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JEFFERSON COUNTY ROAD DESIBN WORKSHEET
Description a~ Proposed Work: New Constructipn_~ 3R ___ Maintenance____
'*' C t:/C, COo.J~w.,,'T'tI>tJ)
Roadway Width: 34-' Number Lanes:? Shoulder Widths: Lt~ Rt._~_
~,.4.Z.-~/^, <S11Wtl","-:1 ---- -
Ballast Depth:_e~~ Crushed Sur~acing Depth:_~Z~
Surfacing Width:_g:" Surfacing Type:.6'..;.f:f' Surfacing Depth:____
::L!.~'..('~\'..'.>.~r ~~r':..,":'
Sight Distance Minimum:.1;:C:':'::;,,' Clear Zane:..:i...:::!!~ Super Elevatian:-,t>g"a,A-X
Horizontal Curvature: MaK. D._~J~ Mi~. R.~[i~ MaKimum Grade:_~l~
DE~It.""6c....e: J
Design Speed:;[Q_ 2-Way Left Turn Lane5~ (which legs) f jp
40 HIIV. J ---- ,----
Deceleration Lanes: (whic:hlegs)____ _1;1,LI:.___ ____
Left Turn Lanes: (which Legs) ____ ___C))E..;._
Lanes: . I...! j 1:)
---7 r___ ----
Drainage Plen Required: .Veta @
Suardrai 11 VC2ta ~
Crosta Culvertsl ~.. No' },,~~'B'--'(
"
Lengths of Left Turn Pockettafor Turn
Soil& Analy&iti Requiredl .~~o
~,afi"
Illumination: Veta @
VelD @
Veta €~
Storm Drain:
Photo Documentation U... Video):
.~ No
\.
Crack Sealingl
Proposed RoadwAV cr~. BDctlUnI
.......................................~................................
~---- /]' --.----+- 17'------1
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JEFFERSON COUNTV ROAD DESIGN WORKSHEET
Road Construction Agreements Needed: Yes No
Speed Study: Yes No
Right Of Way Needed: 0'e~ No--{?rPfi1p./JP-"JT) Turn Movements: Yes rN-;;)
,..---
Hydraulic Permits (where applicable): ~~~.:J No Curbs: Yes @:
Shoreline Management Permit (where apPliCable):~~ No
No Sidewalk: Yes G
Forest Practices per-0.t: Yes
""",IJ'/'''- ke.vl('w /::)YE/ ,,~
~" ' "., . (.~~~ ,~u GEOMETRIC DESIGN DATA
Thrcuah Rcut:e Crossroad
z 0 Principal Arterial: ~ 0 Principal Art:erial
: ~ 0 Minor Art:erial :: 0 Minor Arterial
: __=-__61 ColI ect:or : __=_Q Call ector
~ ~ Major Collector I -' 0 Major Collector
~ 0 Minor Collector I iil 0 Minor Collector
: Access Str./Road ~ 0 Access Str./ Road I
I Terrain : DFlat I2lRollina CMountainl DFlat DRollina DMountain
: Posted Soeed "r- I
I Desian Soeed' 'it. .(1:
:E>cistina ADT ~ '11:;;1:) {6::;dlV~1
I Desi an Year ADT 1720 ~ @ 3% '1/',.",,':/?rI
: Desi an Year : "'-..,015 :
:Desian Hourlv Volume: /7Z.t I
I ACCIDENT - :5 YEAR EXPERIENCE
. . Propert:y L- INJURV ACCIDENTS . FATAL ACCIDENTS
~ ,{t,~ I : Damage I I I ·
. I~ : Year I Accidents :Number of INumber oflNumber oflNumber ofl
,~ : : Numb~r of .Accidents :Injurie. .Accidents:Injuries
: I Accidents: I I I
",f',l,f.r.'~ 19;::""/ eJ'.:,",,,,,- )-J;"""'!~"'''''': !"-, ~ I - I,' I -6- . ........).- I
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Ir-l'~ ,I ~i"1 ',~:' .~':-: ,..,..... ,- /; ,"I "'-(J' 1,1\' I ~ r' I - .....1. I I I
: TOTAL NO. OF ACCIDENTS ATTRIBUTED TO LACK OF HAVING THE IttPRDVEI'tENT I
: : I I t? I () I f'.J I ~ I , I
I PERFDRl1ANCE OF WORK I
IPreliminary Engineering Will Be Performed BYI Others Agency I
I 70 'lI, I ~ Yo I
IConstruction Will Be Performed BYI Contract I Agency I
I .... OC'lI, I 'lI, I
Pri~i~Y Ratingl~L1J DAtel_~J~~__ Inter.ection RatingIJ~6L Da~el________
... (p:;.> r.: L~'"
Road Surface Ratingl~~~: Datel_______ AMI. Cla..ificationl~~~'Dat.'~~i~fr~_
Spat Speed StudY (85th. p.rcentil.)IJb~!_ Datel________
Truck Movements and Count (.ach 1.9)1:::::~::::::: ~:i::::::::::
Descript:ion
:
: Functional
:Classification
';7
Tatal
Number of
Accident.
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JEFFERSON COUNTY ROAD DESIGN WDRK5I-EET
ENVIRONMENTAL CONSIDERATIONS: 1
n.'~i -, ~~l:.:: .I "'~.('-:,:-.:.' n~( ;'"-I""';;'~:'f';' ""~F~; i~ C!p.~;.l.(.-;-()F'..:....l(,;.:;L~,; i:..'ICJuvE'~.
,.." ';::,;.-:. /.'c'1 \r't'f,:'C'_1. r...-l)'{ l..;',::'1C'~_'( ::,,2- ArC.:-;E:I;:",~(~I(~~L :5)'Y'c:~.
RIGHT OF WAY RELOCATION:
,I ';",:,.':""~~-~,-,,~':;_;_'<-~:_ ,,'~~_~.;~r
i/J._DU:Ti n...J
-:;:0;-
/)n
,')E ~C:;.::r:,A.;,,'" 1
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WATER AREA INVDLVEt1ENT:
AJ 0 f\J e..
UTILITIES PRESENT:
\~;'-"J 'r: ~I:{'rP'.it\'." /:/,,),;, ~-'--r';'I" :!"'Jf""
," ..... ..~ ,; .'.'
PUBLIC HEARING:
PARTIES TO BE 'NOTIFIED (......... applicableh
o puget Po",er
DPacific N.W. Bell Telephone
o Cabl. Television
C~~<"'''-'1 cu. {:/II.O. 1.1<>_
~P.U.D. or Other Utility Districts
DPost Office or Other Utility Dhitrict.
o United Telephone
o City Water
o Sheriff
o Fire Department DHospital
o Others: ____.i?g...b!_~.!L.':!.j....B___j.:s:..l='~~~~.:C---
----------,--------------------------
THIS PROJECT HAS BEEN REVIEWED BY 1lE LESISLATJVE BODY OF J_t-~ COUNTY
DR IT'S DESIGNEE, IlND HAS BEEN COORDINATED tilTH OTHER ABENCIEB IlND HAS BEEN
FOUND NOT TO BE INCONSISTENT WITH 1lE CDtFREHENSI\IIE PLAN FOR COI'II1UNITV
DEVELDPt1ENT AND ttEETS OR EXCEEDS DESION STANDIlRDB AND ACCEPTED ENBUEERING
PRACTICES.
DATEI______________
oFFICIALI
-----cauntv-EnQrn;;~----------------
DATE.______________
OFFICIALI____________________________________
Public WorkG Diractor
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SIX YEAR TRANSPORTATION IMPROVEMENT PROGRAM
19 BB
",,'Counly: .JEF'FERSON
ChyNo, ,-,-r-r,1 H
Counly No, I!I:3-:-
TO 19.
H.aring Oats _
Adopllon Osts_
R.solutlo. Numb<
E PROJECT COSTS IN THOUSANDS OF DOlLAI
!i 't OBLIGATION SCHEDULE FUNDING SOUR
..~ 01:1 YEA R
L~~:~h J~ ss '.1 2nd 3rd ". . FEDERAL R.:t
(Mila.) !a J~r;:::::) U'" ...... I :i:~s AMOUNT ::t.. U.AJ
.. · .. ~ .. ~. .. ... .. ... _ 10 _ 1_ U I.. n... I.. 11 _ _14
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Keypunching Noto: Dala entered In cols ,.8 mUlt
bo on all cardl punched ',om
Ihlllorm.
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PROJECT IDENTIFICATION/DESCRIPTION OF WORK
Cltv Ave,ISt, Name 0< Number
Co, Roed Number 0< Roed Nama
lIeglnnlng and Ending T.rmInI
Describe Worll to be Completed
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BRIDGE REPLACEMENT .ITH NEW APPROACHE.
NO. 107101 'M.P. 0.40 TO .. .. ..,..... ...... ....
. _. -. ," ....0.01,. . .. ...,.
GRADE.. DlAIN. MMFACE. 'NCLUDINJ .,DENlta
~. II.a07 M.P. 0..1 YO la.04
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. ..... ,. ... . .'..00 ... ... ..,., ., &A'.-l1LJ
o:a O,'AIC """y",",L,AD "'.. RD... ..,NTo.... 0..
GRADE. DlAI,N. _"ACE 0, CHANNELIZATICIN
RD. NOS. IIa707 AND 1.0.07
0,.. _ . , . . . .
GRADE. DlAIN. AND _"ACE CIN NEW ALIGrNENT
RD. NO. .71101 M.P. o.oe YO '.01
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RD. NO. 0127.,.
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RD. NO. IuIOI M.P. 0.00 YO 0.1.
.. .....,....,......... .B._ ....,.,_ ~,.,....._,....... ..
GRADE. IlRAIN. AND _,.ACINI)
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IlIStRIIU110N o~ AllINC~: . ClII'trl IlIltRICT ITAn! AID INOINH.ll
I COP~ URIAN ARTERIAL IOAIID
. COP~ C.A,A,8, CCOUNTIEI 011.. VI
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JEFFERSON COUNTY
ANNUAL CONSTRUCTION PROGRAM
1987
COUmll. .Je
o.te of SUbml
RlCommended
Oete of Envlra
AlMsament. .
Date of lI',nel ~
Ordlnen-=-I
Resalullon No
i7I
06
07
01
09
FUNCTIONAL CLASSIFICATION COOE
=~g: ~~r~=~;~R~~~~~L ~: ~~:,~c~p:~T~:r:~'em.~;'BAN
:r:b~~s~~~'A'lcr~':i ~~:t 17 ~g~~tCs"'v~';:':Ti:~~~ URBAN
SYSTEM, RURAL. 1. ,
50
I.
E.
181 TYPE OF WORK CODE
A. GRADING. DRAINING
B. BASE AND TOP COURSE
c. II1TUM1NOUS SURF"ACE
TREATMENT
D. A.C. OR C.C. PAVEMENT
(II
ENVIRONMENTAL ASSESSMENT
CODE
SIGNIFICANT
INSlaHlff.CANT
EXEMPT
L CUAIISANOQUTTERS
.... SIDEWALKS
G. TRAFFIC "'ACILlTJES
H. PATHS. TRAILS. BIKEWAYS
I. BRIDGES
J. FEAAV ffACILITIES
FO"M e"A.NO III".V.I'-".
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III 121 (21 141 (5) III (7J (II (91 1101 I (III 1121 (ISI CJ41
FC II ffUNDING saURCE ESTIMATED E
.ye,.,R Ll!NGTH UL TVN 01' WORK OTHER ,"UNO.
IIIOAO ROAD NAME ANDI"'R NA
"OaRAY ROAD LOCATION 1110....
ITEM ...... LOG BAIOQE HUM.II,. c. ......... .......... ....
NO, HU...... NOo --- 1;. PUN'" PIlOQ"AM ........ WAY
ftn'AL (01- 101_ ~"c. MI.II MI...
1 2 1420 Upper Hoh Road Welt. 0.32 2.08 1.76 07 ABD B 85.6 220.4 RAP 70.6 15
2 3 Var. Oak Bay-Flagler Rd East -- -- 0.30 07 ABD E 17 78 FAS 15 2
Intersection
3 - 9100 Hastings Ave West East 2.69 3.69 1.00 08 ABC' E 38.7 154.6 RAP 0 0
4 5 5200 Rhody Drive East 2.35 3.65 1.30 07 D E 42 128 RAP 10 0
5 6 Var. Chima cum Rd-01d East -- . -- 0.30 07 ABD E 85 -- -- . 25 2
Hadlock Rd Intersect on
6 Misc. Projects East ABC E 85 -- -- 20 0
7 7 7590 Point Whitney Road East 0.00 1.06 1.06 08 ABC E 25 -- -- 0 25
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SURFACE TYPE (Cl"
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SHOULIlER-SURFACE-SHOULIlER
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J;;ERSON COUNTY DEPARTIlEHT OF PUBLIC WO~KS (
PRIORITY PROGRAI'IlIHG
WORK !;HFFT . DATE 7/17 I ~Co
ROAD' C1I'fZOlsTATE LOG , LOG "ILE:Lif'O LOG IlILE~TUDY SEe: LENGTH/. ZS
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IDFHTIFI(ATION
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ACCESS LOCAL 1000IGlh .1-20-2. JS "'It .......1. n.... ........n~I.1J... .. .. .. .. .. .. .. .. .. .. . . .. .. .. . .. ..
TERRAIN 'f2.'7-_LH.I{P- RURAllXt RESIDENTiAL CJ SURFACE TYPE (of:
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PRIORITY PROGRAIIIIIIG I
WORK !ONFFT ' DATE -( I n ~<o .
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.A55tFICATION
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ACCESS LOCAL UlUIG1h a-aU-2. IS ..... aYE.". 2S _.. Ilen"n~.l..U. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. ..
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PRIORITY PROGRAItIIIlG
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ROAD .~ l"'h~DlTATE LOG' UlG IlILE~O LOG IlILE/:2"LISTUDY SEC.'LEHGTH-
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TOTAl CONDITION RATING
Pluoany UTlKG C .......,....191011 """"III,,"WI\." MAflc.nt'''.. , . . . .1:2. ',fi, . .~? '.::9. . . . . . .. .
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DESIGN WORKSHEET
Facility Section:
Date:
Tune:
(of llnalysisdala)
L DESIGN STANDARDS
LOS
vIe Pesign Speed LaneWidth
Table (mpb) (It)
3.11
Lateni1 Clearance
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(WAC 13(,-130-040) (WAC 136-160-020)
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IDEN'J'IFlCA'rI~:
Road Nane: UPPER HOH ROAD
county Iln."ld lo-JI 91420 '
stal:C leg. Dio;uh:t' 24
Fed. f\1nCtiona1 Class: 07
PI uj~oCt. Tcnnini (Mi lcpoinls): M. P.O. 36 TO ?, 08
DESCRlPl'IOO OF I'ln~~~I'~-U'?!!'..:.
-'
WIlEN R<Wl'lAY TO 28' WIlH 28' CF L.B.S.T. PA~. U'Pf{)'"f HORlZO'ITAL PlID
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/lnticipatcd CUlq)l~tian:
RATA Funds Requested: *
!':FPTFMRFR lClRF.
Proposed Starting Date: AeRJI 1986
Estimated Total COst: 275~500
220,400
DlITIAL pJOJECT PRlORITlZATla-l:
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RAl" Project
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Structural
GeaIIOu1c
Traffic Volume
Traffic .l\Ccidents
Major COllector Class (07)
40
40
10
10
5
22
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3. Ver~lc41 A)'gorneot Good (0-3) Fair (4-7) poor (6-10) ~
GEOMETRIC RATING TOTAL: 27.5
B. TRAFFIC ACCIDENTS
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TRAFFIC ACCIDENT ,llATlI~G:
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C. TRAFF'~ VOLUME:
.*5. "'''r....e Est. AOT: 833 Current Est. Truck ApT (If known): -
TRAFFIC VOLUME RATING:
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CLALLAM COUNTY
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CRUSHED SURFACING
TOP COURSE-002 COMPACTED
DEPTH
TYPICAL ROADWAY SECTION
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UPPER HOHROAD
The UpperHoh Road Lsa.narrow, wLndy road ~ha~ servLes ~he HohRaLn
Fores~ and ~he OlympLc Na~Lonal Park. The r.oad has a large numberoT
~raLlers,campers andloggLng ~rucks. The Lmprovemen~s would be ~o
wLden ~he road 'and ,Lmprove horLzon~al and ver~Lcal alLgnmen~ and up-
grade draLnageo
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STATE OF WASHINGTON
COUNTY .ROAD .ADMINISTRA nON BOARD
RURAL ARTERIAL PROGRAM
PROJECT AGREEMENT FOR CONSTRUCTION PROPOSAL
Project Number: q 14 "2.0 I Submitting
County: Jefferson
Work Order.: 100' ~b/2
Local CRP ,Number,:
Local Name 01 Road: Upper Hoh Road
,Total Amount of Authorized RATA Funds ForConstruc1ionProposal: $220,400
Project Approval Date: ,May 3, 1985
IN CONSIDERATION of the allocation ,by the County Road Administration Board
(CRABoard) of rural arterial trust account (RATA) funds to the project in the amou,nt set
out above, the county hereby.agrees that as condition precedent to ,payment of ,any RATA
funds allocated at any time to the above referenced project, it accepts and will comply
with the terms of this agreement, including the terms and conditions set "forth in Chapter
49, Laws of 1983, Ist Ex. Sess.j the applicable rules and regulations of CRABoard and all
representations made to ,the CRABoard upon which the fund allocation was basedjall of
which are familiar to and -within the knowledge of the coun~y and are incorporated herein
and made a part of this agreement, although not attached. The officer of thp. county, by
his/her signature below, hereby certifies ,onbehalr of the county that .matching funds I\nd
other funds represented to be committed to the project will be available as necessary to
Implement the projected development of the project as set forth in the construction
proposal prospectus, and acknowledges that funds hereby authorized are for :the
development of the construction proposal as deflr.edby Chapter 49, Laws of J983, 1st Ex.
Sess.
The county hereby agrees and certifies that:
(1) It is in compliance with the provisions of WAC ch. 136-1.50 regarding eligibility for
RATA funds. If the county is found not to be In compliance with the provisions of Chapter
1.50, such non-compliance may be cause for, theCRABoard to withdraw or deny the
Certificate of Good Practice of that county.
(2) The project w111 be constructed In accordance ",,!th(l) the information furnished to
the CRABoard,and (2) the plans and. s~c1flcatlons prepared by the county engineer.
~) . It ~lJ: not:L:ry tbe OlIIBoard Wlen a contract I1ns been 1I.\\iU:'ded Md/or Y4len
construction bas started, Md \\fleD the project hns been completed. '
.' .
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Page 1 of 2
32.x.II
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(4) J:t will reimburse the RAm in the event a project post audit reveals inproper
expendi ture of RAm funds.
If the costs of the project exceed tile anount of RAm funds authorized by the
CRABoard, set forth above, ani thereguired matching funds and other fW1ds repre-
sented .by the local agency to be ccmnitted to the project, the local agency will
pay all additional costs necessary to ca1P1ete the project assubnitted to the
CAABoard.
:IN ,CCl-SJDERATJ:CN of the pranises.and perfoonance of thes1:ated conditions by the
county, the CRABoard llerebyagrees 1:0 reimburse the COWlt:y.fran lWm furDs allocated,
and not otherwise, .for its reimbn:sab1e costs not 1:0 exceed the amount above spec-
ified. The CRABoard will reimburse counties on the basis of JIIOnthly progress
payment vouchers received and apprCllled an imividual. projects :in the order in \oi1ich
they .are received in ~ CRAB office, and subject 1:0 the availability of RAm funds
awc:'rtioned to the region. Such obligation 1:0 ,reiml:urse ~m fwx!sextends only to
proJect costs incurJ:ed"'iiUter the date of execution of this contract by the Direct:ar
of the CRABoard.
'.n1e COWlty acknowledges that the f01J.owi.ng emergency ru1.e adopted .by the CRABoard
on May 3, 1985 sha11apply to this contract:
~ JllJU:: No CRAB/OOuntycontractshallbe executed on
behalJ: of the CRABoard, and no RA'D\ funds .for the project
covered by such contract.shall be received by any county that
expended diverted road levy during the t:we1ve mmtils preceding
tile CRABoaI:d' s RAP project apprCIITal meeting, WltU assurance .is
received fran the State Auditor t:hatsuch COLII1ty'sexpenditure
of diverted road 1evy _ :in c:atpliance with JD9,36.19.140.
'.
'nlis ~tsha11be valid ani bi.nd;ing only if it is siqned and returned 1:0 t:1le
CRABoard WJ.thin 45 days .of its maiJ.ing by 1:heCRABoard.
,
SUbnitting county
JefferllCll:l
caJbI'1Y Jn1\D JII:lIUNIS'l'MTIa.l BOI\RD
Datel~By:
~ ci~./?~
ecutive
Director
Date:
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CH^PTER IV - DIVISION IB
o Substolntial pavement under-scaling when
essential for stabilization,
o Crinding of pavements to restore
smoothness, providing adequate structural
thickness remains,
o Removing and replacing deteriorated
materials,
o Crack and joint sealing but only when the
required shape factor is established by
routing or sawing,
o Improving Of' widening shoulders.
Rehabilitation may require acquisition of
aG:ditional right of way.
.02 R.econstructJon. A reconstruction project is .!!!!!
considered a 1.:.B. activity. A reconstruction project
is designed to ~t leaSI the minimum design standards
for new construction for the functional dass
conslderina roadway continuity. Reconstruction
includes significant changes in cross section and/or
shIfts in both vertical and horizontal alignment. If
'0 percent or more of the project length involves
vertical or horizontal 311gnment changes, the project
will be consld~ed reconstruction. Reconstruction
may require acquisition 01 additional right 01 way,
and may Indude all Items 01 work usually ....soclated
with new construction,
-03 Safety' Enhancement. Safety enhancement Inuit be
an Inlegal pari 01 all '.R projecll and could Include:
(Il Upgadlnl eKI.t1nl .ub.tandard roadway deslan
elements. Roadway desls" element. are the
phV.lcal characlerlsllcs 01 I"" highway .uch as
aUanment, v_des, wldrhs, light dlstanco,
clearance., bridle., and the pavement struc:ture
I"dudl". .urface te.ture. When complete
uPlradlnll1 not practical, a partial or selecll.e
upgadlnl and/or ol""r Improve,"enll .hDUld be
cDnlldered to mltllate Ihe eflect. 01 lbe
substandard elementl.
(2) Impro.lnl eKlltlnl operallDn.1 lealurel.
Opl'ratlonal leatures Include tralllc conlrol
devices, "1h1lnl, and pedemlan
accDmmDdatlonl lhal provide lor the sale and
elllclent movement 01 vehicles and peelellrlans.
()) Reduclns the polentlar h.,.rd 01 ..Killlnll
rOild.lde featurel. Roadsldo IC.1tut.s Include
Ildellopel. dllch.., dralnaae ',cllllles, barrier
Iystem., Ilgn aupporu, rumln.JJrel, tree" utilit)'
]un. 1917
.
.
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poles, and other reaturcs adja.cent to the
roadway. It is desirable. to provide a safe
roadside clear of hazardous objects with safety
features consistent with the speed, traffic'
volume', and geometric conditions of the site.
The priority for action relative to roadside.
hazards is: (I) elimlnale, (2) mOdl'y, and (3)
protect.
(4) Upgrading bridge safety feature~. On all
projects which include structures with deficient'
safety features, consideration must be given to
correcting the deficient' features. Bridge rails,.
approach ralls, connections, and terminals are
considered bridge safety features.
IV-IB~'DESICN STANMRDS FOR RURAL 3-R
PRO]ECTS
It I. "".irable that '-R projects be deslaned to meet
the standards for new construction. However, if for:
reasons such as environmental concerns, social Impact, or.
cost, It Is inadvisable or Impossible to meet new
construction standards, a careful analysis of the:
allemativel should be made. T"" analy"" should consider
adjacent roadway sections and future improvements, a~
well as e.Jstins conditions. If meetinl the new
construction standards is unreasonable, improvements I;
rD.dw.v wldlh. should 1111I be considered. Minimum.
shown In Appendices 1V-IB-7,-S, and -9 will be allowed;
dependlnl on prosram needl and IImilallDnl.
.01 DesJ&ft Speed. Deslan speed II lhe mulmum sal.. and
comfortable speed that can be maintained oyer a
IpecJrled secllon 01 roadway when condllions are
favorable so that the dellln feature. lovern, Por
'-R proJecll. I"" alsumed desl.., speed should be
conllllent with I"" characler 01 terrain and I"" type
01 roadway.
II Is ..Iso Important to consider the seomelrlc
c:ondltlDns 01 adJacenl 'secllons. every aUempt
lhould be made to maintain a ...IIor,n desl.., speed
lor a sI",lllc:anllenSlh 01 roadway.
Roadl and Itreetl lhal have DbvlDUI "ltreel.llke"
Characteristics, operationallY and physically, do not
require a desl&n Iprod c:onllderallon. In such
Inllanc:el, c:IoselV lpac:ed Intersectlonl and 01'-
operallonal eonllralntl usually limit vehlcul.r lpeedl,'
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PORT TOllISEflD. VA 98368
Cd:'..STRUCTION COST
ESTIMATE SUMMARY
Project Tille
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PORT TOlllCSEaD. VA 98368
Cd:.STRUCTION COST
ESTIMATE SUMMARY
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JEffERSON COUDY COUImIOUSE
PORT TOWlCSElD. VA 98361
COCSTRUCTION COST
ESTIMATE SUMMARY
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Construction Con Enimall
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PORT TOWISEnD, itA 98368
cor '!3TRUCTION COST
ES'dMATE SUMMARY
H P..oAO
H.p. 0, z - c.o'8'
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bEPARTBENT OF~fBUC WORKS
JEffERSON COU1ft\-COUrmlOUSE
PORT TOl'lCSEaD, VA 98368
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Construction CoSI Enimale
Summarv
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Affidavit of I( ,lication ~t!.u 112.-"
ST ATE OF W ASHlNGTON)
SS
COUNTY OF JEFFERSON)
FRANK W. GAR RED, being sworn. saysho is tho publisher
of the Port Townsend Jefferson County Leader, a weekly
newspaper which has been established. published in the
English language and circulated continuously as a weekly
newspapcrin the town of PonTownsend in said County and
Slate. and for general circulal10n in said county CO'!', m?re
than six (6) months prior (0 lhe date of the nrst pubhc800n
of the NOlice herelO auached,:md that the said PorlTownsend
Jefferson County Leader was on the 27th day of June 1941
approved as a legal nowspaper by the Superior Coun of said
Jefferson County and that annexed is a trUe eopy of the
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Resolution #40-91
Revising a County project
designated as CR0749
:8TATEOF.WASHI-NGTON"' \ ":'-~;,'>:'" -,t.';':
, COUNTY ,OF JEFFERSON :
er,of: RESOLUTION NO, 40-91....., ......',. ..."......,... >"'::
' ~~~~~rft:JD8I~:;~~~CO;RdJN~~~4~b~;f~'
to'~~I:::r::.'~:en~J:l~=:r~~O:iri~~~:\~;;#;n~.~d'
A.C. ..avlIll1ent. . ":,,' , .' . ,...,..:,;;;;;
ERRESOLVED.lhat ,an mpi!lOprlatlonflOm :lhll."clfflclally'
fundbudgllland bUed.onthe.CountyEngln..r'811111~alll(18.'
In thumountaandforlho pUrpo8ll8hown: , .::'
PREVIOUS .'.' '. PRESE.."..
APPROPRfAllON,APPRClPRlAllON
$"2,000,00 .' .'" $52,000,00'
: $71,000.00 .." . , $71,000,00'
(~.'ooo.OO l1mbe. r : ($34,000;00 .Tlmber 'I,'
, 'R.v.nu.).: ' ,':ReV.nUII)'
, ,$80,000.00 '. , . . ,,$BO.OOO.OO'
'$81111600 ($220,000 : $B8f,100.00 ($220.000:.,:
Rural Artllrlal Program)' . Rur.1 Art.rlCIl Program) '\
$OOS,8, 0.0.00 ($220.000. .$950;100.00. ($220.000,..00, .
Rur~Art.rf.1 Program)' 'Rur.' Art.rlslP,~!~m); J
I haraby mlldll a part of Ihll officially adopled annual road .
rdanea whh R.C.W. 36.81.130. ' ' ,.' .,' : I as It .ppeared in the regular and entire Issue of said paper
iERAESOLVEDlhattheoonllructlon Ialobaaccompll8hedby , itself not in a .upplement thereof for. perJnd oJ
rd.nce whh R.C.W. 36.77.020 al. 111I1. ' :" one '... be 'nnln the .L!:> tn
NDADOPTEDTHISelhDAVOFMIIY>11191., "", ,1: co..ecullvowee.... ,. gon _
FFERSON COUN1YCOMMISSIONERS ',,; d.yof Mav ,19JL'L.andendlngonthe
lion, Chairman " ' , 'I ~ay of Mav . IIJI..L. and
~,Mlmber , . ',,' ': th....idnew.p.perw..regularlydistribuledlOilssubscrlbo
. '. '1:' ' .; en during all or Illi. period, Th.t the full arnounl of
n.y,Clark of IhIIsOard ," S 54.00 h.sl>eenpaidinfull.ettherateoX'll'l'l'JI:
')1 .82515-15 per column inch for e-4' ,I..ertlo~, (/ $ 6, 00
j;"il"J I{! 4{i..-,-,..e1
I Publisher
Subscribed an<1lwom loberoremethi.15th dayor
May . I~~,
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NotAry Publlr.J Ind for d.c SI.le of W..hlngIDn.
, residing at Port H.dlock,
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STATE OF WASHINGTON
COUNTY OF WASHINGTON
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In the matter of:
x
RESOLU'l'ION NO.
40-91
Revising a County project x
designated as CR0749. x
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IT IS HEREBY RESOLVED that Upper Hoh Road. Co. Rd. No.
914207. from Mile Point 0.32 to Mile Point 1.80, be improved as
follows:
Re-constructed including widening, drainage improvements,
grading and surfacing with A.C. Pavement.
IT IS FURTHER RESOLVED that an appropriation from the
officially adopted road fund budget and based on the County
Engineer'S estimate is hereby made in the amounts and for the
purpose shown:
PURPOSE
PREVIOUS APPROPRIATION
$52.000.00
$71.000.00
($34.000.00 Timber
Revenue)
$89.000.00
PRESENT APPROPRIATION
$52.000.00
$71. 000.00
($34.000.00 Timber
Revenue)
$89.000.00
$861.100.00 ($220.000.00
Rural Arterial Program)
$950.100.00 ($220.000.00
Rural Arterial Program)
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Engineering:
Right of Way
Acquisition:
Sub-Total:
,',
Construction: $816.600.00 ($220.000
XX Contract Rural Arterial Program)
__ County Forces
TOTAL $905.600.00 ($220.000
Rural Arterial Program)
This project is included in the officially adopted annual
road program as Item No.______.
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xx The projects hereby made a part of the ,officially adopted
annual road program in accordance with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
XX The construction is to be accomplished by contract in
accordance with R.C.W. 36.77.020 et. seq.
The construction is to be accomplished by County forces in
accorclance with R.C.W. 36.77.060 and W.A.C. 136.18.
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PASSED AND ADOPTED THIS 6th DAY OF Mav ,~.
BOARD OF JEFFERSON COUNTY COMMISSIONERS
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STATE 01" WASHINGTON
COUNTY OF WASHINGTON
In the matter of:
Revising a County project
designated as ~.
x
RESOLUTION NO. 40-91
x
x
IT IS HEREBY RESOLVED that Upper Hoh Road. Co. Rd. No.
914207. from Mile Point 0.32 to Mile Point 1.80, be improved as
follows:
Re-constructed including widening, drainage improvements,
grading and surfacing with A.C. Pavement.
IT IS FURTHER RESOLVED that an appropriation from the
officially adopted road fund budget and based on the County
Engineer's estimate is hereby made in the amounts and for the
purpose shown:
PURPOSE
~US APPROPRIATION
S52.000.00
S71. 000.00
(S34.000.00 Timber
Revenue)
S89.000.00
PRESENT APPROPRIATION
S52.000.00
S71.000.00
(S34.000.00 Timber
Revenue)
S89.000.00
S861.100.00 (S220.000.00
Rural Arterial program)
S950.100.00 (S220.000.00
Rural Arterial Program)
Engineering:
Right of Way'
Acquisition:
Sub-Total:
Construction: S816.600.00 (S220.000
XX Contract Rural Arterial Program)
__ county Forces
TOTAL S905.600.00 (S220.000
Rural Arterial Program)
This project is included in the Officially adopted annual
road program as Item No.______.
XX The projects hereby made a part of the Officially adopted
annual road program in accordance with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
The construction is to be accomplished by contract in
accordance with R.C.W. 36.77.020 et. seq.
The construction is to be accomplished by county forces in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
PASSED AND ADOPTED THIS 6th DAY 01" Mav ,~.
XX
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BOARD OF JEFFERSON COUNTY COMMISSIONERS
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wlththepll:n.and.flccdloMoil.-: "!"~..."' ',"":" ,,',
,...,.......'.~,.711l1A1',.:,. '., file at.tfMicflbo;~:0rid0r'1if~,thl.~OdayofApriI.J9~.t .
Notl"!lIhereby~l~~~~'si;ard Publlc;:Worloi.'~~:;"oI't ..,,;:,;,,~: ~~,
of Coun'Y Co"'~..........ofJ..rr.irlM To""ni.,1d. ,Yil,!~l~s:::n~"t,:*~.r~' ;',';',' ~.<=, ~ Chairman;
;:?:'':::''~~''r'':-~: '~~li.sm${s:=li,.;~~:~'.~~r.' ,;,;,<,.,",'..'.' ;" ; '.:'J'("i,; 12054-19,
of 10:30 'a.m.;'Monday.ApriI,24i b. ." NfUlidjdlf,.....tPlait~'and
1989~th.o~~lheCounly~ ~~;~.aren'IO:~bid.,'.n.'~,'~
",llSlonetl.Co~rIhou"#':P,"! Town- _n..... WRIII -"-, 7'""""
send. Was1llni!ton"l18368.,aneI'WIJI Ins. . " \ ." '" , .
be lhen and tliftoJMl'llCl and iiociil ElidJ bid iliaD be GflCOIIIpanled by a
publlc'y~tlJatdot.and firM fOr sumy boiid.,~ IIIOMy.Orcfer.
canslrudloriOf ImpfOyflll8nll to 1,47. ca"', cashier dieClc' or OIItllled chedc
miles ofUppe,Hoh, Raad;COunIy., PGyableto ....T......".... J.IlenOiJ
RoOd)' No. 91.A207. C.R.O. ,,49.ln'CauntyIn._'of~'1hf"'~
Jeffel'lClft County. M.P. 0.33 to, M.P. -.' tolMi l~toJelferion
1.80, by "radlng.Clralnlng. a.~d .ur. .'.. ~ by the lueCeafuI bidrJar If...
faCing. and vanoil. other WOrk as ,fall. to _Into a contrllc:t'and fIl.
deacrlbed In the CORtfoc:t docurnMts, ,an 'aeceptab""'~llorid;I."thit
Malorltom.of",orlcwlllbe.d_. lImountof 10'1l0ofthe.~~
1~:.~:~".t,:~~s:,~:a1':l7.',n:~~~~.~~
In.lallot/on. pO""n,,' wIth!.~, >...w. fhi'right to .reIecf altJ'aftd
concrete CIa.. I, ...dIrio. f.;t/I/i. all bide, and to Ollllepllhe bid ......
lng, Illulc:/tIng. pall._ ma,fdng., .d mOil adllantageoua to. JeIh,..OIl
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Affidavit of Publication
STATE Of WASHINGTON)
COUNTY Of JEFFERSONI
FRANK W. GAR RED, being ,...or", ,:y~ ~:~'d:l. p~bll:"::.~:
Ihe f'c.rl To;nh'~~~'~:~~~\~~bl~~~d:ypl.lblnh"d.,,. 'he En91'~11
~:n~~ac:.e~~d '~lf(ulo'ed cO~I.nuO~~'t~~n~y:~~k?I~:~~~~~::
in Iher~~:~c~II:I~~~ Ti~~::dncc:~~I~afol mor. Ihon II. (0) mo(\lta
~~j~~ to Ih. dale af~: f:~:~Pp~~jlca;:;n~~~~I~I~~.;:o~lllC~:I~'.
1ached, and lhot I, d fJ 1941app.o..d,naIOlgol
~::~~~;~r':; .t;: ;u~~ri:: tour~'::. laid i.He"on COUn'y. and
.hal ann..;ed il true copy ollne
Notice to contractors
Call for Bids
Upper Hoh Road CRO 749
a. il 0 .a,.d in Ih. ..gulor Qnd .nli,. iuue of laid pap.' .hell
and n~rin a suppl.ment ,h.,.ollor D p.llod of
t;W,O
con'.culi.... ",..h, beglnn.ng on Ih.
12th
day 01
April, 1989
19t17t April
ond .nd.ng on th. . or of
1Q 89 and that said n.wspop.r was ,.gularly di..,.bu,.d
to i"~ lub,-c",'iben during 011 of Ihi, p.riod, Thai th. full amounl
at S 97. 63 has b..npo.d.n lull, aj1. ral. 01 ~!. ~o
p.' (alum" Inch f~'D"i ,",.'lIon. if. f,
, ,I,)) ~U/
/,...~ :,'....I./\i
!tubsuib.d and t~,)fl'l to be'''''' M. Ih,,19 thday of
l\pril . ,,989
U~~"Pi/.~1
CJ . . Washington, r....d,"g 01 Ho DC
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Affidavit of pL ,icatian
STAlE Of WASHINGTON)
COUNTY OF JEfFERSONI
FRANK W. OAAAED. baing IWor". lOY' h. " Ih. p"bl..n., of
~h_~._~~... ~::::~:~/~n'~:bl~~:~~~"~~~h~~:n I~. E:;'~:~
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STATE OF WASHINGTON j '. In ,old Counl,. and $1(U.. ona fOI
COUNTY OF JEFFERSON .. 'unt)' 101 mOlelhan II_lei man""
In the mattor of: . ubl.cQhOn of the NotIce h.,.IO ot.
Revising a County projRt .slgnated.a CR0749. :'~', ~Q;~n~oI9~'I~n:~~~~::~o~. ~~:;::;
RESOLunoN NO. 57-90 .... COli" 01 ,old J.Henan CO"",,, Gnd
IT IS HEREBY RESOLVED that The Upper Hoh Road, Road Log No. I,h.
914207 from M,P, 0,32 to M,P, 1,80 be Improved as follows: ! ' :-
Re-constructed Including widening. drainage 'II1lrovements,grad/ng BI(~ # 5 7 _ 9 0
sUrfacing with A.C, pavement. ',;
IT IS FURTHER RESOLVED that an approprlallon from theofflclally
adopted road fund budget and based on the County Engineer's esl/mate Is
hereby made In the amounts and forthe purpose shown: ,." oad
, PREVIOUS PRESENl'
APPROPmAnON APPROPmATK)N
$52.000,00 $52.000,00 J
$71.000,00 $71.000,00',
$(34.000,00 $(34,000,0(1:'
TlmberRevenue) TlmberRevenuer:
$37,000,00 $37.000.00.i
$ B9,OOO,00 $ 89.000.00.
$793.000,00 $Sts.eoo.ocr ~r ond .",i" in",. of .aid pap.' i...1f
(220,000 RAP) (220.000 RAP)=..,..I I., . p."'. 01
Contract
TOTAL $882,000.00 $;05.600.00. co'".elll'.. ...IIt. beginning on Ihe
(220,000 RAP) . (220,000 RAP),:
This project Is Included In the officially adopted annual road program alllem:
NO,1, 1990, , , ' 01
ITlS FURTHER RESOLVEDlhat: .. ".'
The construction Is to.be sccompllshed by contract In accordal1Ce Wlth'~g.,ol May
R,C.W, 36,77.020 el, seq, .,
PASSED AND ADOPTED THIS 211t DAY OF MAY, 1990, . "
BOARD OF JEFFERSON COUNTY COMMISSIONERS ," .,.....p.p.,.... '.0.",,1, .,,,,,...,..
George C. Brown. ChaIrman '," .11 o'lhll FM"od, lhollh.11I11 OlllOU'"
B,G. Brown, Momber ..
LarryW, DennlGon. Mambor
SEAL:
ATTEST:
Dlerdra L, Keegsn. Deputy
Clerk of the Bosrd
PURPOSE
Engineering
Right of Way
Acqulsnlon
Sub.Total
Construction:
May
19 -.2.9.
;'..'~~"~~
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SlolblC'fibed GAd ,.00n
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1.>I\;i"."
["1111,S pro,'
I,No;,1.19
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'~I PASS
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'ATTEST
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Affidav;;'~f p{-'.;~~tion
STATE Of WASHINGTON)
COUNTY Of JeffERSON)
FRANK w. GAAAEO. being 1""0''', lOy, h. It Ihe pwbl'Ih.' of
Ih. Pon Town..ndlJ.H.non Cownl., Lead." 0 .....1.,.
ne""Ipop.' which has been ."oblilh.d. publilhed In ,h. f:ngll.h
language and ,i,evlcted continuo."I)' 01 0 ....1,. ".WIPO".,
in Ih. lawn 01 POrf Town..nd, in lOld Co",nl., and StOI.. and tal
gen.,al cjteulalion in laid (ololnl,. lor mot. .hon ... Ib) mont"t
prior to Ih. dOl' ollh. fjr.. p"bl"allo" 0' ,h. Nohe. h.r.,o at.
tach.d, and Ihar ,h. laid POri Tow"..."dlJ.H.non CO..".,
Lud.r wal an ,h. 21,h do)' 01 J",n. 19' I, apPlo..d o. a I.gol
n.w.pap.' b)' the S",p.,iol Co.,rt 01 .aid bH.,.on Co.."')', and
thol onn...d j, "we cop, of ,h.
Resolution #57-90
eRa 749
Upper Hoh Road
a' it app.ar.d in the '.oulo, and .nlir. i..". 01 ,oid pOP" j".n
ond nol in 0 ,.,ppl.Menllh.r.o' lor a period 01
one
eon.ee"li",. ....h. beginning on the
30th
19~
do, 01
May
ondendu.Gonlh. 30tOa.,of Mav
'9.9..0-, and lho. 'aid MwtPOpet wa' "oulo,l., dj'ltibY..d
10 j.. ,,,blCltb.,.. dU,N\g all of ,hi, period, That Ih. full aMounl
01560.50
p" colu_ inch'
SublC'rbed OM ,worn '0 befor. 11M ,hi, 3 0 tt\,O'l ot
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CONTRACT PROGRESS SCHEDULE
HIGHWAY
CONTRACT ""
v""". ^"..r}
h, /f"p;td
mP t:'.33 "1""" n?P
SHOW DATE CONTRACT TIME Sl'jl,
os- 15 30
I. g'(;)
WORKING DAYS
55
0 It, 20 a 35 .0 .5 SO 6" 70 7 80 85 90 95 100
1 )n"h ,'(, -:;1,""1-,_........... .~
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---
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6 C. " , ,/ E' ,...=.,. ~ 1"7t n..",,,r IW-. --
~-..---
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9 6,,"r:~!' .'of}
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INSTRUCTIONS,
/, Show J",. COff"dCI Ti",. s,."..
2. PII/ I" ""U,..", it.",. /0' II,. colf/".ell I.C'" ... tl.",i,.,
~ ".lIbi",. ".Ji., /, tI,.i.,,,,. ..r/lle/.,. eTB. ,.."",
0' niU"(f. b,iJ,. ..e.IItIUo", 6"r/,. ."6"",CI.,,. 6,'d,.
'.""",,,c'.'" .',e.1I4ft.o". iI,,,,..
J. S/'tJw lry ""ell 0' eolo, lb. ""."" """ I...nc. 01
111("",,# ,ltI'Y" 111/0"." (0 ,,"eb 0.", AADUI".
Suh",U MH' r,.,.y ,,, "',,,/t'rl r.",.I",.,.~
~ID
NOTS. Ua.''''' fit .0.. lb..,. " ~...""'Y
10' UIO,lI~, tI..,. "" Ir_..
CONTRACTOR S,... c.J-J ~B _ ..,. j..,
BY ~._~~
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c.t2fi 749' r'
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STATE OF WASHINGTON
COUNTY OF WASHINGTON
In the matter of:
x
RESOLUTION NO. 57-90
Revising a County project
designated as CR0749.
x
x
IT IS HEREBY RESOLVED that The upper Hoh Road
Road Log No. ~ from M.P. ~ to M.P. ~ be improved as
follows:
,I
I
Re-constructed inc1uding widening, drainage improvements,
grading and surfacing with A.C. pavement.
IT IS FURTHER RESOLVED that an appropriation from the
officially adopted road fund budget and based on the County
Engineer's estimate is hereby made in the amounts and for the
purpose shown:
PURPOSE PREVIOUS APPROPRIATION
Engineering S 52.000.00
Right of Way S 71.000.00
Acquisition SC340000.00 Timber
Revenue)
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PRESENT APPROPRIATION
S 52.000.00
S 71.000.00
SC34.000.00 Timber
Revenue)
Sub-Total
S 37.000.00
S 89.000.00
,',
Construction:S793.000.00C220.000 RAP)
L Contract
__ County Forces
S 37.000.00
S 89.000.00
S816.600.00C220.000RAP)
TOTAL
S882.000.00C220.000 RAP)
S905.600.00C220.000RAPl
X- This project is inc1uded in the officially adopted annua1
road program as Item No.---1--,1990.
The projects hereby made a part of the officially adopted
annual road program in accordance with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
The construction is to be accomplished by contract in
accordance with R.C.W. 36.77.020 et. seq.
D
X-
The construction is to be accomplished by County forces in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
PASSED AND ADOPTED THIS :;LI>~DAY OF ~ ' 1'!'7{).
BOARD OF JEFFERSON COUNTY COMMISSIONERS
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Affidavit( .: Publication
STATE OF WASHINGTON)
COUNTY Of JEFFERSON)
srATE OF WASHINGTON telng sworn, 'a)'~ he " Ihe publuher cI
COUNTY OF JEfFERSON lferlon County leader, a weeldy
1ft thii IiKIBar Of: _ , en eSlabl.shed, published In Ihe Engllvl
, .. l . I t conllnuously at 0 weekly nawlpoper
,RevII,lng a ~nty Profod cIesIa~. ~749. lend, In laid County and Slole, and fOf
, "I t RESOLUTION NO. ,101;.at . id (Qunly for more than ".II (6) monlt",
IT IS HEREBY RJSOLVED that Th;"Upper Hoh Road' Road Log No. 914207 ~'" publ"",,o" 01 ,he No"" h",'o 01,
from M.P. 0.32 to M.P. 1.BO be improvod 01 foll~wl: j 'ld~~~Jr~n~OI~~ll~n:/~~~:~ld~~~~~~~
Ro"construction including widening, drainage improvement., gradIng and lor Courl of IOld Jefler,on Caun. t. and
surfacing with A.C, pavement. " y 01 'he
, IT IS FURTHER RESOLVED that an appropriation from the officially adopted # 1 0 1- B 9
road fund bu~get and based on the ,County Engln!",r's estimate, is hereby
made in the amounts and for the purpo.e shown,. ,
PURPOSl PRmOus APPiOPRJA_' PRISINTAPPllOrIIATlON
Engineering,! 555,000,.00 $52,000,00
$71,000,00
"", (534,000.00 Timber Revenue)
Right of Way
Acquisition
Sub.T 0101
Construction:.; ,
571.000.00" 537,000,00
;,i' 5126,000;00' '$89,000,00
.. '.' 5525,000.00 , 5793,000,00
,,(220,000 RAP) 1220,000 RAP)
"5651,000.00 ,$882,000,00
,'(220,000RAP) '. 1220,000 RAP)
This proiecl is Included in/the officially adapted annual road program as Item
No.1. ',' ',' ',.'
IT IS fURTHER RESOLVED thaI: , . . '
, The can.tructlan I. to' be accompll.hed by County fOrces In accordance with
R,C;W, 36.77.020 et. seq.
PASSED AND,ADOP7ED THIS 6th DAY OF NoveMer, 19.9.
BOARD OF JEFFERSON COUNTY COMMISSIONERS
George C. Brown, Chairman
B.G. Brown, Membe .: . ..
Larry W. Dennl.on, Member
SEAL:
ATTEST,
Lorna L.,Delaney, Clerk of the Board
TOTAL
ular and .nlir. inu., of laid paper i".lf
t thereof for a period of
. con..culi.... we.k., beginning on the
.1
t-lCl.v(3.m.l:le~ IQ B 9
~d"Y ol,~()vember
~,i~;:fi~Pp.:,;:d~ TOh~~I~h~f~:il~i~~~.n~
b.en paid 1"J;.UII' !h. rnle of 55 50
1705 11.15 I".",..
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Sublcrlbed and sworn to b.lo,,, m. ,hulStl1dny of
N.ovember lQ89
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C'~~.. M~';:-..t.x:? et..t(~t!jl
0- Notary Public '1'1 an~',*. S'ole of
Wo~hino'on, ,.,Iding at Hadlock.
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Affidavi _: Publication
STATE OF WASHINGTONl
COUNTY OF JEFFERSONI
fRANK w. GARREO. being tworn, soys ho is the publj~hflr 01
the Porf Townlond/JeHenon County leader, a weekly
newspaper which hOl been established. published in the EngliSh
language and circulated conlinuously 01 a weekly newlpOpltr
in lhe lown of Pori Townsend. in laid County and StOlo, and for
generol circulation in laid county for more thon ,iM (6) month,
prior 10 the dale of lh. fint publicatiCln of Ihe NOliee horolo 01.
tached. and thaI the loid Port T ownsend/Jefferson Counly
~::~;ra;::~; ,I;: l:;~r1:i C~~r~:j ~:j~ ljefr.~;:~to~~I~~:9n~
Iho' annexed is Irue copy of the
Resolution #101-89
CR0749
01 it Clppeared In Ihe r.gular and onllr. iUue of told paper illelf
and nol In 0 tupplemenl thereof for 0 period of
q_~_~_ .."~._.__..."_____conleculiYe WUkl, b.ginning on ,h.
~_~!.h_,_,___,day ol._.~_e>.~~_':.~,r lQ,~~__,
ond.ndlno an Ih.,~~l:.tday o,~()vemb.:.J::,_"
19_._~.~. ond .hattald newtpap.r WOI r.gularly dlllrlbuled
10 illlubmlb.rl during 011 of ,hil period, Thotlhe full amounl
of 5 17 .! Q_~____hal be.n paid l"hUll. the ,al. at 5.5 .so
pe, ,"olum" Inc och In..,tlon
,____. ,(I). _,
Submib.d and twO," 10 be for. m. Ihl,15~~l1doy of
November ,~89.
C-I!,*~-AR.'r,L,.r?f? " , (4!(1J!
o Notary Public '" an' for th. 510'. of
WOlhinglon. ,elldlng at Hadlock
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COUNTY ROA~'
ADMINISTRAnON BOARD
RURAL ARTERIAL PROGRAM VOUCHER
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Jefferson County Public Works
ADDRESS
P. O. Box 1220
CITY
8TAtE
WA
l1P
98368
YOUCtIER ~FOAWDAK"'OMED
Port Townsend
LOCAL NAME OF AATERIAt.
FOR
Jefferson
_Of'COUNTY)
Upper Hoh Road
CIV' NUUIlER
I PROJEOT_
914201
1_...
lIII.'" 1
~VES
DNO
CRP0749
IS THIS YOUR FlNAI. BILLING?
FOR PflOoRATA IlHAllE OF 11lE RURAL ARTERIAL TRUST ACCOUNT 'UN08 'OR C08T8 ~I!D
UNDER VHI! ASOlfE-IIEtITIONED PRO.IlI!CT AS 'OLLOWS:
TOTAL EXPEHDtTURE8 PRO-RATA TOTALAMOIMT LE88 PREVIOU8 NET AMOIMT
PERcarr
TO DATE CLAIMED C&.A8ED PAYYENT8 CLMlED
CONSTRUCTION $417,724.28 .80 !~20~400.00 -0- $220,400.00
NOTE: DOES NOT INCLUDE
PRELIMINARY ENGINEERING
OR RIGHT OF WAY COSTS:
I CERTIFY lliAT THE WORK COVERED BY THIS VOlJClER HAS I c:ertlly 111.1111. cool. "'own 1rI1hle vouchor ....Iru. and con.ct: 111. nol m......, cl.lmo
BEEN COMPLETED IN ACCORDANCE WITH PLANS AND od i. due .nd pay.ble "om the rurolort_llru.'.CCCIlIIlI under IIle I.nn. olllllPllcllble
SPECIFICATiONS, Iowa, rule., roguIollon. and prooodu....; no clolm hoe boon _loci 10 01 payrnonl
macle lor the ....ounllcr which pa_ll. clalmod _; cl.lm doe. nol ....- the
rural artortollruol._ oho... 01 tho 00010 Incurrod 10 "",. 011111. clolm; .nd ctoo. no!
....-~"7'I...fIIOIocI;_dl.... ._Ioolgn Icr_nl,
~~N~ ~ . Bruce Laurie
11'1U&C1 Construction Engineer
-_E /./ Tm.I!
DO NOT WRITE BELOW THIS UNE
ACCOUNTING C~ICATION
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AUTHORIZAnON INVOICI!
AUTHORIZATION AlIAI!llotl!NT ,..., APPLIC_e DATE ..-R - IlIICOUNT NET AIlOUIIT
NO, Pvmt, WORK ClRD!Il AMOUNT
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STATE OF WASHINGTON
COUNTY OF WASHINGTON
In the matter of:
x
RESOLUTION NO. 101-89
Revising a County project
designated as CR0749
x
x
; ,
IT IS HEREBY RESOLVED that The UDDer Hoh Road
Road Log No. 914207
from M.P. ~ to M.P. ~ be improved as follows:
Re-constructed including widening, drainage improvements,
grading and surfacing with A.C. pavement.
IT IS FURTHER RESOLVED that an appropriation from the
officially adopted road fund budget and based on the County
Engineer's estimate is hereby made in the amounts and for the
purpose shown:
PURPOSE PREVIOUS APPROPRIATION
Engineering $55.000.00
PRESENT APPROPRIATION
''t
$52.000.00
$71,000.00
($34,000.00 Timber
Revenue)
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Right of Way
Acquisition $71.000.00
Sub-Total $126.000.00
Construction:$525.000.00(220.000 RAP)
_ Contract
_ County Forces
$37.000.00
$89.000.00
$793.000.00(220.000 RAP)
TOTAL
$651.000.00(220.000 RAP)
~,2.000_00(220.000 RAP)
X- This project is included in the officially adopted annual
road program as Item NO.-1---.
The projects hereby made a part of the officially adopted
annual road program in accordance with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that:
The construction is to be accomplished by contract in
accordance with R.C.W. 36.77.020 eta seq.
The construction is to be accomplished by County forces in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
PASSED AND ADOPTED THIS !o ~ DAY OF .POU.vuJJ-eJr , JC/:?Cj.
X-
BOARD OF JEFFERSON COUNTY COMMISSIONERS
SEAL:
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ATTEST: '.. ...~
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Clerk of the Board
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STATE OF WASHINGTON
COUNTY OF WASHINGTON
In the matter of:
x
Revising a county project
designated as CR0749
RESOLUTION NO. _
x
x
IT IS HEREBY RESOLVED that The UDDer Hoh Road
Road Log No. 914207
from M.P. ~ to M.P. ~ be improved as fo1lows:
Re-constructed including widening, drainage improvements,
grading and surfacing with A.C. pavement.
IT IS FURTHER RESOLVED that an appropriation from the
officially adopted road fund budget and based on the County
Engineer's estimate is hereby made in the amounts and for the
purpose shown:
PURPOSE PREVIOUS APPROPRIATION
Engineering $55.000.00
PRESENT APPROPRIATION
$52.000.00
$71,000.00
($34,000.00 Timber
Revenue)
Right of Way
Acquisition $71.000.00
Sub-Total $126.000.00
Construction:~5.000.00(220.000 RAP)
_ Contract
_ County Forces
$37.000.00
$89.000.00
$793.000.00(220.000 RAP)
TOTAL
$651.000.00(220.000 RAP)
$882.000.00(220.000 RAP)
X- This project is included in the officia11y adopted annual
road program as Item NO.-1---.
The projects hereby made a part of the Officially adopted
annual road program in accordance with R.C.W. 36.81.130.
IT IS FURTHER RESOr~VED that:
X-
The construction is to be accomplished by contract in
accordance with R.C.W. 36.77.020 et. seq.
The construction is to be accomplished by County forces in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
PASSED AND ADOPTED THIS
DAY OF
BOARD OF JEFFERSON COUNTY COMMISSIONERS
SEAL:
Chairman
Member
Member
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ATTEST:
Clerk of the Board
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HYDRAULIC PROJECT
APPROVAL
R.C.W.75.20.100
R.C.W.75.20.103
~ April 21, 1989
(appLican't ahould ..efer 'to this date in aLL correspondence)
PAGe 1 Of ~ PAGES
DEPAR1lIENT Of FISHERIES
GeneraL Adalinistration Bldg.
OlYJIPia, Washington 98504
(206) 753-6650
DEPARmDfT Of fISllERIES
ffii:LAST IWlE FIRST r:ijj1COHTACT PHONE(S)
~ Jefferson Co. Public Works ~ (206) 385-9160
19 STREET OR RUIW.. ROUTE
c/o Tom Morello - Post Office Box 1220
CITY
Port Townsend
f!DIATE'Unnamed Tributaries
if!"QUARTER SECTlOH TOIIHSHIP
'-'SECTIOH NW 22 27N
GJCOHT~LO~~~0709_01
7 8 l.?J U~tr. 0441
fl~TE 98368Z1P
TA~~fYigarin Creek
RAHGE(E-U) COUNTY
12W Jefferson
Replacement
----------
---.--------------------------
TIME LIMITATIONS. [] THIS PROJECT IlAY BEGIN
. June 15, 1989
@] ANO HUST BE COIIPLETED BY
October 15 1989
nus APPROVAL IS TO lIE AVAIIA8LE 011 THE .IOI!I SITE AT AU. TIHES ANll ITS PROVISIOHS fOLLClllED BY THE PERHtTTEE AND OPERATOR PERfORlUNG
THE &IORIC.
~r.r. IUPOI1TANT cr.Nr.R.l1 PROVI~ION!Ul11 ~ ~mr. or APPRllVAI,
NOTE: This approval is written
(1) Unnamed Tributary to
(2) Unnamed Tributary to
Road Station 65+00.
1. All work in the stream channel shall be isolated from the flowing
stream by pumping or piping the stream flow around the construct1on
site and returning the flow directly into the natural stream channel.
2. The culvert shall be countersunk a minimum of six (6) inches below
below the streambed at the outlet and placed on a zero (0) percent
gradient.
3. The culvert shall be of sufficient size to adequately pass flows to
the fifty-year flood level.
4. The road fill shall be protected as required to prevent erosion.
5. It is the responsibility of the landowner to maintain the,culvert
in a condition which wiLl effectively and freely pass fish at all
times per Department of Fisheries approval. ShOULd the structure
become a hinorance to fish passage 1n the future, the landowner
will be financially respons1ble for its immediate repair.
LOCATION: About 1 mile east of Highway 101 on the Upper Hoh Road.
br
for two (2) separate culvert sites:
Hell Roaring Creek, Road Station 6S+30~
Unnamed Trioutary ~o Hell Roaring Cree~,
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RECEIVED
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IEPA: DNS, Jefferson County
REGIONAL HA8IT~' lIANAGER - Tom N'elson (206) 374-9506
PATllOI. _ Haw
APPLICANT - U1LDLlfE - READER - PATROl. - HAD, IIIlR. - UR1A
APR 2 G 1999
JEFFERSON COUNTY
PUBLIC WORKS OEPT
DEPARTMEMT OF FISBERIES
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BYDRAULZC PROJEC~
APPROVAL
R.C.W.75.20.100
R.C.W.75.20.103
141 April 21, 1989
(applicant should refer to this date in aU correspondence)
PAGE 1 Of 2 PAGES
DEPAlITIIENT OF FISHERIES
General Ad.inistrat:ion Bldg.
OlY"'Pla, Washington 98504
C206> 753-6650
DEPARlllENT OF FISHERIES
i'I1f1LAST NAIlE FIRST "ij1CONTACT PHOtIECS>
~ Jefferson Co. Public works ~ (206) 385-9160
9 STREET OR RURAL ROUTE
c/o Tom Morello - Post Office Box 1220
por<<iTYTownsend ~1..TE
IDATERunnamed Trib./Unnamed Tri~I.BUTA'HJh Roarin
&ARTER SECTION TOWNSHIP RANGECE-U>
SECTION NW, 22 27N 12W
-----------------------------
[1]CONTROL O~N!~O 71 0 - 0 1
ILl I!J 9IW~~.0441
~ZHE LZMZ~ATZOHS. ~THIS PROJECT NAY BEGIN
. June 15, 1989
[!] AND NUST BE CONPLETED BY
October 15, 1989
ntlS APPROVAL IS TO BE AVAllA8I...E ON llIE Joe SITE AT ALL TIMES AND In PROVISIONS FOLLOIIEO BY 1lIE PEnlTTEE AND OPERATOR PEAFORtIING
JI!lL!!!1!!&
sr.v. IUPOI!TANT r.V.NV.RAI PROVISlOIIS ON R!:Vr.RSV. srDr. or APPROVAL
Note: The Regional Habitat Manager must be onsite for certai'n provision
compliance given below. It is important that the permittee give
the manager ample time to prepare for the on site meeting. TWo
weeks advance notice is recommended.
CHANNEL CONSTRUCTION PROVISIONS
1. The new stream channel shall be constructed in the dry. The stream
shall be routed into the new channel only after construction is
complete.
2. The constructed streambed shall not be less than five (5) feet in
width at any point.
3. For the purpose of stream meandering, the constructed channel shall
be at least ten (10) percent greater in length than the existing
channel.
4. A number of pools shall be constructed ,into the new channel with
the dimensions and frequency that comply with the Regional Habitat
Manager's onsite specificat1ons.
5. The construction site shall be protected from erosion by
revegetating all exposed earth.
6. Clean gravel shall be placed in the areas determined neceBsary by
the Regional Habitat Kanager.
SEPA: DNS, Jefferson County
REGIONAL 1WIIT~T _DE. _ Tom N'elson (206)
PATIIOl. . Haw
APi'L1CANT - UILDLIfE - .EAOU - PATROL - NAB. IIGR. - URIA
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DIRECTOR
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HYDRAULIC PROJECT
APPROVAL
R.C.1f.15.20.100
R.C.1f.15.20.103
~ April 21, 1989
(_l1cent ahould refer to this date In all correspondence)
PAGE 1 Of ~ PAGES
DEl'ARTIlEHT OF FISHERIES
General AdalnistraUon Bldg,
OlY"Pla, Washington 98504
(206) 753-6650
DEPARTIIEHT Of FISHEIIIES
~LAST NAlIJeEfferson CO. I1ilCOllTACT PHONE(S)
Public Works ~ (206) 385-9160
2wuE~nnamed Trib. to Unnamed Trib.
1 COHTROL~~~0710_01
I!J WRIA
20.0441
STRUCTURE PLACEMENT PROVISIONS
1. The following shall be considered fish habitat structures:
A. Rocks greater than 24 inches in diameter.
B. Conifer rootwads greater than 36 inches in diameter.
C. Conifer logs in sound condition (not rotten) greater
than 12 inches in diameter and more than 10 feet long.
There shall be at least two (2) structures placed into each pool.
Structure shall also be placed in the non-pool areas of the stream
per Regional Habitat Manager onsite specif1cations.
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Structures~-and R^shall be anchored into place with the use of
3/4 inch rebar. The rebar shall be driven through the structures
and into the streambed to a depth of at least 4 feet then the top
end of the rebar shall be bent.
An equal number of the three different types of structure shall be
deployed.
LOCATION: About 1 mile east of Highway 101 on the Upper Hoh Road.
Near Road Station 65+00.
2.
3.
4.
5.
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ec: DNR - Forks, Attention: Rick Cahill
Jim Hatten - Hoh Tribal TFW Biologist
REV 10'16188
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THIS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT
ALL TIMES AND ITS PROVISIONS FOLLOWED BY THE
fERMITTEE AND OPERATOR PERFORMING THE WORK
THE PERSON(S) TO WHOM THIS APPROVAL IS ISSUED MAY BE HELD LIABLE FOR ANY
LOSS OR DAMAGE TO FISH LIFE OR FISH HABITAT WHICH RESULTS FROM FAILURE TO
COMPLY WITH THE PROVISIONS OF THIS APPROVAL.
FAILURE TO COMPLY WITH THE PROVISIONS OF THIS APPROVAL COULD RESULT IN A
CIVIL PENALTY OF UP TO ONE HUNDRED DOLLARS PER DAY OR A GROSS MISDEMEANOR
CHARGE. POSSIBLY PUNISHABLE BY FINE OR IMPRISONMENT.
ALL HYDRAULIC PROJECT APPROVALS ISSUED PURSUANT TO RCW 75,20.100 ARE
SUBJECT TO ADDITIONAL RESTRICTIONS. CONDITIONS, OR REVOCATION IF THE
DEPARTMENT OF FISHERIES OR DEPARTMENT OF WILDLIFE DETERMINE THAT NEW
BIOLOGICAL OR PHYSICAL INFORMATION INDICATES THE NEED FOR SUCH ACTION, THE
PERMITTEE HAS THE RIGHT PURSUANT TO CHAPTER 34,04 RCW TO APPEAL SUCH
DECISIONS, ALL HYDRAULIC PROJECT APPROVALS ISSUED PURSUANT TO RCW 75,20.103 MAY
BE MODIFIED BY THE DEPARTMENT OF FISHERIES OR DEPARTMENT OF WILDLIFE DUE TO
CHANGED CONDITIONS AFTER CONSULTATION WITH THE PERMITTEE: PROVIDED HOWEVER,
THAT SUCH MODIFICATIONS SHALL BE SUBJECT TO APPEAL TO THE HYDRAULIC APPEALS
BOARD ESTABLISHED IN RCW 75,20,130,
THIS APPROVAL PERTAINS ONLY TO THE PROVISIONS OF THE FISHERIES AND
WILDLIFE CODES. ADDITIONAL AUTHORIZATION FROM OTHER PUBLIC AGENCIES MAY BE
NECESSARY FOR THIS PROJECT.
A "1lALS - GP.NI!RAL IIIIPORMA110N
'" YllU WISII TO A"!!AI. DIlNIAL OR CONDI110IllS OP AN UPA, 11II!RB ARB INPORMAL AND PORMAL A'PI!AL
'RllCI!SSI!S AVAILADUl.
A. INI'ORIo,^L ApPHALS:
AN INPOR..AL A"I!AL (WAC no. 110.340) CONSISTS OP CONTACJ1NO 11m RBOIONAL HABITAT
MANAOIlR AND DISCUSSINO YOUR CONa!RNs. MOST 'ROBLIlMS ARB RBSOLVIlD AT 11IIS U!YEL, Br.rr IP
NOT, YOU MAY BUIVATIl YOUR CONOlRNS 1'0 THIl ClaBP OP TItIl HABITAT MANAOIll4IlNT DMSION IN
OLYMPIA. Tim HADITAT MANAOflMllNT DIVISION CIDBP'S DBaSJON SJIALL JIB APPROVllD OR
DlSAPPROVBD BY 11Ul DIRf!CTOR OR DIlSIOlllr.n. II' YOU ARB NOT SA11SPlBD WITIf TItIl RBSULTS OP THIS
INI'OR..AL A'.IlAL, A POR"AL APPltAL MAY III PILIlD.
B. FOIl"A'. A.P1IALS:
II FOR AI,L CIVil. P1lNALTV APPBALS AND I'OR 0THIlR HPA A"1lALS WIDClI ARB NOT ASSJ)CJATBD wml
IKlllelATION OR 51'OCK-WA11lRINO DIVllASIONS, A WRI1T1lN A"BAL RflOUIIST MUST liB P1LBD wml THIl
IIHPAK'....UNl' 1'IIA'I' ISSUIlI> e1R DllNlillJ nDI APPROVAL OR IJlVllm l1Dl CIVIL 'BNALTY YOU ARB
A"IlA/JNO (WAC 220.110.350).
2) FOR APPIlALS or DONIAL OR CONDmONS or AN HPA ASSOaATBD Wmf IRRIOA110N OR STOCK.
WA1'llRINO DIVflRSIONS OTIDlR nlAN CIVIL 'IlNALTY A"BALS, A WRI1TBN A"I!AL RBOUBST MUST DB
1'II.ltD WITII11Dl HYDRAUUC APPIlALS BOARD ,fIR WAC 25'.04. Tim MAlUNO ADDReSS 0. THIl
APPlIAI.5 BOARD 15: ENVlRONMI!NTAL HIlARINOS OPPlCIl, BUILDINO Two .ROWB SIX, LACBY,
WASIUNU'fON 91504; TIlIJIPlIONlI 206/45'-6327.
3) FAILUIUl 1'0 APPJJAL WITIDN 30 DAYS OP 11m DATH OP ACJ10N YOU ARB APPIlAUNO RBSULTS IN
l'UIlI'IlITUIlIl Of' ALL A'PIlAI. R1011T5.
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.l RE'CEIVED
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APR 2 0 1969
JEFFERSON COUNTY'
PUBLIC WORKS DEPT
STATE OF WASHINGTON. KING COUNTY
-55,
No,
Affidavit of Publication
The undersigned, on oalh statcs that he is an
authorized represcntalive of The Daily Journal of Commerce, a
daily ncwspaper, which newspaper is a legal newspaper of general
circulalion and il is now and has been for more than six months
prior to the dale of publication hereinafter referrcd to, published in
the English language continuously as a daily newspaper in Sealllc,
King County, Washington, and it is now and during all of said time
was printcd in an orrice maintained at thc aforesaid place of
publication of this newspaper, The Daily Journal of Commerce
was on the 12th day of June, 1941, approvcd as a legal newspaper
by the Supcrior Court of King County,
{the
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as ",deeerlb~d ,.;In,>iW,,~o~~~~t
d~r.?'a'IJ:r "jionuiof';work lwm
'be,', 'dearln., : and ','Irubbln'i
':'~:e~,~~lr!~~~~:.tnf:,
t1on,pa~n..wfth aschalt cOJl~,
':' :erete ,Clus Bi 'seed nll;-tertl'
,,', Uzlnlfi1" mulchln..i pa"omellt.
;'i.marKlnSIJ,~., po~~~,~~;' "~~{"
;:,.lrA-~~h~i1 ~.uiilDitted'tn '.':O-a"
ccir.linca with ,the, Plal!w.,an .
specifications on tIIe,.a.t:, ebof"
fica of tho: Director, of. U '!le'l
Work...Courtbouse;,Port To .:
send;Wa hln 0 -whore co s:
~~~08~~:~l13litd~~'lfl'=i
t.fu~Cied.,n lhe p~ns'and .~71
tlea 0 I'ara u ..d'lIl" ;:,
~~. n n tro~~lt6Fn",nJd~:.o.'fl..:~!~~;~.",.
~Eaces bid shall,; \\.,"8coom"
ponlaaby. q .uret)',bOlld,llQst!t!~
mon~'Drda'i1l r:Sh,."CIlIIU'll'I""
ehe~h:r~rt~u:'r ~r;~Ptfe~IO:.)~
ts'ount:V rn'l'f:. IUJl\Off g:!I'OfdthtB\1l.
~12t amoun,li_ to "'b oijJle'.i: 11
e:..m~?dde~.ur.lfa~"~.; o.nle~..~.,'.
:.n~;'~lI~on:ra )"~ n'd\I:'I~~;i
/IIIlognt o7t1lltl'rot t~~ eon\ror:;
P~:'...r!UI!~ tA~~~ . O')'~~U~I;"
~0,mmlsi19~en . 'rOI'~VaW.\1!!',
~sflr~J:'~ectt,.~t1e '1:1 e flCtlI:dF
lI'.o.t'adven ll, iUI tl>: e 'f1._.I. n...,.,.
rrn1lln, T;' I~C all In',
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l'i :C.jll~h8~;,f'\li'!
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The nOlice in the exaCI form annexed, was published in rcgular
issues of The Daily Journal of Commerce, which was regularly
dislributed 10 its subscribers during Ihe below stated period. The
annexcd notice, a
BIC Road Construction
was published on
04/13/89 04/18/89
o
The amount of the fee charged for the foregoing publication is
the sum of $ . which nmounl has been paid in full,
,/?, ~/;"//,/rl...
~...crlbed and sworqo b;fore me on
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NotifY "ubllc ror the Stlte or Wuhlnalon,
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STATE Of WASHIMGTOM
COUMTX or JEFrSBSOH
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a COllAt, X
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aiSO~UTIOM MO. 43-89
In tb. matter Otl
IT IS HERiBY RiS01.VEJ:l that The UDDer Hoh Road
Road 1.oa 110. 914207 '
~rol1l. H.P.....!!.:.ll...; to H.l'...!.:!!I.... ~xxxxxx~xxxxxxxx be
improv.d .a ~0110~.1
Reconstructed including widening, drainage improvements, grading and surfacing
with A.C. pavem~nt.
IT IS fURTHER RES01.ViD tbat an appropriation trom the
ot~101all~ adopted road twnd bwdiet and ba..d on tbe ooYnt~
onain..r'. ..tim.t. i. b.r.b1 ..de 1n th. ..ownt. and tor th.
pwrpo.. .bo~nl
PURPOSE PREVIOUS APPROPRIATION
Ensineerins $42.000.00
Right ot Wa,
ACQw1ait1on $71.000.00
Sub-Total $113.000.00
Conatructionl $420.000.00(220.400 R.A.P.)
Leontor.ot
_COllot, Forc..
PRESENT APPROPRIATION
$55.000.00
$71 .000.00
$126.000.00
$525.000.00 (220.400 R.A.P.)
TOUI.
$.~~1 000 no (220 400 R.A.P.)
$.~1~ nnn ("0 400 RAP.)
x-Thia project ia included 1n the ott10iall, adopted annllal road
pro.&'_ a. It.. No. 1 . ,
__The project is bereby made a part ot tbe oftic1ally adopted
annual road prosr.. in aocordano. with a.c.w. 36.81.130.
IT IS FURTHER BiS01.VED tbatl
~The construction 1s to be accompli abed by contract 1n accord-
anca with R.C.W. 36.11.020 at. ..q.
__Tbe construction is to be accomplished by county torces
aocordanca ~ltb ~.C.W. 36.11.060 and W.A.C. 136.18.
PASSED AND ADOPTED THIS J,"'~ IlU CW '7(/ ~
BOABIl or JUrEBSOIl coWin
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~tate of ma5~in9ton for
C!tlallam lEount!!
Affidavit of Publication
STATE OF WASHINGTON}
COUNTY OF CLALLAM 55,
The undersigned being first duly sworn on
oath. deposes and says:
That she is authorized to and does make
this affidavit for and on behalf of Peninsula
Daily News. a corporation, and that the
following statements of fact are within her
personal and actual knowledge.
Thai said corpor&tion is the owner and pub-
lisher of the Peninsula Daily News published in
Clalla01 County. and has been approved as a
legal newspaper by order of the Superior
Court of said Clallam County of the State of
Washington.
That the annexed is a truc copy of a
"..,NQ~,I,C.lL,~.o...,CQ,N,'r.MG,';J;',QgP".."G!.\.~L
BIDS UPPER HOH ROAD CRO 749
..",In:vo ice....#EilS,5,4"..,..,..,......m......'..'.....,
as It was published In regular issues (and not
In supplement (orm) ot said neWBpaper on
FOR
.... Ap.r.il...l,4"....11,.,...1.9,8.9..___........,.......
and that said newspope~ was regularly dls.
trlbuted to Its subscribers during on of said
period, That the full omount of the fee charged
lor the foregoing publication Is' 83,. 8,1. , , ,
at the roto
lune
of,$A,.,9.3......per Inch XX
100 words
for the first Insertion
JUne
ond,$,4,.,9,3..,..per Inch XX
100 words
for eac:;;~4
Subscribed and sworn 10 bofDr. me this
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olsry .'ubilc In anlt for the Sl.lu 01
W.,hlnlll?n relidlng at Port ^ng.l...
RECEIVED
APR 2 G 1989
JEFFERSON COUNT
PUBLIC WORKS OF-P+
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CIf'C! 7-.<.(3
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STATE OF WASHINGTON
JEFFERSON COUNTY
BOARD OF COUNTY COMMISSIONERS
Notice of Sale of Valuable Material on
County Land
Notice is hereby Given that the Board of County Commissioners of
Jefferson County, State of Washington, will receive sealed bids
up until the hour of 10:30 AN , Monday, February 13 , 1969 at
the office of the County Commissioners, Courthouse, P.O. Box
1220, Port Townsend, Washington, 9b36tJ, to be opened and read
after that date and time for the sale of timber on following
described lands:
SALE NO. 1-89
UPPER HOH ROAD, located approximately 12 miles soutt. of
Forks on the right of way of the Upper Hoh Road, Co. Rd. No.
914207, i~.P. 0.32 to 1.46, on parts of Sectionf: 21 and 22,
To~mship 27 North, Ranee 12 \~ef:t, \LM., containing 5.7 acres,
more or less, comprising approximately 1tJ8,500 bd.ft. of hemlock,
80,300 bd.ft. of cedar, 10,000 bd.ft. of \~hite fir, 3,500 bd.ft.
of alder', 3,000 bd.ft. of spruce and 1,500 bd.ft. of Douglas fir,
for a total of 286,BOO bd.ft.
SALE NO.2-89
COUNTY LANDFILL, located approximately 1 mile southwest of
Port Townsend, on parts of Sections 8 and 17, Township 30 North,
Range 1 West, W.M., containing 20 acres, more or less, comprising
approximately 24"(,000 bd.ft. of Douglas fir, 27,000 bd.ft. of
hemlock, 12,000 bd.ft. of cedar', 9,000 bd.ft. of \~hitc pine,
10,00lJ bd.ft. of various species of hardwoods, for a total of
300,000 bd.ft.
Timber for each sale will be sold on a lump sum or
installment basis as defined in Bill of Sale and Contract for
Purchase for each sale. Contract requirements for both sales must
be completed by April 30, 1989.
Bids shall be submitted in accordance with the Bill of Sale
and Contract for Purchase for each sale, on file at the office of
the Director of Public Works, Courthouse, Port Townsend,
Wnshington, where copies may be obtained.
'fhe board of County Commi ssioners reserves the right to
reject, any and all bids, and to acoept the bids deemed most
advantaeeoua to Jefferson County and to waive all informali ties
in the bidding.
'7:::1".5~
Outed this ~ d<lY of
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BOARD OF JEFFERSON COUNTY CO~MlSSlONERS
.4~(fI--< t1. ~t'-r~
Geor'ge C. Brown, Cha irman
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STATE OF WASHINGTON
JEFFERSON COUNTY
BOARD OF COUNTY COMMISSIONERS
Notice or Sale of Valuable Material on
County Land
Notice is hereby siven that the Board of County Commissioners of
Jefferson County, State of Washington, will receive sealed bids
up until the hour of 10:30 AM ,Monday, February 13 , 1989 at
the office of the County Commissioners, Courthouse, P.O. Box
1220, Port Townsend, Washington, 9b368, to be opened and read
after that date and time for the sale of timber on followinG
described lands:
SALE NO. 1-B9
UPPER HOH ROAD, located approximately 12 miles south of
Forks on the right of way of the Upper Hoh Road, Co. Rd. No.
914207, i'i.P. 0.32 to 1.46, on parts of Section~ 21 and 22,
'fownship 27 North, Ranr,e 12 \~est., W.M., containing 5.7 acres,
more or less, comprising approximately 1d8,500 bd.ft. of hemlock,
80,300 bd.ft. of 'cedar, 10,000 bd.ft. of \\hite fir, 3,500 bd.ft.
of alder', 3,000 bd.ft. of spruce and 1,500 bd.ft. of Douglas fir,
for a total of 286,800 bd.ft.
SALE NO.2-B9
COUNTY LANDFILL, located approximately 1 mile southwest of
Port Townsend, on parts of Sections 8 and 17, Township 30 North,
Range 1 West, W.M., containing 20 acres, more or less, comprising
approximately 247,000 bd.ft. of Douglas fir, 27,000 bd.ft. of
hemlock I 12,000 bd.ft. of ceditr, 9,000 bd.ft. of Whitc pine,
10,OOU bd.ft. of various species of hardwoods, for a total of
300,000 be.ft.
Timber for each sale will be sold on a lump sum or
installment bas,is as defined in Bill of Sale and Contract for
Purchase for each sale. Contract requirements for both sales must
be completed by April 3D, 1989.
Bids shall be submitted in accordance with the Bill of Sale
and Contract for Purchase for each sale, on file at the office of
the Director of Public WorkS, Courthouse, Port Townsend,
WaShington, where copies may be obtained.
The board of County Commi ssioners reserves the right to
reject any and all bids, and to acoept the bids deemed most
advantaeeous to Jefferson County and to waive all informalities
in the bidding.
Dated this ~day of ~U.(a...'<l--' 1~8:l.
BOATiD OF JEF~'ERSON COUI~TY cO,'Il'aSSlONERS
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
BILL OF SALE AND CONTRACT TO PAY FOR AND
REMOVE FOREST PRODUCTS FROM COUNTY LANDS
SALE NAME: Upper Hoh Road Riqht of Wav
SALE NO. 1-89
The parties to this Bill of Sale and contract for the removal of
forest products are the Jefferson County Public Works Department
acting by and through the Board of County Commissioners.
hereinafter called the County. and
hereinafter called the Purchaser.
GENERAL TERMS
I.Title Conveved. The County hereby sells and conveys to the
Purchaser title to forest products described in paragraph 3 hereof
situated on the sale area described in paragraph 4 hereof, subject
to any rights and valid claims previously conveyed by the County.
2.Disclaimer of Warranties.
(a) Title. The County makes no warranty as to title to the
forest products. and the Purchaser assumes all risks of non-
ownership of the forest products by the County. The County does
warrant that as of the time that it executes this contract, the
County does not know of the existence of any outstanding title or
claims of title hostile to the rights of the County.
(b) Merchantabilitv. THE COUNTY DOES NOT WARRANT THE
MERCHANTABILITY OF THE FOREST PRODUCTS. THE USE OF THE TERM
"MERCHANTABLE" ELSEWHERE IN THIS CONTRACT IS NOT INTENDED TO VARY
THE FOREGOING. THE FOREST PRODUCTS ARE CONVEYED "AS IS".
(C) FITNESS FOR A PARTICULAR PURPOSE. THERE ARE NO
WARRANTIES WHICH EXTEND BEYOND THE DESCRIPTION ON THE FACE OF THIS
CON'l'RACT.
(d) No Oral Warranties. It is agreed that there are no
understandings, agreements or representations. expressed or
implied. which are not specified in this contract.
(e) Limitation on damaaes. In the event of a breach of any
warranty by tho County the liability of the County shall be limited
to a return of tho initial deposit and unapplied payments made by
tho Purchaser in connection herewith. Tho County shall not be
liable for any other damages, whether direct or consequential.
(f) Inspection bv PUrchDse~. The Purchaser agrees that it
bid on and enters into this contract after and in reliance upon its
own full and complete examination ot the forest products, and not
by reason of any representation as to their merchantability.
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specific attributes or otherwise, made by the County. The
purchaser further agrees that it bid on and enters into this
contract without reliance on the County's pre-sale cruise,
appraisal. prospectus or other pre-bid documents.
3. Products Sold. The forest products conveyed to the Purchaser
are described as follows:
All forest products bounded by yellow boundry tags marked
",Jefferson Co. - Timber Sale Boundry" and M.P. 0.36 to M.P. 1.46 of
the Upper Hoh Road, Co. Road No. 914207, and consisting of
approximately 188,500 board feet of Western Hemlock; 80,300 board
feet of Red Cedar; 10,000 board feet of White Fir; 3,500 board feet
of Red Alder; 3,000 board feet of Spruce; and 1,500 board feet of
Douglas Fir, for a total of 286,800 board feet.
4. Sale Area. The sale area of 5.7 acres, more or less, located
in .Jefferson County, is described as:--
Those portions of Sections 21 and 22, Township 27 North, Range 12
West, W.M. bounded by yellow boundry tags marked ".Jefferson Co. -
Timber Sale Boundry", which such boundry is the Right of Way
limits for the Upper Hoh Road, County Road No. 914207, from M.P.
0.36 to M.P. 1.46.
5. Operatinq Authority. Purchaser hereby agrees to remove said
forest products between the dates of February 13, 1989 and Apr;1
30. 1989.
6. Time Extensions. An extension of operating authority time
may be granted upon written request prior to the expiration date.
7. Forest Products. Purchaser agrees to pay for the forest
products conveyed at the following price:
(a) Cash.
(b) Installment - The Purchaser having elected to pay for
the forest products herein conveyed on an ifistallment basis, has
made an advance payment of $ , which sum is equal
to fifty percent (50~) of the purchase amount. Prior to cutting
any of tho forest products described in paragraph 3, the Purchaser
agrees to guarantee the payment for forest products cut and/or
removed by making an additional payment or posting a Payment Bond
or Savings Account ASSignment. The amount of the additional
paymonts or payment security, exclusive of the advancs payment,
shall be determined by the County and shall at all times equal or
exceed the value of the products which shall be cut and/or removed,
the additional payments shall be made as directed by the County.
Additional payments shall be made until the amount specified in
paragraph 7 is paid in full. Payment securities shall be in a form
approved by the County prior to cutting of any forest products
conveyed by such payment security.
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80 Plan of Operations. The Purchaser shall, before starting
operations within the sale area, submit to the County
representative, a plan of operations acceptable to the County. The
Purchaser shall obtain a written release from the County
representative when it has satisfactorily complied with all
contract requirements. Upon issuance of said release if prior to
the end of the operating period as set forth in paragraph 5, all
rights to remove forest products terminate and all forest products
herein conveyed shall be owned by the County. Failure to submit a
plan of operations shal~ constitute a breach of contract.
9. Eauipment. Forest products sold under this contract shall be
removed with around based loqqinq equipment
unless authority to use other equipment is granted, in writing, by
the County.
10. Damaqe. The purchaser's operations hereunder shall be
conducted in such a way as to minimize damage to the soil. In
addition the Purchasers operations shall not damage timber on
adjacent ~and, reserve trees, any streamcourses, lakes and ponds.
The use of machinery in the streamcourse, lake or pond is
prohibited unless provision for such use is granted in writing by
the State. Additionally, the Purchaser shall exercise every
necessary means to prevent contamination or pOllution of the waters
of any streamcourses, lakes or ponds as a result of any operation
on the sa~e area.
11. Surveys and Markers. The County has located and marked or
otherwise designated, all sale boundaries that abut County land
under the jurisdiction of Jefferson County. The Purchaser has gone
over the boundary lines on the ground, knows where they are, and
agrees to confine his cutting to the forest products herein
conveyed within such boundaries.
12. Deleterious Material. Refuse rosu1ting from Purchaser's
use, servicing, repair, or abandonment of its equipment, and
general litter shall be removed from land and disposed of in an
approved disposal site.
13. Special Requirements. In addition to the terms and
conditions herein, this Bill of Sale is also subject to the terms
and conditions of Schedule I (attached hereto), and by this
reference made a part hereof:
See attached schedule I.
14. Authorization. Unless otherwise provided herein, the
Purchaser is authorized, subject to any rights and valid claims
previously convoyed by the County , to use all existing roads on
County land, and subject to prior approval by the County to
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construct and maintain on County land all roads, bridges, and other
transportation facilities needed for the cutting and removal of the
forest products included in this sale.
15. Liabilitv for Damaqe. The Purchaser is liable for all
damages resulting from its operations. In the event the Purchaser
may damage County-owned improvements or structures such as roads,
bridges, or culverts, it must repair same to the satisfaction of
the County.
16. Breach of Contract. In the event the Purchaser violates or
breaches any terms of the agreement, the County shall, in addition
to other remedies, have the right to suspend operations of the
Purchaser hereunder by written notice. The County may also
terminate this agreement, and the Purchaser shall have no further
rights under this Bill of Sale and contract. Upon such
termination, the County shall enter a forfeiture of the contract,
and the payment made in connection therewith or any bonds required
by this agreement may be forfeited upon order of the County. and
our attorney may recover damages from the Purchaser. Any trespass
outside the boundaries of this sale by the Purchaser or its con-
tractor will be considered by the County as a breach of contract.
17. Assianment.
hereunder shall be
writing, signed by
representative.
No assignment of the Purchaser's rights
effective without the consent of the County, in
the County Engineer or his authorized
18. Compliance. The Purchaser must comply with all applicable
laws. rules, and regulations; of the Forest Practices Act. Failure
to comply with any applicable laws. rules, and regulations shall
constitute a breach of the terms of this agreement.
19. Bond. As a guarantee of the faithful performance of the
prOVisions of this agreement, including not only the payment of all
sums due the County hereunder. but all damages accrued to the
County by reason of the operations 11nder this contract. the
Purchaser delivers herewith a (cash) bond in the sum of $ 2.000.00.
20. Eaual Opportunitv EmDlover. The Purchaser agrees no to
discriminate againot any client, employee, or applicant for
employment or services because of race, creed. color, national
origin, sex, marital otatus, age, or the presence ot any sensory,
mental, or physical handicap with regard to, but not limited to,
the following: employment upgrading; demotion or tranater;
recruitment or recruitment advertising; lay-offs or termination:
rates of payor other forms ot compensation: seloction tor
training; rendition of service. It is further understood that any
Purchaser who is in violation ot this clause or an applicable
Atfirmative Action Program shall be barred forthwith from roceiving
awards of any contract to purchase trom the County unless a
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satisfactory showing is made that discriminatory practices or
noncompliance with applicable Affirmative Actj,on Programs have
terminated and that a recurrence of such acts is unlikely.
IN WITNESS WHEREOF, the parties hereto have executed this
agreement as of the ___ day of , 19___.
3efferson County Board of Commissioners
Purchaser
Chairman
Address
Member
Phone No.
Member,
SURETY:
Foregoing approved and
ratifj,ed 19~
Attest:
Clerk of the Board
Surety
SEAL:
Attorney in Fact
Adress of local office and
agent of surety company:
Approved as to form this
day of 19---"
Prosecuting Attorney
Phone No.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
SCHEDULE I
SALE NAME: Upper Hoh Road Right of Way
SALE NO. 1-89
In accordance with paragraph 13, Special Requirements, of the
above referenced sale number, the following terms and conditions
apply to the Bill of Sale and Contr'act and supercede any
conflicting provisions of the Bill of Sale and Contract:
A. Traffic: Control on Upper Hoh Road. During logging
operations the purchaser will be allowed to close one lane of
traffic if needed during regular working hours only. It shall be
the purchasers responsibil.i ty to maintain operations in such a
manner as to minimize delay of vehicles and provide adequate
flaggers, signs, and other control devices, in accordance with
the !1anual of Uniform Traffic Control Devices, which by this
reference is made a part of the contract, for the protection of
the work and the pUblic at all times. All of thE" purchaser's
personnel, and any subcontractor's personnel that act as flaggers
are required to have a ourrent flagging card.
B. Bid Deposit. A bid deposit of 10% of the bid amount will
be included with the sealed bid.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
AllPUQ.,.rON KlI1 SAm OF IQlESr ~ Q/ COUNTY LAND
JilIGDIlW&
SALE NO. ; -Rq
SALE~:' UPPER HOH ROAD RIGHT OF WAY
ACIDi: 5.7 A4'P'lIIar..:atl
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~: 1-23-89 SCALE: 1"- 2000'
The Board of Jefferson County Commis~ioners submits this application for sale
of Forest Products on Count.)' Land in oI.ff.r.on 'oun~ df.erfbed a. follow.,
CD pIR8 of s.:ciaI\s 21 and 22 Township 27 North. Range 12 ~Jest. WoM.
