition is typical of the area with western hemlock, western
red cedar, and Douglas fir as the predominant tree species.
Dense understory occurs along the proposed roadway. Typical
species include salal, elderberry, Oregon grape, osoberry, and
sword ferns. The forest community appears to be second growth.
No change in diversity of species in the area is expected from
the proposed action. A small area east of the existing north
bridge approach would be cleared for construction of the new
bridge approach. Willows, alder, Douglas fir, Sitka spruce,
salmonberry, sword fern, and thimbleberry are found in this area.
The area that would be affected by the south bridge approach is
a meadow-type vegetation community consisting of grass, bracken
ferns, and various herbaceous species, including western butter-
cups. A small derelict shack occurs in the meadow, which in the
past was probably used as pasture.
Coordination with the u.s. Fish and Wildlife Service's
Office of Endangered Species has indicated that no federally
listed threatened and endangered plant species occur in the
project area (George wallace, personal communication, November
11, 1981). Thus, no project impacts would occur to such species,
and compliance with the Endangered Species Act is assured.
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Coordination with the Washington Natural Heritage Program
(See Agency Contacts for full citation) identified the presence
of a special plant, Poa marcida, in the general vicinity of the
proposed project. ThIS species occurs in moist areas in old
growth timber betwen 424-1090 meters in elevation. It is cur-
rently a candidate species for federal listing.
Although forest habitat would be removed with construction
of the proposed project, it is unlikely that this species would
be affected, because the forested area that would be cleared
appears to be second growth, and its elevation is less than 150
feet above mean sea level.
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The elimination of some fauna would result from clearing the
ROW for the new roadway. While birds such as thrushes, kinglets,
owls and woodpeckers that might occur in forested site areas and
relatively large mammals such as deer, elk, and raccoons would
likely be able to move out of the area directly impacted by
construction activities, smaller mammals such as mice and shrews
would probably be killed. Displacement might result in the loss
of individuals of displaced animal populations, because adjacent
habitats may already be at carrying capacity.
Construction of the new roadway segment would also result in
increased noise disturbance to wildlife along the new roadway and
create a hazard to wildlife crossing the road. Abandonment of
the old roadway would, however, reduce these types of impacts to
adjacent wildlife along the old roadway. The determination .of
what would be done along the old roadway would be subject to
negotiation between landowners and Jefferson County.
Coordination wi.th the u.s. Fish and wildlife Service's
Office of Endangered Species has indicated that no federally
listed threatened and endangered animal species occur in the
project area (George Wallace, personal communication, November
11, 1981). Thus, no project impacts would occur to such species1
and compliance with the Endangered Species Act is assured.
Coordination with the Washington Department of Game Non-Game
Program (WDG, 1981) has indicated that two -species of concern-
in Washington occur in the general project area. These specieo
are the short-tailed weasel (Mustela erminea) and the marten
(Martes americana). According to the Washington Environmental
A~COE, 1975), the short-tailed weasel utilizes habitat types
such as wet coniferous forest and farmland/meadows which occur in
the direct project construction area. A small amount (less than
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one acre) of meadow-type potential habitat for the short-tailed
weasel would be eliminated by the proposed project. Clearing of
4.5 acres of second growth coniferous forest habitat that might
serve as habitat for the short-tailed weasel would also occur
with the project. Abandonment of the former roadway alignment by
the county would partially offset this habitat loss if all or a
portion of it is allowed to regenerate to a forest habitat. What
would be done with the abandoned roadway would be determined
through negotiations between the county and the landowner.
The meadow and forested habitats of the project area also
represent potential habitat for the marten, according to the
washington Environmental Atlas (COE, 1975). Clearing associated
with the project would thus eliminate 4.5 acres of potential
forest habitat and less than one acre of meadow habitat. As with
the short-tailed weasel, abandonment of the old roadway and
reforestation would partially compensate for this lost habitat.
It should be noted that no field studies to determine actual use
of the project area by these species have been conducted.
Fisheries
The Queets River supports runs of coho, chinook, chum, pink,
and sockeye salmon. Adults of at least one of these species may
be found in the river at virtually any time during the year
(Phinney and Bucknell, 1975). The Queets River also supports
steelhead. Below the proposed bridge crossing, the Queets River
is important to salmonid species for spawning, transportation,
and rearing. Winter steelhead runs occur from late November to
April with spawning occuring primarily from March to the first
week of June. Some spawning occurs downstream from the proposed
bridge crossing. Fry emerge from spawning gravels from June to
mid-July. Other species that spawn below the proposed crossing
include fall chinook and pink salmon. Pinks spawn from mid-August
to early October, while fall chinook spawn from mid-September to
mid-December (Phinney and Bucknell, 1975). Spring-summer chinook
spawn mainly upstream b:om the bridge crossing. Coho spawn
largely in tributaries, including Harlow Creek, located immediately
upstream from the proposed bridge crossing (Figure 2). Chums
occur in small numbers in the Queets River, representing a
relatively insignificant run (Lestelle, 1981). Sockeye spawn in
limited numbers in the Clearwater River, according to Phinney and
Bucknell (1975).
Outmigration of juvenile salmonids occurs during spring and
summer, with peaks for coho in May and peaks for chinook during
summer, especially late July and the first two weeks of August.
The Quinault Tribe plants chinooks in the Salmon River, a major
tributary of the Queets River upstream from the proposed crossing,
during summer and other species during winter and spring (Lestelle,
1981). An important feeding area for juvenile salmon ids occurs
downstream from the mouth of the Clearwater River.
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General concerns for fisheries resources include impacts
from siltation of downstream spawning gravels and aquatic or-
ganisms (food sources Lor juvenile salmonids), and obstruction of
transportation corridors (Lestelle, 1981). Activities with which
the potential for such impacts are associated include all instream
constrution, such as pier construction, pile driving for the
contractor's bridge, and coffer dam placement. Placement of fill
for the bridge approaches could also impact fisheries through
siltation impacts.
The proposed construction schedule (Figure 7) would avoid
instream construction during periods when salmonid populations
would be most susceptible (fall, winter, spring spawning).