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VIaN1'1Y tQP (NO SCALE'
~SAL~
SHlCD::S \IIQUM &t'IIGWZ NaaIJ:
Hemlock 188.5 m.b.f.
Cedar 80.3 m.b.f.
W. Fir 10.0 m.b.f.
Alder 3.5 m.b.f.
Spruce 3.0 m.b.f.
D. Fir 1.5 m.b.f.
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Total $67.038.00
Q:lntad: Mo. 1-89
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STATB OF WASHINGTOa
COUNTY OF JEFFBRSON
'X
In tbe matter otl
RBSOLUTIOIi 110. 89-88
~I Revlalns a oountJ X
proJeot deslsnat.d as X
CH0749 X
IT IS HEREBY RESOLVED tbat '!he Upper Hoh Road
Road Log No. Q14707 '
trom H.P.~ to H.P.~ and trom H.P.______ to H.P. be
improved as tolloH..
Reconstructed including widening, drainage improvements, grading,
and surfacing with A.C. pavement.
IT IS FURTHER RESOLVED tbat an appropriatlon trom the
ottioially .dop~ed road t"nd b"d..~ and ba.ed on tho ooun~y
.nsin.er'. eetiaat. 1. berebJ &&de in tbo ..ounta and tor the
purpo.e ahownl
PURPOSE
PREVIOUS APPROPRIATION
PRESENT APPROPRIATION
Ensineerlns
Rlsbt ot WaJ
Aoquisltion
Sub-Total
50.000 00
420000.00
" onn no
71.000.00
1:;,1:;, nnn nn
'1 ~.oon.oo
'7" "no no 1"0 40n RAP ~o.onn.oo (220.400.00 RAP Funds)
Conllltruotlonl
x Contraot
=CountJ Foro..
TOTAL 330,500.00 (220,400.00 RAP 533,000.00 (220,400.00 RAP Funds)
Funds
2LThls project la included In tbe ottlolallJ adopted annual road
prosr.. a. It.. lio. 1 .
__The project is bereby made a part ot the ottlclally adopted
annual road prosraa ln aocordanoe wltb R.C.W. 36.81.130.
IT IS FURTHBR RESOLVED thatl
~The constructlon ls to be accompllshed by contract ln aocord-
ance Hlth R.C.W. 36.17.020 et. SGQ.
__The constructlon ls to be aocompllshed by oounty torces ln
aocordanoe Hltb R.C.W. 36.11.060 and W.A.C. ,~.18.
PASSBD AND ADOPTED THIS h a DAY OF 4eL . .L.."J?/jY .
BOARD OF JEFFBRSON COUIiTY COHHISSIOIiERS
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Affidavi\'.A Publication
STATE OF WASHINGTON) u
COUNTY OF JEFFERSON)
FRANK W GARRED, beIng '....Of". lays he IS ,he pub~~'~e~ of
Ihe Port T own,end Leade" '3 w..~ly newspaper.", Ie 01
been e,tablish.d, pl,lbl,shltd in ,he EnglISh langu~~: ~:~" c~;
curDled continuously O'e 0 ......e.1yd n;I:::o:".~ ;~, general ,It.
, .. Port Town!.n~,t~ la!d~. OU~'~ ~~on Ii. (6) month, prior 10 the
. . srAIE OF W""COUiTJ Of JEfFEISON ',~/:~',,:~;-.'~ :. .:, .~: . NOlice her.'o attoched, and
'. "'1M .......''':~ ~'~ 'aiClO749;' .0"'" .d., w...n ,h. 27th d.y.'
",-, ..",'- ':"1",;'"_.' -.. NO'.:I2~'" :.'''<''~'-'.;-,:)''.:',f!j,.':.,;r'~'~'> aln.....lpop.,byl~.Sup.,.o,
IT IS' tlEREBY RESOL~ED:jhQl,f~, U'/>cii:iHoh'Rciinl;'Roo~'I.O'''No, .,d ,h.t ."...d.. ",. copy
914207, 'froin' M;P.C' 0:32'; 10' M;P. 'l08'....' linprovoid a( fo'lows,
Reconslructed includlng "wideiil,;g/ C/;olnas!:lmprovell\ftnli; gradlrig:' and 2 - 8 7
sU/'fadrigwlth:A,CPPvemenr::>","h' '~'~",l ; ;';"', '-" "'...:.;',' r Hoh Road
' IT IS FURTH Elf RESOI,VEDjhat' an apprij'prlotloii from the'olficJally
adopted road fUild bl!dget aild 'based on the county engln....r's estimate is
hereby made',;n ~,ciinOunts andfodhe p,urpo'- shawn, .'.., " ",;'
.., :. ?:;./i,";',~. >~,~;, }':,'_!~I:-~.'-"-~l!F;;}~'-i." },:<.;:.;:>, :.; '.'.:i;~ <'f:':,: .',
...... ' ,: "..".~ ' PnMnt A"niirt.
Engineering :'" .0. ' ,5. 50,000.
Rlghf of Way t,'::' ',.,.,',..0..' ""
Acqulsillon, ' 5,000:'
Sub.Tolal ", '0' I.. ... :55,000,
Conslructlon: : O. " 275,500,(5220;400.
, .'; 'RAP."u;,ds)
TOTAL ',0 330,500.(5220;400
, '" ,'. "'. ..: ." ", ' ",', ' 'RAP' Fuiills) , .,d ."". ,nu. ....,d pop.'
~':IN":.tctlsi;'cl,u~ln Ih. ~HI~ally Odo~f~CI~~~U~1 r,ofJd pf,ogram ~~ 'th.,.."., . p.".d .,
IT IS FIJRTHER RESOLI(ED th~t: .,' ;", ': ".' ,; ,. " . ," ' ..cu"'. w..h, b.g,nn,ng .n tho
" The conslructlon Is to be accompllshid by con'~act In accordance with RCW
36.77.020.1; .;",; ,',,', .'"., ':.:"C;,:">,.'.. I'" ctober
PASSEDA~DA1ioPTED THIS 5th DAV O/,Qerober;1987. .,
BOARD OFJEFFERSOt"COUNTY COMMISSIONERS , '." " ' sto.y.IOctober.,
BLa G"YBrW, D'~~~~~~~(rman. ' '.;:I'..:,:.<::>.~";".'~' ,. A rrSEEASTL': wlpap.' wc",.gulo'ly dtlUlbul,.,dll
. " own,~uwr. ,,", .' .""'\:"::."':".,' ,',... ..,: II f ,h. p.'lod Thollh.
GeOrg. C. Brown~ ~ber Jerdl", C,.Br~98. C'~rlco~ ~~ ~o?21 . . :.. b..n p.'{in lull, ollh.
ra'~ al ~A uu p.' (UIU..... ,n( fa, _O(.~ In"H',on h 1
'.A,1.,vi:"t~ ~~ '4
, 19,
87
Subu',b.d and Iwo,n '0 b.fn:. "'. .'"".
:llstd.y.1
October ",p.,7,. r)~1
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- ~~," N1,llu,y Publ" .1'1 and 1(', th. S'D'. 01
(/ W"'~h"g'O'" '.Ild,no 0' I'ort row",_"d
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Affidav~ Jf Publication
STATE OF WASHIN~TONJ u
COUNTY OF JEFFERSON)
FRANK w, GARRED, being Iworn. lays he illh. publish.r of
In. Port Townsend leader, a w..~ly newspaper which hOI
been ."oblilned, published in the English language and (i,.
,...Ialed continuousl)' as a w..kly newspop.' in the lawn of
PaM Townlend. in said Counly and State, and fo, gene,ol (".
Culolion in said counly fa, mo'e Ihon Ii. (61 months p,io, 10 the
dOl. 01 the 'i,,, publica'ion of Ihe Notic. he,.'o anached, and
lnal Ihe laid Port Towns.nd leadel WOI on lhe 271h day 01
Jun. 194 I, oppro....d as a legal n.wspa~' by Ihe Supe,io,
COUM 01 laid JeH.rson Counly, and Ihot ann...d iSlfu, copy
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Resolution #82-87
CR0749 - Upper Hoh Road
.
as ,I appear.d in Ih. ,.gula, and en'i,. in". of laid pop"
in.11 and no' in 0 suppl."'.nl 'h.,.al fa, 0 p.,iod of
.Q.O~.+__.._,_conl.culi...e we.h. beginning on ,he
~l~t:_..___dOY 01 9ctop.E!!.._.,_, lL~l,
o,do,d"qontho, ...,21sUlo,01_October......,
19_'n~.7, and Iho' laid "ewlpap.' WOI ,.gula'ly dilt'lbuled
'0 III lub'(flb.,. dUflng aU of thil p'rlod That Ih. full
amount 01 5 .., 52..00 ."_,.. .,holb".npol(jn'ull,Gllh.
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ST A TE OF WASHINGTON
COUNTY ROAD ADMINISTRATION BOARD
RURAL ARTERIAL PROGRAM
PROJECT AGREEMENT FOR CONSTRUCTION PROPOSAL
Project Number: q \4 "2.0 I 'Submitting
County: Jefferson
Work Order: 1/00 I ~b,1-
Local CRP Number:
Local Name of Road: Upper Boll Road
Total Amount of Authorized RA TA Funds For Construction Proposal: $220,400
Project Approval Date: May 3, 1985
IN CONSIDERATION of the allocation by the County Road Administration Board
(CRABoard) of rural arterial trust account (RATA) funds to the project in the amount set
out above, the county hereby agrees that as condition precedent to payment of any RATA
funds allocated at any time to the above referenced project, it accepts and will comply
with the terms of this agreement, including the terms and conditions set forth in Chapter
49, Laws of 1983, 1st Ex. Sess.; the applicable rules and regulations of CRABoard and all
representations made to the CRABoard upon which the fund allocation was based; all of
which are familiar to and within the knowledge of the county and are incorporated hereIn
and made a part ,of thIs agreement, although not attached. The officer of the county, by
hIsJher signature below, hereby certifIes on behalf of the county that matching funds and
other funds represented to be commItted to the project wIll be available as necessary to
implement the projected development of the project as set- forth in the construction
proposal prospectus, and acknowledges that funds hereby authorized are for the
development of the construction proposal as defIned by Chapter 49, Laws of 1983, 1st Ex.
Sess.
The county hereby agrees and certifies that:
(1) It is In compliance with the provisions of WAC ch. 136-150 regardIng eligibility for
RA T A funds. If the county 15 found not to be In compliance with the provisIons of Chapter
1.50, such non-compliance may be cause fOJ: the CRABoard to wIthdraw or deny the
CertIficate of Good Practice of that county.
(2)' The project wlJl be constructed In accordance with (I) the InformatIon furnIshed to
the CRABoard, and (2) the plans and.sp<<:clflcatIons prepared by the county engIneer.
~) . It~J: notUy the atABonrd \\41en a contract bas boon lI.\\N"ded P11d/O~ v41eb.'
construction has started, and ,\hen the project has been OCIllploted', '
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(4) It will reimburse the RATA in the event a projl"Ctpost audit reveals improper
expendi ture of RATA funds.
If ilie costs ~f the project exceed the anountof RATA funds authorized by the
CRABoard, set forth above, ard the required matching funds and other funds repre-
sented by the local agency to be ccmnittcd to the project, the local agency will
pay all additional costs necessary to c::cJlPlete the project as subn1tted to the
CRABoard.
IN COlSIDERATION of the pranises and performance of the stated concH tions by the
'county, the CRABoard hereby agrees to reimburse the county from RATA funds allocated,
and not otherwise, for its reimbursable costs not to exceed the amount above spec-
ified. The CAABoard will reimb.trse counties on the msis ofnonthlv progress
payment vouchers received and approved on individual projects in the order in ",mich
they are received in the CRAB office, and subject to the availability of AATA funds
ap~rtioned to the region. Such obligation to reirnburse RATA furiis extends only to
proJect costs incurred after the date of execution of this contract by the Director
of the CRABoard.
'!'his agreement shall be valid and binding only if it is signed and returned to the
CRABoard within 4S days of its mailing by the CAABoard.
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So1EFGEN::ll' RUlE No CRAB/C9unty conb;a,ct sha,ll be executed on
behalf of the CRABoard, and no RI\.TA funds for the project
coVered by such contract shall be received by apy coun~ tha,t
expended diverted road levy during the twelve. months preceding
the CRABoard' s RAP project approval neeting, until llssurance!S
received fran the state Auditor that such county's expenditure
of diverted road levy was in cr.:rnpliance with R::W 36,79.140,
SUbnitting County Jefferson
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a xma ecut va
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,./.nty
RAP PROJECT PROSPECTUS
(WAC ]..1(,-130--040) (WAC 136-160-020)
lOEN'l'lFlCATlCN:
Fed. ,F\tnctiona1 Class: 07
I'JUjL.ct. Tc!nnini (Mi1<!l'oint:.s): M. P.O. 36 TO ? OR
Road Nane: UPPER HOH ROAD
county J!n,-m lu-JI 91420
State leg. Di~l.L.i"'t' 24
DESCIUPTlCN OF 1'Rq!~~~~I'!1I'~..:.
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WI~ RtW)lAY TO 28' WITH 28'!F l.B.S.T. PA'8fNT. Ift'PRlVEHORIZOOTAL ItID
VERTICAl.. ALIlnE'ITJ JllID IMPROVE DRAINME.
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Proposed Stnrt:.iny Date: Jl.PRIL 1986
Estimated Total Cost: 275J500
Mticipatcd C(.II~)lt!tion:
!:FPTFMRFR lqRfi
220 ADO
*
MTA F\1Ods Requested:
* 1V\1'A Funding is not..ppruvoo for right of way acquisition or prelimiJlary anginc:~i.no.:
INITIAL pROJECl' PRIORlTIZATIqIJ.l.
Condition Rat:cd
r~'9iollal
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RAP Project
Rating
structural
GeanDtric
Traffic Volume
Traffic Accid~tB
Major Oollecbor Class (07)
40
40
10
10
5
22
27.5
5
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5
'lUI'hL NVIH l<Al' IW!'ING l'OlN!'S
C;q t;
SIc:;NNnJRES REXlUJRED:
RAP Project j)IllI.1POCtUIl 1" "Ih'rtxl \udl!l' the uuporvision .of:
, /"k~ ~Ah5
SigOllture of County F.ngill.1U1'11>"W
nAP Project 1'10~pC;-ct:.utJ 1...11111 ltuj to CIlABWJ.~ the approval of I
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Si91\Ilture of Olai.11lt:.lJl of r!O<.l'd or
County ExecutivojDatt:l
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lb. [xt5tlng ShouldlOr Width (WSt:J ..~ OlOslgn ShoulderWldLh (W~u) - ~
1e. [(lrlpp _ WPE) -t (WSD - WSE)) l< 2.5 - 12.5 ,Rating (max. 20 pts.)..l2...2-
2. Horizontal Alignment GOod (0-3) Fair (4-7) Poor (8-10) ~
3. Ver~'c.l A)lgnmt!nt Good (0-3) fair (4-7) poor (8-10) --L-
GEOMETRIC RATING TOTAL: 27.5
B. TRAFFIC ACCIDENTS
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GENERAL HIGHWAY MAP
JEFFERSON COUNTY
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TYPICA LROAOWAY SECTION
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T~Upper Hoh Road ts a narrow, wtndy road ~ha~ servtes ~he Hoh Rat"
Fores~ and ~he Olymptc Na~tonal Park. The r.oad has a large number o~
~ratlers, campers and loggtng ~rucks. The tmprovemen~s would be ~o
wtden ~he road and tmprove hortzon~al and ver~tcal altgnmen~ and up-
grade dratnage.
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In tbe matter ot.
STATE OF WASHINGTON
COUNTY OF JEFFERSON
'x
RESOLUTION NO.82-87
]
Inl Uating I "'I~ a oounty X
project desisaated aa X
C~0749. X
IT IS HEIlEBY RESOLVED tbat the Upper Hoh Road
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trom H.P. 0.32 to H.P. 2.08 ...11 1
improved as tollowa. ------
Reconstructed including widening, drainage improvements, grading,
~nd surfacing with A.C. pavement.
IT IS FURTHER RESOLVED tbat an appropriation trom the
otficially adopted road fund budget and based on the county
engineer'S estimate is bereb1 made in tbe aao~nts and tor the
purpoae abownl
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PURPOSE PREVIOUS APPROPRIATION
PRESENT APPROPRIATION
$ 50,000.00
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Engineering -0-
Rigbt ot Way
Acquisition -0-
Sub-Total -0-
Construction I -0-
Contract
County Poroea
TOTAL -0-
5,000.00
55,000.00
275.500.00 (220,400.00 RAP Fund~)
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330.500.00 (220,400.00 RAP Funds) ,
JLThia projeot ia included in tbe ott1cial11 adopted annual road
prosraa aa It.. Ho.
__Tbe project is hereb1 made a part ot the otticial11 adopted
annual road prosraa in accordaQce witb R.C.W. 36.81.130.
IT IS FURTHER RESOLVED tbat.
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JLThe oonatruction is to be acoompliabed by contract in accord-
ance with R.C.W. 36.77.020 at. aeq.
Tbe constructicn is to be accomplisbed b1 oount1
accordano. with R.C.W. 36.77.060 and W.A.C. 136.18.
~
torces
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PASSED AMD ADOPTED THIS
DAY OP 1f2,~ __, 1'7 f! 7 .
BOARD or JElFERSOH COUHTr COMMISSIONBRS
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DEPARTMENT OF PUBLIC WORKS
PROJECT/WORK AUTHORIZATION
AREA WESr ENO
PROJECT NAME U PPE R ,40l4
TYPE OF WORK REc.o"'~TrZcJc.T
AREA CODE:
K'CAO PROJECT No:1 CR I 000149
tt WIDe^, I _ PtJvr::~EIJT W/A.Co {>A1I€M&l\Jr
BREAKDOWN OF WORK ITEMS:
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SUBMITTED ~
BY: ~JU l.A.. .
APPROVED: /0 . ~
BY: ~~aR~
DIRECTOR F PUBLIC WORKS
1981
19B2
ROUTE TO: INITIAL INITIAL . I-
. 121 ~ 91,51oT?R AIL ~ ACCou--lTING -
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362 (206) 452-5388
December 6. 1990
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DEe 10 1990
.)EFFERSON COUN'T'
PUBLIC WORI<~ ~r.:~
Jefferson County Department of Public Works
ATTN: Bruce Laurie
Box 1220
Port Townsend. WA 98368
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Subject: Change in Scope of Work on Upper Hoh River Road
Dear Mr. Laurie,
We have received your letter dated November 6, 1990 and have
reviewed the applicable sections of the Standard Specifications as you
suggested. We tind that Section 1-04.4 states in part that "... Item
2. it the quantities at a major ltem or the total cost at the original
contract increase or decrease by more than 25 percent. an equitable
adjustment will be made as provided in Section 1-04.6." Upon checking
Section 1-04.6 we find the tollowing:
"If either (1) the total cost of the work, using bid quantities
and unit prices, or (2) the total quantity at any major contract
item. using original bid quantities, changes aore than 23
percent. then that part at the increase or decrease exceeding
25 percent shall be adjusted as the parties agrae."
The original contract amount was $435,641.40 ~nd the contract value as
at change order 3 (AprilS, 1990) is $691,258.26 which is an increase
ot $255,616.86 or 56.67_. Since the "total cost ot the work, using
original bid quantities and unlt prices" has changed more than 25_ and
the parties appear to not be able to agree on an adjustment. the
Engineer is required by the above reterenced section of the Standard
Specifications to determine an equitable adjustment of time. payment
or both. The section goes on to say "The basis for an equitable cost
adjustment tor increases will be by using one of the fOllowing
methode:
1. Unit contract prices.
2. Other means of establishing cost
3. Force Account
With regard to Section 1-04, Bruch and Bruch is in agreement with
the time adjustments that have been made to the contract, Bruch and
Bruch is in agreement with all of the quantity and price adjustmenta
that have been made to date with the exception of the fCllowing:
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Bid Item 2. Clearing and Grubbing - The quantity of this item
increased more than 25% without an adjustment as required
by Section 1-04. Payment at the unit contract price is
unacceptable to U8. In our letter dated May 31. 1990 we
provided a coaputer listing of the force account records
required to arrive at the cost of the Clearing and Grubbing
for the project.
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of an additional $22.232.50 offered in your letter dated
November 6, 1990 for the roadway excavation including haul
is acceptable.
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this item increased by more than 25% without an adjustment
as required by Section 1.04. In addition to this Jefferson
County has not complied with Sections ,2-03.3(13) and
2-03.4(1) of the Standard Specifications by not cross
sectioning the borrow source to arrive at the payment
quantity for this item. Jefferson County has altered the
contract and specifications witbout issuing a change order
by ~tte.pting to measure the Borrow Excavation by truck
measure with a swell factor without the approval of the
Contractor. This type of change is covered by Section
1-04.4(3) of the Standard Specitications which requireo
that Engineer reach an agreement with the Contractor in the
same .anner as required by Section 1-04.6.
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Bid Item 1. Mobilization - The total cost of the contract has
increased by more than 25 percent. The cost of the
performance bond required by Section 1-03.4 of the Standard
Specifications is based on the tinal cost of the coniract.
When the final cost of the contract is deter.ined an
equitable adjustment for this bid item would be for
Jefferson County to rei.burse Bruch and Bruch for the
difference in the bond cost between the original contract
price and the final price. Bruch and Bruch will provide an
invoice troD Bostick Monarch Insurance Compony for the
difference in bond cost when an agreement on the final
oontract price io reached.
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In conclusion. the Contract and Standard Specifications clearly
show the actions that are ~o be taken when a .ontract is increased by
aore than 25 percent. Please prOVide us with your suggestions for an
equitableadjustaent forBid Iteas I, 2 and 6 as soon as possible so
that we can coae to an agreeaent on these issues. If we can be of
further assistance please,contactus at 452-5388. Thank you for your
attention.
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Vice President
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OCT 111990
JEFFERSON COUNT
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October 10. 1990
Jefferson County Department of Public Works
ATTN: Bruce Laurie
Box 1220
Port Townsend, WA 98368
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Subject: Upper Hoh River Road Claim - Performance Bond Premium
Dear Mr. Laurie,
Attached ,is a letter from the Bostick-Monarch Insurance company
explaining the rate structure used to calculate the cost of the
performance bond used on the Upper Hoh River Road project. Mr.
Bostick explains that the bond premium is based on the final contract
price. Since we have not agreed on n final contract price the final
bond cost has not been established. I hope this information is
helpful in answering your qu~stions regarding the bonding costs
included in the claim. If I can be of further assistance please call
me at 452-5388.
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Office Enginoer
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Bostick-Monarch Insurance, Inc.
October 1, ,1990
Kr.BruceLaurie
Jefferson County
Dept of ,Pub1ic Works
Box, ,1220
Port Townsend WA 98368
Re: Bruch " Bruch Construction Inc
Job: UpperHoh Road
Dear Hr. Laurie,
On beha1f of the captioned, be10w is a breakdown of the bond
rat.. used to ca1cu1ate the bond pre.iuM charged for the
requirod PerforMance Bond:
11I15,.00 per 1111000. of contract price up to 1i1100,000.
11I10,.00 per 1111000. of contract price after 11I100,000.
up to $500,000.
III 7.00 per J111000. of contract price after 11I500,000.
up to *2.000,000.
Bond pr..iulIs are, of cour... ca1cu1ated blll..d on the
contract price with overrun. charged for at the end of the
project.
P1ea.. 1et u. know of any additiona1 inforllation need.d.
Thank you.
Co~di1UY Yours.
tJcJ2e.~
Wa11y B~iCk. Agent. cpcu
WB: jh
cc: Bruch" Bruch Construction Inc.
846 106th NE
P.O.80xI848
Bellevue. \XI"" 98009
454-9346
Fa. No. 206-646-4799
arant"-YIDft
John ..... CLU
DeuI &.81... CPCU
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October :17, 1990
Bruch & Bruch Construction
228 Highway 101 West Port Angeles, W A 98362 (206) 452-5388
Rl::t i:. VEL
ocr 19 1990
Jefferson Count,Y Departllent of Publ i c Works
ATTN; Bruce Laurie
Box 1220
Port Townsend, VA 98388
JEFFERSON COUNT
PUBLIC WORKS DEP-:
Subj,ect:,Upper .Hoh River Road Clais - Reply t,o Letter of :10/8/90
Dear Mr. Laurie,
In reaponae to your letter of October 8. 1990 the tollowing
infor.atioD pertaining to the Upper 1Ioh River Road trclai. is provided.
1) Bostick-Monarch Insurance Invoice 40580 is provided as
docu.entation that the bond fee for the contract baae price has been
paid. Our letter to jou dated October 10, 1990 ~xplained that the
final bond coat will not be es:tablis'hed until the final contract price
is agreed on.
2) The quantities tabulated on Attach.ent E are fro. truck
ticketa and ara truck .easure.
3) Lynn Br,uch spoke with you on the p'hone on October 18, 1990 and
explained that the truck tickets referred to in Attach.ent H have
already been transsitted to Jefferson County. Lynn Br~ch and Ed
Bershinaki added the borrow and gravel base quantities and agreed on
the 35,,757.5 CV figure during a .eeting on 2/9/90.
It I can be ~f further aaaiatance please call ae at 452-5388.
Sinc&:~
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Office Engineer
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228 Highway 101 West Port Angeles, WA 98362 (206) 452-5388
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August 8. 1990
AUG 10 1990
JEFFERSON COUNT'
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Jefferson County Department
ATTN: Bruce Laurie
P.O. Box 1220
Port Townsend, WA 98368
of Public Works
Subject: Notarized Statement for Hoh River Road Claim
Deal' Mr. Laurie.
Thank you for your letter of August 2, 1990 regarding the
notarized statement for the Hoh River Road claim. The statement
required by the Standard Specifications is included below.
Under penalty of law for perjury or falsification, the
undersigned. Jennifer Bruch. President of Bruch and Bruch
Construction, Inc. hereby certifies that the claim for extra
compensation and time, if any. made herein for work on this
contract is a true statement of the actual costs incurred and time
sought, and is fully documented and supported under the contract
between the parties.
DATED: August 8. 1990 ISI ~~ ~,~'
Subscd bed and sworn Before me this 9'''''- day of ~~
Notary Pub 1 ic f:ft:vt.U 9Ci~
My Comminsion Expire~~/~/9~
If 1 may be of further assistance please call me at 452-5388.
Sincerely,
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President
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362 (206) 452-5388
31 May 1990
JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS
PO BOX 1220
Port Townsend. WA 98368
HE(;~:. V ~i.
'JUN 05 1990
JEFFERSON COUNTY
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ATTENTION: Bruce Laurie
Dear Bruce:
SUBJECT: UPPER HOH RIVER ROAD CONTRACT NO. CRO 749
CLAIM FOR ADDITIONAL COMPENSATION
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Enclosed. please find the claim for additional compensation which
I discussed with you at our meeting in your office on May 1 . 1990
for the Upper Hoh River Road job. The following attachments are
provided as required by Section 1-09.11(2) of the 1988 Edition of
the Standard Specifications for Road. Bridge and Municipal
Construction:
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ATTACHMENT A - EQUIPMENT LIST WITH RATES
ATTACHMENT B - NARRATIVE FOR CLEARING AND GRUBBING
ATTACHMENT C - LABOR. EQUIPMENT AND MATERIALS LIST FOR
CLEARING AND GRUBBING
ATTACHMENT D - NARRATIVE FOR ROADWAY EXCAVATION
ATTACHMENT E - LABOR. EQUIPMENT AND MATERIALS LIST FOR
ROADWAY EXCAVATION
ATTACHMENT F - ROADWAY EXCAVATION QUANTITY SUMMARY
ATTACHMENT G - NARRATIVE FOR BORROW EXCAVATION
ATTACHMENT H BORROW EXCAVATION QUANTITY SUMMARY
ATTACHMENT I - NARRATIVE FOR CLAIM FOR ADDITIONAL BONDING
The claim for additional compensation is summarized as follows:
Mobilization (Additional Bonding) ........ $ 3.382.87
Clearin~ and Grubbing ................ .... $68.488.51
Roadway Excavation Including Haul........ $24.331.31
Borrow Excavation.................... .... S10.105.03
Total .................................... S108. 307.72
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If you have any questions please feel free to call .e at 452-5388.
~l:?relY/<L5~
~~ Bruch
Superintendent
1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK ..................................................$50.00{DAY
~965 TEREX 82-40AA 270 HP OIESEl OOZER WITH TILT BLAOE, ROPS. DRUM ............................... $85.00{HOUR
1965 WABCO 440120 HP OIESEl GRADER WITH 12' BlAOE, EROPS AND SCARIFIER ...........................$55.00{HOUR
1968 ALLIS CHAL~ERS HD-6 80 HP DIESEL DOZER WITH ROPS AND DRUM ................................... .$50.00{HOUR
1969 ALLIS CHALMERS 260 .25 HP DIESEL SCRAPER WITH ROPS ...........................................$85.00{HooR
1969 PETERBUIlT 290 HP OIESEl 3500 GAL WATER TRUCK ...............................................$200.00{DAY
1970 MICHIGAN 125 205HPDIESEL LOAOER WInI 3.5 CY BUCKET ANO EROPS ................................$65.00IHooR 65.00
1973 AlLIS-CHALMERS HD-12G 185 HP OSl TRACK LOR WITH 4 CY BUCKET. ROPS ANO RIPPER .................$75.00{HooR 75.00
1974 TEREX TITAN 3305350 HP OSL 30 CY ooMP TRUCK .................................................$85.00IHooR 85.00
1915 ItlSlEY 1500 230 HP DIESel EXCAVATOR WITH 2 CY BUCKET. THUIlll AND ROPS ........................ .$90.00{HOUR 90.00
1971 CHAlIPION 740A 210 HP DIESEL GRAOER HITH 14' BLADE. EROPS. REAR RIPPER AND PUSH 8lOCK ........ .$70.00IHOUR 10.00
1918 CASE 850883 HP DIESEL DOZER WITH BRUSH RAKE. 6 WAY BLADE. ROPS AND DRUIl .....................$55.00{HooR 55.00
19B7 INTERNATIONAL TD-8E 80 HP DIESEL OOZER WITH BRUSH RAKE, 6 HAY BLADE. ROPS AND DRUM ...........$55.00IHooR 55.00
1919 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR WITH 2 CY BUCKET. THUIl8 AND ROPS ..................$105.00IHooR 105.00
1988 JOHN DEERE J0892DLl 195 HP DIESn EXCAVATOR HITH 1. 75 CY BUCKET. THUIl8 ANDROPS ............ .$105.00IHooiV~ 105.00
FIRE FANS (2 EA) ........ ........... ............ .................... ..... .... ...... .... ... .... .... .$30.00{DAY
FIRE TRAilER 500 GAL WITH 5 HP PUMP ....... .................... ..... .......... ..... .... .......... ..$50.00{DAY
FORKS S&G TRUCK 10 CY ...... ....... ......... ....... ...................... ..... ... ................ ..$62.02IHooR
JANES TRUCKING 10 CY ........... .... .............. ............... ........ .......... .............. ..$62.02IHooR
. 1 - 1912 KENWORTH 370 HP OIESEL 10 CY ooMP TRUCK ................................................$50'00{HooR
. 2 - 1973 INTERHATlOHAl,430 HP DSl 10 CY DMP TRK ............ ....... ..... ...... .... .......... ..... .$50.00IHOUR
.10 - 1971 KENWORTH 350 HP DIESEL 10 CY OUMP TRUCK ................................................$50.00{HooR
FORKS S&G TRUCK 10 CY WITH 8 CY TRAILER ...........................................................$72.02{HooR
JANES TRUCKING 10 CY HITH S CY TRAILER.......... ............ ............ ......... ............... ..$72.02/HooR
. 1 - 1972 KENWORTH 370 HP OIESEL 10 CY oollP TRUCK WITH B CY TRAILER ..............................$60.00IHooR
. 2 - 1913 INTERHATIONAL 430 HP OSl10 CV DMP TRK HITH 8 CV TRAILER ...............................$60.00{HooR
.10 - 1911 KENWORTH 350 HP DIESEL 10 CY OUMP TRUCK WITH 8 CY TRAilER ..............................$60.00{HooR
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ATTACHMENT A - EOUIPMENT LIST HITH RATES
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55.00
50.00
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22.14 1.42
22.50 1.42
22.14 1.42
22.50 1.42
22.50 1.42
22.50 1.42
21.87 1.42
22.50 1.42
22.50 1.42
22.14 1.42
22:14 1.42
22.50 1.42
22.50 1.42
21.49 1.42
21.49 1.42
21.49 1.42
21.49 1.42
21.49 1.42
21.70 1.42
21.10 1.42
21.10 1.42
21. 70 1.42
21. 70 1.42
62.02
62.02
50.00
50.00
50.00
72.02
72.02
60.00
60.00
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ATTACHMENT B - BRUCH AND BRUCH CLAIM FOR UPPER HOH RIVER ROAD COMPENSATION
SUBJECT: UPPER HOH RIVER ROAD CLEARING AND GRUBBING COSTS
The controversy over the Clearing and Grubbing costs for the Upper
Hoh River Road is as follows:
Clearing stakes for the Upper Hoh River Road were set according to
plans and specifications at the beginning of the job. The average
clearing width on each side of the road was 15 feet. This was
well within the effective lifting reach of the 892 John Deere
excavator which was rented for the job. On June 7. 1989. Lynn
Bruch received Change Order Number 1 indicating that the clearing
width was to be increased on each side of the road and extended to
include the stream which flowed along part of the project.
Compensation for this work was to be paid at the contract unit
price for the Clearing and Grubbing bid item. At that time Mr.
Bruch requested an evaluation of the unit price with a view toward
raising the cost per acre. Mr. Ed Berschinski told Mr. Bruch that
no price adjustment would be considered because clearing and
grubbing was not a major contract item.
When Mr. Bruch bid the job the 7.5 feet of the 15 foot average
width closest to the road was covered with grass and debris from
nearby logging operations. The other 7.5 feet of the area to be
cleared contained heavy timber. stumps and ground clutter. The
unit price of S5340/ACRE was arrived at as the price per acre for
performing both the easy and difficult clearing and grubbing. All
of the 10 additional feet of clearing and grubbing added to each
side of the road consisted of the heavy timber, stumps and ground
Cover. The job now consisted of 7.5 feet of easy clearing and
17.5 feet of difficult clearing. This work required the USe qf
the equipment for a longer period of time to remove the material
as well as a significant increase in the amount of debris to be
hauled away and burned. The efficiency of the 892 John Deere
excavator was greatly reduced because the additional width reduced
its lifting capacity by 47% resulting in slower production. The
volume of material which had to be bauled away and burned more
than doubled.
The final Clearing and Grubbing acreage was agreed on after a
computer analysis of the clearod area was presented to Bruce
Laurie, project coordinator for Jefferson County. on March 5,
1990. Mr. Laurie felt that a decrease in the cost per acre would
bo appropriate because Bruch and Bruch already had their equipment
in position.
Since Bruch and Bruch and Jefferson County can not resolve the
dispute through negotiations it is now necessary for Bruch and
Bruch to notify the county that a claim for additional
compensation is being made. The attached cost breakdown presents
tho costs nctually incurred for the clearing nnd grubbing on tho
Uppor Hob River Road project and shows a total cost of
$121,354.51. Tbe nmount pnid to date is $52,666.00. The aMount
of claim is $6B,488.51.
5/31/90
ATTACHMENT B PAGE 1
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UTACHMENT C - BRUCH AND BRUCH CLAIM FOR HOH RIVER ROAD COMPENSATION
DATE
WORK
ITEM
==========================================================================================================================================
OPERATOR/ EQUIP RENTAL RENTAL
HORKER HOURS RA TE HRS x
EOUIPMENT
DESCRIPTION
WORK
PERFORMED
06/19/89 CLEAR/GRUB FIREWATCH JOHN 4
06/19/89 CLEAR/GRUB FOREMAN KURT 8.5
06/19/89 CLEAR/GRUB LABORER BIll 4
06/19/89 CLEAR/GRUB 1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK STANDBY FIRE PROTECT C $~
06/19/89 CLEAR/GRUB 1973 ALLIS-CHALMERS HD-12G 185 HP DSL TRACK LOR CLEAR BURN SITE BILL 3 $39.35 $1
06/19/89 CLEAR/GRUB 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR CLEAR BURN SITE KURT 6 $64. B5 $31
06/19/B9 CLEAR/GRUB 1987 INTERNATIONAL TD-8E BO HP DI ESEL DOZER CLEAR BURN SITE BIll 3 $22.72 $1
06/19/B9 CLEAR/GRUB 1988 JOHN DEERE JD892DLL 195 HP DIESEL EXCAVATOR BUNCH BRUSH GARY 10 $64.B5 $61
06/19/89 CLEAR/GRUB 500 GAL FIRE TRAILER STANDBY DAILY RATE STANDBY AT BURN SITE 0 $1
====================================================================================================================::===================
$1.3:
========================================================================::====1:==========================================================::
06/20/89 CLEAR/GRUB FIREWATCH TOM 7
06/20/89 CLEAR/GRU8 FOREMAN KURT 8.5
06/20/89 CLEAR/GRU8 LABORER BILL 4.5
06/20/B9 CLEAR/GRUB 1942 INTERNATIONAL 120 HP GAS SOD GAL FIRE TRUCK STANDBY FIRE PROTECT 0 $!
06/20/89 CLEAR/GRUB 1973 ALLIS-CHALMERS HD-12G 185 HP DSL TRACK LOR PUSH MUD OFF HAUL RD BRIAN 1 $39.35 $3
06/20/89 CLEAR/GRUB 1974 TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK HAUL CLEARING DEBRIS SHAWN 3 $48.49 $14
06/20/89 CLEAR/GRUB 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR CLEAR/LOAD DEBRIS KURT 5 $64.85 $32
06/20/B9 CLEAR/GRUB 19B7 INTERNATIONAL TO-BE 80 HP DIESEL DOZER CLEAR BURN SITE BILL 8 $22.72 $18
06/20/B9 CLEAR/GRUB 19B8 JOHN DEERE JD892DLL 195 HP DIESEL EXCAVATOR TEND BURNING PILE GARY 12.5 $64.85 $81
06/20/89 CLEAR/GRUB 500 GAL FIRE TRAILER STANDBY DAILY RATE STANDBY AT BURN SITE 0 $5
06/20/B9 CLEAR/GRUB JAMES TRUCKING 10 CY HAUL PIT RUN RANDY 5.5 $29.35 $16
06/20/B9 CLEAR/GRUB JAMES TRUCKING 10 CY HAUL PIT RUN RANDY 5.5 $29.35 $16
06/20/B9 CLEAR/GRUB JAMES TRUCKING 10 CY HAUL PIT RUN RANDY 5.5 $29.35 $16
===================================================================_===::a.c===:n:cr:=C=====Ir==================c===============================
$2,OB
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06/21/89 CLEAR/GRUB
06/21/B9 CLEAR/ORUB
D6/21/B9 ClEAR/GRUB
06/21/89 CLEAR/GRUB
D6/21/89 CLEAR/GRUB
06/21/89 ClEAR/GRUB
06/21/89 CLEAR/GRUB
06/21/89 CLEAR/GRUB
06/21/B9 CLEAR/GRUB
06/21/89 CLEAR/GRUB
06/21/89 CLEAR/GRUB
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1965 WABCO UO 120 HP DIESEL GRADER
1973 ALLIS-CHALMERS HD-12G lB5 HP DSL TRACK LDR
1974 TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK
1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
1987 INTERNATIONAL TO-8E 80 HP DIESEL DOZER
1988 JOHN DEERE JD892Dll 195 HP DIESEL EXCAVATOR
2 EA FIRE FANS DAILY RATE
SOD GAL FIRE TRAILER STANDBY DAILY RATE
FIREWATCH
LABORER
STANDBY FIRE PROTECT
CLEAN ROAD
BURN SITE
HAUL CLEARING DEBRIS
CLEAR/LOAD DEBRIS
CLEAN UP TO HOE
BURN SITE
FAN FIRES AT BURN SI
STANOBY AT BURN SITE
TOM
BIlL
KURT
BIll
SHAWN
KURT
BILL
GARY
7
2
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0.5
2
12
12
8
12
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$22.35
$39.35
$'8.49
$64.85
$22.72
$64.85
$51
$1
$71
$58
$771
$18
$771
531
551
............................................................................................................................................:
$2,5'1
...................................................................c.......................................................................1
06/22/89 CLEAR/GRUB
06/22/U CLEAR/GRUB
06/22/89 CLEAR/GRUB
06/22/89 CLEAR/GRUB
06/22/U CLEAR/GRUB
5/31/10
FIRENATCH
FOREMAN
LABORER
1142 INTERNATIONAL 120 HP GAS 500 GAL FI,RE TRUCK STANDBY FIRE PROTECT
1965 WA8CO UO 120 HP DIESEL GRADER CLEAN ROAO
TON
KURT
BILL
KURT
11.5
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$51
$11
ATTACHMENT C . PAGE 1
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ATTACHMENT C - BRUCH AND BRUCH CLAIM FOR HOH RIVER ROAD COMPENSATION
DATE WORK
ITEM
06/22/B9 CLEAR/GRUB
06/22/89 CLEAR/GRUB
06/22/89 CLEAR/GRUB
06/22/89 CLEAR/GRUB
06/22/89 CLEAR/GRUB
06/22/89 CLEAR/GRUB
EQU I PMENT
DESCRIPTION
1974 TEREX TITAN 3305 350 HP OSL 30 CY DUMP TRUCK
1979 BUCYRUS ERIE 325H 205 HP OIESEL EXCAVATOR
1987 INTERNATIONAL TO-8E BO HP DIESEL DOZER
1988 JOHN DEERE J08920LL 195 HP DIESEL EXCAVATOR
2 EA FIRE FANS DAILY RATE
500 GAL FIRE TRAILER STAIIOBY DAILY RATE
WORK
PERFORMED
HAUL CLEARING DEBRIS
CLEAR/LOAD DEBRIS
CLEAN UP TO HOE
BURN SITE
FAN FIRES AT BURN SI
STANDBY AT BURN SITE
OPERATOR/ EQUIP
WORKER HOURS
SHAWN 12
KURT 12
BILL 8
GARY 12
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RATE HRS x
$4B .49 $51
$64.85 $7
$22.72 $11
$64.85 $7
$:
$
=======================================================================================================================================::==:
$2.4,
==========================================================================::===============================================================:
06/23/B9 CLEAR/GRUB
06/23/89 CLEAR/GRUB
06/23/89 CLEAR/GRUB
06/23/89 CLEAR/GRUB
06/23/B9 CLEAR/GRUB
06/23/89 CLEAR/GRUB
06/23/89 CLEAR/GRUB
06/23/89 CLEAR/CRUB
06/23/89 CLEAR/GRUB
06/23/89 CLEAR/GRUB
06/23/89 CLEAR/GRUB
06/23/B9 CLEAR/GRUB
06/23/B9 CLEAR/GRUB
06/23/99 CLEAR/GRUD
06/23/99 CLEAR/GRUB
06/23/99 CLEAR/GRUB
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1965 WABCO 440 120 HP DIESEL GRADER
1973 ALLIS-CHALMERS HD-12G 195 HP DSL TRACK LOR
1974 TEREX TlTAf/ 3305 350 HP DSL 30 CY DUMP TRUCK
1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
1997 INTERNATIONAL TO-BE 90 HP DIESEL DOZER
19S9 JOHN DEERE JDS92DLL 195 HP DIESEL EXCAVATOR
2 EA FIRE FANS DAILY RATE
500 GAL FIRE TRAILER STANDBY DAILY RATE
JAMES TRUCKING 10 CY
JAMES TRUCKING 10 CY
JAMES TRUCKING 10 CY
FIREWATCH
FIREWATCH
FOREMAN
LABORER
STANDBY FIRE PROTECT
CLEAN ROAD
LOAD PIT RUN
HAUL CLEARING DEBRIS
CLEAR/LOAD DEBRIS
SPREAD ROCK/BURNS ITE
9URN SITE
FAN FIRES AT BURN SI
STANDBY AT BURN SITE
HAUL PIT RUN
HAUL PIT RUN
HAUL PIT RUN
JOHN
TOM
KURT
BILL
KURT
DRIVERS
SHAWN
KURT
BILL
GARY
9RIAN
PETE
6
13.5
2
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4
9
9
9
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6
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$22.35
$39.35
$49.49
$64.95
$22.72
$64. B5
$!
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$1!
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$51
$11
$51
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$29.35
$29.35
$29.35
=========cc::==============================================;r======================I:===Z:=========Z:===========================================
$2.6'
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06/26/S9 CLEAR/GRUB F I REWA TCH TO" 12
06/26/99 CLEAR/GRUB LASDRER SILL 6
06/26/S9 CLEAR/GRUB 1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK STANDBY FIRE PROTECT 0 S!
06/26/99 CLEAR/GRUB 1965 WABCO 440 120 HP DIESEL GRADER CLEAN OFF ROAD KURT 0.5 $22.35 $1
06/26/B9 CLEAR/GRUS 1969 PETERSUILT 290 HP DIESEl 3500 GAL WATER TRUCK STANDBY AT BURN SITE 24 $9.33 $1!
06/26/B9 CLEAR/GRUS 1974 TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK HAUL CLEARING DEBRIS SHAWN 12 $4B.19 $51
06/26/S9 CLEAR/GRUB 1919 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR CLEAR/LOAD DEBRIS KURT 12 $64.85 $71
06/26/99 CLEAR/GRUB 19B1 INTERNATIONAL TD-SE SO HP DIESEL DOZER CLEAN UP TO HOE SILL 6 $22.72 $1:
06/26/B9 CLEAR/GRUB 19S9 JOHN DEERE JD892DLL 195 HP DIESEL EXCAVATOR BURN SITE DARY 12 $64.85 $71
0 06/26/99 CLEAR/GRUS 2 EA FIRE FANS DAILY RATE FAN FIRES AT BURN SI 0 $:
06/26/B9 CLEAR/DRUB 500 GAL FIRE TRAILER STANDBY DAILY RATE STANDBY AT BURN SITE 0 $!
..I'.......................................=..........r:....................:......Inl..........=..................,..II.......................XI
$2.61
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06/27/S9 CLEAR/GRUB F IRENA TCH TOM 12
. 06/21/89 CLEAR/GRUS LABORER BILL B
06/21/SG CLEAR/GRUB 1m INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK STANDBY FIRE PROTECT 0 $1
06/21/U CLEAR/GRUB lG65 NABCO 440 120 HP DIESEL GRADER CLEAN OFF ROAD KURT 0.5 $22.35 $1
06/27/SG CLEAR/DRUS U69 PETERSUIL T 290 HP DIESEL 3500 GAL HATER TRUCK STANDBY AT BURN SITE 24 18.33 $11
06121/SG CLEAR/GRUB 1974 TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK HAUL CLEARING DEBRIS SHANN 12 $48.49 $51
5/31/GD ATTACHMENT C . PAGE 2
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ATTACHMENT C - BRUCH AND BRUCH CLAIM FOR HOH RIVER ROAD COMPENSATION
DATE WORK
ITEM
06/27/89 CLEAR/GRUB
06/27/89 CLEAR/GRUB
06/27/89 CLEAR/GRUB
06/27/89 CLEAR/GRUB
06/27/89 CLEAR/GRUB
EQU I PMEN T
DESCRIPTION
1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
1987 INTERNATIONAL TO-8E 80 HP DIESEL DOZER
19B8 JOHN OEERE JD892DLL 195 HP DIESEL EXCAVATOR
2 EA FIRE FANS DAILY RATE
500 GAL FIRE TRAILER STAND8Y DAILY RATE
HORK
PERFORMED
CLEAR/LOAD DE8RIS
CLEAN UP TO HOE
BURN PILE
FAN FIRES AT BURN SI
STAND8Y AT BURN SITE
OPERATOR/ EQUIP
WORKER HOURS
KURT 12
BILL 4
GARY 12
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RATE HRS x I
$64.85 $171
$22.72 $91
$64.85 $771
$31
$51
$2.571
..,
06/2B/89 CLEAR/GRUB F I REHATCH TOM 6
06/2B/B9 CLEAR/GRUB F I REHA TCH/LABORER RICK 12
06/2B/89 CLEAR/GRUB LABORER BILL 4.5
06/28/B9 CLEAR/GRUB 1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK STANDBY FIRE PROTECT 0 $51
06/2B/89 CLEAR/GRUB 1965 WABCO 440 120 HP DIESEL GRADER CLEAN UP ROAD KURT 0.5 $22.35 $1
06/28/B9 CLEAR/GRUB 1969 PETERBUILT 290 HP DIESEL 3500 GAL HATER TRUCK STANOBY AT BURN SITE 24 $8.33 $19'
D6/2B/89 CLEAR/GRUB 1974 TEREX TITAN 3305 350 HP DSL 3D CY DUMP TRUCK HAUL CLEARING DEBRIS SHAHN 12.5 $4B.49 $601
06/28/89 CLEAR/GRUB 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR CLEAR/LOAD OEBRIS KURT 12.5 $64.85 $811
06/28/B9 CLEAR/GRUB 1987 INTERNATIONAL TO-BE 80 HP DIESEL DOZER CLEAN UP TO HOE BILL 8 $22.72 $18
06/28/89 CLEAR/GRUB 19BB JOHN DEERE JD892DlL 195 HP DIESEL EXCAVATOR BURH SITE GARY 12.5 $64.85 $811
06/28/89 CLEAR/GRUB 2 EA FIRE FANS DAILY RATE FAN FIRES AT BURN SI 0 $31
06/2B/89 CLEAR/GRUB 500 GAL FIRE TRAILER STANDBY DAIl,Y RATE STANDBY AT BURN SITE 0 $51
===:=========================::=;;===========================::::==::==============================================::============================:
$2.751
===========================================================================================================================================
06/29/89 CLEAR/GRUB LABORER RICK 8.5
06/29/89 CLEAR/GRUB LABORER TOM 6
06/29/89 CLEAR/GRUB LABORER SHAWN 1.5
06/29/89 CLEAR/GRUB LABORER BILL 2
OS/29/B9 CLEAR/GRUB 1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK STANDBY FIRE PROTECT 0 $51
06/29/89 CLEAR/GRUB 1965 WABCD 440 120 HP DIESEL GRADER CLEAN OFF ROAD KURT 0.5 $22.35 $1
06/29/89 CLEAR/GRUB 1969 PETERBUILT 290 HP DIESEL 3500 GAL HATER TRUCK STANDBY AT BURN SITE 24 $8.33 $19'
06/29/89 CLEAR/GRUB 1969 PETERBUILT 290 HP DIESEL 3500 GAL HATER TRUCK HATER ROAD BRIAN 1.5 $27.42 $4
06/29/B9 CLEAR/GRUB 1973 ALLIS-CHALMERS HD-12G 185 HP DSL TRACK lOR LOAD ROCK/FIX PIT BILL 3 $39.35 $111
06/29/89 CLEAR/GRUB 1974 TEREX T I TAN 3305 350 HP DSL 3D CY DUMP TRUCK 3 LOADS P IT RUN BRIAN 3.5 $48.49 $16
OS/29/89 CLEAR/GRUB 1974 TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK HAUL CLEARING DEBRIS BRIAN 9 $4B.49 $431
OS/29/89 CLEAR/GRUB 1914 TEREX TITAN 3305 350 HP DSL 30 CY OUMP TRUCK HAUL CLEARING DEBRIS BRIAN 8 $48.49 $38
OS/29/B9 CLEAR/GRUB 1919 8UCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR CLEAR LOAD DEBRIS KURT 12 $54.85 $111
OS/29/B9 CLEAR/GRUB 1987 INTERNATIONAL TD-8E BO HP DIESEL DOZER CLEAN UP TO HOE BILL 8 $22.12 $18
OS/29/89 CLEAR/GRUB 198B JOHN DEERE JDB92DlL 195 HP DIESEL EXCAVATOR BURN SITE GARY 12 $64.85 $111
OS/29/B9 CLEAR/GRUB 198B JOHN DEERE JDB92DlL 195 HP DIESEL EXCAVATOR 010 OUT SOFT SPOTS KURT 2 $64.85 $12
OS/29/89 CLEAR/DRUB 2 EA FIRE FANS DAILY RATE FAN FIRES AT BURN SI 0 $31
OS/29/B9 CLEAR/GRUB 500 OAL FIRE TRAILER STANDBY DAILY RATE STANDBY AT BURN SITE 0 $5
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06/30/B9 CLEAR/DRUB
05/30/89 CLEAR/DRUB
05/30/89 CLEAR/DRUB
06/30/89 CLEAR/DRUB
FJREIlATCH
FIREllATCH/LABORER
L4lI0RER
1912 INTERNATIONAL 120 HP OAS 500 OAL FIRE TRUCK STANDBY FIRE PROTECT
TOM
RICK
BILL
5
11
1
o
$5
5/31/90
A TTACltMENT C - PAGE 3
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ATTACHMENT C - BRUCH AND BRUCH CLAIM FOR HDIf RIVER ROAD COMPENSATION
DATE WORK EQUIPMENT WORK OPERATOR/ EQUIP RENTAL RENTAL C
ITEM DESCR I PT I ON PERFORMED WORKER HOURS RATE HRS x R
06/30/89 CLEAR/GRUB 1965 WA8CD 440 120 HP OIESEL GRADER GRADE 3100 KURT 1 $22.35 $22
06/30/89 CLEAR/GRUB 1969 PETER8UILT 290 HP DIESEL 3500 GAL WATER TRUCK STANOBY AT BURN SITE 24 $8.33 $199
06/30/89 CLEAR/GRUB 1969 PETERBUILT 290 HP OIESEL 3500 GAL WATER TRUCK WASH ROAD OFF SHAWN 2 $21.42 $54
06/30/89 CLEAR/GRUB 1913 ALLIS-CHALMERS HD-12G 185 HP DSL TRACK LOR LOAD PIT RUN BILL 3 $39.35 $118
06/3D/B9 CLEAR/GRUB 1914 TEREX TITAN 3305 3SD HP OSL 30 CY DUMP TRUCK 6 LOADS PIT RUN BRIAN 4 $4B.49 $193
06/30/89 CLEAR/GRUB 1914 TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK CLEAR/OIGOUT DEBRIS BRIAN 3 $48.49 $145
06/30/89 CLEAR/GRUB 1914 TEREX TITAN 3305 350 HP OSL 30 CY OUMP TRUCK HAUL CLEARING DEBRIS SHAWN S.S $4B.49 $266
06/30/89 CLEAR/GRUB 1919 BUCYRUS ERI E 32SH 205 HP DIESEL EXCAVATOR CLEAR/LOAD DEBRIS KURT 6 $64.8S $389
06/30/89 CLEAR/GRUB 1981 INTERNATIONAL TO-8E 80 HP DIESEL DOZER CLEAR UP TO HOE BILL 3 $22.72 $6B
06/30/89 CLEAR/GRUB 1988 JOHN DEERE JD892DLL 195 HP DIESEL EXCAVATOR BURN S ITE/O I GOUTS GARY 7 $6!.85 $453
06/30/89 CLEAR/GRU8 2 EA FIRE FANS DAILY RATE FAN FIRES AT BURN SI 0 $30
06/30/89 CLEAR/GRUB SOD GAL FIRE TRAILER STANOBY OAILY RATE STANDBY AT BURN SITE 0 $SO
$2,042
====::============================::==========================================================================::::::::::::::=::::::::::::::::::::::::::::::::::::::::::::::::
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07/05/89 CLEAR/GRUB
07/05/B9 CLEAR/GRUB
01/05/89 CLEAR/GRU8
01/05/89 CLEAR/GRU8
01/05/89 CLEAR/GRUB
01/05/89 CLEAR/GRUB
07/0S/89 CLEAR/GRUB
01/0S/89 CLEAR/GRUB
07/05/89 CLEAR/GRUB
01/05/89 CLEAR/GRUB
1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK
1969 PETER8UILT 290 HP DIESEL 3500 GAL WATER TRUCK
1914 TEREX TITAN 3305,350 HP DSL 30 CY DUMP TRUCK
1914 TEREX TITAN 3305 350 HP OSL 30 CY DUMP TRUCK
1919 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
1987 INTERNATIONAL TO-8E 80 HP DIESEL DOZER
1988 JOHN DEERE JDB92DLL 195 HP DIESEL EXCAVATOR
2 EA FIRE FANS DAILY RATE
500 GAL FIRE TRAILER STANDBY DAILY RATE
F I REWA TCH
STANDBY FIRE PROTECT
STANDBY AT BURN SITE
HAUL CLEARING DEBRIS
HAUL CLEARING DEBRIS
CLEAR/LOAD DEBRIS
CLEAN UP TO HOE
BURN SITE
FAN FIRES AT BURN 51
STANDBY AT BURN SITE
TOM
12
o
24
12
5
12
5.5
12
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$8.33
$48.49
$48.49
$64.B5
$22.72
$64.B5
$50
$199
$581
$242
$718
$124
$17B
$30
$50
BRIAN
BILL
KURT
BILL
GARY
, ,
i
========================================z::=======================================u========================::===================::==============
$2, B35
============================================================================================================~===============================
o
07/06/B9 CLEAR/GRUB FIREWATCH 70M 12
07/06/B9 CLEAR/GRUB F I REWA TCH JOHN 5.5
07/06/89 CLEAR/GRUB FOREMAN KURT 2.5
07/06/09 CLEAR/GRUB LABORER SHAWN 1
07/06/B9 CLEAR/GRUB LABORER BRIAN 1
07/06/89 CLEAR/GRUB 1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK STANDBY FIRE PROTECT 0 $50
07/06/B9 CLEAR/GRUB 1969 PETERBuILH9D HP DIESEL 3500 GAL WATER TRUCK STANDBY AT BURN SITE 24 S8.33 $199
07/06/B9 CLEAR/GRUB 1973 ALLIS-CHALMERS HD-12G lB5 HP DSL TRACK LOR LOAD P IT RUN ORIVERS 7 $39.35 $275
07/06/B9 CLEAR/GRUB 1974 TEREX TITAN 3305 350 HP DSL 3D CY DUMP TRuCK HAUL CLEARING DEBRIS SHAWN 11 $4B.49 $533
07/06/89 CLEAR/GRUB 1m TEREX TITAN 3305 350 HP DSL 30 CY DuMP TRUCK HAuL CLEARING DEBRIS BRIAN 11 $48.49 $533
07/06/B9 CLEAR/GRUB 1979 BuCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR CLEAR/LOAD DEBRIS KuRT 11 $64.85 $713
07/06/89 CLEAR/GRuB 1907 INTERNATIONAL TO-BE 80 HP OIESEL DOZER CLEAN UP TO HOE BILL 6 $22.72 $136
07/06/B9 CLEAR/GRUB 1987 INTERNATIONAL TO-BE 80 HP DIESEL DOZER SPREAD ROCK BILL 7 $22.72 $159
07/06/89 CLEAR/GRUB 19B8 JOHN OEERE JD892DLL 195 HP DIESEL EXCAVATOR TEND BURN PILE GARY 13 S6I. B5 $843
07/06/89 CLEAR/GRuB 2 EA FIRE FANS DAILY RATE FAN FIRES AT BuRN 51 0 $30
07/06/89 CLEAR/GRUB 500 GAL FIRE TRAILER STAN08Y DAILY RATE STANDBY AT BURN SITE 0 $50
07/06/89 CLEAR/GRUB JAMES TRuCKING 10 CY HAuL PIT RUN DRIVERS 7.5 $29.35 S220
07/o6/B9 CLEAR/GRUB JAMES TRUCKING 10 CY HAUL P IT RuN DRIVERS 7,5 $29.35 $220
07/06/09 CLEAR/GRUB JAMES TRUCKING 10 CY HAuL P IT RUN DRIVERS 7.5 $29.35 $220
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ATTACHMENT C - BRUCH AND BRUCH CLAIM FOR HOH RIVER ROAD COMPENSATION
DATE
WORK
ITEM
===:======================================================================================================================================:
07/07/89 CLEAR/GRUB
07/07/89 CLEAR/GRUB
07/07/89 CLEAR/GRUB
07/07/89 CLEAR/GRUB
07/07/89 CLEAR/GRUB
07/07/89 CLEAR/GRUB
07/07/89 CLEAR/GRUB
07/07/89 CLEAR/GRUB
07/07/89 CLEAR/GRUB
07/07/89 CLEAR/GRUB
07/07/89 CLEAR/GRUB
EQU I PMENT
DESCRIPTION
NORK
PERFORMED
OPERATOR/ EQUIP RENTAL RENTAL
WORKER HOURS RA TE HRS x
TOM
BILL
BRIAN
SHAWN
KURT
BILL
GARY
12
2
o
24
12
12
12
10
12
o
o
$8.33
$48.49
$48.49
$64" 85
$22" 72
$64.85
$!
$1!
$51
$5!
$71
$22
$7j
$l
$!
1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK
1969 PETEP.BUILT 290 HP DIESEL 3500 GAL WATER TRUCK
1974 TEREX TITAN 3305 3S0 HP OSL 30 CY DUMP TRUCK
1974 TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK
1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
1987 INTERNATIONAL TD-8E 80 HP DIESEL DOZER
1988 JOHN DEERE J08920LL 195 HP DIESEL EXCAVATOR
2 EA FIRE FANS DAILY RATE
500 GAL FIRE TRAILER STANDBY DAILY RATE
FI RENA TCH
LABORER
ST AH08Y FIRE PROTECT
STANDBY AT 8URN SITE
HAUL CLEARING DEBRIS
HAUL CLEARING DEBRIS
CLEAR/LOAD DEBRIS
CLEAN UP TO HOE
BURN SITE
FAN FIRES AT BURN SI
STANDBY AT 8URN SITE
=======ecc===c...===cZ:CIl::CC:lC==ZZ:=ICC==============================================================================================
CCCIr.c..If...Il.........all.c.IIl'........C...:Z.===r:============================================================================================
07/08/81 CLEAR/GRUB
07/08/81 CLEAR/GRUB
07/08/81 CLEAR/GRUB '
07/08/81 CLEAR/GRUB
01/08/81 CLEAR/GRUB
07/08/81 CLEAR/GRUB
07/08/81 CLEAR/GRUB
07/08/81 CLEAR/GRUB
07/08/81 CLEAR/GRUB
07/08/81 CLEAR/GRUB
07/08/81 CLEAR/GRUB
07/08/81 CLEAR/GRUB
w
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1142 INTERNA1IONAL 120 HP GAS 500 GAL FIRE TRUCK
1165 WABCO 440 120 HP DIESEL GRADER
1969 PE1ERSUILT 290 HP DIESEL 3500 GAL WATER TRUCK
11,. TERElC TITAN 3305 350 HP DSL 30 CY DUMP TRUCK
1174 TERElC TITAN 3305 350 HP DSL 3D CY DUMP TRUCK
1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
1987 INTERNA1IDNAL TO-8E 80 HP DIESEL DOZER
1988 JOHN DEERE J0892DLL 195 HP DIESEL EXCAVATOR
2 EA FIRE FANS DAILY RATE
SOD GAL FIRE TRAILER STANDBY DAILY RATE
FIRENATCH
lABORER
STANDBY FIRE PROTECT
GRADE HAUL ROAD
STANDBY AT BURN SITE
HAUL CLEARING DEBRIS
HAUL CLEARING DEBRIS
ClEAR/LOAD DE8RIS
CLEAN UP TO HOE
BURN SITE
FAN FI RES AT BURN SI
STANDBY AT BURN SITE
TOM
BIlL
BILL
SHAWN
BRIAN
KURT
BILL
GARY
$3.21
12
3.5
o
1
24
8
8
8
4
8
o
o
$22.35
$8.33
$48.49
$48.49
$64.85
$22.72
$64.85
$5
$:
$15
$3!
$31
$51
$5
$51
$3
$5
....Ke................ I.' ...... ... .......... ...............=..Ks::.==C:z=====================================================================
$2.25
....=......................................11...................lI'a..=.=====================================================================:=
,'\ 07/10/81 CLEAR/GRUB FIREWATCH TOIl 12
07/10/89 CLEAR/GRUB 1112 INTERNA1IDNAL 120 HP GAS SOD GAL FIRE TRUCK STANDBY FIRE PROTECT 0 $5
'--:, 07/10/89 CLEAR/GRUB 1965 WABCO 410 120 HP DIESEL GRADER CLEAN UP ROAD KURT 0.5 $22.3S $1
{ 07/10/89 mAR/GRUB 1119 PETERSUILT 290 HP DIESEl 3S00 GAL WATER TRUCK STANDBY AT BURN SITE 24 $8.33 $15
07/'0181 CLEAR/GRUB 117. TERElC TITAN 3105 150 HP DSL 30 CY DUMP TRUCK HAUL CLEARING DEBRIS SHAWN 12 $48.49 $58
OT/l0/89 CLEAR/GRUB 1114 TERElC TITAN 3105 150 HP DSL 30 CY DUNP TRUCK HAUL CLEARING DEBRIS BRIAN 12 $48.49 $SI
0 n7/10m CLEAR/GRUB 1179 8UCYRUS ERIE USH 2D& HP DIESEL ElCCAVATDR CLEAR/LOAD DEBRIS KURT 12 $6U5 $77
01/10/89 CLEAR/GRUB 1117 INTERNAT/OIIAL TD.IE 10 HP DIESEL OOZER CLEAN UP TO HOE BIlL 12 S22. T2 $2'
07/10/.1 CLEAR/GRUB 1911 JOHN DEERE JDtuDLL 115 HP DIESEL ElCCAVATDR BURN SITE GARY 12 $6US $77
0T/10m CLEAR/GRUB 2 EA FIRE FANS DAILY RATE FAN FIRES AT BURN 51 0 $1
07/10/.9 CLEAR/GRUB 500 GAL FIRE TRAILER STANDBy DAILY RATE STANDBY AT BURN SITE 0 $S
.......................................................................................II......c..C:..IC..:......:11..:1::==.11'..................
$3.33
.
.................................. ......... ..,................. ..........................U..IlI..lIlnr........c...II'...........................
01/11/81 CLEAR/GRUB FIREWATCH TOM 12
\ 0T/1t/8I CLEAR/GRUB FOREl4AN KURT 2
07/11/81 CLEAR/GRUB LABORER TOM T
S/31/90
ATTACHMENT C - PAGE S
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ATTACHMENT C - BRUCH AND BRUCH CLAIM FOR HOH RIVER ROAD COMPENSATION
DATE WORK EQUIPMENT WORK OPERA TOR/ EQU I P RENTAL RENTAL
ITEM DESCRIPTION PERFORMED HDRKER HOURS RATE HRS x
07/11/B9 CLEAR/GRUB LABORER SHAWN 2
07/11/89 CLEAR/GRUB POWDER MAN DAN 9.5
07/11/B9 CLEAR/GRUB 1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK STANDBY FIRE PROTECT 0 $S
07/ l1/B 9 CLEAR/GRUB 1965 HABCO 440 120 HP DIESEL GRADER GRADE ROAD KURT 1 $22.35 $2
07/11/B9 CLEAR/GRUB 1969 PETERBUILT 290 HP DIESEL 3500 GAL WATER TRUCK STANDBY AT BURN SITE 24 $B.33 $19
07/11/89 CLEAR/GRUB 1974 TEREX TITAN 3305 350 HP OSL 3D CY DUMP TRUCK HAUL CLEARING DEBRIS SHAWN 9 $48.49 $43
07/11/B9 CLEAR/GRUB 1974 TEREX TITAN 3305 350 HP OSL 3D CY DUMP TRUCK HAUL CLEARING DEBRIS BRIAN 9 $4B.49 $43
07/11/B9 CLEAR/GRUB 1974 TEREX TITAN 3305 350 HP OSL 3D CY DUMP TRUCK HAUL CLEARING DEBRIS SHAWN 9 $4B.49 $43
07/11/B9 CLEAR/GRUB 197B CASE 850B B3 HP DIESEL DOZER CLEAN UP TO HOE BILL 4.5 $22.72 $10
07/11/89 CLEAR/GRUB 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR CLEAR/LOAD DEBRIS KURT 9 $64.85 $5B
07/11/B9 CLEAR/GRUB 1987 INTERNATIONAL TO-BE 80 HP DIESEL DDIER CLEAN UP TO HOE BILL 4.5 $2t 72 $10
07/11/89 CLEAR/GRUB 1988 JOHN DEERE JD892DLL 195 HP DIESEL EXCAVATOR BURN SITE GARY 9 $64.85 $58
07/11/89 CLEAR/GRUB 2 EA FIRE FANS DAILY RATE FAN FIRES AT BURN SI 0 $3
07/11/89 CLEAR/GRUB 500 GAL FIRE TRAILER STANDBY DAILY RATE STANDBY AT BURN, SITE 0 $5
===========================================================================================================================================
$3,03
===================================================================================================================::l=======================
W
u
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07/12/B9 CLEAR/GRUB
07/12/89 CLEAR/GRUB
07/12/89 CLEAR/GRUB
07/12/B9 CLEAR/GRUB
07/12/B9 CLEAR/GRUB
07/12/89 CLEAR/GRUB
07/12/89 CLEAR/GRUB
07/12/89 CLEAR/GRUB
07/12/B9 CLEAR/GRUB
07/12/89 CLEAR/GRUB
07/12/89 CLEAR/GRUB
1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK
1965 WABCO 440 120 HP DIESEL GRADER
1969 PETERBUILT 290 HP DIESEL 3500 GAL WATER TRUCK
1974 TEREX TITAN 3305 350 HP OSL 30 CY DUMP TRUCK
1974 TEREX TITAN 3305 350 HP OSL 30 CY DUMP TRUCK
1978 CASE 850B 83 HP OIESEL DOIER
1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
1988 JOHN DEERE JD892DLL 195 HP DIESEL EXCAVATOR
2 EA FIRE FANS DAILY RATE
500 GAL FIRE TRAILER STANDBY DAILY RATE
FIREWATCH
STAND8Y FIRE PROTECT
GRADE HAUL RO
STANDBY AT BURN SITE
HAUL CLEARING DEBRIS
HAUL CLEARING DEBRIS
CLEAN UP TO HOE
CLEAR/LOAD DEBRIS
BURN SITE
FAN FIRES AT BURN SI
STANDBY AT BURN SITE
TOM
12
o
1
24
12
6
11.5
12.5
12
o
o
$22.35
$B.33
$4B.49
$4B .49
$22.T2
$64.85
$64.85
$5
$2
$19
$58
$29
$26
$81
$77
$3
$5
BILL
SHAWN
BRIAN
BILL
KURT
GARY
=========================::r=======================================================1:::========================================================
$3,07
================================a:============a=============================================================================================
r\ 07/13/89 CLEAR/GRUB FIREHATCH TOM 12
07/13/89 CLEAR/GRUB LA80RER BILL 1
07/13/89 CLEAR/GRUB 1912 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK STANDBY FIRE PROTECT 0 $5
....._~"".... 07/13/89 CLEAR/GRUB 1965 WABCO 440 12G HP DIESEL GRADER GRADE/CLEAN HAUL RD BILL 1 $22.35 $2
07/13/89 CLEAR/GRUB 1969 PETERBUILT 29G HP DIESEL 35GO GAL WATER TRUCK STANDBY AT BURN SITE 24 $B.33 $19
07/13/89 CLEAR/GRUB 1974 TEREX TITAN 3305 35G HP OSL 3D CY DUMP TRUCK HAUL CLEARING DEBRIS SHAWN 12 $48.49 $58
0 07/13/89 CLEAR/GRUB 1974 TEREK TITAN 3305 350 HP OSL 3D CV DUMP TRUCK HAUL CLEARING DEBRIS BRIAN 12 $48.49 $5B
07/13/89 CLEAR/GRUB 1978 CASE 8500 83 HP DIESEL OGIER CLEAN UP TO HOE BILL 9 $22.72 $20
07/13/89 CLEAR/GRUB 1m BUCYRUS ERIE 325H 205 HP DIESEL EKCAVATOR CLEAR/LOAD DEBRIS KUURT 12 $64.85 $T7
07/13/89 CLEAR/GRUB 1988 JOHN DEERE J0892DLL 195 HP DIESEL EKCAVATOR BURN SITE GARY 12 $64.85 $71
07/13/89 CLEAR/GRUB 2 EA FIRE FANS DAILY RATE FAN FIRES AT BURN SI 0 $3
07/13/89 CLEAR/GRUB 500 GAL FIRE TRAILER STANOBV DAILY RATE STANDBY AT BURN SITE 0 $1
...................................................................................=..............................11........................
. $3.27
...................................................................................................rr.......................................
07/14/89 CLEAR/GRUB
01/14/89 CLEAR/GRUB
FlAEWA TCH
1U2 INTERNATIONAL 120 HP GAS 500 OAL FIRE TRUCK STANDBY FIRE PROTECT
TOM
12
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5/31/00
ATTACHMENT C - PAGE 6
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ATTACHMENT C - BRUCH AND BRUCH CLAIM FOR HOH RIVER ROAD COMPENSATION
DATE WORK
ITEM
07/14/B9 CLEAR/GRUB
07/14/B9 CLEAR/GRUB
07/14/B9 CLEAR/GRUB
07/14/89 CLEAR/GRUB
07/14/89 CLEAR/GRUB
07/14/89 CLEAR/GRUB
07/14/89 CLEAR/GRUB
07/14/B9 CLEAR/GRUB
07/14/89 CLEAR/GRUB
EQU I PMENT
DESCRIPTION
1965 WABCO 440 120 HP DIESEL GRADER
1969 PETER8UILT 290 HP DIESEL 3500 GAL WATER TRUCK
1974 TEREX TITAN 3305 350 tiP DSL 3D CY DUMP TRUCK
1974 TEREX TITAN 3305 350 HP OSL 30 CY DUMP TRUCK
197B CASE 850B 83 HP DIESEL DOZER
1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
198B JOHN DEERE JD8920LL 195 HP DIESEL EXCAVATOR
2 EA FIRE FANS DAILY RATE
500 GAL FIRE TRAILER STANDBY DAILY RATE
WORK
PERFORMED
GRADE HAUL ROAD
STANDBY AT BURN SITE
HAUL CLEARING DEBRIS
HAUL CLEARING DEBRIS
CLEAN UP TO HOE
CLEAR/LOAD DEBRIS
BURN SITE
FAN FIRES AT BURN SI
STANDBY AT BURN SITE
OPERA TOR/ EQU I P
WORKER HOURS
8ILL 1
24
8
8
6.5
8
8
o
o
SHAWN
BRIAN
BILL
KURT
GARY
..
RENTAL RENTAL CI
RATE HRS x R,
$22.35 $22
$8.33 $199
$48.49 $3B7
$48.49 $387
$22.72 $147
$64.85 $518
$64.B5 $518
$30
$50
:::==========================================================================================================================================
$2,313
============================================================================================================================================
07/17/89 CLEAR/GRUB
07/17/89 CLEAR/GRUB
07/17/89 CLEAR/GRUB
07/17/89 CLEAR/GRUB
07/17/89 CLEAR/GRUB
07/17/89 CLEAR/GRUB
07/17/89 CLEAR/GRUB
07/17/89 CLEAR/GRUB
07/17/89 CLEAR/GRUB
07/17/89 CLEAR/GRUB
07/17/89 CLEAR/GRUB
1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK
1965 WABCO 440 120 HP DIESEL GRADER
1969 PETERBUILT 290 HP DIESEL 3500 GAL WATER TRUCK
1974 TEREX TITAN 3305 350 HP DSL 30 CV DUMP TRUCK
1974 TEREX TITAN 3305 350 HP OSL 30 CY DUMP TRUCK
197B CASE 850B 83 HP DIESEL DOZER
1979 8UCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
19BB JOHN DEERE JD8920LL 195 HP DIESEL EXCAVATOR
2 EA FIRE FANS DAILY RATE
500 GAL FIRE TRAILER STANDBY DAILY RATE
FIREWATCH
STANDBY FIRE PROTECT
CLEAN UP ROAD
STANDBY AT BURN SITE
HAUL CLEARING DEBRIS
HAUL CLEARING DEBRIS
CLEAN UP TO HOE
CLEAR/LOAD DEBRIS
BURN SITE
FAN FIRES AT BURN SI
STANDBY AT BURN SITE
TOM
BILL
SHAWN
BRIAN
BILL
KURT
GARY
12
o
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24
12
12
11
12
12
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$22.35
$8.33
$48.49
$48.49
$22.72
$64.85
$64.B5
$50
$22
$199
$581
$581
$249
$778
$778
130
150
==================================================================================================::=========================================
$3.322
=======================================z:==:=::=======11===========11========================================================================::
07/1 B/89 CLEAR/ORUB
07/18/89 CLEAR/GRUB
07/18/89 CLEAR/GRUB
07/18/89 CLEAR/GRUB
07/18/89 CLEAR/GRUB
07/18/89 CLEAR/GRUB
07/18/89 CLEAR/ORUB
07/18/89 CLEAR/GRUB
07/18/89 CLEAR/GRUB
07/18/89 CLEAR/GRUB
07/18/89 CLEAR/GRUB
1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK
1965 WABCO 440 120 HP DIESEL GRADER
1969 PETERBUILT 290 HP DIESEL 3500 OAL WATER TRUCK
1974 TEREX TITAN 3305 350 HP DSL 3D CV DUMP TRUCK
1974 TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK
1978 CASE 85DB 83 HP DIESEL DOZER
1979 BUCYRUS ERIE 32SH 205 HP DIESEL EXCAVATOR
19BB JOHN DEERE JD892DLL 195 NP DIESEL EXCAVATOR
2 EA FIRE FANS DAILY RATE
500 OAL FIRE TRAILER STANDBY DAILY RATE
F I REWA TCH
STANDBY FIRE PROTECT
CLEAN ROAD
STANDBY AT BURN SITE
HAUL CLEARING DEBRIS
HAUL CLEARING DEBRIS
CLEAN UP TO HOE
CLEAR/LOAD DEBRIS
BURN SITE
FAN FIRES AT BURN SI
STANDBY AT BURN SITE
TOM
BILL
BRIAN
SHAWN
BILL
KURT
GARY
12
o
1
24
10
12
11
12
12
o
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$22.35
$8.33
$48.49
$48.49
$22.72
$64.85
$64.B5
$50
$22
$199
$484
$581
$249
$771
$77!
$3(
15C
......................Il.u.............................1I....II........=.......a.......IUI....llllallc:..==...===..1I'...II.aC:Il===IlIl===II=====lIlZS:===1I1
$3.225
.................................................................C....c.........a.............llllu....a...IlIl.1I11.....III1:C..Il.CIl'.II..II..:.II:.Il&1
07mm CLEAR/ORUB FIREWATCH TOM 12
07/19180 CLEAR/GRUB 1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK STANDBY FIRE PROTECT 0
07/18/00 CLEAR/GRUB 10&5 WABCO UO 120 HP DIESEL GRADER CLEAN OFF ROAD BILL 1
07/18180 ClEAR/GRUB 1960 PETER8UILT 280 HP DIESEl 3500 OAL WATER TRUCK STANDBY AT BURN SITE 24
07mm CLEAR/ORUB 1m TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK HAUL CLEARING DEBRIS SHAWN 12
07/18/89 CLEAR/ORUB UT8 CASE 850B 83 HP DIESEL DOZER CLEAN UP TO HOE BILL 11.5
07/18180 CLEAR/GRUB 1078 OUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR CLEAR/LOAD DEBRIS KURT 12
07/19/88 CLEAR/GRUB 1088 JOHN DEERE JD882DLL 106 HP DIESEL EXCAVATOR BURN SITE GARY 12
6/31/90
$22.35
$8.33
$48.49
$22.72
$64.85
$61.85
$51
$2:
$19!
$581
$26
$771
$771
ATTACHMENT C - PAOE 7
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ATTACHMENT C - BRUCH AND BRUCH CLAIM FOR HOH RIVER ROAD COMPENSATION
DATE WORK
ITEM
01/19/B9 CLEAR/GRUB
01/19/B9 CLEAR/GRUB
EQUIPMENT
DESCRIPTION
2 EA FIRE FANS DAILY RATE
500 GAL FIRE TRAILER STANDBY DAILY RATE
WORK
PERFORMED
FAN FIRES AT BURN SI
STANDBY AT BURN SITE
-
OPERATOR/ EQUIP RENTAL
WORKER HOURS RATE
o
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HRS x
$3
$5
===========================================================================================================================================
$2.15
===========================================================================================================================================
01/20/B9 CLEAR/GRUB FIREWATCH TOM 12
01/20/B9 CLEAR/GRUB LABORER BILL 6
01/20/B9 CLEAR/GRUB 1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK STANDBY FIRE PROTECT 0 $5
01/20/B9 CLEAR/GRUB 1965 WABCO 440 120 HP DIESEL GRADER CLEAN ROAD BILL 1 $22.35 $2
01/2D/B9 CLEAR/GRUB 1969 PETERBUILT 290 HP DIESEL 3500 GAL HATER TRUCK STANDBY AT BURN SITE 24 $8.33 $19
01/20/89 CLEAR/GRUB 1914 TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK HAUL CLEARING DEBRIS SHAWN 12 $4B.49 $58
01/20/B9 CLEAR/GRUB 191B CASE B50B 83 HP DIESEL DOZER CLEAN UP TO HOE BILL 3 $22.12 $6
07/20/B9 CLEAR/GRUB 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR CLEAR/LOAD DEBRIS KURT 12 $64.85 $71
D7/20/B9 CLEAR/GRUB 19B8 JOHN DEERE JD892DLL 195 HP DIESEL EXCAVATOR BURN SITE GARY 12 $64.85 $77
07/20/89 CLEAR/GRU8 2 EA FIRE FANS DAILY RATE FAN FIRES AT BURN SI 0 $3
07/20/89 CLEAR/GRUB 500 GAL FIRE TRAILER STANDBY DAILY RATE STANDBY AT BURN SITE 0 $5
======================================================================================:=====================================================
$2,55
=============================:=============================================================================================================
01/21/89 CLEAR/GRU8
07/21/89 CLEAR/GRU8
07/21/B9 CLEAR/GRUB
07/21/89 CLEAR/GRUB
07/21/B9 CLEAR/GRUB
07/21/89 CLEAR/GRUB
07/21/B9 CLEAR/GRUB
07/21/B9 CLEAR/GRUB
07/21/89 CLEAR/GRUB
07/21/B9 CLEAR/GRUB
07/21/89 CLEAR/GRUB
1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK
1965 WA8CO 440 120 HP DIESEL GRADER
1969 PETERBUILT 290 HP DIESEL 3500 GAL HATER TRUCK
1974 TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK
1974 TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK
1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
1988 JOHN DEERE JD892DLL 195 HP DIESEL EXCAVATOR
2 EA FIRE FANS DAILY RATE
500 GAL FIRE TRAILER STANDBY DAILY RATE
FIREWATCH
LABORER
STANDBY FIRE PROTECT
CLEAR RD
STANDBY AT BURN SITE
HAUL CLEAR DEBRIS
HAUL CLEARING DEBRIS
CLEAR/LOAD DEBRIS
BURN S JTE
FAN FIRES AT BURN SI
STANDBY AT BUR,N SITE
TOM
BILL
12
4
o
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24
5
5
5
5
o
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$22.35
$8.33
$48.49
148.49
$64.85
$64.85
$5
$2
$19
$24
$24
$32
$32
$3
$S
BILL
8R IAN
SHAWN
KURT
GARY
==================================z:==================================================:======================11=========================11====
$1.48
====C==.II:================I:===1I1:11=1I================================lI:II'=.lIll::II::ZI1I:an:nr.=========================..====II===.l:C==lIall:IUZ==CIl==:ur==
07/22/89 CLEAR/GRUB
07/22/B9 CLEAR/GRUB
07/22/89 CLEAR/GRUB
07/22/B9 CLEAR/GRUB
07/22/B9 CLEAR/GRUB
07/22/89 CLEAR/GRUB
1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK
1969 PETERBUILT 290 HP DIESEL 3500 GAL HATER TRUCK
2 EA FIRE FANS DAILY RATE
500 GAL FIRE TRAILER STANDBY DAILY RATE
FOREMAN
LABORER
STANDBY FIRE PROTECT
STANDBY AT BURN SITE
FAN FIRES AT BURN SI
STANDBY AT BURN SITE
KURT
SHAWN
5
3
o
24
o
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$8.33
$5
$19
$3
$5
................II.II.........II..I:II.........llIr=.'lI'II.II...11.......11...........11..............11..................................1111...............
$32
.......11..........................11................11............................11.............:.............................................
07/24/89 CLEAR/GRUB 1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK STANDBY FIRE PROTECT 0 $5
07/24/09 CLEAR/GRUB 1969 PETERBUILT 290 HP DIESEL 3500 GAL HATER TRUCK STANDBY AT BURN SITE 21 $8.33 $19
07/24/U CLEAR/GRUB 1974 TEREX TITAN 3305 350 HP DSL 30 CY DUNP TRUCK HAUL CLEAR DEBRIS SHAWN 2 $48.49 t9
07/24/B9 CLEAR/GRUB 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR CLEAR/LOAD DEBRIS KURT 3 $64.85 $19
07/24/89 CLEAR/GRUB 19B8 JOHN DEERE JD8920LL 195 HP DIESEL EXCAVATOR BURN SITE GARY 10 $64.85 $64
5/31/90
ATTACHMENT C - PAGE 8
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ITEM
07/24/89 CLEAR/GRUB
07/24/89 CLEAR/GRUB
EQUIPMENT
DESCRIPTION
2 EA FIRE FANS DAILY RATE
500 GAL FIRE TRAILER STANDBY DAILY RATE
WORK
PERFORMED
FAN FIRES AT BURN SI
STANDBY AT BURN SITE
OPERATOR/ EQUIP RENTAL
WORKER HOURS RATE
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===========================================================================================================================================
$1.2/
===========================:::===============================================================================================================
07/25/89 CLEAR/GRUB
07/25/89 CLEAR/GRUB
07/25/89 CLEAR/GRUB
07/25/89 CLEAR/GRUB
07/25/89 CLEAR/GRUB
07/25/B9 CLEAR/GRUB
07/25/B9 CLEAR/GRUB
07/25/89 CLEAR/GRUB
1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK
1965 TEREX 82-40AA 270 HP DIESEL DOZER
1965 WABCO 440 120 HP DIESEL GRADER
1969 PETERBUILT 290 HP DIESEL 3500 GAL HATER TRUCK
1978 CASE 850B 83 HPDIESEL DOZER
19B8 JOHN DEERE JD892DLL 195 HP DIESEL EXCAVATOR
2 EA FIRE FANS DAILY RATE
500 GAL FIRE TRAILER STANDBY DAILY RATE
STANDBY FIRE PROTECT
WASTE SITE
GRADE HAUL ROAD
STANDBY AT BURN SITE
WASTE SITE
BURN SITE
FAN FIRES AT BURN SI
STANDBY AT BURN SITE
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4
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$22.35
$8.33
$22.72
$64.85
$!
$!
$~
$1!
$14
$2!
$3
$S
GARY
GARY
============================================================================================================::====::t:==================t:::====
$B5
============================================================================================================::::==::::::===::::===============::==:
07/26/B9 CLEAR/GRUB LABORER DAN 3
07/26/89 CLEAR/GRUB 1942 INTERNATIONAL 120 HP GAS 500 GAL FIRE TRUCK STANDBY FIRE PROTECT 0 $5
07/26/B9 CLEAR/GRUB 1965 TEREX BHOAA 270 HP DIESEL DOZER PUSH OFF BURNSITE DAN 3 $48.22 $14
07/26/89 CLEAR/GRUB 1969 PETERBUILT 290 HP DIESEL 3500 GAL WATER TRUCK STANDBY AT BURN SITE 24 $B.33 $19
07/26/89 CLEAR/GRUB 19B8 JOHN DEERE JD892DLL 195 HP DIESEL EKCAVATDR BURN S lIE GARY B $64.85 $51
07/26/G9 CLEAR/GRUB 2 EA FIRE FANS DAILY RATE FAN FIRES AT BURN SI 0 $3
07/26/B9 CLEAR/GRUB 500 GAL FIRE TRAILER STANDBY DAILY RATE STANDBY AT BURN SITE 0 $5
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MARKUP RATE ALLOWED PER SECTION 1-09.6
PLUS MARKUP
$6B,74'
$10,31
$79,05'
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ATTACIlMENT C . PAGE I
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ATTACHMENT D - BRUCH AND BRUCH CLAIM FOR UPPER HOII RIVER ROAD COMPENSATION
UPPER HOII ROAD ROADWAY EXCAVATION AND UNSUITABLE MATERIAL
The controversy over
material is as follows.
roadway excavation and
unsuitable
The contract plans and specifications assume that the
excavated material from the roadway (roadway excavation) will be
used to construct the embankments needed on the project. Bruch
and Bruch (B&B) bid the job with this in mind and planned on
moving the excavated material to the embankments using a scraper
and dozer. The contract plans and specifications made provision
for the disposal of 2000 CY of unsuitable foundation excavation
including haul. As the roadway was excavated it became apparent
that approximately 50% of the material was unusable. On or about
August 7.1989 the inspector. Ralph lIeitt, directed that the
excess unusable material be removed to the waste site. At that
time Lynn Bruch pointed out to Mr. lIeitt that this situation was a
change of condition which required different construction
techniques and additional equipment and inquired how payment would
be handled. Mr. lIeitt stated that the excess material would be
paid for at the contract rate for removal of unsuitable material.
This was agreeable to Mr. Bruch and he was satisfied that the
situation was resolved, consequently, no change order was thought
to be necessary, Unusable material was removed from the roadway
with an excavator, transported to the waste site in dump trucks
and spread at the site with a bull dozer between August 7, 1989
and September 28. 19B9.
On September 12. 1989, Mr. lIei tt informed Mr. Bruch that the
county would pay for the removal of the unusable material as
roadway excavation instead of unsuitable material. Mr. Bruch
verbally informed Mr. lIeitt at that time that this was not
acceptable. Bruch and Bruch has viewed the payment for the
additional unusable material at the contract rate for disposal of
unsuitable material at $4.70/CY as fair compensation for the
different construction techniques and equipment required by the
change of conditions encountered. Jefferson County's position is
that Section 2-03.3(14)E of the Standard Specifications states
that additional unsuitable material encountered in the roadway is
to be paid as roadway excavation at the contract rate of $2.20/CV.
The quantity of unusable material involved is B.892 CV and the
difference in the amount of money In dispute was $22.230.
Until now, Bruch and Bruch has attompted to handle this
problem as a dispute in quantities. It appears that the Standard
Specifications limit Jefferson Couuty's ability to fully ronolve
the situation by adjusting the quantities in the contract. The
original intent of thiH effort wns to necure pnyment for a chnnge
of condition encountered on the job. Delays in notifyiug the
County of the chango of condition arc attributed to the
misunderstanding caused by the inHpcctor'" agreement to pay for
tho removal of tho unusable mntorial ns Unnuitable Foundation
Excavntion nnd subsequent refusnl to abide by the ngreement aftor
mont of tho wOI'k wnn campI eted. Sll1ce III'uch and Druch nnd the
Couuty cnn not resolve the dIspute through negotiatious it is now
5/3,1/00
ATTACHMENT n - PAGE 1
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ATTACHMENT D - BRUCH AND BRUCH CLAIM FOR UPPER HOH RIVER ROAD COMPENSATION
necessary for Bruch and Bruch to notify the county that a change
of condition did occur and that Bruch and Bruch is making a claim
for additional compensation. Attachment F shows the actual costs
of removing the roadway excavation and unusable material from the
roadway, transportJng it to the waste site and maintaining both
the haul road and the waste site. The amount paid to date for
Roadway Excavation Including Haul is $41,351.20 and the total for
Unsuitable Excavation Including Haul is $40,518.70 for a grand
total of $81,869.90. The actual total cost is $106,201.21. The
amount of claim is $24,331.31.