Localized, short-term degradation of fish habitat would result
from increased siltation and turbidity associated with coffer dam
placement and pile driving. These activities would occur during
juvenile outmigration and rearing in the mainstem Queets River.
The degree of siltation and turbidity increase would not, however,
be expected to significantly affect outmigrating juvenile salmonids.
Use of slope stabilization techniques such as compaction, revege-
tation, and mulching on approach fills would minimize siltation
caused by silt-laden runoff from disturbed areas. If blasting
were required during instream construction, the shock waves could
kill fish and other aquatic organisms within several hundred
feet, depending on the size of the charge. No long-term degrada-
tion of fish habitat would be expected due to the proposed
action.
Removal of the existing bridge could cause a temporary
obstruction to fish passage. The duration of this impact would
be less than one day. Removal of one span at a time would
avoid closure of both channels of the river simultaneously.
Disturbance of bottom sediments adjacent streambanks and, thus,
increased siltation and turbidity would be associated with
removal of the existing bridge.
Impacts to Indian net fishing downstream from the proposed
crossing are discussed in the section Economic Impacts.
~
The proposed action would result in temporary increases in
noise due to construction. Such temporary noise disturbance is
exempt from washington State noise regulations (WAC 173-60)1
however, occupants of a mobile home west of the south bridge
a proach would be subject to construction noise. The new bridge
would probably result in less traffic noise at this residence
because log trucks would not be required to stop at the bridge.
Trucks that cross the bridge cause substantial noise at present.
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Light and Glare
Existing ~ight and glare in the project area is due to one
residence (adjacent to the .south bridge approach) and to headlights
of traffic onO.S,. Highway 101 and Clearwater Boad. :Realignment
of the roadway, intersection, and bridge would have no adverse
light and glare impac.ts on ~oca:L residents.
Land Use
The project area occurs entirely within the Quinault .Indian
Reservation. Existing :Land use in the project vicinity is
forest. An inactive gravel pit is ~ocated west of the new
roadway alignment as zho.wnin Figure .2. One residence (mobi~e
home) occurs adjacent to the south bridge approach. Another
occurs north of the bridge east of Clearwater Boad.
:Replacement of the bridge would not be expected to induce
secondary development I it would serve existing needs.
Replacement of the bridge is consistent with the Quinault
.Indian Tribe's Coasta~ Zone Management Plan (Bumgarner, 1981).
Natural Resources
The proposed action would not result in increased rate of
use of any natural resources or the depletion of resources.
Approximately 4.5 acres of forested ~and would be cleared for
ROW. Quantities of borrow materials for approach fills and
roadway grades have not yet .been determined, but would not be
unusually great.
Risk of Upset
Widening the bridge to two lanes would reduce the potential
for accidents involving vehicles on the bridge and its approaches.
The new bridge would eliminate the existing risk of bridge
failure due to fatigue or damage by overheight loads.
Population
No impacts to population density and population growth rate
wo~ld be expected to result from the pr.oposed action.
Housing
No housing would be taken by the ROW. The proposod action would
not be expected to create additional housing demand in the
area.
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Transportation/Circulation
The proposed project would result in replacement of a
substandard bridge and approaches with one that meets all relevant
design .standards. The proposed intersection would be safer than
the existing intersection. Traffic would be two-way over the
proposed bridge rather than one-way with the existing bridge. A
separate pedestrian/bike ~ane would make crossing the bridge
safer for pedestrians and cyclists. Thus, impacts to transporta-
tion/cirolll~tion would .be beneficial.
Access to the gravel pit and to residences in the project
area would be available during and after construction.
Public Services
Elimination of one-way traffic by two-way traffic would
avoid possible delays to emergency vehicles. The proposed action
is expected to eliminat~ the need for Jefferson County to remove
log jams that presently accumulate behind the existing central
pier..
Energy
The proposed action would not use a substantial amount of
fuel or energy, nor would it create new demands on existing or
future energy development.
Utilities
Grays Harbor PUD has a transmission line on poles along the
existing roadway. The line crosses under U.S. Highway 101 at the
existing intersection of U.S. Highway 101 and Clearwater Road,
and crosses the Queets River in an overhead crossing upstream
from the existing bridge (Trask, 1981). Grays Harbor PUD has
indicated that it would prefer, however, to retain an easement
along the existing roadway instead of relocation to the new
roadway alignment (see letter in Appendix A). This line would
have to be relocated along the new roadway. The Peninsula
Telephone company has a cable crossing on the existing bridge.
The proposed bridge would accommodate this line. Although no
water lines cross the Queets River on the existing bridge,
possible future need has been identified. Bridge design would
provide for crossings by utility lines.
.!!.U11lan Health
The proposed action would have no impacts on human health.
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Aesthetics
The proposed action would not obstruct any scenic vista or
open view, or create an aesthetically offensive site open to the
public view.
Recreation
No impacts to quality and quantity of recreational oppor-
tunities would be expected.
Archaeological/Historical
The following discussion is based primarily on a letter
received from Joan Robinson, Highway Archaeologist (see letter in
Appendix dated September 14, 1981).
Two Indian burial sites are known to occur in the vicinity
of the proposed project. The exact locations of these burials
have not been identified, but are believed to be far enough from
the project alignment that they'would not be affected by any
project activities. There is also a reference in ethnological
literature to a village or seasonal settlement which may be
located within project boundaries. Field reconnaissance, however,
in 1977 by Gary Wessen, archaeologist, failed to disclose evidence
of the site. It is possible that the Indian settlement may have
been buried under alluviam or may have been obscured by heavy
vegetation.
According to Joan Robinson, Highway ArchaeOlogist, cultural
resources reconnaissance of the site would best be undertaken
following clearing. Dense vegetation precludes making such a
reconnaissance at this time. Sheila Stump, Archaeologist, Office
of Archaeology and HistoricBl Preservation (OAHP), agrees with
this schedule and has stated that in her opinion it meets with
the compliance obligations of the project.
The existing Queets River Bridge was assessed by Lisa
Soderberg of OAHP and is listed on the Historic American Engi-
neering Record inventory. Adequate documentation on the bridge
exists and no further concern need ~e given it, according to Ms.
Soderberg'S assessment (see letter written by Joan Robinson dated
September 14, 1981 in Appendix).