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ATTACHMENT D - PAGE 2
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ATTACHMENT E - BRUCH AND BRUCH CLAIM FOR UPPER HOH RIVER ROAD COMPENSATION
CLAIM FOR ADDITIONAL BONDING
On May 23, 1990, Change Order Number 3 was signed increasing
the value of the contract by $122,596.00 by raising the bid
quantities in the various effected bid items. Bruch and Bruch was
not able to recover the cost of additional bonding in the change
order. Section 1-09.7 of the Standard Specifications indicates
that bonding is a mobilization expense and is not to be spread
through the bid items in the contract. The bonding company bases
its fee on the final contract value and requires a 1.5% payment
per thousand dollars of contract value.
At the time that Lynn Bruch signed the change order he held
reservation for claim on the bonding expenses in a letter to Bruce
Laurie dated May 23, 1990. Since that time there has been no
response to negotiate a settlement on the bonding expense. In
accordance with Section 1-09.11(2) claim is made for the added
cost of bonding for Change Order Number 3 in the amount of
$1,839.00. The total amount of this claim for Clearing and
Grubbing, Roadway Excavation and Borrow is $102,924.85 which will
increase the cost bonding an additional $1,543.87. This
additional cost is added to the amount needed to bond Change Order
Number 3 for a total cost of $3,382.87.
15/31/90
ATTACHMENT E - PAGE I
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ATTACHMENT E - BRUCH AND BRUCH CLAIM FOR UPPER HOH RIVER ROAD COMPENSATION
ROADWAY EXCAVATION QUANTITIES
Listed below are the daily quantities for Unsuitable Material
and Roadway Excavation agreed on between Lynn Bruch and Ralph
Heitt.
DATE
07/26/89
07/27/89
07/28/89
07/31/89
08/01/89
08/02/89
08/03/89
08/04/89
08/07/89
08/08/89
08/09/89
08/10/89
08/3 1/89
08/14/89
08/15/89
08/16/89
08/17/89
08/18/89
08/21/89
08/25/89
08/26/89
08/28/89
08/29/89
08/30/89
08/31/89
09/05/89
09/06/89
09/07/89
09/08/89
09/11/89
09/12/119
00/13/80
09/14/89
09/15/89
09/18/89
09/19/89
09/20/89
09/21/89
09/22/89
09/25/80
09/28/89
09/27/80
09/28/89
5/31/90
.
UNSUITABLE
MATERIAL
TO WASTE
SITE
0.0
0.0
0.0
640.0
670.0
520.0
480.0
430.0
508.0
634.0
720.0
610.0
410.0
774.0
422.0
796.0
506.0
132.0
0.0
212.0
134.0
836.0
348.0
572.0
132.0
580.0
580.0
686.0
586.0
454.0
368.0
278.0
88.0
356.0
104.0
44.0
0.0
88.0
918.0
0.0
1.445.0
1.585.5
1,393.0
ROADWAY
EXCAVATION
TO
EMBANKMENTS
0.0
.0.0
0.0
0.0
0.0
0.0
0.0
0.0
634.0
1,190.0
500.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
668.0
552.0
254.0
226,0
714.0
846.0
912.0
394.0
266.0
120.0
280.0
126.0
31i2.0
516.0
10.0
164.0
648.0
848.0
1,076.0
0.0 *
0.0
0.0 *
0.0 *
0.0 *
ATTACHMENT E - PAGE 1
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ATTACHMENT E - BRUCH AND BRUCH CLAIM FOR UPPER HOH RIVER ROAD COMPENSATION
09/29/89
10/02/89
10/03/89
10/04/89
10/05/89
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
19,977.5
11,296.0
*THESE QUANTITIES WERE AGREED ON BY LYNN BRUCH
AND RALPH HEITT. AT THE TIME THEY WERE REPORTED
AS ROADWAY EXCAVATION EVEN THOUGH THEY WERE
UNUSABLE MATERIAL. THIS WAS AN ATTEMPT TO COMPROMISE
ON THE COST DIFFERENCE BETWEEN THE 2 UNIT PRICES.
1l/31/90
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ATTACHMENT F - 8RUCH AND 8RUCH CLAIM FOR HOH RIVER ROAD COMPENSATION
DATE
HORK
ITEM
EOU I PMENT
DESCRIPTION
07/31/89 ROADWAY EX/UNUSABLE
07/31/89 ROADWAY EX/UNUSA8LE 1974 TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK
07/31/89 ROADWAY EX/UNUSABLE 1988 JOHN DEERE JD892DLL 195 HP DIESEL EXCAVATOR
WORK
PERFORMED
FOREMAN
HAUL UNSU IT MA TL
LOAD UNUSA8LE MATL
OPERATOR/ EQUIP RENTAL RENTA
HORKER HOURS RATE HRS
KURT
KURT
GARY
7
3
10
$48.49
$64.85
::.===================================================================================================================================
08/01/89 ROADWAY EX/UNUSABLE
08/01/89 ROADWAY EX/UNUSABLE 1965 TEREX 82-40AA 270 HP DIESEL DOZER
08/01/89 ROADWAY EX/UNUSA8LE 1974 TEREX TITAN 3305 350 HP OSL 30 CY DUMP TRUCK
08/01/89 ROADWAY EX/UNUSABLE 1988 JOHN DEERE JD892DLL 195 HP DIESEL EXCAVATOR
08/01/89 ROADWAY EX/UNUSA8LE JAMES TRUCKING 10 CY
08/01/89 ROADWAY EX/UNUSABLE # 1 - 1972 KENHORTH 370 HP DIESEL 10 CY DUMP TRUCK
08/01/89 ROADWAY EX/UNUSABLE #10 - 1971 KENHDRTH 350 HP DIESEL 10 CY DUMP TRUCK
FOREMAN
PUSH OFF DUMPSITE
HAUL UNUSABLE
lOAD UNUSA8LE MATl
HAUL UNUSA8LE MATl
HAUL UNUSABLE MATl
HAUL UNUSABLE MATl
KURT
KURT
KURT
GARY
CLAUSEN
STEVE
SHAWN
9.5
2
1
8.5
6
2
B
$48.22
$48.49
$64.85
$29.35
$19.13
$19.13
=============================================================================================================================:
$1,1
======================================================================================================================================:
OB/02/89 ROADWAY EX/UNUSABLE
08/02/B9 ROADWAY EX/UNUSABLE 1965 TEREX 82-40AA 270 HP DIESEL DOZER
OB/02/89 ROADWAY EX/UNUSA8lE 198B JOHN DEERE J0892Dll 195 HP DIESEL EXCAVATOR
08/02/89 ROADWAY EX/UNUSA8lE JAMES TRUCKING 10 CY
08/02/89 ROAIlHAY EX/UNUSABlE '10 - 1971 KENWDRTH 350 HP DIESEL 10 CY DUMP TRUCK
FOREMAN
WASTE SITE
lOAD UNSUITABLE
HAUL UNUSABLE MATL
HAUL UNUSABLE MATl
KURT
KURT
GARY
SCHIER
SHAWN
3.5
3
7.5
6.5
4
$4B.22
$64.85
$29.35
$19.13
$
$'
$
==============================::========================================================================================================:
$1
===============================================================~=======:::=====================================:::::::::::::::::=::::=:::::::::::::::::::::::::::::
08/03/89 ROADHAY EX/UNUSABLE
OB/03/89 ROADHAY EX/UNUSA8LE
08/03/B9 ROADWAY EX/UNUSABLE 1965 TEREX B2-40AA 270 HP DIESEL DOZER
08/03/89 ROADHAY EX/UNUSA8LE 1988 JOHN DEERE JD892Dll 195 HP OIESEL EXCAVATOR
08/03/B9 ROADHAY EX/UNUSABLE JAMES TRUCKING 10 CY
08/03/89 ROADHAY EX/UNUSA8lE #10 - 1971 KENWORTH 350 HP DIESEL 10 CY OUMP TRUCK
FOREMAN
lABORER
GRADE HASTE SITE
REMOVE UNUSABLE MA TL
HAUL UNUSA8LE MATl
HAUL UNUSABLE MATt
KURT
SHANNON
KURT
GARY
SCHIER
SHAWN
8.5
1
3
8.5
6.5
6
$48.22
$64.85
$29.35
$19.13
$'
$!
$'
$
==========z:=======~======================..====================================================================~=========================:
$1,1
===C:========:r========Cl'S=============C============================r===========:U:=========Z'=============I:=======================:===1:11:1'==*=1:1
08/04/B9 ROADHAY EX/UNUSA8lE
08/04/89 ROADWAY EX/UNUSABLE 1965 TEREX 82-.01.A 270 HP DIESEL DOZER
OB/Of/89 ROADWAY EX/UNUSABLE 198B JOHN DEERE ~DB92Dll 195 HP DIESEL EXCAVATOR
08/Of/89 ROADWAY EX/UNUSABlE JANES TRUCKING 10 CY
08/0./89 ROADWAY EX/UNUSA8lE #10 - 1971 KENWDRTH 350 liP DIESEL 10 CY OUMP TRUCK
FOREMAN
GRADE WASTE SITE
LOAD UNUSA8LE MATt
HAUL UNUSABLE MA Tl
HAUL UNUSA8LE MATl
KURT
XURT
GARY
SCHIER
SHAWN
6
0.5
6
6
3
U8.22
$64.8S
'29.35
"9.13
I
$,
$'
l
.=.II...e&.......a................II.IU................C..z:.......=............:...=.......=....&II'....I:..II:1:c.a..I:1I...................1:......"......
'I
....................................................................:r.=...........n.....".....:................1:.............11............
OB/0T/89 ROADHAY EX/UNUSABLE 1m TEREX TITAN 3305 350 HP DSl 30 CY DUMP TRUCK
08/0T/89 ROADlIAY EK/UNUSABlE 1988 JOHN OEERE JDmDll 195 HP DIESEL EXCAVATOR
08/0T/89 ROAllNAY EX JANES TRUCKING 10 CY
08/01/89 ROADWAY EX/UNUSABlE JANES TRUCKING 10 CY
5/31 ;go
HAUL UNUSABLE MATl
LOAD UNUSABLE MATl
HAUL ROADWAY EX
HAUL UNUSA8lE MATl
KURT
GARY
SCHIER
SCHIER
A TT AClIIIEIIT F . PAGE 1
1
11
6
4.5
'.UG
$6U5
S29.35
$29.35
l
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ATTACHMENT F - BRUCH AND ERUCH CLAIM FOR HOH RIVER ROAD COMPENSATION
DATE WORK EQUIPMENT
ITEM DESCRIPTION
08/07/89 ROADWAY EX/UNUSA8LE I 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
08/07/89 ROADWAY EX/UNUSABLE lID - 1971 KENWORTH 350 HP DIESEL 10 CY DUMP TRUCK
WORK
PERFORMED
HAUL UNUSABLE MA TL
HAUL UNUSABLE MA TL
OPERATDR/ EQUIP
WORKER HOURS
STEVE 4
SHAWN 5.5
-
RENTAL RENTAL
RATE HRS x
$19.13 $7
$19.13 $10
-------------------------------------------------------------------------------------------------------------------------------------------
-----------------------------------------------------------------------------..-------------------------------------------------------------
$1.25
==========================================================================================================================================
OB/OB/B9 ROADWAY EX 1965 TEREX B2-40AA 270 HP DIESEL DOZER
OB/OB/89 ROADWAY EX 1970 MICHIGAN 125 205HP DIESEL LOADER
OB/OB/89 ROADWAY EX 197B CASE B50B B3 HP DIESEL DOZER
08/0B/89 ROADWAY EX 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
08/0B/B9 ROADWAY EX JAMES TRUCKING 10 CY
OB/OB/89 ROADWAY EX/UNUSABLE JAMES TRUCKING 10 CY
DB/DB/B9 ROADWAY EX : 1 - 1972 KENWDRTH 370 HP DIESEL 10 CY DUMP TRUCK
OB/OB/B9 ROADWAY EX/UNUSABLE I 1 - 1972 KENWORTH 370 HP CIESEL 10 CY DUNP TRUCK
08/0B/B9 ROADWAY EX # 2 - 1973 INTERNATIONAL 430 HP DSL 10 CY DMP TRK
08/DB/89 ROADWAY EX/UNUSABLE I 2 - 1973 INTERNATIONAL 430 HP DSL 10 CY OMP TRK
D8/0B/B9 ROADWAY EX lID - 1971 KENHORTH 350 HP DIESEL 10 CY DUMP TRUCK
08/0B/89 ROADWAY EX/UNUSABLE lID - 1971 KENWDRTH 350 HP DIESEL 10 CY DUMP TRUCK
HAUL ROADWAY EX
LOAD ROADWAY EX
GRADE ROADWAY EX
REMOYE ROADWAY EX
HAUL ROADWAY EX
HAUL UNUSABLE MA TL
HAUL ROADWAY EX
HAUL UNUSABLE MA TL
HAUL ROADWAY EX
HAUL UNUSABLE MA TL
HAUL ROADWAY EX
HAUL UNUSABLE MA TL
LYNN
GARY
SHANNON
KURT
SCHIER
SCHIER
STEVE
STEVE
DICK
DICK
SHAWN
SHAWN
4
10
11
11
4
6.5
B
3
7.5
4
9.5
1.5
$4B.22
$3o.a5
$22.72
$64. B5
$2S.35
$29.35
$19.13
$19.13
$19.13
$19.13
$19.13
$19.13
$19
$30
$24
$71
$11
$19
$15
$5
$14
$7
$lB
$2
======================================================================::::===================================================================
12.41
===========================================================================================================================================
08/09/89 ROADWAY EX
08/09/89 ROADWAY EX 1965 TEREX B2-4DAA 270 HP DIESEL DOZER
DB/09/89 ROADWAY EX 1970 MICHIGAN 125 2D5HP DIESEL LOADER
OB/09/B9 ROADWAY EX 197B CASE 85DB B3 HP DIESEL DOZER
D8/09/B9 ROADWAY EX 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
08/D9/B9 ROADWAY EX/UNUSABLE 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
OB/09/09 ROADWAY EX/UNUSABLE JAMES TRUCKING 10 CY
08/09/89 ROADWAY EX I 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
08/09/B9 ROADWAY EX/UNUSABLE I 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
OB/09/89 ROADWAY EX = 2 - 1973 INTERNATIONAL 430 HP DSL 10 CY DMP TRK
OB/09/B9 ROADWAY EX 110 - 1971 KENWDRTH 350 HP DIESEL 10 CY DUMP TRUCK
08/09/89 ROADWAY EX/UNUSABLE 110 - 1971 KENWDRTH 350 HP DIESEL 10 CY OUMP TRUCK
GRADE HOP
HAUL ROADWAY EX
REMOVE ROADWAY EX
GRADE ROADWAY EX
REMOVE ROADWAY EX
REMOVE UNUSABLE MATL
HAUL UNUSABLE MAlL
HAUL ROADWAY EX
HAUL UNUSABLE MATL
HAUL ROADWAY EX
HAUL ROADWAY EX
HAUL UNUSABLE MA TL
DAN
LYNN
GARY
SHANNON
KURT
KURT
SCHIER
STEVE
STEVE
DICK
SHAWN
BRIAN
4
4
4
4
4
4.5
9.5
4
4
1
4.5
3
$4B.22
$30. B5
$22.72
$64. B5
$64. B5
$29.35
$19.13
$19.13
$19.13
$19.13
$19.13
$19
$12:
19'
$25!
$29
$271
$71
$71
II!
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::allzr.llzr==:saa:rc:::r&====a===cc:I:=========c=====_=====l::l:Ic::::=II.====.==I:=====.=:r:==.1:I:==.=.::1I:1I.....=====::a=======::II::=_===========11====:1============1
$1.55:
::1l::=.==.Il::.II==....U::.===IU:II'C===.===.==.II==.====.::........::cc.==:c..=...CC..a:IU:::...=....a....==..=:UI=:II========Z============================:==l
00/10/89 ROADWAY EX/UNUSAOLE
08/10m ROADH4Y EX/UNUSABLE 1965 TEREX 82-40AA 270 HP DIESEL DOZER
00/10/00 ROADWAY EX/UNUSABLE 1970 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
00/10/80 ROADWAY EX/UNUSA8LE JAMES TRUCKING 10 CY
FOREMAN
GRADE WASTE SITE
REMOVE UNUSABLE MATL
HAUL UNUSABLE MA TL
KURT
KURT
GARY
SCHIER
4
3 $48.22
11 $64.B5
11 $29.35
$14'
$71:
$32:
.........a.....................~............................................11...........11........=.............a...=..lIa...&=...I:=....II.....
$1,181
...............a....................................................................................................................1:..11...1
00/11/80 ROADWAY EX/UNUSABLE 1065 TEREX 02-40AA 270 HP DIESEL DOZER GRADE IIASTE SITE KURT $40.22 tu
00/11m ROADHAY EX/UNUSABLE 1070 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR REMOVE UNUSABLE MATL GARY $64.85 tw
08/11/80 ROADWAY EX/UNUSABLE JAMES TRUCKING 10 CY HAUL UNUSABLE MATL SCHIER 129.35 $141
08/11m ROADHAY EX/UNUSABLE I 2 - 1m INTERNATlOHAL 43D HP DSL 10 CV OMP TRX HAUL UNUSABLE MATL DICK $10.13 $Ol
......a........................................................................................................a...a.......................1
5/31/00
ATTACHMENT F - PAGE 2
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ATTACHMENT F - BRUCH AND BRUCH CLAIM FOR HOH RIVER ROAD COMPENSATION
EQUIPMENT
DESCRIPTION
DATE
WORK
ITEM
WORK
PERFORMED
OPERATOR/ EQUIP RENTAL RENTAL
WORKER HOURS RATE HRS x
$61
==========================================================================================================================================
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OB/14/B9 ROADWAY EX/UNUSABLE
08/14/89 ROADWAY EX/UNUSABLE 1968 ALLIS CHALMERS HD-6 80 HP DIESEL DOlER
08/14/89 ROADWAY EX/UNUSABLE 1974 TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK
08/14/89 ROADWAY EX/UNUSABLE 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
08/14/89 ROADWAY EX/UNUSABLE = 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
08/14/89 ROADHAY EX/UNUSABLE =to - 1971 KENHORTH 350 HP DIESEL 10 CY DUMP TRUCK
FOREMAN
GRADE WASTE SITE
HAUL UNUSABLE MA TL
REMOVE UNUSABLE MATL
HAUL UNUSABLE MA TL
HAUL UNUSABLE MA TL
LYNN
LYNN
LYNN
GARY
STEVE
SHAWN
7
1
1.5
9.5
5
9
$18.47
$48.49
$64.85
$19.13
$19.13
$1
$7
$61
$9
$17
======::====================================================================================================================================
===========================================================================================================================================
08/,15/89 ROADWAY EX/UNUSABLE 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR REMOVE UNUSABLE MATL
08/15/89 ROADWAY EX/UNUSABLE JAMES TRUCKING 10 CV HAUL UNUSABLE MATL
08/15/89 ROADWAY EX/UNUSABLE . 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK HAUL UNUSABLE MATL
GARY
SCHIER
STEVE
$97
$64.85
$29.35
$19.13
$25
$14
$5
==;:====================================================================::==========================::========================================
$46
===============================================================::=::======================::======================::=====::::=::::=::=::=============
08/16/B9 ROADWAY EX/UNUSABLE
08/16/89 ROADWAY EX/UNUSABLE 1968 ALLIS CHALMERS HD-6 80 HP DIESEL DOlER
08/16/89 ROADWAY EX/UNUSABLE 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
08/16/89 ROADWAY EX/UNUSABLE JAMES TRUCKING 10 CY
08/16/89 ROADWAY EX/UNUSABLE = 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
LABORER
GRADE WASTE AREA
REMOVE UNUSABLE MA TL
HAUL UNUSABLE MA TL
HAUL UNUSABLE MA TL
DAN
DAN
KURT
SCHIER
STEVE
5
0.5
9.5
9
6.5
$18.47
$64.85
$29.35
$19.13
$
$61
$26
$12
====================================================================11I:====================::=================================================
$1.01
========================================================================::===11I================================IU:=================':==========
1'\
08/17/89 ROADWAY EX/UNUSABLE
08/17/89 ROADWAY EX/UNUSABLE 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
08/17/89 ROADWAY EX/UNUSA8LE JAMES TRUCKING 10 CY
08/17/89 ROADWAY EX/UNUSABLE = 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
08/17/89 ROADWAY EX/UNUSABLE =to - 1971 KENWDRTH 350 HP DIESEL 10 CY DUMP TRUCK
LABORER
REMOVE UNUSABLE MATL
HAUL UNUSA8LE MA TL
HAUL U~USABLE MA TL
HAUL UNUSABLE MA TL
OAN
KURT
SCHIER
STEVE
SHAWN
10.5
5.5
9
3
1.5
$64.85
$29.35
$19.13
$19.13
$35
$26
$5
$2
====':======.===.====::11=============11====11'====.==11=112:1.II'I:::a=:.==....III:III:1..,:I.=.=..=II..=..II:.....I:=::::::.IIII.II==.a.'U1:C....::nl=.C:r.1::CIlC====II'===.====
......~;:,'-
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$70
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08/18/89 ROADWAY EX/UNUSABLE 1974 TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK
08/18/89 ROADHAY EX/UNUSABLE 1979 8UCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
08/18/89 ROADWAY EX/UNUSABLE . 1 - 1972 KENWORTH 310 HP DIESEL 10 CY DUMP TRUCK
08/18/89 ROADWAY EX/UNUSABLE I 2 . 1973 INTERNATIONAL 430 HP DSL TO CY DMP TRK
HAUL UNUSABLE MA TL
REMOVE UNUSA8LE MA TL
HAUL UNUSABLE MATL
HAUL UNUSA8LE MA TL
DAN
KURT
STEVE
DICK
0.5
6
1
2.5
$2
$38
$1
'4
$48.49
$64.85
$19.13
$19.13
..==............................................11...........................................11.............11................................
'48
..................a....a.......II...........................................................................................................
!. 08/25/89 ROAOifAY EX ORADE HOP DAN 10.5
08/25/89 ROADWAY EX 1965 TEREX 8HOAA 270 HP DIESEL DOZER ORADE ROAOifAY EK LYNN 3.5 $48.22 $16
'0 08/25/89 ROADWAY EX 1978 CASE 0508 83 HP DIESEL DOZER ORADE ROADWAY EX SHANNON 11 $22.72 $24
08/25/89 ROADMAY EX 1979 8UCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR LOAD ROAOifA Y EX OARY 10 $64.85 $&4
08/25/89 ROADWAY EX I 1 - 1972 KENWORTH 37D HP DIESEL 10 CY DIIMP TRUCK HAUL ROADWAY EX STEVE 6 $19.13 'Tl
5/31/90 ATTACHMENT F - PAGE 3
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ATTACHMENT F - BRUCH AND BRUCH CLAIM FOR HOH RIVER ROAD COMPENSATION
DATE WORK EQUIPMENT
ITEM DESCRIPTION
08/25/89 ROADWAY EX/UNUSABLE a 1 - 1972 KENWORTH 310 HP OIESEL 10 CY DUMP TRUCK
08/25/B9 ROADWAY EX a 2 - 1913 INTERNATIONAL 430 HP DSL 10 CY DMP TRK
08/25/89 ROADWAY EX U1D - 1911 KENWORTH 350 HP DIESEL 10 CY DUMP TRUCK
WORK
PERFORMED
HAUL UNUSABLE MA TL
HAUL ROADWAY EX
HAUL ROADWAY EX
OPERATOR/ EQUIP
WORKER HOURS
SHAWN 4.5
DICK 2.5
SHAWN 8.5
RENTAL RENTAL C
RATE HRS x R
$19.13 $86
$19.13 $41
$19.13 $162
============================================================================================================================================
$1.418
============================================================================================================================================
08/26/89 ROADWAY EX GRADE HOP DAN 4
08/26/89 ROADWAY EX 1965 TEREX 82-4DAA 210 HP DIESEL DOZER GRADE ROADWAY EX LYNN 3 $48.22 $144
08/26/89 ROADWAY EX/UNUSABLE 1965 WABCD 440 120 HP D!ES~L GRADER GRADE HAUL ROAD DAN 0.5 $22.35 $11
D8/26/89 ROAOlIAY EX/UNUSABLE 1968 ALLIS CHALMERS HD-6 80 HP DIESEL DOZER GRADE WASTE SITE DAN 1.5 $li1.41 $27
08/26/89 ROADWAY EX 1978 CASE B50B 83 HP DIESEL DOZER GRADE ROADWAY EX SHANNDN lD $22.72 $227
08126/89 ROADWAY EX a 1 - 1912 KEN WORTH 370 HP DIESEL 10 CY DUMP TRUCK HAUL ROADWAY EX STEVE 6.5 $19.13 $124
08/26/89 ROADWAY EX/UNUSABLE a 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK HAUL UNUSABLE MA TL STEVE 1.5 $19.13 $28
D8/26/89 ROADWAY EX a 2 - 1913 INTERNATIONAL 430 HP OSL 10 CY DMP TRK HAUL ROADWAY EX DICK 1 $19.13 $19
08/26/89 ROADWAY EX/UNUSABLE a 2 - 1913 INTERNATIONAL 430 HP DSL 10 CY DMP TRK HAUL UNUSABLE MATL DICK 0.5 $19.13 $9
08/26/89 ROADWAY EX al0 - 1911 KENWORTH 350 HP DIESEL 10 CY DUMP TRUCK HAUL ROADWAY EX SHAWN 6 $19.13 $114
D8/26/89 ROADWAY EX/UNUSABLE al0 - 1911 KENWORTH 35D HP DIESEL 10 CY DUMP TRUCK HAUL UNUSABLE MA TL SHAWN 1 $19.13 $19
============================================================================================================================================
$126
============================================================:::=========::====================================::================================
08/28/89 ROADWAY EX/UNUSABLE
08/28/89 ROADWAY EX 1965 TEREX 82-40AA 270 HP DIESEL DOZER
08/28/B9 ROADWAY EX/UNUSABLE 1974 TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK
08/28/89 ROADWAY EX/UNUSABLE 1978 CASE 850B 83 HP DIESEL DOZER
OB/28/89 ROADWAY EX 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
08/28/89 ROADWAY EX/UNUSABLE 1979 BUCYRUS ERIE 325H 205 HP OIESEL EXCAVATOR
08/28/89 ROADWAY EX aI- 1912 KENWDRTH 370 HP OIESEL 10 CY DUMP TRUCK
08/28/89 ROADWAY EX/UNUSABLE a 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
08/28/89 ROADWAY EX U10 - 1971 KEN WORTH 350 HP DIESEL 10 CY DUMP TRUCK
08/28/89 ROADWAY EX/UNUSABLE Al0 - 1971 KENWORTH 350 HP DIESEL 10 CY DUMP TRUCK
LABORER
GRADE ROADWAY EX
HAUL UNUSABLE MATL
GRADE WASTE SITE
LOAD ROADWAY EX
REMOVE UNUSABLE MAIL
HAUL ROADWAY EX
HAUL UNUSA8LE MATL
HAUL ROADWAY Ex
HAUL UNUSA8LE MA TL
DAN
LYNN
LYNN
SHANNON
LYNN
GARY
SHANNON
STEVE
SHAWN
SHAWN
$48.22
$48.49
$22.72
$64.85
$64.85
$19.13
$19.13
$19.13
$19.13
$41
$48
$181
$194
$611
$51
$m
$11
$9!
8
1
1
8
3
9.5
3
9
4
5
::======================================IlI========================================:I=======a============================II:II=:::===CCC=II:::=all===a=1l
$1.49C
============C=====II==a==::r====:c==================c:::===:C:::Il:::=====:::=========II:::a==C:III1==C=::::III1:::==:O====ClI=====;:====WEC=CIlIEllurZl=========CIr==lIacc=:::=
08/29/89 ROADWAY Ex GRADE HOP DAN 9.5
08/29/89 ROADWAY EX/UNUSABLE LA80RER MIKE 8
08/29/89 ROADWAY EX 1965 TEREX 8HOM 270 HP DIESEl DOZER HAUL ROADWAY Ex KURT 2.5 $48.22 $121
08/29/89 ROAOWAY EX/UNUSABLE 1968 ALLIS CHALMERS HD-6 80 HP DIESEL DOZER GRADE WASTE SITE MIKE 2 $18.47 $31
D8/29/89 ROADWAY EX/UNUSABLE 1915 INSLEY 1500 230 HP DIESEL EXCAVATOR REMOVE UNSUITABLE LYNN 3 $52.10 $151
08/29/89 ROAOWAY EX 1978 CASE 850B 83 HP DIESEL DOZER GRADING SHANNDN 6 $22.72 $131
08/29/89 ROAOWAY EX 1979 8UCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR LOAD ROADWAY Ex KURT 3 $64.85 '19A
08/29/89 ROADWAY EX/UNUSABLE 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR REMOVE UNUSA8LEMAIL KURT 6 $64.85 $38!
08/29/89 ROAOlIAY EX A 1 - 1972 KENWORTH 370 HP DIESEl 10 CY DUMP TRUCK HAUL ROADWAY Ex STEVE 3 $19.13 $5i
D8/29/89 ROAOWAY EX/UNUSABLE A 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK HAUL UNUSA8LE MATL STEVE 3 $19.13 $5'
08/29/89 ROAOWAY EX A 2 - 1973 INIERNATlONAL 430 HP DSL 10 CY DMP TRK HAUL ROADWAY Ex DICK 3.5 $19.13 $61
08/29/89 ROADWAY EX A10 - 1971 KENWORTH 350 HP DIESEL 10 CY DUMP TRUCK HAUL ROADWAY Ex SHAWN 2 '19.13 $31
08/29/89 ROAOWAY EX/UNUSABLE A10 - 1971 KENWORTH 350 HP DIESEL 10 CY DUMP TRUCK HAUL UNUSA8LE MATL SHAWH 2.5 $19.13 $4:
....=.....................11:...."...11.............................................................................11:..........................1
$1.30
5/31/90
AfT ACHMENT F - PAGE .
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ATTACHMENT F - 8RUCH AND 8RUCH CLAIM FOR HOH RIVER ROAD COMPENSATION
DATE
EQU I PMEN T
DESCRIPTION
============================================================================================================================================
$125
WORK
ITEM
08/30/89 ROADWAY EX
08/3D/89 ROADWAY EX/UNUSA8LE
08/30/89 ROADWAY EX 1965 TEREX 82-4DAA 270 HP DIESEL DOZER
08/3D/89 ROADWAY EX/UNUSA8LE 1968 ALLIS CHALMERS HD-6 80 HP DIESEL DOZER
08/30/89 ROADWAY EX 1969 ALLIS CHALMERS 260 425 HP DIESEL SCRAPER
08/30/89 ROADWAY EX 1975 INSLEY 1500 23D HP DIESEL EXCAVATOR
08/30/89 ROADWAY EX/UNUSA8LE 1975 INSLEY 1500 230 HP DIESEL EXCAVATOR
08/30/89 ROADWAY EX 1979 8UCYRUS ERIE 325H 205 HP OIESEL EXCAVATOR
08/30/89 ROADWAY EX/UNUSA8LE 1979 eUCYRUS ERIE 32SH 205 HP DIESEL EXCAVATOR
08/3D/89 ROADWAY EX FORKS S&G TRUCK 10 CY
08/30/89 ROADWAY EX/UNUSA8LE FORKS S&G TRUCK ID CY
08/30/89 ROADWAY EX U 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
08/30/89 ROADWAY EX/UNUSA8LE U 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
08/30/89 ROADWAY EX " 2 - 1973 INTERNATIONAL 430 HP OSl 10 CY DMP TRK
08/30/89 ROADWAY EX/UNUSA8lE # 2 - 1973 INTERNATIONAL 430 HP DSL 10 CY DMP TRK
08/30/89 ROADWAY EX #10 - 1971 KENWDRTH 350 HP DIESEL 10 CY DUMP TRUCK
WORK
PERFORMED
GRADE HOP
LA80RER
GRADE ROADWAY EX
GRADE WASTE SITE
ROADWAY EX
lOAD ROADWAY EX
REMOVE UNUSA8LE MA TL
LOAD ROADWAY EX
REMOVE UNUSA8LE MATL
HAUL ROADWAY EX
HAUL UNUSA8LE MA TL
HAUL ROADWAY EX
HAUL UNUSA8LE MA TL
HAUL ROADWAY EX
HAUL UNUSA8lE MATL
HAUL ROADWAY EX
OPERATOR/ EQUIP RENTAL RENTAL C
WORKER HOURS RA TE HRS x R
MIKE
DAN
MIKE
DAN
DAN
GARY
GARY
KURT
KURT
RAY
RAY
STEVE
STEVE
DICK
DICK
SHAWN
$25.00
5
1.5
7
2
5.5
4
3
5.5
6
4.5
5.5
4
2
4.5
5
2
$48.22
$18.47
$47.85
$52.1 0
$52.10
$64.85
$64.85
$29.35
$29.35
$19.13
$19.13
$19.13
$19.13
$19.13
$337
$36
$263
$208
$156
$356
$389
$132
$161
$76
$38
$86
$95
$38
===============================================================================================:============================================
$2,501
============================================================================================================================================
08/31/89 ROADWAY EX FOREMAN LYNN 7.5
08/31/89 ROADWAY EX/UNUSA8lE lA80RER DAN 1
08/31/89 ROADWAY EX 1965 TEREX 82-40AA 270 HP DIESel DOZER GRADE ROADWAY EX LYNN 12 $48.22 $578
08/31/89 ROADWAY EX 1969 ALLIS CHALMERS 260 425 HP DIESEL SCRAPER ROADWAY EX DAN 6 $47.85 $287
08/31/89 ROADWAY EX 1978 CASE 8508 83 HP DIESEL DOZER GRADE ROADWAY EX SHANNON 4 $22.72 $90
08/31/89 ROADWAY EX 1919 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR lOAD ROADWA Y EX KURT 9 $64.85 $583
08/31/89 ROADWAY EX/UNUSA8lE 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR REMOVE UNU5A8LE MATl KURT 3 $64.85 $194
08/31/89 ROADWAY EX FORKS S&G TRUCK 10 CY HAUL ROADWAY EX RAY 3 $29.35 $88
08/31/89 ROADWAY EX/UNUSA8LE FORKS S&G TRUCK 10 CY HAUL UNUSA8LE MATL RAY 1.5 $29.35 $44
08/31/89 ROADWAY EX " 1 - 1912 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK HAUL ROADWAY EX STEVE 9 $19.13 $172
08/31/89 ROADWAY EX #10 - 1971 KENWORTH 350 HP DIESEL 10 CY DUMP TRUCK HAUL ROADWAY EX SHAWN 11 $19.13 $210
08/31/89 ROADWAY EX/UNUSA8lE #10 - 1911 KENWORTH 350 HP DIESEL 10 CY DUMP TRUCK HAUL UNUSA8LE MATL SHAWN 1.5 $19.13 $28
IlCIICIUIIIIl'II...ccca.CIIIl..1Il'1I0DIlI:IIl1llllll:ll.aIl1lIlCIIIlIIIl'II'.II..II'C=1I1=IID:lllaa..II:......Il....II...l:a.lc..II..lllllCllc..ce::lC.cccC:Il==.1:.....11II11==111:1:11II1:1111===============
$2.278
11'11 ....II.II......IIIl.=.CIl:JIlC IIlI:III:.II..II.....IIC..II......I:........I:I... .=...::III.II.....a...I:III1111 ...1111=:: c: = ca=== 1I1l1l'lIl1a..r.c =.=.clIl:a =11:1111=====.11========
09/05/89 ROADWAY EX 1965 TEREX 82-40AA 270 HP DIESEL DOZER GRADE ROADWAY EX GARY 11 $48.22 $530
09/05/89 ROADWAY EX 1965 WA8CO He 120 HP DIESEL GRADER GRADE ROADWAY EX DAN 1 $22.35 $22
09/05/89 ROADWAY EX/UNUSA8LE 1968 ALLIS CHALMERS HD-6 80 liP DIESEL DOZER GRADE WASTE SITE DAN 3 $10.41 $55
09/05/89 ROADWAY EX 1m AllIS CHALMERS 260 m HP DIESEL SCRAPER ROADWAY EX LYNN 1 $47.85 $41
09/05/89 ROADWAY EX 1915 INSLEY 1500 230 HP DIESEL EXCAVATOR lOAD ROADWAY EX LYNN 5.5 $52.10 $286
09/05/89 ROADWAY EX 1918 CASE 8508 83 HP DIESEL DOZER GRADE ROADWAY EX SHANNON 5 $22.72 $113
09/05/89 ROADWAY EX/UNUSABLE 1978 CASE 850B 83 HP DIESEL DOZER GRADE WASTE SITE SHANNlm 5 $22.72 $113
09/05/89 ROADWAY EX 1m BUCYRUS ERIE 325H 206 HP OIESEl EXCAVATOR LOAD ROAOWA Y EX KURT 5 $6U5 $324
09/05/89 ROADWAY EX/UNUSABLE 1919 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR REMOVE UNUSA8LE MATl KURT 5.5 $GUS $356
Oi/05/89 ROADWAY EX FORKS S'G TRUCK 10 CY HAUL ROADWAY EX RAY 5.5 $29.35 $161
09/05/89 ROADWAY EX/UNUSABLE FORKS S&G TRUCK 10 CY HAUL UNUSABLE MAll RAY 5.5 $29.35 $161
09/05/89 ROADWAY EX . 1 - 1m KENHORTH 370 HP DIESEL 10 CY DUMP TRUCK HAUL ROADWAY EX STEVE B "9.13 $153
09/05/89 ROADWAY EX/UNUSABLE # 1 . 1m KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK HAUL UNUSA8lE MATl STEVE 3 $19.13 $57
5/31/90
()
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ATTACHMENT F - PAGE 5
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ATTACHMENT F - BRUCH AND BRUCH CLAIM FOR HOH RIVER ROAD COMPENSATION
DATE WORK EQU I PMENT
ITEM DESCRIPTION
09/D5/a9 ROADWAY EX ; 2 - 1913 INTERNATIONAL 430 HP DSL 10 CY DMP TRK
09/05/a9 ROADWAY EX/UNUSABLE # 2 - 1913 INTERNATIONAL 430 HP DSL 10 CY DMP TRK
09/05/B9 ROADWAY EX #10 - 1911 KENWORTH 350 HP DIESEL 10 CY DUMP TRUCK
09/05/B9 ROADWAY EX/UNUSABLE ;10 - 1911 KENWORTH 350 HP DIESEL 10 CY DUMP TRUCK
NDRK
PERFORMED
HAUL ROADWAY EX
HAUL UNUSABLE MA TL
'HAUL ROADWAY EX
HAUL UNUSABLE MA TL
OPERATOR/ EQUIP
WORKER HOURS
DICK 1
DICK 3
SHAWN 4
SHAWN 5.5
RENTAL RENTAL
RATE HRS x
$19.13 $13
$19.13 $5
$19.13 $1
$19.13 $10
====================================================================================================;:;======================================
$2,15
======================================================================================::==============================================::::::====
09/06/B9 ROADWAY EX
09/06/89 ROADWAY EX
09/06/89 ROADWAY EX/UNUSA8LE
09/06/89 ROADWAY EX 1965 TEREX 82-40AA 270 HP DIESEL OOIER
09/06/89 ROADWAY EX/UNUSABLE 1968 ALLIS CHALMERS HO-6 BO HP DIESEL DOIER
09/06/B9 ROADWAY EX 1915 INSLEY 1500 230 HP DIESEL EXCAVATOR
09/06/89 ROADWAY EX 1919 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
09/06/89 ROADWAY EX/UNUSABLE 1919 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
09/06/B9 ROADWAY EX/UNUSABLE FORKS S&G TRUCK 10 CY
09/06/B9 ROADWAY EX # 1 - 1912 KENWORTH 310 HP DIESEL 10 CY DUMP TRUCK
09/06/89 ROADWAY EX/UNUSABLE # 1 - 1972 KENWORTH 310 HP DIESEL 10 CY DUMP TRUCK
09/06/89 ROADWAY EX # 2 - 1913 INTERNATIONAL 430 HP OSL 10 CY OMP TRK
09/06/89 ROADWAY EX/UNUSABLE # 2 - 1913 INTERNATIONAL 430 HP OSL 10 CY OMP TRK
09/06/B9 ROADWAY EX #10 - 1971 KENNORTH 350 HP DIESEL 10 CY DUMP TRUCK
09/06/B9 ROADWAY EX/UNUSABLE #10 - 1971 KENWORTH 350 HP DIESEL 10 CY DUMP TRUCK
FOREMAN
GRADE HOP
LABORER
GRADE ROADWAY EX
GRADE WASTE SITE
LOAD ROADWAY EX
LOAD ROADWAY EX
REMOVE UNUSABLE MATl
HAUL UNUSABLE MA TL
HAUL ROADWAY EX
HAUL UNUSABLE MATL
HAUL ROADWAY EX
HAUL UNUSABLE MA Tl
HAUL ROADWAY EX
HAUL UNUSABLE MA TL
LYNN
DAN
LYNN
GARY
DAN
LYNN
KURT
KURT
RAY
STEVE
STEVE
DICK
DICK
SHAWN
SHAWN
4
1
B
4
9.5
3
2.5
B.5
3.5
5
6
4
3.5
2.5
5
$4B.22
$lB.47
$52.1 0
$64. B5
$64. B5
$29.35
$19.13
$19.13
$19.13
$19.13
$1~. 13
$19.13
$19
$17
$15
$16
$55
$10
$9
$11'
$1
$61
$4
$9!
==============================================::===========================::::================================================================
$1,83:
======================================================================================================================================-=====
09/07/89 ROADWAY EX GRADE HOP DAN 2
09/07/89 ROADWAY EX/UNUSABLE LABORER KURT 1
09/07/89 ROADWAY EX 1965 TEREX 82-4DAA 210 HP DIESEL OOIER GRADE ROADWAY EX GARY 5 $48.22 $24
09/07/89 ROADWAY EX/UNUSABLE 1968 ALlIS CHALMERS HD-6 80 HP DIESEL DOIER GRADE HASTE SITE DAN 9.5 $18.41 $11
D9/01/B9 ROADWAY EX 1969 ALlIS CHALMERS 260 425 HP DIESEL SCRAPER ROADWAY EX KURT 1 $41.85 14'
09/07/B9 ROADWAY EX 1915 INSLEY 1500 230 HP DIESEL EXCAVATOR LOAD ROADWAY EX LYNN 4 $52.10 $20:
09/07/89 ROADWAY EX 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR LOAD ROAD EX KURT 1 $64.85 $6.
09/07/89 ROADWAY EX/UNUSABLE 1919 OUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR REMOVE UNUSABLE MATl KURT 9 $64.85 $58
09/07/89 ROADWAY EX FORKS S&G TRUCK 10 CY HAUL ROADWAY EX RAY 2 $29.35 $51
D9/07/B9 ROADWAY EX/UNUSABLE FORKS S&G TRUCK 10 CY HAUL UNUSABLE MATL RAY 5 $29.35 $141
09/07/89 ROADWAY EX # 1 . 19T2 KENWORTH 310 HP DIEsel 10 CY DUMP TRUCK HAUL ROADWAY EX STEVE 3.5 $19.13 $61
09/01/89 ROADWAY EX/UNUSABLE I 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK HAUL UNUSABLE MATl STEVE 6 $19.13 $11.
09/01/89 ROADWAY EX I 2 - 1913 INTERNATIONAL 430 HP DSL 10 cr OIlP TRK HAUL ROADWAY EX DICK 3 $19.13 15'
09/01/89 ROADWAY EX #10 - 1911 KENWORTH 350 HP DIESEL 10 CY DUMP TRUCK HAUL ROADWAY EX SHAWN 2.5 $19.13 14
09/07/89 ROADWAY EX/UNUSABLE 110 - 1STl KE~WORTH 350 HP DIESEL 10 CY DUMP TRUCK HAUL UNUSABLE MATL SHAWN 5 $19.13 $9!
cccaC..=.IU:a:..===a==..===CCI::CC&CC.===C=CC==..C..CCC..==a:===a:.a:...c..=.........S.CIl:..:CCIC.CIU:C===.==......c.......................c.........
....CC........CC...C..C...Il......lu:a..c.Crr.c.IIC=II:....a......&'.Il'..................................c.c.......................................:
11,90!
09/08/89 ROADWAY EX 1965 TEREX 82-40AA 270 HP DIESEL DOIER
09/08/89 RDAOWAY EX/UNUSABLE 1968 ALlIS CHALMERS HD-6 80 HP DIESEL DOZER
09/08/B9 ROADWAY EX 1975 INSLEY 1500 230 HP DIESEL EXCAVATOR
09/08/89 ROADWAY EX 1978 CASE 850B 83 HP OIESEL DOZER
09/08/89 ROADWAY EX 1919 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
5/31/90
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GRADE ROAOWA Y EX
LOAD ROADWAY EK
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DAN
LYNN
SHANNON
KURT
ATTACHMENT F . PAGE 6
5.5 $48.22
1 $l8.Cl
1.5 $52.10
4 $22.12
3 $GUS
t26!
S12'
$11
$91
$19.
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ATTACHMENT F - BRUCH M,O BRUCH CLAIM FOR HOH RIVER ROAD COMPE/ISATION
DATE HORK EQUIPMENT
ITEM DESCRI PTlON
09/08/89 ROADWAY EX/UNUSABLE 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
09/08/89 ROADWAY EX FORKS S&G TRUCK 10 CY
09/08/89 ROADWAY EX/UNUSABLE FORKS S&G TRUCK 10 CY
09/08/89 ROAOWAY EX ; 1 - 1972 KENHORTH 370 HP OIESEL 10 CY DUMP TRUCK
09/08/89 ROADWAY EX/UNUSABLE; 1 - 1972 KENHORTH 370 HP OIESEL 10 CY OlJMP TRUCK
09/08/89 ROAOWAY EX ; 2 - 1973 INTERNATIONAL 430 HP DSL 10 CY OMP TRK
09/08/89 ROAOWAY EX #10 - 1971 KENHDRTH 350 HP DIESEL 10 CY DUMP TRUCK
09/08/89 ROADWAY EX/UNUSABLE #10 - 1971 KENWORTH 350 HP DIESEL 10 CY OlJMP TRUCK
HORK
PERFORMED
REMOVE UNUSABLE MATL
HAUL ROAOWAY EX
HAUL UNUSABLE MATL
HAUL ROAOWA Y EX
HAUL UNUSABLE MATL
HAUL ROADWAY EX
HAUL ROADWAY EX
HAUL UNUSABLE MATL
OPERATOR/ EQUIP
WORKER HOURS
KURT 8
RAY 1
RAY 5.25
STEVE 1. 5
STEVE B
DICK 1
SHAHN 1
StlAHN 5.5
RENTAL RENTAL 1
RATE HRS x
$64.85 $51
$29.35 $2
$29.35 $15
$19.13 $2
$19.13 $15
$19.13 $1
$19.13 $1
$19.13 $10
===============================================:==========================================================================================
$1,7B
==========================================================================================================================================
09/11/89 ROADWAY EX
09/11/89 ROADWAY EX 1965 TEREX B2-40AA 270 HP DIESEL DOZER
09/11/89 ROADWAY EX/UNUSABLE 1968 ALLIS CHALMERS HO-6 BO HP DIESEL DOZER
09/11/89 ROAOHAY EX 1969 ALLIS CHALMERS 260 425 HP DIESEL SCRAPER
09/11/89 ROADWAY EX 1975 INSLEY 1500 230 HP DIESEL EXCAVATOR
09/11/89 ROADWAY EX 1971 CHAMPION 740A 210 HP DIESEL GRADER
09/11/89 ROADWAY EX 1978 CASE 8508 83 HP DIESEL DOZER
09/11/89 ROADWAY EX 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
09/11/89 ROADWAY EX/UNUSABLE 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
09/11/89 ROADWAY EX FORKS S&G TRUCK 10 CY
09/11/89'ROADWAY EX/UNUSABLE FORKS S&G TRUCK 10 CY
09/11/89 ROADWAY EX ; 1 . 1972 KENWDRTH 370 HP DIESEL 10 CY DUMP TRUCK
09/11/89 ROADWAY EX/UNUSABLE # 1 - 1972 KENHDRTH 370 HP DIESEL 10 CY DUMP 7RUCK
09/11/89 ROAOWAY EX # 2 - 1973 INTERNATIONAL 430 HP DSL 10 CY DMP TRK
09/11/89 ROADWAY EX/UNUSABLE # 2 - 1973 INTERNATIONAL 430 HP DSL 10 CY DMP TRK
09/11/89 ROAOWAY EX #10 - 1971 KENHORTH 350 HP DIESEL 10 CY DUMP TRUCK
09/11/89 ROADWAY EX/UNUSABLE #10 - 1971 KENHORTH 350 HP DIESEL 10 CY DUMP TRUCK
GRAOE HOP
GRADE ROADWAY EX
GRAOE WASTE SITE
ROADWAY EX
LOAD ROADWAY EX
GRAD. ROAOWA Y
GRAOE ROADWAY EX
LOAO ROADWAY EX
REMOVE UNUSABLE MATL
HAUL ROADWAY EX
HAUL UNUSABLE MATL
HAUL ROADWAY EX
HUAL UNUSABLE MATL
HAUL ROAOWA Y EX
HAUL UNUSABLE MA TL
HAUL ROADWAY EX
HAUL UNUSABLE MA TL
DAN
GARY
DArl
LYNN
LYIIN
DAN
SHANNON
KURT
KURT
RAY
RAY
STEVE
STEVE
DICK
DICK
SHAWN
SHAWN
0.5
4
7.5
2
2
0.5
4
4
6
1
6
2.5
4
1.5
1.5
1.5
1
$48.22
$18.47
$47.85
$52.1 0
$35.10
$22.72
164.85
$64.85
$29.35
$29.35
$19.13
$19.13
$19.13
$19.13
$19.13
$19.13
$19
$131
$9!
$10'
$1
$91
$25'
$3BI
$2'
$171
$4
$71
$21
$21
$21
$1!
=====================================================:r=============================================================================:::=:=:::c:
$1,72:
====================='::============II==lr=:I'I:===2I'1I=========:1=======11=====================================================================:::::=====:
09/12/89 ROADWAY EX 1965 TEREX 82-40AA 270 HP DIESEL DOZER
09/12/89 ROADWAY EX/UNUSABLE 1968 ALLIS CHALMERS HO-6 BO HP DIESEL DOZER
09/12/89 ROADWAY EX 1969 ALLIS CHALMERS 260 .25 HP DIESEL SCRAPER
09/12/89 ROADWAY EX 1978 CASE 850B 83 HP DIESEL DOZER
09/12/89 ROADWAY EX 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
09/12/89 ROADWAY EX/UNUSABLE 1979 8UCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
09/12/89 ROADWAY Ex # 1 - 1972 KENWORTH 310 HP DIESEL 10 CY DUMP TRUCK
09/12/89 ROADlfAY EK/UNUSABLE . I - 1m KENWORTH 370 HP DIESEL 10 CY OlJMP TRUCK
GRADE ROADWAY EX
GRADE WASIE SITE
GRADE ROADWAY Ex
GRADE ROADWAY EX
LOAD ROADWAY EX
REMOVE UNUSA8LE MA TL
HAUL ROADWAY EX
HAUL UNUSA8LE MA TL
LYNN
DAN
DAN
SHANNON
KURT
KURT
STEVE
STEVE
5
3.5
2
4
8.5
2.5
5
2.5
$48.22
$18.47
$47.85
$22.72
$64.85
$64.85
$19.13
$19.13
$24
$6,
$91
$91
$55
$16
$9!
$4'
...II:.......II...........S......................I:..................".............................:11.......1:...s....=.....~.=...lnl..=..;t.all=.=cl
$1,341
...........................................1..............................a.....a.............lIl:...c..................a.....c......=......1I1
09/13/89 ROADWAY Ex
09/13/89 ROADlfAY EX/UNUSABLE 1968 ALLIS CHALMERS HO-6 80 HP DIESEL DOZER
09/13/89 ROAOWAY Ex 1969 ALLIS CHALMERS 260 U5 HP DIESEL SCRAPER
09/13/89 ROADlfAY Ex IUD MICHIOAN 125 205HP DIESEL LOADER
09/13/89 ROADlfAY EX 1979 8UCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
09/13/89 ROADIIAY EX/UNUS4BLE 1m BUCYAUS ERIE 325H 205 HP DIESEL EXCAVATOR
5/31/90
ORA DE HOP
GRADE HASTE S lIE
ORADE ROADlfAY EX
LOAD ROAOWAY EX
LOAD ROADlfAY Ex
REMOVE UNUSABLE MAIL
DAN
DAN
LYNN
LYNN
KURT
KURT
5
1 $IU7
2 $47.85
3 130.85
5 164.85
6 $6U5
$11
$9!
$V
$32'
$38'
ATTACHMENT F - PAOE 1
171
1
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ATTACHMENT F - BRUCH AND 8RUCH CLAIM FOR HDH RIVER ROAD COMPENSATION
DATE WORK EQUIPMENT
ITEM OESCRIPTION
09/13/B9 ROADWAY EX/UNUSA8LE FORKS S&G TRUCK 10 CY
09/13/89 ROADWAY EX # 1 - 1972 KENWORTH 310 HP DIESEL 10 CY DUMP TRUCK
09/13/89 ROADWAY EX/UNUSA8LE # 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
09/13/89 ROADWAY EX #10 - 1971 KENWORTH 350 HP DIESEL 10 CY DUMP TRUCK
09/13/89 ROADWAY EX/UNUSABLE #10 - 1971 KENWORTH 350 HP DIESEL 10 CY DUMP TRUCK
WORK
PERFORMED
HAUL UNUSA8LE MATL
HAUL ROADWAY EX
HAUL UNUSA8LE MATL
HAUL ROADWAY EX
HAUL UNUSA8LE MA TL
OPERATOR/ EQUIP
HORKER HOURS
RAY 4
STEVE 4
STEVE 6.5
SHAWN 1
SHAWN 0.5
RENTAL RENTAL C
RATE HRS x R
$29.35 $117
$19.13 $76
$19.13 $124
$19.13 $19
$19.13 $9
============================================================================================================================================
$1.267
============================================================================================================================================
09/14/B9 ROADWAY EX
09/14/89 ROADWAY EX 1965 TEREX 82-40AA 270 HP DIESEL DOZER
09/14/89 ROADWAY EX/UNUSA8LE 1968 ALLIS CHALMERS HD-6 80 HP DIESEL DOZER
09/14/89 ROADWAY EX 1969 ALLIS CHALMERS 260 425 HP DIESEL SCRAPER
09/14/89 ROADWAY EX 1970 MICHIGAN 125 2D5HP DIESEL LOADER
09/14/89 ROADWAY EX 1975 INSLEY 1500 230 HP DIESEL EXCAVATOR
09/14/89 ROADWAY EX 1978 CASE 8508 83 HP DIESEL DOZER
09/14/89 ROADWAY EX 1979 8UCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
09/14/89 ROADWAY EX # 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
09/14/89 ROADWAY EX/UNUSABLE # 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
09/14/89 ROADWAY EX # 2 - 1973 INTERNATIONAL 430 HP DSL 10 CY DMP TRK
09/14/89 ROADWAY EX/UNUSA8LE # 2 - 1973 INTERNATIONAL 430 HP DSL 10 CY DMP TRK
09/14/89 ROADWAY EX m - 1971 KENWORTH 350 HP DIESEL 10 CY DUMP TRUCK
09/14/89 ROADWAY EX/UNUSABLE m - 1971 KENWORTH 350 HP DIESEL 10 CY DUMP TRUCK
GRADE HOP
GRADE ROADWAY EX
GRADE WASTE SI7E
GRADE ROADWAY EX
LOAD ROADWAY EX
LOAD ROADWAY EX
GRADE ROADWAY EX
LOAD ROADWAY EX
HAUL ROADWAY EX
HAUL UNUSABLE MA TL
HAUL ROADWAY EX
HAUL UNUSABLE MA TL
HAUL ROADWAY EX
HAUL UNUSA8LE MA TL
SAM
LYNN
SAM
GARY
LYNN
LYNN
SHANNON
KURT
STEVE
STEVE
DICK
DICK
SHAWN
SHAWN
B
4
4
2.5
2
2
2
11
5
1
2.5
0.5
4
0.5
$48.22
$IB.47
$47. B5
$30. B5
$52.10
$22.72
$64.B5
$19.13
$19.13
$19.13
$19.13
$19.13
$19.13
$192
$73
$119
$61
$104
$45
$713
$95
$19
$47
$9
$76
$9
============================================================================================================================================
$1.569
===============================================================================================::============================================
09/15/89 ROADWAY EX 1965 TEREX 82-4DAA 270 HP DIESEL DOZER
09/15/89 ROADWAY EX/UNUSABLE 196,8 ALLIS CHALMERS HD-6 80 HP DIESEL DOZER
09/15/89 ROADWAY EX 1969 ALLIS CHALMERS 260 425 HP DIESEL SCRAPER
09/15/89 ROADWAY EX 1978 CASE 850B B3 HP DIESEL DOZER
09/15/89 ROADWAY EX 1979 8UCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
09/15/89 ROADWAY EX FORKS S&G TRUCK 10 CY
09/15/89 ROADWAY EX/UNUSABLE FORKS S&G TRUCK 10 CY
09/15/89 ROADWAY EX/UNUSABLE a 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
09/15/89 ROADWAY EX/UNUSABLE m - 1971 KENWDRTH 350 HP DIESEL 10 CY DUMP TRUCK
GRADE RDAOWA Y EX
GRAOE HASTE SITE
GRAOE ROAOWAY EX
GRAOE ROAOWA Y EX
LOAO ROADWAY EX
HAUL RDAOWAY EX
HAUL UNUSABLE MA TL
HAUL UNUSA8LE MA TL
HAUL UNUSABLE MA TL
LYNN
SAM
LYNN
SHANNON
KURT
RAY
RAY
STEVE
SHAWN
2
4
2
2
6
0.5
4
4.5
2.5
$4B.22
$18.47
$47. B5
$22.72
$64.85
$29.35
$29.35
$19.13
$19.13
$96
$73
$95
$45
$389
$14
$117
$B6
$47
====II'=======_=====II==IIIIII':II==.==:W==Z::II:=:=..II'II'IIW..===_====a:lI..=c==.===:lII:I==::=:=========IlIl================lIll'lI=lI.====II========::========~======
$966
......C...==lI...==..=...II.......lIl1.II...............a.....Il...c.........IlV...II.IUil=II.===......c::UZ=.=======...1I1Ic.acc==.=:====a..======lI=Il::======
09/1B/89 ROADWAY EX GRAOE HOP KURT B
09/18/89 ROADWAY EX 1965 TEREX 82-40AA 270 HP DIESEL DOZER GRAOE ROADWAY EX LYNN 2 $48.22 $96
09/18/89 ROADWAY EX 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR LOAD ROADWAY EX KURT 4 $6c.B5 $259
09/18/89 ROADWAY EX FORKS S&G TRUCK 10 CY HAUL ROADWAY EX RAY 3.5 $29.35 $102
09/1B/89 ROADwAY EX/UNUSA8LE FORKS S&O TRUCK 10 CY HAUL UNUSA8LE MATL RAY 0.5 $29.35 $14
09/18/89 ROADWAY EX # I - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TROCK HAUL ROADWAY EX STEVE 0.5 $19.13 $9
09/1B/89 ROADWAY EX/UNUSA8LE # 1 - 1m KENNORTH 310 HP DIESEL 10 CY OUMP TRUCK HAUL UNUSA8LE MATL STEVE 3.5 $19.13 $66
........................................................11...................................................................................
$549
5/31/90
..........c............II:..........................................................................................................11.......11:.
ATTACHMENT F - PAGE 8
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ATTACHMENT F - BRUCH AND BRUCH CLAIM FOR HOH RIVER ROAD COMPENSATION
DATE WORK EQUIPMENT
ITEM DESCRIPTION
D9/19/B9 ROADWAY EX
09/19/85 ROADWAY EX/UNUSA8LE
09/19/89 ROADWAY EX 1978 CASE 8508 83 HP DIESEL DOZER
09/19/89 ROADWAY EX 1979 8UCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
09/19/89 ROADWAY EX FORKS S&G TRUCK 10 CY
09/19/89 ROAD~IAY EX/UNUSA8LE FORKS S&G TRUCK 10 CY
09/19/89 ROADWAY EX # 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
09/19/89 ROADWAY EX/UNUSABLE # 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
WORK
PERFORMED
GRADE HOP
LABORER
GRADE ROADWAY EX
LOAD ROADWAY EX
HAUL ROADWAY EX
HAUL UNUSABLE MA7L
HAUL ROADWAY EX
HAUL UNUSABLE MATL
OPERATOR/ EQUIP
WORKER HOUR5
SAM 8
KURT 2
SHANNON 8
KURT 8
RAY 4.5
RAY 1
STEVE 7.5
STEVE 0.5
RENTAL RENTAL COST
RA7E HRS x RATE
$22.72 $181.75
$64.85 $518.Bl
$29.35 $132.07
$29.35 $29.35
$19.13 $143.49
$19.13 $9.57
LABOR
RATE
$18.89
$18.89
$23.56
$23.92
$22.91
$22.91
$22.91
$22.91
LA8(
HRS
1
==============================================================================================================================================================
$1.015.04
==================================================================================================================================================~==========:
D9/2D/B9 ROADWAY EX
09/20/89 ROADWAY EX
D9/2D/B9 ROADWAY EX
D9/20/B9 ROADWAY EX
D9/20/B9 ROADWAY EX
09/20/B9 ROADWAY EX
09/2D/B9 ROADWAY EX
1965 TEREX 82-40AA 270 HP DIESEL DOZER
1977 CHAMPION 740A 210 HP DIESEL GRADER
197B CASE 8508 83 HP DIESEL DOZER
1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
FORKS S&G TRUCK 10 CY
# 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
GRADE HOP
GRADE ROADWAY EX
GRADE ROADWAY EX
GRADE ROADWAY EX
LOAD ROADWAY EX
HAUL ROADWAY EX
HAUL ROADWAY EX
SAM
LYNN
KURT
SHANNON
KURT
RAY
STEVE
3
6
2
6
9
5.5
8
$4B.22
$35.10
$22.72
$64.85
$29.35
$19.13
$IB.B9
$23.56
$23.92
$23.56
$23.92
$22.91
$22.91
$289.31
$70.20
$136.31
$583.66
$161.42
$153.05
===========================================================================================================================================================:.:==
$1.393.97
==============================================================================================================================================================
09/21/89 ROADWAY EX
09/21/89 ROADWAY EX/UNUSA8LE
09/21/89 ROADWAY EX 1965 TEREX 82-40AA 270 HP DIESEL DOZER
09/21/89 ROADWAY EX/UNUSABLE 1968 ALLIS CHALMERS HD-6 80 HP DIESEL OOZER
09/21/89 ROADWAY EX 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
09/21/89 ROADWAY EX FORKS S&G TRUCK 10 CY
09/21/89 ROADWAY EX/UNUSA8LE FORKS S&G TRUCK 10 CY
09/21/89 ROADWAY EX " 1 - 1972 KENWORTH 370 HP DIESEL 10 CY OUMP TRUCK
09/21/89 ROADWAY EX/UNUSA8LE # 1 - 1972 KENWORTH 370 HP OIESEL 10 CY DUMP TRUCK
GRADE HOP
LABORER
GRADE ROADWAY EX
GRADE WASTE SITE
LOAD ROADWAY EX
HAUL ROADWAY EX
HAUL UNUSABLE MATL
HAUL ROADWAY EX
HAUL UNUSABLE MATL
SAM
SAM
LYNN
SAM
KURT
RAY
RAY
STEVE
STEVE
1
1
2
6
10
6.5
1.5
9
1
$48.22
$18.47
$64.85
$29.35
$29.35
$19,13
$19.13
$96.44
$110.81
$648.52
$190.77
144 .02
$172.19
$19.13
$18.B9
$18.89
$23.56
$23.56
$23.92
$22.91
$22.91
$22.91
$22.91
==============================================================================================================================================================
$1,281.87
=================================================================================================================::1===========================================11
09/22/89 ROAOWAY EX 1965 TEREX 82-40AA 270 HP DIESEL DOZER
09/22/89 ROADWAY EX/UNUSABLE 1968 ALLIS CHALMERS HO-6 80 HP DIESEL DOZER
09/22/89 ROADWAY EX/UNUSA8LE 1974 TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK
09/22/89 ROADWAY EX 1978 CASE 850B 83 HP DIESEL DOZER
09/22/89 ROAOWAY EX 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
09/22/89 ROADWAY EX FORKS S&G TRUCK 10 CY
09/22/89 ROADWAY EX # 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
09/22/89 ROADWAY EX .10 - 1971 KENHORTH 350 HP DIESEL 10 CY DUMP TRUCK
GRADE ROADWAY EX
GRADE WASTE SITE
HAUL UNUSA8LE MATL
GRADE ROAOWA Y EX
LOAD ROADWAY EX
HAUL ROADWAY EX
HAUL ROADWAY EX
HAUL ROADWAY EX
KURT
SAM
SAM
SHANNON
KURT
RAY
STEVE
SHAWN
2
2.5
4
6
8
7
8
6
$48.22
$18.47
$48.49
$22.72
164.65
129.35
$19.13
$19.13
$96.44
$46.17
$193.9 8
$136.31
$518.81
$205. U
$153.05
$114.79
$23.56
123.56
$23.29
$23,56
$23.92
$22.91
122.91
122.91
.1I1I..1I:.............IIII..........II........=.....lI...........C...II.II..z:..c:=::lI.allll.C1I1..:IlIlIl:r....IU:IIIU....=.a.Il........:..II..=.=.I:.:I.................II.....II.....a......1
11,465.00
$1,'
.....~.........a.............................a.II:........II......II.........II........a.......................:I.11.....................1':...........................
09/26/89 ROADWAY EX 1969 ALLIS CHALMERS 260 m HP DIESEL SCRAPER ROADWAY EX DAN 7 $47.85 $33U6 $23.92 I
09/26/89 ROADWAY EX/UNUSABLE 197. TEREX TITAN 3305 350 HP OSL 30 CY DUMP TRUCK HAUL UNUSABLE MATL DAN 10.5 $48.49 $509.19 $23.29 I
09/26/&9 ROADWAY EX 1978 CASE 8508 83 HP DIESEL DOZER GRADE ROADWAY EX SHANNON 5.5 $22.72 $12U5 $23.56 I
5/31/90
ATTACHMENT F - PAGE 9
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ATTACHMENT F - BRUCH AND BRUCH CLAIM FOR HOH RIVER ROAD COMPENSATION
DATE WORK EQU I PMENT WORK OPERATOR/ EQUIP RENTAL RENTAL COST LABOR LABDI
ITEM DESCRIPTION PERFORMED WORKER HOURS RATE HRS x RATE RATE HRS ,
09/26/89 ROADWAY EX 1979 8UCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR LOAD ROADWAY EX KURT 11 $64.85 $713.37 $23.92 $:
09/26/89 ROADWAY EX FORKS S&G TRUCK 10 CY HAUL ROADWAY EX RAY 8 $29.35 $234.19 $22.91 $
09/26/89 ROADWAY EX " 1 - 1912 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK HAUL RDA~WAY EX STEVE 10 $19.13 $191.32 $22.91 $:
09/26/89 ROADWAY EX I 2 - 1973 INTERNATIONAL 430 HP DSL 10 CY OMP TRK HAUL ROADWAY EX DICK 4.5 $19.13 $86.09 $22.91 $
==:::===============::===========================================================================================================================================:
$2.194.67
$1.:
==============================================================================================================================================================:
09/27/89 ROADWAY EX
09/21/89 ROADWAY EX 1969 ALLIS CHALMERS 260 425 HP DIESEL SCRAPER
09/27/89 ROADWAY EX/UNUSA8LE 1974 TEREX TITAN 3305 350 HP DSL 30 CY DUMP TRUCK
09/21/89 ROADWAY EX 1978 CASE 85DB 83 HP DIESEL DOlER
09/27/89 ROADWAY EX 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
09/27/89 ROADWAY EX FORKS S&G TRUCK 10 CY
D9/27/B9 ROADWAY EX # 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK
09/27/89 ROADWAY EX # 2 - 1973 INTERNATIONAL 430 HP DSL 10 CY DMP TRK
GRADE HOP
ROAOWA Y EX
HAUL UNUSABLE MATL
GRADE ROADWAY EX
LOAD ROADWAY EX
HAUL ROADWAY EX
HAUL ROADWAY EX
HAUL ROADWAY EX
$:
$'
$
$:
$
$'
$
2
8.5
B
5
9
7.5
1.5
5.5
$18.89
$23.92
$,23.29
$23.56
$23.92
$22.91
$22.91
$22.91
DAN
DAN
GARY
SHANNON
KURT
RAY
STEVE
DICK
$47.85
$48.49
$22.72
$64.85
$29.35
$19.13
$19.13
$406.14
$387.95
$113.59
$583.66
$220.12
$143.49
$105.22
===========================================================:==================================================================================================:
$1.960.7B
$1.:
==============-================================================================================================================================================:
09/28/89 ROADWAY EX/UNUSABLE 1965 TEREX 82-40AA 270 HP DIESEL DOZER GRADE HASTE SITE DAN 6 $48.22 $289.31 $23.56
09/28/89 ROADWAY EX 1968 ALLIS CHALMERS HD-6 BO HP DIESEL DDlER GRADE ROADHA Y EX LYNN 2.5 $18.47 $46.17 $23.56
09/28/89 RDADHAY EX/UNUSABLE 196B ALLIS CHALMERS HD-6 80 HP DIESEL DDlER GRADE WASTE SITE DAN 1 $18.47 $lB.47 $23.56
09/28/89 ROADWAY EX 1969 ALLIS CHALMERS 260 425 HP DIESEL SCRAPER ROADWAY EX DAN 8.5 $47.85 $406.74 $23.92 $
09/28/89 ROADWAY EX 1978 CASE B50B B3 HP DIESEL DOlER GRADE ROADHAY EX SHANNON 3 $22.72 $68.16 $23.56
09/28/89 ROADWAY EX 1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR LOAD ROADWAY EX KURT 8.5 $64.85 $551.24 $23.92 $
09/2B/89 ROADWAY EX FORKS S&G TRUCK 10 CY HAUL ROADWAY EX RAY 4.75 $29.35 $139.41 $22.91 $
09/2B/B9 ROADWAY EX " 1 - 1972 KENWORTH 370 HP DIESEL 10 CY DUMP TRUCK HAUL ROADWAY EX STEVE B.5 $19.13 $162.62 $22.91 $
09/28/89 ROADWAY EX # 2 - 1973 INTERNATIONAL 430 HP DSL 10 CY DMP TRK HAUL ROADWAY EX DICK 4.5 $19.13 $86.09 $22.91 $
====:::===========11::1:1===================-==============1:I==~===r:::===================:z===================::=====:=================================================:
, $1.768.21 $1.
======_=============:I============..:r==I:=====C====_==.=1:I=1::============I::all===I:=====III:========II==::II=========::===l:U:==================lI===========================
10/02/89 ROADWAY EX
10/02/89 ROADWAY EX
DAN
SHAWN
$23.92
$22.91
$
$
1973 ALLIS-CHALMERS HD-12G lB5 HP DSL TRACK LOR RIP ASPHALT
.10 - 1971 KENHORTH 350 HP DIESEL 10 CY DUMP TRUCK HAUL ROADWAY EX
7
5.5
$39.35
$19.13
$275.4 6
$105.22
.1l..alllr..III1..=a.cllc.::II...=.O.II..IIIl1....CIllC.C.....Il.II...1I..=.I:I:I:IIIUI.==.....II...I:==.....a.llc..:lIIII.III:.....=.=.1:=1I1111=====:I===========II:all..II:...=III11I11I1=========.======:
$380.69
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10/03/89 ROA:;IIAY EX
DAN
$98,38 $23.92
2.5 $39.35
1973 ALLIS-CHALMERS HD-12G 185 HP DSL TRACK LOR
REMOVE ASPHALT
.=......C......C1........................C...U...l:I...II..1I....s.II...=...l:I.......a............"..........c..llIs...c:r:..===.==.==a.III1.=....l'2I:........II.a.a=.IIII.aa.l:IlI'
$98.38
.................................................11.........................................................11.....11....1'11..=..11....11...................3.1:......'
10/05/89 ROADWAY EX 1G69 ALLIS CHALMERS 260 US HP DIESEL SCRAPER ROADWAY EX SHANNON 2 $'7.85 $95.70 $23.92
10/05/8g ROADWAY EX U79 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR LOAD ROADWAY EX KURT 1.5 $6U5 $97.28 $23.92
.......:1......................................................................................................1I...........a....................................1
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.
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10/06/89 ROADWAY EX U79 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR ROADWAY EX KURT $6U5 $389.11 $23,92
5/31m
AfT ACHMENT F - PAGE 10
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ATTACHMENT F - BRUCH AND BRUCH CLAIM FOR HDH RIVER ROAD COMPENSATION
DATE
WORK
PERFORMED
OPERATOR/ EQUIP RENTAL RENTAL COST LABG
HORKER HOURS RATE HRS x RATE RATE
HORK
ITEM
EQUIPMENT
DESCRIPTION
=================================================================================================================================================
$389.11
================::============================================================================================================================
10/09/89 ROADWAY EX
# 1 - 1912 KENWORTH 310 HP DIESEL 10 CY DUMP TRUCK HAUL ROADWAY EX
1.5 $19.13
$2B.70 $22.
STEVE
=============================================================================================================================================
$28.70
----------------------..-------------------------------------------------------------------------------------------------------------------------..
------------------------------------------------------------------------..---------------------------------------------------------------------..----..
10/10/89 ROAOWAY EX
$5\8.81 $23.
1979 BUCYRUS ERIE 325H 205 HP DIESEL EXCAVATOR
LOAD ROADWAY EX
KURT
$64.85
$51B.81
=================::==================================================================================================================================
MARKUP RATE AllOWED PER SECTION 1-09.6
PLUS MARKUP
$53,238.62
m
$1,985.79
$61,224.41
TOTAL FOR ROADWAY
5/31/80
ATTACHMENT F - PAGE 11
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ATTACHMENT G - BRUCH AND BRUCH CLAIM FOR UPPER HOH RIVER ROAD COMPENSATION
BORROW EXCAVATION
At 11:15 AM on April 21, 1989, Tom Morello of the Jefferson
County Public Works Department called Lynn Bruch to inform him
that another contractor had inquired about how borrow on the Upper
Hoh River Road Project would be measured. Mr. Morello was calling
all prospective bidder's to inform them that borrow would be
measured in the hauling conveyance. He said it would not be
practical to cross section and measure borrow in the Winfield Pit
as required by Section 2-04.4 of the Standard Specifications
because so many other contractors could be using the source and
might take material from the measured area. Tim Holt of Delhur
Construction, George Peabody of Lakeside Industries and Bruce
Seton of Seton Construction Company we~e also called by Mr.
Morello and informed of the same information. Mr. Bruch bid the
Borrow Excavation as truck measure because of this phone call.
Borrow Excavation quantities were measured and agreed on by
truck measure throughout the entire project. On February 3, 1990
at a meeting with Ed Berschinski and Ralph Heitt, Mr. Bruch was
informed that regardless of what Mr. Morello said in his phone
call the Borrow Excavation would be measured in place as specified
in Section 2-03.3(13) of the Standard Specification.. When it was
pointed out that the section required surveyed cross sections of
the borrow site to arrive the pay quantity they said an adjustment
factor would be developed.
Since that time Mr. Bruch has attempted to no avail to negotiate
an acceptable compromise over the difference in price with
Jefferson County. The position of Bruch and Bruch is that Mr.
Morello caused the Borrow Excavation bid item to be bid using
truck measure qunatities and that the item should be paid in that
manner. In accordance with Section 1-09.11(2) claim is made for
the difference in price between the truck measure quantity and the
in plnce quantity for $10,105.03, (See Attachment H for
explanation of quantities and prices)
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ATTACHMENT G - PAGE 1
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ATTACHMENT H - BRUCH AND BRUCH CLAIM FOR UPPER HOH RIVER ROAD COMPENSATION
DATE
UPPER HOH ROAD BORROW EXCAVATION QUANTITIES
ALL UNITS ARE IN TP CK MEASURED CUBIC YARDS
07/26/89
07/27/89
07/28/89
07/31/89
08/01/89
08/02/89
08/03/89
08/04/89
08/07/89
08/08/89
08/09/89
08/10/89
08/11/89
08/14/89
08/15/89
08/16/89
08/17/89
08/1 6/89
08/21/89
08/25/89
08/26/89
08/28/89
OH/29/89
08/30/89
08/31/89
09/05/89
09/06/89
09/07/89
011/08/89
09/11/89
09/12/89
09/13/89
09/14/89
09/15/89
09/18/89
09/19/89
09/20//19
09/21/89
09/22/89
09/25/89
Oll/26//l9
09/27/89
09/28/09
09/29/89
10/02/811
10/03/89
.10/04//19
5/31/90
.
BORROW
35.0
35.0
140.0
437.5
910.0
1.050,0
866.0
630,0
1.137.5
0.0
437.5
962.5
411.3
857.5
9]0.0
980.0
1.041.3
367.5
]75.0
419.0
0.0
0.0
0.0
0.0
0.0
0,0
0.0
0.0
0,0
0.0
0.0
0.0
0.0
0.0
0,0
0.0
0.0
0.0
0,0
0,0
0.0
0,0
0.0
0,0
0.0
0.0
0.0
GRAVEL
BASE
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
402.5
647.5
612.5
840.0
805,0
1.032.5
542.5
507.5
927.5
805.0
595.0
1,002.5
892.5
810.0
985.0
1,452.5
1.120.0
1.032.5
005.0
455.0
1.01 r;. 0
350.0
047.5
065.0
997,5
1,242.5
805,0
997.5
ATTACHMENT " - PAGE 1
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ATTACHMENT H - BRUCH AND BRUCH CLAIM FOR UPPER HOII RIVER ROAD COMPENSATION
r
I
10/05/89
10/06/89
10/09/89
10/10/89
10/11/89
10/13/89
10/14/89
10/16/89
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
455.0
52.5
0.0
297.5
17.5
140.0
0.0
0.0
~===================================
35,757.5
11,802.5
23,955.0
TOTAL
THROUGH PAY REQUEST #6 BORROW AND GRAVEL BASE WERE PAID AT THE
CONTRACT UNIT PRICE OF $5.65/CY MEASURED IN THE HAULING
CONVEYANCE.
THE TOTAL YARDAGE AT THAT TIME WAS 33.939.9 CV AND HAS BEEN
CORRECTED TO 35.757.5 DURING THE PREPARATION OF THE CLAIM. THE
ADDITIONAL YARDAGE CONSISTED OF MATERIAL SHOWN ON TRUCK TICKETS
NOT INCLUDED IN THE ORIGINAL PAY ESTIMATES.
ON PAY ESTIMATE 7(REVISED) JEFFERSON COUNTY SHIFTED 9,555 CY OF
GRAVEL BASE TO THE BORROW EXCAVATION QUANTITY BRINGING THE TOTAL
TO 21,357.5 TRUCK MEASURE CUBIC YARDS. IN AN ATTEMPT TO REPRESENT
AN ESTIMATED NEAT LINE MEASUREMENT .JEFFERSON COUNTY HAS REDUCED
THE BORROW TOTAL TO 19,569 CY.
SHIFTED BORROW TOTAL
ESTIMATED NEAT LINE TOTAL
21,357.5
19,569.0
DIFFERENCE
UNIT PRICE
1,788.5
$5.65
PRICE DIFFERENCE
$10,105.03
5/31/90
ATTACHMENT II - PAGE 2
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SPECIALIZED FOREST PRODUCTS HARVESTING PERMIT
,"I:: . C/t!~7+'1.,
No. /T'6':lb30 5
I'ERMITIOR
STATE OF WASHINGTON
Pt!rmit is herehy Wlll1tud to hnrvcflt.
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It shnll be unlawful for any person. upon official Inquiry. InvcsUpUon. or other authorized procecdill85. to offer as genuine any paper.
, document. or other Instrument In writing purporting to be a harwotlnll permit. or true copy thereof, salcs Invc>lcc. or bill of Illlllna. or
to make nny repr..entatlon of uuthorlly to conduct harvesting or Iransportlna of spcclaii..cd forcst productl. knowlna the lame to be
In any manner fal.e. fraudulent, foraed, or Ilolen. I have rcad and undersland the abo, ve.l I ....."...."
TRUE COPY _/~?, , 11,~"~'io , ' L ,....,
"hiH trUtl (!UJ))' iM "lvlln to ' I ' .~..4'.'..." ~ '
nnd .hnll "xlllre ,,"n""rrunt with the ahove eXPlra~on dato or ./ ~ ~ or Pennltleoj' .~
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(trun.ptll1flt{pn) ".. not oolocted ;,~: n ,-."'~ :?, ,
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10 be In llrdCr a~h, valld~;thl. permit. (Permlllor Vallilatlon Slanature)
::('"~~~''.-- . De"U)Y 0 Attachment made a part of thll permit
Other conditlons'..;d.....;.:'"r..(... 'I l' ,/, '"~ '. ..I~."~' i,. /l'.""\,,, .,.;'I',/~ MI10.U!lI(lOm)
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HYDRAULIC PROJECT
APPROVAL
R.C.W.75.20.100
R.C.W. 75.20.103
r.n April 21, 1989
(appl ieant should refer to this date in all eorrespor.dence)
PAGE 1 OF 1 PAGES
DEPAR1lIENT OF FISHERIES
GeneraL Adainistration Bldg.
Ol)'llpia, W8sMngton 98504
(206) 753-6650
DEPAR11IENT OF FISHERIES
~LAST ~Iherson CO. FIRST ~CONTACT PHONE(S) [1JCONTROL ~~;;07 0 9 - 0 1
Public Works ~ (206) 385-9160
~ STRE~/~ R~~ R~rel1o - Post Office Box 1220 [] ~ [!J ~fr.0441
CITY ~r;.TE ZIP iEJ !:!iJ
Port Townsend 98368
~ATERunnamed '.rributaries ~~~fRYigaring Creek I11J perWU~J~J~~lvert
~UARTER SECTION TOWNSHIP RANGE(E-W) COUNTy ----------
SECTION NW 22 27N 12W Jefferson Replacement
------------------------------ ----------
TXME LIMITATXORS' I [[] THIS PROJECT !lAY BEGIN I ~ AND MUST BE COIlPLETED BY
. June 15, 1989 October 15 1989
llflS APPROVAL IS TO BE AVAILABLE ON "!HE JOB un AT AU. TIllES AND ITS PROVISIONS FOUOlIED BY llfE PERIIITTEE AltO OPERATOR PERFORllING
~
SEI: IMPORTANT aF.Nr.RAI. PROVISIONS ON RF.VF.RSF. SIDE or APPROVAl.
NOTE: This approval is written for two (2) separate culvert sites:
~l~ Unnamed Tributary to Hell Roaring Creek Road Station 65+30
2 Unnamed Tributar~ to Unnamed Tri utary to Hell Roaring cree~,
Road Station 65+ O.
1. All work in the stream channel shall be isolated from the flowing
stream by pumping or pi~ing the stream flow around the construct~on
site and returning the low directly into the natural stream channel.
2. The culvert shall be countersunk a minimum of six (6) inches below
below the streambed at the outlet and placed on a zero (0) percent
gradient.
3. The culvert shall be of sufficient size to adequately pass flows to
the fifty-year flood level.
4. The road fill shall be protected as required to prevent erosion.
5. It is the cesponsibilitr of the landowner to maintain the culvert
in a condition which wi 1 effectively and freely ~ass fish at all
times per De~artment of Fisheries approval. Shou d the structure
become a hin rance to fish passa~e ~n the future, the landowner
will be financially respons1ble or its immediate repair.
LOCATION: About 1 mile east of Highway 101 on the Upper Hoh Road.
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RECEIVED
APR 2 G 1989
SEPA: DNS, Jefferson COUI1ife 374-9506 JEFFERSON COUNTY
REGIONAL HABIJtT HANAGER - Tom elson (206)
PATROL _ aw PUBLIC WORKS DEPT,
APPLICANT - UILOLIFE - READER - PATROL - HAB. "GR, - URIA ,.
DBPAR2MERT OF FISRERIES ~ AI P;~. ~DIRll:C1'OR
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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 PERSON(S) TO WHOM THIS APPROVAL IS ISSUED MAY BE HELD LIABLE FOR ANY
LOSS OR DAMAGE TO FISH LIFE OR FISH HABITAT WHICH RESULTS FROM FAILURE TO
COMPLY WITH THE PROVISIONS OF THIS APPROVAL.
FAILURE TO COMPLY WITH THE PROVISIONS OF THIS APPROVAL COULD RESULT IN A
CIVIL PENALTY OF UP TO ONE HUNDRED DOLLARS PER DAY OR A GROSS MISDEMEANOR
CHARGE, POSSIBLY PUNISHABLE BY FINE OR IMPRISONMENT.
ALL HYDRAULIC PROJECT APPROVALS ISSUED PURSUANT TO RCW 75.20.100 ARE
SUBJECT TO ADDITIONAL RESTRICTIONS. CONDITIONS, OR REVOCATION IF THE
DEPARTMENT OF FISHERIES OR DEPARTMENT OF WILDLIFE DETERMINE THAT NEW
BIOLOGICAL OR PHYSICAL INFORMATION INDICATES THE NEED FOR SUCH ACTION. THE
PERMITTEE HAS THE RIGHT PURSUANT TO CHAPTER 34.04 RCW TO APPEAL SUCH
DECISIONS. ALL HYDRAULIC PROJECT APPROVALS ISSUED PURSUANT TO RCW 75.20.103 MAY
BE MODIFIED BY THE DEPARTMENT OF FISHERIES OR DEPARTMENT OF WILDLIFE DUE TO
CHANGED CONDITIONS AFTER CONSULTATION WITH THE PERMITTEE: PROVIDED HOWEVER.
THAT SUCH MODIFICATIONS SHALL BE SUBJECT TO APPEAL TO THE HYDRAULIC APPEALS
BOARD ESTABLISHED IN RCW 75.20.130.
THIS APPROVAL PERTAINS ONLY TO THE PROVISIONS OF THE FISHERIES AND
WILDLIFE CODES. ADDITIONAL AUTHORIZATION FROM OTHER PUBLIC AGENCIES MAY BE
NECESSARY FOR THIS PROJECT.
APPI!AI.s . GI!NI!RAL INI'ORIoIATlON
II' YOU WISII TO APPIW. DIINIAL OR CONDITIONS 01' AN HP", THI!RB ARI! INI'ORIoIAL AND FORMAL APFEAL
PIIOCI!SSI~~ AVAILABI.!!.
A.
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INI'ORMAL "PFI!AI.s:
AN INFORIoIAL APPEAL (WAC %20. t 10-340) ('.oNSI51'S OF CONTACTlNO Tim RoolONAL HABITAT
MANAOI!R AND DlSCUSSINO YOUR CONCI!RNS. MO~T PROBLl!MS ARE RF.soLVBD AT TlDS Ll!VEL, BUT IF
NOT, YOU MAY I!IJJVATIJ YOUR CONCIlRNS 1'0 1'H1! CIDIlf/ 01' Tim HABITAT MANAOIlUBNT DIVISION IN
OI.YIoIPIA. TIIll HABITAT MANAOI!MI!NT DIVISION CIDI!I"S DI!CJSlON SJIALI. BB APPROVeD OR
DISAPPROVI!D BY Till! DIRJ!CTOR Oil DBSIONP.Jl. II' YOU ARB NOT SATISl'leD WITJf Tim RBSULTS OF TIDS
INI/ORMAL APP!'..AI., A FORMAl. APPI!AI. MAY UI! I'IU!D.
.
FORMAl. APPl!AI.s:
I) FOil AIL CIVil. PllNAI."Y APPllAI.s AND I'OR OTIIJ'.R HP" APF!'..ALS WIGClI AlII! NOT ASSOClATBD wml
IIIIIIIIA1'ION OR S'I'()CK-WATI!RINO DIVI!RSIONS. A WRI1TIIN APPIlAI. RI'.oUllST MU51' BIlI'ILP.o WITJf Tim
I)I!PAR'rloll!N1' 1'11A'1' ISSUI!I) OR DI!NII!I) TlUl APPlIllVAL OR UIVII!I) '110\ CIVil. PIINALTY YOU AlII!
APPllAJJNO (WAC 220-110-350).
21 FOR APPIlALS 01' DIINIAI. OR CONDITIONS 01' AN HP" AS5OCIATF.o wmllRRIGATlON OR STOCK.
WATJ!RINO DIVI'JtSIONS 0TI0!R TIIAN CIVIL PIINALTY APPJlAI.5, A WRITTEN APPllAL RI'.oUI!5T MUST all
I'IJJ!D WITII 'nm HYDRAUUC "PPPALS BOARD P!'.R WAC 259-04. Tim MAlUNG ADDRIlSS 01' Tim
APPllAI.~ BIMRD IS: ENVIRONMI!NTAI. HIIARINOS OFI'ICI!. BUlLDINO Two . RowS SIX, LACI!Y,
WASIUNO'IUN 98504; TIlI.J!rIIONIl %0"459.63%1.
31 FAILUIU! 10 APPIlAL WITlDN 30 DAYS 01' TlDlUATIl OF AC110N YOU AlII! APPJlAJ.JNO RIlSULTS IN
l'OIlI'I!J1\JRIJ 01' ALL APrIlAl. RIOlrrl.
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HYDRAULIC PROJECT
APPROVAL
R.C.W.75.20.100
R.C.W. 75.20.103
141 April 21, 1989
(applicant should refer to tMs date in aLL correspondence)
PAGE 1 OF 2 PAGES
DEPAllTIlENT OF FlSllERIES
GeneraL AdIIinistration Bldg.
Olyoopia, Washington 98504
(206) 753-6650
DEPARTlIENT OF FISHERIES
~LAST ~herson CO. pubir~ Works 1!!J(~~Tl)j~~_9160
~ STRE~/~ ~~ 7;rello _ Post Office Box 1220
por~TYTownsend ~1J..TE 98368ZlP
~IIATERunnamed Trib. /Unnamed Tri~I.BUT"1Ie:fl Roarin Creek
'l3'QUARTER SECTION TOIINSHIP RANGE(E-W) COUNTY
c:.:.JSECTION NW 22 27N 12W Jefferson
[1]CONTROL ~~"!~O 71 0 - 0 1
[!] [!] 9 lI~bA.0441
IEl
ff1] h TYPE Of PI!lIJECT
..E 3~n!:f _c..!!~~ __
-----------------------------
"'1MB LIMITA"'IO.S' [] THIS PROJECT /lAY BEGIN
.. ... June 15, 1989
@J AND MUST BE COHPLETED BY
October 15 1989
THIS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT ALL TIMES AND ITS PROVISIONS FOLLOIIED BY THE PERIIITTEE AIID OPERATOR PERFOIlItIIlG
~
~NT CfNr.RII. PROVISIONS ON Rr.Vr.RS,. SID,. Of.Al!l!l!llYAL
Note: The Regional Habitat Manager must be onsite for certain provision
compliance given below. It is important that the permittee give
the manager ample time to prepare for the onsite meeting. Two
weeks advance notice is recommended.
CHANNEL CONSTRUCTION PROVISIONS
1. The new stream channel shall be constructed in the dry. The stream
shall be routed into the new channel only after construction is
complete.
The constructed streambed shall not be less than five (5) feet in
width at any point.
For the purpose of stream meandering, the constructed channel shall
be at least ten (10) percent greater in length than the existing
channel.
A number of pools shall be constructed into the new chann~l with
the dimensions and frequency that comply with the Regional Habitat
Hanager's onsite specificatIons.
The construction site shall be protected from erosion by
revegetating all exposed earth.
Clean gravel shall be placed in the areas determined necessary by
the Regior-al Habitat tranager.
2.
3.