If previously unknown ar~haeological resources are discovered
during the reconnaissance of the site following clearing, appro-
priate consultation with the State Historic preservation Officer
and the Quinault Tribal Council would follow.
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Economic Impacts
Approximately $100 million dollars worth of timber is
estimated to move over the existing bridge annually (AGA, 1979).
An average of more than 300 loaded log trucks use the existing
bridge per day. The proposed action would facilitate the continued
economic utilization of the Clearwater River basin.
Quinault Tribal members conduct a net fishery in the Queets
River intermittently throughout the year. Some nets have been
observed immediately downstream from the existing bridge; others
are placed downstream to the mouth of the river.
In the opinion of Larry Lestelle (Quinault fisheries biologist),
the proposed action should not pose a problem to the net fishery
with normal restrictions. Such restrictions include: (1) no
in stream construction except during the permitted period June 15
September 15, and (2) no debris should be allowed to leave the
construction area in the river. Such floating debris could
destroy nets and result in adverse economic impacts to Quinault
tribal members. It is expected that these restrictions would be
among the hydraulic permit conditions required by the Quinault
Tribe.
ALTERNATIVES
No Action Alternative
The no action alternative would involve continued use of the
existing Queets River Bridge, Clearwater Road, and the intersec-
tion with U.S. Highway 101. Continued use of the existing
substandard bridge presents a safety hazard to users. The AGA
report (1979) has warned that overloads (or possibly maximum
approved loads) could lead to sudden collapse of the bridge. If
this occurred, local residents and log haulers that use the
bridge would have no convenient public access to or exit from the
area, short of traveling north to the Hoh River. The local
logging industry would be adversely impacted. According to the
DNR, these economic impacts would occur not only in Jefferson
County, but also in Clallam and Grays Harbor counties where many
of the forest workers, truckers, and mill workers reside (see DNR
letter in Appendix). Local residents would lose access to
grocery and gasoline supplies. School children would lose access
to the Queets School on U.S. Highway 101.
Continued use of the bridge would prolong the safety hazard
to pedestrians and bicyclists who use the existing bridge. No
action would also prolong use of the intersection of Clearwater
Road with U.S. Highway 101, which is considered to be unsafe.
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No action would, however, avoid environmental impacts caused
~y replacement of the existing bridge, such as temporary increases
1n siltation and turbidity in the Queets River, wind and water
erosion, temporary increases noise levels and other impacts
in the impact section. Jefferson County, the State, and the
Federal government would avoid costs associated with the project.
Jefferson County would, however, have to continue maintenance
expenditures related to removal of log jams.
Due to the previously described impacts associated with not
constructing the proposed action, the no action alternative is
not considered to be a reasonable alternative.
Alignment Alternatives
In addition to the proposed alignment, two other bridge
alignments have been considered. These are identified in Figure
5 as Alternatives A and C (the proposed alignment was originally
referred to as Alternative B).
Alternative A would involve replacement of the existing
bridge along the existing alignment. One-half the new bridge
would be built immediately upstream from the existing bridge.
Traffic would be diverted to the new structure followed by
removal of the existing bridge. The downstream half of the new
bridge would then be built and joined to the upstream half.
Alternative C would involve construction of the new bridge
approximately 200 to 400 feet upstream from the existing crossing.
In addition, an open-arch culvert would be used to cross Harlow
Creek.
A comparison of the environmental impacts of the alignment
alternatives is presented in Table 1. Based on this comparison,
Alternative C appears to be associated with a greater environmental
impact, due in part to the greater amount of new ROW required.
In addition, it is less desirable than the proposed action
becauGe of its crossing of Harlow Creek, a stream with suitable
salmon habitat and riparian vegetation. Little difference
between Alternative A and the proposed action is apparent.
Alternative A would require slightly less ROW, but is considered
more difficult in terms of engineering considerations. Consequently,
it is less desirable than the proposed alignment.
Design Alternatives
The proposed bridge design is a cast-in-place concrete box
girder bridge or a steel plate girder bridge. Because of the
relatively long spans (260 feet), some of the less expensive
bridge types (e.g., precast girders) are not applicable.
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o.:MPARI~ OF ~ IMPACl'S
OF ALIGMEm' AL'l'ERNATIVES*
Alternative A
2.5 acres
1.75 acres
Sl!llle as
prqlClSed
less than
prqlClSed
S8IIII! as
prqlClSed
slightly less
new !OJ
required
slightly less
habitat eli-
minated
same as
prqlClfI8d
slightly leas
new !OJ than
proposed
PrqJosed Alternative
2.5 acres
2.0 acres
suitable
prcposed
taIpora:cy increase
in suspended sedi-
ment ftI'Id turbidity
elimination of
approximately 4.5
acres of forest
land
approximately 4.5
acres of wiJ.A:Uife
habitat eliminated
t:II\;lora:cy iIrpact:s
on fish habitat
t:hrough water qua-
lity degr~tion
awroximately 4.5
acretI of fOl:ellt
land altered to
1:OlIdway
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Alternative C
4 acres
1 acre
less suitable
than prcposed
greatest llIIPUI1t
requiJ:ed for
~es
same as proposed,
but also cresses
Harlow Creek
slightly greater
lIIIOUI1t of new
!OJ required
slightly greater
lIIIOUI1t of wild-
life habitat
eliminated,
riparian habitat
at Harlow Creek
crossing elimi-
natec'h alignment
may cross good
elk habitat
_ as prqlOII!Mld,
plus crcl8sing of
Harlow Creek
slightly greater
new IU4 required
* Envircnnental categories in which no inpacta would be expected and in whic:h no
differences between alternative. would be expeCted have been CIlIittec!.
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Two major types of bridges have been studied. Other types
have been considered, but were generally eliminated because of
cost. For example, a cable-stayed suspension bridge has a
relative cost 1.52 as compared to the proposed with a relative
cost of 1.0. No contractor's bridge would, however, be required.
A steel plate girder with a cast-in-place reinforced concrete
deck has a relative cost of 1.22. It would, however, require a
raise in profile because of the deeper superstructure. A full
length contractor's bridge would be required.