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SEPA: DNS, Jefferson County
REGIONAL HABmT "lHAGER - Tom N'elson (206) 374-9506
PATROL _ HllW
APPLICANT - IIILDLlfE - READER - PATROL - IWI. I4GR. . WRIA
DEPAR~.r OF FISHERIES
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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 PERSON(S) TO WHOM THIS APPROVAL IS ISSUED MAYBE HELD LIABLE FOR ANY
LOSS OR DAMAGE TO FISH LIFE OR FISH HABITAT WHICH RESULTS FROM FAILURE TO
COMPLY WITH THE PROVISIONS OF THIS APPROVAL.
FAILURE TO COMPLY WITH THE PROVISIONS OF THIS APPROVAL COULD RESULT IN A
CIVIL PENALTY OF UP TO ONE HUNDRED DOLLARS PER DAY OR A GROSS MISDEMEANOR
CHARGE, POSSIBLY PUNISHABLE BY FINE OR IMPRISONMENT.
ALL HYDRAULIC PROJECT APPROVALS ISSUED PURSUANT TO RCW 75.20.100 ARE
SUBJECT TO ADDITIONAL RESTRICTIONS, CONDITIONS, OR REVOCATION IF THE
DEPARTMENT OF FISHERIES OR DEPARTMENT OF WILDLIFE DETERMINE THAT NEW
BIOLOGICAL OR PHYSICAL INFORMATION INDICATES THE NEED FOR SUCH ACTION. THE
PERMITTEE HAS THE RIGHT PURSUANT TO CHAPTER 34.04 RCW TO APPEAL SUCH
DECISIONS. ALL HYDRAULIC PROJECT APPROVALS ISSUED PURSUANT TO RCW 75.20.103 MAY
BE MODIFIED BY THE DEPARTMENT OF FISHERIES OR DEPARTMENT OF WILDLIFE DUE TO
CHANGED CONDITIONS AFTER CONSULTATION WITH THE PERMITTEE: PROVIDED HOWEVER,
THAT SUCH MODIFICATIONS SHALL BE SUBJECT TO APPEAL TO THE HYDRAULIC APPEALS
BOARD ESTABLISHED IN RCW 75.20.130.
THIS APPROVAL PERTAINS ONLY TO THE PROVISIONS OF THE FISHERIES AND
WILDLIFE CODES. ADDITIONAL AUTHORIZATION FROM OTHER PUBLIC AGENCIES MAY BE
NECESSARY FOR THIS PROJECT.
APPI!AIS - GllNllRAL INFORMATION
II' YOU WISII TO APPI!AI. DIJNIAI. OR CONDITIONS 01' AN HPA, THIlRB ARH INFORMAL AND FORMAL APPEAL
PR()CI~~SI~~ AVAII.ABI.I!.
A. INI'ORMAL APPHAI~..:
AN INFORMAL APPHAI. (WAC 220.110.340) C:ONSI!>TS OF CONTAC1'INO TIm REGIONAL HABITAT
MANAOI!R AND P1SCUSSINO YOUR CONCI!RNS. MO!>T PROBLBMS ARIl RB.'iOLVBD AT TIllS LnVBL, Bur IP
NOT, YOU MAY l!I.llVATf! YOUR CONCI!RNS 1'0 1'1111 cmup OP TIll! HABITAT MANAOIlMBNT DIVISION IN
OI.YMPIA. TIm HABITAT MANAGIlMI!NT DIVISION CIOHF'S DI!CISION SHALL on APPROvnD OR
U1SAPPROVI!D OY TlDl DIRHCfOR OR DI!SIGNI!fl, II' YOU ARB NOT SATISI'IHD WITH TIm RF.sUI.TS OF TIDS
INI'ORMAL APPHAI., A FORMAL APPIIAI. MAY DIlI'II.ItD.
8. FOIIMA'. APPIlAI...:
Il FOR AU. CIVil. PI!NAI.TY APPHAIS AND POR OTIB!R "P" APPI!ALS WIDClI ARB NOT ASSOCIATED WITII
1IU110ATION OR STO(:K.WATI!RINO DIVI!RSIONS, A WRI1TIlN APPIlAI. RI'.oUI~'lT MUST Oil I'ILIlD WITH TlOI
J)Il'ARTMIlNT TIIAT ISSUI!J) OR D1!N1I1Il11I1l APPROVAl. OR UIVlIlI) TIO! CIVil. PIlNALTY YOU ARI!
AI'PI!AI.INCJ (WAC 220.110.350).
2) FOR APPllALS OF DIlNIAI. OR CONOI1'IONS 01' AN HPA ASSOCIATI!O WITIIIRRIClATlON OR STOCK.
W ATIlRINO D1VI!RSIONS a110!R TIIAN CIVIL PIlNAL TY APPIlAI~.., A WRlTfnN APPIlAL RI'.oUllST MUST aD
I'II.I!D WITII TlOI HYDRAULIC APPIlALS BIMRO PIlA WAC Ull.O... TIO! MAlUNG ADORIlSS OP nm
AI'PI!AI... BOARD 15: ENVIRONMI!NTAI. HIlARINOS OI'FICIl. BUILDINO Two .Rown SIX, LACIIY,
WAsIIINo'roN 11150..; TllIJ!PIIONIl 206'4511.6327.
31 FAII.URI! 1'0 APPIlAI. WITIDN 30 DAVII 01' nO! DATil OP ACMON YOU ARIl APPIlAIJNO RIlSUI.TS IN
1'()Rl'llITlIIU! 01' AU. APPIlAI. RIOIITS.
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BYDRAULJ:C PROJBC~
APPROVAL
R.C.W.75.20.100
R.C.W.75.20.103
~ April 21, 1989
CeppL icant should refer to this date in all correspondence)
PAGE 1 OF ~ PAGES
DEPARTJIEJlT OF FISHERIES
Goneral AdIIinistration Bldg.
Ol)'1lpia, Washington 98504
(206) 753-6650
DEPAIl1lIEIIT OF FISHERIES
.0
iijj1Ul.T NAIlE I<jjlCOHTACT, PHOHE(S)
~ . Jefferson Co. Public Works ~ (206) 385-9160
ImwATE'bnnamed Trib. to Unnamed Trib.
:;-]COHTROL NUPlBER
D 00-40710-01
[2] WRIA
20.0441
STRUCTURE PLACEMENT PROVISIONS
1. The following shall be considered fish habitat structures:
A. Rocks greater than 24 inches in diameter.
B. Conifer rootwads greater than 36 inches in diameter.
C. Conifer logs in sound condition (not rotten) greater
than 12 inches in diameter and more than 10 feet long.
2. There shall be at le~st two (2) structures placed into each pool.
3. Structure shall also be placed in the non-pool areas of the stream
per Regional Habitat Manager onsite specif1cations.
4. Structures A and B shall be anchored into place with the use of
3/4 inch rebar. The rebar shall be driven through the structures
and into the streambed to a depth of at least 4 feet then the top
end of the rebar shall be bent.
5. An equal number of the three different types of structure shall be
deployed.
LOCATION: About 1 mile east of Highway 101 on the Upper Hoh Road.
Near Road Station 65+00.
br
cc: DNR - Forks, Attention: Rick Cahill
Jim Hatten - Hoh Tribal TFW Biologist
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REV 10/16/118
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THI~t~P~~V~~~"nTg. B~ AVAILABLE ON THE JOB SITE AT
~~ T.;~, ~ND 6P~R~~VISIONS FOLLOWED BY THE
PE IT A OR PERFORMING THE WORK
THE PERSON(S) TO WHOM THIS APPROVAL IS ISSUED MAY BE HELD LIABLE FOR ANY
LOSS OR DAMAGE TO FISH LIFE OR FISH HABITAT WHICH RESULTS FROM FAILURE TO
COMPLY WITH THE PROVISIONS OF THIS APPROVAL.
FAILURE TO COMPLY WITH THE PROVISIONS OF THIS APPROVAL COULD RESULT IN A
CIViL PENALTY OF UP TO ONE HUNDRED DOLLARS PER DAY OR A GROSS MISDEMEANOR
CHARGE, POSSIBLY PUNISHABLE BY FINE OR IMPRISONMENT.
ALL HYDRAULIC PROJECT APPROVALS ISSUED PURSUANT TO RCW 75.20.100 ARE
SUBJECT TO ADDITIONAL RESTRICTiONS, CONDITIONS, OR REVOCATION IF THE
DEPARTMENT OF FISHERIES OR DEPARTMENT OF WILDLIFE DETERMINE THAT NEW
BIOLOGICAL OR PHYSICAL INFORMATION INDICATES THE NEED FOR SUCH ACTION. THE
PERMITTEE HAS THE RIGHT PURSUANT TO CHAPTER 34.04 RCW TO APPEAL SUCH
DECISIONS. ALL HYDRAULIC PROJECT APPROVALS ISSUED PURSUANT TO RCW 75.20.103 MAY
BE MODIFIED BY THE DEPARTMENT OF FISHERIES OR DEPARTMENT OF WILDLIFE DUE TO
CHANGED CONDITIONS AFTER CONSULTATION WITH THE PERMITTEE: PROVIDED HOWEVER,
THAT SUCH MODIFICATIONS SHALL BE SUBJECT TO APPEAL TO THE HYDRAULIC APPEALS
BOARD ESTABLISHED IN RCW 75.20.130.
THIS APPROVAL PERTAINS ONLY TO THE PROVISIONS OF THE FISHERIES AND
WILDLIFE CODES. ADDITIONAL AUTHORIZATION FROM OTHER PUBLIC AGENCIES MAY BE
NECESSARY FOR THIS PROJECT.
MIIW-
-
---
APPI!AI.5 . GI!NIlRAL INPORMATION
II' YlIU WISJI TO APPI!AI. DI!NIAL OR C:ONDI'f10NS 01' AN HPA., nUlRB ARIlINPORMAL AND PORMAL APPBAL
PIlOCI!SSI!.~ A V AII.ABI.I!.
A. INI'ORMAL APPIlAl_~:
AN INPORMAL APPI!A1. (WAC :UO- 110.340) CONSISTS 01' CONTACTINO Tim RBOIONAL HABITAT
MANAOI!R AND IlISCUSSINlI YOUR CONCIlIlNS. MOl..T PROBLBMS ARB RESOLVED AT nos LBVEL, BtrI' II'
NOT, YOU MAY I!I.1lVATIl YOUR CONCIlRNS TO THI! CIDIlI' 01' nm HABITAT MANAOBMllNT DIVISION IN
OLYMPIA. TIIB HABITAT MANAOBMBNT DIVISION CIUIlI"S DIlClSION SIL\LL DB APPROVBJl OR
IlISAPPROVIlD BY Tim DJlmCTOR OR PP.510NIlIl. II' YOU ARB NOT SATISPlIlD WITH Tim RP.sULTS 01' nus
INI'lIRMAL APPIlM., A 1'01lMAI. APPI!AI. MAV BIl 1'11.110.
, \
B. FOItMAI. APPIIAI.~:
I) FOR AI.I. CIVil. rIlNAI.TV APrIlAI.5 AND I'OR OTIDlR HPA. APPI!ALS WIDCII ARI! NOT ASSOClATBD WITH
IItIUClATION lIR 1o"()(:K. W ATI!RINO D1VI!RSllINS, A WRI1TIlN APPI!AI. IUIOUIl.'l1' MUST Oil P1LIID WITH TIUl
IlI'.PAItTMIlN'I' TIIA'I' ISSUI!I) lilt DI!NlIlI) TIIU APPItOVAL OR IJIVII!I) "1111 CIVil. PIlNAI.TV YOU ARII
APPIlAI.INO (WAC 2%0. J 10.3!lO).
%) FlIR APPIIALS 01' DIlNIAI. OR CONDITIONS 01' AN HPA ASSOClATIlD WITHIRRIOATlON OR STOCK-
WATHRINO DIVIlRSIONS O'f1DlR 1'IIAN CIVil. PIlNALTV APPnAL.~, A WRmEN APPHAL RI'.oUBST MUST OB
I'II.UD WITII TIDI HVDRAULIC AP"IlAL.~ BOARD PIlR WAC :z!l9.04. TIOI MAlI.INO ADDRIISS 01' nm
APPI!AI-~ BOARD IS: ENVIItONMIINTAI. IIIlARINOS OI'I'ICB, BUlLDINO TWO .RoWI! SIX, LACBV,
WANIIIN01'()N 98!l04; TIlJJtPIIONI! 206/459-63:27.
3) FAII.UItIlTO APPlIAI. WITION 30 DAVII 01' nm DATIl OF ACI10N yoU ARB APPIIAUNO RIISULTS IN
l'OItI'I!lTUItU 01' AI.I. APPIlAI. Rlmrrs.
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HYDRAULIC PROJECT
APPLICATION
(R.C.W. 75,20. '00)
(R.C.W. 75,20. '03)
DEPARTMENT OF FISHERIES
Oen.,a. Admin. Bldg.
Ol,mpla. Waahlnglon 1IS504
(206) 753-eG50
DEPARTMENT OF WILDLIFE
600 Clpllol Way North
Olympia. Wa.hlnglon 08504
(206) 753-58117
PLEASE PRINT OR TYPE
DO NOT WRITE IN SHADED AREA
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JEFFERSON COUNTY
ENVIRONM~NTAL CHECKLIST
The state Envtronmental PoLtey Act (SEPA). RCW 43.21C, requLrea aLL governnlontaL agonctes to
DonaLde,. thm envtronmontuL Lmpoota of . propo..t bofore mekLns deaLeLona. An envLronmentaL Lmpact
.tatlllmont must be prepared for all propo9sLa wtth probabLe otgnLfi-cant adverse Llllpacts on the
quaLlty of the onvLrorvnont. Tho purpose of' thLs chockLLe.t La to provLde Lnfor-mG.-ttan to heLp you
and the agency tdentlfy tmpacts from your proposal; reduce or BvoLd lmpacta frOd the proposaL, If
It can be done; and help tile .agenoy deci-de whether an EIS Ls requlred.
PP.OPONENT:
~eu.~^,
~O. i:!>OlC.
c.o~~r'"
rz..z..C J l'/')2T TAI.')u,.;F-7-lD .) IL"JfI ,)
(bustne5s) zo&:,- 3~
QB3c.,FS
- '11&,0
AllDP.ESS:
TELEPHONE.
(horne)
AUTIlOP.IZED P.EPRESENTATlVE (contect): 1c').!-'7
AllDP.ESS: ~€ ~S fl"iYY€
TELEPHONE: (home)
MOEG l..-LO
'5ft7o-') 6
J1!JS
nsov€
(buatneos)
DIRECTIONS
ThLs ChBCkllst asks you to deser-Lbo 50me busLe Lnformatton about your proposal. The quosttons
~~pt~n~~ the entLre proposal. LncludLng tho5c,.phased ovar a partod of tLme or on seporate parcels
Answer each qucstton accurately and completeLy to ovotd unnecessary delays tn proccsstng thts
checkLtst. If you do not know an answer, wrlte "unlcnown", or tf a questton does not: apply. wrtte
IInot appLi.cabLeoll
~n8wer5 to some questtons may requtre spectol export:tse Or" t:echntcoL Basi-stance fromquaLtfted
persons. The cost of obtatntng such Lnfol""mat:ton la the reapol""lsLbLLLt:y of the proponent.
Attach any audtttonaL LnfornaatLon (reports. atudles, map8, LlLustrotLons. leases. permi-ts,
etc.) that may further"" doscrLbo tho proposal or be roqut~ed by Jefferson County.
Contact tho Jefferson ,County flLanntng and Cui.LdLng Department for IUJsLoto.nco tn completLng the
checkLLst and for LnformatLon on the admlnLatrattve procedures requl~-od for Lt's proce15ui..ng.
!"LEASE PRINT IN BLACK OR BLUE INK 011 TYPE EACH ANSI'.m. CO NOT 1';r.ITE IN TIlE AP.~^ D~SICNATED
"EVALUATION."
PROPOSAL AND
PROPERTY DESCRIPT-ION
o
PIlOf'OSED PP.OJECT DESCP.IPTlON (descrtbe the proposed deveLopmol1t-Lnclude alL factors that wLll
gLve an accLW"oto undoro.tandlng of' Lt'. scope and purposo): '"1'"H€ ~'P~€ OF ~
1'11'1':I'Po~E:O Hz~F2.T I~: T"t::> TZ..Pe-OLt"rTE: ~ P-::Jl.i~..:r;.A/u. ~-rrzE:FH.rJ 7H1'rT
g~El-OU::>S .B.t.~M..6_ -nn::: V P?,cz H71-J ~Br:, /AJ 7Ht!!: ~~
~rrLt-I ~ ~A-T't"lA.1 S1+,,, ,0 STl'fMe.N It.\+l..l.. ."1lfE
~'TV,:AM 11!1'LL ~S iaf!~Te:D ALLnU (,. ~ ~(-rr-H ~1&t+T" OF
!.~ I i ~;, "B~~ ~ flFOrz.CHJP-:JJTIO/V~ 'i>Tt'Tl1oNS.
i:5e~ilF=jTS l"rTZ..E. -rwO 1=O~\)j i\4-E: c..cC).uTY t...'1l L 'BE.. A-~LI~:.-r-o
J-nA-1J..J"TJIIt-1Af h ~"Tl4?\.I~~D ~nL':>Ac,. "D,-rLH ) '"T~e: '5.~"" l"":>lu....
B~ 1'T~~~ F'1Z.01"7 7H6" 7Z;!)~b."R'1' A~~ L:JILl. -PlZ./YJ1D~ ~
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PROPERTY AND AnEA DESCRIPTION:
C
l }Pp~ Hcnt lZ-'t>.
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Address:
MP J.~ fI, Te JI#?.P' .J7
LegaL (from property ~ox statement) I
Lob BLock: SubdLvLaLon. Ii R-Jl!!:T/~ ~ 7'"Hl5 ~E "+
TaK ParceL: Se:z..T1t:n'..J ,I A-1J D Quartar SectLons: iH6' Ai LV \14 ~ez... 'Z. 'Z-
SacHonl To...,.hLp: Z-' A..I Range: rz_ W, L.:J.,;/.
Tax NlMnbor:
Land Area (dLmensLons):
GeneraL (deserLbo the LocatLon# physLcaL charactertattes, and extent of Land area to be .ffocted
-.."eLude alL factors that wLLL glvo an accurate understand Lng of the prop~ty and Lt'. envL-
ronmantl: ~.:::: ,:~P; ~~ I"';> F'.....IZ.L'1' ~UA"'I"l~""'T\ool' A (.lZ"'~
= ., ..;;." ~t) E:19<;T. T*F: 'VF:6-ITAT1~ I~ IEJZI'1JAJA'l-
~= ~:~ /"?A1Z6-,O..l Tt-i>,e- u.uD~20-nd Ie. "S1"tLI't~1 VIIUG"
~ :;~~B~2J-. ~H< ,&7Z... A r;,/Jl.nr?L!P'.) '~'I.L)~J:> ~
;:~~ L.~I_L :e: ~~/c;Tf2.UC...:T~1>... 11+1<' ~Iu.....' uJ rLlJD~
___ !, ,-' TO i'~ _Ac..e:J"?e:1JT OF' -;...I1Z.8"tMBeD r~ve:'L:' 'Pt..I<tC..E'-
~ ;;; <"~J"J <.-nz.Oc,:TUt'Z.t" A-ND OZ€VE1'-rrA-"1lr11l L.:IJ"TW- IlIwr1V(,5
Vez..JT..=TTI 07-J.
SCfiEou...E (LdenH.fy begtnnLng and endtng dates of __the proposaL---i.ncLude phasLng):
AS -:P1)...,c"I~,-E:: ~ ,,?~I1""" ~~ ~l:lIi2..en.
+PIZ.\ L - f"JAoI.r' I C\ fl'\
~~ 4~
TcAmT\U I 'T'
OVERALL PLAN (descrtbe any pL.ns for future addtti.ona, e~pan.tona, orretatedacttvt-ttes, or pLans
by othara that may.Hect tho proposaL): ..k.=-.......~=I Cou.u""'" .....!lIl.-t-B€ I2eC.01-l~"J"2.UC..';t.lCr'
"T'I4-E: uPT-'P.? \-I.~ i!DA-n '::20)0') M.P. O.~~ TO M.P. I.g(:) l!+\c.,. <:;"e>I'lI'lErZ...
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REQUIRED APPROVALS (Ldentlfy aLL Looal, atate, and federal approvaLs requLred for ,the comptetton of
the propoaal and Lf any ..pprovala ara pandlng that ara reLated to tha propoaaLI: lJA5H-liJ ~
.. s;::: \:)~. ~ L.o..:J~~~ :~\l.~\ L '"\=t.l2.M i r - ~M.\J.\"'(..--n:=..1
-= '\". ~ _ _~('l1ic.e"S ~~"Tn 'Pt=1nr~
c:;~ f'C'>1~ ~ J:Iorfz.77m..J l7F,IHe:1/Z. LIH.JDA1:~y~re1rr:....:LO-
-n+e SOLJTH lZ.16+Pr oF ~T- LIJ-./€.J u;::;::>ez.. H-0l'J l2-oA-O'
ENVIr.~mNTAL OAT^ ILLat any eKLatLng or propoa.d anvlronmantal Lnformat~on auch as studL.s or
. doo....nh r.Lat.d to tha propoaGLl: l ?l(V1IrL?J.1 ."
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ENVIRONMENTAL
COMMENTS
EVALUATION .
EAATH
1.
Chack tha Lt_ that d..crlba. the .Lt.. II. fL.t C roLLLns C hlLLV'
C IIt.ep .Lop.. C ",ountalnou. C other-Ld.ntLfV:
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EVALUATION
2.
V:h.t L.S the steepost sLope an the sLt'e1
IdentLfy *he approxLmata
~~ CA.l'"r'S (iD I: I
percent of the slope:
JOC>%
3. Vhat generuL typos of BoLls are found on the eLte (i..e. &Dnd~
gravel, peat. or muck)? If you know the cLaBs~Ftc.tton of agrt-
cultural BoLls, specify them and note any prtme farmLand:
;:~r I:>uFF
t:L.19+ ~JL.-r
4.
Ar. 'there surface LndtcatLons or . hLstory of unstable soLLs tn
the tmmedLate v&.cLntty1 If so. descrtbe them:
NO
5.
D..crtbe the purpose. the type, and approxtmate quantttLes of any
fLLLLnc or gradLng proposed. Identtfy the source ~f ~he ftLL:
19PY.20)(.. 3.t.O c.......
ER.c.FJV~ T"O
~ r: ,;..?~ JI9'l- t..5-1L.l &E:':
r~'~7"2.l-'c...r ~ ';'T'P~Be::D
6.
CouLd eroston occur ,as a result of cLeartng. constructton, or
u5e1 If 50, generally de5crLbe Lt: c;.eJo?f'( M/,ltJotZ-
€Ji:"c:6I02L c.ec.n....z::, ~ui2.e: l:::o..~~N.<>-
c r-n..1~""T'2.~"lTSJ .
About what percent of the sLte wouLd be covered wL~h LmpervLous
surfacea after canstructLon of the project (i..e. asphalt or
,
I
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7.
bui.ldi.ngs)?
/J~6"
8.
Oeser-Lbo proposod measures to reduce or controL eraaLon or other
L~Bct& to the eorth, i.f any:
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9.
~Jh.t types of omLssLonll to the at,.., If any,. wouLd resuLt from the
proposaL (t.e. dust,. automobLLe odora, or LnduatrtaL wood.make)'
durlna constructton and when the project t. completed? GenoraLLy
d..er-Lb. Bnd gLvo approxtmate qu.ntltLoo1 Lf knownJ ~~
~ C.$JS-nztx..Tl,"-, R;X'l-\~t::J.J'T
10. Are thore any off-att. .ouree. of emLasLone .or odor. that may
.'feot your pr-opooal? I' 80, senerally desor-Lbe thoftll
AID
11. D..crLba propoDod me.aur.. to reduoe or oontroL omt.aLon. or
oth.,. Lmpaoh to tha aLr. Lf any. ~
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EVALUATION
WATER
Slrf.ce .~ter
12. Is there any surf,l1ce ...ter body on or Ln tt. LamedL.t. vLcLnLty of
the .tte~ LncLudtng year-round or seasonaL Qt~a~ a8L~ w.ter.~
Lak.." ponds, and wetlands? I f yes, desert'- tho type and prowLde
"DIlle.. If approprt.te" state what .tr....er rL".... Lt fLo_ Lnto:
~o;,.) "'ii+€
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13.
lOllLL the project r.qui-roe any WOI"'k over, l.n" 01'" adjacent to the
descrlbed waters (wlthtn 200 ~eet)? If yea, descrtbe the work and
attach avai.Lal.Jle plans: -n..w;; F:'fil.'~'"T1.6J(t- ~~ ~l...L.,.
".,~ 12F1..Ol"~ J~TC ~ AfFUJ ~ eL
14.
EotLm.t. the amount of ftLL and dreds_ mater-tat that wouLd b.
pLaced or removed 'from the surface w.ters or wetLands and i.ndl.cate
the area of the aLt. that MOuLd be affected. JdentLfy the source
of the ftLL matertal:
/Jt!n.J b
15.
~LLL the proposal requtre Burface .ater wLthdra.aL. or dLver.Lon.1
Gi.v. . ,generaL d05crLpttonand LdentLfy tho p.....poa. and .PpI"'oxt...t..
quantLttea. i.f known:
A../a
16.
00.. the proposaL LLe wLthLn . 100 year fLood pLaLn? If aD. nota
the Loe.Uon on the ..Lte pLenl
A.f(')
17. Doea the propo.oL tnvoLve any dLaclwraea of ...t. materLaLa to
.urfaoe w..t.re? If "0. d...crLb. the type of .aet. and entLeLpat~d
\loL.... of dL Dchors.. -<10
er.....,d Wat.r
18. I'ILLL sro.....d ..tor b. wLthdrawn or wLLL _t_ be dLeohars.d to
around wat.r? OL". a s.naraL d..orLptLon and LdantLfy the purpoe.
and appro..L....t. qu..ntLtL.... Lf known, Ale:>
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19. DoscrLbe t:h" lOut" ..at_LaL that ..ould b. dL.ch5':g"d lnt:o the
ground from sopttc tanks or other sources, Lf any (t... dome.tlc
a.wage; tndustrtaL wastes, tdentlfyLng tho chemlcat. contalned;
and agrLc.uL brat wastes). Descrtbe the generaL .Lze of the
system; the nunber of such .y.t....s; tho nurabor of house. to be
s....ved.. Lf appLtcabLe; or tho n-..nber of anLmale or hAaan. t....
sv_tem(s) La e~ected to serve:
M 0JlJ {~
W.ter Run-o"
(lncludlng stOMA water)
20. Desertba the source of run-off, LncludLng .tonm water. O.scrlbe
the method of coLLectLon and dlsposaL, if any, Lncludtng any
known quantLtLcs. Where wLLl thLa water fLow? WLlL thLs water
fLow tnto other waters? If 50, deGcrLbe It:
HOUt::
21.
COuLd waste matertals enter ground or surface waters? If aD,
generalLy descrLbe how:
~
22.
OoserLbo pr'opo5cd 11I0......08 to reduce Of"" controL .Lr~.ee... SrolM'lCl..
and run-off water Lmpacts.. Lf any:
"ueM6
PLANTS
23. Ch"ck the typ"s of ""."tatLon found on t:he .Lt.,
D"c~duous tr"" , III. ald"r ",_" [I ..pen [J othar-Ld.ntLfy'
Ev.r&r.on t,....J "fL,.. J&,.cadar ,0 pLne m other--LdontL'YI
~L~L'"
'l>~
Shrub. .....-
0.-...
P..turo
c...op or groLn
VI.t .0LL pLante I [I cattaLL [I buttercup C buLLru.h [I ......k
oabbag" [I oth...--l.dentLfy'
W.t.r pLant., [I ..at... LlLy [I ..lara.a [I .LlfolL
t:I othar-Lduntlfy,
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24. What ktnd and amount of vegetatton would be ...emoved or aLtered?
5 ",K.l ,1!"c,
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c;,"1"'l~i>.f't:>
25.
Ltst threatened or endangered sp0cLes known to be on or near the
sLte:
A1r-nJK'
26. Descrtbe proposed landscaptng, use of nature plants, or other
measures to preservo or enhance ",egetatLon on the sLt., Lf any:
...~~ ",,"'LL.
S~~
t;F."
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27.
Check any btrds and a"tmala that have been observed on or near the
.Lte or are known to be on or near the stte:
St.-d.: R. hawk C heron" eagle J:l'..songbtrds c other-i.denttfy:
ManmaLs: 'cs( deer D bear ~ eLk C beaver 0 other--tden~tfy:
28.
Ftsh:C bass ~almon d(trout C herr-Lng C sheLlfLsh
C other---tdenttfy:
Ltst any ttreatened or endangered specl., to b. on or near the
.lte:
b'CJwI-I ~
29.
Is the .Lte part of . mt&ratLon rout.? If so, expLaLn how:
Il./tSrr '''' dl'"rL T7.J
30.
OescrLbe proposed measures to preserve or enhance .LLdLLf., Lf
any: i?~~
~Lo~ Tr:.
ffl:HI..;-n<rr ~a1Z.....
~~--pn.'JB€b ~ P7e.0Y?
~/(:J6 7!.6--n-EJt?. P~.J'ulr
~S1+.
ENEflGY AND NATURAL RESOlnCES
31. ,~t kLnds of energy (L.e. eLectrLc, naturaL Ca., aLL, wood .tov.,
and .oLar) wouLd be used to meet the compLeted proJeot's _n.rcy
need.? O..cr-Lbo wl,.ther Lt wouLd b. used for h..tLnC, ..nu'aotur-
Lng, .tc. I
~c:n.L~
32. l'IouLd the p,.oJect .ffect the potentL.L u.. 0' .oL.,. ....,.Iy by
adJac.nt proper-tL.., If ao, ..neraLLy d..orLbe ttw ."eot.
AlO
33. "hat kLnd. of .n.,.cy oon..rv.Hon feet..... .... LnoLuded Ln the
pLene of thL. P,.opo..L' LLet oth.r propo..d _....... to ...duo. or
oontroL energy l"'f).ot., L' anYI ~~
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EVALUATION
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lOVALU\'IllJN
ENVIRON.ENTAL HEALTH
34. Are there any envtronmental heaLth hazards. Lncludtng e~o5ur. to
toxLc chemtcaLs, rlsk of ftre and explosLon. sptlL, or hazardous
waste, that couLd occur as a result of thLs proposal? I' 50,
] dascrtbe the hazards. f?,.,,~1~L.€:" ~~ --! In'lU>Jr-JIYI7Uf,.
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35. Descrtbe spect4l emergency servtces that mLgh~ be requtred:
'(/~G"
36.
Descrtbe proposed measures to reduce or control envtronmentaL
health hazards, tf any:
~~17
t=r.x ,,~c:u r-
fli'JIH~flUCr .
NOISE
37.
V4wt types of notse exLst tn the aroa that may affect your project
Ct.e. ~rafftc, equLpment, and operattons)l
J/I"77/f
38.
,~.~ types and LeveLs of noLso wouLd be created by or asaateated
wLth the project on a short-term or a tong-term basls (L.e. eon-
structlon. traffte. and operettan)? IndLcate what hours nols.
wo...Ld coma from th.. ..tta. ..:;;~1en ~ol~r
}.Je--tOS€' l~l"J'2lC.loJ.c,.. ~S
.'
39.
DescrLbe proposed measures to reduce o~ controL "alse lmpacts. If
any' t=P~ ~~\;:>M€:7.J'- ft'J~/"~U'~
.
LAND AND SHOREL I NE US/!
40. &'lhat L. tho current us. of the .Lt. .nd adJacent p~op.rtl.."
t=:rl is ,.;ur_ ""11ZA1.J~-n1"nJ
r;~a€p ~D
l=="Ae'f Li-M- .
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.
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42. D.acrLba any atruch.... on the .Lt., ~/~71J.J (-
Ti2 A1I.;,:p.-n2..~"(7)J f=Ac..iLiT'r'
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43. '~i..ll any structt....es be demolt.shcdl IF 50, what struct.....es?
~ ""12.Ol'R)~ U5'il L
i>.F1' c"n Is~UCTC:.'1)
l!.l!":'
44. t":hat ts tho c\X"rent comprehenstve pLan or conwnuntty development
plan designation of the site? Identtf'y the pLan: ~e.
?2:~C.770).l - ~eE~ G=x:>>.JTf' ~F'ee:Iff;CI:!>IVe" ~
45. If. appli.c8bLe. what: Ls the f.:.urrent shoreli.ne master program
desi.gnatton of the si..te? AJ/jCJ-
,
lias any part of the si.te be on classLfi.ed as an "onvtronmontaLLy
46.
sensi.ttve" area? If so. specify the part:
.lJO
47.
Approxi.mateLy how many people wouLd rest de or work tn 'the
completed project?
1J000e
48.
Approxi.mately how many people would the completed project
di.spLace?
)./CJ}.J e
49.
Describe proposed measures to avoi.d or reduce di.~plocement
tmpacts. i.f any:
,{LfJllIe
so.
OeserLbe propo~cd measuros to ensure the proposal La ~ompDttbLe
wi..th exi..sttng and projected land uses and plans.. tf any:
... f"'J ~ frli!-
"DEYi" ..
~B1i?-
rJ:)t")~l>~~/R77a:Jo.l t.C}rrH
nx/1"; '7">+tr WH..O'....IFE:
IlOUSING
51.
ApproxLmat'eLy how many I.M'1lts wouLd bo provLded.. Lf any? Indlcate
whether the houstng La hlgh.. mtddLo.. or low Lncome: A1~e
52. Approxlmatoly how many unLta, tf any, wouLd be o~lmtn.tGd?
Inclte.to whether the housLn& La hLgh, mlddLe, or Low lncomo7
#~e
53,
Dellcrlbe propoeed moa......o. to reduce or controL houolns Lmpacts.
If any.
~/A
~snETICS
54,
VJhat l. the t.Ll..t halght of .ny prol,o..d atruotur.e.l. not
lnoLudlng antenn.e? \'n,at l. the prlnolpaL ."t.rlar buLLdlnll
...t.rl.Le.1 prof,o.ad? -.:JO" c..n'P. c.~SS Ct.JU/&12.'C...
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55. V~.t vlews tn the lmmedLat. vLcLnL~y would be altered or
obstructed?
Afr:nJ~
56.
Oescrtbe proposed measU""es to reduce or controL oesthettc Lmpacts"
Lf any:
;e t=:VPT.../;..,q-n ~
~ tC:ll.M:?:>l:::b
~-n.l
LIGHT AND GLAnE
57.
What type of ltght Or gLare wouLd the proposal produce?
What tlme
of the day &'Jould L t maLnty occt.r'l
A/I':JX.II!"
58.
COuLd LLght or gLare from tho fLnLshed project be a ..fety hazard
or Lnterfere wtth vLewsl
AfD
.~..~
S9.
What extstLng off-aLte sources of LLght or glare may affoct your
proposaL?
AI t'77<./ E
,',
60.
Deser-tbe proposed mea.ure, to reduce or controL Ltght and gLare
tmpaeta. Lf ony1
Ai/4
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RECREATION
61. What deulgnutod and Lnfor-mol recre.tlonal opportunLtloa are Ln the
LnvnedLete vLeLnLty? ).../V~O.J (,.. t Fi~If//J U.
62. VJouLd the proporusd project dLspLace any exLstLnB racreatLonat
us.., I' '0, deacrLba the dLapLacementl
,(/{)
63,
O..crLbe proposed me..ur.. to reduce or o~ntroL Lmpaota on
rear.attan, LncLudLng reor..tLonaL opportunLtL.. to b. provLded by
the prDJoot or proponent, L' anYI
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EVALUATION
III STOR I C AND ClL TlP.AL P/lESE/'!VA T J ON
64.
Are there any pLaces or objects LLsted on or proposed for nattonaL,
atate.. or local presorvatLon regtst:ors known to be on or; next to
the aLto? If 50. generally doscrtbe theln:
/.JD
'65.
GeneralLy doscrtbe any landmarks or evtdence of htstortc.. cuLtural,
archBBOlogtcaL, or sctonttftc tmportance known to be on or next to
the sLto:
A/FYJ.i G'
66.
O.scrLbe proposed measures to reduce or controL tmpOCt3. Lf any:
tV/A
,
TRANSPORTATI ON
67.
ldenttfy pubLtc streets and htghways servtng the ai-to and descrtbe
the proposed accoss to the exlsttng street system. Show on the
aLte pLan:
EJl \'S ,.,.u (,...
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68.
Is the aLto currently served by publLc translt1
epproxlmale di.st:ance to the nearest tranalt stop?
If no;;;
La the
69.
How many parkLng spaclJs ",ould the conpLetod proJoct hllvel How many
wouLd tho proJoct eLlmlnate1
11.//14
,
70. WLLL tho proposaL roquLro any new roads or .treets, or Lmprovemonts
to exLstLng roods or streets, :IOt: tncludLng drLvewayel If ao,
seneraLLy d08crLbo thorn, lndLcatLng whether they arG pubLLa or
,I)
prlv.tos
,1../0
71. WLLt thG proJoct us. water, ,...LL, or at,.. tran.portetLo", or occur
Ln tha LmmadLote vLcLnLty of theae faoLLLtLaa? I' aD. SanaraLLy
d..crlbe the use.
AU)
72. Itow many vehLouLar trLpa par day wouLd ba sanaratad by the 00111-
pLatad proJaot? If lenown. LndLoata ..hall paak voL.....a wouLd 000""
1<I01../~
73. D..crLbe pro,Jo..d mea.ure. to ,..educe or controL t,...".portatLon
LmpaotD, Lf any.,~
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EVALUATION
PUBLIC SERVICES
74.
Would the project result to an lncreDsed need for pubLLc servLcea
(t .e. fi....e pro I;oc U.on,. poLlee protectton, health care" and school.U'
If aD, gencruLly dOGertbe the ,..suLto1
AtO'
75. DescrLbe proposed measures to reduce or control dlrect Lmpaots on
pubLLc sorvtcos. tf any:
M/,::}
I
UTILITIES
76. Ch.ck whi.ch utLLLtLes are currently avatlable at the aLto: 0 wate,.
blelectrtctty 0 natural gas D refuse servtce ~eLephone C septtc
system 0 sanLtary sewer 0 other~i.denttfy:
77. Descrtbe the uU.LLti.os that are proposed for the project, 'the
utLLLty provi.di.nS tho servLce, and the generaL constructton actLv-
tileD on the stteor tn the LmmedLate vtclnLty that mLght be
needed; J.Jt9?J{~
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ACKNOL~LEDGEMENT
I aoknowLadga that aLL LnformotLon provLdad Ln thLa ohaokLLat and aLL attaohad moterLaL Le true
and correot to the boa~ of' my knowLedge. I understand the lead .S.noy L. reLyLns on thLs Lnforma-
tlon torn.ko It's docLsLon.
In ftddLtlon, I underatand that revtow under SEP^ doea not constltuto approval of a proposal;
oompLLanoa wLlh LooaL. ..tate. and foderaL raguLatLonB appLLc..bLa to the propo.aL ehaLL conBtLtutc
approval. (Chock wllh ofJlJroprLate agoneLea to detormLno what: appro\lC\La are roquLrod.)
SEP^ approvaL L. bODed on the LnfOMnatLon you provtde. I' found tnaccW"ate" approvaL couLd ba
wLthdrawn.
~c..~
Cpropon.n. or au horLae r.pr...n. VII
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WATER QUALITY STANDARDS MODIFICATION
APPLICATION FORM
Applicant: .JITi='EIl'6QU Qu.lttt PCP.. .p"ti<.I<..~<:;Agent:
Address: P.o. E't\x 121. 0 Address:
:+'0":'- 1/P\lJ5.,..xJ. iJA t?a368
K'oBM" r-; I )])0",' IT :p.r (1y}(JN G'wJ,r~;1
Phone: (,ZiYo) gaS ~ '1/;'0 Phone:
Name and Location of Project:
(' rzi74-Cj I'u 0, 33 -ro I-/.P,
,
Corps Public Notice No.
(if applicable)
Description of Proposed Activity (include map or diagram if
CU/..-Vl:li-it> ,IJ COv ~uc:.rlO.v oJ 1"1"1+ 1101\10 /1-1"'tZd<l~IAF-1Vr
ErvC.<.D"EO) /tJ -S,cA'S(JN A'- :<rlZli:l<tl'-'
Jt"~f[.t::$cJ1IJ
tJppr:i
1.100,
IV/A
J.lDH l!.0. Il-I pP4J r;,,/t'IUT,
County:
Location:
Sec :zIFzZTwp Z 7N Range It uJ
necessary): fie' f'~llc E:_
i'/t.oJec,r, (pUIAJS
Nature or Expected Water Quality Problems and Proposed Discharges 1-{/IUDtZ- 4MIXIIJrS
OF A/P7vIflIJc. OCCc-"I.,g".J!J -.sOIL~ ,oC///./t-IItJ(, TNt!: Il-l'<cEMEVT iJ~ TIf~
("Ut..-I/tE',z, T~.
Schedule and Duration of Construction Activities, Life of Project: 77fE: ACT/JJ<<-
tl'I-AC€'/f./F"-'T Dr -rJ.lr:e Ct.elL.Vi!'<!T~ AtV,o 'Iff!!: ,t:],r.Jool4r€,yJ ,4Crtt//~'1'
(/)11-'_ -rP~E ,4PPIlfYi"/""""r-t..Cf' ICoUe.U tUfT/4- flV rH€ ,J./,e',c d;:'
II-Ie I'f;().)~< T JZv. I'rrTi:(} 7ZJ ~e ~MO~. THE P~d.ll€'c r IS -:;C/41,;1I1Il!€tJ, ,
70 /3,€(utv CCvJ:$I"/lwrf(.\'; MJ Milt) ~1I1'f' otc 'm ~IJ OG. t'OMI'V':rI!:O ",v sl!;Jt; ().(!t::cr.~?
Proposed Actions During Construction to Reduce Severity or Duration of Water
Quality Impacts: .r.J!'I?'''UC ~t.lt..-:I!",lr.$ "t:M.Je:. 4TATII.fE'" 73 (.()~alC I/r/III~
"o~"/", I"I!Otl1t/[ ~II 7' t:11'1"1:< A -; I..Ict:l!-'~pt/y 17J II"l":-uilC.c 7V/tlflr'1 WOo!"'-
01(1'1 liVe. 1")iVlr;;" 0;" 0" t.Ou.J O'~ IVO F{.(!u) t':J<',01IV1EC,t), CO"" ""'r:~e 'r1-Jt!: ",~/~
uJl"1.~ I~) I)~)I= UJt:--:,-:~,
A copy or the State Department of Fisheries or Department of Game Hydraulics
Project Approval permit if applicable and availablet
The State Environmental Policy Act (SEPAl waa complied with on
(date) by (lead agency).
Signature
Date
ECY 040-1-29
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SUB.JECT uppell Hc:..r! /?,I"lP
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L'-'ILl. (-IEc...~ i="1'JHli:~'I€c:., )'1I-1/1..e ,fft'lT !)t17:..?'''/II-NJT;CM.
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HYDRAULIC PROJECT
APPLICATION
(R.C.W, 75,20.100)
(R.C.W. 75.20.103)
DEPARTMENT OF FISHERIES
DEPARTMENT OF WilDLIFE
600 Capitol Way North
Olympia, Washington 80504
(206) 753.5897
PLEASE PRINT OR TYPE
DO NOT WRITE IN SHADED AREA
General Admin. Bldg.
Olympia, Washington 98504
(206) 753-6650
GJ COHmCI. """"""
r.::1 LAST NAME
~
Jefferson Count
r.:1 S'TREET OR RURAL ROUTE
~
P. O. Box 1220
FIRST
G!l CONTACT PHONE(S)
CITY
STAn:
Port Townsend
[gJ WATER
An unnamed seasonal
~ ~~;f.~R
N.W.1t;
WA
T1'IIBlITARY TO
li!J
Culvert replacement
TVPE OF PROJECT
unknown
RANGE (E.W)
stream
TOWNSHIP
COUNTY
SECTION
22
27N.
12W Jefferson
DESCRIPTION OF WORK METHOD AND EOUIPMENT
Replace a 24" dia. culvert at Sta. 60+00 and 2-42" dia. culverts Bt Sta.
65+30. The culverts will be lengthened to accomodate a widened roadway and
minor roadside ditch grading will be necessary. The method and equipment
will be decided by the contractor within the specifications dictated in the
contract and associated documents
PROPOSED STARTING OATE
PROPOSED FINISHING DATE
)
May 15 1989
[!QI SEPA E~N:~D"'~ OF DETERMINATION
~ OTHER PERl.mS Wash. S ta te Dept.
IT IS UNDERSTOOD THAT NO WORK WIU
DE STARTED UNTIL A SIGNED APPROVAL
IS ReCEIVED
nME UMITATlONS:
IQRQ
of
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JEFFERSON COUNTY
ENVIRONM~NTAL CHECKLIST
The State EnvironmentaL PoLLey Act (SEPA)_ RC~ 43.21C# requires alL governn1~ntaL agencies to
constder the environmental impacts o~ a ,proposaL beFore making decisions. An environmentaL impact
statement: must: be prepared for alL proposals with probable stgntfteant adverse tmpacts on the
quality of the environment:. The purpose of this chocklist is to provide tnformatton t'o help you
and the agency i.dentify Lmpacts from your proposal; reduce or avoid impacts from the proposaL, if
tt can be done; and help 'the .agency decLde whether an E1S is required.
PP.CPONENT:
ADDRESS:
.jcq~JC;!U
jJ() LeY
C O->~f7 '-r
I?,ZO,
PI _:1.--,(, \, r I, '),Y1Z\LC, Ix=vr.
-P()i21 1;_"')0,,)/..150::-;0. D ,0(-;. C;S?,bB
(bustness) (2010) 3SS-C,{c;,O
TELEPHO~~E :
(nome)
AUTI10P.IZED I'.EPRESENTATIVE (contact):
Ec t:):-~T
(",. )Jl;;.s~/7T.
Co u.u T r ,,"V r-IM i9=:'[L,
p,c;.
,
ADDRESS:
<~~ ~~J l""'; r
FiS
1-:;1~;,.,-~:n.../,f'.-~
(20(0) 385 -9r 00
TELEPI10NE: (home)
(business)
OJ RECTI ONS
This checkli.st asks you to describe some baste tnformat-ton about your proposal. The questions
~~pt~n:~ the enUre proposal. tncludtng those:,phased over a per-tod of Ume or on sepnrate parcels
Answer each questton accura'tely and compLetely to avoid unnecessary delays tn processing thLs
checklist. IF 'you do not: know an answer# wri.te "unlcnown4'# or if .a quesi:i.on dons not apply, wri..te
"not applicable."
Answers to some questi.ons may requtre special experttse or technical. assistance from qualified
persons. The cost of obtaining 'such tnformatton is the responsibility of the proponent.
At'tach any acJdi.ttonal tnformatton (reports. studtes. f1IlIIpS. ttlustrattons. leases. permL'ts.
e'tc.) that: may furt.h~r dcscrLbe 'the proposal or be required by JefFerson County.
Contact the Jefferson County Planntngand eutldtng Department for asststonce in con~lcttng 'the
checkLtst and for tnformatlon on the admLnt.strattve procedures requt...ed flOr tt's processLng.
!'LEASE PRINT IN BLACK OR BLUE INK 01'/ TYPE EACH ANSl'IER. 1:0 NOT l'.r.IT~ IN TilE AP.I!A DESIGNATED
ItEVALU^TION."
PROPOSAL AND
PROPERTY DESCRJPTION
, I
PROPOSED PROJECT DESCnlPTION (descrLbe the pl""('lposed dovolopmcnt-lncluda aLL f'aci:o,,..G that: wtLl
gtv~ an accurate undorstandLng of Lt's soope and pUrpODtI)I ...,~HjS
<erA/II/r, Tn'," i _'YPPt:'72 1/01'1 P nAD
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PROPERTY AND AREA OESCR I PTI ON:
Address: ////LF' 'PbsT 0."3":5
LegaL (from property tax statemen~):
70 .h7JL.c PD~T 1.'80 0?P61Z-.HOH "2cAD
Lot:
Block:
Subdi..,!i.ston:
Tax Parcel: Quarter Secttons:
D/C/? '.J~lf'';;'-; /JcRo'SS P012T7~5 cF SE-C77C)JS
. SectLon: ~ f i '7? Township: Z. -, J... }
nange:
12 WJ (~1.M
Tax Number:
Land Area (dtmensionsl:
~1(:,tfT cF' (..I..JA Y l/n~ le'~
J S '7 ., ,() F"~ 6-;-'
i-1L&/"'7
&0' TO /iU:> ' TffC
p,zoJcc.-r (.J:.C-.A./TH
GeneraL (describe the locatton.. physi.cal charactertsttcs.. and extent of Land area ,to be aff'ected
-include all factors that will give an accur-ate understandi.ng of the property and it.s envi-
ronment): I"He::: oF'PEii::. \-lnN '1201'-1<) ,<:; ,;-;-E: nfHf.J ,qC.C.6S5 TO 7H6
I-jnH iZ"V"'".!? ~AiN ':'ofcE:.ST I,'J 71-1[; CJL'(J"J"PIL /JATlCi:i-iAL vA.fZ.f;.....
Tl--fE i2'OI-"j'l:) Tl-rrc:-vSE.c:rc, '"TAT;:: 12r0TE /() I fiT /'''7.P./7B.50 6,,0
If-IE. 7C;'c::../-IT AND 7:i?HVC)?:SeS /2 .04 ;-/j/U~'5 nr /He. liOn K.IVc../c..
JLL-r'_( c'r 7'0 / 7'5 Te"E,h7/~; /)7 f;Hc DL..YI'/JPJ(:- /.If'ITlC7J' L. Pl72I<-
R(",,?J1.,lb~ y. jJ()'7-/h9>Ot,YS t...OF>t<'./j/r- :f?/(7=<;;S, l?oHDs //..rT6,'2:SC<-,' Iff.€:
i?c,yr- "..7~-, t' t"'("i':' /.1/0- '" 7''-/'"'' /'//;_~c P.: .I {Ix.:> 'T' /# 7r,/<E" fr2.c7'1.
r/:5T/,)'(/c;.. -' t-Il..;JJ7///&/ HhCJA/6 t"j;)(/Z> C/.J/-?;D/;U'Cr j4CL.e$'5 fS n't. so ?J;?CV.'P.:;c'D
SCltEOULE (tdenttf'y beginning and ending dates o~ the proposal-tncLude phasi.ng): '"'1'l-tP "'H7~Jt:r_'
I'" ....""FJ:::>0L.eT.> Tn '1'<r(_11-I !1JP,Y ,~ Ic,p.;q /o.nfD]3c CCYJPLtF'.'C"D BI-'
CY.Tr.r...._F'Z '2,\; Iq~q
OVERALL PLAN (describo any pLans for f'uture addt~ton9.. expan9ions.. or, related actLvtties.. or plans
by others that mSIy aff'ect the proposal)-:
Ti f./1 f.
/C<. 0 t=" V71.:,.,2 e:?L. t71.J 5
AI 7HE" PtzE':..c)-IT
P.ECUIRED APPROVALS (idontify all local.. state.. and ~oderaL approvals r~tred ~or the completion of
WH5H'/JJ c.:n:,},.'
',Wi?GV c"'D;J--
H'r'DTCf'rf... f C. ' 14:1:> ;"l I T
PI <,Hl"Tl i /:.C..
~r:: ~t"""')"l i n-AL.
ENVI~~.~~TAL DATA (ltst any oxts~t"g or proposed environmentaL lnformat~on such as studto, or
7documents rel..ted lo the propos..l)' jdCT)..I{C~ Y .U D L,."Jj.,J 'e
ENV IRONMENT AL
COMMENTS
EVIILUATlON .
EAR11I
1.
Cheek lhe Hem lh.t dnorlb.. lh. .It., Ii n.t j(roLllna 0 hlLLy,
C .teep _Lopea C mountaLnou. C olher-ldentL'v, -
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2. V:hat i.s the steepest slope on the si.te1 Identi.fy the approxtmate
percent of the sLope:
-5"D":;I6
3. rnlOt: general types or soLls are found on the si.te (i..e. sand.
gravel, peat:. or muck)? If you know the cLasstftcatton oT agri-
cultural saLls. spectfy them and note any prime farmLand:
"',,!"~,lrJ \'-\~,.,! C,":, /,'?f-\,/Et_
f-:C- /,--"r.~;..T 7:;JL,.~ r-"F-
4.
Are there surface i.ndi.cattons or a htstory OT unstable soLLs tn
the tmmedLate vtctnt~y1 If so. descrtbe them: ~()
5. Oescri.bo.the purpose. the type, and approxi.mate quanttttes of any
fi.Lli.ng Or gradi.ng proposed. Identtfy the source of the fill:
15.(".,(.)("") C.'r: (":>;.- Y'::':-)~~~~.),-,-")l;~- E..)l.Lj~,j,l-i77("-::f../ F2UY;
~>,~:;"J.;T':;, l._.....-t'.) <r- L_U-r'"=>
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6. Could croston occur as a result;. of cleartng. constructton. or
I
\
use? If 50. generally describe t~:
AFlEfL CU:';l'7R: \ i-I G-
t't';,'fJ,j ./ (":..'...)[....1'-, r-;/l"i:;...{" ',ril/ 1...-;.LJ:c-'-:,::,ci)
..:'.;<.-.." L....
7. About what percent of the si. to wouLd be covered wi. th tq>ervtous
surfaces after constructton of the project (t.e. asphalt or
but ldtngs)?
<./0%
8. Descrtba proposed measures to reduce or control eroston or other
tnpacts to the earth. tf any: TJ\c.:1l rIZ1~.;;Fb A1ZFH<:" ~.1 LL
-'-"1" ",,-,en,' D \~s T->t:)-jC,\ e~ \\+1::: C_o'J-IT1?r\c-T.
:11..,.lf __,.,' \Y'.,Y '- VC'-::"IOiV r (-jJ~C::- ,L.....}c-7:rIC'~c.. 6L~L.4 ,~c:.
'...uf r,{-)/t"r~., ./-)J/f) rk. PC:JClr !.l/../bn 'Di?CH'.t::'~ i;~II.i~r- B;-
Vf(;,.^/I,'(/) l:JC'lc/.-,CIC- ccp::'Ti-:c;c77a,v. Roe-/::
c./../(')2C- ~Ui':.o:.ltP/nc 1:-:::; (L-~/t L i::,C //.I$TIJLLC7.:o~-r
. ~1:::.!'T( H c..,(;r;-;r-/)I.I../~_ AIR
9. rnlOt: typos of emissions to tho atr, tf any, wouLd result from tho
proposal (t .0. dust.. automobilo odors, or tndustrLal wood smolco)
during construction nnd whon the p,..oJoot is completod? Generally
dOGor-tbo and giva npproxtmato quantttLos.. if known: (C:~li<t''''')'(A<'!IC:'A-'
l ~"~I;:'1""'Hl'I'l ,'ylllll;-:;') D~EI-!,i-l/6- ("C,fJ~,T1?ucn'CX/.
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10. Are thero tiny off-sLlo tlOUf"'COS of emts'!Ilons Or odors that: may
af'foot yOlM"" propoBIlL 1 I f so, generalLy descrlbe thoms J,./CJ
11. DoacrLba propoDod measureR to roduce or control emt..Lons or
other lmpncto to Ihn ..lr. If' ..ny. ~l<:_ J/)I)))../T.."l/CJJC~
((1", '_("II,::;n'OC-r;C').f '{('.,"';i"{Yi/ ,.-r 0
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Surface ''Jater
12. I 5 there any slJl~face wa tar body on or tn the LmnedLate vLci..nL ty of
the st.te. tncLudtng year-round or seasonal st:r.cnma. salt: waters"
lakes" ponds, and wetlands? If' yes, descrtbe the type and provLde
names. If appropriate, state what stream or rLver tt: flows tnto:
-j j I C k:E." 1<"::, Pt
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s..-::-.y)'" ,"::::>1,} ;'-tC- ":':Tii';t T'.:'} l./1 ,J,~ -; '<,TI';~,T:a~)..J,
13. ~tLl the project requtre nny work over" In,a,. adjacent: to the
descri.bcd waters (wi-thtn 200 Feet)? If yes, descri.be the work and
attach avaLLable plans; l-l~'f: {t"-'It.L t.;.J~,(. 11: C ";::";'-l.-,.fH~....; ",j (J-
"".,., t'J;~,71'i,!(' tiZ" CiZDS>; COi-VC:Tl,T'L... (..,IT/-I
10"('..) <..jZ" ('llOSS CU(...vc12TS I/J me SFt,;;(5
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14.
EstLmate the amount of ftLl and dredge matertal that would be
placed or removed from the sur race waters or wotlands and tndtcate
tho area of the stte that would be afrected. Identtfy the source
of the flLL mater.aL: l''''JIJ.JOi'i:- PILL /'?J tyrr:1Li fit..
14 ~',"'. ("ie,IIYT1":-T) i.,': \'1 H }/J ,I. It) [2 I. ) , T'J(7AJ j (../('-' .
15.
~tlL tho proposal requtre surface water wtthdrowats or dtver~tons1
Gtve a general doscrtptton and Ldenttfy the purposo and opproxlmate .
quanttttos. tf known:
)-10
16.
0005 the proposal lte wlthtn a 100 year flood platn? If so, note
tho locatlon on the slto plan:
U(')
17. Ooos tho proposal tnvolvo Gny dtschorgos of waste materlols to
surface waters? If so, doscr-tbe tho typo of waste and antlcLpat~d
voluna of dtscharge:
.IUD
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CrolM1d lVal:er
10. '':lll ground water be wLthdrown or wllL water be dLschorged to
o ground water? OLve IS generaL dosorlpt:Lon and LdentLfy tho purpose
.."d nppro)(lmul:e qunntLtLeo, Lf k"own. '---1:!..D
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EVALUATION
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EV^LUArION
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19. Describe the ~iJa5t:a matertot that: would be dtschorgod ln~o l:ho
ground frolll sop H. c tanks or 0 thor sources, l f nny (L. e. dcmos ti.. c
sewage: i.ndus l-ri..ul wastes, tdcnti.. fyLng tho chcmLc,",ls contaLned:
and agri..cult:uruL wastes). Oeser-Lbe the gonoral slz" of tho
system: the nunbar of such systems; the nU11ber of hous,,"s to be
served, if appLicabLe: or the number of ani.mals or humans the
systcm(s) is expected to serve:
IJ) A
,
Water Run-off
(i.ncludi.ng storm water)
20. OeserLbe the source of run-off', i.ncludi.ng storm water. Descrtbe
the method of collection and disposal, tf any, i.ncludi.ng any
known quanti..l:tcs. ~\'hcre wi.LL thLs water fLow? lJJi.ll thts water
i
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flow tnto other \'Vaters? If' so. descrtbe t-t:
'Y-C\1\)'::.\ DE.
T:.n-r \:-J..(,<., Ib
Dl.~f:':i.;f::/~~..:::-", r'f\'r1f,;.-:lC)....i$ I,_.jll.(~
Ii' <' 1-- JIlII...! 7'7.(-(
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/-; 'S
f'flL,.J r- >' 1ST';
21.
Could waste mntertals enter ground or surface waters?
If so.
ri201-') t..Zc;~)IC.~"}"1 D~
generally de5cri.be how:
/-?/It/C/2
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./ ./ .,~.:..,-,"=~{:, 1::.
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22.
Descri.be propoGod measures to reduco or control surface.. ground.
and run-off water tmpacts. tf any: .;..t.- :I-,I.';<,..,.~~ ))v("-'.'':' ,r:,
13l' 'Sll'j.)i-'!.). 1=:'{:'JCr. l"..'(;.17 ;r"'l'l..l. OJ4/ ';:";7t"fl(:~ t...e.:)1L.'- 'R€
/~J~-r ,.\1 I ['"j) ,
-n~-,...)::t-:.T:...f-~.[t.~ ..., j :::"";,~.,..rt" r--':_ 7-;-;".,rlc
J :.; t.,' -:-.'
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/".,,.,..,- ,=:;,,- /J../Smt.LeD /-to::.
//h-) 11,-1 TC,<./e.I-fC E &F
l? l u~oi /! ( D. "Pi?c\"Jf"..::''P_
CC...,:> 1~1--I<.:.'J..(r.
PU.NTS
23. Chock l-ho typO!i of vogototton found on tho otter
Dcctduou5 t'roo: r;l. oldor CJ~mBplo CJ Dopan 0 olhor-Ldonttfy:
Evergroen troe: p'. ftr 'ri codar .0 plne ri othor-tdonl:t fY1
1-l1'-)'~ I ( I (' 1<'- "SPr,' l;C C,
't Shrulm
)<. CrOGO
Pnul'uro
Crop 0,.. grnln
L'Jot: notL p"nnt-sl(J coltotl 0 buttercup C buLLruoh CJ Dlcunlc
onbbnno 0 oUtar-ldont:lfY1
"."t'or'" pLunh'l 0 water llty 0 eulgralJD 0 mLtf'olL
d olhnr-ldnnHry,
OlhOI'-ldnnHry,
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24. l'Jhaf: ktnd and amount of vegetntton would be removed or aLtered?
S,S ALU.l........ ~F Yo'-(')4::ILA/)"PI(j (':/_t;.1=-tl;:..'....I(,.
25.
Ltst threutened or endangered spectes known to be on or noar the
stte:
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26. Oesertbe propo5cd lnndscapLng, use of nature plants.. or other
measures to preserve or enhance vegetatton on the stte.. tf any:
P(;I/CbITP>Tlrn,J ''''>=
~ i l''')'';' I J../ (~ 1'''I(~7,C HilI(.
r:'l.. -Pf"':", ,..~:.n I.~-'t::' r/!~ t$ t,..
t'1 'J n f:'f:'Z?'171..-! Z, j .', (~
m I MALS
27.
Check any blrds and antmnls that have been observed
stte or are known to be on or near the stte:
or near the
Btrds: ~ hawk 0 heron J1( eagLe 'fjL songbirds 0 other-tdentt fy:
Mammals: ~ doer 0 bear ts: elk 0 beaver 0 other-tdenttfy:
Ftsh: 0 bass 0 salmon 0 trout (J herrtng 0 shellftsh
[J other-tdenI=Lfy:
28.
Ltst any threatened or endangered specLes to be on or near the
slte:
1:)7 r- I E,:-
29.
Is the stte part of 0 mLgrBtlon route? If so, explatn how:
/../ 07' k' ././61.<./,<J
30.
De!'.crlbo proposed meo.sures to preserve or enhonce wLldlLfe, tf
ony. ,urJJJ G:
ENETlGY AND NA TUTlAL RESOURCES
31. \'Iho.l: klnds of anergy (l.o. oLootrlc, naturaL gas, alL, wood stove,
and solor) wouLd be uDod 1=0 meot: the completed proJeot's energy
naoda? DODcrlbe whether It wouLd be used for heatLng, manuraotur"
lng, ete. I
)((-',/ I f<
32. "lauld t:ho proJoot "ffecl: tho potantLal us. 0' .olar enersy by
ndJaoont p,..01'0,'l:l08, 1 r ISO, gonerally dOllcrLbo tho affeotl
)./0
33. 'Vhnt klndn or ol1orRY conaorvnt:lon faabr.. are LnoLud.d Ln th.,
f)Lana or lhL" ,,,,'oponftL? LLat othor proposed mea.".. to r.duoe or
controL enerAY Lmpnoh. Lf ony. J..ICY/./t!
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EVALUATION
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55. "~hBt vlm\ls tn 1:110 lmmedi.ate vtclnlty wouLd be aLtered or
obstructed?
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56.
DcscrLbe proposed measures to reduce or .control aesthetic impocts,
if any:
~ ) (-"1'.'-) ,j J./ (~ ,,-,1=
,elL "?OS ("1:::> <"::r') k:::.m
LIGIJT AND GLAIlE
57.
lVhat type of U.ght or glare would the proposal produce? What time
of t:ho day would It mainly occur?
/./ C-x/ ~ .
58.
Could light or glare from the finished project be a safet:y hazard
Ol~ i..nterfere wi. t:h views?
'NO
59.
1.~hot exlsttng off-slte sources of light or glare may affect your
proposal?
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60.
DOfJcrtbc proposed measures to reduce or controL Llght and gLaro
tmpacts, if any:
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61.
~-Jhot dCDLgnat:od and tnfot"IPPl roct"onttonnL opport:unlt:LoB oro Ln l:he
lmmodlolo vlclnlly? ~ISH i/J(.. j l-h)}..1Til-lCr
02. Would tho propound proJact: dLupLoco ony oxlsl:lns rooroo,tlonnl
uoos? I r uo, dODcrlbo l:ho dtuplacomont I
;<'/0
63. DODcrlbo propoRod moouuroD to roduco or oontroL Lmpocts on
,..ltoroaHon, tnoLudLng roorooHonoL opport:unLtLcul to be provLdod l.Iy
tho proJeot. or p,.oponont:, Lf nnYI
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64. Arc thero any ploces or objects llsl:ed on or proposed for nnttonaL.
sl:al:c. or local presorvoU.on rc&Lsl:c'~!J I<nown '1:0 be on or: next: to
the slto? If so, 1;cncrolly dcscri..be them:
AID
'65. GeneraLly descrLbe any landmarks or cvi..dence of hi..stortc. cuLturaL.
arclloeologtcul. or ~cl.enH.fi..c i..mportance known to be on or next: to
the slte:
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Oeser-tbe proposed measures to reduce or controL i.mpoct:s. tf any:
/V/A
T1MNSPORT AT I ON
67.
Ident=tfy publtc streets and hi.ghways servLng the stt:e and deseri..be
the proposed access to the cxtsttng sl::reol: system. Show on the
stte plan:
U~
NOH
/CD
68.
Is the slte currently served by publto transL~1 If no, wha~ ts the
approxtmBte cltstancc to tllc nearesl: trunsi.t sl:op1 ).JO
I?/FJi. N.
TO F"<JT1.1C- S.
69.
lIow many parl<tng spaces would the completed project: hovo1 flow nUlny
wouLd 1:110 project ottl1ltnal:e1
AI/A
/
70. l~tll tho proposoL roqutrc any now r~Bd9 or streets, or Lmprovements
to oxtstlnj.; rondo or stroe!:o, nol: LneLudtng drtvowaYfl? If flO,
genorally doocrtbo t:hom, lndlcol:Lng whel:hor they ora publlo or
,
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if
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pr'Lval:o:
~JrJ
71. \'JLll tho proJocl: UGO wotef., roLL, or- ntr trRnoportol:Lon, or OCCUI""
tn tho Lmrnodlatc vLclnLty of' thono fDeLlL l:Lcnsl' If 00, goneraLly
doserLbo the LIUO:
"xl 0
72. How mtlny vohlculnl~ b'Lpo pot' doy wouLd LJo gonof.nl;od by tho com-
pletod proJeot:? I r IC!lown, lndtcol:o whon poak voLumoD would oocUr'" t
AI D/.../I.:
73.
DOBor-Lbo rwoponntl mansur"ao to roduoo or control l:f'cnnIJOrl:ol:loll
lmlHloto, lr ony'
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74. WouLd tile pl"'ojocl- result tn all tncrcpsod need for publtc servtc8s
(i..e. fi..roprot:ect:i..OI1~ poLtee protecH.on.. health core, and schools)?
If so. genoralLy dC5crtbe tlac rC:J.ult:s: AI()
75. Oescrtbe proposed meos......C5 to reduce or control dtrect i..mpacts on
pubLt.c Gervi..ces~ ~f any:
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UTILITIES
76.
Check whtch uttli..ttes are c......renl:Ly availabLe at the stte: 0 water
b(elect:rtctt:y CJ nat:uraL gas CI refuse ser-vi-co ~teLephone 0 septic
system Cl sant. tory SOlHor 0 0 thor.........:...i..denti.. fy:
Oeser-Lbo the ul:t.lt.t:tes l:hat ore proposed for the project. the
77.
uti..ltty provtdi..ng the ,servtce. and the general const:ructton acttv-
tt:i..es on the sttc or tn the lmmodlat:e vlcLntty that mlght be
needed:
AI/A
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ACKNOl'lLEDGEMENT
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EVI\LUATION
I aoknowLedgo tltul. aLL lnformatlon provlded Ln thLn checkLlat: and aLL attaohed moterlaL La true
and corrnct to tho bont: of my knowledgo. I undorstand the load agenoy La relvlng Of' thLo lnformo"
'tlol1 I:omako Lt's dClCloLon.
In addLtlon.. I undorol:ond that: rcvtcw undor SEP^ doen not: conntLtul:o approvaL of n proposal,
complLanco wll:h loonl, ntate, and federal I""cgulol:Lonn opplLcobLe to the proposal !Sholl con5tltut:o
approval. (Chcckw\.l:h npproprLolo peonates to dotormLnc whal: opprovols oro requtrcd.)
SErA approval to boaed on tho LnformatLon Vou provlde. If found Lno.oourote. approvaL could be
wL l:hdrown.
lproponont or uuEllO'rlzed ropr'ouontoliLvo)
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COUNTY ROAD ADMINISTRATION BOARD
VERN WAGAR. P.E.. DlRfCTOR
2OEr753-5969
D12404 0iAl'0UR COUIlT. 5 W . OlYMI'L'\. WASHINCTON 9850....13
RECEIV1':.~
From: Randy Hart
Date: 9-30-91
ocr 04 1991
JEFFERSON COUN r
PUBLIC WORKS n~'
To:
Robert Nesbitt, PE
Jefferson county Engineer
1820 Jefferson street
Port Townsend, Wa 98368
Dear Robert:
"
02074'1
Fu<R<- ~p5
j(O, c:::C'osz.e
f'""'U')-L ~ ez.c;;!.D"
We're attempting to get caught up with project statuses and need
the Completion of Project Notifications for the following projects:
Work Order:
Project Name:
proj. No.:
2750001
9142001
16038872
16018672
pt Whitney Road
Upper Hoh Road
Please forward this information to us. A copy of the Project
Notification form is attached and you should have one in your RAP
manual as well.
Thank you for helping out.
questions.
Please call if you have further
~~r
Randy ~t,
Grant Programs Enginoer
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C JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
CONTRACT CLAIM.RELEASEi"1
Ctt-f74-'7
H~,:j '- !2bD':'O:;
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CONTRACTOR
Bruch & Bruch Construction, Inc.
ADORESS
228 Highway 101 West
CIlY
Port Angles
STATE Washington, 98362
OATE May 6,1991
Project Number
CR0749
Road Number
914207
federal-Aid Project Num
N/A
Job o..,rlpUon (Thl.l:
UPPER HOH ROAD IMPROVEMENT, M.P. 0.32 TO 1.80
OATE WORK COMPLETED: 11/21/89
SETTLEMENT AMOUNT $44,476.40
CONTRACTOR'SCERTIFICATION
.. the und"elonld. having ftrlll bun duly Morn, CllrtJfy that the above ..Ulement amount I, the comprornl.. of. dl~ut-.d claim. and that the
paym.nt made II not con.ruud .1 an admlnlon of liability by the County 01 J.ffe,eon: end that I am authorized 10 IIgn for the claimant:
thai In connection wllh thl Mttllmentand to the b..t of my knowledge no loan. orlllulty or gift of money In any form whatliCNtWr h.. been Ixtended
to any Imploye. of the Department of Publlo Wor1cl; I further certify thai: the above ..ttlement amount I. full compttn..Uon and all monl.. du.
m. from thl County of J'"'feon under thl, claim.
I hereby furth" o.rtlfy that I haw car.tully .Xlmln.d KId tsttI.ment amount and und.rltand the urna and th.t I horeby r.I.... the County of
JtntrlOl'l from any and all claim. of whateoever nalur. wh~h I may haw, &riling out of .ald contract claIm, whIch art not lncludod In aId
....I.men' amount.
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8ub..rlbed and ...orn 10 be'ora malhl. 0 d.y 01 I' r ( ~
l( Elk YOC()tw,
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10 <JI.
'aoldlng .1
Notary Public In And 'Of Ih. 61&'.0' W.thlngton,
...................................................................
DEPARTMENT OF PUBLIC WORKS USE ONLY
APPROVAL IIEOOMIAINOI!ll: APPROVED:
D.'.: f' -1':r':t.L.._ -,' 0.,.: ./.r /Y-y ./ 99./
/::? ---/,<" ~/<::::>1-~. Jt ..v'
l' :U(.I~'-:>0{,.."~-~ ~~.d:'.~
c.,.r.;~o, I:nOln." County Engl....
..................................................................................................
ACCOUNTINlI U8EONLV
Oil. 01
""o.ptano.
Dy It
....................................................................................................
IN8TnUCTION8
TIlII COntr.Ol el.l", Rol.... I. 10 be ....par.d by the I!tloln_ and tho orIolnol and ft,.. oopy _.rded 10 AooounUno lor _.planc.
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ORIGINAL
Sheel-1- of~
Dole 4-29-91
WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
Change
Order
Number
4
CHANGE ORDER
B
Ordered by Engineer under terms of Section
of the Standard Specifications
1 .04.4
Co,,',o<, "0. eRO 749
o Change proposed by Contractor
. BRUCH & BRUCH CONSTRUCTION
'" 228 HIGHWAY 101 WEST
PORT ANGELES, WA98362
BRUCH & BRUCH CONSTRUCTION
07..\~A I
p~:
r.Jj:'l P.'J'Jh'
914207
N/A
UPPER HOH ROAD
TO M.P. 1.80,
IMPROVEMENT
t ;~dc" d ..,it; N,..,.
l'rnjOl'l Till"
M.P. 0.32
By:
II ItONl..y-;,.1tKt
f)"/~
.......... .................. ..,DESCRIPTION Of WORK ...........
You ore ordered to perform the following dC5cribed work upon receipt of an approved copy of this change order:
NEGOTIATED SETTLEMENT OF CLAIM
TOTAL AMOUNT $44,476.40
All work, mOlerlols and mDosuromenf 10 be In accordance wilh the provlllons 0' lhe Stannard Speclflcalio"I and Special P,ovl'ilo", for the IVP'l of CCln,lruc-
lion Involved.
DISTRICT
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ORIGINAL CONTRACT
AMOUNT
CURRENT CONTRACT
AMOUNT
ESTIMATED CONTRACT
TOTAL AFTER CHANGE
ESTIMATED NET CHANGE
TH'S ORDER
435,641. 40
\675,937.26
44.476.40 s 720,413.66
HIADQUARTlR" UII
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APPROVED:
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APPROVED
DISTRICT ADMINISTRATOR
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DEPA'M'rMENT OF PUBLIC WORKS "
SHEET 2 OF 2 NUMBER CR0749
CHANGE
DATE 4-29-91 CHANGE ORDER ESTIMATE ORDER NO. 4
ESTIMATED ESTIMATED
ITEM GROUP DESCRIPTION UNIT UNIT QUANTITY AMOUNT
NO. NO. PRICE CHANGE CHANGE
1 MOBILIZATION (ADDITIONAL BONDING COSTS) L.S. 19,500.00 --- 1,994.88
2 CLEARING & GRUBBING ORIGINAL CONTRACT AC 5,340.00 (9.9) (52,866.00)
PER NEGOTIATED UNIT PRICE AC 6,875.00 9.9 68,062.50
4 ROADWAY EXCAVATION, INCL. HAUL C.Y. 2.20 (8,893) (19,564.60)
'4A ROADWAY EXCAVATION, INCL. HAUL TO WASTE SITE C.Y. 4.70 8,893 41,797.10
6 BORROW EXCAVATION ADDITIONAL QUANTITY C.Y. 5.65 894.25 5,052.52
ADJUSTMENT
TOTAL NET THIS CHANGE ORDER $44,476.40
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NATIONAL ;,BANK ;:::;;'!;:'.! :;;}'i;:1212'E;;~t:FI"*t,Street:" ,:Port:Arigeles, Washington 98362
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July 13, 1989
Jefferson County Department of
Public Works
P. O. Box 1220
Port Townsend, WA 98368
Re:
Bruch and Bruch Construction, Inc.
Dear Eleanor:
Northwestern National Bank has opened a Retainage account for Bruch & Bruch
Construction, Inc. in rsgards to the Upper Hoh Road Improvement, CR0749.
The account number is 1217-02181-3.
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Robin E. Birdsall
Loan Processor
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jellerson Street
P.C.. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gery A. Rowe, P.E.. Director
Robert G. Nesbitt, P.E., County Englnee,
May 17, 1989
Escrow Officer
Northwestern National Bank
Port Angeles Branch
P.O. Box 2028
Port Angeles, WA 98362
Re: Escrow account for retained percentage, Upper Hoh Road
Improvement, CR0749.
In accordance with the Contractor's Declaration of Option for
Management of Statutory Retained Percentage, (COpy attached) for
the above referenced project, Jefferson County Department of
Public Works is requesting that an interest bearing escrow
account be established and held until such time as Jefferson
County ,releasea the accumulated funds after acceptance of the
work.
All costs associated in opening and maintaining the account shall
be the responsibility of the Contractor, Bruch & Bruch
Construction, Inc.
If you have any questions, do not hesitate to contact myself or
Ms. Eleanor Stickney of this office.
Sincerely,
~
Construction Engineer
Enclosure
xc: CR0749, corres.
Bruch & Bruoh ponstruction, Ino.
100% Recycled Papa,
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CONTRACOJ'OR ' S DECLARATION OF OPTION FOR KAHAGEHEH'l' OF
STATU'l'ORY RB'l'lUNED PERCEHTAGB
A. J: hereby elect to have the retained percentage of this contract held
in a fund by the owner until (30) days following final acceptance
of the work.
Date
Signed
,S. J: hereby elect to have the owner deposit the retained percentage of
this contract in an interest bearing account, not subject to
withdrawal until after final acceptance of the work.
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Date
signed
c. I hereby elect to have the owner invest the retained percentage of
this contract from time to time as such retained percentage accrues.'
NORTHWESTERN NATIONAL BANK Port Angeles Branch
J: hereby designate PO Box 2028 'Port Anqeles. WA 98362 as
the repository for the escrow of said funds.
l: hereby further agree to be fully responsible for payment of all costs
or fees incurred as a result of placing said retained percentage in
escrow and investing it as authorized by statute. ~he owner shall not
be liable in any way for any costs or fees in connqctiontherewith. ,
Date 1 May 1989 signalS ~ fIA...h.Jl/J J.....
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JEJ( .RSON COUNTY PUBLIC WORKS (i:RTMEN'r
CONTRACT CLOSURE / RETAINED RELEASE SCHEDULE
Job No. Cf2rP74-OJ F.A. No. S.A. No.
Job Title: UPPEI( 1401../ RD. /vi P 0.33 "- 1.79
Road/Facility Name: OPPE!<: I-lOH Road Number: q /4-207
Contractor: ~ i?U(,A.J .$ R12IJeJ-l rJoNSTP.ue TlON
Address: 221=1 1-I1GJ.l\A//.l Y /0 I W;;-ST
City: POl<T t4 Al6ELES State: WiJ Zip: 0B302
PH'# 452. -536'~
Project Coordinator: 15l2oCE LthJe,E
Document:
Date:
Completion Letter To Contractor
1i-30-P,<3
Completion Letter To State Aid, C.R.A.B.,
D;O.E., etc.
Final Estimate To Contractor
Final Contract Voucher Certification
To Contractor
/-/2.-<:}O
5"-18 -<r 0
{) -121 - 9'0
Notice Of , Completion To L & I, Contractor
Compliance Uni t
Notice Of Completion To Dept. Of Revenue
Affidavit Of Wages Paid From The Contractor
And All Sub-Contractors
Certified Payroll From The Contractor
And All Sub-Contractoro
Notioe From Contract Complianoe Unit, L & I
Certifioation From The Dept. Of Revenue
Retninagel
Total Contraot Amount
6.~5 ~ rr:.
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2 - 20 - 00
6" - U3 . 90
/? - 9- '70
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5J Retained As Per Contraot Doouments
Interest on Retained Amount
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Sub Total ( Retainage plus Interest)
Total Liens Against The Retainage *
Total Retainage Less Liens
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-132 S'tS, o~
7-/1) ~ ;(J By G;/~
Retainage ~to Contraotor
* Attaoh Lien Detail
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Robin E. Birdsall
Northwestern National Bank
P.o. Box 2028
Port Angeles, WA 98362
RE: Escrow Account /I 1217-02181-3
Dear Robin,
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JEFFERSO<<{COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. 80x 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe. P.E., Director
Robert G. Nesbitt. P.E., County Engineer
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Jefferson County hereby authorizes release of retainage funds to Bruch
and Bruch Construction, Inc., in regards to the Upper Hoh Road Irrq;>rove-
ment, CR0749.
~
Eleanor Stickney
Bookkeeper
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STATE OF WASHINGTON
DEPARTMENT OF LABOR AND INDUSTRIES
General Adminis(rJI,on Building . Olympia. Washington 98504-1401
905 Plum Street SE, HC-214
Olympia, WA 98504
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July 6, 1990
JUL 09 1990
Jefferson County
Department of Public Works
P. O. Box 1220
Port Townsend, WA 98368
JEFFERSUN COUNTY
"'111=11 'f" W"'RKS Dl=~-
ACCOUNT 10: 455,901-00
Bruch and Bruch Construction, Inc.
Contract No. CR0749
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Gentlemen:
Please be advised that the Department of labor and Industries does hereby
release Jefferson County from any further 1 iabil ity pursuant to RCW 51.12.050
and RCW 51.12.070 as would otherwise incur in connection with a contract calling
for road construction for Jefferson County, Upper Hoh Road.
This certificate does not release Bruch and Bruch Construction, Inc., from
liability for additional contributions which later may be determined to be due
with respect to the above mentioned contract or any other contracts said
contractor may have performed.
.
V''Y'tJjt7'
K4t~
Administrative Assistant
Contractor Compliance Unit
Phone: (206) 753-4398
CCUl:24.lc17.1
cc to
Bruch and Bruch Construction, Inc.
228 Highway 101 W
Port Angeles, WA 98362
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STATE OF WASHINGTON
DEPARTMENT OF LABOR AND INDUSTRIES
Gener.1 Administwion Building . Olympi.. W.,hington 98504-1401
905 Plum Street SE, HC-214
Olympia, WA 98504
July 6, 1990
Jefferson County
Department of Public Works
P. D. Box 1220
Port Townsend, WA98368
ACCOUNTID: 455,901-00
~ Bruch and Bruch Construction,
~ Contract No. CR0749
Gentleman:
Please be advised that the Department of Labor and Industries does hereby
tQ\ release Jefferson County from any further liability pursuant to ncw 51.12.050
\SJand RCW 51.12.070 as would otherwise incur in connection with a contract calling
for road construction for Jefferson County,Upper Hoh Road.
Inc.
This certificate does not release Bruch and Bruch Construction, Inc., from
[F) liability for additional contributions which later may be determined to be
C) with respect to the above mentioned contract or any other contracts said
contractor may have performed.
Very truly yours,
due
~ Kaye Kjorlaug
Administrative Assistant
Contractor Compliance Unit
Phone: (206) 753-4398
CCUl:24.lcI7.1
cc to
Bruch and Bruch Construction, Inc.
228 Highway 101 W
Port Angeles, WA 98362
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Stat. 01 Wuhlnglon
Department of Revenue
Audit Procedur.. &: AdmlnlatraUon
Ol,mpl.. WGohlnglon 981504-OOl1O
600 468 712
Certificate of Payment of State Excise
Taxes by Public Works Contractor
Contractor:
BRUCH << BRUCH CONSTRUCTION I
228 HIGHWAY 101 WEST
PORT ANGELES WA 98362
PWC
80796
We hereby certify that taxes, increases and penalties due or to become due from the above named
contractor under Chapter 180, Laws of 1935. as amended, with respect to the following public works
contract:
JEFFERSON COUNT? DEPT OF PUBLIC WORKS
UPPER HOH RO/M.P. 0.33 TO 1.79
together with all other taxes, increases and penalties due from such contractor, have been paid in full
or that they are, in the Department's opinion, readily collectible without recourse to the state's lien on
the retained percentage.
Thib certificate is issued pursuant to the provisions of Chapter 60.28 Revised Code of Washington
Cor the sole purpose of informing the state. county or municipal officer charged with the duty of
disbursing or authorizing the payment of public funds to said contractor that the Department of
Revenue hereby releases the state's lien on the retained percentage provided by this Chapter for ex-
else taxes due from said contractor.
This certificate does not release said contractor from lIablllty for additional tnx which may be later
determined to be due with respect to the above mentioned contract or other activities.
Date at Olympia. WaShlngton,~ ,;:)-71 ! 110
rORM RF.V JI OOIR (I.HI)
STATE or W ARIDNOTON
DUARTMIINT or RIiV!NUJI:
SUE MORRIS .
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ROUTINe;: Whil. ('ory. UI.hu"lnp Om.cr. C.n.ry Copy-COnIr4C10r,
Pink Cory...I',I.. Cloldcnrud Copy-Special File.
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MONTHLY CONSTRUCTION E.STIMATE
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ENTRANCO ENGINEERS. INC.
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Prolect Name: UPPER HOH RIVER ROAD Cate: May 11, 1990 Page 1 of 2....-
Contractor: BRUCH & BRUCH CONSTRUCTION Elllmate No.: Seven Revised
AddreOl: 22B HIGHWAY 101 WEST. PORT ANGELES. WA. 98362 ProJecllContract No.: CRO 749
JEFFERSON COUNTY Original Contraot Bid Amount: $435,641.40 ...
Owner: '..
Pay Period: Decemoer 1, 1989 to Apri 1 5, 1990 Current Contract Bid Amount: $553.340.76
TOTAl. AMOUNT
TO DATE
PREVIOUS AMOUNT
TOTAl. DUE
THIS ESTIMATE
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O. I.esa Retalnage ( -L ~ 01 A.)
E. Amount Cue Contractor (C. mlnul 0.)
0.00
650,560.78
32.,528.04
618.032.74 .
0.00
625,388.76
31,269.44
594 119.32
0.00
25,172.02
1,258.60
23,913.42
.
I HEREBV CERTlFV THAT THIS IS A TRUE AND
CORRECT ESTIMATE: THAT THE WORK WAS
ACTUALLV PERFORMED AND MATERIAL
FURNISHED: AND THAT THE AMOUNT IS JUST
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I HAVE REVIEWED THIS ESTIMATE AND BELIEVE! IT
TO BE! TRUE AND CORRECT AND RECOMMENO
PAYME!NT OF SAME!.
APPROVE!D:
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MOl..... WAIHWOfOH 8OuL.IV"RO N,I., MI"'~D. WA I/MW
* See 1etter dated 23 May 1990
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'av Esti..te No.7 Revised and Final for the oeriod l!Ildinq Aoril 5. lQqO
C~UNTV ROAD NO. 914207. ~P 0.33 TO ~P l.BO
Jefferson County Road Proj.d No.: CR074Q
Entr.ncc Prcjed No.: I -B9035-20
Contractor: Bruch and Bruch
ITEN NO.
ITE~ DESCRIPTION
. Pacp
Dl ..
ESlI~ATEo QUANTITY PERCENT TOTAL A~OUNT
UNIT QUANTITV UNIT PR ICE TO DATE COHPLETE TO DATE
PREVIOUS
MOUNT
QUANTlH ANoUNT DUE
THIS EST. THIS ESTI~ATE
----------..-------..---------..-------------..------------------------------------------------------..
I
, 2
3
4
5
6
7
B
. 9,
"10
II
"12
. 13
I'
15
16
17
IB
19
20
21
22
2l
. 2.
25
26
27
. 20
co.lm
CO.I/30
CO.I/31
CO.2/32
NEW 100
NOBllIlATlON L.S.
CLEARIN6 AND SRUoBING ACRE
P.EIfllVETEHPORARY STRIPING L.F.
ROAOWAV EXCAVATION !tICL. HAUL C. V.
UNSUIT. FoUNo.n.INCL. HAUL C.V.
BORRON EICAV. INCL.NAUl r.. V.
E~BANKHENT Co"PACTlON C. V.
QUARRV SPAll 5 TON
ALUIl. CULVERT PI'PE IB' 'L.F.____-.
ALUIl. CULVERT PIPE 24' L.F.
AlUN. CULVERT PIPE '2' l.F.
STRUCTURE EX.CL.D INCL. HAUL C. V.
BRAVEL BACKFILL PIPE OED. C. V.
GRAVEL BASE (TRUCK "EASURE) C. V.
r:RUSHEo SURFACE TOP COURSE TON
ACP CLASS B TON
lUlTER HGAL
BEEo. ItULCH, FERTIlIZER ACRE
TEIlI'ORAnY STRIPING l. F.
SPECIAL PAINT STRIPE L. F.
LANE ~ARkER lVPE 2 HUND
PERlfANENT SIOHINB l.S.
PILOTED TRAFFIC CONTROL HOUP
IRAFFIC CONTROL lABoP NoUR
CONSTRUCTION SIGNS CLASS A S.F.
~AINT. L PPOTECT. Of TRAFFIC L.9.
TRINNING AND CLEANUP L.S.
PAINTED DRAINAOE "ARKINO EACH
ALIJIt. CULVERT PIPE 30' L.F.
DITCH EXCAvATION INC. HAUL C. V.
PLACE STREAMBED GRAvEL C. Y.
OEDTEXTILE FABRIC S. V.
COUNTY REINOURS"T WINFIELD PIT C.V.
I 1IQ.500.00 1.00 100r. $19.500.00 119.500.00 0.00 $0.00
9.5 5.340.0(1 0.90 104~ 152.066.00 $41,43B.40 2.14 $11.427.60
7,650 O.OJ 7.650.00 100l $229.50 122Q.50 0.60 10.00
IB,OoO 2.;0 IE ,796. (1(1 104: UI,351.20 $31.795.92 4.343;:1I 11.;35.28
7,000 4.70 8.621.00 lnl $40,5IB.70 n1.:m.39 (lB2.701 11858.6Q,
9,000 0.65 19.569.00 2m $IIO.564.B5 $62.7B7.99 8.456.10 $47.776. q7
27.000 0.65 27.'17.00 Ion m .B21.05 $13.077.02 7.290.51 U.744.03
17.5 35.\\(1 17.50 1(101 s612.50 $612.50 . 0.1)0 10.0(1
120 16.10 125.0~ 1042 12.012.50 12.('12.5\\ 0,(1(1 1'1.00
----204-----:S:i>I~-..:!'.LillL_~ 16.762.00 . S6.762.('0 ').00 If'. (,(I
136 43.0(\ 136.00 1001 ~a.If;(I0----t5.B.41l,OCi 0.1)" 10.(1(1
4.4 11.00 62'..0 1121 Ib.925.60 '6.925.~-~-S~'lL
72 16.20 220.Q0 307: IJ.578.58 13.578.59 O-'JO 10.00
9,350 S.65 14.400.00 1541 $BI,360.00 '12B,972.55 fB.427:001 C$47.612.551
4,200 9.25 4.800.00 1141 $44,40<1.00 $44,'00.00 0.00 $0.00
4,100 40.00 3,B94.30 951 $155.772.00 $155.772.00 0.(10 SO.OO
310 15.00 Sq.50 191 1092.50 1092.50 0.00 SO. 00
4.50 1.05".00 6.50 1141 IU25.00 16,025.00 0.00 $0.00
7.650 O.OJ 1,650.00 1001 1229.50 $229.50 0.00 $0.00
46.000 0.10 24,4(10.00 531 12,440.00 12.440,00 (1.00 $0.00
t.tO 290.00 1,56 t42t t436.BO 1436.90 n.oo SO.OO
I 970.00 1.00 1001 $070.00 IB70,00 0.00 SO.OO
200 26.50 39',50 1971 $10,.54.25 110,45'.25 0.00 '0.00
1.600 10.50 2,l87.00 1491 fU,15MO S44.159,50 0.00 SO.OO
200 2.0,1 336.50 1681 '673.00 $673,00 0.00 '0.00
I 9~0. 00 1.00 1001 U50.00 1850.00 0.00 SO.OO
I 1,500.00 1.00 1001 '1.500.00 $1.500.00 0.00 '0.00
18 3.00 16.00 P91 $48.00 $40.00 1),00 '0.00
5. 23.00 62.00 1151 tl,m.oo '1.126.00 (1.00 10.00
336 0.00 783.0(1 2331 16.264.00 '5,440,00 102.00 1916.00
50 8.50 50.00 1001 '425.00 m5.00 0.00 to.OO
6,000.00 1.25 10.972.60 1m f13.715.75 tl3,715.15 0.00 10.00
30,000 10.'101 34.190.00 lilt 1'30.771.001 ($30.094.381 751.00 11676.621
.....
....----...........--..--..........-....--....---------------.........--..----------------------..---..-..---..--..-------------.....------....-..-------
'25.172.02
.
fllulntlly AdjUlhd bv C.O. . 1
'llulntlly Adjusted bv C.O. . 2'
1650,560.78 '625.388.76
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles. WA 98362 (206) 452-5388
23 May 1990
JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS
PO Box 1220
Port Townsend. WA 98368
ATTEN'I'ION: Bruce Laurie
Dear Bruce:
SUBJECT:
UPPER HOH ROAD
County Road No. 914207
Contract No. CRO 749
Enclosed, please find the revised Final Estimate, Final
Contract Voucher Certification and Change Order #3
for the above referenced project.
I have signed the enclosed documents in order to close
out the project. but hol rl reservat ion for claim on
the following items:
Item No
1
2
4
5
6
14
Item Description
Mobilization
Clearing and Grubbing
Roadway Excava t ion Including Haul
Unsuitable Foundation Excavation
Including Haul
Borrow Excavation Including Haul
Gravel Base (Truck Measure)
The unit prices in Change Order No. 3 do not include
bonding costs, therefore. claim for the additional
cost shall be submitted according to 1-09.lJ.(2) with
the above listed items.
J am presently compiljlHj illl the ncce::;sary information
iJTld 110f)(' t II hdVL~ i 1 ~,Iilllflil tl.'dlll t.ll(' IH.-'dr future.
Si Tl('{'J'f'.1 y,
BRUCII 10. BHUCII CON5'1'IWC'I' I ON. 1 NC'.
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Superintendent
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WASHINGTON STATE /
DEPARTMENT OF (
TRANSPORTATION
HEADQUARTERS
.',FINAl .CONTR~CT.. VOUCHER' CE'RTIFI~~TION
O'><<llSC>
CONTRACTOR BRUCH & BRUCH CONSTRUCTION, INC.
ADDRESS 228 HIGHWAY 101 WEST
CITY PORT ANGELES, WA
STATE WA
DATE 4-10-90
State Project Number
CR0749
Fed6ra1.Ald Project Number
9J4207
Job Description (TItle):
UPPER HOH ROAD, M.P. 0.33 TO 1.80
DATE WORK COMPLETED:
1] -21-89
FINAL AMOUNT S 3J .166.56
CONTRACTOR'S CERTIFICATION
I. the undersigned. having first been duly sworn, certify that the attached bill Is a proper charge for work performed and
material furnished to Ihe State of WaShington: that the same or any part thereof has not been paid; and that I am authorized to
. sign for the claimant: that in conneclion wilh the work performed and to the best of my knowledge no loan, gratuity or gift of
money in any form whatsoever has been extended to any employee of the Department of Transportation nor have I rented or
purchased any equipment or materials from any employee of the Department of Transportation: I further certify that the allach.
ed final estimate is a true and correct slatement showing alllhe monies due me from the State of Washington under this con.
tract: thaI I have carefully examined said .final estimale and understand the same and thaI I he,eby release the State of
WaShington from any and all claims of whatsoever nature which I may have. arising out of the performance of said contract.
which are not set forth in said estimate.
*** See
19*-
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Subscribed and sworn to before me this
X F f ~ ff:::;.
residing at f? c:::rY'-I-- ~ /'J______
Notary Public In and for the State of Washington.
DEPARTMENT OF TRANSPORTATION CERTIFICATION
I cenllv tho aUMched flna' estimate to bft baaed
upon actual meaaurementl, and to e and
correct.
x
APPROVED
OA~~
X .~
DlfITRICT_ ISTAATOA
HEADQUARTERS USE ONLY
Dale of
Acceptance
By X
INSTRUCTIONS
This Final Contract Voucher Certification 18 to be prepared by the Engineer and the original and flral copy forwarded 10 Head.
quartera lor acceptance and payment.
The Alfldavlt of Wages Plld muat bo prepared by Ihe primo conlractor, all aubcontractorl and III subcontractor'e agents and
forwarded with the Final Contract Voucher Certification,
Contraclo,s Claims. If any. muat be Included and the Conlractore Certification muat be labeled Indicating a claim allached.
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CRU74<J
F~,Jr-l..- p..E"GoAC.s
NOTICE OF COMPLETION OF PUBLIC WORKS CONTRACT
From:'
JEFFERSON COUNTY DEPT.
OF PUBLIC WORKS
PO BOX 1220
PORT TOWNSEND, WA 98368
385-9160
tifN ;Jlit$fti#i@DEPARTNlENTJAt:lSEiiJiONLY:Wfl?I/4f(@J'Jif4$'
Assigned To
Notice is hereby given relative to the completion of contract or project descrlbacl below.
"
Description of Contract
UPPER HOH RD.. M.P. 0.33 TO 1.79, CR0749
Contractor's Nama relephone No.
BRUCH & BRUCH CONSTRUCTION. INC. 452-5388
Contractor's Address
228 HIGHWAY 101 WEST. PORT ANGELES, WA 98362
Date Work Accepted I Date Work Commenced I Date Work Completed
11/30/89 5/30/89 ' 11/30/89
Surety or Bonding Co.
AMERICAN STATES INSURANCE. CO.
Agent's Address
BOSTICK MONARCH. INS.. INC. PI) 80X 1848. BaLEYUE. WA 9B009
Contract Amount:
$ 435,641.40
214.919.38
-0- .
650.560.78
$ 618.032.74
32.528.04
650,560.78
Additions:
Amounl DlsburlIecf:
Amount Retained:
Total:
Sales Tax:
Total:
B~~1'~~~
Phone No. GI~) !IRS - 9/~O
The Disbursing Officer mullt COl11)lete and mall three COJlI.. 01 thll notIcll to the Depaltmenl 01 Revenue. OlympIa.
Washington 98504. Immedlafelv 8ffer acceptance 01 the wolte done underthll contract. NO PAYMENTS SHALL
BE MADE FROM RETAINED FUND untU r8C8!p1 of Department'll certlJca\e. and then only In 8ICCOI'dance wlItl aaId
certificate.
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FORM REV 31 0020'2-881
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Indianapolis, Indiana 46204-1275
GENERAL FORM STATUS INQUIRY
Jefferson County Commissioner
ARCHITECT. ENGINEER OWNER OR OeLlGEE
Director of Public Works
ADDRESS
March 15 19~
EX 739-892
BOND NUMBER
Port Townsend, WA
98368
Contractor BRUCH & BRUCH CONSTRUCTION, INC.
Address
228 Hwy. 101 W., Port Angeles, Washington 98362
Description of Contract
Upper Hoh Road, CR0749
INCL.UDE LOCATION AND OWNER'S CONTRACT NUMBER
Owner
Contract Price $ 435 , 641. 40 Bond(s) $ same Effective Date 4-9-89
Without prejudicing your right or affecting our liability under our bond(s) described above. we would appreciate such of the
following information as is now available.
It is understood that the information contained herein is furnished as a matter of courtesy for the confidential use of the surety
and is merely an expression of opinion. It is also agreed that in furnishing this information. no guaranty or warranty of accuracy
or correctness is made and no responsibility is assumed as a result of reliance by the surety. whether such information is
furnished by the owner or by an architect or engineer as the agent of the owner.
You will find enclosed a stamped return envelope for your convenienc~.
Your very truly.
AMERICAN STATES INSURANCE COMPANY
.
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1. IF CONTRACT IS FULL V COMPLETED PLEASE ADVISE:
A. Date of completion /2.//'" / e9 Date of acceptance ~'f A~TiI!!.C.Jf
B. Total final cost of completed contract $ A'~T ~L7' fJL71t~uv.e~
C. Amount paid to date $ ~9~.1 /~t"l Balance due $
2. IF CONTRACT IS NOT COMPLETED PI.EASE ADVISE:
A. Precentage completed /0... ~ Amount paid contractor $ 5~te/ZL:J
B. Amount withheld as retained percentage on completed work $ 9 /, Z 70
C. Change. if any. In amount of contract: Increase$ ;!.Du, O(~Cl t:. Decrease $
D. Has work progressed satisfactorily 10 dale? ~es 0 No Eslimated completion dale?
3. HAVE ANY LIENS OR CLAIMS FOR UNPAID LABOR OR MATERIAL ell.LS BEEN FILED TO DATE? 0 Yes>(No
"...-.._-1
If so. list below. name and address of each claimant and amount of tl1ell claim.
Datedat~~~ _Slgned~~
This :z I !./' day of ~~ 19~ TItle: ~~7!i;~ ~
'-1414 ~ [JAT7I!: ~~,.j)1f.I {J)IIJ 1'1l.#:(/tO~ ~It./I1 ~ 2-7-fO W-dS Il()t:aIt<<.c.,
(7.88) Co4.JTltAc.,.uor 14eu!;1f:.:!/rn "",f;:::tR"p/:./J't..re~,:'r'''''Lwr' "..,~e
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American States Insurance ":~mpany
Indianapolis, Indiana 46204.1275
GENERAL FORM STATUS INQUIRY
Jefferson County Commissioner
Dire~El(;rfE~fC:>'1mflt'/l OBLIGEE
Port Townsend. WA 98368
ADDRESS
February 7 '9~
EX 739-892
.BON~DNUMBER
Contractor BRUCH & BRUCH CONSTUCTION. INC.
Address
228 Hwv. 101 W.. Port An~eles. Waahin~ton
98362
Description of Contract
Upper Hoh Road. CR0749
INCLUDE LOCATION AND OWNER'S CONTRACT NUMBER
Owner
Contract Price $ 435.641.40 Bond(s) $ same Effective Date 5-9-89
Without prejudicing your right or affecting our liability under our bond(s) described above, we would appreciate such of the
following information as is now available.
II is understood that the information contained herein is furnished as a matter of courtesy for the confident.al use ot the surety
.;::" ~ ,...arely an expression of opinion. II is also agreed that in furnishing this information, no guaranty or warranty of accuracy
or correctness is made and no responsjbility is assumed as a result of reliance by the surety, whether such information is
furnished by the owner or by an architect or engineer as the agent of the owner.
You will find enclosed a stamped relurn envelope for your convenience,
Your very truly.
AMERICAN STATES INSURANCE COMPANY
1. IF CONTRACT IS FULL V COMPI.ETED PI.EASE ADVISE:
A. Date of complelion ....?-.....h~
B. Total final cost of completed contract $ VaT'
Date of acceplance /~//:S/A<}
f
Y~r- tJ.'-r~A.~,1\1 ~ iii
C. Amount paid to date $ l":"9~, I ZD Balance due $
2, IF CONTRACT IS NOT COMPLETED PI.EASE ADVISE:
A. Precentage completed /~ ~ Amount paid contractor $ 59"-, /20
B. Amount withheld as retained percentage on completed work $ '? /, t: ?C)
C. Change. if any, in amount of conlracl: Increase$ 21)0 000 Decrease $
D. Has work progressed salisfactorily to date? ~es 0 No Estimated complelion date?
3. HAVE ANY I.IENS OR CI.AIMS FOR UNPAID LAeOR OR MATERIAl. BILLS BEEN FILED TO DATE? 0 Ves 0 No
If so, list below, namo and address 01 each claimant and amounl 01 their claim.
Dated at /~ ~~
This _~ day of ~-.
D.""
(7.88) Wllllo.Relurn
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Indianapolis, Indiana 46204-1275
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GENERAL FORM STATUS INQUIRY
Jefferson County Commissioner
ARCHITECT ENGINEER OWNER OR OBLIGEE
Director of Public Works
ADDR~SS
December 5
19~
EX 739-892
BOND NUMBER
Port Townsend, WA
98368
Contractor BRUCH & BRUCH CONSTRUCTION, INC.
Address
'228 Hwy. 101 W., Port Angeles, WA
98362
Description of Contract
Upper Hob Road, CR0749
INCL.UOE LOCA liON AND OWNER S CONTRACT NUMBER
Owner
Contract Price $ 435,641,40 Bond(s) $ same Effective Date 5-9-89
Without prejudicing your right or affecting our liability under our bond(s) described above, we would appreciate such of the
following information as is now available.
It is understood that the information contained herein is furnished as a matter of courtesy for the confidential use of the surety
and is merely an expression of opinion. It is also agreed that in furnishing this information. no guaranty or warranty of accuracy
or correctness is made and no responsibility is assumed as a resull of reliance by the surety, whether such information is
furnished by the owner or by an architect or engineer as the agent of the owner.
You will find enclosed a stamped return envelope for your convenience.
Your very truly,
AMERICAN STATES INSURANCE COMPANY
1. IF CONTRACT IS FUI.I.Y COMPLETED PLEASE ADVISE:
A. Date of completion Date of acceptance
B. Total final cost of completed contract $
C. Amount paid to date $ Balance due $
2, IF CONTRACT IS NOT COMPI.ETEO PLEASE ADVISE:
A. Precentage completed ?/?,% Amount paid contractor $ ::r~ ~ ~ t:!
B Amount vllt"he'cl HS reta'ncci percentage on comr1eted work $ ,.~ Go z..5
C. Change. If any, In anlOLJnl of contrac!: Increase $ ~,/ O<:lt:> Decrease $
o Has work progressed salisfactorlly to date? ~s I., No Estimated completion date? --LZ.../..Li!j-
3, HAVE ANY LIENS OR CLAIMS FOR UNPAID I.ABOR OR MATERIAl. BILLS BEEN FILED TO DATE? [j Yes}t:. No
If so, hst below, name and address of each claimant and amount of Iherr claim.
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IIIPEPAF:J:MEt:rr OF PUBLIC WORKS
.. '~\'lIlEST TO SUBLET l'/OR!<
- .'
tt. Che~~e
SUBCONTRACTOR ./ XX /
AGENT / /
CONT~CTOR. BRUCH & BRUCH CONSTRUCTION. INC.
ADDRESS:
228 Highway 101 West
CI'rY
POT. Ann~l~~
STATE
WR~hing'tnn
DATE 20 ~ApTPmhpr 1 qRtl
County Contract~No. I Federal-Aid Project No.
CRO 749 /
Jo~ Description (Title).
UPPER HOH ROAD County Road No. 914207
Sign Route
I :Request No.
. Four (4)
...A
Approval is requested
to sublet the fOllowing
described work to,
Fi%'lll';WllmB' ,LAKESIDE INDUSTRIES
PO BOX 728
Port Ange1~ WA
Address
Telephone Nc:i;:( 006) . 452-7803
License No. 22301LAKESI*27
98362Da'te Of Expir~il1/90
City
Estimated Starting Pat~:
Estimated
Working Days.
09/25/89
5 Days'
Item 1
No. . Partial: DESCRIPTION OF ITEM AMOUNT
. : ,
16 94% .... 4100 TON. Asphalt Concrete Pavement, CJ:ass B . $153,750 I
lilt ~.
l I
Date. U!JI U/89
Submitted ~y: ~Jt~..I vtt.mUvV
~d1~r~~c~'-P~eS1dent
I UNDERSTAND AND WILL INSURE THAT THE SOBCONT:RA~O
WILL COMPLY FULLY WITH THE PLANS.AND SPEC:IFICA!rION
Insurance Inc. UNDER WHICH THE WORK rs BEING PEIlli'ORMED.
~Inme
....
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Titl..
THIS "AREA 'FOR 'DEPARTMENT,'OP 'PUBt.IC 'WORKS 'USE . ONLY .
L. Pe~cent o~ Total Contract This Request'
2. Parcent o~ 'total Cont:ract Previous Requests
3. Percent ot Total Cont:ract SUblet To-Date
4. Remarks, "-111$ I?6Ql.Il!'trr treNAee
,fI!QlJlr'6 r AlO..e "otfJ A./f.E'l" ~DVIU to
to ~PHI4t."', I;u&. '/ ,/+It" ~4("GIVTS tTl-lou.JtJ
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~4,97
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'~7.11 %
RECOMMENDED FOR APPROVAL
PROJECT ENGINEER .
Date
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AGENT /
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COl1rRAC'l'OR, BRUCH 5 BRUCH CONSTRUCTION. INC.
ADDRESS. 228 HighwAY 101 West:
CI1T
Port: Anqe1es. ,1fZlrLTE98362
/
/
County Contract No. Pederal-A:t4 Project No.
CRO 749 /
Jab Cescr~ptioD (Title).
UPPER HOn ROAD County Road Ho. 914207
DATE 15 May 1989
S1gn Route I. ~que.t NO'1
'.. Two (2)
. - I
Approval ~. J:eq;IIeate4
to sublet the ~0110win9
descr1bec! work to.
IM",llhone 110;:". (206). 374-959 )
License 110.. PUGETSA133MA
Date O:r Exp1zoatlalt() 1/8 9
l"i:nlto'.lIlIme, PUGET SOUND ASPHALT.
Adc1rese PO Box 1686
Ci1:7 Forks. Wl\Zii98331
.Estimated Starting Dater
ZeUm.lt. te4 .' . ' .
WorJc1n'1 CaYs.
, I"'
Xtem
No. Partial: DEScm:P'l'ION OF ITEM MOtlN'r
1.6 lOOt 4100 TON. Aspha1t: Concrete Pavement:. CJ:as& B . -$168. 88e
~J",o.j.JOOo ~
- Date. U~I '~/O'
POR:l.'IOll
OF WOllK
oro BE :
SOBLE'1':
APPROVED.
SUI:IIIIitted !>yr ~ ~/
di~~ CIiP.F'Bruch. President
I llNDERSTJUm WILL XNstlJU!: TIIA!r 'I'm: SOBCON'l'RPc.rC
WILt. COMPLY FOLLY WX'l'H '1'lll!: PLl\NS.AND SPECD'XCA:l'IO::
UNDER WHICKTRE WOIlX XS Ilr;INa PEJlFORHED.
AMERICAN STATES INSURANCE COMPANY
CIO BOGt~r8qnarch Insurance Inc.
PO Box 1848
~e11evue. WA 98009
(Name)
1.
2.
3.
4.
oritlo
THIS JUU!:A 'FDR 'DEPAJlTHEm'O!' 'POBLIC 'WDIUCS 'USE . ONLY .
Percent of Total Contract This Requeet ':17 fi<;
parcent of Total Contraot Previous Requeet. , 06..
Percent of '1'otal Contract SUblet To-Oat. ':IR 7' .
Romark.. Quality of work is unknown. No RECo.'lMENDED FOR APPJIOVAL
previous elcpcriance on Jefferson County PROJEC'l' ENGINEER .
Public Works projects. Investigation with ate
various agencies has resulted in mixed reports By.
ranging from poor to good. I feel that denial of Titl.
this request is not justified however this contractor
should be closly monitored to establish a Approved.
track record for fuuure requests.
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AGENT /
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CON'l'IlAC'rOR.
BRUCH . BRUCH CONSTRUCTION. INC.
228 Highway ~01 Wes~
Por~ Anqe1es. W&T~362
DATE
15 May 1989
stgn Jloute .,
ADDRESS:
Cln
County Contract No. I Federal-A!&! Project No.
CRO 749 /
Job Descript1.on (Title).
UPPER HOH ROAD Coun~y Road No. 914207
Ilequest No.
One (1)
Approval U requeste4
to sublet the f'o11ow1.og
described 'work to.
Fi%ll!'.II'_ _ APPLY-A-LlNE. l[NC~
AddrellS 106 Fron~age Road N
CUT Pacific.::i!~ 98047
Te1ephone 5ei;:' '(2061" 735-3232
Llcel1lle 1'10. APPLYI*161RU
Date O~ Expirat1.oD . 12/31/89
.EstJmated StArt.t.>g Data.
Eat1mate4 .' . .
Working Day..
. "
Ztem
No. . Partial' DESCRIP'l'ION OF ITEM AHOON'l'
-0:3.'-":' ------- -~r~50-L~r-Remg~~A9-~po~-S~~~piD9-------~ ----------
n 6n 7.650 LF Temporary S~ripillg , . $ 153.00
20 90'" . 46.000 LF. Specia1 Paint Stripe 4.140.00
21 989; 1.10 HUMP.. Lane Markers. Type 2 300.30
28 979; 12 EA. Painted Drainage Marking 34.80
TOTAL TillS REQUEST - $4.628.10
PORrIOn
OF WOllX
TO BE :
SUBLET:
Data..
05115189
SUI:IIlitttllS by. ~ ~
J prBruc . President
% ONDERSTllND 'H%r..r. INstlRE '1'BM' 'tHE SOBCON'1'R.ACTO:
'H%r..r. COHPLY FOLLY wrra '1'8E PUNS, ANI) SPECD'ICA:1'IOll:
UNDI!:R WICK '1'8E WDRl( IS BEZNCl PERFOlUtED.
APPROVED.
AMERICAN STATES INSURANCE COMPANY
CIO Bost~~narch Insurance Inc.
PO Box 1848
IYBllll11evue. VA 98009
(Name
1.
2.
J~
4.
Title
'1'IfIS 'AJU:AFOR 'DEPAATHEN'1'Ol' 'PllBLIC WORJal'USE'ONLY'
Percent of' Total Contract TM. bqueat' ] .06
Percent of' '1'otal c.ontract PrevioulI Requaete n.on "
Percant: of' Total Contract Sublet To-Date 1.06 "
Jlemaru. APPLY-A-LlNE has perfoxmed RECOMMENDED FOR APPROVAL
well on previous Jefferson County Public PROJECT ENGINEEIt .
Works projects. Data
By.
itla
Approved .
Data
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stmCONTJlACTOJtJ X /
AGENT / /
CONTRAcroa, SRUCH.. BRUCH CONS'lROC'l'ION. INC.
lUlORESS, 228 Highway 101 West.
CITY
PnT~ AnaelAg .~8362
DATE 15 M"y 1 qRQ
County Contract No. I Pederal-JUd Project No.
. CRa 749 /
JoboDescr~pt~ (T~tle).
UPPER HOH'ROAD County Road ifo. 914207
Sign Route
I. Raqu..t No.
o '1'bree ~
Approval 1.e requelllted
to sublet the ~oUow1n9'
descr1be4 work b).
PinI'.lrllllUlr. FUJI INDUSTRIES. INC.
Addrese PO Box 757
Cl1:y l!liUon. Ifl!.p 98354
Te1ephone Bei;:' ''206)' 922-5711>
License Bo.. FU-JI-II"165 ~4
Date Ot ExpiratioD 03/31/90
.Est1matec! St:art1ng Date.
ZstJ:mated. .'.
WorJdng Days.
Item
No. . Part~al:
DESClUP'rIOH OF I'l'EH
AMOlnlT
PORTIon
OE" WORlt
'1'0 BE :
SUBLET:
1.8
1.001
4.5 ACRE Seeding. Ferti1izing and Mu1cb:ing. '$4.725.00
Date,
SuJ:mitted by,
APPROVED,
d~ ttP;)Sruch. President
X UNDEllSTAND WILL %NstlRE 'rBM' '1'HB SlJDCONTRACTD:
mLL COHPLY IULLY WI'1'II '1'B!: l'LlINS. AND SPECD'XCA:1'XON:
UNDER WHICH '1'IIE WORIC XS BEIW l'ERI'ORHED.
.\
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\.;/u aD&W;~e'et'l.a.&.cla I:IlIaU.LCUlll.olCo Lie.
Po Box 1.1f4-a
3}J9tUevue. WA 98009
(Name)
o
'1'11:1e
'1'H%S" AREA 'FOR 'DEPARTHEN'l' OF 'PUBLIC 'WOJUal 'USE' ONLY'
1. Percent of: '1'ota1 Contract '1'hie Request , nR
2. Percent of: 'total Contract Previous 1leq'.1..ts 38.71"
3. Percent of: Total Contract Sublet 'l'o-Date 3.9...2L "
4. Remarkll, FUJI Industries has performed I\ECOHMENJ)ED I'OR APPJIOVAL
well on previous Jefferson County Public PROJECT ENGINEER .
Works projects. Oat. 31 Ma
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05/15/90 09:32 FAX 2~;827 7338
ENTRANCO ENe. C L
141001
e
ENTRANCO ENGINEERS, INC.
LAKE WASHINGTON PARI< IlUIUJIHB 12061 821-1300
MOO I AI(F WASHlNaTON AOul.Ji\IAtID N.C.. KIOKLND. WA HOa3
Fax No. (206) 827-7338
Date
FACSIMILE TRANSMITTAL
<;:-1 (""--Yu
NAME
PLEASE DELIVER THE FOLLOWING PAGES IMMEDfATELV TO:
fS.r..J UL L-e:LV./tC
<r;e-J:j:...J" t~ ~:iJ .
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I "3, 8.r. '7 I 9 r
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FIRM
CITY
FAX NUMBER
FROM
PROJECT/PROMO NAME
PROJECT/PROMO NO.
REMARKS
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NO. OF PAGES (IncludIng Trannmlltftl Sheet) (?
IF THERE AR;; PROeLEMS WITH TRANSMISSION. CAll ~ -.J
(2061827,1300.
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PlaC8 Transmission Shoot In File BOI! with Copy of Transmlttttd MaferllJl
AoG1 (81881
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MONTHLY CONSTRUCTION ESTIMATE
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ENHIANCO ENGINEERS, INC.
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ProJeot Name:
Contractor:
Addross:
Owner:
Pay Porlod:
UPPER HOH RIVER ROAO
3RUCH & BRUCH CONSTRUCTION
228 HIGHWAY 101 WEST, PORT ANGELES, WA.
JEFFERSON COUNTY
Dole: t.la v 11, 1990
Esllmato No,: Seven Revised
ProJocl/Conlrecl No,: ~~~5 ~~~l. 40
Original Contract Bid Amount:
Current Contract Bid Amount: $553,340.76
Page 1 of .2.-_
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April 5, 1990
December 1. 1989
10
TOTAl. AMOUNT
TO DATE
PREVIOUS AMOI.NT
TOTAL DUE
THIS ESTI MI'.;- c
A. lIems 18ee allached)
Deduct for Count Pit Fee
B. Sales Tax at _%
00
M
M
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<D
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649,980.28
24.591 .52
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C. Total Contract Amount Cue (A, plus B.)
625,388.76
D. Leu Retalnago ( ~ ~ 01 A.)
32,499.01
$617,481 .27
31.269.44
1.229.58
E. Amount Due Contractor (C. minus 0.)
$594,119.32
23 361. 94
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I HEREBV Cl!RTIFY TH4T THIS IS A TRUE AND
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ESlIMi<rED DUANTlTV PEI!CEUr 1~1 Al ilHOUrll PRE~ IOU~ gUA~lm MOutH OUE
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MONTHLY CONSTRUCTION ESTIMATE
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UPPER HOH RIVER ROAD
BRUCH & BRUCIt CONSTRUCTION
228 HIGHWAY 101 WEST. PORT ANGELES.
JEFFERSON COUNTY
_#ovember 1.. 1989
553,340 7fi
Date: JANUARY 15. 1990
Estimate No.: Six
ProJecVContract No.:
Original Contract eld Amount:
Current Contract Bid Amount:
Page 1 of L-
Project Neme:
Contrlctor:
Addre..:
Owner:
Pay Period:
WA.
98362
CRO 749
$435,641.40
to
November 31. 1989
TOTAL AMOUNT
TO DATe
TOTAL Due
THIS ESTIMATE
PREVIOUS AMOUNT
A. Uaml L..e etlache.dl t
Deauct10n for coun
B. Salel Tex et _'lit
Pit Fee
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C. Tota' Contrlct Amount Due (A. plul B,)
D. UIII Retalnage ( --L'lIt of A,)
E. Amount Due Contrlctor (e, mlnul D.'
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(146.24)
I HE".IY CI!RTl'Y THAT THI8 IS A TRUE AND
CORMECT UTlMATI!: THAT THI! WORK WAS
ACTUALL Y PER'ORMED AND MATERIAL
'URNI8HI0; ANO THAT THE AMOUNT 18 JU8T
AN D ME!.
I HAVE REVIEWED THIS ESTIMATe AND BeLiEve IT
TO BE TRUE AND CORRECT AI~D RECOMMEND
PAYMENT OF SAME.
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APPROVED:
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Je/lersoa Ctiimli.lRoad l'iojectNo.LcR07~9
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P:~~;~h~r::;:';:Fi?-::: ::;\', ESTlNATEO QUANTITY PERCENT TOTAL ANOUNT PREVIOUS OUIINTlTY ANOUNT OUE
ITEN NO. ..ttf:::,',;I.tEft DESCRI'-JlON;:,', UNII QUANTlTV UNIT PRICE TO DATE CONPlETE TO DATE AHOUNT THIS EST. TNIS ESTlHATE
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:;t!081I.UAnONC';'7?~;:;~:, loS. I 119,500.00 1.00 1001 m,500.00 m,500.00 0.00 .0.00
ClEAIllIllJ:AND SRUBaINO ';"': ACRE 9.5 5,340.00 7.76 621 HI,436.40 W,U8.40 0.00 .0.00
~REllllUE.JEltPDRARv'STRIPI!tS loF. 7,650 0.03 7,650.00 IDOl $229.50 .229.50 0.00 .0.00
'..JlllAfllj/l,:.tICAVAlJllIl.IIlC1.: HAUL C. V. J6,bOO 2.20 14,~52~ 69 BOl $31,795.92 $31,795.92 0.00 $0.00
UltSUIT.fOUND.EI.Il<<:L~ IlAlJl C.V. 7,000 4.70 8,803.70 12';'1. HI,J77.39 $41,377.39 0.00 .0.01i
BOllROW EICAV. INCL. HAUL . t.V. 9,000 5.65 11,112.90 1231 '62,787.89 .62,787.89 0.00 $0.0')
ElIBAIOOlEIITCOIlPACTION" C.V. 27,000 0.65 20,118.49 75% $13,077.02 $13,077.02 0.00 .0.00
lIUARRY SPAlLS . TON 17.5 35.00 17.50 IDOl. .612.5') '612.50 (1.01i .0.00
ALUII.;;'CULVERT PIPE IB' l.F. 120 16.10 125.00 1041 .2,012.5~ .2,012.50 0.00 .0.00
. ALUII:JI:ULVERT PIPE 24' L.F. 29~ 23.00 29~.00 10~? '6,762.00 16,762.00 0.00 '0.00
AUlll.' CULVERT PIPE 42' L.F. 136 43.00 136.00 100'1. '5,8~B.00 U,B48.00 0.00 10.00
.STRUCJURE EX.Cl.S INCL. HAUl C.V. 444 11.00 629.60 1427, .6,925.60 16,925.60 O.O~ .0.00
'.IlRAVEL.lACkfILL PIPE BED. C.V. 72 16.20 220.90 3071 '3,57B.59 13,57B.59 0.00 $0.00
&RAVEL BABE /TRUCk Il!ASUAEl C. V. 9,350 5.65 22,S27.00 2m I12B,m.55 $129,912.55 0.1i0 $0.00
CRUSHED SURfACE TOP COURSE TON 41200 9.25 4,800.00 114% 144,400.00 '4~,~00.00 0.00 $0.00
ACPtLA9S B. :,' ...... . TON 4,100 ~O.O') 3,B9~.30 m 1155,772.00 $155,772.00 0.1i0 $0.00
IIATER . ".;::,..,...~:,. HSAL 310 15,00 59.50 191 1892.50 $992.50 0.00 10.00
SEEll. IlULCH, FEIlTILUEI/" ACRE 4.50 1,050.00 6.50 1m 16,925.01i $6,m.oo 0.00 '0.00
TEHPORARV SIRIPINS:..:: l.F. 7,650 0.03 7,650.00 11i0? '229.51i .229.50 0.00 '0.00
SPECIAL PAINr STRIPE .. l.F. 46,000 ('.10 2~,~OO.00 m '2,~~0.00 10.00 24,~00.00 '2,440.00
LANE IlARkER mE ~,;,;q;? NUNO 1.10 290.00 1.56 1~2'1. m6.BIi '0.00 1.56 .m.BIi
PERltAlfEJlT 81611I11S ':~;;;':'.'~'. l.B. I 870.00 1.00 100'1. IB70.00 1970.00 0.00 '0.00
PILOTED.TllfiFlC COWTROL..'" HOUR 200 26.50 394.50 197'1. 1I0,~54.25 UO,454.25 0.00 .0.00
TRAFFIC CONIAOL LASOR HOUR 1,600 19.50 2,397.00 1~91 144,159.50 f4~,m.50 0.00 '0.00
CONSTRUCTlOlI 919119 CLA99 A B.F. 200 2.00 336.50 169% 1673.00 '673.00 0.00 '0.00
lIAINT. . PROleCT.. OF TRAfFIC L.S. t 950.00 1.00 1001 1950.00 1950.00 0.00 '0.00
TRIMINB AND CLEA!tUP loS. I 1,500.00 1.0(' 100'1. U,500.00 '1,500.0') 0.00 10.00
PAINTED DIlAIIlASE !tARlINS,; E~CH IS 3.00 16,00 99t m.<lo '0.00 16.1i0 m.oo
ALUlt. CULVEAT PIPE 30'.: l.F. 5~ 23.00 62.00 115'1. U,426.00 11,426.00 0.00 '0.00
OITCH EXCAVATillM INC. 'HAUl C.V. 336 9.00 6BI.00 2m fS,4IB.00 .5,448.00 0.00 '0.00
PLACE BTREAIlBEO BRAVEL C. V. 50 9.50 50.00 100'1. '425.00 '425.00 0.00 10.00
GEOIEITlLE FABRIC S.F. 6,000.00 1.25 10,912.60 IBJ'l. 113,715.75 Ul,715.75 0..00 '0.00
COlMm REI"BURSltI 1I11lFIELD PIT C.V. 30,000 10.901 33,439.20 111% 1I30,09~.391 ($30,094.39) 0.00 $0.00
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MONTHLY CONSTRUCTION ESTIMATE
e
ENTRANCO ENGINEERS. INC.
Project Name: UPPER HOH RIVER ROAD Date: Nov. 2, 1989 Page 1 01 3
Contractor: BRUCH & BRUCH CONSTRUCTION Esllmate No.: Five
C Address: 228 HIGHWAY 101 WEST. PORT ANGELES. WA. 98362 Project/Contract No.: CRO 749
Owner: JEFFERSON COUNTY Original Contract eld Amount: $435,641. 40
Pay Period: SeDt. 26. 1989 to October 31. 198r. Current Contract Bid Amount: $553,340.76
TOTAl. AMOUNT
TO CATE
PREVIOUS AMOUNT
TOTAL DUE
THIS ESTIMATE
A. "lIms (Stell elll\llhed) t
ueauc 10n Tor Co un
e. Sales Tall at _~
Pit Fee and MOH
<<
C. Total Contract Amount Due (A. plus B.)
D. Less Reta/nage ( -L_ % of A.)
$264,415.76
(13.220.79)
$251,194.97
$622,463.96
(31,123.20)
$591,340.76
$358,048.20
(17,902.41)
$340,145.79
E. Amount Duo Contractor (C. mlnua D.)
I HeneBY CERTIFY THAT THIS IS A TRUE AND
~g~~~1HS:~~~1f~J~~T AWJ ~~~~RVf:~
FURNISHED; AND THAT THE! AMOUNT IS JUST
AND DUE ME.
?l
I HAVE REVIEWED THIS ESTIMATE AND BELIEVE IT
TO BE TRUE AND CORRECT AND RECOMMEND
PAYMENT OF SAME.
2E~~ II-~-B"t
Enl,.ncD Engln..,., Inc. Do'e
APPROVED:
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D 118 fteA"ll.'IhST NATIONAL IANIC BUILDINQ lJalI *"101
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Page 2 of 3
COUNlY ROAD NO. 914207, lIP 0.33 10 HP 1.80
Jeller'Dn Counly Road Projecl No.: CR0749
EnlrancD Project No.: 1-89035-20
Conlraclor: 8ruch and Bruch
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ESTIMATED QUANTITY PERCEll! TOTAL AMOUNT FREVIOUS QUANTlT'( AHOUNT DUE
!TEH NO. lTE" DESCR I PTI 011 UNIT DU"NTlTV VlUT PRICE TO DATE CDHPLETE TO DATE AHOUNT THIS EST. THIS ESTlHA!E
----------..------........-..........-......-----------------..----..-.....------------..................-.............................----..------------...-.....----..........-.........-..............----....----...----......-----
I MOBILIZATION L.S. I 119,500.00 1.00 100r. U9,500.00 $19,5'10.00 0.0') $0.00
. 2 CLEARING AND GRU881NG ACRE 9.5 5,340.00 7.76 m 141,438.40 141,438.40 0.00 1').'iO
3 REHOVE TEHPORARV STR lPIllG LoF. 7,050 0.03 7,050.00 100. 1229.50 10.00 7,050.')0 1229.50
4 ROADWAV EXCAVATION WCL. HAUL C. V. 18,1iOO Z.20 14,452,1,9 80r. 131;795.92 I2I,BBo.18 2,231.70 $4,909.7<-
5 UNSUIT. FOUND.E~.INCL, HAUL C.'(. 7,000 4.70 8,803.70 12\I f4l,377.39' 1'10,028.49 m.oo 11,343. JO
6 BORROW ElCAY. INCL. HAUL C. V. 9,000 5.65 11,112.90 123r. 162,787.89 162,787.89 ').00 N.O')
7 EH8ANt:HENT COHPAC liON C. V. 27,?00 0.65 20,118,49 m 113,077.02 m,077.n 0.00 10.0')
8 OUARRV SPALLS TON 1i.5 ,j5.0') 17,50 1007. 16l2.50 $0.00 17.50 $6l2.50
. 9 ALUN. CULVERT PiPE 18" L.F. I~O 10.10 125.00 104% $2,1112.50 $2,012.50 0.00 10.00
'IIQ ALUH. CULYERT PIPE 24' L.P. 294 ;J,(IO 294.00 104X $0.762.00 .'0,702.00 0.00 10.00
II ALUH. CULVERT mE ~2' L.F. 130 43.00 130,00 1007. 15,848.00 $5,848.00 0.00 f(I,O+:1
'112 mUCTURE EX.CL.~ INCL. HAUL C. V. 444 11.00 629,00 1m /6.925..0 16,617..0 28.00 me,oo
I Jj GIiAVEL 8ACHlLL FIPE BED. C.I'. 72 10.20 22D.90 Jm /3,578.58 n.57B.S8 0.1)0 10.00
14 GRAVEL BASE !TAUCr. HEASUREI t. V. 9.15;) ~.05 22,827,00 244r. 1128,972.55 /91,G29.45 6,57~.00 /37, I~J.I('
IS CRUSHED SURFACE TOP coum TON 4,200 9.25 4,BOO,00 114% f44,400.vO /0.00 4,800.00 144,4')0.0')
16 ACP CLASS 8 TON 4,1('0 40.00 3,894,30 95r. 1155.772.00 10.00 3,814.10 $155, ?7'L.Of}
17 WAIER HGAL 31'1 15.00 59.50 lit 1892,50 H.O') 59.50 mz.sr)
18 SEED, HULCIl, FERTILIZER ACRE 4.50 1,050.00 6,50 1m 16,025.00 10.0'> 6.50 '6,B25,Q~'-
19 TEHPORARV STRIPING L.F. 7,050 0.03 7,050,00 100. $229.50 10.00 7,650.00 Im.50
20 SPECIAL PAINI STRIFE L.F. 46,('00 0.10 0.00 07. $0.00 $0.00 0.00 $0.00
21 LAIIE HARKER TVPE 2 HUND 1.10 280. 00 0,00 Ot 10.00 10.00 0.1)0 10.00
.. FERHAHENI SIGNINe L.S. I 8;MO 1,00 10('% 1870.01) $0.00 1.00 1870.(")
23 PILOTED TRAFPle (ONlIiOL HOUR 200 26,50 314,50 197. $10,454.25 15,551.75 185.00 14,90::.50
I 24 lliAFFlC CONTIiOL LASOR HOUR 1,000 16.50 2,387.00 1491 144, 159.50 13.,241.50 m.oo $7,91G.OO
i.~ COIISlRUClION SION9 CLASS A e.F. 200 2,00 330,50 1m 1673.00 m2.00 70.50 1l41.0')
26 MINI, . PROTECT. OF TRAFFIC L.S. I 850.00 1,00 100r. 1850.00 1705.00 O.lv $es.oo
21 IRINNING AND CLEANUP L.S. I 1,5,)".00 1,00 100I 1I,50",OV $0.00 1.00 U,SOO.OO
. 28 rAINlED DRAINAGE HAIiI:I/IO EACN 18 3.00 0,00 OI 10.00 /0.00 0.00 $0.01)
to. 1129 ALUH. WlYERT fIFE 10' L.F. 54 23.('0 6z.o0 lISt 11,426,00 11,420.00 0.00 lO.ft)
(0.1130 PIICN ElCAI'AIION INC. IlAUL C, y, m 8,0'1 681,0'1 2m $5,448.00 13,948.00 20').00 $1,600. (,,)
CO,lnI FLhCE SIREI,HSED GRAVEL C.V. se, 6.50 50,00 100I m5.00 $0),00 50.00 1425,()I,
(0.m2 GEOIWIlf. Fr,B!IC S.F. b,O~O, ~O I, ~5 10,972.b0 1m 113.115.75 $13,495.01 176.10 mO.ll
NEW 100 COUNlV ~EIH8URS"T WINFIElD fIT C.V. 311,0(11' (0.901 33,439,2') I lit (11').094.381 112~,177.7a) .,574.00 115,116, ,0,
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Page J of 3
HATERIALS ON NAND
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ITEH
NO.
UNIT PRiCE
INVOICE NO.
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aUANIITY
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TOTAL AHOUNT
TO DATE
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IHIS ESTlMAIE
IlEM DESCRIPTION
.....----..- ..--.......-............................-......-..---...................................... ............. ................-.........-.. ....-......................................-......-..................-........................................-...................--........-..........
JDI 18 IN ALUM CULVERT PIPE WI B&8 9 CONTEC 74050192 9.05 0.00 'MO '0.00 0.00 '0.00
302 24 IN ALUM CULVERT P1PE WI B&6 10 CONIEC 74050192 16.10 0.00 'O.QI) '0.00 0.00 '0.00
30J 42 IN ALUH CULVERT PIPE WI B&5 II CONTEC 74050t92 37.35 0.011 '0.00 '0,00 0.00 '0.00
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MONTHLY CONSTRUCTION ESTIMATE
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ENTRANCO ENGINEERS. INC.
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UPPER HOH RIVER ROAD Date: n,.tnh",1" 4
BRUCH & BRUCH Estimate No.: four
22B HIGHWAY 101 WEST~ PORT ANGELES. WASHINGTON 9B362 ProJecVConlract No.:
JEFFERSON COUNTY Original Contract Bid Amount:
All g" c:: t ,,, 10 S"'ptpllIhpl"'5 1 QAQ Current Contract Bid Amount:
eRO 749
$435,641.40
~553 340 76
proJact Name:
Contractor:
Address:
Owner:
Pay Period:
1 QRq Page 1 of -2-
PREVIOUS AMOUNT
TOTAl. DUE
THIS ESTIMATE
(
C. Total Contract Amount Due (A. plus S.)
D. l.ell Retalnllge ( ~ % of A.)
(11,260.52)
213,949.82
132,837.85
(6,641. 89)
126.195.96
358,04B.20
( 17,902.41
340,145.79
E. Amount Due Controctor (C. minus C.)
I HEREBY CERTIFY THAT THI8 18 A TRUE AND
CORRECT ESTIMATE: THAT THE WORK WAS
ACTUALLV PERFORM EO AND MATE!RIAL
~~S'1:l~~Wi~ AND THAT THE AMOUNT 18 JU8T
~~O/09/8?
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I HAve REVIEWED THIS eSTIMATE AND BELIEVE IT
TO BE TRUE AND CORREOT AND RECOMMEND
PA ViolENT OF OAME.
APPROVED:
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ENTRANCO ENGINEERS. INC.
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June 28. 1989
LAKE WASHINGTON PARK BUllDINQ (206)827-1300
5808 LAKE WASHINGTON BOULEVARD N.E.. KIRKLAND, WA 98033
REceIVED
Ms. Jennifer Bruch, President
Bruch and Bruch Construction
228 Highway 101 West
Port Angeles. Washington 98362
Upper 'HohRoad
CRP No. CR0749
Notice to Proceed
Entranco Project .No. 89035-20
JUN 301989
JEFFERSON COUNTY
PUBLIC WORKS DEPT.
,'.
Dear Jennifer:
After receiving Jack Johnson's letter of June 6. 1989 regarding contract start date, we
neglected to'formally respond with an official "Notice to Proceed". and are now correcting
that oversight.
According.to the contract, the first working day will be May,30, 1989. With 75 working days
and excluding holidays (July 4. :September 4-Labor Day) the last working day allowed on
the project will be September 12, 1989. This, of course. excludes any non-working days
credited due to weather or additional days authorized by change order.
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May............................. 2
June ............................ 22
July ............................ 20
August .......................... 23
September ........................ l!
Total ............................ 75
Ralph Helll will IBsuea .Weekly Statement of Working Days' to keep you .up.to-date,
and we would appreclalea schedule updale on a monthly basis. We underBtandyou
Intend 10 work longer hours 10 complele work within the contraclualllmerequlrementa. We
will work with you as much as possible to complBle the projecl on lime.
Besl wishes for a successful,project.
Sincerely,
ENTRANCO ENGINEERS. INC.
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Manager. Conslrucllon Services
~: Bruce l.aurle,.Jefferson Co,
Ralph Hel"
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JUL 06 1989
J,,-FfERMQcN>l'ITtkY CONSTRUCTION ESTIMATE
P JBLlC WORKS DEPT. . -
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ENTRANCO ENGINEERS. INC.
Project Name: UPPER HOH RIVER ROAD Date: June 29, 1989 Page' of .L-
e Contractor: BRUCH & BRUCH CONSTRUCTION Esllmate No;: One
Addreas: 228 HIGHWAY 101 WEST. PORT ANGELES. WA. 98362 Project/Contract No.: eRO 749
Owner: JEFFERSON COUNTY Original Contract eld Amount: $435,641.40
Pay Period! BeQinninQ to June 25. 1989 Current Contract eld Amount: $435,641.40
I
,......... ,
TOTAl. AMOUNT TOTAL DUE
TO DATE PREVIOUS AMOUNT THIS ESTIMATE
A. Items (see allached) $10,485.50 0 $10.485.50
B. Selee Tel( etM~rs on Hand - -
9,135.88 0 9.135.88
C. Total Contract Amount Due (A. plus B.) 19,621.3B 0 19 621.38
O. l.ell Retalnage ( --2- ~ of A.) (981. 07) 0 (QRl. n7\
E. Amount Due Contractor (C. minus 0.) t1a "An ~, n ~'D "Jln ..,
I HERESY CERTIFY THAT THIS IS A TRUE AND
CORRECT ESTIMATE: THAT THE WORK WAS
ACTUALLY PERFORMED AND MATERIAL
FURNISHED; AND THAT THE AMOUNT IS JUST
AND DUE ME,
'HAVE REVIEWED THIS ESTIMATE AND BELIEVE IT
TO BE TRUE AND CORRECT AND RECOMMEND
PAYMENT OF SAME.
.
APPROVED:
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COUHTV ROAD HD. 914207, lIP 0.33 TO NP I.BO
Jefferson Count V Road Project Nc., i:R0749
EntrancD Project No.: 1-B9035-20 I
Contractor, Bruch and Bruch
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ESTIMATED QUANTITY PERCENT TOTAL AHOUNT PRE\'IOUS OU~NT1H AHOWH DUE I
HEH NO. !TEN DESCRIPTlON UNIT QUAHTlTV UHIT PRICE TO DATE COHPLETE TO DATE AHOUNT THIS EST. THI5 ESTIMATE
--.....--..-.....------------------..--..----..----.......-...---..--....-....-------------......------....--........-------......--------..----------..-..------...--
HOBILlZATlOH L.S. I '19,500.00 0.00 O. '0.00 '0.00 0.00 '0.00
CLEAR1NS. AND SRUBB1HS ACRE 5.5 5,340.00 1.30 2~. f6,9~2.00 0.00 J. :;0 '6, ,42. 00 i
3 REHOVE TEHPORARV STRIP1NS L.f. 7,650 0.0:l 0.00 0, 10.00 ('.00 (J.(I'J '0.00
4 ROADWAV EXCAVATlON INCL. HAUL C.V. lE,OOO 2.20 0.00 O. '0.00 0.00 (I, (10 ".00 .
5 UNSUIT. FOUND.EX.INCL. HAUL C. Y. 2,000 4.70 0.00 O. '0.00 0.00 0.00 '0.00 \
6 BORROH EXCAV. lNCL.HAUl C. Y. 2,000 5.65 0.00 07- '0.00 0.00 ('.00 '0.00
7 E"BANKHENI CONPACIlON C. V. 20,000 0.65 0.00 0, 10.00 0.(1) 'J.OO '0.00 j
E QUARRV SPALlS TON 17.5 :l5.00 0.00 O. '0.00 0.00 ('.00 '0.00
9 AlUK. CULVERT PIPE 1B' L.F. SO 16.10 0.00 O. '0.00 0.00 0.00 '0.00
10 AlUK. CULVERT PIPE 24' L.F. 19B 23.00 0.00 O. '0.00 0.00 .:..00 '0.00 J
11 ALUN. CULVERT PIPE 42' l.F. 136 43.0') 0.00 O. '0.00 0.00 (1.(1(\ 10.01'
12 STRUCTURE EUl.B INCL. HAUL C. V. m. 11.00 0.00 07. '0.00 0.00 (1.00 '0.00
L.. 13 SRAVEl BACKFILL PIPE BED. C.V. 52 16.20 0.00 O. '0.('0 0.00 (..00 '0.00
14 SRAVEl BASE ITRUCK "EASUREI C.V. 9,350 5.65 0.00 07. '0.00 0.00 0.00 fO.OO
t5 CRUSHED SURFACE TOP COURSE TON 4,200 9.25 0.00 (" '0.1'0 0.00 1,.00 '0.00
16 ACP CLASS B TON 4,100 40.00 0.00 O. '0.00 0.00 0.('0 '0.00
17 HATER "SAL :l10 15.00 0.00 O. '0.00 0.00 0.00 'MO
18 SEED, HUlCH, FERTIliZER ACRE 4.50 1,050.00 0.00 O~ '0.00 0.00 0.('0 10."0
19 TEHPORARV STRIPING L.F. 7,650 0.03 0.00 O. '0.00 0.00 I). (to 1('.00
20 SPECIAL PAINT STRIPE l.F. 46,000 0.10 0.00 07. '(l.OO O,I,r) ('.00 '0.00
21 LANE "ARI:ER TYPE 2 HUNO 1.10 2BO,00 0.00 O. '0.00 0.00 0.00 '0.00 .
22 PERNANENT SIGNING L.S. 1 E70.00 0.0'.1 01 '0.00 0,00 0.00 '0.0('
23 PILOTED tRAFFIC CONTROL HOUR 200 26.50 0.00 O. '0.00 0.00 0.00 1('.00
24 tRAfFlC CONTROL' LABOR HOUR ~bO 1B.50 171.00 IBt '3,163.50 0.00 11I. 00 13,163.50
25 CONSTRUCTION Sl8NS CL~SS A U. 200 2.00 62.50 m 1125.00 0.('0 .2.50 fl25.00
26 "A1NT. , PROTECt. OF TRAFFIC l.G. I 850.00 0.30 30. '255.00 0.00 0.30 t255.00
27 TR1H"ING AND CLEANUP L.S. I 1,500.00 0.00 O. '0.00 0.0(' 0.('0 'MO
2E PAINTED ORAINASE "ARY.ING EACH 12 3.00 0.00 O. '0.00 0.00 0.00 '0.00
.......---.............--..-----......-....----..------....--....-....---------....--....--......-..-------.........-..-.........----............----...............--....--...........-----........--....------------...........-
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P.y EsHlite No. I for the period ending June 25, 1989
Page 1 of 3:
"ATE~IALS OH HAND
C:" NO.
ITEIt DESCRIPTION
HEll INVOICE NO.
NO. REFERENCE
UNIT PRICE
QUANTITY
TO DATE
TOT r.L A"OUNT
TO DATE
PREVIOUS
MOUNT
QUANTITY MOUNT DUE
THIS ESr. TNI5 ESTIMATE
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301 18 IN ALUlI CUlVERT PI FE WI BlS 9 CONTEC 74050182
302 24 IN ALUlI CUlVERT PIPE WI BlG 10 CONrEe 74050182
303 42 IN ALUlI CUlVERT PIPE WI BlG II CONm 74050t82
304 30 IN ALUlI-Cll.VERT PIPE WI BlS 29 CONrEC 74050032
9.05
16.10
37.35
17.37
50.00
144.00
136.00
74.00
452.50
2,3t8.40
5,079.60
1,285.38
0.00
0.00
0.00
0.00
50.00
144.00
131I.00
74.00
452.50
2,318.40
5,079.60
1,2B5.38
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"DH rOTAL 9,135.88 ?DO 9.135.~8
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SU""~RY rOTAL AHDUNr PREV J OUS TDT ~L DUE
TO DA rE ~"OUNT THIS ESTII/ATE
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i A. .ITE"S AHD MH 19,62t.,8 0.00 19,621.38
~ . L:. B. LESS REfAINASE (5% OF AI 1981.071 0.00 1981.071
C. MOUNT DUE CDNrMCTOR IA-St 18,640.31 0.00 IB,640.31
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ENTRANCO ENGINEERS, INC,
MONTHLY CONSTRUCTION ESTIMATE
Project Namo: UPPER HOH RIVER ROAD Date: nt"'tnhpr 4. lQAQ Page 1 of .-L-
Contractor: BRUCH & BRUCH Esllmate No.: four
Address: 228 HIGHWAY 101 WEST: PORT ANGELES. WASHINGTON 98362 proJecVContract No.: CRO 749
( Owner: JEFFERSON CnUNTY Original ContraclBld Amount: $435 ,641. 40
Pay Period: AlIgllct ,<; to SI>ptl>lIIhl!r' 'fir IQAQ Current Contract Bid Amount: 'tfi53.340 76
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PREVIOUS AMOUNT
TOTAL. DUE
THIS ESTIMATE
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C. Total Contract Amount Due (A. plul B.)
D. L... R.talnaQa ( -L ~ of A.)
E, Amount Due Contractor (C. minus C,)
(11.260.52)
213,949.82
132,837.85
(6,641.89)
126.195.96
358,04B.20
( 17.902.41 )
340,145.79
I HEREOY CERTIFY THAT THIS 19 A TRUE AND
CORRECT ESTIMATE: THAT THE WORK WAS
ACTUALLY PERFORMED AND MATERIAL
FURNISHED: ANO THAT THE! AMOUNT IS JUBT
AND DUI MI.
~~0/09/89
a.-d. r M. B uch, e.eaident
I HAVE REVIEWED THIS ESTIMATE AND OELIEVE IT
TO OE TRUI! AND CORRICT ANO AI!COMMENO
PAYMENT OF SAMI!.
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301 18 IN ALUH CULVERT rIPE NI a~G 9 CONlEe 7.0S018Z 9.u5 Ii.".) '0.00 $0.0') i).vil $/i.OO
302 2. IN AtUn CULVEIiT PIPE WI aM 10 CDilTEC 7.05016Z 16.10 0,00 '0.00 $O.v(. v.(.1) IV. vI)
303 42 IN ALUM CU~VERT PIPE Hi &&G 11 COrnEC 740501&2 3:'.35 C',V(. IV. 01) 'v.N fJ.V{1 '0.00
30. 30 III ALUH C~LVERT flPE HI &&6 29 CONTEe 74050&32 Ii .:;j V.VI) Iv.vO lZOi.H U=.vl)i mOS.4oii
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Jelferscn Ccunty Ro.d Project No.: CR0749
E"tr.nco Project No.: 1-89015-20
Contr.ctcr I Bruch .nd Bruch
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t HDBILIZATlDN L.S, I S19,500.00 1,00 100~ SI9,500.00 119,500.00 0.00 fO.OO
f 2 CLEARING AIID DRUBBING ACRE T.5 5,340,00 7.7. 82~ S4l,43B.4il $41,438,40 0.00 10.00
3 REHOVE TEHPDRARY STRIPING L.F. 7,050 0.03 0.00 O~ fO,i)O IMO 0.00 fO.OO
4 ROADWAY EXCAVAmll INCL. HAUL C,'I. 18,000 2.20 12,m.,; .B~ m.6B.i.IB 14,2.4.79 10,20:.';5 122,021.39
5 UNSUIT. FOUNDoEX.IIlCL. HAUL c. y, 71000 4.70 B,~16. 7'i 122t J40,O:'26.H f33,431.II) 1,4'i..70 $c,5i7.H
6 BORROW EXCAV. INCL. HAUL C,'I, 9,000 5..5 II,m.90 1m f.2,m.61 f02, 7B7. 3, rj.vv fj.Oi)
7 EHBANKHENT COHPACT ION C,'I. 27 1000 0.65 2'i,1I6.H m 113,077.02 U,2.0.0~ 1.,17M5 lII, 316.,7
8 QUARR'I SPALLS TON 17.5 3S.VO 0.00 O~ fO.OO SO.OO O.Ov 10.00
. 9 ALUH. CULVERT Pl~E IB' L.F. 120 16.10 125,lj(l 1041 S::,0I2.50 '2,012.50 O.VO 'v,M
'110 ALIIH. CULVERT PIFE::4' L.F. :~4 2j.vli 2,4, (IV l.i4:: '.,702.')0 16.702.0r, 'J"jV l~.~,:,
11 ALUH. CULVERT WE 42' L.F. m 43.li'i IJO,OO h'Vk f5 I 64<. ov '5, a~5, 00 'i.OO Iv.'."!
fll2 STRUCTURE n.CL.B INCL. Ho1UL . C,'I. 444 11 ,')iJ oul.ov 135;~ 1.,617.60 H,10;,.0 2:5.VO f:,5i)5.0')
I 13 8RAVEL BACKFILL PIPE BED. C. Y. 72 16.20 220.90 3m 13,578.58 .3,578. sa v.oo fO..)O
14 GRAVEL lASE ITRUCK HEASUREI C, \', 9,350 5.65 10,253.00 1m m,829.45 SO.OO lo.253..ju m,62,.45
15 CRUSHED SURFACE TOP COURSE TON 4,200 9.25 0,01) 01 f'i.OO '0.00 Ij.v~ lO,OiJ
10 ACP CLASS 8 TON 4,100 40.00 0.00 O~ '('.00 SO.OO 1).00 fO.Oi)
17 WATER HGAL 110 15.00 0.00 O~ fO.OO '0.0') v.v':, 10.00
18 SEED, HULCH, FERTILIZE~ ACRE 4.50 1,05/).00 0.00 O~ '0.00 fO.Oi) 0.0(' fO.OO
19 TEHPDRARV STR[PING L.F. 7,650 0.03 0.00 O~ '0.00 '0,00 0.1)0 fO.OO
20 SPECIAL PAINT STRIPE L.F. 46,000 0.10 0.00 O~ fO.OO fO.OO 0.00 fo.oO
2t LANE HARKER TYPE 2 HUND 1.10 280.00 0.00 O~ 10.00 '0.00 0.00 fO.OO
22 PERHANENT S[GNIN6 L.S. I 870.00 0.00 ox '0.00 fO.O') 0.1)0 fo.oO
23 PILOTED TRAFFIC CDNT~OL HOUR 200 26.50 m,50 1m '5,551.75 .~.OO :u~.5" f5,551. 7~
124 TRAFFIC CDNnoL LABOR HOUR [ ,61)0 [8.50 I,m,oo I""" 136,241.50 m,436.5i) S3Ij.U\' fI,M.vi'
...
25 CONSTRUCTION SIGNS CLASS A ..F. 200 2.00 Z.6.00 1m .532.00 1391.00 70.50 f141.00
26 HUNT. & PROTECT. GF TRHFF[C L.S. I 850.00 0.90 m f765.00 f5l0.00 0.10 1255.00
27 TRIHHING AND CLEAHUP L.S. 1 1,500.00 0.0,) 01 fo.oO '0.00 1).0il fO.OII
t2G PA[NTED DRAIN.GE H.lRKING EACH 18 3.0il 0.00 O~ fO,OO fO.OO 0.00 10,00
CD.I/29 itLUH. CULVERT PIPE 30' L,F. 54 2:.00 6Zo1iO 1151 fI,m.oo fI,426.01i 0.')0 lO.O'l
CD.III0 DITCH ElCAVItllON WC. HHUL C. Y. 336 6.VO 4S1.0'i 1m 11,846,('0 '3,G4MO ".'iO 10.00
CD.113t PLitCE ST.EMBED GRAVEL C,'I. so a.so 0.00 O~ fv.OO '0.00 O.'iO fO,OO
CO.2/32 GEOTEXTlLE FAIRIC S,F, 6,000,00 t.25 10,196.51) ISO~ '!J,m,.3 f7,397.50 4,676.5\\ f.,m.l:
NEW 100 COUNTY RmaURSHT WINFIELD PIT C. Y. 30,000 10.901 26,664.N 90% 1124,177.761 fO.OO 2.,a6M~ 1'24,177.781
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MONTHLY CONSTRUCTION ESTIMATE
(.:.:.i) 1 j 1C0'")
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ENTRANCO ENGltlEERS,.INC.
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Project Name:
Conlrector:
Address:
Owner:
Pay Porlod:
UPPER HOH RIVER ROAD
BRUCH & BRUCH
228 HIGHWAY 101 WEST:
JEFFERSON COUNTY
,luly 2Ej. 1 9R9 10
1989 Page 1 of -L-
Date: SeDtember 6.
Esllmate No.: Three
PORT ANGELES. WASHINGTON 98362 ProJect/Contrect No.:
Original Contract Bid Amount:
Auaust 25. 1989 Current Contract Bid Amount:
CRO 749
$435,641.40
$553.340.76
(
'TOTAI. AMOUNT TOTAl. DUE
TO DATE PREVIOUS AMOUNT THIS ESTIMATE
A, lIoms (see at~ched{ 1 on Hand $225.001. 90 $BO,910.65 $11t,091.21l
ater a s 20B.44 9.135.88 8.925.44
e. Sales Tax at --0.-% - - -
C. Total Contrect Amount Due (A. plus e.) 225,210.34 90,046.53 135,163.B1
0, l.ess Relalnage ( -L ~ 01 A.) (11,260.52) (4,502.33) (6,758.19)
E. Amount Cue Contrector (C. minus 0.) $213,949.82 $B5,544.20 $12B.405.62
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I HEREOY CERTIFY THAT THIS IS A TRUE AND
CORRECT ESTIMATE: THAT THE WORK WAS
ACTUALLY PERFORMED AND MATERIAL
FURNISHEDi;" AND THAT THE AMOUNT IS JUST
AND DUE M. '
~ D:I!~/fl((-
I flAVE REVIEWED THIS ESTIMATE AND SELl EVE IT
TO SE TRUE AND CORRECT AND RECOMMEND
PAYMENT OF SAME,
APPROVED:
.
~~
Entranca Englneerl, Inc.
P~IU:#
'owner
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eLAte! WAIHINQTON ItAnl( IUlLDING llOt, '2101)00
'101 LAKE WASHINOTON BOULIVARD N' , tCl"KL~ND, WA leo33
C ItS SIATTLE.'lnGT NATIONAL BANK nU1L01NO 'toll 2&1"10'
1802 H'IWlTT AveNUl, EVI"ITT. WA 11101
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COUNTY ?DAli NO. 914207. MP 0.33 Til Hf' LEO
Jefferson County Road Pruject N!J.: CR0749
Entranco PrOJEct f~D.: ;-a1(iJ5-10
Contrector: Bru=h :!~:d ?ru:h
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ESTIMATED QUANTITY FERCENT mAL AHOUfiT
UNli OUANilTi U~IT PRiCE TU liATE :OHfcEE TO OME
fHVIOUS
HrlDUj-J!
G~AIii!j'i ';HOUNT DUE
T~!:; EST. iHIS E3TIHAT:
HEM DESLRlfT/OI;
HOBiLl/Ailor, l.S. 1 1:9,500.00 l,ii') ll)O~ f11,5\11;.00 t19, 500. 00 l).t;i~ $0.00
. 2 CLEARING ""0 GF:UBBING ACRE 9.5 5,340.00 7.76 02i. 141.436.40 14),436.40 O.IJO $0.00
REMOVE TEMPORARY STRIPINS l.F. 7,650 0.03 (I.CU) O~ 10.00 10.00 0.1)0 10.00
l, ROAOWA'I EXCAVAT ION INCL. HAUL C.'I. 18,OC'0 2.20 1,938.54 m 14.264.79 . 10.N' 1,~j3.5~ .14,204.79
UNSUIT. FOUND.EX.lI~Cl. HAUL C.'I. 7,000 4.70 7,113,00 1021. 133,431.10 10.00 7,113.00 133,431.10
i 6 BOF:P.OW EXCAV. INCL. HAUL C,'I. 9,fJO(, 5.65 11,112.90 1231. 162,7S7.8, $C.OO It,ll2.90 102,787.B9
<< 7 E~!6AN!:MEIH COHPACTION C.l. 27,000 0.65 1,938.54 n 1l,260.05 fO.OO 1,938.54 fl,260.05
6 OUARR'/ Sf'ALLS TON 17.5 35.00 0.00 D" 1(1. liD 10,00 0.00 SO.OO
"
i 9 ALUM. CULVERT Plf'E Ie' L.F. 120 16.10 125,00 t04~ f2,I!I2.50 '0.00 125.00 '2,012.50
'110 ALUM. CULVERT Plf'E 24' L.F. 284 23,00 294.00 1041. 16,762.00 10.00 294.(10 $0.762.00
11 ALUM. CULVERT f'iFE 42' L.F. 136 43.00 13.,00 100~ 15,8...00 l('.ij.) m.('O lS,8H.00
ftli2 STRUCTURE EX,CL. B INCL. HAUL C,'I. 444 11.00 313.60 B4I. lJ,109.60 .0, Of, 3n.cv ;4,109.60
* 13 GRAVEL BACKFILL mE 3EO. c. V. 72 16.20 220.90 3074 13,~7a.5S 10,00 2:f,. ;0 >3,578.58
14 GRAVEL 6ASE mUCK HEASURE) C. V. 9,350 5.65 0.00 ox Jf).~', 10.OC' 0.1)0 10.00
IS mSNED aUfJACE TOF COURSE TON 4,200 9.25 0,00 (t;; SO.OO 10.00 IJ.O'j fO.OO
16 ,ief CLASS 6 TON 4, lOll 4('.0') 0.00 (Ii; ~o.,jv !~.')(I (J.(fV '0.00
17 .i,1ER M6AL ;1(1 15.0(1 ;).01) 0:, 10,!," ,,'1, ('v 0."/; fO.OO
18 SEED, HULCH, FERTiLIZEF: ACFE 4. !:iO 1,('50.('0 0.00 (1'( (0).0(' JO.('(I ('.(1(' '0.00
1; TEMPORARY ;TRIms L,F. 7.65) (\.03 0.00 vi; 10.')0 fO,OO 0.00 $('.00
( "0 mCIAL ?AINT STF.IFE L.F. 46,110(. 0,10 0.00 o~, 10.00 10,00 0.00 SO. 00
21 LAIIE HARKER mE 2 H~NO 1,10 200,00 0,00 0% 10.00 10. ('0 0.00 '0,00
22 F ERHAllENT 5 I .IHI" L,S. 1 870.00 0.00 0% 1').00 IMO 0.00 lv.OO
~j PIlOIEC' TRAFFIC (OIHROL HOUR 2/ji.' 26,50 O,(,C ')i, 11'.0(' "1,'1(. 0.0(' 10.00
I ,4 if,AFFIC COI/TF.OL LA60R HOUR 1.6(1) 18.50 1.42~.OO m 126,m.~0 /15,,04.25 5~e.SO 111,072.25
25 ~O/laTRUCTlOI/ SIGNS CLASS A .,F. :0(' 2.V0 195,50 1:1(, 1;91.0(' f25l', OCt 70).5" 1141.00
26 MAINT, & fROIECT, OF HAFFIC L.S. 1 850.00 0,60 10:. 1510.fi(' mo. 0'1 0.00 $0.00
27 TRIMHING AND CLEANUF L, S. 1 1,500.00 0,00 ox 10.OC' 10. 'lO 0.00 10.00 .
I 28 FillNTEO liRAINAGE HARWIG EACH 18 MO 0,0') ~~ 111.')0 10.00 (1,(;0 '0.00
CO. 1129 {.,UH. CULI'ERl FIlE J.)' L.F. 54 ..,00 62,0(' 1151. 1I.4::.('( ,I".t)t) ,,~. VI;I 11,421,00
CO, 11:(0 lilTCH EXCi<\',HIDN we. IIAUL C.Y. m 5, ~,~, 481.01! 14:. fj,;~a,vv 1:.;4;. "':' (r,th. II!. 00
CO, 1 III PL';CE STREAM6ED ""AVEL C, Y. :;0 8.50 0.('(' 01, ID. ('0 f,.'r;' ';'.i)V 10,00
co,::m GEOTEtTILE FA&W ;.F. 6,01)Ii.OO 1.;5 5.Y16.V() Ii ,.~, 17,:97.5(' 10.(1') ~t ;15.v(' 17, :97, SO
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'Ou/ntity ildjultod by C.O. * 1
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12.5,001.,0
.8(1, ';10.65
1144,091.25
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F'3g? 3 or ,3:
MATERIALS uN HAND
ITEM NO.
ITEM INVOICE IW. QUANTlli
NO. REFERENCE Will PRICE TO DHE
DUIt/HI 1'i AH"U~T DUE
THIS EST. THIS ESTIMATE
Tu T AL AMO'JNT
TO uATE
F'htVIDUS
AMt,UNT
liEM DESCRIPTION
301 18 IN ALUM CULVERT PIPE WI 8lE 9 CONlEC 74050152 9.V5 OJ)'; ,0.00 H52.5/j 150.00! 11452.50i
302 <4 IN ALUM CULVERT F IPE HI B&S 10 CONlEC 74050182 16.10 0.00 lO.OO f,2.jlS,40 (144.001 112,318.401
303 42 IN ALUM CULVEi\T PIPE HI 516 11 comc 74050182 37.35 0.('0 10.00 l5,07,.6') (13:" (l')} lf5,079.601
304 ,0;' W ALUM CULVERT PIPE HI B&S 2, CONlEC 74050032 17.37 12.00 $206.44 U,2SZ,3i:l 162.(")) ill ,.m. 94)
--- --- ----... ---- ---------~- ---... --------------------..- ...-..-..-......... --.. ..--......-......_..__................ -- --...- ------.. ----.. -- ---- -- ---- ---.. -- -- -- --..-.. ----... ---.. ---..- ....----- -....
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MuH TOTAL 206. 4~ , t Jj5, B8 IB.m.441
l
SUMMAR '{ TOT AL MuUNT PREvIOUS TOTAL DUE
TO DATE AHOUNT THIS ESTIHATE
...._........._..___.................... _00"___.. ........................___......
A. ITEHS AND HOH 225.210.34 90,0~6.53 135.163.8j
B. LESS RETAlIlASE (57. OF AI 01,260.521 (4,502.3Ji 16.753.111
C. AMO!JNT WE CONTRACT~R IA-ol 211,949.8, 85,544.2C' 1:a.405.6:
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ENTRANCO ENGINEERS. INC.
MONTHLY CONSTRUCTION ESTIMATE
l
Owner:
Pay Parlod:
UPPER HOH RIVER ROAD
BRUCH & BRUCIt CONSTRUCTION
228 HIGHWAY 101 WEST. PORT ANGELES. WA.
JEFFERSON COUNTY
June 2G,1989
98362
Project Name:
Contractor:
Address:
July 25,1989
10
Page 1 of ~
Data: AOlglI"+ 'o'gR!)
Eallmate No.: Two
Project/Contract No.:
Original Contract Bid Amount:
Current Contract Bid Amount:
CRO 749
$435,641.40
$435,641.40
TOTAl. AMOUNT TOTAl. DUE
TO DATE PREVIOUS AMOUNT THIS ESTIMATE
A. lIeml (aee allached) $80.910.65 $10,485.50 $70,425.15
e. Sales TaK at -L 1;\', "i..1" f1Ane 9,135.8B 9,135-:8B 0.00
ater a on f d
C. Total Contract Amount Due (A. plus B.) 90,046.53 19,621.38 70,425.15
C. Le.. Relalnsoe ( -L ~ of A,) (4.502.33) 'o.(:98lJ.07) (3,521.26)
E. Amount Due Contractor (C. mlnul 0.) $B5.544.20 $18,640.31 $66,903.B9
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I HEREOY CERTIFY THAT THIS IS A TRUE AND
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ACTUALLY PERFORMED ANO MATBRIAL
FURNISHEO: AND TliAT THE AMOUNT IS JUST
AND DUB ME.
_?
I HAVE REVIEWED THIS ESTIMATE AND SELl EVE IT
TO OE TRUE AND CORRECT AND RECOMMEND
PAYMENT OF SAME.
~~
Enlllnco Englneerl, Inc.
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APPROVED:
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D 1IIIIATTLI.'''''' NATtOfrllAL IIA~"'( eUILDINO elMl HI-1201
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Foy Esli..te No.2 lor the period ending July~, 1989
Fage ::J 01 '3.
COUNTY RDAD ND. 9t42D7, lIP 0.33 TO HP I.B~
Jello15oft Counly Ro" ProJocl No.1 tR0749
Entraftco Projlct No.1 1-89035-20
tonlractor I Bruch and 8ruch
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ESIINATED DUANIIT\' PERCENT TOTAL MOUNT
UNIT DUAN1I1Y UNIT PRICE TO DATE CONPLETE TD DATE
P~EV 10US
MDUllI
OU.illllT i MIOUflT DUE
THIS ESr. IHIS ESflIh\IE
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HOBILlZATlON l.S. I 119,500.00 1.00 100% '19,50').00 IMO 1.('0 fl?,500.00
CLEARING AND GRUBBING ACRE 5,5 5,340.00 7.76 141% '4I,43B.40 fb,942.00 6... m,496.40
'-= 3 REHDVE TEHPORARY STRIPING l.F. 7,6l~ 0.03 O.orl 0% N.OO 10.00 0.0') '0.00
4 ~OnDNAY ElCAVAlION INCL. HAUL t. Y. IB,OOO 2.20 0.00 Q% 10.00 10.0'1 '1.00 '0.011
5 UNSUl1. FOUHD.EI.1NCL. HAUL t.Y. 2,000 4.70 0.00 07. 10.00 10.00 0.110 'V.("}
6 BDRRDN mAY. IHCL.HAUL t. V. 2,000 5.65 0.00 0% 10.00 111.00 MO 10.00
7 EHBAN':HENI COHPACTlUN t. V. 20, oo~ 0.65 0.00 0% 10.00 10.00 '1.1,0 Iv.OO
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F.y Estiute No.2 for the perlad endin9 July M;' 1989 F'90
8 QUARRY SPALLS TON 17.5 35.QO 0.01) 0% I~.OO IMO 0.00 10.00
9 ALU". CULVERT PIFE IS' L.F. 50 16.10 0.01} 0% 11).00 10.O'} f). f)') 111.1/0
I~ ALU". CULVERT PIFE 24' L.F. m 23.00 0.(10 0% 10.00 10.Oi) 0.00 10.00
\I ALUM. CULVERT PIPE 42' L.F. 136 n.ol} 0.01} 0" 10.00 10.0(' 0.00 10.01)
"
12 STRUCTURE El.CL.B INCL. HAUL C. Y. m 11,00 0.00 0% 10.1}0 10.01) ').00 1~.01)
t3 GRAI'EL BAC~FILL PIFE BED. C. Y. 52 16..0 O.O~ 07- 11).00 10.00 I}. ')0 'IJ. ~(I
14 6RMEL BASE nRUCK "EASUm C. Y. 9,350 5.65 0.')0 07. 10.00 10.01) I}. (10 H'.OO
15 CRUSHED SURFACE TOP COURSE TON 4,200 9.25 0.00 0% 10.00 10.01) O.I}O 10.('0
16 ACP CLASS B TON 4,100 40.00 0.00 0% 10.00 10.01) I}.OO 10.00
\~ 17 HATER NGAL 310 15.00 0.00 0% 10.00 10.00 O.fIO 10.00
19 SEED, nULCH, FERTILIZER ACRE 4.50 1,050.00 0.00 0% 10.00 to,I.") ~.OO '1).(.,)
19 TEnFORARY STRIPIHG L.F. 7,650 0,0;; 0.00 07. 10.00 10.00 0.1)0 10.00
20 SPECIAL PAINT STRIPE L.F. 46,000 0.10 0.00 0% 10.00 10,00 0.00 10.00
21 lAUE NARHR TYFE 2 HUNO l.tO 290.00 0.00 OX 10.00 10.0') 0.00 10.01}
22 PERnANENT SI6NIN9 L.S. I 970.00 0.01) 0% 10.00 10.00 O.iJO 10.0/)
23 PILOTED TRAFFIC CONT~DL HOUR 200 26.50 0.00 0% 10.00 10.00 0.00 10.00
:<:4 TRAFF IC CONTROL lABOR HOUR 960 19.50 930. SO 871 f15,;;64.25 '3,163.50 651.50 112,.00.75
25 CONSTRUCTION SIGNS CLASS A S.F. 200 2.00 125.00 m 1250.00 m5.00 62.50 '1~5.1j()
26 "AINT, l FROTECI. OF TRAFFIC L.S. I 950.00 0.61.. M% 1510.00 '255.01} 0.30 1255.01} ;
27 TRlnnlNS AND CLEANUP l.S. I 1,500.00 0.00 0% 10.00 10.00 0.00 10.00
29 PAINTED DRAINAGE "ARK INS EACH 12 3.00 O.OQ 0% 10.00 10.00 O.I}O 10.00
CO.I/IO DITCH ElCAVATlON INC. HAUL C. Y. 451.00 5.00 401.00 100% 13,940.00 '0,00 481.1}0 13.549.00
..................................--....-.......-----........-...........---....----......................-------........-----.........---..........---.................---....----.........---..........---......-.......-.--
'80,910.65 110,485.50 HO,m.15
C MIERIALS ON HAND
lIE" INVOICE NO. llUANlIlY TOIAL AHOUNI PREVIOUS DUANTIlV AHDUlll DUE .
lIE" NO. 1m DESCRIPTION NO. REFERENCE UNIl PRICE TO DATE 10 DAlE AnOUNI THIS m. IHIS ESTlIlAIE
............................................--...............................-..........................................................................-.--..........................---................-...................
301 19 IN ALU" CULVERT PIPE NI 9lD 9 CONlEC 74050182
302 24 IN ALU" CULV[~I PlrE WI Pt9 10 CONlEC 74050192
303 42 IN ALU" ClIll'ERT PIPE WI m II CONIEC 741J50192
304 30 IN ALUIl CULVER I rJrE WI Pl8 29 CONTEC 74050032
9.05
16.10
37.35
17,37
452.50
2,318.40
5,079.60
1,255.;;9
452. SO
2,319.40
5,079,60
1,295.39
0.00
0.1,0
0.00
0.00
0.01}
0.00
0.00
0.01}
50.0Q
IH.OO
136.00
74.00
......................................................................-..................................................................-.......-.....................-.....................................
HDH TOTAL
9,115.99
9,m.ea
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NORTHWESTERtCERRltoRIES, INC.
717 SOUTH PEABODV STREET
PORT ANGELES. Wo\ lIll382
(206J 452-8481
1~
Engineers . Land Surveyors . Plann.rs
Construction Coordination . Materials Testing
--
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 98368
243930030
08/31/88
RE. UPPER HOH ROAD RECONSTRUCTION
AMt ENCLOSED .
IIEtUW 101' PORTION WITH AEMITTAHCE
RErAIN IIOT1OM PORTION FOIl YCl'.WIIlECOIlO6
Ttrmt: NIl 30 dojS
~~:~C:hectl~rclc~::ri~.c:e~r~=I~a~~=,=
tag. m. of 18'Ml.
NORrHWESTERN TERRllORIES, INC.
INVOICE I
STATEMENT
I
I
,',
.DATE
\
,
1'REVIOUlI'~,
$2,373.50
08/23/88
RECEIVED ON ACCOUNT.
-2,373.50
FINAL BILLING - THANK YOU FOR YOUR BUSINESS
TOTAl..
.00
BALANCE DUE,
$.00
RECEIVED
SEP 6 1988
JEFFERSON COUNTY
ENGINEERS OFFICE
IlIMlS 10 ll/ItS
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NORTHWESTERllTERRITORIES, INC.
EngitM<<s.lJJnd ~.-.
ConstrucIion C<lorIfNtion . MoIeriIJs liIsting
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JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 98368
REI UPPER HOH ROAD RECONSTRUCTION
NIlE EHa.O&ED .
1lEn_1tIP PORnOH WITH IlEMITTANCE
_1IOT1llU I'OI'IrION FOR YOI.IlllECOlllllS
NORTHWESTERN TERRIlORIES, INe.
INVOICE I
STATEMENT
DATE
SERVICE
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.)
7f1 SOUTH PEAIlOI7t STREET
PORT ANGEI.ES, M IUlI2
(2ll8)452-1C11l
~. 55<<5
243930030
07/28/88
_:Notal",
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AMOUNT
I'IlE\IIOUS eAIAHCE,
$10.877.84 -
07/25/88
RECEIVED ON ACCOUNT.
ADJUSTMENTS:
-10.530.68 ...-
-347.16 .....
22.50\@ 16.00-
6.DO"@ 15.00..
13.50(8 15.47..
31.00 @ 7.50..
.7S-1i! 8.00/
PROJECT ENGINEER
PRINCIPAL SURVEYOR
PROJECT SURVEYOR
DRAFTING
CI.ERICAI.
OVERHEAD @ 1307. OF $897.35
PROFIT @ 157. OF $'2,063.91 ...
TOTAl.:
&AI.ANCE DUE:
CP>74'? .::r~/. 1;5
OK
$";vfir
100ll'/lI
--
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.00
3bO.00 ..
90.00 v
208.85 ,/
232.50 /
6.00'/
897.35........
1.166.56 .......
309.Sq....
2,373.50 .......
$2,373.~
...............
--
RECEiVED
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HORTHWESI'ERf(}ERRllORIES, INC.
~ . IMId SuMl)m . PIInnets
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JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND. WA 98368
RE: UPPER HOH ROAD RECONSTRUCTION
~ 1CP PCRnON wmt REYTTANCE
IE1lUN eonou PCRnON RIll \'OUII RECOIIDlS
NORTHWESl'ERN TERRllORIES, IHe.
DATF.
06/24/88
PROJECT ENGINEER
PRINCIPAL SURVEYOR
PROJECT SURVEYOR
COMPUTER OPERATOR
. PART\' CHIEF
INSTRUMENT MAN
DRAFTING
DRAFTJ NG
CLERICAL
AUt ENCLCl6ED .
INVOICE I
STATEMENT
SERVICE
1'IlEVIOUlI1IAlNlCE:
RECEIVED ON ACCOUNT:
105.50,,@ 16.00
37.00,,@ 15.00
11.75-i1! 15.47
5.00-e 12.00
17.50,-@ 11.80
17.50"'8 11.30
88.25"1! 7.50
54.75"@ 6.50
3.00~ 8.00
OVERHEAD e 1307. OF 3.930.78
PROFIT @ 157. OF 9,040.79
SUPERIOR REPROGRAPHICS (INVOICE ENCLOSED I
~ECEIVIED TOTAL:
JUL 19 1900 OJ( 7tJ PA'i ~ p<j'rr
JEFFE~SON COUNTY Cq?", 5~/. lIS
ENGINEERS OFFICE
~al Pt I!. ~l!:A)r
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PORT ANGElfS. WI\ ll83Il2
(208)452-141ll
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243930030
06/30/S8
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555. 00 ~
181. 77 ~
60.00 ~
206.50 0/
197.75 ..-
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NORTHWESTER(}'ERRllORIES, INC.
Engineets . LAnd SUrveyors . Pfanners
Construction Coordination . Materials resting
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JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 98368
RE: UPPER HOH ROAD RECONSTRUCTION
AETUW 1CP PORTION wmf AEIolITTANCE
~ IlOT1OM PORTION FOR VOUA RECOAIlIl
NORI'HWESTERN TERRItORIES, INe.
DATE
06/24/88
RECEIVED ON
-/ /',00
105. 50-" 4.5..00
37.00-€ 15.00"-
11. 75...Q 15.47....
5.00'8 12.00"'-
17.50-8 11.80~
17. 50 -@ 11. 30 ,/
88.25" @ 7.50'
:s~.I/,,; ~ EI 6.50'-
3.00 @ 8.00-"
PROJECT ENGINEER
PRINCIPAL SURVEYOR
PROJECT SURVEYOR
COMPUTER OPERATOR
PARTY CHIEF
INSTRUMENT MAN
DRAFTING
DRAFTING
CLERICAL
OVERHEAD @ 1301': OF 4,062. 03
PROFIT @ 15'l..~F 9,342.67
SUPERIOR REPROGRAPHICS (INVOICE ENCLOSED)
r~ r;::C ~ n ~.!i ~ 1<")
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TOTAL.
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243930030
06/30/88
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INVOICE I
STATEMENT
1itnns: Nt! 30 dIys
~:":"'~thech:rcc~::'~~~o~~~~=
taot rile of 11l'Mo.
SERYICE
AMOUNT
PREVIOUS 1lAlNCll,
$2,668.16
ACCOUNT:
-2,668.16
1688.00 -
555.00 "
181.77~
60.00_
206.50 .....
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66t.88-
310.38 -
24. 00 .;"'
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4,062.03
5,280.04
1 ,401.40
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12061611-3701 120616&'1-8380
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fiRST FLOOR 1436C NE 21s1
COLUMBIA CENTER BEllEVUE. WA 98007
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THE ACI IC N RTHWEST'S MOST COMPLETE GRAPHIC loR . SERVICE
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193288
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NORTHWESiERC' ERRllORIES, INC.
Eng/nHts . I.Ind SuMrM . Planners
ConsfTuCliOll CoonJ",1ion . ""_5 TfIsIIng
--
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 98368
RE: UPPER HOH ROAD RECONSTRUCTION
NIT. ENCl.OSED.
IIEIUIN 1tlP PORrION WITH ~
_1IOT1OM PORTION _ VOUR IIECOIlDlI
. ,
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717 SOUTH PfAIIOO'( srREET
PORT ANGELES. M IlI302
(208) 452-8481
1-8OlHl54 S545
243930030
OS/27/88
NORTHWESTERN TERRItORIES, INC.
INVOICE I
STATEMENT
_: Not 30 dIjs
lIIo~_~trillbt_on",pald_30d.,.
IIIIrdtl<or_....._ll!!!of'~ ptfmonlh ortntn...._.
1Igt.., of !Mi.
DATE
SERYICE
I'MIIIOUIIIIAI.ANCE,
OS/20/88
RECEIVED ON ACCOUNT:
18.50-1' 16.00' 296.00'"
15.5004 15.00"' 232.50/
2.00415.00'" 30.00"-
1.00~ 15.47'" 15.47-
6.004 12.50 75.00-
9.75-'t! 7.00,;' 68.25'"
25.25~ 7. sO" 189.3'.......
t.50Al 8.00 12.00/
PROJECT ENGINEER
PRINCIPAL SURVEYOR
SOILS ENGINEER
PROJECT SURVEYOR
SOILS TECHNICIAN
SOILS TECHNICIAN
DRAFTING
CLERICAL
OVERHEAD @ 130% OF 918.59
PROFIT @ 15% OF 2,112.75
TESTING: BIEVE ANALV!lIS 3 EA. @ 34.50
WESTEt'lN TEElTING (INVOICE ATTACHED)
103.50....
135.(10....
TOTAl. I
10 lIo\'II
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10_
AMOUNT
$3,518.65
-3,518.65
918.59-
1,194.16......
316.91..-'
238.50.......
2,668.16 ..".--
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Engnws . lMId Sum,otS . PYnntlS
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JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 98368
RE: UPPER HOH ROAD RECONSTRUCTION
MIl ENCLOSED .
IlENI'lN 1tlP PORTION WITH IlEMITTANCE
_1ICll1tIM PORTION FOIl WUI /lECORD6
NORTHWESTERN TERRItORIES, INC.
INVOICE'
STATEMENT
DATE
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717 SOUTH PEAIIOl7{ srJIEET
PORT ANGELES, VIlA llI3B2
\2061 4S2.a4t1
1~!i545
RECEIVED
r.:.".Y 2 1988
JErr-E~SON COUNT'!
ENGINEERS OFFICE
243930030
04/30/88
SERVICE
04/22/88
RECEIVED ON ACCOUNT:
I'IIEIIIOUS 1IAlANCE:
PROJECT ENGINEER
PRINCIPAL SURVEYOR
SOILS ENGINEER
PROJECT SURVEYOR
SOILS TECHNICIAN
SOILS TECHNICIAN
SOILS TECHNICIAN
SOILS TECHNICIAN
COMPUTER OPERATOR
DRAFTING
CI.ERICAL
12.50 @ 16.00.....
9.50 e 15.00 ""
8.00 @ 15.00....
4.75 (i 15.47....
12.00 e 12.00....
2.00 @ 10.00.....
5.50 @ 8.00v
32.50 e 7.00v
5.50 II 12.00....
15.25 Cl 7.50"-
2.50 (i 6.50....
OVERHEAD i 130 ~ OF 1,168.11
PROFIT (i 15% OF 2,686.65-
TESTINGI PROCTORS 2 EA. e 122.25
SIEVE ANALY8IS 1 EA. . 34.50
ATTERBURG I.IHJTS 3 EA. e 50.00
lIOlWI
tIllWl
200.00.
142.50--
120.00'"
73.48-
144.00-
20.00....
44.00....
227.50'
66.00""
114.38 '"
16.25 "
244.50 -
34.50'"
150.00 ...
tIlDM
10,",,: Nt! 30 dIys
=~~~~-::\,b:i\'J==~~==
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AMOUNT
$7,860.92
-7,860.92
1,168.11-
1,518.54 -
403.00 .....
429.00 --
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PORT ANGELES. \1M lIll3ll2
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1-800 85. 5515
EnQInetrs . LInd SUfWlY(JrS . PYnners
Construction CoonffJ/Itlon . A,f.(e'iJIs Tesfjng
--
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 98368
243930030
04/30/88
RE: UPPER HOH ROAD RECONSTRUCTION
",1
~ _ F'OIll'ION WITH_lTANCE
.-1IOT1OM PClImON fOR 'VtlUR IIECOIlD8
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PAGE 2
NORTHWESTERN TERRItORIES, INC.
1mnI: Nol3CclIyt
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INVOICE I
STATEMENT
DATE
SERYICE
AMOUNT
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1'RIMOU811A1ANCE:
TOTAl. I
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BALANCE DUEl
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PORT ANGELES. WA IlI3S2
(208) 452.fl4l11
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243930030
03/31/88
IIENIIN 1tlP POIITIllN WITH IIEIrITTAHCI!
_1I01lCU I'ORTION RlA VOUIlIlECClllDll
AMT. ENCLOSED .
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NORTHWESFERN TERRItORIES, INC.
INVOICE /
STATEMENT
NORTHWESFERtTERRllORIES, INC.
--
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 98368
RE: UPPER HOH ROAD RECONSTRUCTION
_: Nt! III ... '
IJIIt _ _.. ~ WIll bt '= on unpolcl bIIInce 30 d~
=:.':t~,t1'" '....of1 petmonlho..ntnIIUII_.