The post-tensioned reinforced concrete box girder (proposed)
is the least costly and has the lowest maintenance requirements.
It can be constructed by the cantilever method requiring no false
work in the river. A contractor's bridge would be required to
construct the central pier only.
Improvement of Existing Facility
According to the AGAreport (1979), Jefferson County would
have to spend approximately one million dollars to rebuild the
existing bridge sufficiently to reduce the moving load impact
effects and extend the life expectancy of the bridge. This would
require closure of the bridge for a number of weeks at an economic
ccst considerably greater than the "received benefits. Traffic
would remain one-way and safety hazards to pedestrians and
bicyclists crossing the bridge would not be eliminated. Based on
these considerations, improvements of the existing facility is
not a reasonable alternative to the proposed action.
COMMENTS AND COORDINATION
Meetings
June 9, 1981 -- Public Workshop at Queets Clearwater Elemen-
tary School.
The purpose of the meeting was to discuss
the route location for the bridge and road
approaches. Representatives of various
8geancies and thepublic attended the meeting
and made eomments. Concerns identified in
the meeting ineluded debris aeeumulation
behind the existing eentral pier, Indian net
fishing, flood elevations, and elosure of
the bridge during eonstruction.
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June 25, 1981 -- Meeting at Quinault Tribal Center, Taholah,
washington.
The purpose of the meeting was to describe
the project and receive comment from Larry
Lestelle, Quinault Tribe fisheries biologist.
A landowner, Agnes Shale, was also present.
Larry Lestelle mentioned the constraint of
the allowable period of instream work --
June 15 to September 15. DNR stated its
support for simulataneous construction of
the new bridge and roadway improvements.
July 16, 1981 -- Public Workshop at Quinault Tribal Center,
Taholah, Washington
This meeting was attended by two landowners
(Corbett and Agnes Shale), and representatives
of various governmental agencies. The
purpose was to describe the project to the
participants and receive their comments. A
number of points raised have been incorporated
in this environmental assessment. Landowners
indicated their support for the project and
their willingness to negotiate with Jefferson
County regarding ROW.
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Aqency Contacts
Larry Lestelle, Quinault Tribe fisheries biologist. Discus-
sion of fisheries concerns. July 29, 1981.
Dave Trask, Grays Harbor PUD. Discussion of concerns of the
utility. Lead to letter in Appendix. July 30, 1981.
Wally Bumgarner, Quinault Tribe land use planner. Discus-
sion of tribe's environmental requirements - checklist.
Millard Deuson, Washington Department of Fisheries. Discus-
sion of Washington State Hydraulics Permit requirement. He
stated that if this permit is not required, a letter will be sent
to Jefferson County in response to the SEPA checklist.
Natural Heritage Data System, Washington Natural Heritage
Program and Department of Game-Nongame Wildlife Program, c/o The
Evergreen State College~ 3109 Seminar Building, TA-OO, Olympia,
Washington 98505. The request for species listings identified
the short-tailed weasel, marten, and the plant, poa marcida, as
species of concern in the project area. ---
George Wallace,
Endangered Species.
species and critical
area.
U.S. Fish and Wildlife Service, Office of
No federally listed threatened or endangered
habitats are found in the immediate project
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Letters have been received from:
o Bureau of Indian Affairs
The letter indicates BIA's position that the
proposed action should be carried out as one
action7 i.e. the roadway/intersection improvements
and bridge replacement should occur simultaneously.
If this is not possible, the roadway/intersection
improvements should occur first.
Grays Harbor PUD
The letter requests easement rights to maintain
their facilities in their present location.
o Washington Department of Natural Resources
o
The letter indicates that economic benefits from
use of the bridge accure to neighboring Clallam
and Grays Harbor counties.
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o Archaeological and Historical .Services
The letter indicates that because of dense under-
growth in the project vicinity, an archaeological
survey would best be conducted during construction
clearing. The letter also describes bacl~ground
information relative to the project.
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REFERENCES
Bumgarner, ~lally.
Indian Tribe.
August 21,1981. Land use planner, Quinault
,Personal communication.
Grant, Arvid and Associates (AGA). 1979. Jefferson County
QUEletsRiverBr,idge: Condition and Rating 1979. Prepared
for Je~fersonCou'nty..
Hart-CrowserandAssociates, Inc. 1981. SubsurfaceExploration
and .Geotechnical .Site Evaluation: proposed Queets River
Bridge. Jefferson County, Wa. ,Prepared for CRS Company.
Lestelle, .Larry. .July 29, 1981. Fisheries biol09:i.st, Quinault
Indian Tribe. Personal communication.
i.
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I
phinney ,L.A.andP. Bucknell.. 1975. A Ca,tl:\l09 ofWl:lshington
Streal1lfi .and .SalmonUtilization. Voll.1llle 2. Coastal Region.
Washington Deplil'rtment of Fisheries.
Sanstrom, Milt. December 4, 1981., Jefferson County Department of
Public Works. Personal Communication.
Trask, Dave. July 30, 1981. GraysH&rbor .PUD. Personal commu-
nication.
URS company,. 1981. QueetsRiverBridge Siting Study. Prepared
for: Department of Public Works, Jefferson County, Washington.
November 1981.
U.S. Army Corps of Engineers. 1975. Washington Environmental
Atlas. Seattle District.
Washington Department of Ecology. 1977. Washington State Water
Quality Standards. Olympia, Wa.
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APPENDIX
The attached letters have been received in regard to the
proposed action.
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IN ..... y M:PKIII TO_
Real Property Mgmt.
Acquisition & Disposal
Tenure & Management
Quinault/Clearwater
Bridge Replacement
United States !?epartment of the Interior
BUREAU OF INDIAN AFFAIRS
Olympic Peninsula Agency
P.O. Box 120. Post Office Building
Hoquiam, Washington 98550
July 24, 1981
~ ?_%.S-et
Jefferson County Dept. of Public Works
Courthouse ,
Port Townsend, Washington 98368
Attn: Mr. Milton L. Sanstrom
Dear Mr.Sanstrom:
This is in regard to the pUblic workshop which Jefferson County ,conducted
on July 16,1981, at the Quinault Tribal Office in Taholah, Washington.