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PROJECT ENGINEER
PRINCIPAL SURVEYOR
SOII.S ENGINEER
PROJECT SURVEYOR
PARTY CHIEF
INSTRUMENT MAN
COMPUTER OPERATOR
COMPUTER OPERATOR
DRAFTING
RECEIVED ON ACCOUNT:
fMVIOUS IALANCE,
20.50 E! 16.00......
12.50 EI 15.00"'-
32.50 e 15.00......
26.00 f! 15.47....
44.50 GI 11.80.....
30.00 . 11.30.....
35.00 fi! 15.00 '"
9.50. 12.00'-
2.00. '1.00'"
OVERHEAD Ii! 130:'.
PROFIT Ci! 15:'.
CAR EXPENSE
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187.50
487.50
402.22
525.10
339.00
525.00
114.00
14.00
-2~922:-32
3,799.01
-6~72i:-33
1,008.19
-7~729:-52
131.40
$8,517.62
-8,517.62
RECEIVED
APR 4 '1988
JEFFERSON COUNTY
ENGINEERS OFFICE
7,860.92
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1.a00.e54-!645
Engine8rs . Um1 511,.",.". . FUnners
ConsInIClion Coonf",tIon . _ Ttsting
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 98368
243930030
03/31/88
RE: UPPER HOH ROAD RECONSTRUCTION
PAGE 2
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INVOICE'
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NORrHWEmRt"ERRllOIfIES, INC.
fn/IiM<<S II Und Sune,ots . PIMIners
ConsIructicn CootlIinoJlion . _ Testing
--
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND. WA 98368
~ 1tlf' I'CATJClN WITH IIEUITTANCE
__ eonOM I'CATJClN Pal VOUIlIlECOllDll
RE: UPPER HOH ROAD RECONSTRUCTION
NIt ENCLOSED .
HORTHWEsrERN TERRnoRIES, INe.
DATE
PROJECT ENGINEER
. PRINCIPAL SURVEYOR
PROJECT SURVEYOR
PARTY CHIEF
INSTRUMENT MAN
.. CHA INMAN
_ COMPUTER OPERATOR
l COMPUTER OPERATOR
CI.ERICAL
OVERHEAD . 130Y. ~
PROFIT Q 15Y. 0/
INVOICE I
STATEMENT
SERVICE
16.00 HR €I 16.00....
2.00 HR @ 15.00
24.25 HR @ 15.47"-
75.25 HR e 11.80~
75.25 HR @ 11.30..... ~
40.25 HR @ 7.00' 11.\
20.75 HR @ 12.00
2.00 HR @ 15.00
.25 HR @ 6.50
'i .eO
EXPENSESJ PER DIEM ~ I.DDBING
t),.e ...ds"
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10 IIilII
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PORT AHGEI.E&, WIto II3ll2
lDl452~
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243930030
02/29/88
_: NIt 30 dt)o
:::::r'~...~-:.~=~::.:,=
IIGt ... of _.
AMOUNT
RECEIVED
1A~R '1 1989
N COUNTY
JEFFENR:~....s OFFICE
ENGI ......'"
8,517.62....
8,517.62 ---
M~101lIII'I
~ lIALAHCE:
256.00 .,.
30.00 ....
375. 14 .....
887.95-
850.32 .......
281.75 .....
249.00 .....
30.00 ......
1.62 ......
--------
2,961.78--
1l,9S9.i51.... '.tJ50.~J
6,812.09-
1,021.81.....
7~933:90.......
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PORT ANGELES. M IIlI3ll2
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HIlICl1l51 5545
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--
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
P. O. BOX 1220
PORT TOWNSEND, WA 98368
243930030
02/29/88
REo UPPER HOH ROAD RECONSTRUCTION
AIlE ENCLOIED It
,.
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llE'RRI1CP PORIIClN wnH ~
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tIOR1'HWESTERN TERRIlORIES, INe.
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INVOICE I
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DATE
AMOUNT
BALANCE D~~'
$8,517.62
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COST PLUS NET FEE DETERMINATION
DIRECT SALARY COST:
Personnel Man Hours
Rates of Pay
Project Surveyor 146
PY"t,;act Engineer 96
SO.Ll-, Engi~"er 40
Party Chief 314
Instrument man 314
Chain man 82
SOl Is Technician 8
Drafting 192
Clerical 32
$15.47
16.00
15.00
11. 80
11.30
11.30
10.00
7.00
8.00
TOTAL $
14.255
DIRECT NON-SALARY COST.
"'
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Estimated Cost
$ 2,259
1,536
600
3,705
3,548
927
80
1,844
256
Travel and rer Diem
Per Diem 10 weeks @ ~ ??A ~n ............. 1 2,285
Air Trayel Trips @ .............
Cars @ per month @
months
miles @$ It............ S
TOTAL $ 2,285
Office and Equipment '
Rent i per month @ months I3E
Equll'ment Rentlll - per mol1th @ == months
Peproductlon Ilw:penlel ........ 1.1.... ... .... ..... ~.... ....... 200
~~tiM"IKV .~~ij~t~O.................................... 440
.
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TOTAL
$ 640
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EXHIBIT "A" (cont.)
SUMMARY OF FEE FOR ENGINEERING SERVICES
Direct Salary Cost ..........................................
Overhead Cost (including
payroll additives) ..... ............... 130 96
Sub-Totat
Net Fee ....................................................
Direct Non-Salary Cost:
Total
i+285
200
-0- .
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$ , '1'5
Sub-Total
Contingencies
GRANl' TOTAL
a.
b.
c.
d.
e.
Travel and per diem ......................
Reproduction expenses ..................
Computer expense .....................
Outside consultants ........... .... .. ...
Other (Specify) JllBS'llJiNIi:................
BREAKDOWN OF OVERHEAn COST'
......
~
5
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FICA .................................~......................
Unemployment r.ompensatlon ........... ........... . .. .. ... .. .
Medical Aid and Industrial Insurance ...........................
Company Insurance and Medical ............... ..... ... ... . ... .
Vacation, Holiday and Sick Leave ..............................
StateB & OTax ..................,..........................
Insurance ...........~.......................................
Administration and Time Unassignable .........................
Printing, Stationery and Supplies ..............................
Travel Not Assignable ....... ..................................
Telephone and Tcle~raph Not AssIgnable ..... ........... ........
Fees, Ducs, Profes$ional Meetings .............................
Utilities and Maintenance ..........................................
Rent ...........................................a...........
Rental Equipment ..............................................
Office Miscellaneous, Postage ..........................................
Profes.slonal Services ................................................
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TOTAL
.
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$ 14.255
$ 18.532
$ 32.787
$ 4,918
$ '2 .925
4,063
$ 44 .693
7.51 '16
4.70 %
.78 '16
-1.:Q.'L- '16
6.50 'I(.
1. 50 '16
3.75 '16
53.52 '16
5 no '16
13.00 '16
6.87 96
3.27 96
2.36 '16
5.55 96
1.65 9.
6.05 96
4 <)5 96
130.0
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BRUCH & BRUCH CONSTRUCTION, INC,
228 HWY 101 WEST
PORT ANGELES WA 98362
PUNT ORDEA NO.
74-0592-00
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CONSTRUCTlON PRODUCTS INC.
PLEASE REMIT TO: ( . CON TECH CONEiJ"'1~,UCT I ON PRODUCTS
DEPARTMENT #\.:.35
SCF PASADENA', 'CR' 91050..
B!J'{LR'S NCJMBER
OR!GINAL ~~~789 Ot 74:~~~~~;;:")
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105 001 CORLIX PIPE 2 2/3)(112 LS 14GA 30" 20.00FT 1 193 20.00 16.800
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TClTAL WEIGHT 211 BS. UB-TOTAL
0
TO AMOUNT
336.00
14.00
Truck Loadsl
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Mi1ttaGlEol 248
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350.00
COHTI206-4S2-S388 JACK
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P.O. BO;Jt517 .
HilIsboro. Orer;on 97123
503/648.4123
503/640-2733
CONSIGtt3 .Br-~ch & Br-uch Construction, Inc.
PROJEcr N.A2>!E
,UPPER HOH ROAD
County Road No. 924207
Project No eRO 749
THIS IS TO CEn~I=Y THAT THE }~TERIALS SHIPPEP ON OUR
BILL OF LADING # 74-5207-99 . PLANT ORDER #
74-0592-00 . CONFORMS TO ~~SHTO - M196
AND ARE l-L<\NUFACTURED OF DOHESTIC W.TERIALS IN COHPLIANCE
WITH Bl'Y AHERICAN REQUIREMENTS.
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105 011 CSP BAND S-C RVTD ALUM
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BRUCH &'BRUCH CONSTRUCTION. INC.
228 HWy"101 WEST'
EST. SHIP DATI
I 7~=~OJ
WA 98:5b2
/ . 1
LS lbCA 18" 20.00FT
LS lbGA 18" 10.00FT
LS 14CA 24" 20.00FT
LS 14GA 24" 14.00FT
La 14CR 24" 10.00FT
LS 14CA 30" 20,OOFT
L.S 14GA :50" 14.00FT
L.S 14GA 42" 20.00FT
LS 14GA 42" 24.001':T
LB 16GA 12" 20.00FT
l'6GA 12" lPC
12" 7"11I1 DE
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2 187 40.00 8.650 ~4b.00
1 47 10.00 8.650 I Bb.50
6 930 120.00 15.600 1,872.00
1 109 14.00 15.600 218.40
1 78 10.00 15.600 156.00
2 :!86 40,00 1b.800 b72.00
1 1:55 14.00 lb.800 2:55.20
2 537 40.00 37.200 1,A88.00
.
4 1289 96.06 37.200 3,571.20
1 63 20.00 5.700 114.00
1 5 1.00 8.000 8.00
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CORL-IX PIPE
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CSP BAND ~-c RVTD
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WA 98362
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2 2/3xl/2 LS 16CA
Z 2/:Sxl/2 LS 16CA
:2 2/3xl/2 L5 l1leA
2 2/3xl/2 LS IIlCA
2 2/3xl/2 LS 14CA
2 2/3)(1/2 LS 14CA
2 2/3xl/2 LS 14GA
2 2/3xl/2 LB 14CA
2 2/3xl/2 LS 14GA
2 2/3)(1/2 LS 16GA
d'
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1 47 10,00 8.6~0 86,50
6 930 120.00 15.600 1,872.00
1 109 14.00 15.600 218.40
1 78 10,00 15.600 156.00
2 :S86 40,00 16,800 672,00
1 135 14.00 16.800 23~.20
2 537 40.00 37,200 I,A88.00
4 1289 96.06 37.200 :5,571.20
1 6:5 20.00 5.700 114.00
1 5 1.00 8.000 8.00
1 :5 1.00 INCL~DED
ALUM
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18" 10.00FT
24" 20,OOFT
24" 11l.00FT
24" 10.00FT
30" 20.00FT
:sO" 14.00FT
42" 20.00FT
42" 24.00f:T
12" 20.00FT
12" IPC
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OS/25/89
BRUCH & BRUCH CONSTRUCTION. INC,
228 HWV 101 WEST
PORT ANGELES WA 98362.
BRUCH & BRUCH CONSTRUCTION. INC.
228 HWY"101 WEST "
CLALAM COUNTY
PORT ANGELES
46 009
"'.-"(~
REGION
4352
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105 013 cap BAND 5-C RVTD ALUM 16CA 18" IPC .2 14
I~~! 014 cap BAND 5-C RVTD ALUM 16CA 24" IPC 6 56
lOS/ 015 cap BAND 5-C RVTD ALUM 16CA 30" IPC 2 23
IO'! 016 eap BAND 5-e RVTD ALUM 16CA 42" IPC 4 148
1
105/017 BAND Ace FLAT CASKET 18" 7"WIDE 2 8
10S! 018 BAND Ace FLAT CASKET 24" 7"WIDE 6 31
I
Iii': 019 BAND Ace FLAT CASKET :sO" 7"WIDE 2 13
105 020 BAND Ace FLAT CASKET 42" 12"WIDE 4 34
TOTAL WEICHT 4,096 BS"
TRUCK LOADSI 1,0 SO :s MILEAGEI 248
.
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CERT'WSDOT & AASHTO H-J96 CRO'749
WSDOT INSPECTION - ALL PIPE
06/01/89 J.Bruch
WA 98362
EST. SHIP DQ'E
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JEFFERSON COm~TY CROff. 749
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THIS IS TO ~Err~I?Y TH.~T THE }~TERIALS SHIPPEP ON OUR
BILl. OF LADING, 1.,; 74-5174-00 . PLANT ORDER iF
74-0508-00 CO~rrORMS TO A~SHTO - M196 ~
AND ARE HANUFACTURED OF DOHESTIC ~lATERlALS IN COMPLI/l.NCE
,WITH BUY A}!ERICA~: REQUIREMENTS.
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426815 5/21/89
AJj/y.I'~/Y ,f2:h/YA'//' '.'
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P.O. BOX 517
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YASHI~1G70N STATE DE?,;:.r.'!E~lT 0:- 1?':.11S?ORTATION
Project Name JEFFERSON COUNTY
State Centrac:: :'0. 3R0749
F,~RICATORrS CE?TIFrCA.E
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The items cc~ered by this cer:if~:~tion ~ere o~n~:ac:ured of do=~s:~c
materi~l'ir. ccm?li~r.ce ~ith the S:~~d~rd S;ecif~c~:~on of the ~as~~n;::n
St~te Hi;h~al Dept. B~sed on she~: sU~pliers qU~r:ntee, it is cer:ifie~
th~t represen::ti~e samples of =a:~ri:ls have been tested and that test
results cor.:::::: to the applic~ble require:::en:s of the s?ecific~:=:cns listed
abo'Je. Co;:~es of these test reports are on file ~oIith the sheet supplier' E:
will be available without cost upon periodic request through this office for a
period of se....-en years following ship:ll3nt. Conforms to M5!tro _ Ml96.
The :::~ter~~l ~:e=s and q~r.:~:ies tc~erec ~: chis c~r:if~::tien are as
she:.::: on bill of l.::!~r.; Xo. 7lt.-r;'74-00 . cOP:J at::c!:e:!.
KAISER
707261
426B15
5/21/89
5/21/89
REYNOLDS
Contec~. C.P., Inc.
P.O. llc:~ 51i
Hillscerc. OR 971:3
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Au:hori:ed re;:raser.:~tive o~ p~;:a
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REYNOLDS ALUMINUM
MILL PRODUCTS DIVISION
CER'1'D'lED CHEHICAL COMPOSI'ttON LIMITS AND GUARANTEE
REYNOLDS CULVERT SHEET
1987
REYNOLDS METALS COMPANY. RICIIHOND. VIRGINIA
(1); The chemical cOlllposition, thicleness and cladding of Reynolds AluminUlll
CUlvert Sheet sba1l confo:m t:o the ~ollowing specified limits, which
conform t:o requJ.rement. o~ AASH'1'O specification H197.
CClKPONEN'1'S OF CIJU) PRODUCTS
(.
Tota1
Thielenes.
of Composite
Product:
Inches
All
SideD
Clad
Both
oe.cr.iption
Cladding Thiclene~B
Per Side
, of Com site Thick. AV .
MinlmWll Maxi..onu..."
4 6
,
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Component
All .1
Cor. Cladd1n
3004 7072
Alcla4 3004-Sheet ~ Plate
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Cladding ClOlI\PO.~t.iOIl 1. appUcab1. only t:o the alum1nUIII or alum1nWl alloy
bonded t:o the alloy ingot: or .lab pr.parat:o~ t:o rolling t:o the .pecUied
COlll,POIU:. product. 'the COIIIpOsit.iOIl of the claMino uy be subl.quent:1y
alter.1S by c!iffud.on beewu 't.he core an4 c1a4ding due t:o thermal u.at:-
_to.
2.'
Anrag. t:h1c1cn... pel' .id. a. cS.tcu:mJ.nll4 by averaging c1a4dlng thiclen...
_aeur_u t:&ken at 1& _gnification of 100 d~tv. on the cro.. ..ct:lon
of . tl'ansvv.. .up1. poli.hll4 an4 uchel! for lII1crODCOplc examination.
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JCp~EVNOLDS METALS COMPANY . AICI.MONO. YIAOINIA 232111
06/01/89 J.Bruch
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CER'l'U%EJ) ~CAL CIOJIPOSITIDR L%MITS .tUm GWlJlM'rEE
JlEYlfC%.DS CULVERi' SIIEET
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CIlEKIou. COHPDSITIDR L%MITS Cl!' Ir]lOUClHT A%.tlKItlUH AUDlrS
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Dealfll&\:1on
Silicon
%ron . Copper
JII.4nllaJI.ee
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7072
0.30 0.7
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0.25
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Other.
Al\11l11"\lIII
Eacb 2'otal 1Un.
0.05 0.15 lII&mainder
0.05 0.15 lIIemain4er
Hickel
Zinc
'l'iUn!W11
0.25
0.8-1.3
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coJD.Pcisition in percent maximum unless shown as a range.
4
Except ~or .alWllinWII" and .others.. snalysi. .is _de for element.
~or which .JlIIcUic limits are shown. For purPO.es of deteZ'lllining
confozmance to these limits. an observed value or a calculated value
obt:aine4 frClll analysis .is rounded off to the nearest unit in the last
right-hand place of figures used .in expressing .the 'pacified limit:,
.in accordance with ASTH Recommended Practice E29.
5
'1'hIt S\llll of those "ot:her.. 1lMIt:a1.11c elements 0.01 percant or IIlOre .ach.
el\Prfl88ed to the second decimal before determining th. .11III.
. (2) Each culvert .heet .ban be identified Wit:h the vord. "lIeyno1da A111111in1llll
AlelalS 3004-834" and the thickn... eKpr'.se4 in inche..
(3) If. win replac.. without: CQst: 1:0 the purchas.r, any .h.ets thet ar. not:
.in conf'ona1ty with t:he apecUication with zoo.pact: 1:0 cbamical COIll,pO.!tion.
t:bicIcn... or c1a4dinq a. c.rt:.itie4 herein, ouzo liabilit:y und.r thi. guarlUltae
1. 11ait:e4 to aucb zoeplacement: of .heet:e ~.o.b. the .... delivery point: ..
. applicable to the odqinal I18t.r1&l.
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CERnFZED CimaCAL COHPOsZTION LIHITS AND GtlARANTEE
~S CULVERT SHEET
(4) ~ 9Wlr~t:ee shall remain in enect _0 long .. Reynolds Metal_ CoIIlpany
continues to ~urnish these eheets.
Mechanical Properties (A1clad 3004-H34)
Tensile Stren<rt:h Yield Stren~ Elongation in
~cJcne__, %n. PSI PSZ (0.2\ O~fset) '2- or 50 JIIi
. (MM) Hin. Max. Hin. Min. \
0.048 to 0.113 31000 37000 24000 4
(1.2 t:o 2.9) (214 HPa) (255 MPa) (165 HPa)
0.114 to 0.249 31000 37000 24000 5
(2.9 to 6.3) (214 HPa) (255 MPa) (165 MPa)
REYNOLDS METALS COKPANY
KILL PRODUCTS DIVISION
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BY
d..._ 4'". ..AJ~
GENE A. GORHAK. MANAGER
QUALITY ASStIRA.NCE & METALLURGY
C~unty. of Henrico
State of Virginia
Subscribed and Sworn before me this 7tb day of January 1987.
MY COmmission expiresl
~U't:.. J: q~F
Notary Public
'January 2. 1989
copy JCPW
06/01/89 J.Bruch
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l.tEmog, Reemay. \pr'.
October 24.1988
Bruch & Bruch Construction
228 - Highway 101 West
Port Angeles, WA 98362
TO WHOM IT MAY CONCERN:
CERTIFICATE OF COMPLIANCE
-'
Thi s is to certify that Reemay I s Typar4l> Styl e 3401 meets all
specifications as shown on the attached Physical Property sheet as determined
by the ASTM testing method shown.
Very tt'uly yours,
Jldl.,J.CAJ~
Todd E. JOhnsa: -
Regi anal Sal,es Manager
TEJ: acl
attachment
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CCI Sedro Woolley Explosives Inc.
701 Township
Sedro Woolley, WA 98284
copy CC DEP1' PW
10/26/88 J.Bruch
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TYPAR is a vcmatilc loxtilc mnlcrial
developed by Du Pont and manufactured
by an integrated process of fiber spinning
and bonding. TYP AR is a strong.
nonwoven sheel for med of continuous
filamenls of 1 00 percent polypropylene
that are directionalized preferentially
in the length and width directions of the
sheel and bonded at the filament junctions.
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Properties and Characteristics
. High strength and toughness
. Good puncture resislance
. Excellent dimensional stability
. Good chemical resislance (acids. bases,
phenolics)
. Rot. mildew and insect resistance
. Workable 'at low temperatures
. No wet shrinkage or growth
. LIghtweIght, easy to handle
. Non-raveling
Physical Properties - Style 3401 .
Road Support. Soli Stabilization & Filter Fabric App'IIcatlons
Weighl
Thickness
Grab Tensile
Etongation to Break
Trapezoidal Tear
Mullen Burst
Specilic Gravity
Equivalent Opening Size (EOS)
Flux
4,0 oz./yd, Z
15 mils
1301bs.
62%
701bs.
170 psi
0.95
70 to 100 U.S. Std.
Sieve
230 gal./ft. z/mln.
at 10" HzO head
2 x 10 -z cm./sec.
1200 Ibs.
ASTM 01910
ASTM 01777
, ASTM 01682
."ASTM 01682
ASTM 02263
ASTM 0774-46
Corps of Englneersl
ASTM D422
EURM-l00'
EURM-1 DO'
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A sheel structure compoaed entirely of
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7114Z NORlH NAtCHEZ AVENUE
NILES. IWNOIS 60648 (312) 647.7717
r
Appty-A-Une Inc.
706 FJtOntage Roa.d NolLth
Pa.c.i.M.c WA 98047
Novemben 6, 19898
Re: Your Purchase Order No-;:-- 7614
Project: WAS~INGTON
Amerace .No.: 35885
Gentlemen:
"-,- We certify that the Stimsonite pavement markers furnished against the
subject order were produced at the facilities of ourSigmiL P.r:oducts
Division, Niles, Illinois. The markers meet all requirements of
Washington State specifications for Type No. 2 Lane Markers.
We certify that..they were molded of ,methyl methacrylate conformin9 to
Federal .Sped fi cati onL-P-380a Type 1, Cl ass 3.
We certify that the specific intensity of .each reflective surface, when
tested at a 0.2 degree angle ofdiyergence shall not .be less than the
follDwingspecif-ied yalues:
Specific Intensity
Clear Yellow Red
o Degree Incidence Angle.......3.0 1.8 0.75
,\
20 Degree Incidence Angle.......l.2
0.72 .0.30
Very Truly Yours,
/ 'l(i4~
I (tf~ '~"/
Amerace rporation
'.
Subscribed and sworn to before
me this 6th day of Novemben
19 89 -:--
(lr:- ~,d~ ~~~
~ ary Public
"OFFICIAL SEAL"
HELEN DELORES HARRIS
Il~ry Public. Sl.l. of IlIInol.
. "!Y Comm:os'on Expl,.. _/29/93
STIMSONITElD
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JEl-'fERSON COlJNTl{
DEPARTtoU::NT OF PUBLIC WO~ Date.
UQUES'l' FOR IIPPROVAL OF MA'l'ERIAik....lllC1':S
Cont. No. CJUj7"
Sect:l.on UPP11ll. ROB ROAD
914207
COUnty Road No.
RoOl4 NaIIIe Upper ~hlload
l<<anutacturer'G1 Apl'roval
Brand or. P:l.t NO. Action *
.AGBO ....--
B-1? IWlU 3
.-
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PUGET Somm SEED ,,--
. ..........
.AGBO
IIU-LIFE ~
SILVA FIBEB. , --
SPKA HIJLCB .......--
....
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Line
No.
Des~ription of Haterial
. . SOURCES OF SUPPLY'
SUpplier
PACIFIC lIGIlO
P.O. BOX 326
1lEIIITOIIJ. VA 98057
B-1? IWlItS COHPAUY
19S1o-144th III.E. C-l
WOODIIIIVZLLE. VA 98072
PUGEr somm SEED
2600 W. COKKDDOIlE
SEATTLE. VA 98199
PACIFIC AGlW
IIU-LIFE FEB.TILIZERS
P.O. BOX 883
TACOKA.. VA 98401
WEYERllAEUSER
P.O. BOX 24465
SEATTLE. VA 98124
PACIFIC WOOD FIBERS
P.O. BOX 2109
BEDHORD. VA 98073-210
'"
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SEED
~itI!i\~~ (; :'~' :: \;.,: i2: 0
SEP 15 1989
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Con~actor 1'1UIIE: BlWCK & BRUCK COIIISTRUCTION
SllBCOJITRACTOll: FUJI D1DUSTInES, DlC.
Sullmitted By .
~rv '~'l':l.tle
. DEPARl'MEN'l' OF ~LIC WORKS ONLY .
*Sources of supp1y for a'll items checked (V) in approval column axo approved for use on tbe
above improvement prov:l.ded the mater:l.al. delivered cCllllply with all specUica1:iolUl. Aoll:l.on on
:l.tems ind:l.cated by numbers in the approval colwnn .is :l.dent:l.f:l.ed per followinljJ code.
No. ..
~ T~eSuppl:l.er must furn:l.sh the Project Eng:l.neer a notarized cert1t1cat1on that no ~ter:l.als
of fore19n manufacture were used 1n the fabr:l.cation'of theBe :l.tems.
2. App~oval w:l.thheld pending ~eceipt of Request for Change of Souroe (See Ch. 3-1.7, State
construction Manual).
.,34.. Approval withheld, sulimit aamp1es for p~eliminary evaluation. ._
Approval.withheld, euhnit Brand Name and/or name of Manufacturer.
5.' /
6.
7.
B.
~z:oje.ct File .-- Pro~. Eng. ~
:ontractor ~
:ounty 2nljJineer ~.....r~ J U' ~
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of IlIlIterial. all covered in Conetzuction Manual,
Chapter 9.
Date. /~ ~ / ,~'?~
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Llc"'ARTMENT OF TRANSPOATATlir',~
~~~~~: ~~or.tor~ _______ ~
Olympia. WA 89504
c"
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12020~
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DATE ?/z.8fi~
\-. PREl.IMINARV SA.MPI-E NO.
I
PRELIMINARY SAMPLE
TRANSMITTAL
HO. LAB NO.
CONTRACT/JOB NO.
oS A 1U....4-
ORG. NO.
t>- 4SJ.O
C.15. -r.C.;, C'~,iJ .a~/"4<-r At;r;;.
OCJJ~ ~~eK. ,{JahOr.<: 4e;:>,
OF
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( B ~S (',0'0 COO7) PLACE
Tot r{Jut.1!' 02. /2.0
. .:"tIRAL. DEPOSIT l.OCATION (COUNTY)
- .) eF'Fg.g6ou -s It. ? t.J
O;';5'~~ c... "ul'WA"5Jt AVG. STRIPPING DEPTH
...... Z.o I
kjUJ:$ EST. aUANTITY (CU. YDs.>
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o,.) trAc.e:.
". SEC.
E. ~w..... ACCESS 0 STA. NO.
KNOWN DEPTH
AVO. DEPTH OTHER STRIPPING
FT. OF
NW.flW NE.flW HW~ M:~
EST. AREA
2-
X
SAMPLE TAKEN AS FOLLOWS:
JlAJ!.((XJ~ {..OCA;&.)AjS
SUlTABL.E PLANT SITE NEARBY?
~ES DNO DYES
LOCATION OF SUPPLEMENTAl. MATeRIAL FOR SHORTAGE
>Z4a:lOcu. YOS. SW.flW SE.flW SW.fE SE.Jf:
IF LEDGE. WILL IT SHOOT
NW.SW HHW NW.S[ H[.IE
DSMAU.
SW.S[ SI.S[
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~ A"'tc Jt7 IT""
/rr
CHARACTERISTICS NOT APPARENT IN SAMPLE
/./c IJ r::.
NAME AND ACDRES& OF OWNER
fJe1JT. Of:' ;VJ(/r: Re'5dvr2 CII!:5 ~rt.~S Wt3.
"jCS SKETCH AnACHED &HOW RELATIONSHIP
_0 a,pasIT AS A CE? 'E:~FE:It..~tJ a.U
DOT FORM 30<>02' Dlllrlbullon, WM.-w",s.:!.i.LAB AUG 01 ]COtII PRO
REVISED 8/82 .ea7. ~ ~ c.n.ry-PtoJecl I ~
1
t9/tIr.Jt::.~ /t€I'/AU.JM&
NIfJ PHONE NO,
(ZOr;,) 5lJ5-'/G. c:>
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TEST REPORT FOR_________
LAB. NO. ~.45;to
/,",
___________~~~~~_~~~::5i5 of Aggregate Other Test Results
Pass ing Cumulati ve -%-------- -%-----S;;~~---%---:i--L~;-A~;;i;; -T;;~-:.:ii -t;-;c ~c..
Screen Wt. Grms. Retain Pass. Req. Frao: '
--------------------------------r-----------------~,: Degradation Test
________:_ . : l : " I ,':
__________1 :-------: I------~------~~
__________:_________:---:--------:--:------:: Bulk S. Gravity
________l__ :--- :---~--~-~ ~
, -,------, ,_,__" Sand Equivalent
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Chern. Lab _~_ Dist.Admin. '~-~3b
Proj. Eng. _~J...~~Sc= "-::::'_X(2) : r,,3rl-
'Diet. Htls. Eng. 'TtL IL:\ oDJI,J,,"l
FORM 350-062 RE -SED2/9 : I T4-fT-" c::..
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Stabllometer: l,f.
"R" Value "'7
Swell Preaaure~
Drainale Faotor
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JOHN-R. STRADA P. E. I
MAT:J::LS :J!)!JtR I
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BILLING PERIOD: 08/89
WORK ORDER: .JH0016
DATE DESCRIPTION
STATE OF WASHINGTON
DEPARTMENT OF TRANSPORTATION
MATERIALS LABORATORY CHARGES
CODE QUANTITY RATE
07/10/89 GEOTEXTILE LOG IN AND HANDlING T48H 1.00 CiI 17.6200
FLETCHER PT
07/10/89 STASI L OM ET ER lAGGR EGA TE BASES) T630 1.00 iiI 96.9100
FLETCHER PT
06/14/89 PRELIMINARY SAHPLE/CRSE GRONG T43A 1.00 GI 123.3400
CRO 749. FL ETC HER PT.
06/14/89 STABILOHETER PREPARATION T43H 1.00 Gl 17.6200
06)::'4/89 CRO 7It9. FLETCHER PT.
SIEV~ ANALYSIS-FINE T44A 1.00 . 52.8600
CRO 149. FLETCHER PT
06/14/89 SAND EQUIVALENT T448 2.00 Ii 52.8600
CRO 749. FLETCHER PT
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c.~ 74 '7
HAr/z'J(,t;dLS
DA TE 09/06/89
RPT: ReB120
PAGE 1
AMOUNT
(REF: 120105) 17 .62
"
.'
(R EF: 120105) 96.91
(REF: 120105) 123.34
(REF: 120105) 17. 62
( REF: 120(05) 52.86
( REF: 120105) 105.12
-------,-----
TESTING 414.07
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'nt:. No.
CR0749
DEPARTMENT OF'PUBLIC WORKS Date:
REQUEST FOR APPROVAL OF !<IA'l'ERrAi SOUllCES
914207
UPP~ HOH ROAD
9-19-89
-
County Road No.
Road Name
Iction
.!lie
10.
, 'SOURCES' OP SUPPLY'
Su ~ier
UPP~' HOH ROAD
Des~i tion of Material
..;. ..
Manufacturer's
Brand or. Pit: No.
Approva~ .
Action -.
ASPHALT CLASS a
AGG. MIN. CLASS B
LAKEsIDE INDUSTRIES
Q-169
AR-4000
US OIL - TACOMA, WA
US OIL TACOMA, WA
..
.,. ..
:Ontractor Submit:t:ed By
LAKEsIDE INDUSTRIES - SUB-coN'I'RAC1tlR BRUCH AND BRUCH PRIME
=-
-
.' DEPARTMEN'l' OF PQllLIC W01UCS ONLY
luroes of BUPPly fOr. .a'll it:llIlUJ ohecked (.....,...- in approval oolumn are approved for use on t:he
~e.jmprovement:'proVi4ed t:he materials delivered O~ly with all speaificat:ions. Aotiion on
:ems in4~at~by nUlDborll j,n t:he approval column ill identiUed per following code I
~~e. Supplier m~st furnish the Project Engineer a notarized certification that no ~terial.
of foreign llI&Ulufacture were used in the fabrication'of these itams.
JlpPZ(OVal withheld Pending receipt of Request for Change of Source (See ch. 3-1.7, State
ConStruct:ion ~ual).
, Jlpproval withheld, sUllalit slIIllples for preliminary evaluation. ..
Jlpproval.withheld, Submit Brand Name and/or name of Manutacturer.
/
':leot I'U,
.traotor
nty Engineer
-.r.
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.....
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Projeot: Engineer will sub=it: oont:rol S~le.
ot materials as oOVsrod in Construotion Manual,
- Ch.P~~o~'~~L~
. Eng
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Project:,HP32 TO CRESCENT BEACH RD.
. -~;-.l=;:" Date Sampled:
Tran~~1tia1 No: 9701~~~~______~:~::~_~_~_~_______~~::_~:::~~:~~___~~~~~~~~___
=======================-----;CONTRACTOR;S-PROPOSAL;-----------------------------
Mat'r: MIN. AGG. BLEND SAND Combined Specifications
;Source: Q-169 Q-169
::Ratio: 90.0% 10.0%
~
~~~:..
Lab No: G5129-30
'5/8
1/2
3/8
1/4
#10
#40
#80
#200
Sand/Sil t :
t!. E C E \ 1>~~1R\t:.~
..v.,t:.S\Ot:. \~G'E.tE~
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- 0 1'j\~ca~
-{..?I'
aE.\.LE.\JU E.
f\CE
100%
100.0
95.0
81.0
65.0
34.0
19.0
11.0
6.5
100.0
100.0
100.0
100.0
74.0
19.0
5.0
2.6
100
96
83
69
38
19
10
6.2
6,1
100
90-100
75-90
55-75
32-48
11-24
6-15
3-7
5,5-10.5
-0
=0
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
:::..:..;.. "',,'. ,'.. ..,.,....,.,......"... . -. '.~*LABORATORY"ANALYSTS"if/" .do'
... ~- '.~"'."... ".J "~''''
Asph. % by Wt. of Total Mix: 4.3 4.8 5.2 5.7
. Stabilometer "5" Value: 48 44 27 14
Cohesiometer "C" Value: 240 242 179 137
Density (lbs./cU.ft.): 151.0 151. 6 152.1 152.7
% Voids - Volume in Mix: 4.2 3.1 2.1 1.0
% Voids in Mineral Agg.: 13.5 13.5 13.7 13.7
Max. Density from Rice: 157.1 156.6 155.4
6.1
10
106
152.0
O.B
14.6
6.5
5
94
151. 6
0.4
15.2
. -
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
*LOTTMAN STRIPPING EVALUATION*
U.S. OIL . Visual Appearance:
% Retained Strength:
0%
NONE
95
1/4%
NONE
93
1/2%
NONE
91
3/4%
NONE
89
1%.
NONE
99
CHEV.RB Visual Appearanoe NONE NONE NONE NONE NONE
$Tt8ined Strength 93 94 97 101 102
T.~-., .....R.EPORI........... ..... . ':.... .-.: ..':;.~ ...
,E:: .... . . .: :.,-:-.., . :,;... '.
============================--=-==-- -=========================================
*RECO~~NDATIONS*
Supplier/Souroe U'~DOI~ CHE~QNDR;B~
% Asphalt (By Total Mix) ~~ ~ ~_ ~
Grade AR4000W AR4~OOW
% Anti Strip (By Wt. Asphalt) n" . n %_
Type PAVE BOND SPECIAL PAVE BOND SPE'CIAL'
,~~~=;~~~~~E~=~~~~~~!=~R~~~=~~l~=====================~===~~==~=~~=======
DISTRIBUTION: 'Materiala.E~~ineer
Materials File____x Projeot Enaineer:. yR' STRAD~' .
General Files___x ZIEGLER "(2) ".
Dist. Admin,____3__x Bitum. Seo. x(2) ..1./....._1 II
Const. En8'r.__._ x Diet Hath EnRr_~ Dllte:~ y__ A,,:'" (A I
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LITTEll NO.
MIJl CAMP'" MO.
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C/L6747
'(H;.:tr,t:lt-ltiL::; "
JEFFERSON COUNl'Y (" "
DEPARTMENT Qk' PUBLIC WO~' I
August 15,1989
Date:
-
REQUEST FOR APPROVAL OF MATERIAL SOUIlCES
Cont. No. CR0749
County Road No.
914207
Road Name UDDer HnH Rn~rl
Section UDDer Hoh Road
Line . . SOURCES OF SUPPLY' Manufacturer's Approval
No. Description of Material SUDDlier Brand or. Pit No. Action *
20 Special Paint stripe Norris Paint Co. I1fg. brand V""
Salem, OR. V-
21 Type II lane markers Stimsonite Corp. mfg. brand
Niles, Ill.
- .'
U~K E (,-; ~~ ~ \if. E D
AU G 2:3 1989 :
JEFFERSON CUUNTY
PUBLIC WORKS DEPT.
Contraotor Submitted By
(Sub) APPLY-A-LlNE, INC. . ~l J. 1 J J lV 10.. .!.v. 1..1 /
BRUCH & BRUCH CONSTRUCTION, INC. , President
<I'\InnJ.rer-~I.-BJ:UC1F -v , Title
DEPARTMEN'l' OF PUBLIC WORKS ONLY
'*Souroos of eupply for a),l items ohocked ( ) in approval column are approved for use on the
above improvement provided the materials delivered oomply with all specifications. Aotiion on
items indioated by nlllCbers in the approval column is identified per following ooder
No.
T
2.
The Supplier must furnish the Projeot Engineer a notarized certifioation that no ~terialo
of foreign manufacture were used in the fabrioation'of these items.
Approval withheld pending receipt of Request for Change of Souroe (See Ch. 3-1.7, state
Construction Manual).
Approval withheld, uubnit
A~oval . withheld , eubmit
3.
...4.
S.
6.
7.
S.
pro:lect Filo __ pro:l. Eng. _
Contractor ~
County Engineer ~ ~~R' Q:V'
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oamples for preliminary evaluation.
Brand Name and/or name of Manufacturer.
/
pro:lect Engineer will eubmit control samplee
of materials ae covered in Co stzuction Manual,
Chapter 9.
Patel
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OA TI:: . ORa NO.
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CONTRACT I JOB NO
PRELIMINARY SAMPLE NO OF
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INTENDED USE
FA NO
PLACE
SR. NO
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NATURAL OEPOSIT LOCATION (COUNTY)
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Yo, sec. .$3 T.:?
AVG. DEPTH OlliER STRIPPING
FT. OF
.. OR W.W.M. ACCESS @ STA. NO.
KNOWN DEPTH
,/:;; Z. NW-NW NE-NW NW-NE NUE
D!;.POSIT T'YPE
i?". j_
EST. AREA
> /2. "0Gu. YDS. SW.fM SUM SW"': SUI[
T
o SMALL IIW,SW
IIW-S[' NE-SE
ARE OTHER SAMPLES FROM SAME DEPOSIT
IN~~~ IN SHIPMO~O
LOCATlOH OF SUPPLEMENTAL MA1l!RIAL fOR SHORTAGE
SW.SW S[.SW SW.S[ S[.S[
CHARACTERISTICS NOT APPARENT IN &LE
%. I
v'R.q.yi ~
;T REPORT FOR
Vo..\I.\CL a II 8~ ~
LAB. NO. F44g.s
. sieve Analysis of Aaareaa~e '. Other Tes~ Resul~s
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'een W~. Grms. Re~ain Pass. Req. Frao I
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De.rada~ion Tea~
Bulk S. Gravi'l;y
Sand Equivalen~
Dust Ra~io
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JOHtffit ( S DA P. .
MATERIALS ENGINEER .
JVfA A,&
s. File_ Gen. File~
's.Tes~ -r_ Q.C,___
1m. Lab ~ '" Diet.Adm1n...1_
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~ 350-082 REVISED 2/69
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JEFFERSON COUNTY
DEPAR'l'IIEHT OF POBLIC WORKS
,I
EB21!2~lAL
FOR BIDDING PURPOSES
UPPER HOH ROAD
COUNTY ROAD NO. 914207. MP 0.33 TO MP 1.80
COUN'l'Y ROAD PROJECT NO. CR0749
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Sealed bids will be received in the Jefferson county Commissioners
office located on the first floor of tho Jefferson County
courthouse, 1820 Jefferson street, Port Townsend, Washington,
98368, until 10:30 A.M., on the. date scheduled for opening bids.
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SUBMIT THE
ENCLOSED PROPOSAL BOND
FORM WITH YOUR PROPOSAL.
USE OF OTHER
FORMS MAY SUBdECT
YOUR BID TO REdECTION.
NOTE: Use of other forms may limit the
bond below an amount equal 10 five percent'
of the bid total.
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P~OPOSAL: Bdi~D
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KNOW ALL MEN BV llESE PRESENTS. .That. we,
Bruch & Bruch' Construction Inc of
Port Anqeles. 'WA
as principal,! and the
nm,or; l"""~n c:::+-;:a....~C! T""C!n_~""~Q C9WFLlA:.r , a corpor-
ation duly orgcnlzed under the law. of the state of
Indiana . and authorized to do business In the State of
Washington, as surety. are held and firmly bound unto the
County of Jefferson In the full and penal sum of five (5) per
cent of the total amount of the bid prop08al of said principal
for the work hereinafter described. for the payment of which.
well and trulV to be made, we bind our heirs. executors.
administrators and assigns. and succe..on and assigns,
fil1Tlly by the.. presents.
The condition of this bond Is ISUch, 'that whereas the
principal herein Is herewith submitting his or Its sealed
proposal for the following highway oonstn.tction. to wit:
Upper Hoh Road - Project No: CR0749
Gaid bid and proposal, by reference thereto, being made a
part hereof. .
!
NOW. THEREFORE, If the said propollal bid by sold
principal be accepted. and the oontract be awarded to said
principal, and If sold principal shall duly make and enter Into
and execute sold contract and sholl fumlsh bond as required
by Jefferson County within a period of twenty <20> day-
from and after sold award, exclusive of the day of such
award, then thl, obligation ahall b. null and void, otherwl'D
It shall remain and b. In full force and .ffeot,
I : '
IN TESTIMONY WfoEREOF, The principal and
Mve caused thele p....s.nt. to be .Igned and
-1Jl.tb day 9f At'ril , 19..a9--. .
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GENERAL POWER OF ATTORNEY
American States Insurance Company
INDIANAPOLIS, INDIANA
KNOW ALL MEN BY THESE PRESENTS. thai American Slates Insurance Company, a Corporation duly organized and existing under the
laws of the State of Indiana. and having its principal office in the City of Indianapolis. 'ndiana. hath made. constituted and appointed. 8nd does by
those presents make, constitute and appoint
JEANNE HAGEL
~
01 Toledo and Slata 01 Washington
Its true and lawful Attorney(s)-in-Fact, wllh full power and aUlhorily hereby conferred In its name, place and stead. to execute, acknowledge and
deliver any and all bonds. recognizances, contracts of Indemnity Bnd other conditional or obligatory undertakings.~
/
however. that the penal sl1m of anyone >'IlIch :In>'ltrllrnp.nt. p'xpctlt."n
hereunder shall not excep.d Twn Htlnnr-p.n "F1f't.y 'T'hntl",,,nn nnll"r-", ($:>50,000.00
and 10 bind the Corporation thereby as fully and 10 the same extent as if such bonds were signed by the President. sealed with the common seal of
tha Corporation and duly aUastad by its sacrala~. heraby ratifying and confirming all that tha said AUOrnay(s/,ln.Fact may do In tha pramlsas. This
~~~~:n~eA~~e~~s .e~~~~:~~ :aro"~~:~o ad pursuant to and by authority granted by Sactlon 7.07 0 the By-Laws of the American Slates
"The ~harrman 01 the Board. the President or any Vlce.Presldent shall have power, by and with the concurrence with the
Sacratary or any Assistant Sec,atary 01 the Corporation. to appolnl Rasldanl Vlce.Prasldenls, Reslden' Assistant Sacratarlas
~~~:,t~r~l~.Far~II~~~~~;~~~:~r~~ng~:Fc::.II~~p~:Yi~~~~~ ".i~ge",f,:~I~~~~ :~~I~~~ g: ~;~ g,a:~~~t~ ~r ~~~~~.~.~
IN WITNESS WHERfFoF. Amerlesn Ststaelnsurance Compsny has caused Ihesa presents to be slgnad by Ita Vlca.P,asldanl, auastad by its
Assistant Secretary end its corporete seal 10 be heralo affl.ad this
1 :>t.h
day 01 ApT'11
A.D. 19 L
(SEAL)
ATTEST'
*'
STATE OF INDIANA } SS.
COUNTY OF MARION .
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......I1.nl VICe.P,.alCIent
///LL
"""Iane Secl.t.a'Y
On Ihls 12th
A'pril
I A.D.. 19--B3-. before me porsonally camo
day 01
A1anson T. Abel . to ma known. who
baing by me duly sworn. Acknowladgad the e..cullon al tho oboYo Instrument and did dopo.e and ..Y: Ihat he I. a Vles.Presldant 01 American
~~":,a~~~u~n~~:neagri~~ob':,~~~~~~~~~~ o~fO~~I~~;'~~U~~I~:.'de r,:':.1 ~~I'~~~h~I:"~~~~'l'~~~t~" ~~g~r~~r~~\~~~~:t~t=~
A1anllon T. Abp.l lurther sold thst helsacqualnled wllh ThnmRH M. Ohp.,. Indknowshlmlobethe
"""lllsnt Sacretl~~1 ~fflgll~~ a~~~~~ls a..cutod 'ha above Inslrumont. .k
February 14, 1984 ~ ~ ~
M Comm!.1tOn Eaplla, . P
STATE OF tNDIANA } 'SS' .
COUNTY OF MARION .
I, ThomA II M _ Oh P.!::---, Iha ASllltlnt Secretary 01 AMERICAN STATES INSURANCE C:OMPANY. do h.,e~ certlly Ihat
1~~~I\'f~1u~ln~:~~~~~~e~l~rue end correcl copy 01 a Power 01 Allorney, e.louted byllldAMERICAN STATES INSURANCE COM ANY, Which
INS~~N~~lg~::p~~Y~~~~I~~dl~e~~:l: lacllmlle under Ind by Ihe luthorlty 01 SectIOn S.03 of thl By.Law. 01 AMERICAN STATES
"All pollclel end olher Inltruments ollnlurlnce IllUed by lhe Corporlllon Ihall be Ilgnacl on behlll ollha Corporltlon by the
prelldanl or a vlce-prelldent end Ihl IIcrellrv or In 1..lltonl eacrellry. whole IlgnltU'.., II thl Inllrumant II duly
counterllgned by an aUlhortzed reprolenllllva 01 the Corporltlon, mlV be '"celmllel. Such Ilgnllure. Ind Ilulmllellharaol
Ihlll be euthortzed Ind binding upon .he Corporlllon notwl.hsllndlna the rlct thl' Iny luch 01l1c8, Ihlll hive celled 10 be luch
olllc8r lithe lima IUch policy or othar Inllrumenl 01 tnlurlnce Ihlll hlvl been aclullly IIIUGd by the Corporllli1 .
In wUna..wheraol, 'hove hereunlo let my hsnd and alll.ad Ihuellol.lld Corporation, thll , /?m dayor ~ L
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PROPOSAL
TO: THE BOARD OF JEFFERSON COUNTY COMMISSIONERS
JEFFERSON COUNTY COURTHOUSE
1820 JEFFERSON STREET
PORT TOWNSEND, WA. 98365
THIS CERTIFIES THAT THE UNDERSIGNED HAS EXAMINED THE LOCATION OF
UPPER HOH ROAD, COUNTY ROAD NO. 914207, IN JEFFERSON COUNTY, M.P
0.33 TO M.P. 1.80, STA. 17+50 TO STA. 95+00,
AND THAT THE PLANS, SPECIFICATIONS AND CONTRACT GOVERNING THE WORK
EMBRACED IN THIS IMPROVEMENT, AND THE METHOD BY WHICH PAYMENT WILL BE
MADE FOR SAID WORK IS UNDERSTOOD. THE UNDERSIGNED HEREBY PROPOSES TO
UNDERTAKE AND COMPLETE THE WORK EMBRACED IN THIS IMPROVEMENT, OR AS MUCH
THEREOF AS CAN BE COMPLETED WITH THE MONEY AVAILABLE IN ACCORDANCE WITH
THE SAID PLANS, SPECIFICATIONS AND CONTRACT, AND THE FOLLOWING SCHEDULE
OF RATES AND PRICES:
(NOTE': UNIT PRICES FOR ALL ITEMS, ALL EX'.1'ENSIONS, AND TOTAL AMOUNT OF
BID SHALL BE SHOWN. ALL ENTRIES MUST BE TYPED OR ENTERED IN
INK. )
I J:TEM I PLAN I J:TEM i PRJ:CE PER UNIT I TOTAL AMOUNT I
l-~~:l--~~~~:~--l-------~~~~~~~~~---------I----~~-~--l---~~~--I
11 I LUMP SUM I MOBILIZATION , LUMP SUM I/~. 0(') I
I----I------------I---------------------------,~;-------------I------~-l
" 2,' 5.5 ,'CLEARING AND GRUBBII~G " 1),3'10.00 II ),.q 370. cJO I,
ACRES PER ACRE I
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I 4 I 18,000 I ~~~~~~~N~X~~~~TION ,AT .2.. '-0 I 3~~oO. 0>0 I
I----!---:~:-:~:--l---------------------------!:~~--:~:-~~:---l------------I
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*_ SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE
RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHAl~ BE
INTERPRETED AS CENTS.
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I NO. I QUANTITY I DESCRIP'l'J:ON I DOLLARS * '. DOLLARS ,
1----1------------1---------------------------1--_____________1____________1
I I UNSUITABLE FOUNDATION I AT I
1'5 I 2000 I EXCAVATION INCLUDING 1 LI. 70 I ~'fOO. 00 I
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I BORROW EXCAVATION I AT
I 6 1 2000 I INCLUDING HAUL I 5'. G 5' 1I1, 300. 00 I
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1 7 I 20,000 I EMBANKMENT COMPACTION I . (;.61 13/000.00 I
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I 8 I 17.5 ,I QUARRY SPALLS ,I .JS-. 00 I, " I)... . .s-(J I
TON PER TON
/----1------------1---------------------------1---------------1------------1
I I I PLAIN ALUMINUM CULVERT I AT I I
,9 I 50 , PIPE 0.060 IN. TH. I (~.IO, 80S-.CTO I
LIN. FT. 18" DIAMETER PER LIN. FT.
1----1------------1---------------------------1---------------1------------1
I 1 I PLAIN' ALUMINUM CULVERT I AT I I
, 10, 198 I PIPE 0.075 IN. TH. I .2.:3 . 00, l(S"S"'f. 00 I
LIN. FT. 24" DIAMETER PER LIN. FT.
1----1------------1---------------------------1---------______1____________1
I I I PLAIN ALUMINUM CULVERT I AT I I
,ll I 136 , PIPE 0.105 IN. TH. , L13.00 I 58'1P:.oO ,
LIN. FT. 42" DIAMETER PER LIN. FT.
ll----II.------------,II~;;;~~;~~-~;~~~~;;~;------ll~;-------------'11------------"
12 334 CLASS B 11.00 gc'71j. c;o
I I CU. YD. I INCLUDING HAUL 'PER CU. YD. I I
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I 14 9350 I (TRUCK MEASURE) I 5". (;,~ 5'~ ~ 27..5D I
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I CRUSHED SURFACING TOP AT
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INTERPRETED AS CENTS.
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I 1.6 1 4100 I PAVEMENT CLASS B I 'td. 00 I I ~ ~ ~.,
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I 1.8 1 4.5 I AND MULCHING I iO 5'"0. 00 I Lf7)..s' . ~ I
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1 1.9 I 7650 I TEMPORARY STRIPING I . (} 3 1 :;2.;).. '1 . b"0 I
I____I__~:~:_~::__I______---------------______I:~~__~:~:-~::--,------------I
J " 'AT' I
1 20 I 46,000 I SPECIAL PAINT STRIPE I . 10 I t./r. QO. O<J I
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1 21 I, 1.1.0 I, TYPE 2 I :If'O .0-0 I 3o'? 00 I,
HUND. PER HUND.
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I 22 1 LUMP SUM 1 PERMANENT SIGNING I LUMP SUM I % 7 6 . 00 I
I----I------------l-~~;;~~;~~-;~~~;;;--------I~;-------------1------------1
I 23 I 200 " TRAFFIC CONTROL I ~ ~ . ~() I 53CJO. ero I,
HOUR PER HOUR
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HOUR PER HOUR /
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I I CONSTRUCTION SIGNS . ,AT 1 I
, 25 200 CLASS A 1..( . ,,0 I 1!OO. C/O I
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RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE
INTERPRETED AS CENTS.
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'NO.' QUANTITY' DESCRIPTION I DOLLARS * I. DOLLARS I
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I 27 1 LUMP SUM I TRIMMING AND CLEANUP I LUMP SUM I 1.5""00. 00 I
EACH I
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I 28 I 12 I PAINTED DRAINAGE MARKING I . 3.60 I 3(.. 00 I
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COH'l'RAC'l'OR'S DECIA"tATION OF OPTION FOR MANAGEMENT OF
STATU'l'ORY RETAINED PERCENTAGE
A. I hereby elect to have the retained percentage of this contract held
in a fund by the OWner until (30) days following fina1 acceptance
of the work.
Date
signed
B. I hereby elect to have the OWner deposit the retained percentage of
this contract in an interest bearing account, not subject to
withdrawal until after final acceptance of the work.
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Signed
c. I hereby elect to have the OWner invest the retained percentage of
this contract from time to time as such retained percentage accrues.-
I hereby designate
the repository for the escrow of said funds.
l: hereby further agree to be fully responsible for payment of a11 costs
or fees incurred as a result of placing said retained percentage in
escrow and investing it as auth~rized by statute. The OWner shall not
be liable in any way for any costs or fees in connection therewith.
as
Date
Signed
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NON-COLLUsrON AFFIDAVIT
* STATE OF WASHINGTON
** COUNTY OF
ss
CLALLAM
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I, the undersigned, an authorized representative of BRUCH & BRUCH.
*** CONSTRUCTION. rNC. being duly sworn, deposes and-
says that the person(s), firm, association, or corporation has
(have) not, either direct1y or indirectly, entered into any
agreement, participated in any co1lusion, or otherwise taken any
action in restraint of free competitive bidding in connection with
the project for which this proposa1 is submitted.
I. further acknowledae that bv sianina the DroDosa] s~~~:ture pa9B
of the DroDosRl. I am deemed to have sianed and have ____ed to the
~sjons of the noncollusion affidavit.
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* rf notarization of proposal takes place outside of Washington state,
DELETE WASHINGTON and enter appropriate State.
** Fill in county where notarization of proposal signature takes place.
***Fi1l in firm name.
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PROPOSAL - COHTXHUED
The bidder is hereby advised that by signature of this proposal he/she.
is deemed to have acknow1edqed all requirements and signed a11
certificates contained herein.
A proposa1 guaranty in an amount of five percent (5') of the tota1 bid.
based upon the approximate estimate of quantities at the above prices
and in the form as indicated be1ow. is attached hereto:
CASH
o III ~ AKOUIIT OF
o DOLLARS
o ($ ) PAYABLE 'l'O THE COUNTY TREASURER
IX! III ~ AKOUIIT OF 5' OF THE BID
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CASHIER'S CHECK
CERTXFJl:ED CHECK
PROPOSAL BOND
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**Receipt is hereby acknow1edqed of addendum(s) no.(s)____,____.____.
SJ:GIIATORE . OF AU'l'HORXZED OFF
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FJ:RJI IIAIIE BRUCH &
(ADDRESS)
Port Ange1es. WI. 98362
Signed and sworn to (or affirmed) before me on
f 1) CLLVl 9_ ~4 c.&--b->-
NO~ PUBLIC
() fA.< L I g / qg9
Date
My appointment expires
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Note:
(1)
(Seal or Stamp)
~his proposa1 is not transferable and any alteration of
the firm's naDe entered hereon without prior permission
from the County commissioners will be cause for consider-
ing the proposal irregular and subsequent rejection of the
bid.
Please refer to section 1-02.6 of the standard specifica-
tions. re: -Preparation of Proposal.- or -Article 4- of
the Instructions to Bidders of building construction jobs.
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Specifications'
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UPPER HOH ROAD
COUNTY ROAD NO 9.14207
PROJECT" NO CR0749
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EX739-892
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CONTRACT BOND
JEffERSON COUNTY. WASHINGTON
KNOW ALL MEN BY THESE PRESENTS:
That "BRUCH AND BRUCH CONSTRUCTION. iNC of;
PORT AN(;FI Fe; WAe;~TNr:TnN . &s Principal. and 1\Irerican States Insurance fXJ.
. IS Suret.v. are Jo1ntl.v and severs11.v hef,'
and bOlolnd IoInto the COUNTY Of JEffERSON. the penal sua of FOUR HUNDRED
THIRTV-FIVF THOllSANn SIX HtlNnR~n FntlQTV nNi=' ~Nn 4nl1nn___
___________'-_______________"'Oollars ($435.641 40 ). for the pllyment of which
we jo1ntl~ and severall.Y bind ourselves. ololr heirG. eaecloltors. ada1n-
1strators. and assigns. and suc~essors and assigns. firml.v b1, these
presents .
The condition of thts bond is such that WHEREAS. on the
dAl of . A.D.. 19_. the said BRUCH AND BRUCH CONST TNC.
Principal herein. eaecuted a c.rtatn contract with the Count1 of
Jefferson. b1 the terms. conditions and provisions of which ~ontract
the sAtd pDII/"I.1 fttJn "Dllru rntlC:T . Hlr . Principal herein. agrees to
furntsh all .atert.ls and do certlin work. to-wit: That the satd
Principal herein will undertake and complete the following described
work: UPPER HOH ROAD. CR0749
in Jefferson Count.v. Washington. between StaUon 1B+50.00 'and
.Sution 95+00.00 . as per IDIPS. phns Ind specificaUons .ade a part
of satd contract. which contract as so executed. is hereunto attached.
And is now referred to and b.v this reference is incorporated heretn
and IDAde a part hereof &, fu11.v for .,1 purposes a' if here.set forth
at 1en9tlt~
HOW. THEREfORE. if the Principal herein shan fatthfull1 and
trul~ observe and compl1 with the terms. conditions and provisions of
satd contract in all respects and shall well and tr~ly and fully do
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American States Insurance Company
INDIANAPOLIS, INDIANA
GENERAL POWER':lF ATTCOlRNEY
KNOW ALL MEN BY THESE PRESENTS. that American StaSes Insurance Company. . Corporation duly organized and existing under the laws of the State
of Indlana. and having its principaJ office in the City of lndianapoIis. Indiana. hath made. conStituIed and appointed. and ~ by these presents make. constitu1e
.nd "l'poin' W. E. Reinkin2
of Bellevue and Slate of Washin2ton
its true and lawful Altomey(s)-in-Fact. with full power and authOrity hereby conferred in its name, place and stead. to 'Ilxecute, acknowledge and
deliver any and all bonds. fecognizances. contrKIs of indemnity and othm' condttional or oblagatory undertekings, provided. however.
the penal sum of anyone such instrument executed hereunder shall not exceed
One Million Dollars ($1,000,000.00)
and to bind the COrporation thereby as fuU)' and to the same elCtent as if such bonds were signed by the President. Haled with Iho common seat of the
Corpor..tion and duly attested by tts Secretary, httfeby ratifying and confirming all thai the said AnorneY(sHn-Fac! mil)' do in the prntus. This Power of
Attorney is exC'cuted and may be revoked pursuant to and by authority granted by Section 7.01 of the Br-Laws of the American Stc.tes In::urance Company.
which reads as follows:
..Ttle ehainna" of the Board. the PrMldent or any Vice-President .han have power. by and with the concune-ftOe with the Secretary Of any
ADistant Secretary at the Corporation, to appoint AMidenl VCiH'residents. Resident ~i:1an1 Sectelaries and Attorneys.-Cn-F1ld as the busineu
of the Cofpotadon may requite Of to aU!hofiu anyone of such persons to elCctcute, on bq,hatf 01 the COrporation. any bonelli, recognizances.
stipulations and undertakings, whether bV way of surely or O1herwise"
IN WITNESS WHEREOF, American Slates Insurance Company has caused these preoonls to be signed by its Vtc.PJesidellt. attested by its
Assistant Secrelllty lInd its corporate sear 10 be heroto affixed this 16 t h day of Fe b ru a rv
A.D. '9~
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AnEST:
AMERICAN STATES INSURANCE COMPANY
By ~~/ ~ '/. )~J;"
Second Vice.fl'resldanl
STATE OF INDIANA } GS
COUNTY OF MARION
On this
16th
. .0..0.. 19.J!L. bel"" nil pIfSOftIIly came
day of
Februa..-y
Joseph F. Heim . to nil k_.';"'O
~C:~:~::i~~I~:~~:~~~:f:t.:atl~e~=':'~::t~:C:~:#=:I:~:a=::=r~:u~h::~::::t:.~: :::~~:'~";
of the Board of Directors of uld Corporation; and that he Ilgned his name ther.lo unar Itko .uthorily. And Aid
Joseph F. Heim 'u,,"',uldlh.''''''.cqualnltelwllh Gilhert: TJlyln.. __hlmlObetllt
.....to..", Secr....y 01 tald COfJlOtIIlion: and thl1 hi ...cuted tilt _ .....,_. ~ _
MY COMMISSION EXPIRES 7?'&~ ~..-/
DEeEM'8~<>l99e. .....ryP..bhc
STATE OF INOIANA }
COUNTY OF MARION SS
I. Gilbert: Taylor . 'hi A..I...nl Secr...ry 01 AMERICAN STATES INSURANCE COMPANV, do n.my CI,,1fv 11111
''''._.nd fO''Ilolng II . "... .nd corrtclcopy 01. P...., of AUo,ney, ..teul8d by uld AMERICAN STATES INSURANCE COf,IPANY. ""'1<:1I It It.II
tn force and effecl,
Thl. Certlllcal' mty be .Igntd .nll .._ by ftcslmll. undo,.nd I>)' 'ha ....hority 01 Stellon 8,03 01'''' By-l.aws 01 AMERICAN STATES INSURANCe
COMPANY whlcl1 .."'. II ,..._:
"All pollel.. Ind ...he, 'n.....me",. oI............It.ued by ,he Corpof.lion .hall "" tigntd on _.11 011'" Corporollon I>)' Iht pr._ 01 . _.
pr..ld.n' .nd tilt .......ry 01 ... ..":lAn1 MC'tltry. _ .Ign....'... If \hI 1n..,_'1t duly counllftlgntd by an ...._Iz... __..... of
lhe COt'potalion. may be fac"mnlel. Such ligwur'l and I.call,ul.. lhereof lhall be .ulhorilld and blndlng upon the CorporatIOn notwfth...ndtng
:=:u~-: b,;::.:=.:,r lhall hive ~.Md to be luch oUtcet at the "mil auch polley or other "'ltrument of 6nauranc4t .haft hi'" been ectuany
In wa -.... t hlv. hlreu",o III my "'net.nd aff,,"tel I'" Mal 0' tald Co'llOl"ion,lhlt a dty of ~
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KNOW ALL MEN BY nESE PRESENTS. .That. we,
Bruch & Bruch.Construction Inc of
Port Anqeles. 'WA
as prlnclpal,'and the
Jlm~r; t"";:!In ~+-.::I+-Clot:: TY"aC'.....~....<:"O CoAf"::nil~. I a corpor-
ation dulV organized under the laws of the stata of
Indiana . and authorized to do business In the State of
Washington, as aurally. ore held and firmly bound unto the
County of Jefferson In the full and penal sum of five (5) per
cent of the total CllmC\3nt of the bid propo.al of sold princIpal
for tha woric: hereinafter described. for the payment of which,
well and truly to b. made. wo bind' our heins, executo"'.
. adminlstrato,.. and osslgn5. and successors and asslgn8,
firmly by the.e presents,
The condition of this bond Is &uch, that wherealS th.
principal herein I. herewith submitting hla or Its sealed
proposal for the following highway construotion, to wit:
Upper Hoh Road - Project No: CR0749
.oid bid ond proposal, by reference thereto. being made a
part hereof.
I
NOW. nEREFORE. If the .ald proposal bid by sold
principal b. cecepted. and the contract b. award.d to .ald
principal. and If sold principal .hall duly rno1ce onc:I enter Into
and execute .ald contract CncI shall fumlsh bond as required
by .Jefferson County within a period of twenty (20) days
from and ofter said award. exclusive of the day of such
award. then thla obligation ahall b. null and yold, otherwl.e
.;.'. It shall remain ond be In full force and effeot.
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GENERAL POWER OF ATTORNEY
American States Insurance Company
INDIANAPOLIS, INDIANA
KNOW All MEN BY THESE PRESENTS. \tIalAmerican Slales _ Company, 0 Corpor.I;on duty org.niZed .nd elUsting under Iha
lows ollhe Stale oflnditna. arnl having i1S p<inciptl ollice In the Cdy oflndillnapo/iS,lnditno, halh ""de, constituted and .ppoinled, .nd does br
these presents make. constitute and appoint
JEANNE HAGEL
01 Toledo .""Stateof Washington
Hs 'rue and lawiul AttOfney{sHn.FaCl. with full power and autholity hereby c::onfe"ed in its Mme, place and Slead. to ..ecute, adLnowledge and
deliver any and all bonds. recogniZances. contracts of indemnity and other conditional or obligatory undertakings. -'Provi ded ,
/ . .
howeve-. that the p~n8] sum o-r A'IY onp fitu"!h 1nf:;.'t:T"umpn1': pyp,..u+pn
hereunder shall not exceed Twn Hllnd..ed F1f"ty 'I'hnll",..nr'l nn11".." (!t::>5o,nno.o
and to bind 'tie Carpalallon thereby as fully and to the same edenlas if such bonds wer, Signed by the President sealed wllh the common Hal of
the Corporal1on IInd duly !lU~5'ed by jts Secretac2:' hereby rat;tying and confirming all that the said AllorneJ{stin-Fact may do in the premises, Thi~
~~~~~~eA~~e~~~.e':f~er~:~ :alc.::~:~ ed pursuanllO.nd by authorjty granted by Section 7,0 0 the By.Laws of the American States
.'The thalfman of the Board. the Presidenl Of any Vice-President ahall have power. by and with the concurrence with the
Secretary or any Assistanl Secrelary of the Corporation. to appoint Resident Va,Presidents. Reside"1 Assislant Secretaries
end AIIDfnevs.in-Fact as the business 01 the Corporation may fequire or 10 authorize anyone 01 such persons to eaecute. on
INvrrr~~~~~~~~~~~=:.'~~~~~~=,I\I':'~I:1:~~:x..~~~W'~~p~;~':n'r'~;'lIeelb)'ns
Assistant Secretary and its corporate Hal 10 be hereto affixed lhis
1 ::>th
ApT'11
d.yo'
".0.19 ~'
(SEAl)
ATTEST' . -~
STATE OF INDIANA } SS.
COUNTY OF MARION .
:~r~
AM4Ial'll VICe.,.,...".
/ULL
A&~~ry
On thl. 12th
Anri1
, ,.. 0.. 10-B.3..-, bolor. me per&orl8l1y came
day of
Alanson T. Abel ,lomoknown,whC)
""ng by me duly sworn. ad<nowtedg<fd lho ..""",;on nllIe'- ....._ and did dflpoae.nd ...y; IhIII ho II. V...,p.._nl 01 Amarlcan
:'~J.=u~":1~:li:::.::,e.~~'J.=ol~J.t~~~==I:':"='1v~~~'=~.:~,~~~~:~II::~
Alanson T. Ab~1 IUflhoraaldthal...lucqu.lnladwllh Thom"" M Oh....
Ani'lanl Se.101'fYl~1 t!ffiXf1~gl~ '~mwES .'OCUItd Iha -.............. I J
February 14, 1984 ~/ ~
1/., ~......1.apteI po
6TATE OF INDIANA } SS' '
COUNTY OF MARION .
.nd knows him 10 lit I'"
~
I, Thomll" M. Oh..,. ,...Altlsl."UI....8laryolAMERICAN6TATE6INSURANCE(".()MPANY,do"'''~C41I\IlrINlI
~~I~~ln~~,~~::.~r....nd corrlCl CIlProla _0' _y...OCUItdbr aaid AMERICAN STATES INSURANCE COM ANY. MIlCh
'NSJ"~~E"=p~y':t.~:.':s':'.~:"'='--"" undet and !Iv'" a'*'"'r 01 StcIion 1M 01.... By.laWl 01 AMERICAN STATES
"All policlel and other Inllrurnanll olin.......... Iooutd!lv'" CoIpOratlon &htlI bo tlgnoNl on _II 01.... Corpor.tIon br....
pr.lld.n. or . vIce.pr..,denl .nd ... aacraltry or ... u_ .......1)'. __ tianttur.., II .... Inllrumlnl II duty
counltrslgntd by .n .uthorlz.d ..pr...nlaliW"'" Corpor.tIon,....y bo f'_I. SuCh oigntl......nd IICIImIIH ",r801
.hlll lit .uthorlleel Snd binding upon.... Corpor.,;on noowlIhIl8nd1na .....C1 thaI any oucI1 oll",,' .haU hava ea.YIl 10 bo ouch
oll...r .1 .... \lmt IUdI poItqr or other InIt_ 01_...... ..... ..... - _oy - br \ht CorPD'aUon)1 ,
Inwllnotllwhe'aol,l...v.ha..untoaalmyhtndandtfl..tcl......slolaaldCotpor-,1hl1 I [?Tl.l cltyol u.{J!1f L
A.D., to$-. ~ /)
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PROPOSAL
TO:
. .
THE BOARD OF JEFFERSON COUNTY COMMISSIONERS
JEFFERSON COUNTY COURTHOUSE
1820 JEFFERSON STREET
PORT TOWNSEND, WA. 98365
THIS CERTIFIES THAT THE UNDERSIGNED HAS EXAMINED THE LOCATION OF
UPPER HOH ROAD, COUNTY ROAD NO. 914207, IN JEFFERSON COUNTY, M.P
0.33 TO M.P. 1.80, STA. 17+50 TO STA. 95+00,
AND THAT THE PLANS, SPECIFICATIONS AND CONTRACT GOVERNING THE WORK
EMBRACED I:N THIS IMPROVEMENT, AND THE METHOD BY WHICH PAYMENT WiLL BE
MADE FOR SAID WORK IS UNDERSTOOD. THE UNDERSIGNED HEREBY PROPOSES TO
UNDERTAKE AND COMPLETE THE WORK EMBRACED IN THIS IMPROVEMENT, OR AS MUCH
THEREOF AS CAN BE COMPLETED WITH THE MONEY AVAILABLE IN ACCORDANCE WITH
THE SAID PLANS, SPECIFICATIONS AND CONTRACT, AND THE FOLLOWING SCHEDULE
OF RATES AND PRICES:
UNIT PRICES FOR ALL ITEMS, ALL EXTENSIONS, AND TOTAL AMOUNT OF
BID SHALL BE SHOWN. ALL ENTRIES MUST BE TYPED OR ENTERED IN
INK. )
i ITEM i PI.AN i ITEM i PRICE PER UNIT i TOTAL AMOUNT "
NO. QUANTITY DESCRIPTION DOLLARS '" DOLLARS
1----1------------1---------------------------1---------------1------------1
I 1 1 LUMP SUM 1 MOBILIZATION I LUMP SUM 1 I~. eX:> I
l----I------------I---------------------------I~;-------------I------~--I
I 2 1 5.5 1 CLEARING AND GRUBBING 1 6;3'10.00 II ""',370; 00 "
ACRES PER ACRE
I----I------------I-;~~~i;~-;~;~~;--------I~;-------------1------------1
.I-:--I--~;~~:~:--I-;-~;;;;:E;c;,;;;;~-------- ~--~~~~~~I---~~~~~~-I
l-:--l---~~::~~:--!-:::~:::::-:::~------------,~~--~:~~~~-I-~~~~:::~:-!
(NOTE:
"'- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE
RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE
INTERPRETED AS CENTS.
3
BRUCII .. BRUCH CONSTRUCTION, INC.
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i :ITEM i PLAN i :ITEM i PRICE PER UJUT i TOTAL AMOUNT i
I NO. I QUAHT:ITY DESCRIPTION" I DOLLARS. I" DOLLARS
'---------------~I-~;~i;~;~;-;~~~~;i~;-----,~;-------------,------------1
1'5 I 2000 I EXCAVATION J:NCLUD:ING I Lf. 70 I '7/100.00 I
I--~-I--~~:-~~:---I-~;;~;-~~~~~~;i~;---------I~~--~:-:~:---I-~----------I
I 6 I 2000 1 :INCLUDING HAUL 1 s. GS 11/,300.00 I
I----I--~~:_:~:---I---------------------------I~;~--~~:-:~:---I------------I
I 7 I 20,000 I EMBANKMENT COMPACTION I . (;.5' 1/3/006. 00 I
I----I--~~:_:~:---I---------------------------I~;~--~~:-:~:--~I------------I
I B I 17.5 I, QUARRY SPALLS I ..3$". 00 I c. I;L . S-O
TON PER TON
I----I------------I-;~i;-~~;;i;;;-~~~~;;;----I~;-------------1------------
19', 50 'IPIPEO.060IN.TH. I 1(,.10', 865"'.cx)
LIN. FT. 18" DIAMETER PER LIN. FT.
I----I------------I-;~i;-~~~i;;;-~~~;;;----I~;-------------1------------
110 1 198 1 PIP'E 0.075 IN. TH. 1 .:1.3.00 I l{S"S"I{. CO
I----I--~~~:_~::__I_~~:_~:~~:~~--------------I~~~--~~~:-~::--I------------
I' , PLAIN ALUMINUM CULVERT AT I ,
, n 1 L:I~~6FT. I :~~ED~~~~E~N. TH. IpER L;'~;'::'O 1 5'B'/~.o() I
1----1------------1---------------------------1---------------1------------1
I I I STRUCTURE EXCAVATION IAT I I
112, 334 ,CLASSB ,11.00, E{;.7'1.o<'
I----I---~:-~~:--I-~~;"~~~~~-;;;-------I~~--~:-~~:---I------------1
l-~:-l--~~~~:!~:--i'-::::-:::::::--------------!~~--~~~~~~~_,l--~-~~-:-~~-l
I" GRAVEL BASE AT ,
l-~:-il---~~~:!~:--l-~::~::-::::~::~-----------l,~~~--~:~~~_~il-~~~~~:~-l
CRUSI'lED SURFACING TOP AT I
-~:-I--~-~~:---- -::~:::--------------------I~~~--~~~-~~~-I~:-~~~~:-l
.'
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.- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE
RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE
INTERPRETED AS CENTS.
4
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, XTEM I PLAN I XTEM I PRXCZ PER UNIT I 'l'OTAL AMOUNT I
1 fiO. I QUAN'J'X'l'Y I DESCIUP'l'XON . I . DOLLARS. I. DOLLARS 1
1----------------l-;;;~;-~;~;----------I;;-------------1--l~~~1
116 1 4100 I PAVEMENT CLASS B I .tfo. 00 1 /6v~. ~,
I----I----~~-----I---------------------------I;;~--~~-------1------------1
117 1 310 I WATER 1 />- <JO I t"5"O.oO 1
I----I---~~~~:_--_I_--------------------------,~~--~~~~:-----I------------I
1 ' SEEDING. FERTILnING 'AT I I
I 18 1 4.5 1 AND MULCHING 1 ~OS-O. 00 1 Lf7).~. CJ() 1
I----I---~:~~-----I---------------------------l~;~---:~:----~-I------------I
1 19 I 7650 1 TEMPORARY STRIPING 1 .03 1 ;:z.:t'1.!)O 1
I----I--~~~:-~::--I---------------------------I~;~--~~~:-:::--I------------I
1 20 1 46.000 1 SPECIAL PAINT STRIPE I . I 0 1 tf <; 00. c.a 1
l----I--~~~:-~::--I-~;~-~;~;---------------I;;~--~~~:-:::--1------------1
1 21 1 1.10 I TYPE 2 1 :ua. 00 1 30<6'.010 1
I----I---~~~~:----I---------------------------I~:~--~~~:-----I------------I
1 221 LUMP SUM 1 PERMANENT SIGNING 1 LUMP SUM 1 ~ 70.00 1
1----1------------1---------------------------1---------------'------------,
I 1 CONTRACTOR PILOTED AT 1 1
I 23 1 200 I TRAFFIC CONTROL I:J. ~ . s-o 1 S'"3ov. era "
I , HOUR PER HOUR
I-::-I---:;;;-----I-:::;:::-:::::::-:::::-----I:::--:~~:=~-I--;~~;::::~I
I----,-~C-~-------I---------------------------I---------------,------------,
1 1 1 CONSTRUCTION SIGNS , AT 1 1
I 25 I 200 CLASS A '.2. 00 1 1'1':'0. CJO I
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*- SHOW PRXCE PER UNIT IN FIGURES ONLY. FIGURES WRIT'J'EN '.1'0 THE
RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE
INTERPRETED AS CENTS.
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I_~~: I__~~~~~__I_______~~~~~~~_____.:.___I__:.._~~_~__I.___~~__I
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I 27 I LUMP SUM I TRIMMING AND CLEANUP I LUMP SUM I {.s-aO. 00 I
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I, 28 " 12 I' PAINTED DRAINAGE MARKING I . ..3.00 I 3(.. 00 I
EACH PER EACH
1----1------------1---------------------------1---------------1------------,
I CONTRACT 'J'OTAL $ Jj?} ~.. J. I () I
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*- SHOW PRICE PER UNIT IN FXGURES ONLY. FXGURES WRITTEN TO THE
RIGHT OF THE DOT (DECIMAL) XM THE PRICE PER UNIT COLUMN SHALL BE
XNTERPRETED AS CENTS.
6
BRUCH ~ BRUCH CONSTRUCTXON. XNC.
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CON'.I'RAC'1'OR'S DECIARAT:IOH OF OP'l':IOH FOR KAHAG~ OF
STATUTORY RBTAl:HED PERCENTAGE
A. :I hereby elect to have the retained percentage of this contract held
in 8 fund by the Owner until (30) days following final acceptance
of the work.
Date
signed
B. :I hereby elect to have the OWner deposit the retained percentage of
this contract in an interest bearing account, not subject to
withdrawal until after final acceptance of the work.
"
Date
signed
c. :I hereby elect to have the Owner invest the retained percentage of
this contract from time to time as such retained percentage accrues..
NORTHWESTERN NATIONAL BANK Port Angeles Branch
:I hereby designate PO Box 2028 Port Anqeles. WA 98362 as
the repository for the escrow of said funds.
:I hereby further agree to be fully responsible for paYJllent of all costs
or fees incurred as a result of placing said retained percentage in
escrow and investing it as authorized by statute. The OWner shall not
be liable in any way for any costs or fees in connection therewith.
Date 1 May 1989 Signed ~lu.lu.J1AJ ~
~n~-i~~~U~. -BrUCh, President
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RON-COLLUSION AFFJ:DAVJ:T
* STATE OF WASHINGTON
ss
"'. COUNTY OF
CLALLAM
~, the undersigned, an authorized representative of BRUCH. BRUCH
"'** CONSTRUCTION. INC. being duly sworn, deposes and,
says that the person(s), firm, association, or corporation has
(have) not, either directly Dr indirectly, entered into any
agreement. participated in any collusion, or otherwise taken any
Bction in restraint of free competitive bidding in connection with
the project for which this proposal is submitted.
Y. further acknewledae that bv sianin9 the pronesal si9nature DaDe
of the nroDosal. I em deemed to have sianed end have screed to the
provisions of the noncollusion affidavit.
i:.';.
. :If notarization of proposal takes place outside of Washington state,
DELETE WASHINGTON and enter appropriate state.
.* Fill in county where notarization of proposal &iqnature takes place.
*."'Fill in firm name.
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PROPOSAL - CONTINUED
The bidder Is hereby lIeSviselS that by signature of this proposal he/she.
:1.5 deemeeS to have acknowlelSgeeS all requirements aneS signed all
certificates containelS herein. . .
A proposal quaranty in an amount of five percent (5') of the total bid,
based upon the approximate estimate of quantities at the above prices
and in the form a6 inlSicatelS below, Is attached hereto:
CASH 0 Di 'rIlE AMOUNT OF
CASHIER'S CHECK 0 DOLIARS
CERTl:FIED CHECK 0 ($ ) PAYABLE "1'0 'l'HE COUNTY ".l'REASURER
PROPOSAL BOND (iJ XII '!'HE AMOUHT OF 5' OF 'l'HE Bl:D
3.
..Receipt Is hereby aclmowledgelS of addendum(s) no, (s)_._._-
(ADDRESS)
Port Ange3.es. VA 98362
Signed and sworn to (or affirmed) before me on
f J) CLL.fI\.o. ~o(A. ~
NOT PUBLIC
My appointment expires (n - a 0 - q ~
(1 f \.( e - I R 19,?'i
Date
, \
Note:
(1)
(Seal or stomp)
~his proposal Is not transferable aneS any alteration of
the fira's naae entered hereon without prior permission
froll t.he County Commissioners will be cause for consider-
ing the proposal lrrellU1ar aneS subsequent rejection of the
bid.
Please refer ~ aectlon 1-02.~ of the atandard specifica-
t.ions, re: .Preparation of Proposal,. or "Artlcle 4" of
the InstructIons ~ Bidders of bulldin9 constructIon jobs.
(2)
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COUNTY OF JEFFERSON, STATE OF WASHINGTON
BID TABULATION
------------------------------------------------------------------
PrDjett: Upper Heh Read, CR0749
1 BRUCH AND BRUCH CONST,
ENGINEER'S ESTIMATE 122B HIGHWAY 101 W,
: PORT AN6ELES, VA
9S362
IDELHUR INDUSTRIES, INC,
IP,O. BOX 1116
IPORT ANGELES, WA
19B362-20I
I I I I
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iiTEn:--TDTAL---ruijiT-T---------------iTEr---------------:----------1------------ :----------r--------- : ------------T------------ ;
INO, IOUANTlTY I :UNIT PRICE 1 TOTAL :UNIT PRICE 1 TOTAL IUNIT PRICE : TOTAL
: ____: ----------1------: ----------..-------..----------------: ---------1----------: -----..-----; ------------1 ~-::-~-------: ----..-------:
I 1 I 1.0 I loS, IMuBILIZATION : $47,965,06 : $47,965,06 I $19,500.00 I $19,500,00 I '$11,000,00 I $12,000,00 1
: LUMP SUM I : LUMP SUM I I LUMP SUN I I LUnp SUM I I
1---- : ---------- : ------ : ------------------------------1---------- ; -------...---: ---------- 1---"--"--- : ------------ : ---------..-:
: 2 I :;,5 IACRES ICLEARING AND GRUBBING
1 ACRES
I $3,000,00 1 $16,500.00 1 $5,340.00 1 $29,370,00: $6,000.00: $33,000,00 I
: ACRES ACRES I I ACRES I 1
: ____: __________: ------1-------- -....----------..-------------: ------------ ; ----..------: -----------: ----------- I ------------ : ----..-------:
I 3 I 7,650,0 I L,F, IREMOVING TEMPORARY STRIPING I $0,041 $306.00 I $0.03 I $229.50: SO.l~ I $705.00 I
I L1N. FT : I LIN. FT I LIN, FT I LIN, FT
: ____: ...__...._____ 1-..----: --...---..----------....--------..------;1 ----------.....: ----..--....--- :-----..--..-- ;----..----....-: ..------..---- 1-------.--.-;
I 4: IB,OOO,O I C,Y, IROAOWAY EXCAVATION INCLUDING HAUL I $5.00 I $90,000.00 1 $2.20 : $39,600,00 I $3.50 I $63,000,00 I
I CU, YO, I I CU. YO, I CU, YO, I CU, YO,
: ____: ___..____....: ---....-: ..----..--------....-..--....-..-...-.....-......:--..---..-----1---........-----: ....-----..---- 1----------..:...---.......-----: --------.......:
I 5 I 2,000,0 I C,Y, IUNSUITABLE FOUNDATION EXCAVATION $6.75: $13,500.00 : $4.70 I $9,400,00 I $4.20 I $B,400,OO:
I CU, YO,: I INCLUDING HAUL I CU. YD. I CU. YD. I I CU. YD.
1---..1-....----....-: -........-: -..--....---......-..-------..-..-.....---....--..1-....--..---......: ...................-....: ---..--....---..1-----.......-.....-: -----..-----...: --------..---:
: 61 2,000,0: C,Y. IBORRON EXCAVmDN INCLUDING HAUL I $6.00 I $12,000,00 1 $5.65 I $11,300.00 I $9.76 I $19,520,001
I CU, YD, I I CU, YO, 1 CU, YO, : CU. YO,
1-......: -..--..--......1-----..: ...----....-----..-----........-..--------.......1-..--.............---1---......-......-..: ---....----.....- 1--............--..--1....-...---......--: -......-..---....-:
I 71 20,000,0 I C.Y, IEMBANt:MENT COMPACTIOtI
I CU. YD. :
$0.55 : $11,000.00 1 $0.65 I $13,000,00 I $0.60 I $12,000,00 I
I CU. YD. : CU. YD. I CU. YD.
1--....: ..---..--......: ...-..---1-........--....................-....-.......-...........-...-....-..1...-.....-................;........----..---: .........--....----;--........---..........:..-.....-----.......:..-..---....--..:
IS: 17.5 I TONS IDUARRY SPALLS
TONS
$20.00 I mo.oo: m.oo I $612.50 I $25.00 I $437.50 1
TONS TONS TONS
1---": ...........--..-...1....---..: ....--........-.............----................-....--.....--1--......-....--......1....--..---.........;..---........-........1--..-...........--1...-.......--...--....;..--.....--..--.....:
I 9 1 50.0 I LF. IPLAlN ALUHINUM CULVERT PIPE I $20.00: $1,000.00 I $16.10: $S05,OO I m,QO I 11,000.00:
I L1N. FT, I 10.060 IN. TH. IS' DIAMETER 1 L1N. FT. I : LIN. FT. I 1 L1N. FT, I I
{...__.. : -..-....--......:...-.....-1.........................-..........-...............-..--...........-...1-.......--.......-.....: ....-......-...........1..........-....-....-1--...........-.......-1..--...-...-..--.....: --...-...-............:
o
I 10 I 198.0 I L.F. IPLAlN ALUMINUM CULVERT PIPE $30.00: $5,m.00 I m.oo I S4,554.00 I S22.00: $4,m.00:
: ; LIN. FT. I 10.075 IN. TH. 241 DlAttETER 1 LIN. FT. ; I LIN. FT. 1 I LIN. FT. : I
1-....... ; ............--......1.. .......-..1........--.............----......................-....----........1...-........--...-.......,.......-..........-.......1...........-....-.......1--.............-......-1..-..--...........--1....-...........- .......1
I 11 I 136.0 I loF. IPLAIN ALUMINUM CULVERT PIPE I m.oo I $4,760.00 I m.oo 1 $5,B4B.00 I $50.00 I $6,800.00 I
: : L1N. FT. I 10.105 IN. TH. 42' DIAMETER I LIN. FT. I I L1N. FT. I I LIN, FT. I 1
: __.. I _.________: --..-- : _____.._______.___________.....__._1-..__.__....:..____.__... I ...___..___-1_.....___...1-__......___ I "__00___"_ 1
: 12 I 334.0 I C.Y. ISTRUCTURE EXCAVATION CLASS B : $10.00 1 13,340.00 1 $11.00 I $3,674.00 I $\0.00: 13,340.00 I
I : CU. YD. I : INCLUDING NAUL 1 CU. YD. 1 I CU. YD. I I CU. YD. I
1---. I .______.__1_.____ 1-.-..-...........-.....--..-...----1--..--.....-1-.-..-....-- I ---.....-... :-.--....-.--1-....--.-.-1-.-----.....:
: 13 I 52.0 I C.Y. IGRAVEL BACKFILL FOR I $12.87 1 S669.24 1 $16.20 I $S42.40: $10.00 1 $520.00 I
I I CU. YD. I IPIPE BEDDING I CU. YD. I 1 CU. YD. 1 I CU. YD. I I
1____ I .--."-00-1 ___.._1..____________.._..__.............-1_....___....:.._._...__..1..--......:---....-..--:-..--.---...1-.------..-1
I 14: 9,350.0 1 C.Y. lGRAVEL BASE I $6.00 1 $56,100.00 1 $5.65 : $52,827.50 I $9.76 1 S91,256.00 1
I 1 CU. YD. 1 I (TRUCK "EASUREI I CU. YD. I I CU. YD. I 1 CU. YD. 1 I
1__": ----.-...-: ...___:.__...._..._...._...._._..__..._...1____...._._1_......____.:...-----.-:-----...----:-.-..----...:.....-...... I
.
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COUNTY OF JEFFERSON, STATE OF WASHINGTON
BIO TABULATION
Project: Upper Hoh Road, CR0749
---..----------------------------------------------------
, .
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: BRUCH AND BRUCH CONST,
:228 HIGHNAY 101 W.
: PORT ANGELES, NA
98362
:DELHUR INDUSTRIES, INC.
IP.O. BOX 1116
: PORT ANDELES, WA
:98362-201
, ENGINEER'S ESTIftATE
.
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TiTE"i--TOTA[---i-UNiT-i---------------intr-..-----....-..--: -....-------:---------..-- : -----------i----------- : ----------i-----------
:NO, :QUANTITY : IUNIT PRICE : TOTAL IUNIT PRICE I TOTAL :UNIT PRICE : TOTAL
: ----: ----------: ------: --------------..--....--..--..-..------1-----------: -..------..---: -----------: ------------: -:;----: --..------:
: 15: 4,200.0: TON ICRUSHEO SURFACING TOP COURSE : $10.00 : $42,000,00 : $9.25 : $38,850,00 :' '';''$11.50 : $48,300.00 :
TON TON I : TON I TON: :
: ---- ~ ..00_..____.._: ______: ______.._____.._______00__________: --....--.......-..... ; ...---.....---.....1------------ : -----------1----------: --------..:
: 16: 4,100,0: TON :ASPHALT CONCRETE PAVEMENT I $32.00 1$131,200,00 : $40.00 :$164,000,00 : $37.25 :$152,725.00 :
TON : CLASS B I TON TON TON
: ----: ---------- : ---....-: ..------------..----..-----..----------: --..--------- : ------------: -..----------1------..-..--..: --------.....--: --....--..---..-:
: 17 I 310,0 :MGAlo :NATER : $15.00: $4,b50,OO I $15,00: $4,650,00: $5,00: $1,550.00:
: "GAL. : MGAL. "GAL, I nGAL.
: --.... : ---------- : .....---..1----------..------....--..----..-....-......-: ---..--..--..-.. t ....--..-..-----: -----------..1-----....--..--: ..--..-....-.....-..: ..-....--....-..-:
,
,
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.