As you know, the workshop concemedthe ,proposed "Clearwater Bridge"
replacement, together with the route (site) relocation. ,,'
The principal reason for the bridge replacement and route 'reiocation
appear to be: ' "
1. The bridge itself is 50 years old and is in ~arly stages of fatigue
. "'llnddeterioration~lreadY. '",:' ",,:,::,., ,
2. The present junction where the Clearwater Road 'IntersectS with Highway
101 is a serious safety hazard, with 3 accidents, 1 fatality, and
$10,000.00 of property damage since 1975. Vision in both directions
is extremely limrtted.
Mr. David Lanning, based on his study, presented three different proposals
for this job. The consensus, of those present seemed to be that "Alter-
nllte B" was the most satisfactory alternative presented. The Bureau
,of Indian Affairs is in agreement. based on input received from the Trust
landowners.
However, there does seem to be a potential problem. The idea was put to
the audience that perhaps the "complete job" (from Highway 101 up to and
inCluding the new bridge together with both approaches) mrtght, due to
funding, have to be split into two separate projects. One project would
be the bridge and both approaches, and the other project would be the
section of road from Highway 101 to the bridge approaCh.
The Bureau of Indian Affairs is very much opposed to the idea of breaking
this Job down into two Projects.
The only way it WOUld be completely acceptable is if both projects were
.
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given the go-ahead simultaneously. The point is, if thejobwer.e ~
go as two .separate projects, there ts always the possibi1ity 'tha't .one
part of the job would ,be put on the shelf andjust'left.1'orwhateller
reason. .
However. if we have to look .at what maY.be reality,t.e., ,there may not
be funds available to complete the 'whole job, ..and ifa choice must :be
made, then it must be the recOll1llendation of the Bureau 'Ol""JiiDian Affair.s
that thefir.st priority should .be1:het"OildfI"OlllHijlhway 101 'to :the ,brtdjle
approach. 'The basisforthisdec1si.on ,is:
(1 ) The safety -factor .of the present 'intel"Sec1:1onvel"Susthemuch
improved safety factor in the pt"Oposedinter.section. 'Thepoor
track l~ecord .of this intersection has already been discussed, but
in addition there.seemsto :be much concemthat .soneda~a 10g9in9
truck and a ,school bus will collide At this 'place.
(2 ~ At the present ,time ,.should "the project ,.be .91.ven :thego.,aheac!.
Jeff'.!l"Son Coun1:y not only is wi1ling 1;0 vacate :the.old right-of-way ,
in 'favor of the allotmP.nt owners. .butJllsois willing ,1;0 takeout
the .old road and replant the road bedw1:th trees,. 'The .area ,where 'the
1II05t road relocation takes 'place is -f'romHighwaylOl to :the 'bridge
,~pproach. " . '
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.......
To. recap, the Bureau of Indian Affairs.. in thepositior. as trustee .for and
upon conferring with, :the Indien Trust .ownel"S. recOlllllends that 1:heproject
, be considered as one job from Highway 101 to the northerly ,end of the new
bridge. If that is not possible, then the port10n fl"OlllHighway 101 to the
southerly bridge approach .should be given first priority.' ..;_-:
. . '. . .' . ~ ~_."- .
. If you have any'questions. please call .Sa~ Black at'ihis office~ te'ephone
nllllber -538-1500. .
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, Copy to:
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,~Sincerely'yours. . , ,.
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su~~ndent
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URS Company
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PUBLIC
UTILITY
DISTRICT
No.1
<~.:.~..~..':j',S J.'.:!.\~~'~:)~ r;o;.~,",~'
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Augus't :13, :1981
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10lrA Milton $andstrom. Director
.:Jeff01'51llllCountyDepartlllent $Jf PuflUct.lorks
.:JeffflrsonCounty Courtl1aiJse
.Port TOWDS<<1d,WA.98368
Dear Mr. .Sandstrom:
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Thank you for advis:l:ngw of your :intent toreloc:ate the ,Clear-
water County' Road and the QueetsRiver Bridge. NaturAllY' our concern is
that this' construction affect 1:1ieDistrict 's ele.ctric ,distribution 'fa-
cilitie~ as little as possible.
Enclosed arc copies of IIi strict maps 2412-116 and 2412..;128.
shl)wing the approximate present location of our 'faci1i1:ios:. Al'though.
thellUlindistribution line to Queets and Kalalochareunde~und.:tb.e
facilities' on 1:he Clearwater County Road are constructed on poles and
overhead conductors..
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I'f .:Jefferson County reloc:ates :the road to a different aligll1llODt,
the District desires' easOlllent riJlUs to maintain .its facilities intlLeir
present location. We request a set of plans when CO!IIpleted of the D_
road and bridge. and would appreciate discussing the poltd1iil1ty, .of con-
duits attached to tJiebridgo for future cable installations.
Thank you very much for your consideration in this' 1II&tter.
Yours ve:ry truly.
Boyd J. Winter. P. E.
General Superintendent
Bncs'.
cc: David Lanning. P. E.
Project Engineer
URS Company
Fourth and Vine Building
Seattle, WA g8121
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';. " , January 16. 1981
Mr. MoL. Sanstrom
Director of Public Works
Jefferson CoLDlty Courthouse
" Port Townsend. WA 98368
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Dear !.fr. Sanstrom:
I apologize for the slow response to you:r letter of Dec. 1, 1980,
concerning the Queets River bridge replacement. I was attempting
,to seek answers to our (DNR) participation in the costs.
It is not entirely clear what the legal status is as far as using
DNR :funds or timber side revenue for i.JIIproving public roads.
Olympia infOImS me that they hope to correct this by introducing
legislation that will amend RCW 79.:i8 to include public roads in
the same manner as access roads are. In the event we are success-
,ful, we have no problem. If not, we will have to rely on the
po\~er granted in RCW 39.34 Interlocal Cooperation .Act, whidl is
questionable.
It would appear that we I1UJst agree on what sort of share D:'JR
should contribute of the 20% left after asS\Dlli.ng 80% federal
assistance.
My personal view is that the State Dept. of Transportation should,
contribute at least 5\ and Jefferson County and mR split the re-
maining lS\.
My reasoning is that adjacent counties, particularly Grays Harbor
, and Clallam, benefit directly from the heavy logging ac:1:ivity in
the areas served by ,the Queets River bridge.
, "
Most of the forest workers, truckers, lIIUl workers, purchasers,
suppliers, etc., reside in Clall/llll and Grays Hamr Counties. not
in Jefferson County. In other words Jefferson County has the
action but the money, flows els~ere.
It would help us D great deal if you could spell out what you
people consider an appropriate split of the costs.
RECE\VED
JAW 21 \961
soN coUNT"/'
.J~C::EERS OFF\CE
AN EQUAL OPPORTUNITY EMPLOYER
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Nr. lot. L. Sanst'rCJII
Page 2
January 16.1981
As for the design of the bridge u we contribute Ul its rep1acellleI1t we :feel
we should have a c:hance Ul have input as Ul its design and weight limits.
Sincerely ~ If, /J/
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E. C. Goclcerell
Area Manager
Olympic Area
ECG: CUe
cc: M.mlock
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Archaeological
and Historical
Services
Eastern Washington University. 300 Monroe Hall . Cheney, Washington 99004 . (509) 359-2289
September 14. 1981
Hr. Glenn A. Bagley
Assistant Director of Public Works
Jefferson County Department of Public Works
Courthouse
Port Townsend. Washington 98368
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Dear Hr. Bagley:
On the basis of maps and other Information supplied to us by your office
and URS Company, It was determined that conditions In the project area
preclude making a cultural resource reconnaissance of the Queets River
Bridge project at this time. It 15 evident from study of the contour
maps that vegetation 15 50 dense at the site that the surveyors were not
able to make complete contour maps of the locale.
Hy consultation with you led to the agreement that cultural resource recon-
naissance could best be undertaken after clearing 15 completed. Shell.
Stump. Archaeologist. Office of Archaeology and Historic Preservation.
Olympia agrees with this schedule end has stated that In her opinion It
meets with the compliance obligations of the project (personal communi-
cation. 9/9/81).
Background research on the area has revealed th.t there are two known
burial sites nearby but these are thought to be outside the project are..
There 15 also a reference In ethnological literature to a village Dr
seasonal settlement which may be located within project bounderles.
Howeller. field reconnaissance In 1977 by Gary Wes.en. orchaeologlst.
failed to disclose evidence of the site. It 15 possible that tho Indian
settlement may have been burled under alluvium Dr may have been obscurod
by heavy vegetation.
The existing Queets River Bridge, built In 1923, wa. a.se.sed b~ Lisa
Soderberg of DAHP and Is listed on the HAER (HIstoric American Englneorlng
Record) Inventory. Hs. Soderberg states that documentation on the bridge
Is adequate and thot no further concorn need be given It.
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September 14. 1981
Page Two
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With respect to archaeological resources In the project area. we recommend
that a thorough reConnaissance be made of the project location after clear-
ing has taken place.
Yours truly,
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JoanH. Robinson
Highway Archaeologist
for: Harvey S. Rice
Director of Archaeological Programs
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RECEIVED
SEP 3 0 J~81
.JEFFERSON COUNTY
I!NGINEERS OFFIC.
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Was/llngkln State
Department of ~tlon
Ortice of Project Engineer
17th & "C" Streets
P.O. Box 250
Port Angeles. Washington 98362
Duane Berents?O. Secretary
February 10, 1987
Jefferson County Public Works
Director of Public Works
Jefferson County Court House
Port Townsend, WA 98368
Dept.
Re: Contract 3089
Queets River Bridge
Jefferson County
state Project
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Gary:
You are invited to a meeting with D.O.T. personnel, concerning
the Queets River Bridge project, on March 6, 1987, at 10:00 A M
in District 3 Headquarters Office.
No contractors will be present, and the topic will be, the lack
of air-enttainment in pier columns 2, 3, and 4.
As per my phone conversation last week with Bob Nesbitt, I have
enclosed prior informational. documents which brought this meeting
about.
The purpose of ,the meeting is to decide on what corrective action
if any can be taken to resolve this problem.
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Robert A. Ginter, P. E.
Project Engineer
RAGlbg
Attachments
CCI File
District Construction
RECEIVED
FED 1 1 1907
JEFFERSON COUNTY
ENGINEERS OFFICE
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INTRA-DEPARTMENTAL COMMUNICATION
DATE: Sep tember 25,. 1986
FROM:
PHONE:
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Bob Ginter j;
632-1275 .:-
SUBJECT:
CONTRACT 3089
QUEETS RIVER BRIDGE
LA. BROS 2016 (4)
Jefferson County
TO: R. W. Dugan/G. Richardson
This repore will show chronologically all the events that led up to our
determination that no air-entraining ag~nts were incorporated into the
concrete mi:< used to pour Columns 2, 3, and 4 on the Queets River Bridge.
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As per the Standard Specifications. Section 6-02.3(2)A, ~ll cast-in-place
concrete above the finished ground line shall contain 5 - 1-1/2 per cent
of air.
On the contractor's Request for Approval of Material Source, he listed
Sika AER as his air-entraining admix which was approved.
The contractor, Ross Bros. Construction. Inc., was being furnished
concrete by Cascade Materials, Inc. from a plant approximately one-half
mile from the project site.
The alleged air-entraining admixture was contained in a 55 gallon drum
labeled anti-freeze and piped automatically to be measured and incor-
porated into the batch mix. Our inspectors were told that the anti-
freeze barrels were steam cleaned and then filled with Sika AER air-en-
trainment and brought to the concrete plant Bite.
Au~ust 26, 1986, Tuesday:
Pier No.2 Column
Poured 60 C.Y. of Concrete Class ~x with air.
Our inspector along with the contractor's plant man decided to start
by adding 9 oz. of Sika AER air-entrainment per cubic yard. Our inspector
performed a slump and yield tast on the first truck. On the second truck
he performed an air test which was 2-1/2 per cent. The admixture was
then increased to 12 o?. per cubic yard. Another air test was taken with
no significant changd in per cent increase. By this time the column pour
was completed.