: 18 :
4.5 : ACRE ISEEOING, FERTILIZING AND
ACRE InULCHING
$800.00: $3.bOO,OO: $1,050.00: $4,725.00: $1,000.00: $4,500.00:
ACRE: I ACRE ACRE :
1---": ....-....--....- : -..----: ...-......--....-....--....-.....-----..---..--..---1---..--...,-..-- : ----..-..--..--1---..--.........-..1-----..---..--1----..----1..-..--.....-..-..:
I 19: 7,650,0: loF. :TEnpoRARY STRIPING I 10.04: 1306,00: 10,03: $229.50: 10.10: S7b5,OO:
: LJN. FT. : : I LIN. FT. ~ : L1N. FT. I : UN. FT. 1
1--.....: ..--..---..-- : ............: ..-......-..------..---..----..----......--....-1--.......-............ : ....--....--........: -..----.............1..-..-.......-..--: .......------..--: ..--..--....----:
: 20 I 46,000,0 : loF, ISPECIAL PAINT STRIPE
: LIN. FT. I I
10.07: $3,220.00 I 10.10: $4,600.00: 10.15: $6,900.00:
: LIN. FT. ~ : L1N. FT. : : LIN. FT. 1 I
: -...... : ....-------- : --...... ...1..........-..-..------..-- ..--.....-....----....--..1-......................... : ....-------..-..;-..-----...........: --..-......------: -...----.............:...... --.......----;
: 21 : 1.1 :HUND. :LANE nARKER TYPE 2 : $27b.41: 1304.05 I 1280.00 I 1308.00: $300,00: 1330.00:
: HUNO. HUNo. HUNo. HUNo.
1-""" : ..--....--....-, ...........- t ..........-......--..-......-....--..------..---.....-1--....-........-......: -..--..................: ..---..........-- : ...-..-..--..-..-: .....-......----.......1........--...--....:
: 22 : 1.0 : L.S. :PERr.ANENT SIGNING
I LUnp sun :
: 1868.26: 1868.26: 1870.00: $B70.00: 13,000.00: $3,000.00 1
I Lunp sun : : LUMP sun : : Lunp SUK :
1-......1....--...--......1-............:...........--....-....-.......-.....-....--.............-....--1..-..--....-.......:..---.......-...-.....1-.........-..-...---1--.....-....-....--;--....--.........-..1..-....---....---1
o
: 23: 200;0: HOUR ICONTRACTOR PILOTED TRAFFIC CONTROL 1 $25.00: $S,OOO.OO: m.50 I $5,300.00: $25.00: $5,000.00:
HOUR 1 I HOUR: I HOUR: : HOUR 1 I
1........-: ....-.........--. : ............1--....----..-..-.......----....--..--..--............1---------.....1.......-.....--..--..;..--..-........-1---..--..--..--1..............-..-......-1..--.....-..-----1
: 24: 9bO.0: HOUR :TRAFFIC CONTROL LABOR S20.00 I $19,200.00 : $18.50 I $17,760.00 I $15.00 1 $1.,400.00 :
: HOUR I I HOUR I HOUR: \ HOUR: 1
1----1-,....----: ---...1-....... .......---.------.-------.-1 ------------1-.-------.--: -..-.----..-1-----.--.---: ------------1---.----.1
: 25: 200.0: S.F, :CONSTRUCTlON SISNS CLASS A \ '6.76 1 $1,352.00 I t2.00 I $400.00 1 t5.00 I '1,000.00:
: : So. FT.' \ 1 SQ. FT. 1 : So. FT. I I SO. FT. 1 1
1-...: --------.-1-..--.: .------.....--.---.---------..-...-: .--....-....: ..-------...1----.------- :---.--.--.--\-----..--..- :------..--..:
: 26 : 1.0 : l.S. :MINTENANCE ANO PROTECTION I $2,400.00 1 $2.400.00 1 1850.00 I IB50.00: $1,400.00 1 '1,400.001
I : LUnp SUK 1 IOF TRAFFIC I lUKP SUIt 1 1 LUIIP sun : : LUKP SUIt : :
1---.: .--...--..: ------1-..-.-..--...-..--.---------..-..--: ---.-----.-1-.-----.----1-..---...---1----------: ---..-...---1--.------..,
I 27 : 1.0 1 L.S, ITRlnM1IIG AND CLEANUP 1 $2,000.00 1 $2,000.00 1 11,500.00 1 $1,500.00 1 $1,000.00 1 $1,000.00 1
\ iLUKPsunl I IlU"PSUIt 1 lLUnpSUtl 1 : llJltPSUI1 I 1
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1 2B 1 12.0 : EACH IPAINTED DRAINAGE "ARKlNS : '10.00: $120.00: 13.00 1 m.oo 1 $5.00 1 $60.00 1
I : EACH 1 I I EACH 1 1 EACN 1 1 EACH 1 1
: ---.: .________.1___.__1____._________..___._.._____.___.._1.._...._..-1-------..-1----....---1-.--..---.-1-----...--1-....-..--.-1
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COUNTY OF JEFFERSON, STATE OF MASHINSTON
BID TABULATION
PrDject: Upper HDh RDad. CR0749
: BRUCH AND BRUCH CONST.
EN5INEER'S ESTlftATE 1228 HI6HWAY 101 M.
: PORT AN5ELES, UA
98362
:DELHUR INDUSTRIES, INC.
:P.O. BOI 1116
: PORT AN5ELES, MA
: 98362-201
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HTE":..-liiiAL---'i-fiNii-l--------------iiEn-------------- ----.....------:---------: -------:--.....--- ---------r--------
IND. IDUANTITY I :UNlT PRICE : TOTAL :UNIT PRICE : TOTAL :UNIT PRICE : TOTAL
: ---1---..----1------: --...-------------------------------1----..------: -----------: ------...-: ---------1 ~-..-:-...;------: -------:
TOTAL BID : 1$479,650.61 : 1$435,641.40: .." . 1$497,324,50 :
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DEPARrHENr OF PUBLIC W01lJCS
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SUBCON'l'RACTOR. ,
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CON'1'~Rr BRUCH 6 BRUCH CONSTRUCYION. INC.
1IDDRESS.
228 Highway 1.01. West.
CUT
Pnrt- Anll..l"~.1IPTBJ8]62
DATE 15 M",Y' 1 qAq
County Contract: No. I l"ederal-A.t4 Project: No.
CRO 749 ,/
JOb,Descriptioa (Title).
UPPER HOHROAD County Road No. 914207
stgn Route
I llequellt No.
, Three (.~)
Approval. 111 requested
to sublet the ~11.owing
descri.bed work to.
Piz=,.1'I"_. FUJI INDUSTRIES. INC.
MdreslI PO Box 757
Ci1;y Mi1ton. WAp 98354
1'el.ephone ria;:' f206,' 922-571.~
License 1'1"0.. FU-JI:-ZI*165 jJ4
Date O~ Expiration 0]/31/90
)!!:st1m.ated Starting Cate r
z.t:matef:S, .'
Wor~g Day..
Item
No.'
Partial:
DESCIUP'1'ION 01" ITEM
AHOON'l'
PORTION
OF WORlt
TO BE :
SUBLET :
1.8
1001'
4.5 ACRE Seeding. Ferti1.izing and Mu1cbing.
'$4.725.00
Dater
SUIlmitted byr
APPROVED:
I'~ lIPJ:)Bruch. President
I llNDERS'1'JIND wn.r. IN5tJ1lE 'rIIH' '1'HE SUBCONTRAC'rO:
WILL COHPLY WLLY wrm '1'ID!: PLANS. AND SPECIFICA:l'ION:
tINDER WHICH '1'IIE WORK IS BEINa l'ERFORHI!:D.
,(
AMERXCAN STATES ZNSURANCE COMPANY
~~u O::ZiiMeet'1Jd.Ll,,;!a 11l~u.Lcuu..;c:: ~.IC.
!~tl11.evue. VA 98009
(Name)
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2.
3.
4.
(Title'
THIS"AREA . FOR 'DEl'J\R1'HENT .01" .PllBLIC'WORJC:s . USE ONLY'
Percent 01: Total Contract Thi. Reque.t , nR
Percent ot 'total Contract Previous Reque.t. :3B.71"
Percent 01: Total Contract SUblet To-Date 39.79 "
Remarlca. FUJI Industries has perfOrmed RECOHHENDED FOR APPIlOVAL
well on previous Jefferson County Public PROJEC'1' ENGrNEER '
Works projects. Date
By.
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CONTRACTOR.
BRUCH & BRUCH CONSTRUCTION. INC.
228 Highway 101 West
J\DDRESS.
CI'l'lC Port Anqe1es. .1ftlA'.rE98362
County Contract No. Fed=al-Atd Project No.
CRO 749 /
Job Descript10D (Title).
UPPER HOH ROAD County Road No. 914207
15 May 1989
DATE
Sign Route I Request
. T'6o (2)
NO.1
I
Approval is requested
to sublet the ~ollowin9
described work to:
Pizm',lrllme. PUGET SOUND ASPHALT.
Address PO Box 1686
Ci1:y" Forks. WllZi~8331
II.f&.Le;phone llci;:'(206)' 374-9590
License No.. PUGETSAIJ3HA
Date or Exp1rai.lD:lW1/89
.Estimated Starting Oat.:
Est1mat:e4 .. _' .
Working Days.
, ,'.
Item
No. Partla.l: DESCRIP'l'ION OP ITEM AMOtlN'l'
16 lOOt .uOO TON. Aspha1t Concrete Pavement. C1ass B '-$-168.000
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Date.
PORrrOIl
OF WORle
'1'0 BE: :
SUBLET :
APPROVED:
SUbnitted fly. ~ ~/
,{ftq~ iP.rISruch. President
:I: UNDERSTAND WILL :l:NSlJRE 'r!Wr THP: StmCONTRAC'rC
WILL COMPLY FllLLY WJ:'1'U TIlE PLANS. AND SPECD":l:CM.'IO::
ONDER WIUCK TIlE WORlC IS B~ItlG PERFORMED.
AMERICAN STATES INSURANCE COMPANY
C/O Bost~rMqnarch Insurance Inc.
PO Box 1848
E8~1evue. WA 98009
(Name I
1.
2.
3.
4.
Title)
THIS"AR.EA . FOR 'DEPAR'I'MEN'r.'OP 'PDB"LIC 'WORl<S 'USE . ONLY .
Percent ot Total Contract This Re~est. ~7 ~~
Percent ot Total Contract Previous Request. , n~ %
percent ot Total Contract Sublet To-Date ~R. 71 %
Remarklll Quality of work is unknown. No PECo.'lMmDED FOR APpnovAL
previous experiance on Jefferson County PROJECT ENGINEER '
Public WOrks projects. .:Investigation with ate
various agencies has resulted in m1xecl reports By.
ranging from poor to good. I feel that denial of Title
this request is not justified however this contractor
should be closly monitored to establish a Approved,
track record for future requests.
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CONTRACTOR. BRUCH 5 BRUCH CONSTRUCTXON. XNC.
ADDRESS:
228 Highway 101 Ves~
cJ:n Port: AnQe1es. ~&TM9S362
County Cont2:act No., Federal-AU! Projec1: No.
CRO 749 /
Job Des=ipl:lon (Title).
UPPER HOH ROAD County Road No. 914207
DATE 15 Hay 1989
Sign IlDute . r Request llo.
One (1)
Approval U I:equested
to sublet the tollo~g
descl:!be4'wol:k to.
P'iZ1ll..lr~ "
Address
Ci1;y
APPLY-A-LINE. INC~
106 Frontage Road N
Pacific. M~ 98047
Telephone lIo::' '(2061" 735-32 12
License No. APPLYX*161RU
Date O~ Expiration 12/31/89
.Estimated St:a.rting Date.
Est:1:mA t:e4. .'
WOl:ldng O",y:n
J:tem
No. Put:ial: DESCRn"l'J:ON 01' rrEH AMOtJNT
..0.]."-':' ------- -~r~50-L~r-R8mo~LA9-~pg~-S~~LpLAg-----~-~ ----------
19 66t 7.650 LF Temporary Striping $ 153.00
20 90t. 46.000 LF. Special Pain~ Stripe 4.140.00
21 ~JG 1.10 HUND. . Lane Markers. Type 2 300.30
28 97'- 12 EA. Painted Drainage Harking 34.80
TOTAL THIS REQUEST . $4.628.10
. .
POR:rIOfl
OF WORK
TO BE :
SUBrzr:
Dater.
05/15/89
sutmitted by. ~ ~
J orB rue . President
J: UNDERSTAND WJ:Lt. XNstJR1!: TIm!r THE S'DBCONTRACTO:
WJ:LL COHPLY I:'tJLLY WJ:'l'H THE PLIlNS. AND SPECD'J:CA:nOt/:
UNDER WHICH' THE WORK IS BEING PERFORKI!:D.
l\PPJlOVEI) .
AMERICAN STATES INSURANCE COHPANY
C/O Bos~~nareh Insurance Inc.
PO Box 1848
IY8lQol1evue. VA 98009
(Name
Title
'1'Hl:s.' AREA . FOR' D1!:PAR'I'MEN'l'. . 01' . PllBLJ:C . WOIUCS 'USE' ONLY.
percant of Total Contract T~ Requflat' 1.06 "
Percent of Total ContrAct Pl:ev1ou. Request. o.on %
Percent of Total ContrAct Sublet To-Date 1.06 %
Remuka. APPLY-II-LINE has performed RJ!:COMllENDED FOR APPROVAL
well on previous Jefferson County Public PROJEct' ENGINEER '
Works projects. Date
Byr
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CONTRACT PROGRESS SCHEDULE
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HIGHWAY
PROJECT TITLE
n. .:> /0 15 20 2S 3 ' 3 ~O ~5 50 55 6" 70 75 80 .15 90 95. 100
1 Mob:i.1.:i.zation
2 C1.ear:i.nq & Grubb:i.nq -
3 Roadway Excavation
. Borrow Excavat:i.on
5 Cul.vert PiDe
6 Gravel. Base
7 Crushed Surfac:i.na TOD Course
a ASDha1.t Concrete Pavement
9 Seedinq
10 Striping, Permanent Signs
11 Trimmina , Clean-uD
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JEFFERSON COUNTY UPPER HOH ROAD
County Road No. 91.4207 MP 0.33 to MP 1..80
r SHOW DATE CONTRACT TrME STARTS
- 0 5
ITEMS
INSTRUCTIONS,
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worlal". fl.,. "11011.,, 10 ."ch II.. MOW",
WORKING DAYS
75 Da~
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749
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CONTRACTOR BRUCH' BRUCn CONSTRUCTION.
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15 MIIY 1.9JJ.9.
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HIGHWAY
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SHOW DATE CONTRACT TIME ST A.
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DATE ~ I ~!LLtfl. 'is-9
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CONSULTANT AGREEMENT
FOR
CONSTRUCTION
THIS AGREEMENT, made and entered into on this , day of
, 19_____, by and between the
COUNTY OF JEFFERSON, Washington, hereinafter called the "AGENCY," and the
consulting firm of Entranco En~ineers. Inc, , whose address is 5808 Lake
Washin~ton Boulevard N.E" Kirkland. 98033, the location in Washington
State at which work will be available for inspection, hereinafter called
the "CONSULTANT." The AGENCY and the STATE OF WASHINGTON acting through
the Washington State Transportation Commission and the Department of
Transportation, herein after called the "STATE", together with the Federal
Highway Administration, hereinafter called the FHWA, administers the
Federal-aid funds.
WHEREAS, the Agency may use funding other than Jefferson County funds to
provide for the construction of various projects, and
WHEREAS, the FEDERAL GOVERNMENT through its Department of Transportation
and FHWA, pursuant to Title 23, U,S. Code, has established a program of
Federal-aid to the states designated as the Federal-aid Program, with a
general purpose to increase the safety and capacity of roads in the United
St.ates, and
WHEREAS, the Agency desires to accomplish various projects, including
Federal Aid projects, with the aid of funds provided under the Surface
Transportation Assistance Act of 1978, Title 23, U.S. Code, Highways, and
all amendments thereto and the rules and regulations promulgated by said
U.S. Department of Transportation, in the Federal-aid Highway Program
Manual,
WHEREAS, the Agency has not sufficient qualified engineering employees to
accomplish the Construction Engineering on this project, entitled the
Upper Hoh Road Improvement, number CR0749, within a reasonable time and
the Agency deems it advisable and is desirous of engaging the professional
services and assistance of a qualified consulting firm to do the necessary
construction engineering, and
WHEREAS, the Consultant has represented and by entering into this
Agreement now represents, that he is in full compliance with the statute a
of the State of Washington for registration of professional engineers, and
that all personnel to be assigned to the work required under this
Agreement are fully qualified to perform the work to which they will be
assigned in a competent and professional manner, being familiar with the
methods and procedureo involved in construction operations so that the
Connultant can appraise intelligently the causes of troubles if they
occur, and
WHEREAS, the Consultant has indicated that he desires to do the work set
forth in the Agreement upon the terms and oonditions aet forth below.
Upper Hob Road Improvement, OR0149, Pa8a 1 ot 12
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performances contained herein below, the parties hereto agree as ~ollows:
I
OBJECTIVES AND SCOPE OF WORK
The objective of the Agreement is to provide engineering services
necessary ~or the construction of the Project as described in the attached
Exhibit "B."
The Consultant shall perform all work described in this Agreement
necessary ~or complete Engineering Services required to construct the
project in conformity with the policies and standards set forth in Section
II ,
II
CONSTRUCTION ADMINISTRATION CRITERIA
Project Administration will be accomplished and documented in accordance
with the latest edition and amendments of the following:
1. Washington State Department of Transportation/American Public
Works Association (WSDOT/APWAl, "Standard Specifications for
Road Bridge and Municipal Construction."
2, WSDOT/APWA, "Standard Plans ~or Road, Bridge and Municipal
Construction."
3. Washington State Department of Transportation, "Construction
Manual."
4.
Washington State Department of Transportation, "Local Agency
Guidelines."
6.
FHWA and Washingt.on State Department of Transportation, "Manual
on Uniform Traffic Control Devices for Streets and Highways."
III
ITEMS TO BE FURNISHED TO THE CONSULTANT BY THE AGENCY
The Agency
specifications,
available to
administration
will furnish the Consultant copies of the plans,
profilea, cross-sections, or other,documenta which are
the Agency that will facilitate the construction
of the project.
Including:
1. Contract Plans and Specifications.
2. All field notea.
Upper Hoh Road Improvement. OR0149 , Page 2 of 12
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4. Required forms.
5. Access to required manuals, etc.
IV
DOCUMENTS TO BE FURNISHED BY THE CONSULTANT
The Consultant will furnish to the Agency one set of record plans (as-
built plans) and one set of all accounts, papers, maps, photographs, or
other documentary materials regardless of physical form or
characteristics, made or received by the Consultant in connection with the
transaction of this contract upon completion of the project.
V
TIME OF BEGINNING AND COMPLETION
The Consultant shall not begin work under the terms of this Agreement
until authorized in writing by the Agency. The time required, in calendar
days, for completion of all work under this Agreement shall be ~ days
following written authorization to begin.
Established completion time shall not be extended because of any delays
attributable to the Consultant, but may be extended by the Agency in the
event of a delay attributable to the Agency or because of a delay caused
by an act of God or governmental actions or other conditions beyond the
control of the Consultant. A prior supplemental agreement issued by the
Agency is required to extend the established time.
Delays attributable to or caused by one of the parties hereto amounting to
1 days or more affecting the completion of the work may be considered a
cause for renegotiation or termination of this Agreement by the other
party,
VI
PAYMENT
The Consultant shall be paid by the Agency for oompleted work for servioes
rendered under this Agreement as provided hereinafter. Suoh payment shall
be full compensation for work performed or servioes rendered and for all
labor, materials, supplies, equipment and incidentals neoessary to
oomplete the work. The Consultant shall conform with all applicable
portions of 46 eFR 31.
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Cost Plus Net Fee
Payment for work accomplished shall be on the
actual cost plus a net fee. The actual cost
cost, overhead and direct non-salary cost.
basis of Consultant's
includes direct salary
1. The direct salary cost is the salary expense for professional
and technical personnel and principals for the time they are
productively engaged in work necessary to fulfill the terms of
this Agreement. The direct salary costs are estimated to be
approximately Twenty three thousand three hundred forty ei~ht
and no/l00 Dollars ($ 23.34B.00 ) as set forth in the attached
Exhibit "A" and by this reference made a part of this Agreement,
2. The Overhead costs as identified on Exhibit "A" are determined
as 150 percent of the direct salary cost. The overhead costs are
estimated to be approximately Thirty five thousand twenty two
and no/lOa Dollars ($ 35.022.00 ) as set forth in the attached
Exhibit "A" and by this reference made a pert of this agreement.
The overhead cost rate is an estimate based on currently
available accounting information and shall be used for all
progress payments over the period of contract. The final
overhead cost rate is subject to adjustment based on an audit
performed by the Agency, the State, or Federal Highway
Administration at the completion of the project and said final
overhead cost rate shall not exceed ~ percent and shall not
increase the maximum amount payable for this Agreement,
3. The direct non-salary costs are those costs directly incurred in
fulfilling the terms of this Agreement, including, but not
limited to travel, reproduction, telephone, supplies and fees of
outside oonsultants, The direct non-salary costs are estimated
to be approximately Fifteen thousand two hundred forty five and
no/100 Dollars ($ 15.245,00 ) as set forth in the attached
Exhibit "A" and by this reference made a part of this Agreement.
Billings for any direct non-salary OOHts shall be supported by
copies of original bills or invoices,
The net fee, whioh represents the Consultant's profit shall be
~en thousand f2Yr and 44/100 Dollars ($ 7.004,44 ). This fee
is based on the Soope of Work defined in this Agreement and the
estimated labor hours reQuired to perform the stated Soope of
Work, In the event a supplement agreement is entered into for
additional work by the Consultant, the supplemental agreement
may inolude provision for the added costs and an appropriate
fee. The net fee will be prorated and paid monthly in
proportion to the peroentage of the projeot oompleted as
estimated in the Consultant's monthly progress reports and
approved by the A.enoy. Any portion of the net fee not
previously paid in the monthly payments shall be inoluded in the
final payment, subject to the proviaions of the Section XI
entitled TERMINATION OF AGREEMENT.
4.
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Agreement including salaries, overhead, final overhead
adjustments, direct non-salary costs, and profit is Ei~htv
thousand six hundred nineteen and 44/100 Dollars ($ 80.619.44
), unless a supplemental agreement has been negotiated and
executed by the Agency prior to incurring any costs in excess of
the maximum amount payable. This does not include payment for
extra work as stipulated in Section X, "Extra Work." .
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Progress payments may be claimed monthly for direct costs actually
incurred to date as supported by detailed statements, for overhead
costs and for a proportionate amount of the net fee payable to the
Consultant based on the estimated percentage of the completion of the
services to date. The detailed statement will indicate by name all
employees that worked on the Project during the billing period. The
classification of each employee, the hours worked, the hourly wage
rate, and the total wages paid will also be shown on the invoice.
Direct non-salary costs, such as travel, reproduction, telephone,
supplies, and computer costs, shall be supported by an original or a
copy of the invoice or billing instrument the Consultant received for
payment. For example, a copy of the telephone company's itemized
lis.ting showing each call is necessary to verify the billing for long
distance telephone calls.
The Consultant and i1'.s sub-consultants shall keep available for
inspection, by representatives of Jefferson County, the State and
United States, for a period of three years after final payment, the
cost records and accounts pertaining to this Agreement and all items
related to, or bearing upon, these records with the following
exception: If any litigation, claim or audit is started before the
expiration of the three-year retention period. the records shall be
retained until all litigation, claims or audit findings involving the
records have been resolved. The three-year retention period starts
when the Consultant receives final payment.
Payment for 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. (Section X "EXTRA WORK")
A ~hort narrative progress report shall accompany each voucher for
progress payment. The report shall include discussion of any
problems and potential causes for delay,
To provide a means of verifying the invoiced salary costs for
Consultant employees. the Agency may conduct employee interviews.
Acceptance of such final payment by the Consultant shall constitute a
release of all claims of any nature which the Consultant may have
against the Asency unless. such c1aimn are speoifical1y reserved in
writing and trannmitted to the Agency by the Consultant prior to its
acoeptance. Said final payment shall not, however, be a bar to any
claims that the Agenoy may have against the Consultant or to any
remedies the Agency may pursue with respect to suoh claims.
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EMPLOYMENT
The Consultant warrants that he had not employed or retained any company
or person, other than a bona fide employee working solely for the
Consultant, to solicit or secure this contract and that he has not paid or
agreed to pay any company or person, other than a bona fide employee
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. For breach or
violation of this warranty, the Agency shall have the right to annul this
Agreement without liability, or in its discretion to deduct from the
Agreement price of consideration or otherwise recover the full amount of
such fee, commission, percentage, brokerage fee, gift or contingent fee.
Any and all employees of the Consultant and any sub-consultant, while
engaged in the performance of any work or services required by the
Consultant under this Agreement, shall be considered employees of the
Consultant only and not of the Agency and any industrial insurance
premiums 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.
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 time during the period of this
contract, in the employ of the FHWA, State or Agency, except regularly
retired employees without written consent of the public employer of such
person.
VIII
NON-DISCRIMINATION
The CONSULTANT agrees not to discriminate against any client, employee or
applicant for employment or for services because of race, creed, color,
national origin, marital status, sex, age or handicap except for a bona
fide occupational Qualification with regard to, but not limited to the
following: employment upgrading; demotion or transfer; recruitment or any
recruitment advertising; layoff or terminations; rates of payor other
forms of compensationi selection for training; rendition of services. The
CONSULTANT understands and agrees that if it violates this Non-
Discrimination provision, this AGREEMENT may be terminated by the Agency
and further that the CONSULTANT shall be barred from performing any
services for the Agency now or in the future, unless a showing is made
satisfactory to the Agency that discriminatory practices have terminated
and that recurrence of ouch aotion is unlikely.
During the performance of this Agreement, the Consultant, for itself, its
assignees and successors in interest, hereinafter referred to as the
"CONSULTANT," agrees as follows:
Upper Bob Road Improvement, CR0749, Pale 8 of 12
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COMPLIANCE WITH REGULATIONS: The Consultant will comply with the
regulation of the .Department of Transportation relative to
nondiscrimination in federally-assisted programs of the Department of
Transportation Title 49, 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.
NONDISCRIMINATION: The Consultant, with regard to the work performed
by it during the Agreement shall not discriminate on the grounds of
race, religion, color, national origin, age, marital status,
handicap, or sex, except for a bonafide occupational qualification,
in the selection and retention of subcontractors, including
procurements of materials and leases of equipment. The Cons.ultant
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 II of the Regulations.
c.
SANCTIONS FOR NON-COMPLIANCE: In the event of the Consultant's non-
compliance with the discrimination provisions of this contract, the
Agency shall impose such contract sanctions as it may determine to be
appropriate, including, but not limited to:
1. Withholding of payments to the Consultant under the Agreement
until the Consultant complies and/or.
2. Cancellation, termination or suspension of the Agreement in
whole or part,
D.
SOLICITATIONS FOR SUBCONTRACTORS, INCLUDING PROCUREMENT OF MATERIALS
AND EQUIPMENT: In all solicitations, either by competitive bidding or
negotiation made by the Consultant for work to be performed under a
subcontract, including procurements of materials or equipment, each
potential subcontractor or supplier shall be notified by the
Consultant of the Consultant's obligations under this contract and
the Regulations relative to nondiscrimination on the ground of race,
religion, color, national origin, age, marital status, handicap, or
sex.
E.
INFORMATION AND REPORTS: The Consultant shall provide all
information and reports required by the Regulations, or directives
issued pursuant thereto and shall permit access to its books,
records, accounts, other sources of information and its facilities as
may be determined by the Agency to be pertinent to ascertain
compliance with such Regulations, or directives. Where any
information required by a Consultant is in the exclusive possession
of another who fails or refuses to furnish this information, the
Consultant shall so certify to the Agency and shall set forth what
efforts have been made to obtain the information.
F.
INCORPORATION OF PROVISIONS: The Consultant shall include the
provisions of paragraph (A) through (E) in every subcontract,
inoluding procurements of materials and leases of equipment, unless
exempt by the Regulations or directives issued pursuant thereto. The
Consultant shall take such aotion with respect to any subcontract or
Uppel' Hob Road IIIIPI'OVelDent., 0R0749, Palle 1 of 12
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procurement as the Agency may direct as a means of enforcing such
provisions, including sanctions for noncompliance; PROVIDED, HOWEVER,
that, in the event a Consultant becomes involved in, or is threatened
with, litigation with a sub-consultant or supplier as a result of
such direction, the Consultant may request the Agency to enter into
such litigation to protect the interests of the Agency.
G. To comply with RCW 49.60.180 prohibiting unfair employment practices
and the Executive Orders numbered E.O. 70-01 and E.O. 66-1 of the
Governor of the State Of Washington.
I
IX
CHANGES IN WORK
The Consultant
work of this
therein, when
compensation.
shall make all such revisions and changes in the completed
Agreement as are necessary to correct errors appearing
required to do so by the Agency, without additional
Should the Agency find it desirable for its own purposes to
previously satisfactorily completed work or parts thereof revised,
Consultant shall make such revisions, if requested and as directed by
Agency in writing. This work shall be considered as Extra Work and
be paid for as provided in Section VI.
have
the
the
will
X
EXTRA WORK
The Agency may desire to have the Consultant perform work or render
services in connection with this project in addition to or other than work
provided for by the expressed intent of this Agreement. Such work will be
considered as Extra Work and will be specified in a written supplement to
this Agreement which will set forth the nature and scope thereof. Work
under a supplemental Agreement shall not proceed until authorized in
writing by the Agency.
XI
TERMINATION OF AGREEMENT
The right is reserved by the Agency to terminate the Agreement in whole or
in part at any time upon ten (10) days written notice to the Consultant.
If this Agreement is terminated in its entirety by the Aiency for its
convenience, a final payment shall be made to the Consultant which, when
added to any payments previously made, shall total the aotual costs plus
the aame percentaae of the fixed fea DS the work ccmpleted at the time of
termination is to the total work required for the Projeot. In addition,
the Conaultant ahall be paid for authorized extra work completed. If the
Aireement ia terminated in part, payment shall be made to the Consultant
for the actual oosts inourred for deleted ~ork at the time of termination
Upper Hoh Road ImprovelDent, CR0149 , Palle e of 12
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plus the same percentage of the fixed fee as the work completed at he time
of termination. Provided, however, that no percentage of the fixed fee
will be paid on uncompleted work deleted by the termination.
No payment shall be made for any work completed after ten days following
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 computed as set forth herein above, then no
final payment shall be due and the Consultant shall immediately reimburse
the Agency for any excess paid.
If the services of the Consultant are terminated by the Agency for fault
on the part of the Consultant, the above stated formula for payment shall
not apply. In such an event the amount to be paid shall be determined by
the Agency with consideration given to the actual costs incurred by the
Consultant in performing the work to the date of termination, the amount-
of work originally required which was satisfactorily completed to date of
termination, whether that work is in a form or of a type which is usable
to the Agency at the time of termination, the cost to the Agency of
employing another firm to complete the work required and the time which
may be required to do so, and other factors which affect the value to the
Agency of the work performed at the time of termination. Under no
circumstances shal,l payment made under this subsection exceed the amount
which would have been made if the formula set forth in the previous
paragraph.
If it is determined for any reason that the Consultant was not in default
or that the Consultant's failure to perform is without it or its
employee's fault or negligence, the termination shall be deemed to be a
termination for the convenience in accordance with the provisions of this
Agreement.
In the event of the death of a member, partner or officer of the
Consultant, or any of its supervisory personnel assigned to the project,
or, dissolution of the partnership, termination of the corporation, or
disaffiliation of the principally involved employee, the surviving members
of the Consultant hereby agree to complete the work under the terms of
this Agreement, if requested to do so by the Agency. This subsection
shall not be a bar to renegotiations of this Agreement between surviving
members of the Consultant and the Agency, if the Agency so chooses.
In the event of the death c~ any of the parties listed in the previous
paragraph, should the surviving members of the Consultant, with the
Agency's concurrence, desire to terminate this Agreement, payment shall be
made as set forth in second paragraph of this section.
If the Agreement is terminated prior to completion of the work, the
original copies of. all reports and other data, materials furnished to the
Consultant by the Agency and documents prepared by the Consultant prior to
termination shall become and remain the 'property of the Agency for its use
without restriction. Such unrestricted use, not occurring as a part of the
project the work was completed for, shall be without liability or legal
exposure to the Consultant.
Payment for any part of the work by the Agency
waiver by the Agency of the remedies of any type
shall not constitute a
it may have against the
Upper Hoh Road ImprovelDent, CR0749, Page 9 of 12
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for any breach of this Agreement by the Consultant, or for
the Consultant to perform work required of it by the Agency.
of any right under the Agreement ~ill not constitute waiver of
to exercise those rights with respect to any future act or
the Consultant.
Consultant
failure of
Forbearance
entitlement
omission by
XXI
DISPUTES
Any dispute concerning questions of facts in connection with work not
disposed of by agreement between the Consultant and the Agency shall be
referred for determination to the Director of Public Works or Agency
Engineer, whose decision in the matter shall be final and conclusive on
the parties to this Agreement,
In the event that either party is required to institute legal action or
proceedings to enforce any of its right in this Agreement, both parties
agree that any such action shall be brought in the Superior Court of the
State of Washington, situated in the county of the Agency,
XIII
LEGAL RELATIONS
The consultant shall comply with all Federal Government, State and local
laws and ordinances applicable to the work to be done under this
Agreement. This contract shall be interpreted and construed in accordance
~ith the laws of Washington,
The Consultant, its successors or assigns, ~ill protect, save, and hold
harmless the Agency and their authorized agents and employees, from all
claims, actions, costs, damages, or expenses of any nature whatsoever by
reason of the alleged negligent acts or omissions of the Consultant, its
sub-consultant, assigns, agents, contractors, licensees, invitees,
employees, or any other person whomsoever arising out of or in connection
~ith any acts or activities authorized by this Agreement. The Consultant
further agrees to defend the Agency and their authorized agents and
employees in any litigation, including payment of any costs or attorney's
fees for claims or action commenced thereon by reason of the alleged
negligent acts or omissions of the Consultant, its sub-consultant,
assigns, agents, contractors, licensees, invitees, employees, or any other
person whomsoever arising out of or in connection with acts or activities
authorized by this Agreement. This obligation shall not include such
claims, costs, damages, or expenses which may be caused by the sole
negligence of the Agency or their authorized agents or employees:
Provided. that if the claims or damages are caused by or result from the
concurrent negligence of (a) the Agency and their agents or employees, and
(b) the Consultant, its agents, or employees, this indemnity provision
shall be valid and enforceable only to the extent of the negligence of the
Consultant, or Consultant's agents, or employees.
The Consultant shall secure regular Public Liability and Property Damage
Insurance Coverage in the amount of $100,000 for death or injury to any
one person and $300,000 for death or injury to two or more persons in any
Upper Hoh Road IIDProvement, CR0749, Page 10 of 12
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one occurrence and $50,000 for Property Damage in anyone occurrence
any aggregate Property Damage coverage of $100,000 for two or
occurrences from an insurance company authorized to do business in
State of Washington.
with
more
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The Consultant's relation to the Agency shall be at all times as an
independent contractor.
XIV
SUBLETTING OR ASSIGNING OF CONTRACTS
The Consultant shall not sublet or assign any of the work covered by this
Agreement without the express consent of the Agency.
XV
ENDORSEMENT OF PLANS
The Consultant shall place his professional engineer's seal on all plans,
specifications, estimates or any other engineering data furnished by him
in accordance with RCW 18.43.070.
XVI
CERTIFICATION
The "Certification of Consultant" and "Certification of Agency Official,"
attached hereto and marked Exhibit "C" and by this reference is made a
part of this Agreement.
XVII
COHPr..ETE AGREEMENT
This document and referenced attachments contains all covenants,
stipulation, and provisions agreed upon by the parties. No agent, or
representative ot either party has authority to make, and the parties
shall not be bound by or be liable tor, any statement, representation,
promise, or agreement not set forth herein. No changes, amendments, or
modifioations of the terms hereof shall be valid unless reduced to writing
and signed by the parties as an amendment to this agreement.
Upper Hob Road Improvement, OR0749, P..e 11 of 12
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EXEaUTION 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 Consultant does hereby ratify and adopt "all statements,
representations, warranties, covenants, and agreements contained in the
proposal, and the supporting materials submitted by the Consultant, and
does hereby accept the Agreement and agrees to all the terms and
conditions thereof.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of
the day and year first above written,
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Title ~C: .
Dept. of Revenue Reg. No. C 1000 &;13'/ t;?S
Federal J.D. No, ql-0'71-o';:<7~'>-
AGENCY I
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Board of County Commissioners:
George C. Brown,Chairman
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EXHIBIT D,._
COST PLUS NET RE DETERMINATION
DIRECT SALAR Y COSTa
Penon..el M... Hour.
Principal Engineer 4.0
Construction Manager 44.0
Resident Engineer 679.0
Engineer III 84.0
Inspector Technician 104.0
Drafter III 8.0
Word Processor 18.0
Survey Technician 40.0
Survey Manager 32.0
Survey Party Chief 236.0
Survey Party Member 236.0
a.teA 01 1'.7
30.00
26.00
18.00
18.00
12.00
13.00
11.00
14.00
18.00
12.00
12.00
Estimated Cost
120.00
1,144.00
12,222.00
1,512.00
1,248.00
104.00
198.00
560.00
576.00
2,832.00
2,832.00
TOTALS
23.348.00
DIRECT NON-S^LAR Y COST.
Travel and Per Diem .
Per Diem - -J~ weeks I' 'iOO.OO
Air Travel .. -0- Trips :I -Q-
Car.
months
10.000 mllel 11$ n '1
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TOTAL
S 9,600.00
Ollice and Equipment
Rent i -&- pcr _tll@':O.:..-monthll3if-
Equipment Rental - -::. per -nth @ -:2=.- monthl - -
lteproductlOflIl_penlOl .......... .... ..... ....................
CommuNe..lons ......... .~.................................. .
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EXHIBIT -,.- k.ontJ
5UMM^,l Y OF F~E FOR ENCINEERINC SERVICES
Direct SalarrCost ......................~................... ~
OverMad Cost (includin&
payroll additives) ....................
Nrt Fc-c
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Dire-ct Non-S"lar)' Cost:
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T...vel."d per dirm ..............~.......
Ite-produclion lu'~ns"s .................
Compute-r e..ptns" .. .... .. ....... .... ..
Outside consuhant5 ....................
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9 600.00
440.00
4 200.00
880.
S,,,.?4<;no
Sub-Tolal
8REAKI>O"'N OF OVERHEAD COST
CR^NDTOTAL
23,348.00
~ ~5.0(~ (It;)
12!W2Q.:.PO
7,004.44
$65.374.44
~80.619.44
FICA ....................................................... '1 Oq 9i,
Une,nploymenl Corn~nSlllioll ................................. ~ ~~ ~
Medical Aid and Industrial Insurance- ........................... . 96
Compan)-Insuranclt' ."d Medical............................... 5.28 16
".cetio", Holid.,r and Sick Leave .............................. 74.40 "
St.te B" 0 T.. ............................................. Ii d1; "
Insurance ................................~....~............. 9.15"
Admlnbt,allon.ndTimeUnaui&raablr ......................... _ :_Jl6.~Q ...
1P,.;ntinl, S'alioMr,and Supplit' .............................. 4. 1 tG
Travel Not A.sl,nablr ........................................ 4.8"1 "-
Telrphone and Tclc&raph Not Aul&nlble . ........................ f.~; t6
Feel, Duel,Prole,"lonll Meell"" ............................. . tG
UtiUlieaand Maintenance ....................... ..... ......... 2.] 4 ~
Rent ....................................................... _22......9.0_ t(,
Rental Equipment ........................................... ~ tG
Of lice MilC..,I.~ous.tPolt.&e ................................... 0.92 ~
Prolel.lOMI Service. .......................... ................ 1; ~f\ '"
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~S~I"IONOF5WP~EDWO~
UPPER HOB ROAD IHPROVEME.JIT
PROJECT NO:~
OBJECTIVE:
The objective of the Consultant is to provide construction
engineering and administration for this project commencing with
the beginning of the bid phase and culminating with final records
and transfer of the documentation of the construction, in the
same manner, method, and procedure that the Agency utilizes in
construction engineering and administration with its own forces.
Jefferson County ut.ilizes a policy for the administ.rat.ion of its
contracts that. t.he Agency and the contractor are ent.ering int.o a
partnership to const.ruct. the features shown and present.6d in the
contract documents in t.he most. cost. effect.ive and professional
manner, while maint.aining public and project safet.y and welfare,
and producing a final project. t.hat meet5 i:.j,,,, project
specificat.ions. It is incumbent on the Consult.ant. to provide a
strong interface with t.he contractor in order t.o promulgate t.his
policy and produce the desired results.
SCOPE:
The scope
equipment,
accomplish
including,
of t.he work includes providing all services, labor,
tools, and mat.erials necessary or incident.al, to
the objective, with the major elements of the work
but not limit.ed to t.he following:
Prepare the "Record of Materials" based on the contract
quantities in order to insure the required materials
testing and sampling is met..
Conduct the pre-oonstruction oonference, including
preparation of notices to all interested parties,
scheduling t.he conference, and providing minutes.
3. Review and monitor contractors schedule of work.
1.
2,
4. Review all required submittals and recommend action t.o
be taken by the Agenoy.
5. Provide and document all required const.ruction ataking
and aurveying as required by the oontract. doouments and
the W.S.D.O.T. Construction Manual, including
measurements tor pay items.
Upper Hob Road %IDPl'ovement , CROT49. Exhibit "B", Pale 1 ot :5
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and sampling as required by the W.S.D.O.T. Construction
Manual.
7. Provide and document all required inspection to insure
compliance with all contract specifications and plans,
including documentation of proof of approval of
material and supplies to be incorporated into the
project, safety items, traffic control, compliance with
E.E.O. requirements and DBE goals, "wage rate
requirements, and employee interviews.
6. Prepare all progress payments for processing.
9. Prepare all change orders for processing and approval
by the Agency.
10. Coordinate all construction engineering and
administration activities in a manner so as not to
delay the contractor or utilities performing work with
in the project limits.
11. Maintain one set of contract plans on the project site
for documenting "as cons.tructed" locations, grades,
sizes, etc. of the various features of the project for
incorporation into the final records.
12. Prepare all final documents, including record drawings,
final contract payment, all required notices of
completion of public works contract, and insure that
all required documentation is in order and complete.
13. Maintain a "Project File" throughout the life of the
construction of the project that includes all
documentation, pay tickets. accounts. certifications.
photographs. plans, and other documentary materials,
regardless of physical form or characteristics. and
transfer the "Project File" to the Agency at the
completion of the project.
It is essential that the Consultant keep the Agency informed at
regular intervals as to the progress of the work. and as often as
necessary in the case of problems outside the normal course of
work. in order that decisions required of the Agency can be
reached in a t1.mely manner.
All work. including all construction engineering. administration,
inspection. testing, sampling. staking. and surveying shall be
verified by a complete check by the Consultant and shall be so
certified by the Consultant. The Consultant will be held
responsible for the accuracy of their work. even though the work
has been accepted by the Agency. Additionally, any personnel
assigned to perform the work under this Agreement. by the
Consultant. that is determined by the Agency to be incompetent,
Opper Hob Road Improvement, CROU9. Exbibit "S". Pa,e 2 of 3
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careless', negllgen"t, or non-pro~essional shall, . upon wri"t"ten
request of "the Asen~y, be immedia"tely removed and replaced.
Noncompliance wi"th "the Agency reques"t 1;0 remove and replace
personnel a"t any level shall be grounds for t~rmina"tion of "the
Agreemen"t (Sec"tlon XI, "Termina"tion of Agreemen"t").
The es"tima"ted cos"ts shown in Exhibi"t "A." and in Section VI,
"Paymen"t.' o~ "the Agreement are based on the Objective and Scope
sta"ted herein, a 75 working day construction contract, and a
normal 8 hour working day. If "the construction is delayed "through
no fault of "the Consultant, beyond .a reasonable "time "to complete
"the contrac"t in one construction season, than adjustments to "the
estimated costs may be required and a supplemental agreement
negotiated.
All work done under this Description of Proposed work will be in
accordance wi"th the plans, standard specifications and
amendments, special provisions, addenda, con"tract forms, and
other supplemental documents as essential parts of the project
contract. The requirements of one is binding as though occurring
in all.
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CERTII'ICATION
EXHIBIT "C"
Project No. QBQIii
County Jefferson
CERTIFICATION OF CONSULTANT
I hereby certify that I am ....5~~4' and duly
authorized representative of the firm of E tranco En~ineers. Inc,
whose address is 5808 Lake Washin~on Boulevard N,E., Kirkland.
Washin~on. 9B033, and that neither I nor the above firm I here
represent bas:
(a) employed or retained for a commission, percentage.
brokerage, contingent fee or other consideration, any
firm or person (other than a bona fide employee working
solely for me or the above Consultant) to solicit or
secure this contract.
(b)
agreed, as an express
obtaining this contract,
services of any firm or
carrying out the contract.
or implied
to employ
person in
condition for
or retain the
connection with
(c) paid, or agreed to pay, to any firm. organization or
person (other than a bona fide employee working solely
for me or the above consultant) any fee, contribution.
donation or consideration of any kind for, or in
connection with procuring or carrying out the contract:
except as here expressly stated(if any):
I further certify that the firm I hereby represent is
authorized to do business in the State of Washington and that the
firm is in full compliance with the requirements of the Board of
Professional Registration, and that the firm is registered with
the Department of Revenue for the State of Washington.
I acknowledge that these certificates are to be available to
the Agency, State Department 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 applicable State and Federal laws,
b;~i;;mindi";:iXd-r-
-7J)~ e Signature
Upper Hob Road IIIIP1'ovement, CR07~9, Exhibit "C",
Page 1 of 2
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CERTIFICATION
EXHIBIT .'C"
Project No. QBQ1li
County Jefferson
CERTIFICATION OF AGENCY OFFICIAL
I hereby certify that I am the.Aeency Official of the County
of Jefferson Washington and that the above consulting firm or his
representative has not been required, directly or indirectly as
an express or implied condition in connection with obtaining or
carryine out this contract to:
(a) employ or retain, or agree to employ or retain, any
firm or person, or
(b) Payor a.ree to pay to any firm, person, or
or.anization, any fee, contribution, donation or
oonsideration of any kind, except as here expressly
stated (it any).
I aoknowled8e that this certificate is to be available to
tho Federal Hi.hway Administration, U.S. Department of
Transportation, in oonnection with this contract involVing
participat.ion of Federal-a1.d hiehway funds and is subject to
applicable St.ate and Federal Laws, both criminal and civil.
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ENTRANCO ENGINEERS,INC,
March 26, 1990
LAKE WASHINGTON PARK BUILDING (206) 827-1300
5608 LAKE WASHINGTON BOULEVARD N.E.. KIRKLAND. WA 98033
Mr, Bruce Laurie
Construction Engineer
Jefferson County, Dept. of Public Works
P.O,Box 1220
Port Townsend, Washington 98368
"
Re: Hoh River Road
Entranco Project No. 89035-20
Dear Bruce:
The following represents a draft response to Lynn Bruch's letter of March 3, 1990. You
may wish to incorporate parts of it along with my letter of February 28, 1990 to formu-
late an agreement with Lynn on a final estimate and settlement of any potential claims.
1. Mobilization
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Bonding costs are based upon the value of the entire project. Since the entire project
value increased by $237,000 you may be subject to a one percent bond cost increase.
However, other fixed job costs such as home office overhead as well as job profits can
be distributed into the unit prices at the discretion of the Contractor.
It has to be assumed that the bond costs or any other fixed costs along with profit are
distributed throughout the unit items,
To request additional reimbursement for bond costs would stimulate a need to consider
a reimbursement from the Contractor for excess profits on the amount earned beyond
the bid.
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Section 1-09.9 Payments states. .Paymenls will be made for work and labor performed
and materials furnished under the contract according to the price in the proposal un-
less otherwise provided." Therefore, no additional bond costs will be granted,
.
2. Clearing and Grubbing
Our site representative, Ralph Helll, measured the actual clearing limits, We have sub-
mitted to you a copy of his measurements and calculations, Ralph asked Bruch and
Bruch to accompany him In performing those measurements and Bruch declined, The
7,76 acres measured by Ralph had been on the progrese pay estimate for many
months which you certified by your endorsement to be "true and correct."
Upon receipt of your Information we reviewed Ralph's calculations and found that he
strictly interpreted Section 2.01,4 in excluding areas that "require no work." These
non-cleared exclusions (,8 acres) were at side roads and do qualify for payment.
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March 26. 1990
Page Two
Also. since Ralph measured from ditchline, and this section of the specifications is
somewhat gray in the interpretation of a roadside starting point for measurement, we
proposed a compromise to compensate for logging debris in the ditch.
Finally, we are using this pay item to pay for an equivalent force account value for tree
removal. The entire payment is outlined below,
- Previously paid
Owed contractor for area previously excluded from
measurement
7.76 acre
,80 acre
Owed contractor for equivalent of force account for tree
removal
.40 acre
- Settlement to contractor based on interpretation of
specifications with respect to measurement
Total payment
,94 acre
9,9 acres
Additional financial commitment by Jefferson County:
9.9 ac. 7.76 ac = 2,14 ac x $5,340/ac, = $11.427.60
3. Roadway Excavation and Unllultable
Section 2.03.5 of the specifications provides for payment of roadway excavation,
1, "Roadway Excavation....2 feet or less below subgrade....unit contract prices lor
roadway excavation and haul shall apply:
"The unit contract prices per cubic yard shall be lull pay for excavating, loading. plac-
Ing, or otherwise dispos/no of the malerlal." (emphasis added).
Section 2-03,3(4)E. Unsuitable Foundation States, "The work will not be considered un-
suitable foundation excavation lithe materials: 1, come from the roadway cut. ditch. or
channel charge prisms:
As some material was agreed to be paid as .unsultable., and the balance fils the dell-
nltlon as described above as roadway excavation, the final quantity payment Is outlined
below,
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Balance of addlllonsldeletlons
Subtotal: Roadway Excavation
Actual volume of unsuitable excavation
Total Excavation
18.132 cy
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March 26. 1990
Page Three
Excavation Payment:
Item 4: Roadway Excavation
Item 5: Unsuitable Excavation
17.467 cy
9.950 cv
27.417 cy
x $2.20/cy = $38.427.40
x $4.70/cy = $46,765.00
$85,192.40
Additional financial commitment by Jefferson County:
Item 4: Roadway Excavation
Item 5: Unsuitable Excavation
Total additional
Total
$38,427.40
$46.765.00
Balance
$6,631,48
$5,387.61
i,12,019,09
Prevo Paid
$31.795.92
$41.377.39
4. Embankment Compaction
Embankment material consists of earth excavated from the roadway to be used as fill,
as well as imported material from borrow pits. For convenience. progress payments
were made by truck measure for both materials. but actual payment is by neat line
cross section, Since all on-site embankment was not moved by truck. additional pay-
mentto reflect final quantity is due the contractor.
Actual embankment compaction will match quantities paid for roadway excavation (Item
4) and unsuitable excavation (Item 5) as material was placed and compacted to the
same neat line dimensions as represented by the combination of those items.
27.417 cy x .65 cy = $17.821,05
Additional financial commitment by Jefferson County:
Total
Item 7: Embankment Compaction $17.B21,05
Prevo Paid
$13,077,02
Balance
$4744.03
We have 110 Idea where your quantity of 26,944 cy was derived,
5, Structure Excavation
The speCial provisions for this project supplement Section 2.09,3(1)0 with Section 2.
09,3(1)C which states "If the State provides no waste site. but requires disposal of ex.
cess excavation or other materials. the Contractor shall arrange for disposal at no ex.
pense to the State....
Therefore. all costs for disposal should have been included In lIem 12, Structure Exca.
vation. Class 8 Including haul. and no additional payment shall be mado,
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March 26, 1990
Page Four
6. Borrow Excavation
It is agreed that borrow excavation had been conveniently kept track of during con-
struction by truck measure and often erroneously described as .gravel borrow., This
was further confused using the same pit and some material for gravel base. However,
the contract language prevails and a fair adjustment (10 percent) to truck measure to
represent in-place density reflects an overpayment. The final payment quantity is out-
lined below.
12,013cy + 1,1 = 10,921cyx5.65 = $61,703.65
Additional financial commitment by Jefferson County:
Item 6: Borrow Excavation
Total
$61 ,703,65
Prev, Paid
$62,787.89
Balance
< ffi"84.24 >
7. Gravel Base
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during the project and cross-checked with adjusted in.place densities. It is agreed that
17.5 cy loads for truck and trailer is a correct conversion of the average load with
some being more and others less.
A final tally of truck tickets and adjustment for cubic yards not previously done gives a
final quantity as shown below.
23,914cy x $5.65cy = $135,114,10
Additional financial commitment by Jefferson County:
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Item 14: Gravel Base
Total
$135,114,10
Prevo Paid
$128,972,55
Balance
$if.i41.55
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In addition to the above, the following items need to be addressed.
A payment of $816,00 is owed for force account work for item 30. This is presonted on
the summary,
Finally, the contractor owes payment to the county for materiallrom the Winfield Pit.
.
Item 8: Borrow Excavation
Item 14: Gravel Base
Total Quantltv
34,835 cy
10,921 cy
23,914 cv
34,835 cy
Previous Iv Paid
33,428,2 cy . 1,408,8 x $,90 . $1,288,12
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Mr. Bruce Laurie
March 26. 1990
Page Five
Summary
The final quantities proposed results in the need for the following payment sum by Jef-
ferson County:
Item Descriotion Balance Due
2 Clearing and Grubbing $11,427.60
4 Roadway Excavation 6.631.48
5 Unsuitable Foundations 5.387.61
6 Borrow Excavation < 1.084.24 >
7 Embankment Compaction 4.744.03
14 Gravel Base 6.141.55
30 Ditch Excavation 816.0Q
Subtotal $34.064.03
100 County Reimbursement, Winfield Pit <1.266,12>
Total $32,797,91
We feel this represents a fair and equitable final payment. If agreed to by the Contrac-
tor, please endorse the enclosed change order and final estimate.
Please call if you have any questions.
Sincerely.
ENTR. A~ENGINEERS. INC,
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Ed Berschinskl
Project Manager
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ENTRANCO ENGINEERS, INC.
February 28, 1990
LAKE WASHINGTON PARK BUILDING 1206) 827-1300
5808 LAKE WASHINGTON BOUL.EVARD N.E.. KIRKLAND. WA 98033
Mr. Bruce Laurie
Construction Engineer
Jefferson County, Dept. of Public Works
P,O,Box 1220
Port Townsend. Washington 9836B
Re: Hoh River Road
Entranco Project No. 89035-20
Dear Bruce:
As a result of our meeting with Lynn Bruch on February 9, 1990, a tentative settlement
was reached regarding final payment. This settlement is subject to the following provi-
so:
1. The contractor presents his argument for payment of the items in question in
a method that utilizes interpretation of the contract language to support the re-
quest.
2. The tentative settlement is subject to approval by the Board of County Com-
missioners based upon acceptance of the contractor's argument, staff recom-
mendation, and available budget.
In summary, the tentative settlement provides payment as shown below:
ttem 2: Clearing and Grubbing
Previously paid
Owed contractor for area previously excluded from
measurement
Owed contractor for equivalent of force account for tree
removal
Settlement to contractor based on Interpretation of
specifications with respect to measurement
Total payment
7,76 acre
.80 acre
.40 acre
.94 acre
9,9 acres
Additional financial commitment by Jefferson County:
9,9 ac .7,76 ac = 2,14 ac)( $5,340/ac, = t11.427,60
(vent'T OHlCI! &tIO(Anl[.ftnS1 """'l(\HAI nANKf'UtLOI"'O 11t.I'M,~
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February 28, 1990
Page Two
Item 415: Roadway Excavation/Unsuitable Excavation
Plan quantity from WSDOT program
Balance of additions/deletions
Subtotal: Roadway Excavation
Actual volume of unsuitable excavation
Total Excavation
18,132 cy
664 cv
18,796 cy
8.621 cv
27,417 cy
Contractor argument for split of excavation quantity:
Roadway Excavation
Unsuitable Excavation
Total Excavation
14,017 cy
13.400 cv
27,417 cy
A ientalive compromise was reached, recognizing tliat the contractor may have en-
dured additional costs that could not have been anticipated and interpretation of the
specifications allows for additional unsuitable payment.
Also, the contractor is owed payment for additional quantities not previously paid as
progress payments were made by truck measure and final payment is by cross sec-
tion.
Excavation Payment:
Item 4: Roadway Excavation
Item 5: Unsuitable Excavation
x $2,20icy = $38,427.40
x $4.70'cy = $46,765,00
$85,192.40
17,467 cy
9,950 CV
27,417 cy
Additional financial commitment by Jefferson County:
Item 4: Roadway Excavation
Item 5: Unsuitable Excavation
Total additional
Total
$38,427.40
$46,765.00
Balance
$6,631,48
$5.387.61
$12,019.09
Prevo Paid
$31.795.92
$41,377.39
Item 6: Borrow Excavation
Borrow excavation had been treated as the Item "gravel borrow" during construction
and measurement had been made by truck measure, A final quantity by truck measure
of 12,286 cy will therefore be reduced by 10 percent to represent an "In-place" pit
quantity for final payment.
12,013cy + 1,1 = 10,921 cyx5.65 = $61,703.65
Additional financial commitment by Jefferson County:
Item 6: Borrow Excavation
Total
$61,703,65
Balance
< $1.084.24 >
Prev, Paid
$62,787,89
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February 28. 1990
Page Three
Item 7: Embankment Compaction
Embankment material consists of earth excavated from the roadway to be used as fill.
as well as imported material from borrow pits, For convenience. progress payments
were made by truck measure for both materials. but actual payment is by neat line
cross section, Since all on-site embankment was not moved by truck, additional pay-
ment to reflect final quantity is due the contractor,
Actual embankment compaction will match quantities paid for roadway excavation (Item
4) and unsuitable excavation (Item 5) as material was placed and compacted to the
same neat line dimensions as represented by the combination of those items,
27.417 cy x ,65 cy = $17,821,05
Additional financial commitment by Jefferson County:
Total
Item 7: Embankment Compaction $17,821.05
Prev, Paid
$13.077.02
Balance
$4744,03
Item 14: Gravel Base
A finaltalley of truck tickets and ajdustment for cubic yards not previously done gives a
final quantity as shown below.
23,914 cy x $5,65 cy = $135.114.10
Additional financial commitment by Jefferson County:
Item 14: Gravel Base
Total
$135.114.10
Prev, Paid
$128.972.55
Balance
$6.141,55
Item 30: Ditch Excavation
A payment of $816,00 I:; owed for force account work for Item 30, This is presented on
the summary.
Finally. the contractor owes payment to the county for material from the Winfield Pit,
Item 6: Borrow Foundation
110m 14: Gravel Base
10.921 cy
23,914 cv
34.835 cy
Previous Iv Paid
33.428,2 cy = 1,406,8)( $.90 = $1.266,12
Total Quanlilv
34.835 cy
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February 28, 1990
Page Four
Summary
The tentative seWement proposed results in the need for the following payment sum by
Jefferson County:
Item Descriotion Balance Due
Clearing and Grubbing $11,427,60 "
2
4 Roadway Excavation 6,631.4B
5 Unsuitable Foundations 5,387,61
6 Borrow Excavation < 1,OB4,24 >
7 Embankment Compaction 4,744.03
14 Gravel Base 6,141.55
30 Ditch Excavation 816,00
Subtotal $34,064.03
100 County Reimbursement, Winfield Pit < 1,266,12 >
Total $32,797.91
We feel this represents a fair and equitable settlement if agreed to by all parties,
Please call if you have any questions.
Sincerely,
ENTRANB ENGINE~R~, IN~, _
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Project Manager
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ENTRANCO ENGINEERS, INC.
February 28, 1990
LAKE WASHINGTON PARK BUIl.DING (206) 821.1300
5808 LAKE WASHINGTON BOULEVARD N,E.. KIRKLAND. WA 98033
Mr, Bruce Laurie
Construction Engineer
Jefferson County. Dept. of Public Works
P,O,Box 1220
Port Townsend. Washington 98368
Re: Hoh River Road
Entranco Project No. 89035-20
Dear Bruce:
As a result of our meeting with Lynn Bruch on February 9. 1990. a tentative settlement
was reached regarding final payment. This settlement is subject to the following provi-
so:
1, The contractor presents his argument for payment of the items in question in
a method that utilizes interpretation of the contract language to support the re-
quest.
2. The tentative selllement is subject to approval by the Board of County Com-
missioners based upon acceptance of the contractor's argument, staff recom.
mendation, and available budget.
In summary. the tentative selllement provides payment as shown below:
Item 2: Clearing and Grubbing
Previously paid
Owed contractor for area previously excluded from
measurement
Owed contractor for equivalent of force account for tree
removal
Selllementto contractor based on Interpretation of
specifications with respect to measurement
Total payment
7.76 acre
,80 acre
.40 acre
,94 acre
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Additional financial commitment by Jefforson County:
9,9 ac. 7,76 ac :: 2,14 ac x $5.340/ac, :: $11.427,60
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February 28, 1990
Page Two
Item 4/5: Roadway Excavation/Unsuitable Excavation
Plan quantity from WSDOT program
Balance 01 additions/deletions
Subtotal: Roadway Excavation
Actual volume of unsuitable excavation
Total Excavation
18.132 cy
664 cv
18.796 cy
8.621 cv
27,417 cy
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Contractor argument for split ot excavation quantity:
Roadway Excavation
Unsuitable Excavation
Total Excavation
14,017 cy
13.400 cv
27,417 cy
A tentative compromise was reached, recognizing that the contractor may have en-
dured additional costs that could not have been anticipated and interpretation ot the
specifications allows for additional unsuitable payment.
Also. the contractor is owed payment tor additional quantities not previously paid as
progress payments were made by truck measure and tinal payment is by cross sec-
tion.
Excavation Payment:
Item 4: Roadway Excavation
Item 5: Unsuitable Excavation
17.467 cy
9,950 cv
27,417 cy
Additional financial commitment by Jefferson County:
x $2,20/cy = $38.427.40
x $4,70/cy = $46,765.00
$85.192.40
Item 4: Roadway Excavation
Item 5: Unsuitable Excavation
Total additional
Tolal
$38.427,40
$46.765,00
Balance
$6.631,48
$5,387,61
$12,019,09
Prev, Paid
$31.795,92
$41,377,39
Item 6: Borrow Excavation
Borrow excavation had been treated as tho Item "gravel borrow" during construction
and measurement had been made by truck measure, A final quantity by truck measure
of 12.286 cy will therefore be reduced by 10 percent to represent an .in-place" pit
quantity for final payment.
12.013 cy + 1,1 = 10.921 cy x 5.65 = $81.703,65
Additional financial commitment by Jefferson County:
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Item 6: Borrow Excavation
Total
$61.703,85
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$62.787,89
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February 28, 1990
Page Three
Item 7: Embankment Compaction
Embankment material consists of earth excavated from the roadway to be used as fill.
as well as imported material from borrow pits. For convenience. progress payments
were made by truck measure for both materials, but actual payment is by neat line
cross section. Since all on.site embankment was not moved by truck, additional pay.
ment to reflect final quantity is due the contractor.
Actual embankment compaction will match quantities paid for roadway excavation (Item
4) and unsuitable excavation (Item 5) as material was placed and compacted to the
same neat line dimensions as represented by the combination of those items.
27.417 cy x .65 cy = $17.821,05
Additional financial commitment by Jefferson County:
Total
Item 7: Embankment Compaction $17.821.05
Prevo Paid
$13,077,02
Balance
$4744.03
Item 14: Gravel Base
A final talley of truck tickets and ajdustment for cubic yards not previously done gives a
final quantity as shown below,
23.914 cy X $5.65 cy = $135.114,10
Additional financial commitment by Jefferson County:
Item 14: Gravel Base
Total
$135,114,10
Prevo Paid
$128,972.55
Balance
$6,141,55
Item 30: Ditch Excavation
A payment of $816,00 is owed for force account work for Item 30, This is presented on
the llummary,
Finally, the contractor owes payment to the county for material from the Winfield Pit,
Item 6: Borrow Foundation
Item 14: Gravel Base
10.921 cy
23.914 cy
34.835 cy
PreviouslY Paid
33.428,2 cy II 1.408,8 x $,90 .. $1.288,12
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34.835 cy
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February 28, 1990
Page Four
Summary
The tentative settlement proposed results in the need for the following payment sum by
Jefferson County:
!!mn Descriotion Balance Due
2 Clearing and Grubbing $11.427,60
4 Roadway Excavation 6.631,48
5 Unsuitable Foundations 5,387.61
6 Borrow Excavation < 1.084,24 >
7 Embankment Compaction 4,744.03
14 Gravel Base 6.141,55
30 Ditch Excavation ~
Subtotal $34.064,03
100 County Reimbursement, Winfield Pit < 1.266.12>
Total $32.797,9.1
We feel this represents a lair and equitable settlement II agreed to by all parties,
Please call il you have any questions,
Sincerely.
ENTRANB ENGINE~R~. IN~, .
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Project Manager
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ENTRANCO ENGINEERS, INC.
LAKE WASHINGTON PARK BUILDING 12061827.1300
5808l.AKE WASHINGTON BOULEVARD N E. KIRKLAND WA 98033
February 8. 1990
Mr. Bruce Laurie
Construction Engineer
Jefferson County
Department of Public Works
P.O, Box 1220
Port Townsend. Washington 96368
Re: Hoh River Road
Entranco Project No. 89035-20
Dear Bruce:
After our meeting on 1131/90. I again reviewed the project quantities, Ralph and I also
met wilh the contractor on Saturday. 2/3/90 to confirm the quantities of Imported
material and explain the apparent discrepancy in the gravel base quantity,
It appears that the rElason the volume of gravel base appears high Is the use of gravel
base for borrow excavation and the difference between truck measure versus In.place
measure.
The total amouat of embankment required on the job was as follows:
18.000 cy (plan quantity)
8,800 cy (next line. actual)
26,800 cy (in place)
1,3 x
34,840 cy
The amount of gravel base and borrow excavation brought Inlo the job Is 36.218 cy
(truck measure),
Roadway excavation
Unsuitable excavation
Increase to truck measure
Borrow excavation
Gravel base
Total Import
12,286 cy
23.93.1 cy
36,2'18 cy
The volume of gravel base required par plan plus grade revisions Is 14.400 cy,
Tolallmport
Gravel base
Balance
36.218 cy
~cy
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February 8. 1990
Page Two
If you add the balance of imported material to the roadway excavation used in the
embankment, It closely matches the tolal embankment requirement. .
Balance of import
Road ex. used as fill
21.818 cy
11,02B cy
33,846 cy
34,840 cy
33.846 cy
992 cy
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Embankment required
Embankment placed
Difference
This analysis shows that there was probably 1.000 cy less embankment actually
required than plan quantity indicated. It also shows that we paid for more material as
gravel base than borrow excavation, but it was the same material .trom the same pit at
the same price, so the difference is not a problem. It actually saves the County $,65 cy
payment for embankment.compaction,
We'll discllss this in more extent at our meeting on Friday, 2-9-90. Please call with any
questions.
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ENTRANCO ENGINEERS, INC.
LAKE WAStUNGTON PARK BUILDeNG t206) 821-1300
580B LAKE WASHINGTON BOUlEVARD N.E.. KIRKLAND. WA geCl33
January 25. 1990
Mr. Bruce Laurie. Construction Engineer
Jefferson County
Department of Public Works
P.O. Box 1220
Port Townsend, Washington 98368
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Re: Hoh River Road
Entranco Project No. 89035-20
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As you may already know, I met all day on December 21, 1989 and again on January
16. 1990 with Lynn Bruch in an attempt to come to an agreement on final payment and
to close out the project. We have certain issues which are unresolved, ,and cannot be
resolved without your participation.
The following represents .the position that .Lynnhas taken on the project and our stance
based upon .areasonable interpretation of the plans and specifications, After you
review this information and discuss it in.house we would be happy to meet with you to
answer any questions and plan a negotiation meeting with .the contractor. Perhaps a
marning session for us with an afternoon session with the contractor will be a good way
to come to a better understanding of a mutual resolution,
Please call me to discuss the matter at your earliest convenience,
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ENTR~NCO ENGINEERS, INC,
Ed Berschinski
Manager, Construction Services
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Hoh River Road
Item Description
-or- Mobilization
Requested by the Contractor:
Previously Paid:
$4,740,00
$19,500,00
Additional
Contractor's Reason: The project value increased by $237,000 from the amount
originally bid. At close of books the contractor will be requested to pay an additional
$3,555 in bond cost and $1,185 in 8&0 tax. All bond and taxes were included in
mobilization and there is no way for recovery to occur,
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Recommended Payment: $0
Engineer's Justification: Although these costs may be "assigned" to mobilization, they
are similar to OH and Profit and are actually spread throughout the project items.
Costs are already re-couped in the paid items.
Item Description
'-2 Clearing and Grubbing
Requested by the Contractor: 4.21 ac x $5,340=$22,481.00 Additional
Previously Paid: 7.76 ac x $5,340 = $41,438.40
Contractor's Reason: The contractors independent measurements are contrary to
those calculated by Entranco, The difference appears to be in the width of clearing
and areas of exclusion. Entranco used ditch line to clearing limit and exclusion for
side roads, Contractor used shoulder of roadway to limits and no exclusion,
Specification section 2-01,4 does not clearly define measurement start and finish,
Recommended Payment: Pay total of 9.9 acres
2.14 ac x $5,340 = $11 ,427,60 Additional
Engineer's Justification: There is approximately 10 feet from the shoulder to ditch line
on each side, A compromise between shoulder and ditch line Is five feet on each side
of the roadway, Sta, 18+ 50 to 93 + 50 = 7,500 x 10 = 75,000 s,f" 75,000 s.t, = 1,72 acres
plus exclusions = 1,74 acres, 43,560 $,f.Iacre, An equivalent value of ,4 acre Is also
Included to compensate the contractor for force account tree removal,
Item Description
NTA Stripping of Borrow Pit
Requested by the Contraclor: $7,544
Contraotor's Reason: Contraclor olaims Ihese oosls were nolln his bid and devetoped
an understanding Ihrough conversation with Iile County Iilal they woutd be oonsldered.
Reoommended Payment: $0
Engineer's Juslltloallon: Addendum No, 1 slales all cosl for pit producllon should be
Included In unit price,
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4/5
Descriotion
Roadway Excavation/Unsuitable Foundation Excavation
Requested by the Contractor: 27,600 cy ot total excavation
.14,414 cy Roadway Excavation
13,186 cv Unsuitable Foundation Excavation
27,600 cy
Value ot Request:
Road Excavation
Previously Paid
14,414 cy x 2.20 cy=
14,452,69 cy x 2,20=
$31,710.80
31,795,92
Unsuitable Excavation 13,186 x 4,70 =
Previously Paid 8.803,7 x 4,70=
Net
<85.12>
61,944.20
41,377,39
$20,596,81
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$20.511.69
Contractor's Reason: Contractor claims he bid the job as shown. a nearly balanced
cutltill operation, to be done with scrapers, As most material could not be used tor
embankment. he had to use excavators and trucks, with more material having to be
hauled to a waste site, Handling costs tor haul to waste, waste site equipment
operation, and separation of good embankment material, etc. are claimed to cost more
money than the roadway excavation price. The Contractor believes payment as
unsuitable is more appropriate, Contractor thinks quantities should be based on one
time cross section as called tor in specifications, and not on truck counts.
Recommended Payment:
Compromise for value less than requested. say $10,000
Engineer's Justification: Some additional quantities may be owed the contractor.
Quantities paid to date were based on truck measure due ~o the changes made in the
field to plan prOfile due to poor subgrade conditions. In some areas the contractor
pushed excavated material with a dozer, used a loader andlor scraper for which no
tickets were kept. Final excavation truck quantities are more than paid to date.
On the other hand, truck measure quantities were not reduced to reflect swells. In-
place volume could be 30 percent less than truck measure. Roadway excavation is an
in-place measure.
The fact is, the slle solis and conditions did not allow construction of the roadway as
planned, The contractor Is threatening to file a claim if he isn't additionally
compensated, There should be room to compromise.
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6 Borrow Excavation
Requested by the Contractor:
Previously Paid:
1,173 cy x $5,65 cy II $6,628,00 additional
11,112,90" $62,787,89
Contractor's Reason: Final tally and review 01 tickets to account for cubic yards not
previously paid,
Recommended Paymont:
Pay 8S requested,
Tolal borrow quantity" 12.286 cy
Engineer's Justification: Accounts match that of engineer,
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Item Description
-:r Embankment Compaction
Requested by the Contractor:. Pay for revised plan quantity
27.000cyx.651cy = $17.750.00
Previously Paid: 20,l18,49x.65/cy= $13.0n.02
$4,472.98 additional
Contractor's Reason: Project was constructed to plans plus a considerable amount of
additional borrow. Much of the material paid for as gravel base could have easily been
classified as borrow. 27,000 cy represents plan quantitY of roadway excavation used
as embankment (18.140) plus neat line measure of borrow in place where. unsuitable
was removed (8.804).
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Recommended Payment: Pay as constructed per original plan,
Engineer's Justification: Original plan quantity was for 20,000 cy which represented
roadway excavation brought to embankment plus imported borrow. Total borrow
quantity of 12.286 cy plus actual roadway excavation brought to fill is very close to the
original plan.
Item Description
14 Gravel Base
Requested by the Contractor: Total of 23.932 cy x $5,65=
Paid to Date 22.857 cv x $5.65 =
Additional 1.105 cy
$135,215.80
$128,972.55
$6.243.25
Contractor's Reason: Final talley and review of tickets to account for cubic yards not
previously paid,
Engineer's Justification: Accounts match that of engineer.
Recommended Payment:
Pay as requested,
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30
Description
Ditch Excavation
Requested by the Contractor:
Payment Recommonded:
$816 (Force Account)
102cy x $8.1cy=$816
Engineer's Justification: Payment for force account work not paid on previous
estimates,
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Summary: The tolal additional amount requested by the Contractor and that
recommended by the Engineer are subject to County review and approval. This
analysis is provided for information only and does not represent a final position on
payment
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Additional Payment
Contractor Engineer
Item Description ~uest Recommendation
Mobilization $4,740,00 $0
2 Clearing and Grubbing $22.481,00 $11.427:an
N/A Pit Stripping $7,544.00 $0
4/5 Roadway Excavation! $20,511.69 $10,000.00
Unsuitable Foundation
6 Borrow Excavation $6,628.00 $6.628,00
7 Embankment Compaction $4,472.98
14 Gravel Base $6.243,25 $6,243,25
30 Ditch Excavation $816.00 $816.00
Total $73,436,92 $35,114,85
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Recommended Payment =
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$35.114,85
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ENTRANCO ENGINEERS, INC.
LAKE WASHINGTON PARI< eUILDING (206) 827-1300
saoa LAKE WASHINGTON BOULEVARD N.E.. KIRKLAND. WA 98033
January 2, 1990
Mr. Bruce Laurie
Construction Engineer
Jefferson County Department of Public Works
PO Box 1220
Port Townsend, Washington 98368
Dear Bruce:
In response to your request made during our telephone conver-
sation today, we are submitting a proposed rate schedule for
various consulting services during construction.
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construction inspection/survey who arc capable of working in-
dependently on an assignment in Jefferson County. The rates
reflect ~ctual projected salaries through the 1990 calendar
year including benefits, overhead and profit.
We hope this helps you with your planning process.
call if we can be of additional assistance.
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CONSTRUCTION/SURVEY SERVICES
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Inspector
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Travel
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ENTRANCO ENGINEERS, INC.
LAKE WASHINGTON PARK BUilDING (208) 827.1300
5808 LAKE WASHINGTON BOULEVARD N E.. KIRKLAND. WA geo33
November 30. 1989
Mr, Lynn Bruch
Bruch & Bruch Construction
228 Highway 101 West
Port Angeles. Washington 98362
Re: Upper Hoh Road
CRO 749
Entranco Project No, 89035-20
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Based on our project .walk though. on November 21, 1989 with the County officials we
are enclosing a punchlist 01 items that need your attention prior to final acceptance.
We now consider the project substantially complete which relieves you of responsibility
for roadway maintenance, We are reviewing the noted diNerences in pay item.s lor unit
quantities in order to process a linal pay estimate.
Prior to release 01 retainage. you and your subcontractors must submit the necessary
project closure documentation. including "Affidavits 01 Wages Paid.. Materialmen lien
release. and evidence 01 State taxes paid. Hydroseeding will be checked In the spring
for acceptance or areas 01 re.seeding,
We leel the project was completed with good workmanship and appreciated the oppor-
tunity to work with you. Jellerson County has a new section of high standard roadway
for which they can be proud 01,
Thank you lor your cooperation. we look forward 10 working with you again in the luture,
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ENTRANCO ENGINEERS. INC,
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UPPER HOH RIVER ROAD
(CRO 749)
List of Deficiencies
November 21,1989
1. Emulsion seal of asphalt bull joint at side road approaches and project beginning
and end,
2, Remove cover from speed limit sign Station 1 + 50.
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3. Repair slope washout at Station 35 + 00"
4. Replace section line post and post lor 3100 road.
5. Remove all survey lathe, flagging, ele, and provide general roadway clean-up.
6, Provide suppliers lest report for lane markers.
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ENTRANCO ENGINEERS, INC.
LAKE WASHINGTON PARK BUILDtNG (200) 627.1300
5808 LAKE WASHINGTON BOUl.EVARD N.E~ KIRKLAND. WA 98033
October 20.1989
Bruch and Bruch Construction
228 Highway 101 West
Port Angeles, Washington 98362
Attn: Jennifer Bruch
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Re: Upper Hoh Road
CR0749
Entranco Project No. 89035-20
Dear Jennifer:
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Your request to seed during the week of October 23, 1989 per your letter of October 13.
1989 Is granted provided. however. the environmental conditions are conducive to
satisfactory results, You are relerred to the last paragraph of Section 8,01,3(7) of the
Standard Specifications, the last two sentences of which are repeated here, "The
Contractor shall restore eroded areas, clean up eroded materials, and reseed, fertil!1:e,
and mulch areas falling to show a uniform stand of grass. Restoration. reseeding.
fertilizing, and mulching shall be performed at no additional cost to the State."
We suggest you concur with your applicator prior to seeding that they understand these
conditions.
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ENTRANCO ENGINEERS, INC,
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LAKE W,ASHINOTON PARK BUIL.OING (206) 827.'300
5ao8 L'-'I<E wASHINGTON BOULEVAAO N E.. I<IRt<L.AND. WA ge()33
August 7, 1989
Mr. Bruce Laurie. Construction Engineer
Jefferson County
Department of Public Works
P.O. Box 1220
Port Townsend, Washington 98368
Re: Upper Hoh River Road, CRP0749
Entranco Project No. 89035-20
Dear Bruce:
Thank you for meeting with us at the project site on Thursday and special thanks to
Bob Nesbitt for taking time to meet with us. Ralph and I were both relieved to know that
our concerns were mutually shared by you and Bob. We now have good direction to
continue toward the completion of a high quality improvement to Hoh Road.
Tile enclosed list summarizes the decisions reached last Thursday. These will be
used to develop change order number two, Please let me know if you concur,
1. To relieve current and future drainage problems, three additional culverts will be
installed,
A. Sta. 35+00 :1:70 L.F. of 24" aluminum pipe.
Sla. 50 + 75 :I: 70 L.F. of 18" aluminum pipe.
Sla. 77 + 50 :!: 70 L.r-. of 24" aluminum pipe.
2. Inslallation of a geotextlle membrane (fabric) in areas of unsuitable foundation
removal to separate Imported gravel borrow from the soft subgrade, The
contractor will make a vertlcal cut along the edge of existing pavement to place
the fabric, The fabric ordered by the contractor (Reemay's Typar Style 3401)
appears suitable for that purpose, The contractor quoted an Installed price of
$1..25/yd2 for an estimated 6.000 s,y. of fabric.
3, The conditions encountered on-site necessitate Increases In the unsuitable
quantity (Item 5) along areas designated for widening on both sides of the existing
roadway, Our resident manager, Ralph Helll, will use his judgment to assure
stability of the construction and keep the overrun of planned unsuitable removal
minimized.
4. The contractor will be paid under Item 5 to establish roadside ditches In fill areas
as needed to promote drainage,
5, In tho aroa slated for full width unsuitable removal (Stations 86 + 50 to 94 + 00) we
will have the contractor attempt to save the existing roadway prism and only
excavate on each side to accommodate new fill, The existing pavement will be
scarified and fill placed on top without removal,
IVE"t" OI',tCl! ".SUHll"lft" NAJlOHAl nAHK ftUIlDlNO (XlII *<<'02
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August 7. 1989
Page Two
6, In areas where there is minimal change from existing grade to new grade the
existing pavement will be scarified and rolled for placement of crushed surfacing
and asphalt pavement rather than cut to design subgrade.
7. The native borrow from cut areas is. for the most part. very moisture sensitive and
should be worked by the contractor only as weather allows. The contractor will be
directed to shift his work if the embankment becomes unworkable,
8. As increases in imported borrow are anticipated, the contractor may be allowed to
use the Fletcher Pit for quantities above the Winfield Pit limits.
Please check on the current limits allowed by the DNR for the Winfield Pit and if
DNR will allow those limits to be increased. Also, please check on the status of the
Fletcher Pit sample for gravel base.
We will ask the contractor to confirm ownership and legality for excavation from
the Fletcher Pit.
9, In addition to anticipated overruns In Item 6. Borrow Excavation. we also anticipate
a significant overrun In Item 24. Traffic Control Labor, The final quanllty Is
estimated to be about 1 ,600 hours for an overrun of $11.840.
We will take a closer look at all the bid items to determine the potential for
overruns/underruns to assist you In budget adjustments,
If there is anything you recall that is contrary or additional to the Information provided
above. please let me know at your earliest convenience, Again. thank you for your
support,
Sincerely,
ENTRANCO ENGINEERS. INC,
Ed Berschlnskl
Manager, Construction Servlcos
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LAKE WASHINGTON PARK BUILDiNG (206) 821.1300
5808 LAKE WASHINGTON BOULEVARD N.E., KIRKLAND, WA gs()33
July 19, 1989
Ms, Jennifer Bruch
President
Bruch and Bruch Construction
228 Highway 101 West
Port Angeles, Washington 98362
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Entranco Project No. 89035-20
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Dear Ms. Bruch:
It has come to our attention that cortlfled payroll transcripts have' not been received to
date for the above referanced project. These are essential to conduct wage rate
interviews, make payment for any force account work, etc, Please forward copies of
these transcripts at your earliest convenience, but prior to the end of the month,
As previously requested. we need a copy of your mining permil for the Fletcher Pit; this
permit is required by the DNA. A waste site must also be named,
Our records Indicate 55 worklng days remaining as of July 14 (43 original plus 12 C.O,
#1). Please provide a revised schedule which Indicates project completion within that
time frame.
Thank you for your attention to these matters,
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ENTRANCO ENGINEERS, INC,
LAI(E WASHINGTON PARK BUILOING (206) 827.1300
5608 LAKE WASHINo.TON BOULEVARD N E.. KIRKLAND. WI!. 98033
June 29, 1989
Mr. Jack Johnson
Burch and Burch Construction
228 Highway 101 West
Port Angeles, Washington 98362
Re: Upper Hoh River Road
County Road Project No. CRO 749
Entranco Project No, 89035-20
July 4th Weekend
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Dear Jack:
.
As discussed by telephone and with Ralph Heill on-site our response to your leller 01
June 16,1989 is as follows:
1, The July 4th weekend 15 expected to bring extremely heavy traffic to the Hoh River
Road so work on Saturday, July 1 cannot be allowed. Work on Friday, June 30
should also be ceased at noon, although a 1-2 hour working period past noon
could be granted by Ralph as conditions dictate,
2. As a hall day on Monday, July 3. 1989 would not be the most effective use 01 your
crews. and would likely be disruptive to holiday traffic, the County has agreed to
consider July 3 as a non-working day il your crews do not work. '
3. As lor work on Saturday, July 8 or other Saturdays, we would be willing to allow
work on a trial basis, Work on Saturday may allow you to more effectively
complete the project during good weather which Is good for both parties.
However, traffic disruption and the resultant economic impact to businesses
upstream 01 the project could be slgnillcant. II you are willing to try It at your risk,
knowing that you may have to shut down due to a traveler and business owner
protest we may allow a trial Saturday.
Have a good holiday.
Sincerely,
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ENTRANCO ENGINEERS, INC,
LAKE WASHINGTON PARK BUILDING 12(6) 827-1300
5808 LAKE WASHINGTON BOUL.EVARD N E., KIRKLAND, WA 98033
June 28, 1989
Ms. Jennifer Bruch, President
Bruch and Bruch Construction
228 Highway 101 West
Port Angeles. Washington 98362
Upper Hoh Road
CRP No. CR0749
Notice to Proceed
Entranco Project No, 89035-20
Dear Jennifer:
After receiving Jack Johnson's letter of June 6, 1989 regarding contract start date, we
neglected to formally respond with an official "Notice to Proceed", and are now correcting
that oversight.
According to the contract. the first working day will be May 30. 1989. With 75 working days
and excluding holidays (July 4, September 4.Labor Day) the last working day allowed on
the project will be September 12, 1989. This. of course, excludes any non-working days
credited due to weather or additional days authorized by change order.
Month
Worklno Davs
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June ,....,..",...,."".""", 22
July ,..,......"",.,...."."" 20
August .,.."..""..,.,.",.",. 23
September ..,..",....,.;",..,... ~
Total ,...,.."".,.,.,.,..",.", 75
Ralph Heltt will Josue a "Wee"'Jy Statement of Working Days. to ....eep you up-to.date,
and we would appreciate a sChedule update on a monthly basis, We understand you
Intend to work longer hours to complete work within the contractual lime requirements. We
will work with you as much as possible to completo the project on lime,
Best wishes for a successful project.
Sincerely,
ENTRANCO ENGINEERS. INC.
Ed Berschlnskl
Manager, Construclion Services
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LAKE WASHINGTON PARK BUilDING (20611521-1300
5808 lAKE WASHINGTON BOULEVARD NE., KIRKlAND. WA 98033
June 20, 1989
Ms. Jennifer Bruch, President
Bruch and Bruch Construction, Inc.
228 Highway 101 West
Port Angeles, Washington 98362
Hoh River Road
CR 0749
Entranco Project No. 98035-20
The following individuals representing Jefferson County will be available for emergency
traffic control.
Name
Phone
374-9620 Eve.
374-9259 Eve,
374-9620 Eve.
374-5118 Day
374-6952 Eve.
1 Ralph Heilt (Entranco Engineers)
2. Tom Morello (Jefferson Co,)
3. Jim Davies (N.W. Territories, Inc.)
4. Mel Frakker (Jefferson Co.)
The above individuals will respond on an "as needed" basis and at least one will bs
available at all times.
Sincerely,
ENTRANCO ENGINEERS, INC,
Ed Berschlnski
Manager, Construction SelVices
cc: Bruce Laurie
Jefferson County
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ENTRANCO ENGINEERS, INC.
LAKE WASHINGTON PARk BUILDING 120lSJ 827.1300
5808 LAKE WASHINGTON BOULEVARD N E.. KIRKLAAO. WA ge033
May 24, 1989
Mr. Jack A. Johnson, Estimator
Bruch & Bruch Construction
228 Highway 101 West
Port Angeles, Washington 98362
Upper Hoh River Road
Contract No. CRO 749
Entranco Project No. 89035-20
Dear Jack:
Your letter of May 18, 1989 to Jefferson County requesting a delay in project start is
generally acceptable. However, as stated in tho pre-construction meeting, the intents
and purposes of the end of May start was to construct during optimum seasonal
conditions, Your letter did not address a completion date,
Several options are available for our consideration,
1. Start June 12th and allow 75 working days, This would push the project
completion into the last week of September. If other non-working days are
granted we could easily extend into October when suitable weather is less likely.
This Is not very desirable,
2. Start June 12th and allow 75 working days. No additional non.worklng days
would be permitted lor weather,
3. Start June 12th and allow 65 working days. Additional non-days could be
granted as conditions dictate,
4. Start June 12th with a Ilxed completion date (i.e. September 29th). No additional
working days would be allowed for any reason,
Please consider these options and call to discuss a mutually acceptable solution, You
may have other options which could lead to an equitable resolution,
Thank you lor your prompt response.
Sincerely,
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Manager, Construction Services
co: ~uce Laurie, Jefferson County
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May 8, 1989
LAKE WASHINGTON PARK BUILDING 1206) 877.1300
5808 LAKE wASHINGTON BOULEVARD "'.E., KIRKLAND. WA 9803J
Mr. Len Bruch
Bruch and Bruch Construction Inc,
228 Highway 101 West
Port Angeles. Washington 98362
Upper Hoh River Road Reconstruction
County Road No. 914207, MP 0.33 to MP 1.80
County Road Project No, CR0749
Entranco Project No. 89035-20
Dear Mr. Bruch:
........
NOTICE OF PRECONSTRUCTION MEETING
Jefferson County has retained the services of Entranco Engineer. Inc. to provide
construction management services for the above referenced project. One of our initial
tasks is to arrange and conduct the pre-construction meeling,
This letter is to confirm that a pre construction meeting for this project is scheduled as
follows:
10:00 a,m.. Tuesday. May 16. 1989
Clallam County PUD Conference Room
First and Division Street
Forks. Washington
By copy of this leller the agencies and companies represented on the attached
contact list are invited to participate in this meeting.
Contract documents were forwarded to your office by Jefferson County on April 25.
1989 for your execution and return, You are also requested to submit several other
documents at your earliest convenience. including; a certificate of required Insurance
coverage. a performance bond. and intent to pay prevailing wage.
At the preconstruction conference we will ask you to present a discussion of the
proposed project schedule. Along with you schedule we would like you to bring any
requests to sub-let work. requests for material source approvals, traffic control plans
and a statement which presents your project site representative and emergency traffic
control personnel and phone numbers, We will provide a similar emergency list.
Please feel free to call with any questions, We look forward to working with you on this
project
Sincerely,
ENTRANCO ENGINEERS, INC,
Ed Borschlnskl
Manager, Construction Services
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Jefferson County
Upper Hoh River Road
CRP No. CR0749
Contact List
Contractor:
Mr. Len Bruch
Bruch and Bruch Construction, Inc,
228 Highway 101 West
Port Angeles, Washington 98362
Construction Manaaement
452-5388
Mr, Ed Berschinski or
Mr. Ralph Heitt
Entranco Engineers. Inc. 827 - 1300
5808 Lake Washington Blvd NE, Suite 200
Kirkland, Washington 98033
Desian Enaineers/Materials Testina
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Northwest Territories Inc.!
Clark Associates
717 South Peabody
Port Angeles, Washington 98362
Jefferson Cou!!!y
Mr, Bruce Laurie or
Mr, Tom Morello
Dept. 01 Public Works
P.Q, Box 1220
Port Townsend, Washington 98368
Other Aaencies
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Mr, Rick Cahill
Washington State
Department of Natural Resources
At. '1 Box 1375
Forks, WA 98331
Mr, Tom Nelson
Washington State Dept. 01 Fisheries
Hwy 101 North
Forks, WA 98331
Jim DeShazo
Washington State Dept. 01 Wildlife
905 E, Heron
Aberdeen. WA 98520
Washington State Patrol
2055 Hwy 101 E
Port Angeles. WA 98368
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385.9168
374.6131
374.9506
533.9335
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1026 E. First SI. Suite 1
Port Angeles. WA 98362
Mr. Post Master, Nick Julich
United States Postal Service
Forks, WA 98331
Mr.George Bowman
United States Forest Service
RR #1 Box 5750
Forks. WA 98331
Mr. Howard Yanish
Olympia National Park Service
Forks Office
RI. 1 Box 5749
Forks. WA 98331
Hoh Ranger Station
Utilities
Mr, Les Klontz
Clallam County PUD
119 - 1st Ave. NE
Forks, WA 98331
Mr, Del Visser
Penninsula Telephone
P.O. Box 90
Forks. WA 98331
Tribal Councils
Mr, David Neilson
Hoh Tribe
HC80 Box 917
Forks. WA 98331
Ms. Debbie Martin
Qulnalt Tribe
P,O. Box 189
Taholah. WA 98587
Other
Operations Manager
ITT Rayonlor Inc.