September 3. 1986, Wednesday:
Pier No.3 Column
Poured 59 C.Y. of Concrete Class ~x with air.
Using 12 oz. of the alleged air-entraining admixture per cubic yard, oUr
inspector performed a Slump test and adjusted water on the first truck
load. On the second truck he performed n yield test. On the third truck
an air test resulted in 3 percent. Informed plant man (contractor) of
insufficient air. The contractor implied that our air testing was wrong
because of the arnount of BRant they were adding. Performed two more air
tests which wero still low (3%).
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Contract 3089
9/25/86
Page 2
September 9, 1986, Tuesd"v,-
Pier No. 4 Column
Poured 49 C.Y. of Concr~c Class ~~ with air.
Our inspector brought along a second air meter for this pour. With
both air meters several tests were taken using 16 oz. to 24 oz. of
admixture per cubic yard. The test results on both meters registered
2 per cent. No determination could be made at this time as to why
the air content wasn't increasing and the contractor still could not
believe our test results. The contractor was then informed that no
more concrete would be poured until this problem was corrected.
September II, 1986, Thursdav:
I talked with Ingo Goller from Hdqt. Lab about test results on the
samples of air-entraining admixture. He informed me that it didn't
appear to be air additive, but it contained a large percentage of
chlorides. I told him more samples would be forthcoming.
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On this morning I received a call fron Larry Weeks (Cascade Materials,
Inc. representative). He said "Guess Hhat? We goofedl." He claims
the alle~ed air-entraining agent on the site was in fact Master Builders
122 HE, a high early concrete additive, delivered by mistake.
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Jefferson County
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WASHINGTON STATE DEPARTMENT OF TRANSPORTATION
INTRA-DEPARTMENTAL COMMUNICATION
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SUBJECT: Results of Freezing-Thawing . r Anaeks
Testing and Air Void Analysis '
on Concrete for the Queets
River Bridge
DATE: January ~;987 I,A
FROM: A.J.Pet~~ I.GOller~JV~
PHONE: Scan 234-7102
TO: R.W.Dugan I G.C.Richardson
Test results for the freeze - thaw testing, ASTM C 666-84 Method A. are as
follows:
Average weight loss for the six non-air entrained concrete core
specimens removed from the top of the shaft on pier four was 22
percent after 162 cycles of freezing and thawing. It was not
possible to calculate a durability factor for this concrete be-
cause after 31 cycles it was not possible to determine the dy-
namic modulus.
The durability factor for the three air entrained cortcrete
specimens cored fro,m the three 6" X 12" cylinders made of the
same class of concrete as the cores is 100. These specimens
were tested to 300 cycles of freezing and thawing.
The results of the air void analysis, ASTM C 457-82a Linear Traverse
Method. is tabulated below. Along with the results of the non - air en-
trained and air entrained concrete, representative values for adequate
air void charaoteristios of freeze thaw resistant oonorete are shown.
PERCENT NO. VOIDS SPECIFIC SPACING
SAMPLE ,AIR PER INCH SURFACE FACTOR
3089-A 0.4 0.5 500 0.027
3089-B 3.2* 2.7 340 0.017
4860 6.8 17.4 1030 0.003
4862 7.6 16.7 880 0.004
Aoceptable 8 - 12 600 0.008
* Includes two large entrapped air voids
The air void analysis oonfirma the test results of the freeze - thaw test-
ing. The ooncrete in 'the pier shafts for piers 2,3, and 4 is highly sus-
oeptible to damage due to freezing and thawing.
We recommend that you convene a meeting in order to discuss what options
are available to the Contractor to correct 'this problem.
Attachments
00: A.H.Wally
R.H.Ginter
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January 23, 1987
Mr. A. J. Peters
Washington State Departr ~t
of Transportation
Materials Laboratory
P.O. Box 167
Olympia, Washington 98504
Freeze-Thaw Tests
Dear Mr. Peters:
Tests have been completed on six 4xll-in. cores and three
6xl2-in. cylinders as ~equested in your letter dated October I,
1986. The six cores were all identified as J089-Pier 4 Column,
to which we added a designation or A, U, C, D, E, and P. ~wo
of the cores were received broken in half. Onc half of each of
the broken Cores A and D was tested in freezing and thawing,
and the other half of each core was used for linear traverse
measurement.
Four-inch diameter corea were drilled out of the 6x12-in.
cylinders to obtain suitable sized specimens for freeze-thaw
testing. Tests were conducted in accordance with ASTM
C 666-84, Standard 'rest Method for Hl.lnistance of Concrete to
Rapid Freezing Dnd Thawing, Procadure A.
'rablel shown l:h,~ results of freezu-thaw teutn on thu six 4-in.
corea. Weight lous is rl.lported since we were unable to
determine the fundamental froquancy after 31 frouze-thaw cycles.
Table 2 showo the results of freeze-thaw tests on the three
corls drilled from the 6x12-in. cylfnders.
Table 3 showu tho air-void characteristics of concrete
specimens from two of the 4-in. diameter cores and two of the
6-in. diamoter cylinders.
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January 23, 1987
Page 2
Linear traverse 'measurements were conducted ,in acco,rdance
ASTM C 457-82a, .Standard Practice for Microscopical
Dete,rmination ,of Air-VoidC,ontent and?aramete.rs of .the
Air-Void System in Hardened Concrete. As you :requested,
specimens will be ,returned toy,ourlaborato:ry..
with
aU
very truly yours,
?.&tc~( ~ktl~
.F.. Klouthis
Senior ,Mater,i'alsTechnologist
Concrete .Mate.r~als/ '
Technical Serv,icesDepartment
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D. Sikes
Cent ral F,i les
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,specimen
4858
4860
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TABLE 2
After 300 Cycles of
Freezinq and Thawinq
Durabi~ity
Factor
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AIR-VOID DATA
Linear,Traverse Method, ASTM C 457
Project No.: CR-M242/8.10
J3nuary 23, 1987
Client: W"",hington State> j).O.T.
Re:
P.roblem:
Tested 'by: :;,. 'Beran'!:
Maximum Size Aggregate: 3/4-in.
Air 'No. Speci~ic Spacing Length of
Sample Content Voids/ Surface Factor Traverse
No. % inch (in~ / in~) (inch) (inches)
3089-A 0,.4 0.5 500 0.027 90
3089-B 3.2* 2.7 340 0,. OJ. 7 90
4860 6.8 1'7.4 1030 0.003 90
4862 7.6 16.7 880 0.004 90
Comments:
. Two very largm voidn includnd in air cont~nt.
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PJ:CO~i:)tD AIn corrn::lTS rOp.nOST-RESISTA:rt COI~CRr1'%
(,\ct .201. Cutdn to DU'l"l1btf!' Concrat:a.
AcI'r1e.3~ Concrete In:H:U.ute Dee 17)
NO=~Q41 ClAXi=um Aver-:u"o .li.r 'C':ont.r.nt: "rrc~nt..
.1lurer,.ua SeYer-a. Hodar3to
~1 :~ in. (""I ExTJQ!".ur..... Ex'Doo:1ur-+
3/8 (9.5) 7112 6
1/2 (12.5) 7 5 1/2
314 (19) 6 5
11/2 (3D) 5 1/2 4 112
3 I (75) 41/2 3 1/2
6 I (150) 4 3
.un-Voto CllAMC'Tt.ttISTlCS 1U:,tu::a:rr.\::'''''t
or It. SYSTEM ~I'Tl1 .\Ct::c,\,z
FllEt:t..T\1A.U us I:i't.C.Ct
(Dt!~f.cn :tnd Control at Conc:op.t:e ~H,,c..
eurc!I,lltb td.t.l,;:'Oa., PotUoU\l1 Ct::lI:D.C
~14t1aa.. 1979. p. 41)
1. Co1lcubud ,p4c1na factor (4ven.e
lIUL~l=UCI d1at:lnca from Any pOia.c 10
cOllcnt pntft t:o edle ot n.:aroac air
voLd- leal Chao 0.008 1a. (0.:;0=:1).
.A rc.tsooabla toldrOlnca for 41r conCaat 1n flald can-
.truccion 1:s ! 1 1/2 parcane..
+Outdoor' exposure 1n :l cold CU::U1U ..,hera the concrete
suy b. 1n .11=OIt contlnuDua (OnCilet ..,lth =ohturo prior
to In.&ln,. or where deic1Dc aAlU are uaad.. txomp1ea
au p..,..lI:nt:l, brld,a dctck.:I. .1d."'A1k.1, And \lAtar canlul.
~ucdoot' a..'tpoauu in a coLd c11.::1..1.Co where the concrete
",nl be only Occ,ulon...Uy u:po.ad to a01:u.ura prior to
helU.iolI, ",nd wnara no dde1n1t ultlJ W111 be uud. t:x-
AQ,l.. au eattun 4lCtarlor ',11:1111'1. beamD, sirdara, and
Ib.b. not 1n d1rec: conucc '.11th soU.
, Toe.e Ur conunu AppLy co cho whoLo .1Jc. .1 tor thl
'Preud1ni .CJ:uo;lta ..110a. t.11.enuaC1nl cholO concratoll.
hOt.l4Ver, aUI'.cau laCier chan 1 1/2 In. (30 am) 1. re-
move~ by hAndOlck:Lnc or navin. and the ,dr contene 11
dlUn:linld on the ainu' 1 112 1n. (30 =a) tl'Jct1anof the
ca.... (the t1ald toLerance Applios co chi.. VAlue.) From
Uu.u. dll ;.It c:ontane ot che "hule slJC La c:oftlputad.
z. Spac1Hc: lurtac:. (lurf.1ce. .1'.. of
tho aU' void,,) - 60n .s.a.- pu cubic
1ach (2~ =~/=J) ot aic-void vol-
umo, or 'C'tl4ttlt.
3. Nuaber of valda Cler UDear inch (2~
11II) of traveraa -- .It laAlt ODe aad
. halt co tvO U_I Ireuer ChAG the
nuaerical valulII otth. perc:.nt~.~
ot.it ln the conraCl.
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TABLE 1
RESULTS OF ASTM C 666. PROCEDURE A, TESTS ON CORES
Percent ~Ieigh t Loss
At Freeze-Thaw Cycle Indicated
.specimen -.ll -.&.2. ~ 117 -1..ll 150 -ill"
30B9-A 0.3 1.0 1.6 4.0 6.0 9.l l2.3
3089-B 0.0 1.3 4.3 6.5 8.2 13.3 16.4 '\,,-
30B9-C O.l 0.6 2..3 5.2 6.0 11.3 13.8
30B9-,D 0.0 La 2.9 4.8 7.9 l3.3 25.0
30B9-E 0.0 0.4 4.2 l4.5 28.0 38.7 45.6
3089-F Q.:l! .b& .h1 2:...!i 10.0 ll:.1 ll:a
AV. O.l 1.0 3..2 7.1 11.0 17.l '21.9~,
.Al1 specimens discontinued because of severe deterioration
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CRM242/BIO
1-15-87
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W61...9..
TRUCKING COMPANY
3250 N.W. 8T. HELENS RD. . PORTLAND, OREGON 97210-0363 . (503) 227-0561 . TWX 910-464-4746
FAX . 241-4913
June 5 I 1987,
Jefferson County 'Public Works
POBox 1220
Port Townsend. Washington 98368
Attention: Mr. Robert Nesbitt
Gentlemen:
Enclosed please find our load calculations for hauling the bridge girders
for Queets River Bridge. '
We have been in contact with the erector and the question was asked
about crossing the old bridge with all but six girders to the north side.
My question to you is. with the existing load restrictions on the bridge.
would it be safe enough to withstand our loadings at a very slow speed?
I will be making a job site survey on June 8th and will be in contact with
you by telephone June 9th or 10th.
Yours very truly.
WILHELM TRUCKING COMPANY
Pl:s~
JS:vr
Enclosures
.
.
TRUCKING' WAREHOUSING. HEA VV & SPECIALIZED CARRIER' CONTAINER & TOFC HANDLING' MACHINERV MOVING & RIGGING
OREGON' WASHINGTON' IDAHO-.:cAl:iFORNIA ---'--'--~'--'----'--'--- -----....