LaPush Road
Forks. WA 98331
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452-9288
374-6303
374-6522
374-5450
374-6925
374-6201
374-6212
374.6582
276-8211
374-6565
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LOCATION OF PRE.CONSTRUCTlON MEETING
UPPER HOH RIVER ROAD
5.16.89
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PRIOJECT
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles,
31 May 1990
JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS
POBOX 1220
Port Townsend, WA 98368
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'JUN 051990
JEFFERSON COUNTY
":I'lRI 'f' IAIr\RI(~~ !'1"'~'
ATTENTION: Bruce Laurie
Dear Bruce:
SUBJECT: UPPER HOH RIVER ROAD CONTRACT NO. CRO ?49
CLAIM FOR ADDITIONAL COMPENSATION
Enclosed, please rind the claim for additional compensation which
I discussed with you at our meeting in your office on May 1 , 1990
for the Upper Hoh River Road job, The following attachments are
provided as required by Section 1-09,11(2) of the 1988 Edition of
the Standard Specifications for Road, Bridge and Municipal
Construction:
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ATTACHMENT A - EQUIPMENT LIST WITH RATES
ATTACHMENT B - NARRATIVE FOR CLEARING AND GRUBBING
ATTACHMENT C - LABOR, EQUIPMENT AND MATERIALS LIST FOR
CLEARING AND GRUBBING
ATTACHMENT D - NARRATIVE FOR ROADWAY EXCAVATION
ATTACHMENT E - LABOR, EQUIPMENT AND MATERIALS LIST FOR
ROADWAY EXCAVATION
ATTACHMENT F - ROADWAY EXCAVATION QUANTITY SUMMARY
ATTACHMENT G - NARRATIVE FOR BORROW EXCAVATION
ATTACHMENT H - BORROW EXCAVATION QUANTITY SUMMARY
ATTACHMENT I - NARRATIVE FOR CLAIM FOR ADDITIONAL BONDING
'l~.. 1
The .claim tor additional compensat.1on is sUllmarized as tollows:
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r~objJ.1zat.1on (Add.1t.1onal Bond.1ng) ......., $ 3,382,87
Clear.1ng and Grubbing,.", ,.', ,., ,.. "." $68,480,51
Roadway Excavat.1on Including Haul", "," $24,331.31
Borrow Excavation,.""",.""""",." $10,105,03
Total.....,....,.......,................. $106,307,72
If you have any questions please reel free to call .e at 452-5388.
~~relY/<~~
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Superintendent
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Engineer
May ~8, ~990
Lynn Bruch
Bruch & Bruch Construction,
228 Highway ~O~ West
Port Angeles, WA 98362
Xnc.
f.t1 II Y 2 2 1990
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Re: upper Hoh Road, CR0749, Final Estimate
Dear Lynn:
Enclosed are the revised Final Estimate, Final Contract Voucher
Certification, and a copy of Change Order No. 3 for the abov~ referenced
project.
The revised Final Estimate differs from the Estimate forwarded to you on
April 9, 1990, in the following ways:
XTEM No.
CHANGE
4
Roadway Excavation - Quantity reflects all roadway
excavation as defined in Specifications with no
quantity reclassified as Unsuitable Foundation
Excavation.
Unsuitable Foundation Excavation - Contains only
measured excavation that was outside of the definition
of Roadway Excavation.
Borrow Excavation - Quantity includes that material
that was used as Borr~w Excavation determined by
placement. Quantity is "in place" measuremant.
Gravel Base - Quantity is design plus revisions based
on where the material was placed in the grade.
ReUnbursement for winfield Pit - Total of Items 6, ~3,
" 14.
5
6
14
'~,- '100
Please sign and return all three copies of the Estimate and all parts
of the Voucher Certification for further processing.
Xf you have any questions, do not hesitate to contact me.
Sincerely,
~~e.:
Project Coordinator
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Ed aerschinski, Entranco Engineers ~.
CR0749 , Corr.s.
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:49
JEFFERSON CO_
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DEPARTMENT OF PUBLIC WORKS
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p,O. Bpx 1220
POrl Townsend. WA 98358
(205) 3SS'1l150
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Gary A. Rowe, P.E., Dlre.,o,
ROb", G. NUbitl. F.E.. COllt-'Y Engln.",
~2LEOOPIER COVER L!XXER
.......................**......**...................e...........
Date: ~~~~
Time: /2. ...~
Please deliver thQ follow1n~ page,s) to:
Name: E" A,eI2.~~hlll0lS<! I
Locationl ,cAJrI2AAJ ~ E"'J(;'AJ~II!:It.~
C.1ty: /It, ILUII3 N t:J
FAX Number: 927 -'7 '3 '3' B
Total number of pages Unclud1ng COV9r letter): "2.
Re:
~'., .
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
'820 Jefferson Street
P.O. Box ~220
PO" Townsend, WA 98368
(206) 385.9160
Oa"/ A. Row., ".E., OlteelOt
Rob." G. N".bll/. ".E., County Engine",
May :2, 1990
l.ynn Bruc:h
Bruch & Bruch Ccnatruction, Inc.
228 Highway 101 Wes~
Port Angeles, WA 98362
R~: Upper Hoh Road, CR0749, Meeting of ~ay 1, 1990
Dear l.ynn.
'1'0 .ummarize ~he atlO'ltB referenc:ed Il\l!C!I~ing, it: appears to mil thal we
c:annot reach en agreement on aome of ~he disputed items and therefore must
c:ontinue under the provisions of Section 1.09-11 of the S~andard
specific:a~ione.
Aa ws discussed, Jefferson County will proc8sd ~o cloe. the project,
exc:ept ae pro'ltided in Section 1.09-11, in order to prOee8e the final estimate
and doeumentation to release retainage.
As X stated in the meeting, the Final Es~imatll, Change Order Number 3,
and th~ Final Contract Voucher Certification that was forwarded to you along
with my April 9, 1990 lette~ eontained payment amount. that inCluded
adjustments based on OUr February 9, 1990 meeting, ~he8e ohanges WOre intonded
to provLde you wLth additional payment as nego~iatad .attlemgnt tor aOme ot '
the dieputed item. 1n an attempt: to avoid tha mOra formal proceea ot claima
under Section 1.09.11. ~hia set:tlament offer woe in no way intond.d aa an
adm.seLon by 3affereon County that you wero entitled to any additional money.
It wee made in the .pirit of cooperation. since we are entering 1n to t~o
proceoe of Claims, the Final Estimate, Chan,a Order N~mber 3, and the r. ~l
ContrAct Vouchar Certiticlltl.on wl,U 1:>" r"vi""d to reflect t.lle-.ac.tuaJ...amountAl.____
that 3offerson Count~ hae dotermined to be dua Rruch G Bruch at thie ~.~. 1
belLeve this will provide better documentation of tho disputad amounts, and
improva tha adminiatration proc..a of any ad~u.tmants. The revieed Final
Eatlmate, Change Order and Contract Vouchar will be prwparad and forw.rd~d to
you in few days. .
If you hava any quastione, do not heal.tate to contaot me.
SinCer~lY.
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~ria,
Pro,ect Coordinator
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&d Reraohinek1, Entranco Engineera
CRD74t, Correa.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. 80x 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A. Rowe. P.E.. Director
Robert G. Nesbitt, P.E., County Engineer
April 9. 1990
l~P\ ~:; L: F' ~ "0 ~ 1"rD
APR 1 2 1990
Lynn Bruch
Bruch & Bruch Construction. Inc,
228 Highway 101 West
Port Angeles. WA 98362
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Re: Final Estimate. Upper Hoh Rd. Improvement. CR0749
Dear Lynn:
In response to your letter of March 3, 1990. I have
researched the contract documents. project documentation and
supporting documentation submitted by Bruch & Bruch to form the
following positions on the various items in dispute. I am under
the impression that Jefferson County and Bruch & Bruch
Construction are working on the final estimate, The items being
discussed should have been protested under Section 1-04.5 of the
Standard Specifications. However. in an attempt to resolve the
dispute in an equitable manner for both parties. my position is
as follows:.
Item No.1. Mobilization; The issue is the additional cost
to bond for the increased amount of the contract. not where
or how the bonding costs were originally bid. The
Specifications under Section 1-09.9, Payments, ..... Payments
will be made for work and labor performed and materials
furnished under the contact according to the price in the .
proposal unless otherwise provided." Since there is no other
~rovision in the contract that is specifically for the bond
costs. it is reasonable to assume that the bond costs or any
other fixed costs are distributed throughout the contract
items' unit contract prices and that the increase in
quantity of the various items would cover any increased
fixed costs. Therefore. no additional costs for bonding will
be granted,
Item No.2. Clearing and Grubbing; After reviewing the
staking notes, the supporting documentation submitted by you
and reviewing the Specifications. the County will pay for
the Final Quantity of 9.9 Acres at the unit contract price
as bid. This Quantity includes all additions and adjustments
per change order No. 1 and the amount for additional tree
removal,
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Items No, 4 & 5, Roadway Excavation, Including Haul, &
Unsuitable Foundation Excavation, Including Haul; The
Specifications for excavation and embankment ( Section 2-03
) are clear on what is considered Roadway Excavation and
Unsuitable Foundation Excavation and how it is to be
measured and paid. Section 2-03.4 ( Item 1 ) specifically
states how these items are to be measured and Section 2-03,5
specifically states the payment for Roadway Excavation (
Item 1 ) and Unsuitable Foundation Excavation ( Item 3 ),
Based on the Specifications, the neat line measurements and
adjustments calculated by Entranco, the quantities and
payment are based on the following;
Plan quantity, Roadway Excavation
Balance of additions/deletions
Subtotal; Roadway Excavation
18,132 cy.
664 cy.
18,796 cy.
(1,329 cy, )
17,467 cy.
8,621 cy,
1,329 cy.
9,950 cy.
27,417 cy.
Reclassification of Roadway Ex.
to Unsuitable per Entranco
TOTAL Roadway Excavation
Unsuitable Foundation Excavation
Reclassified Roadway Ex,
TOTAL Unsuitable Foundation Excavation
TOTAL EXCAVATION
The above quantities will be paid at the unit contract
prices for each of the items involved,
Item No.6, Borrow Excavation, Including Haul; The events
that led to Tom Morello of this office notifying you by
phone prior to the bid opening, by our documentation are not
p~ear on what was meant by the term "Gravel Borrow" as this
contract does not contain this Item. It seems to me that two
items could be interpreted to mean "Gravel Borrow" as used
in this instance, One is referring to Gravel Base and the
other is as you suggested and by your statements assumed it
meant, Borrow Excavation, The following facts are present to
help interpret the way this Item is to be measured and paid.
At the time of the inquiry and subsequent notification to
all bidders, Winfield Pit was not a source of Borrow
Excavation, but was a source for Gravel Base, and nothing in
writing, prior to the bid or after award or through out the
life of the contract modified Section 2-03,4, No.1, of the
Standard Specifications on the method of measurement for
Borrow Excavation, In addition since Winfield Pit did
eventually end up being the source of Borrow Excava~ion and
Gravel Base, it got both confusing and convenient to keep
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track of both as truck measure, However the fact remains
that the contract was never expressly modified and that the
Borrow Excavation shall be paid in accordance with the
Specifications, This means an adjustment to the truck
measure to the original in place density will be made to the
final quantity,
Item No.7, Embankment Compaction; Embankment Compaction is
paid by "the in place neat line measurement" and additional
payment is due you based on the total excavation quantity
outlined above due to the "balanced" earthwork of this
project, meaning the amount of total roadway excavation
equalled the total embankment,
Item No. 12. Structure Excavation. Including Haul; This item
included the haul and as stated in Section 2-09.3(1)D. the
last paragraph, "If the contract includes structure
excavation, Class A or B. including haul, the unit contract
price shall include all costs for loading and hauling the
material the full required distance." Based on the
Specification. no other compensation is due.
Item No. 14, Gravel Base ( Truck Measure ); The total final
quantity based on an average load of 17.5 cy. and a tally of
all submitted and verified truck tickets is 23,914 cy. The
final payment will be based on this amount at the unit
contract price,
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On the subject of "Pit Stripping" I still do not recall
telling you to not include pit stripping in your bid for the
Items included in Addendum No.1. I do recall talking to you
about the stumpage fee and that the half acre.. more or less,
would have to be stripped in order to produce the material in the
Items in Addendum No.1. Although I cannot find any record of the
contents of the conversation. I believe that you may have
misunderstood what I intended to convey to you. That was, since
there is no Item for Pit Stripping in the contract or Addendum
No, t~ 'include the cost of the stripping in the unit costs of the
various Items involved, The reason I believe this, is that I am
consistent in telling all bidders the same thing and to bid the
project as it is pre~ented in the proposal and any addenda. Since
no item for "Pit Stripping" is included in the contract, Sections
2-03,5 and 4-02.5 apply. and no additional compensation is due
under the contract.
Finally, the following Items are to be included in the final
estimate, Payment for Item No. 30, Ditch Excavation. Inoluding
Haul in the amount of $616,00 due Bruch & Bruch, and payment due
the County for pit stumpage based on the final Quantities of the
Borrow Excavation and Gravel Base.
Based on the above position. and subject to final ohecking,
the amount of the final estimate is shown in the following
summary,
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Summary:
Item
Description
2
4
5
6
7
14
30
Clearing & Grubbing
Roadway Excavation
Unsuitable Foundation Exc.
Borrow Excavation
Embankment Compaction
Gravel Base
Ditch Excavation
Subtotal
100
Pit Stumpage Reimbursement
TOTAL DUE BRUCH & BRUCH
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11,427.60
6,631.48
5,387.61
(1,084.24)
4,744.03
6,141.55
816.00
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34,064.03
(1,257.12)
$32.806.91
I believe this represents a fair and equitable final
payment. If you agree, please endorse change order No.3, sign
the final estimate and execute the final contract voucher
certification so the County can process payment and complete
project closure.
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CR0749. Corres.
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362 (206) 452-5388
3 March 1990
\o:)t~ ffi rn n \lJ m rID-
WORKS Uti MAR 0I11iO
~NTRANCO ENGINEERS
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JEFFERSON COUNTY DEPARTMENT OF PUBLIC
PO Box 1220
Port Townsend, WA 98368
ATTENTION: Bruce Laurie
; <~..,.
Dear Bruce:
SUBJECT: UPPER HOH ROAD
County Road No. 914207
Project No. CR0749
As discussed in our meeting of 9 February 1990, I
am in disagreement with several items pertaining
to the above specified project
During the project, I felt most of these problems
areas were resolved between Ralph Heitt, Project
Inspector, and myself. Now there is a further disa-
greement because the problems were not documented
and it seems as though everyone forgetsl All though
I did not notify you according to Section 1-04.5,
I am still able to address these problems under Sec-
tion 1-09.11.
I feel BRUCH & BRUCH CONSTRUCTION is due additional
entitlement for the following items.
1) Mobilization
The performance bond for a contract is one of
the first costs of the project. According to
Section 1-09.7, mobilization consists of .costs
-- which occur befo.re 10% of the total. original
contr/lct amount is earned II The cost of
the project performance bond was included in
this item when bid, $7,300. Now that the total
cont of the project has overrun t$237,000, I
will be charged by my agent an additional $2,370
for the added liabili ty. And because the bond
cost was added totally in the mobilization unit
and not dispersed throughout the increased quan-
tities, I feel I am entitled to additional compen-
sation for the additional amount.
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JC DEPARTMENT OF PUBLIC WORKS
Page Two
2) Clearing and Grubbing
The original contract amount for Clearing and Grub-
bing was 5.5 acres. This quantity allowed an aver-
age clearing width of 15.46 feet on each side of
the existing roadway. On 7 June 1989, Change Order
#1 increased the Clearing and Grubbing quantity
to 9.5 acres. By doing this. it increased the
average clearing width to 26.7 feet on each side
of the existing roadway. On 19 June 1989, ENTRANCO
ENGINEERS were sent a letter explaining that we.
would have increased unit cost per acre because'.,...
of the increase. Ed Berschinski told us that ac-
cording to Section 1-04.4, only when major items
are increased over 25% will equitable adjustment
be made and Clearing and Grubbing was not a major
item of the contract, therefore: no cost adjustment
could be made.
I
Section 1-09.11 of
allows us to pursue
will be submitted.
the Standard Specifications
this claim, however and it
Also, in dispute is the amount of acreage actually
cleared. I was paid for 7.76 acres. When I meas-
ured and computed the acreage myself, I totaled
11.97 acres, a considerable difference. After com-
paring the original, clearing stake notes with
the computer design, there were some errors in
the original notes. After correcting the errors,
I computed 9.5 acres. Most of the reference points
for the cut and fill stakes were offset 10', which
should have been at the clearing and grubbing lim-
its. When I removed all the stakes prior to Hydro-
seeding, I noticed that the majority of the Clear-
ing and Grubbing stakes were 3 to 5' behind the
RP's. This is what brought to my attention that
the clearing quantity may be incorrect. I discus-
sed the clearing with the Project Foreman and he
had made every effort to maintain the original
Clearing and Grubbing stakes and felt 'they were
still in the same location as staked. The 7.76
acres was not the amount cleared, 11.97 were actual-
ly cleared and I do not know why there is a dis-
crepancy. This area needs to be reviewed and re-
measured if necessary.
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JC DEPARTMENT OF PUBLIC WORKS
Page Three
3) Roadway Excavation and Unsuitab1e Excavation
Roadway Excavation was star1:ed 7 August 1989 on
the project. During excavation, unusable material
in the roadway excavation was encountered and I
was directed by the Engineer to haul it to the
waste site. The excavated materia1 was contam-
inated with organics. woody debri and had an ex-
cessive moisture content, not suitab1e for embank-
ment construction. The time frame and site condi-.
tions did not a1low aeration and the organics wer~..,.
left from original road construction. -
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P1ans and specifications show that the 18,000 cubic
yards of roadway excavation would be used to bui1d
the 18,000 cubic yards of embankment. The Design
Engineer intended to use a11 of the excavation
from embankmen t and this is what I based my bid
on.
Due to the unforseen condition, I had to use a
more costly means of excavation and had added ex-
pense for haul and waste site disposal. Apparent
that there was more cost to the operation, I asked
Ra1ph Heitt what was his intent to pay for the
materia1 going to the waste site. Ralph's answer
was "we would keep record of truck loads (unab1e
to measure each 1ittle pocket of unusable) and
use a conversion factor to reduce it to neat line
measurement and this quantity would be paid as
contract item -- Unsuitab1e Excavation". I fe1t
this was fair compensation for the added costs
and then did not have a dispute.
On 12 September 1989. Ralph told me that he was
incorrect about the material going to the waste
site and that it would not be paid as unsuitable.
Ralph had been told that Roadway Excavation, even
though hauled to the waste site, was to be paid
at the Roadway Excavation unit price, We discussed
the matter and he was well aware I was in disagree-
ment. Unfortunate1y, I did not act in accordance
with Section 1-04.5, but it was after the fact
and I thought this could be worked out later.
Additiona1 entitlement is due for the cost of exca-
vation, haul and waste site disposal because it
was a change of conditions, Section 1-04.7.
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JC DEPARTMENT OF PUBLIC WORKS
Page Four
Also, I have only been paid for 14,452 cubic yards
of Roadway Excavation. The earthwork design data
shows 18,132 cubic yards for the project and addi-
tional excavation brought it to a total of l8,796
cubic yards, or which I expect payment.
4) Embankment Compaction
The embankment quantity should be the neat line
measurement shown ~n the earthwork design data
plus any additional overexcavation quantity. I've....,.
been paid to date for 20,118.49 cubic yards of"
embankmen t . I calcula te a total of 26,944 cubic
yards.
5) Structure Excavation
According to Section 2-09.3(1)0 of the Standard
Specs, I am entitled to compensation for loading
and hauling the structure excavation to the waste
site. "State will pay as provided in Section 1-
04.4 for loading and hauling". As in this case,
we are unable to agree, equitable adjustment may
be established by Force Account. This amounts
to $1,972.50 if our submitted hourly rates are
used. The quantities for the structure excavation
were not included in the total quantity hauled
to the waste site.
6) Borrow Excavation
The original contract amount of 2,000 cubic yards
of Borrow Excavation was intended to fill. embank-
ment areas after the estimated 2,000 CY of unsuit-
able excavation was removed. However, the borrow
quantity overran with the increased unsuitable
excavation, that was necessary for the project,
It was not only used to fill the excavated areas,
but also to build a substantial base for embankment
from roadway excavation.
On 21 April 1989, Tom Morello called at 11115 AM
and told me that the borrow for the Upper Hoh Road
project would be measured in the hauling convey-
ance. Another contractor had inquired how it waD
to be measured and Tom felt he should contact all
prospective bidders, which was appreciated at the
time. I bid the unit price for Borrow Excavation
as truck measure becouDe of this phone col.l.
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3 March 1990
JC DEPARTMENT OF PUBLIC WORKS
Page Five
Throughout the entire project quantities were cal-
culated for Borrow Excavation by truck measure.
Now you are saying Torn Morello was referring
to Gravel Borrow not Borrow Excavation -- of which
there is not an item in the contract and that now
the Borrow Excavation will be measured according
to Section 2-03.3(13).
I
,
I
I cannot believe that Torn was referring Gravel
Borrow .being measured by truck measure when there
was not an item for it in the contract. Item #6
Borrow Excavation Including Haul was the only "Bor-
row" item. Also, why would he have mentioned that
he did not want to measure the "Borrow. in the' -'~"
bank (cross-sectioned according to spec) at Win-
field Pit. He thought there would not be any con-
trol in the pit and there may be a possibility
of other contractors or loggers removing gravel
from the measured area thus resulting in payment
for gravel you did not receive on the project.
When Tom called he used the term "Borrow" not Grav-
el Borrow or Borrow Excavation and he referred
to the Upper Hoh Road project, that it would be
measured by truck measure not by cross-section
and he called all prospective bidders to let them
know of the change in measurement. Therefore,
I disagree with the proposed, cross-section meas-
urement of Item 16 Borrow Excavation and reducing
the present quantity.
.7) Gravel Base
The quantity of gravel base is in dispute. Ralph
and I agreed the loads were 18 cubic yardS when
we first starting hauling. Near the end of the
proj ect, he struck off two loads, which averaged
17.3 cubic yards. He and I negotiated to 17.5
CY per load, but I felt if he had been in disagree-
ment, why hadn't he measured more loads. Two out
of 2,116 loads is not an average. I saw several
loads tha t were lS to 19 cubic yards. I agreed
to the 17.5 CY measure because we were allowed
to use oversize rock in the gravel base, only hand
picking the larger rock from the roadway.
Ralph had neglected or forgot to tell Ed that 17.5
CY was agroed upon and had calculated the quantity
using 17.3 CY, Ed and I have now agreed that the
loads will be measured at 17.5 CY and total quan-
tity is 23,914.5 cubic yards.
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JC DEPARTMENT OF PUBLIC WORKS
Page Six
The .5 cubic yard reduction gives you the benefit
of :tl,058 CY, compensating for the oversize rock
that everyone was concerned about.
Addendum No. 1 dated 18 April 1989 made Department
of Na tural Resources, Winfield Pit, a source for
Gravel Base, Crushed Surfacing 'rop Course and Ag-
gregate for Asphalt Cement Pavement. "Cost to
Contractor, $.90 per each cubic yard util.ized in
the production of the above material.s payable to
Jefferson County". This is the onl.y cost to tqe,,.
contractor as stated in the addendum.. In being....
familiar with DNR contracts which sometime require
pit stripping with removal of gravel., I cal.l.ed
you at 2:37 PM on 22 April 1989 to inquire if strip-
ping was necessary in the Winfield Pit. Your answer
was 'yes. the DNR wanted one-hal.f acre cl.eared
and stripped". I mentioned the addendum did not
include pit stripping as a "cost to contractor",
the only cost would be the $.90 CY. You told me
to not include stripping in the unit price, it
was too late to send another addendum and that
pit stripping would be paid by "Force Account"
under a Change Order. I did not include the cost
for stripping in my unit price and after strip-
ping the Winfield Pit, it was decided that I would
not be compensated for the stripping by Force Ac-
count. The compensation for stripping amounts
to $4,748.
I was hopeful that the above, described items could
be resolved by negotiation. If .not so, I will. submit
according to Section 1.09.11. After reviewing the
contents of my letter, please advise me of your posi-
tion on these issues. Thank you.
Sincerely,
BRUCij & BRUCH CONST~TION,
~~JJ.~~
Lynn Bruch
Superintendent
INC.
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ENTRANCO ENGINEERS
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362 (206) 452-5388
13 October 1989
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ENTRANCO ENGINEERS, INC.
Lake Washington Park Building
5808 Lake Washington Boulevard NE
Kirkland, WA 98033
.::N"TF~/~NClj EN(;IN~.:ERS
; ...'fio~'
ATTENTION: Ed Berschinski
Dear Ed:
SUBJECT: UPPER HOH ROAD
County Road No 914207
Project No CR0749
I hereby request permission to be allowed to complete
Contract Item #18, Seeding, Fertilizing and Mulching.
My subcontractor, FUJI INDUSTRIES, will be able to
complete this work the week of 23 October 1989.
I realize this is outside the dates set for seeding
in Section 8-01. 3( 7) of the Standard Specifications,
but I feel it would be to everyone's interest to do
the seeding now rather than leave the new cut and fill
slopes without any protection all winter.
I,
Sincerely,
BRUCH & BRUCH CONSTRUCTION, INC.
'~ nv~v
~nifer M. Bruch
President
JMB
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JEFFCO
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles. WA 98362 (206) 452-5388
20 September 1989
ENTRANCO ENGINEERS, INC.
Lake Washington Park Building
5808 Lake Washington Boulevard NE
Kirkland, WA 98033
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ATTENTION: Ed Berschinski
Dear Ed:
SUBJECT: UPPER HOH ROAD
County Road No. 914207
Project No. CR0749
Enclosed, please find the submittals for approving
LAKESIDE INDUSTRIES of Port Angeles as a subcontractor
for the above mentioned project.
-I
BRUCH & BRUCH is progressing to the point that we may
be ready for LAKESIDE to pave by 27 September 1989.
The mix design is enclosed and for testing of the rock
, you may sample at their pit site, 0-169, in Port
Angeles in the Industrial Park on Highway 101 West.
If you need additional information, please do not hes-
itate to contact our office. It would be greatly ap-
preciated if you act on this matter as soon as pos-
sible. Thank you.
Sincerely,
BRUCH & BRUCH CONSTRUCTION, INC.
J{;,",i\)..I-t,~ 1.\--t'*U.C,[/
Jennifcr~. Bruch
Prcsident
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Project~.~32 TO CP~SCENT
BEACH RD.
A-. C. P. JOB MIX. Dl!:snr"N--
*-*-*-*-*-*-*-*-*-*-*
Lab No: G5129-30
Date Sampled:
Tran~~lttal No: 97011&14 Class: { B } Date Received: 03/22/89
=------------------=============================================================
-------~---------- *CONTP~CTOR'S PROPOSAL*
~at'l: MIN. AGG, BLEND SAND
Source: Q-169 Q-169
?~tio: 90.0% 10.0%
Com~~i! r~p~C~~;C~[@S
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100 100
96 90-100
83 75-90
69 55-75
38 32-48
19 11-24
10 6-15
6.2 3-7
6.1 5.5-10.5
5/6
1/2
3/6
1/4
:110
#40
:lao
::200
Sand/Sil t:
100.0
95.0
81.0
65.0
34.0
19.0
11.0
6.5
100.0
100.0
100.0
100.0
74,0
19.0
5,0
2.6
================================================================================
0.' ~... .'" ':~':'"'.'..:''' ..... - .-.. J*LABORATORY - ANAL YS'ISiI!' "'.- . . ~. ". '~ ......
Asph. % by Wt, of Total Mix: 4.3 4.8 5.2 5.7 6,1 6.5
Stabilometer "S" Value: 46 44 27 14 10 5
Cohesiomet.er "C" Value: 240 242 179 137 106 94
Density Clbs./cu.ft, ): 151.0 151.6 152.1 152.7 152,0 151. 6
.- Voids - Volume in Mix: 4,2 3.1 2.1 1.0 0.6 0.4
,.
.. Voids in Mi::eral Agg. : 13,5 13,5 13.7 13.7 14.6 15,2
-.
:-!ax. Density from Rice: 157,1 156.6 155.4
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*LOTTMAN STRIPPING EVALUATION*
t',
U,S.OIL. Visual Appearance:
% Retained Strength:
0.,
r.
1%
NONE
99
1/4%
NONE
93
1/2%
NONE
91
3/4%
NONE
89
NONE
95
'".'-':;.-
CHEV.RB Visual Appearance NONE NONE NONE NONE NONE
""~~~:J::~~~f::::~~~~""~;:::":~"~""::""":::":::""i~;:":::t~"":
_*RECOMHENDATIOt-:S*
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~'.lppl1crISource U.~ OIL CHEVRQlhR,:.B":
~ Asphalt (By Total Mix) ~~% ~~~
Grade AR..OOOW ^R~OW
:.. 1',Iti Strip (By '1t, Asphalt) () % _. % _
,Type PA\~ BOND SPECIAL PAVE BOND SFECIAL
~;~:;~:~~~S~=~~€J~{~~4~=~~~et==t;~~=C?=====================~===~~~~~~~========
DISTRIBUTION: :Hntcrinl13. En'aiilccr
folaterials Fllc____,__x Pl'oject EnGineer: . . ~'~,... (z.z~. P. ,
Gcno::rlll Fllco_____x ZIEGLER x(2) ~~ . ~
Dir:.t, Admir..____3___x Bitum, Scc,______x(2) A. _ , 1 _.
CelllU t, En{il" , ____._ x n "t. r'lntlo Enl1r _3_x D~,te ;'..1. II flt-- ~'__ .1a:\oo. .~
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OEPARTMElrr OF FUBLIC WORKS
9-19-89
Date.
-
'nt. No.
CR0749
REQUEST FOR APPROVAL 01" MATJ;RIAL sounas
914207
UPPER HOB ROAD
County Road No.
Ro~d tlllll1e
lction
UPPER. HOB ROAD
.!ne
10.
. . SOURCES OF SUFPL'l'
Sut:lt:llier
Oeser1 tion of Material
'w' -
~~ufacturer'a ..
Brand or Pit No.
I.
oval
Action .
ASP::.ALT CLASS B
AGG. /'UN. CLASS B
LAKESIDE INDUSTRIES
Q-169
AR-4000
US OIL - TACOMA, WA
US OIL
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LAKESIDE INDUSTRIES - StJB-CONTRAC'IOR
--
DEPAR'I'H:E:l'l' OF PUBLIC WOR.~ enLY
lurces of su;~ly fcr.a11 ~tcms checked ( ) in approval colU:n aro a;~roved for U~U on tr.o
~VQ i=~rov~ent provided tho materials ~Qlivored c~ply with all specifications. Acticn on
:om~ in4~atc~~y nu:bors in tho approval col~~ is identified por fOllowing codo.
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~r.o Supplier must furnish tho Project Enginoor A notari:od cortification that no ~torials
of forQi~n CAnufacturo woro used in tho fabrication'of thOBO itomo.
~;p~oval withhold pending receipt of Requost for Chango of Source (Seo Ch. 3-1.7, State
ConotrUcticn Manual).
. Approval Withheld, GUCuit IIlll1lplo~ for proliminary eVAluation. _
~pprov111,\..ithh"ld, submit Ilranc1 I;:>::le and/or neme of H:mufacturer.
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.tractor . --
nty Engi~-----
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Project Enginoer will Gu~it control o&mploD
of matoriAls aD cOvorell in conlltruc\:ion H!'J'IUlll,
ChApter 9. ::
Datel
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J~rFERSON COU~T~
DEl'ARl'MElrr OF!' l'UBLJ:C WORKS
I'.E~UEST TO SUDL.."'T I'/ORK
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.~RACTOR, BRUCH & BRUCH CONSTRUCTION, INC.
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ADDlU:SS:
228 Highway ~O~ West
CIon
Pnri" A"9pl~~
STAn W;t!C;h i na~nn
DATE '-0 ~~p"'pmhpr 1 QRq
County Contrllct No. I Federal-Aid Project No.
CRO 749 /
Jc~ Description (Title).
UPPER HOH ROAD County Road No. 914207
1lequest No.
Four (4)
". .I..
s.tgn Route
Ap~roval is r~ested
to sublet ~~e ~ollowing
desc=ibed work to:
LAKESIDE INDUSTRIES
PO BOX 728
Port Ange1~ WA
Fim:.lT=
Address
City
Tele.,l:1one No; (2'06)' 452-7803
License No. 22301LAKESI*27
98362Date or Expirm.6i1.1/90
I'
Estimated Starting Date:
Estima tea
Working Cays:
09/25/89
5 Days
It= 1
110. Partial CES;:p,IPTrml OF 1'1'''11 A.~Cml'I'
16 94% 4100 TON, Asphalt Concrete Pavemen t , Class B $153,750 I
... ~.
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U/89
Date: U":7' ,.
I
pOI'.::'IO!1
OF WCP.K
TO ZE :
SUB:.E'I"
1\PPROVEO:
'AMERICAN STATES INSURANCE COMPANY
.C/O Bostick-Monarch Insurance Inc.
1'0 Box 1 (l31frety)
EC11evuc. WA 98009
D:I X
Subnitted by: Je~~~~~~~~;~~}dent
,/
I UtlDEP.S'l'AND 1\::0 WILL IllSURE '1'1'.1.'1' TIlE stlBCON'I'P.AC'rO
WILL COMPLY FULLY WITH '1'HE P~IS Alm SPECIFI~ION
UIIDER WHICH THE WORK IS BEIllG PERFORMED,
(N1l:"e)
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(Title)
o
'1'HISJ\.REl.. .FCRDEPAF.T:-'.Etl'r OF PUBLIC WO~~ USE O!ILY
1. Percen: of Total Contr~ct This Request ~
2. Percent of '1'oto1 Controct previcus Requests " ,./
'"
3. Percent of '1'oto1 Contract SUblet To-Date %
II. Remarksl RECOI.ll-~:''DEO FOR 1\PPP.o'lhL
PROJEC'l' ENGINEER'
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362 (206) 452-5388
24 August ~9S9
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ENTRANCO ENGINEERS, INC.
Lake Washington Park Bui~ding
5S0S Lake Washington Bou~evard NE
Kirk~and, WA 98033
ATTENTION: Ed Berschinski
~NTr:,IJ..Nr;() !;j\!G!t\'EERS
,.
Dear Ed:
SUBJECT: UPPER HOH ROAD
Project No eRO 749
Road No 914207
Enclosed: p~ease find a list of my key personne~
with evening phone numbers and a ~ist of equipment
with hour~y rates.
In the event of an emergency at least one of the
individua~s would be avai~able to respond to the
needs of said emergency.
If you need additional information regarding the
enclosed numbers and rates, please contact my office.
Thank you.
t
Sincerely,
BRUCH & B~UCH CONSTRUCTION, INC.
J~~~YM~ B~?UtW
President
JMB
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JEFFCO
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KEY PERSONNEL/PHONE NUMBERS
Lynn R. Bruch, Superintendent
Kurt A. Bruch, Foreman
Shannon D. Bruch, Operator
Jack R. Johnson, Estimator
457-1546 Eve
452-9976 Eve
452-1897 Eve
452-8154 Eve
452-5388 Day
374-3295 Eve
Office/Port Angeles
Office/Hoh River Resort
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EQUIPMENT RENTAL RATES
Bucyrus Erie 325A Backhoe
John Deere 8920 Backhoe
Insley 1500 Backhoe
Terex 8240 Tractor Dozer
Case 850 Tractor Dozer
HD 6 Tractor Dozer
Case 580 Backhoe
Clark Michigan 125 Front End Loader
Allis Chalmers l2G Loader
Allis Chalmers Scraper
Champion 740A ~rader
Wabco 440 Grader
Tampo RS28D Roller
10 CY Trucks
10 CY Trucks wI 8 CY Trailers
Truck Tractor wi 30 CY End Dump Trailer
Truck Tractor wI Belly Dump Trailer
Truck Tractor wi Lowboy Trailer
Water Truck, 3000 GLS Tank
pilot Car
Terex Truck, 35 TON.
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l05.00/HR
l05.00/HR
85.00/HR
55.00/HR
50.00/HR
50.00/HR
65.00/HR
75.00/HR
85.00/HR
70.00/HR
55.00/HR
55.00/HR
50.00/HR
60.00/HR
60.00/HR
60.00/HR
B5.00/HR
50.00/HR
l5.00/HR
70.00/HR
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362 (206) 452-5388
9 August 1989
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ENTRANCO ENGINEERS, INC.
Lake Washington Park Building
5808 Lake Washington Boulevard NE
Kirkland, WA 98033
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ATTENTION: Ed Berschinski
Dear Ed:
SUBJECT: UPPER HOII ROAD
County Road No 914207
Project No CR0749
,
,
Following, per your request, are my payroll tax rates.
FICA
FUTA
SUCA
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7.51% (15.02%) $48,000
6.2% $7,000
.0542 $15,600
$1.16/HR CL I-I, Excavation
If you
tions,
you.
need additional information or have any ques-
please do not hesitate to contact me. Thank
Sincerely,
BRUCH &. BRUCH CONSTRUCTION, INC.
.-;. l-1Ct\)."-(-U0 ~{'Ll-V
flnnifer M. Bruch
President
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Bruch & Bruch Construction i D L~' :,/ iE J7 fr7 C I~
228 Highway 101 West Port Angeles, WA 98362'~ (2061452-5388 f iJ '
1.11) r, 1 n 1989 ~.
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7 August 1989
ENTRANCO ENGINEERS, INC.
Lake Washington Park Building
5808 Lake Washington Boulevard NE
Kirkland, WA 98033
ATTENTION: Ed Berschinski
Dear Ed:
SUBJECT: UPPER HOH ROAD
County Road No. 914207
Project No. CR0749
In reference to the above specified project, I am in
disagreement with the amount of working days charged
to the contract. There have been several delays to
the project which BRUCH &. BRUCH was not the cause.
My schedule was to start culvert installation Monday,
24 July 1989. The utilities were not transferred over
to the new lines and I was not able to start with the
culverts, losing the majority of one day. Also, in
trying to find something for my crew to do, the stream
channel was staked and was excavated TueSday, July
25th. However, the utilities were still not trans-
ferred and I was unable to work on culverts TueSday,
July 25th, therefore, I should have only been charged
for one-half day maximum.
On Wednesday, 26 July 1989, there was on~y one thing
I could work on, the culvert across the DNR 3100 Road.
Utilities were still not transferred with the PUD say-
ing they were having problems with a break in the
line and telephone not to be complete until next week,
07/31/89 thru 08/04/89. r. had planned on unsuitable
excavation while placing theBe pipes, but was unable
to do so because of utilities, Again, one-half day
should be a maximum charge.
On WedneSday at 3100 PM, with no schedule for utility
transfer, I mobilized equipment to Winfield Pit in
order for one crew and equipment to keep busy on Thurs-
day, 27 July 1989, stripping pit. I was notified at
approximately 8130 PM that the PUD Power Line was de-
energized.
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ENTRANCO ENGINEERS, INC.
Page Two
Thursday, 27 July 1989, I stripped pit and worked on
cross p~pes. I feel I am entitled to additional time
for stripping Winfield Pit because it was not origin-
ally in the contract and due to the delay by PUD, only
the pipe crew was working on the project and only one-
half day should be charged.
On Friday, 28 July 1989, was the same situation as
Thursday and I should only be charged one-half day.
Monday, 31 July 1989, unsuitable excavation was started
at STA 32+00 Left and continued down the left side
the entire week of August 4th. All of the excavation
and borrow excavation was additional work to the orig-
inal contract, therefore, additional days should be
added and working days should be charged to the con-
tract time.
"
The telephone line was finally transferred on 3 August
1989 at ll: 00 AM. This delay has not allowed us to
excavate unsuitable material at STA 32+00 Right. Con-
sequently, I could not start roadway excavation and
embankment in this area due to the delay.
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sitive and major items on this project. Because I
have been delayed on this. item, only ha.lf days should
have been assessed last week, July 24th thru 28th.
In the future, I feel this workable/unworkable days
issue will be discussed with Ralph on a daily basis.
If you need additional information or have any ques-
tions', please do hesitate to contact my office. Thank
you.
Sincerely,
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BRUCH & BRUCH CONSTRUCTION, INC.
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Lynn R. Bruch ~
General Superintendent
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362
{206} 452-5388
1.6 June 1989
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ENT.RANCO ENGINEE.RS, INC.
Lake Washington Park Building
5808 Lake Washington Boulevard
Kirkland, WA 98033
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ATTENTION: Ed Berschinski
Dear Ed:
SUBJECT: UPPER HOH ROAD
County Road No 914207
porject No CRO 749
Section 1-07.23 of the Special provisions for the sub-
ject project state in part that work that interrupts
traffic will not be allowed on Saturdays or Sundays
or from 12: 00 Noon the day prior to a hOliday. If
I apply this specification to the upcoming 4th of July,
I would only be able to work June 30th, half day on
July 3rd and then return to work on July 5th.
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July 1st instead
I would return
schedule.
that I be allowed to work all day
of working a half day July 3rd. Then
to work July 5th on a regular work
Your consideration in this matter would be appreciated.
Thank you.
iincerely yours,
o
BRUCH & BRUCH CONSTRUCTION, INC.
J~t tn~~{~~ ~
Estimator
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362 (206) 452-5388
6 June 1989
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1 Co/'I'" (I ENGINE:ERS
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ENTRANCO ENGINEERS, INC.
Lake Washington Park Building
5808 Lake Washington Boulevard NE
Kirkland, WA 98033
ATTENTION: Ed Berschinski
Dear Ed:
SUBJECT: Upper Hob River Road
Contract No CRO 749
Entranco Project No 89035-20
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In reference to our letter dated 18 May 1989 and the
above referenced project following is our choice of
the options available to us in respect to the starting
date of the project.
We have chosen to have the project time start in ac-
cordance with the contract 'plans, 30 May 1989. We
still plan on beginning mobilization the week of June
12th and clearing operations the week of June 19th.
-If you have any questions or need additional informa-
tion, please contact our office. Thank you.
Sincerely Yours,
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CCI Bruce Laurie, Jefferson County
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Bruch & Bruch Construction
228 Highway 101 West
Port Angeles, WA 98362 (206) 452-5388
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'JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
PO Box J.220
Port Townsend, WA 98368
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ATTENTION: Bruce Laurie
Dear Bruce:
SUBJECT: UPPER HOB IlOAD
County Road No. 914207
Contract No. CRO 749
Per our conversation at the Preconstruct ion Conference
on 16 May J.989, I am requesting a delay in starting
the subject project until J.2 June 1989. The reason
for this request is that we will be completing other
projects the first two weeks of June and our people
and equipment will not be availabJ.e to start this pro-
ject. We would prefer to complete the other work then
start mobilizatiorl to this project on June 12th with
the clearing operatj,on to start mid-week and a full
operation June 19th.
By starting this 'project with a full operation instead
of starting two weeks earlier with a partial operation,
we will cause less disruption to traffic and still
be able to complete the project in a timely manner.
~ank you for your consideration of this request.
Very Truly Yours,
BRUCH & BRUCH CONSTRUCTION. INC.
~~~hnson
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CONTRACTOR REQUEST FOR SURVEY e
ENTRANCO ENGINEERS,INC,
Date Request Initiated: 18 May 1989
LAKE WASKtNGTON PARK BUILOtHG (:!DIQ CZT-UDO
.5800 LAKE WASHINGTON BOULEVARD N.E.. tORKlAND..A ilI033
Project Name: UPPER HOH ROAD
Requested By: Jack R. Johnson
EEl Project No. 89035-20
Title: Estimator
Company:
BRUCH & BRUCH CONSTRUCTION. INC.
Forty-eight (48) hours notice from receipt required for all survey work.
Starting Date:
Completion Date:
Est imated Hours:
SURVEY TASKS TO 8E PERFORMED:
1. Construction C1earing and Grubbing Limits
2.
3.
4.
5.
Coordinate Survey With:
Special Instructions or Conditions:
We plan to start full c1earing operations on tbe project June
19. 1989 w1tha partJ,a1 operat1on the week of: June U. 1989.
Is this work an extra item? Yes
Is overtime authorized? Yes
Are cut s~eets required? Yes
No X
No-X-
No -X- CZ~~
, Jack ~ lijIel1bYfffon
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FOR ENTRANCO USE ONLY
Date Request Received:
Received By:
Is work requested within original contract/scope? Yes
Will overtime be required? Yes
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No
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P,O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe. P4E... Director
Robert G, Nesbitt. p,e.. County Engineer
April 25, 1989
Bruch and Bruch Construction, Inc.
228 Highway 101 West
Port Angeles, Wa. 98362
Re: Upper Hoh Road, CR0749, Contract Award
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Gentlemen:
The 3efferson County Board of Commissioners has awarded you
the contract for the above referenced project for your bid of
$435,641.40.
All three copies of the enclosed contract documents muSt be
executed on the forms provided and returned to this office, within
14 calendar days, for further processing. After the Board of
County Commissioners has executed the Contract, one original will
be returned to you for your records.
If you have any questions, do not hesitate to contact me.
SinCere~Y,
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Construction Engineer
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xc: CR0749. corres.
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STATE OF WASHINGTON
, APPLICATION FOR
SPECIALIZED FOREST PRODUCTS HARVESTING PERMIT
Application iB bereby IIranled tobarveat, 2. () (-~ (";/d of ,..,/", /.'( i~ {-Ie from the followina described propeny
transport, p08aeas. Amounl Unit
.J..l..: I " "r tL~ I. (<. <L., ...' Local Landmarks
PERMlrrOR
No. 16 - 6985
Jefferson,Counly
SubckriNon Seccion
Date tbis permil I.. - I .~ - .' 'I
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~"I,rett}~ftlk.1 . I '....,j /(.1 (/..j.. II .1, 1"/ ri.. 'It" S:~~.~tlU J~Jd.)'i~e.lfl .!J/J. 'i"l.;';.."d ~~; ,~
CiI, l Z;p. l /,;- ~ ;.~.. ~ eN, Zip PboM
II sball be unlawful for any person. upon ofliC:laJ -iriquity. invcslill8tion. or other aulhoriz.ed procecdin&s. 10 offer as acnuine any paper.
documenl. or olher inSlrument in wrillns purporling to be a harvesting permit. or true copy tbereof. sales invoice. or bill of !adina. or
10 make any representalion of aUlhority 10 conduct harvestins or Iranspolling of specialized foresl products. knowing the same to be
in any manner false. fraudulent. forged. or slolen. I have read and understand the ~~ove, !7
TRUE COpy c ./ "''C '
This true copy is siven to ' , (J .'. '- " -': ," "
and shall expire concurrent with the above expiration date or / I SlpWure or P..mill.... ('
only for (harvestmK) whichever occur. first. This ~~~~i~ Is good /iJ.r - ,"_,i'_ ., .'>.''1'' l;J 1.1.1 /,j",
(harvestins & transportation) *atl.(oul clilllq,a Stanalur. or P..millor ,
(tran.portation) ~,.. ~,"ijaselected ", 11'
(po..ession, oilier than harv.stins or!ll~ ~dflo;ry... '" '., PermluM'. oriainal .I....ulle on lrue copy r/'quired ir box i. checked 0
Jo'ollowinll the stipulated use all "Kenta .hal.... etIder this tril..~y.
to the permittee. " ':1;:;.- t:i ~.~ ,i::! ".
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I have checked Ihls appllcalion and believe it; ~ \ ~ f:5 ~ : ~;
10 be in order and hereby valldale this permi~ :f..:'" ~... .,. / t;j,}
Sherlfr,~effcrson C~1y '. ';'~'" .... ~~~/'
by .".., ....~..-~ Dcp~'ti'0:i""""" ,;.'
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Other conditions .... "U' t'~
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Permit will expire
I, " :! 1- ;-.., or end of calendar year whichever occurs first.
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(Permlllor Yllldalion SIena.ure)
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STATE OF WASHINGTON
ENTRANCO ~.N~~RJ' 1~~EP~MEN~~~:~~~~i RESOURCES
RECEIVED: I/~~ J::i-..uYVU Commi..loaeror Public Laads
~/19/f3f BURNING PERMIT
See 22_ . or ~ 7 N, F / ;'2 (El@
Sbd" seVl/- J-.)(.U'{IJ-
Expire' \).pr etM t.w>,I' ?) I J l'lR'1
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ZONE
Permittee-Original
Area_Canary/Pink copies
A B /C"'l D
(Cil.:!-;,{
County
In accordance with the laws of the State of Washington, the undersigned is granted permission to burn'
acres of R //./) ci..ebrls at the place described on this permit.
1.1..,.)h. L,,"~h Ilil..... 1.'Lc'.1
Purpo:->c of Burning:
Forest Fire Hazatd Abatement
Prevention of Fire Hnuard
Silviculturlll Operntionll
BURNING IS AUTHORIZED SUBJECT TO THE FOLLOWING CONDITIONS
Conat.ruct a firobroak ~ Ceot wido to min9tal earth around material to be burned before liehting fiw.
H.ve . minimum or --1- penon. In .ttondance .t the fire whUe burnl~ . f2u. ckt; .J'
Provide tbe roUowlnS w.ler requiromenls: puMlt'-> -h-tuJ<- H p~ tu. (J. llu. - ~ , ..
A burninll plan I. .ttached hereto and is part or this permiL lUA<... 33'__ 2/1" '..r ,
Permittee muat not leave fir, unattended unUI e.xLinsui,hed.
Do not burn Ir wind i. FROM the ~
por hour. (dlfK
(7) Burning i. subject to the Smoke Managemont Plan currently In efFect, which can be Inapected at Department orN'tura! Resources Area
offices.
(8) Tho firo nlny conu;in only vegot.o.lIon, lumber and other wood produda that have not boen painted, treated with preaervativoa or ltainn,
or aouked with 011 or groou.
(0) Any fire which contoins moterlals other thnn thoso llutod under itom 8, or which cronlAlI denae amah or oO'onsive odon, requiros writlfln
perml..lon (rom the local alr pollution authority or the DepllrLmont or Ecology.
(10) Ir the Oro create. a nullUUlco Crom .mako or Oy uh, It muat be extinguished.
<0>,1hl11 pormiL may luapunded or cancalad by thil Doput.manL wh n deemad nac HAl)' ror the p otectlon of Uf.,proporiy or air quality.
(12) -IC.....- Oth. ' . , ',-/"
Jll. _! d. i-U" IMI .,... '01 "", Uanlr5J Indue!*' MNOn. a. .~'
~~lf. t.I.It\ 1>'11 oUt" 1- ~ P'.1lII . /.tJ~ b.> 'Pr_.ewt, .2.4- tw: I"~"~
~b~.
(13) The permlttaellllr... to rurnl.h .um.l,nt men .lId equlpm.nt.t hie .xpense to .uppr.u the fira Ir It ,acapo rrom any ea_ and to p.y
the Department, ar other approved fire f'l'.htln,llency, for all realonable axpen... Incurred in luch luppreulon, unl"l .uch hirlnlAnd
rurnl.hlnS equlpmont .nd p.ymont or ..pen... .r. otherwise provld.d ror by l.w.
(1)~
(2) -k:::.-
(3) --,IL-
(4)_
(5)~
(61~
'7
mile:;
andlor is blowlnll mora than
n.1A1 I..ued ~.I.tA< ~ J ry . 111M.. 'I'Hlll PERMIT EXPIltES
TO'~ t.. t1.=: ~ GofA~4t-U.t..-H",1I'\-
II /-' IPj1....~ pr
(P"1II11&MIJ,MIW,1
b~retbK "& \ lo~~L
Telephone No. 45:2. - 5'S \(g
Till.
^ . Co.,.." IAMN, au,.rln&l"''''' .Ie.)
City ":Q..+ 1!:;3hf1,1'hA Sia" (Hz,
~uu d by ()..". ...,.,/ i h< .kiA.-.' Area 0111.. 11).h.A~
n . t/'" . IIU~' Mltl /7
( G~1- ,?It Slalswlde toll rre. l4llephone numb.r to ,et. pormlt or rtport . nrt-800,1I62.8010
/-'#.... .... ..,....-.... ox .'11' S~()
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SUBJECT TO CANCBLLATION
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STATE OF WASHINGTON
EN1RANCO ENGINEERS,INC DEPARTMEN~i:~::'~l{,~~i RESOURCES
RECEIVED: R cf!~B~;;;;~c ;;;;IT
Sec~/~ 2--:2- . or ?-7 "I, F /2- (E@
Sbdo S ~ sw' /4- S j../ s:w'li/- IVfU'I4- S 2:V
Expire' TJer~"';?J FjJ''j
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Permittee-Original
Area-Canary/Pink copies
A B/ClD
(Ci'rcr.)
ZONE
County
,/~.f'ks~
In accordance with the laws of the State of Washington. the undersigned is ,ranted permiaaion to burn"
acres of IZ/W D~r;s DiMt; at the place described on this permit.
. ClI~. bNlh pilea, CIte."
Purpose of Burning:
Forest. Fire Hazard Abatement Home Premisea Debris Disposal
Prevention of Fire Hazard Agriculture "r'\ _ / ~
Silvicultu..1 Operntions Other /Z/W l'./~r/S j),~;t:lJS/7/1
Description or specific oren where burning will be done a/U12J::J t2?;r",,'Y7()b. / hu'.(, (S#, tI~ ~
/2el1.tL yt I- 1IU'1t:? ;:-:~-/;- ~f ~!'2L (... ,..., land......, "7r-
BURNING IS AUTHORIZED SUBJECT TO THE FOLLOWING CONDITIONS
(l)~
(2) --k::::.-
(3) -L::::-
(4)_
(5)~
(8) --J..:::...
Construct a firehreak ~_ teet wide to mineral earth around material to be burned before li,hting fire.
Hnve a minimum or ---1- persons in attendan?;.' the 11re while burnlnl. frn-.'/.u rU' e:L '
Provide tho lollowin, water requirementa: 1/1lM<p ua...,., -n~ IV; & t"t
A burning plan i. attached hereto and ia'port or thl. permit, / /l./lrt. 3 ~.2 . 2-'1- t! 17 ::
Permittee mUlt not leave fire unattended until extinguished.
Do not burn IC wind I. FROM the au..l~ and/or I. blowin, mora than
p~r hour. (dINeU,,"'
(7) Burnins: Is 8ubject to tho Smoke Management Plan currently in eacet, which can be inspected at Department or Natural Resource. Aros
omcn.
(8) The fire may contain only vecotation.lumber and other wood producta that ha". not been painted, treated with pruervativn or awna,
or aoaked with 011 or Ire....
(0) Any rar" which cantoln. mst.eriall othor than thOllCt lIatad under item 81 or which ere.teI denae IImok. or 01l'00.lve odorl. requires written
parmluJon (rom the local air pollution authorlly or the Dep4rtment or EcolOIY.
(10) It the fire create. a nulaance (rom smoke or ny uhl it mu.t ,be extlncuJlhed.
@'rhl.permit mo lapended 0 cancele by t.hl Deportmllnt wl\pn deem noOHUl')':
(I2)~Olh . , I .
""1
milefl
1-" ,C;
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(13) Tho rmltt.. .,rae. to Curnl.h .ulrIclent mon and oqulpm.nt nt hi. ..pen.. '" .upp.... th. 11ro it It.....pu rrom any ca_ and to p.y
the Department. or other approved 11re 11rhUnr 8lIoncy. Cor 011 rellOn.ble expan...lncurr'" In .uch .uppreaolon. unlau .uch hl.lnl and
Curnl.hlnr oqulpmant and p.ymont oC a.pen.o. are oth..wl.. provided Cor by law.
To'
THIS PERMIT EXPIRES D.e~_- 3/ t9~
Telephona No, _ 45'2- - S 3 g- E'"
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oI(:IP"-~Y1-;?";l Sltu:i I-r::'a
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BYDRAULXC PROJEC'Z
APPROVAL
RoC.If. 75.20.100
RoC.If. 75.20.103
~ April 21, 1989
(applicant should refer to thh date ;n aU correspondence)
pl,!;E 1 OF 1 PllGfS
DEPAR1lISIT Of' FISHEIllES
_.l _Inlatrnian Bldg.
OlY"PI., ""shlngton 98504
(206) 753-6650
DEPAllTIIEIIT OF FISHERIES
~UST :!::fferson CO. pub~T~
9ST OR TE
clo Tom Morello
CITY
Port Townsend
IDATERunnamed Tributaries
~AATEA SECTlllN TOlIHSlI1P
SECTlllN NW 22 27N
I48'COHTACT PHONECS)
Works ~ (206) 385-9160
- Post Office Box 1220
fiYJ.TE 98368
W:rrYRrgarin
AANGECE-Y)
12W
_~~~c.!.~~ ___
-----------------------------
~XMB LXMX'ZATXORS. [[J THIS PROJECT illY BEGIN
. June 15, 1989
[!] AND IlUST BE COIlPLETED BY
October 15 1989
11l1S AP,ROVAL IS TO BE AVAll.A8lE 011 THE JOB 11111 AT AU. TlIlES AND ITS ,_ISIOOlS FotUlUED BY me PEAllITTEE AND OPEAATllIl PEAFORIIIIIG
l!!L!!2L
~r.r. IIIPlIRTANT Cr.Nr.RJI, I'IlO'm;KINS ON RF.Vr.RS~ ~Inr. or APPROVAl.
NOTE: This approval is written for two (2) separate culvert sites:
(1) Unnamed Tributary to Hell Roaring CreekL Road Station 65+30,
(2) Unnamed Tributary to Unnamed Trioutary ~o Hell Roaring CreeK,
Road Station 65+00.
1. All work in the stream channel shall be isolated from the flowing
stream by pumping or pi~ing the stream flow around the construct10n
site and returning the flow directly into the natural stream channel.
2. The culvert shall be countersunk a minimum of six (6) inches below
belo~ the streambed at the outlet and placed on a zero (0) percent
grad:i.ent.
3. The culvert shall be of sufficient size to adequately pass flows to
the fifty-year flood level.
4. The road fill shall be protected as required to prevent erosion.
5, It is the responsibility of the landowner to maintain the. culvert
in a condition which wi~l effectively and freely pass fish at all
times per De~artment of Fisheries approval. Shou~d the structure
become a hinarance to fish passage 1n the future, the landowner
will be financially responsible for its immedlate repair.
LOCATION: About 1 mile east of Highway 101 on the Upper Hoh Road.
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RECEIVED
se'A: DNS, Jefferson County
aEG10NAL HAlIJtT IlANAGEa - Tom lfolson (206) 374-9506
'ATROl. . 4W
APPLICANT - U1LDLlrE . aPDEa . PATROl. - IIAI. llGa. . UUA
APR 2 G 1999
JEFFERSON COUNTY
PUBLIC WORKS OEPT
DEPAR~wr or FISHERIES
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BYDRAULJ:C PROJSC~
APPROVAL
LC...75.20.100
LC...75.20.103
141 April 21, 1989
(applicant _ld refer to tllto date in ell correspondence)
PAGE 1 OF 2 PAGES
DEPAR1IlaIT Of FISHERIES
Generel Adaintstretion Bldg.
OlY"Pie, Iluhington 98S(li,
(21]6) ~SO
DEPAlI1JlatT Of FISHERIES
FIiIlUST HAIlE FIRST Iijj1CONTACT PHOHECS)
c:r Jefferson Co. Public Works = (206,) 385-9160
9 STR T OR RURAL
c/o Tom Morello Post Office Box 1220
por4fTYTownsend Il~TE
~ATERunnamed Trib./Unnamed Tri~~BUT"Yery,l Roarin
TER SECTlOll TOIlNSltIP IWIGE(E-W)
SECTlOll NW 22 27N 12W
-----------------------------
TJ:MB LJ:MJ:~ATJ:OIIS. III lIlIS PROJECT MY BEGIN
. June 15, 1989
~ AND IlUST BE COllPLETED BY
. October 15, 1989
2.
{'\ 3.
""-.r 4.
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0 5.
6.
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lIlIS ""KOVAL IS 10 BE AVAI~ JOB lITE AT ALL TIllES AND ITS ,_IIIONS FOLLOUED BY nlE PEMITTEE AND OPERATOR PERFORIIING
I!!U!lIL
SEEJ1lPORTAMI' r.F.NF.R.\1 PRllVISICIIS ON RF.VF.Il!lF. Sill!: or API'IlOV.II.
Note: The Regional Habita't Manager must be onsite for certain provision
compliance given below. It is important that the permittee give
the manager ample time to prepare for the onsite meeting. TWo
weeks advance notice is recommended.
CHANNEL CONSTRUCTION PROVISIONS
1. The new stream channel shall be constructed in the dry. The stream
shall be routed into the new channel only after construction is
complete.
The constructed streambed shall not be less than five (5) feet in
width at any point.
For the purpose of stream meandering, the constructed channel shall
be at least ten (10) percent greater in length than the existing
channel.
A number of pools shall be constructed ,into the new channel with
the dimensions and fre~ency that comply with the Regional Habitat
Manager's onsite specificat1ons.
The construction site shall be protected from erosion by
revegetating all exposed earth.
Clean g~avel shall be placed in the areas determined necessary by
the Regional Habitat Manager.
IEPA: DNS, Jefferson County
REGIDN.I.l. 1WI1JtT IlAHAGU - Tom lfelson (206) 374-9506
PATllOl. _ aw
APPLlCANT - UILOLlfE - AWEA . PATllOl. - 1WI. IlGA. - UUA
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DBPARTME~ or PISHBRIBS
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HYDRAULIC PROJEC~
APPROVAL
DEPARTIIEIlT Of flSlERlES
R.C.N. 75.20.100 General M11lnlatratlon Bldg.
R.C.N. 75.20.103 Ol)'IIPla Washington 911504
I4l April 21 , 1989 (2061 753-66Sll
Capplicant should refer to t.hls date In aLL correspondence)
PAGE 1 Of ~ PAGES
;ul1LAST IWlE f181C01lTACT PHOHECS)
~ Jefferson Co. Public Works ~ (206) 385-9160
2 WATE'Unnamed Trib. to Unnamed Trib.
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DEPAlITllENT Of flSHEllES
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20.0441
STRUCTURE PLACEMENT PROVISIONS
1. The following shall be considered fish habitat structures:
A, Rocks greater than 24 inches in diameter.
8. Conifer rootwads greater than 36 inches in diameter.
C. Conifer logs in sound condition (not rotten) greater
than 12 inches in diameter and more than 10 feet long.
There shall be at least two (2) structures placed into each pool.
Structure shall also be placed in the non-pool areas of the stream
per Regional Habitat Manager onsite specif~cations.
Structures A and 8 shall be anchored into place with the use of
3/4 inch rebar, The rebar shall be driven through the structures
and into the streambed to a depth of at least 4 feet then the top
end of the rebar shall be bent.
Adn equal number of the three different types of structure shall be
eployed, .
LOCATION: About 1 loile east of Highway 101 on the Upper Hoh Road.
Near Road Station 65+00.
2.
3.
4.
5.
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cc: DNR - Forks, Attention: Rick Cahill
Jim Hatten - Hoh Tribal TFW Biologist
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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 PERSON(S) TO WHOM THIS APPROVAL IS ISSUED MAY BE HELD LIABLE FOR ANY
LOSS OR DAMAGE TO FISH LIFE OR FISH HABITAT WHICH RESULTS FROM FAILURE TO
COMPLY WITH THE PROVISIONS OF THIS APPROVAL.
FAILURE TO COMPLY WITH THE PROVISIONS OF THIS APPROVAL COULD RESULT IN A
CIVIL PENALTY OF UP TO ONE HUNDRED DOLLARS PER DAY OR A GROSS MISDEMEANOR
CHARGE, POSSIBLY PUNISHABLE BY FINE OR IMPRISONMENT.
ALL HYDRAULIC PROJECT APPROVALS ISSUED PURSUANT TO RCW 75.20.100 ARE
SUBJECT TO ADDITIONAL RESTRICTIONS, CONDITIONS, OR REVOCATION IF THE
DEPARTMENT OF FISHERIES OR DEPARTMENT OF WILDLIFE DETERMINE THAT NEW
BIOLOGICAL OR PHYSICAL INFORMATION INDICATES THE NEED FOR SUCH ACTION. THE
PERMITTEE HAS THE RIGHT PURSUANT TO CHAPTER 34,04 RCW TO APPEAL SUCH
DECISIONS, ALL HYDRAULIC PROJECT APPROVALS ISSUED PURSUANT TO RCW 75.20.103 MAY
BE MODIFIED BY THE DEPARTMENT OF FISHERIES OR DEPARTMENT OF WILDLIFE DUE TO
CHANGED CONDITIONS AFTER CONSULTATION WITH THE PERMITTEE: PROVIDED HOWEVER,
THAT SUCH MODIFICATIONS SHALL BE SUBJECT TO APPEAL TO THE HYDRAULIC APPEALS
BOARD ESTABLISHED IN RCW 75.20.130.
THIS APPROVAL PERTAINS ONLY TO THE PROVISIONS OF THE FISHERIES AND
WILDLIFE CODES, ADDITIONAL AUTHORIZATION FROM OTHER PUBLIC AGENCIES MAY BE
NECESSARY FOR THIS PROJECT.
ApPBALS . GP.NHRAL INPORMATlON
... VOU WISII TO APPBAL DHNIAL OR CONDITIONS OP AN HPA, TIII!RB ARB INPORMAL AND PORMAL APPHAL
PROCllSSI!S AVAILADU!.
A. INI'ORMAL APPBAL'i:
AN INPORMAL APPHAL (WAC 220.110.340) CONSlsrS OP CO,,",AC11NO TlD! RBOIONAL HABITAT
MANAOI!R AND DISCUSSINO YOUR CONCf!RNS. MOliT PROBLl!MS ARB RI!SOLVI!D AT TIllS LBVI!L, Bur IP
NOT, YOU MAY WJJVATIl YOUR CONCIlRNS 1'0 TIIIl CIBDP OP 11m HABITAT MANAOBMBNT DIVISION IN
OLYMPIA, THI! HABITAT MANAOIlUBNT DIVISION CIB!!P'S DI!ClSION SIIALL DD APPROVI!D OR
I>ISAPPROVI!D BY TJU! DIRIlCJ"OR OR PI!510NnB. Ip YOU ARIl NOT SATISPlDD WITH Tim ResULTS OP TIllS
INI'ORMAL APPBAL, A PORMAL APPltAL MAV Dn PILI!D,
B. FORMAl. APpnAI.s:
I) FOR AI,L CIVil. PI!NALTY A'PBALS AND I'OR OTID!R "PA A'PlIAU WIDCfI ARO NOT ASSOCIATBD wml
,"llIlIATION OR STOCIt-WA11!RINO DIVI!RSIONS, A WRITTllN A"OAL RIlOUllST MUsr nu PlLBD wml TIIU
U1IPAR'I'MUN1' '1tA'l' ISSUIlD OR DllNIllD TlO! A'PROVAL OR UIVIIlD TlIII CIVIL PlINALTY YOU ARI!
A'PIlAIJNO (WAC 220-110.350).
2) FOR APPUALS OP DUNIAL OR CONDmONS OP AN "PA A5SOCIATBD WrrllIRRIOA110N OR STOCK.
WA"IlRINO D1VnnSIONS 011IIlR THAN CIVIL PUNALTV AP'I1ALS, A WRITfBN A"11AL ItIlOUUST MUST 80
l'II.IlD WITII 11m HYDRAUUC A'PBALS BOARD 'M WAC 25'.04. TID! MMUNO ADDRIISS 0' Tim
ApPIlAU BOARD IS: ENVlRONMIlNJ'AL "flARINOS OPI'ICB, BUlLDINO Two .Rowo SIX, LACIIV,
WA~IIINo'roN '8504; TDlJIPlIONlI 206/459.6327.
3) FAILURI! 1'0 APPOAL WITlDN 30 DAVS OP 11m DATIl OP AC110N YOU ARO APPCAUNO RBSULTS IN
l'UKl'll/TURIl OP AU. APPIW. RIOIITS,
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STATE OF WASHINGTON
nITl'! i"I"', E"GINEERS INC DEPARTMENT OF NATURAL RESOURCES
\." hi '\J>U n ,. BRIAN J. BOYLE
RECEIVED: R +'~B~;~.~o~~e ;;;;IT
See:;;./4 2.';J, T?-7 "I. p / :7- (E@
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ZONE
Permittee-Original
Area-CanarylPink CfJpil::i
A' BrClD
(CI'rcr.)
County
, 7; +t:erS~r2..-
In accordance wiLh the laws of tho Stnt.c or Washington. the underaiened Is cr.ontod permiuton to burn'
bcrell uf t<jW D.e6r/5 27/ k< BL the ploco deacrlbed on thtl permit.
1~lrph. hnl.h pi:... "k,lI'
Pur~ose of Burning:
Forest Fire HUlU'd Abatement Homo Premi.ea Debrta DI.poaal
Prevontion of' Fire Hazard AGriculture ~ /
Silvicullurlll OI,crnLion1 Othor /2./W L/.enr/'!;
a It. I . (Sp!<J/lo'
DoscrijJtion or ~pecific arca where burning will be done 't:rntj '7"rYJf'~, PJw..ft. ~
12Mt:L f" 1- JUt' (I? ~tUJ.--/;- or: IrtIUrA,.." It? I (.... loW"""...."')
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BURNING IS AUTHOIUZED SUBJECT TO THE FOLLOWING CONDITIONS
"
/)"~/:>>S/1'/
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(l)~
(2) -lL-
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(4)_
(5)~
(6) -L.:::-
Construct a firehreak d feet wido w mineral eArth .round material to be burned bofor. IIghtina: Iirl1,
Have 0 minimum of -----1--- poraun>> In .ttendan~J D~ the, nre whll. burn(n.. j . ~ / 1"', J'
Provide tho following water requfrcmcu": .,,~ y-r".l!::a... t"rr "-'UIf<fJ r""4~ I.M /2.1; ~'l'lI! t:Z- /c:i.
A burnlne plln I. alloehed hereto end I.' pari of Ihll permit. / /l/A-t..- :3 ':!..2 . '2-'1- ,:' (..'
PurmiUoe muat not leavo firo unattended until exUnluiahod. I
Do nol burn Ie wind I. PROM Ih. d.tl1d and/or I. blowlnl more Ihan _ mill",
"Dr hour. CdlncllunJ
(7) Burnill. (w lIubject. to tho Slnoko Manogcment. Plan currontly In eacct, which con be Inspacted .t Department or Natural Reaourcel ,\r~fi
omen.
(8) The nre may contain only valetatlon, lumber and ot.her wood producta that. hIve not been painted, treated with prol.rvatlve. or .taln",
or .eaked with 011 or lreoe.
(0) Any n,o which CfJnt.a;n. material. ot.her t.hnn thOllo 'blted undur ltom 8, or which ere_to. dena. .make or ofl'onllvo odol'l, require. wrlttlln
pormlulon from tho local air polluUtln authorlt.y or t.h. Dapanmont. or &oIOIY.
(10) If tho fira creoto. a nul.lnca Cram .moko or Oy uh, It mu.t. be ..Unlul,hed.
@ Tltl. ~ermlt. me pended 0 CIl!,col.o by thl .. Dopnrtmo?t whln doom d noeouo
(J2)~Oth - ,
. ~
(i3) The rmltt.. .Ir... to furnl.h .ulllclent mell alld aqulpm.nlll hi. upln.1 to .UPP"II Ih. nr. If It ....p.. from ony COU'" ond lo PllY
Ih. Deportm.nl. or olh.r .pprovod nre n,hlln, I,.ney, for.1I ..uonobl. upenn. Ineu,rod In .uch .uppreulon. unl.u .ueh hlrln,.nd
(urnl.hl.. equlpmenl .nd p.ym.nt of upon... art olh.rwlu provldod for by Ilw.
Olio IlIuod Q~ Ii
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crtrmlU" B"...lutt)
. 10..8.:1. THIS PIUtMIT EXPIRES ~CAMJa~...s.L. IO~.
~MI',;:tt.trV'\ T.I.phon. Nn, l.J.~~- 53glr
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Shv..1oevm ~U.MOTO CANCELLATION
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STATE OF WASHINGTON
ENTRAtlCO ENGINEERS, IN/1(1'flEPARTMEN~~~:f~~~~i RESOURCES
C). L. /) Il. /J j': Comml..loDor at Public Land.
RECEIVED: v7:~ci<,
b/19/f3f BURNING PERMIT
See 22-, . T ,:;). ~I N, fl / ;L (E)@
Sbdp S e V,/- "-HU'llj"
Expire' 1)~)('e<AA I,,-~,\' .")/-1 /9,1('9 County
Permittee-Original
Area-CanarylPink copic:1
ZONE A B/C':)O
(Clh:!;')
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In DccordUI1I:e with Lho Inwfl of t.ho Stole uf Wushington. t.ho undersigned is granted pormilsion to burn'
acre, of l? 111/ Cie,l?rJ:5 ot the ploce described o. Utis pormlt.
l.h~'Sh. l'r,,~h 1,,1..... 1'11'.1
PU'Jltl~C of Burning:
Forest Firo Hozard Ahatement
Prevontiun of Jo"irc J Im...nrd
SiiviculLurul OlmrnLiut:"
BUnNING IS AUTHOIUZED SUBJECT '1'0 THE FOLLOWING CONDITIONS
Construct a firohroak X' feot wldo to minoral earth around raaterlal to be burned before Iiehting (irl',
Havo a minimum o( ---1- persona In attendance at tho nra while burn!n.. (..
Provld. tho followln~ wut.r r.qulr.m....: pu~'> -h-u.l.l<-, &( T'lU~ -+t"~ (J.J.. ck "-I...J, (...... _,
^ burni.c pI... 1. .ttached horet.o and I. port 01 Uti. permit. lU^<" 33:t..2. 'I '
Permittee must not loave fire unattended until extlngui.hed.
Do .ot burn II wl.d i. FROM tho ~
110r hour. Cdl,
(7) Unrning i. .ulJject to tho Smoke Managomont Plan currently in etract, which can b. In,pleted at Dlputment or N.tural nUOUlCO. ,\rUII
omeoa.
(8) Tho raro mny cont.nln only VI)Got.atlon, lumhor Rnd othar wood prnduetJI that havo not boon painted, treated with prc.ervaUvea or It.ainll.
or .uukod with 011 or .reallo.
(9) Any nrl) which contolns malerlnla uthur llml1 tl1OIIO Hilled undor It.om 8, or which craaLoa don". .mok. or oaon.lve odorll requlras wrlu,."
permis.lun (rom tho local air pollution authority or the Deportment o( EcoloKY,
(10) U' tho are crllates . nulaance (rom amoka or ny uh, It mUll. be extlnluh.hed.
@'l'hlll par mIL may .uapond"d or cauc:ulcd hy thf. Doportment wh n deomod noc .'11')" for tho p' ouctlon o( Ute. proptr1.y or elr ~u"IIL>'.
(12) .....lC- Oth. . , " ~ If.
i u.. Ibt. lpace ,,. til', 110M l"dW he'IO..... 1 RlI (,
~b~, ....~
(13) Tho permltlo. IIlr... to furnl.h .urncfant man alld equlpmont at hll expunlo to IUPI"." the n,. It It tlcep.. from any CIUI. and to PIlY
tho DOpllrtment, or othar nPI1rOved Oro nlhtln" ngancy, (or all roullonnhlo a.panlOIl ncurrod In luch luppr..,lon. unr... .uch hlrln. onll
(urnf.hlnu equlpmont and paymont o( axpllnlel af. otherwllO provided (or by law.
nol<> I.,uod 91.iA1 Q. J'1. ,10..8:1- '1'1,1111 I'llnMl'r F.lCl'lItKS bp("e',J,~~, ID ~"1,
TO'~ t.. 11. f.~ ~ CD '^~:it1L IA.l tp V\.. TII.phonl No. .....422:.. 5" ~ I( $;'
" ~~,j-' C71:~:::L. 'l'ltl-
(PmIlIUH "'",l"'.. ^. _ (Ow..." IAMMI Iuperi""Mlnl. "'.1
Add".. City ~~. t:n\Ol"llfA Stat- It Jt1,
~..u d by CJ...w --/, ~-<. ~<A--' A..I omc' 11J.hA1fA.e.~
~ ,\ t:I,. . 18"~. .,..., 7-7
r r;"'P7 ..' ,,"It Stalawld. loll Ira. tellpho.1 numbl' to ,"1 I permll or "port I n,"-800,582.COtO
t-'t:ftJ.... .IS ..'.110I-.'.. ow .',.. S~~D SUBJECT TO CANCELLATION oG- ·
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~,026 N 320764.4447 E 1158123.2868 S 8+81.6500
.~. 200.0000 N 08-00'26.0"w
J?Cl N 320962.4948 E 1158095.4272 S 10+81.6500
R= 649.9649 L = 837.9108 DEL = + 73-51'49.0"
T = 488.5719 LC = 781. 0811 N 28"'55'28.5"E
PTl N 321646.1415 E 1158473.2033 s 19+19.5608
2136.6767 N 65-51'23.0"E
PC2 N 322520.0960 E 1160422.9701 S 40+56.2375
R = 1300.0000 L = 255.0570 DEL = + 11-14'28.7"
T = 127.9392 LC = 254.6481 N 71-28'37.3"E
PT2 N 322600.9938 E 1160664.4266 s 43+11.2945
600.7925 N 77-05'51.7"E
PC3 N 322735.1445 E 1161250.0504 s 49+12.0871 "
R= 800.0000 L = 249.0938 DEL = + 17-50'24.1" "
T = 125.5630 LC = 248.0888 N 86-01'03.7"E
PT3 N 322752.3738 E 1161497.5402 S 51+61.1809
1726.4485 S 85-03'44.2"E
PC4 N 322603.7736 E 11632J.7.5816 s 68+87.6294
R= 750.0000 L = 254.6345 DEL - + 19-27'09.5"
T = 128.5545 LC = 253.4133 S 75-20'09.S"E
PT4 N 322539.6218 E 1163462.7404 S 71+42.2639
1579.5172 S 65-36'34.7"E
PC5 N 321887.3582 E 1164901.2907 s 87+21.7811
R= 850.0000 L = 198.3353 DEL - - 13-22'08.9"
T = 99.6201 LC = 197.8857 S 72-17'39.2"E
PT5 N 321827.1754 E 1165089.8027 S 89+20.1165
.~ 567.6040 S 78-58'43.6"E
· )036 N 321718.6652 E 1165646.9381 S 94+87.7204
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*******************************************************************************
CURVE C1
4tLAYOUT ANGLES FROM POINT PT1
SIGHTPC2
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POINT STATION DISTANCE ANGLE ANGLE ANGLE SUBCHORD
---------- --------- ----------- ------------ ------------ ---------
10+81.6500 781. 0811 143-04'05.5" 216-5,5' 54 .5" - 36-55'54.5" .0000
11+00.0000 766.3357 143-52'37.2" 216-07'22.8" 36-07'22.8" 18.3494
11+50.0000 725.3911 146-04'50.9" 213-55'09.1" - 33-55'09.1" 49.9877
12+00.0000 683.3736 148-17'04.5" 211-42'55.5" - 31-42'55.5" 49.9877
12+50.0000 640.3451 150-29'18.2" 209-30' 41. 8" 29-30' 41.8" 49.9877
13+00.0000 596.3694 152-41'31.9" 207-18'28.1" 27-18'28.1" 49.9877
13+50.0000 551.5116 154-53'45.6" 205-06'14.4" - 25-06' 14 .4" 49.9877
14+00.0000 505.8379 157-05'59.3" 202-54'00.7" 22-54'00.7" 49.9877
14+50.0000 459.4159 159-18'13.0" 200-41'47.0" - 20-41'47.0" 49.9877 "
15+00.0000 412.3143 161-30'26.7'; 198-29'33.3" - 18-29'33.3" 49.9877
15+50.0000 364.6028 163-42'40.4" 196-17'19.6" - 16-17'19.6" 49.9877
16+00.0000 316.3519 165-54'54.1" 194-05'05.9" - 14-05'05.9" 49.9877
16+50.0000 267.6331 168-07'07.8" 191-52'52.2" - 11-52'52.2" 49.9877
17+00.0000 218.5184 170-19'21.4" 189-40'38.6" - 09-40'38.6" 49.9877
17+50.0000 169.0804 172-31'35.1" 187-28'24.9" - 07-28'24.9" 49.9877
18+00.0000 119.3923 174-43'48.8" 185-16'11.2" - 05-16' 11.2" 49.9877
18+50.0000 69.5276 176-56'02.5" 183-03'57.5" - 03-03'57.5" 49.9877
19+00.0000 19.5601 179-08'16.2" 180-51'43.8" - 00-51'43.8" 49.9877 ,
,
********************************************************************************
.
CURVE C1
LAYOUT OFFSETS FROM TANGENTS AND LONG CHORD
ClINT TANGENT LONG CHORD GRID COORD.
STATION DISTANCE OFFSET DISTANCE OFFSET DELTA X DELTA Y
---------- --------- --------- --------- --------- --------- ---------
11+00.0000 18.3476 ' .2590 14.8218 10.8173 -380.0754 -665.4420
11+50.0000 68.2241 3.5905 56.6924 38.1233 -383.7241 -615.5877
12+00.0000 117.6971 10.7452 100.5377 62.1307 -383.5306 -565.6004
12+50.0000 166.4739 21. 6809 146.0984 82.6976 -379.4961 -515.7758
13+00.0000 214.2661 36.3327 193.1049 99.7022 -371. 6444 -466.4086
13+50.0000 260.7909 54.6142 241.2792 113.0440 -360.0220 -417.7908
14+00.0000 305.7731 76.4170 290.3364 122.6440 -344.6977 -370.2100
14+50.0000 348.9468 101.6123 339.9862 128.4456 -325.7620 -323.9476
15+00.0000 390.0564 130.0511 389.9351 130.4144 -303.3270 -279,2773
15+50.0000 -349.9677 102.2634 439.8876 128.5387 -277.5253 -236.4633
16+00.0000 -306.8411 76.9877 489.5482 122.8296 -248.5097 -195.7587
16+50.0000 -261. 8995 55.1010 538.6231 113.3209 -216.4517 -157.4045
17+00.0000 -215.4089 36.7330 586.8222 100.0689 -181.5409 -121,6273
17+50.0000 -167.6441 21. 9921 633.8603 83.1519 -143.9838 -88.6389
18+00.0000 -118.8877 10.9656 679.4592 62,6700 -104.0026 -58.6344
18+50.0000 -69.4281 3.7187 723.3492 38.7443 -61.8337 -31. 7913
19+00.0000 -19.5579 .2943 765.2706 11.5164 -17.7266 -8.2682
19+19.5608 .0000 .0000 781.0811 .0000 .0000 .0000
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*******************************************************************************
CURVE C2
I~YOUT ANGLES FROM POINT PC2
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POINT STATION DISTANCE ANGLE ANGLE ANGLE SUBCHORD
---------- --------- ----------- ------------ ------------ ---------
41+00.0000 43.7604 180-57'51.8" 179-02'08.2" 00-57'51.8" 43.7604
41+50.0000 93.7422 182-03'58.4" 177-56'01.6" 02-03'58.4" 49.9969
42+00.0000 143.6893 183-10'05.1" 176-49'54.9" 03-10'05.1" 49.9969
42+50.0000 193.5832 184-16'11.7" 175-43'48.3" 04-16'11.7" 49.9969
43+00.0000 243.4055 185-22'18.3" 174-37'41.7" 05-22'18.3" 49.9969
43+11.2945 254.6481 185-37'14.3" 174-22'45.7" 05-37'14.3" 11.2945
********************************************************************************
CURVE C2
LAYOUT OFFSETS FROM TANGENTS AND LONG CHORD "
TANGENT LONG CHORD GRID COORD.
POINT STATION DISTANCE OFFSET DISTANCE OFFSET DELTA X DELTA Y
---------- --------- --------- --------- --------- --------- ---------
41+00.0000 43.7542 .7365 43.6160 3.5524 40.2280 17.2245
41+50.0000 93.6812 3.3798 93.5619 5.8117 86.8687 35.2338
42+00.0000 -111.1586 4.7611 143.5576 6.1488 134.1674 51.4364
42+50.0000 -61.2718 1.4447 193.5294 4.5633 182.0542 65.8082
43+00.0000 -11.2944 .0491 243.4032 1. 0574 230.4582 78.3281
43+11.2945 .0000 .0000 254.6481 .0000 241. 4564 80.8978
SET DEC2
LAY C3 PC3 BS PT2 SPC 4912.0871 E 50
c:.~****************************************************************************
CURVE C3
LAYOUT ANGLES FROM POINT PC3
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STATION
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SUBCHORD
DISTANCE
---------- --------- ----------- ------------ ------------ ---------
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49+50.00 37.91 181-21'27.6" 178-38'32.4" 01-21'27.6" 37.91
50+00.00 87.87 183-08'53.3" 176-51'06.7" 03-08'53.3" 49.99
50+50.00 137.74 184-56'19.1" 175-03'40.9" 04-56'19.1" 49.99
51+00.00 187.48 186-43'44.9" 173-16'15.1" 06-43'44.9" 49.99
51+50.00 237.04 188-31'10.7" 171-28'49.3" 08-31'10.7" 49.99
********************************************************************************
CURVE C3
LAYOUT OFFSETS FROM TANGENTS AND LONG CHORD
TANGENT LONG CHORD GRID COORD.
POINT STATION DISTANCE OFFSET DISTANCE OFFSET DELTA X DELTA Y
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49+50.00 37.90 .90 37.58 4.99 37.14 7.59
50+00.00 87.74 4.83 87.42 8.84 86.60 14.89
50+50.00 -110.82 7.71 137.41 9.56 136.41 19.08
51+00.00 -61.12 2.34 187.34 7.17 186.39 20.16
51+50.00 -11.18 .08 237.03 1. 66 236.34 18.11
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*******************************************************************************
CURVE C4
~.LA.. YOUT ANGLES FROM POINT PC4
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POINT STATION DISTANCE ANGLE
COUNTERCLOCK
ANGLE
DEFLECTION
ANGLE
SUBCHORD
69+00.00 12.37 180-28'21.1" 179-31'38.9" 00-28'21.1" 12.37
69+50.00 62.35 182-22'56.6" 177-37'03.4" 02-22'56.6" 49.99
70+00.00 112.27 184-17'32.1" 175-42'27.9" 04-17'32.1" 49.99
70+50.00 162.05 186-12'07.6" 173-47'52.4" 06-12'07.6" 49.99
71+00.00 211.66 188-06'43.1" 171-53'16.9" 08-06'43.1" 49.99
******************************************~*************************************
CURVE C4
LAYOUT OFFSETS
POINT
STATION
FROM TANGENTS AND LONG CHORD
TANGENT LONG
DISTANCE OFFSET DISTANCE
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69+00.00
69+50.00
70+00.00
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71+00.00
12.37
62.30
111 . 95
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2.59
8.40
5.67
1.19
12.21
61.84
111.76
161. 75
211. 58
CHORD GRID COORD.
OFFSET DELTA X DELTA Y
--------- --------- ---------
1. 99 12.32 -1.17
7.97 61.84 -7.94
10.63 110.81 -18.01
9.96 159.00 -31.31
5.96 206.20 -47.79
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*******************************************************************************
CURVE C5
C' ...LA. YOUT ANGLES FROM POINT PC5
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87+50.00 28.22 179-02'56.1" 180-57'03.9" 00-57'03.9" 28.22
88+00.00 78.19 177-21'49.5" 182-38'10.5" 02-38'10.5" 49.99
88+50.00 128.10 175-40'42.9" 184-19'17.1" - 04-19'17.1" 49.99
89+00.00 177.89 173-59'36.3" 186-00'23.7" - 06-00'23.7" 49.99
89+20.12 197.89 173-18'55.5" 186-41'04.5" 06-41'04.5" 20.12
*******************************************************************************.
CURVE C5
LAYOUT OFFSETS FROM TANGENTS AND LONG CHORD
TANGENT LONG CHORD
POINT STATION DISTANCE OFFSET DISTANCE OFFSET
---------- --------- --------- --------- ---------
87+50.00 28.21 .47 28.08 2.82
88+00.00 78.11 3.60 78.00 5.52
88+50.00 -70.04 2.89 127.99 5.28
89+00.00 -20.11 .24 177.88 2.10
89+20.12 .00 .00 197.89 .00
GRID COORD.
DELTA X DELTA Y
25.89
72.62
120.32
168.81
188.51
-11.22
-28.98
-43.96
-56.10
-60.18
LIST
Last restored data filename: SURVEY\HOH
CHAIN
STORED
************
99
1000 TO 1098
Cl TO C5
STORED CLASS STATION
****** ******** ************
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"" 'T.1003 N 321520.3100 E 1166257.7700
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October 20, 1989
Entranco Engineers, Ine,
5808 Lake Washington Boulevard N,E,
Kirkland, Washington 98033
CR0749
Jefferson County
Upper Hoh Road Improvement
Supplement NO.2
Entranco Proiect No. 89035-20
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Jefferson County desires to supplement the agreement entered into with Entranco
Engineers, Inc. and executed on April 24, 1989.
All provisions in the basic agreement remain in effect except as expressly modified by
Supplement No.1. and this Supplement NO.2.
The changes in this agreement are described as follows:
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Section VI, PAYMENT. Subsection A shall be amended as follows:
Paragraph 1, Direct Salary: Thirty-one thousand nine hundred forty and noll00
dollars ($31,940.00).
Paragraph 2, Overhead Costs: Forty-seven thousand nine hundred ten and noll00
dollars ($47,910.00).
Paragraph 3, Direct Non-Salary: Twenty-four thousand five hundred twenty and
no/100 dollars ($24,520.00).
Paragraph 4, Net Fee: Nine thousand five hundred eighty-two and 04/100 dollars
($9,582.04).
Paragraph 5, Maximum: One hundred thirteen thousand nine hundred fifty-two and
04/100 dollars ($113,952.04).
Payment for work provided by the Consultant as part of this Supplement No. 2 shall be
as Identified In Exhibit "A" (aUached) which Is hereby made a part of this Agreement.
The total amount of this Agreement as supplemented, Inclusive of all fees and other
costs, Is now $113,952.04 as set forth In the attached Exhibit "A" and by this reference
made part of this agreemont.
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October 20, 1989
Page 2
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EXHIBIT "B", DESCRIPTION OF PROPOSED WORK.
Revise the first sentence of the first full paragraph on page 3 of 3 to read:
The estimated costs shown in Exhibit "A-1" and in Section VI, "Payment" of the
Agreement are based on the Objective and Scope slated herein, a 98 working day
construction contract, and many working days which exceeded 8 hours to provide
an inspector, etc. during the Contractor's volunlary overtime working schedule,
If you concur with this supplement and agree to the changes as slated above, please
sign in the appropriate spaces below and return to this office for final action.
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JEFFERSON COUNTY
ENTRANCO ENGINEERS, INC.
By. ~k!. d,,~<;..
TrUe: t.1Pe, ~~/'M
Date: &c.l: ZO, 1~89
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By: .~~ (J~rx-
Title: C~ & ().C!.G.
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Date: ~. ~, /P89
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SUPPLEMENT NO.2
JEFFERSON COUNTY
Upper Hoh Road Improvement
EXHIBIT "AM
Basic Supplement Supplement
Aoreement No, 1 No, 2 Total
Direct Salary Cost $23,348,00 $5,170,00 $3.422.00 $31,940,00
Overhead 35,022,00 7,755.00 5,133.00 47,910,00
(including Payroll Additives)
Direct Non-Salary Costs 15,245,00 3,965.00 5,310.00 24,520.00
Net Fee 7.004.44 1.551.00 1.026,60 9,582.04
Total $80.619,44 $18.441.00 W.891 ,80 $113.952.04
SUPPLEMENT NO.2 SUMMARY
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Man Hours Rate of Pav Cost
10 28.00 $280.00
120 20.00 2,400.00
60 12,00 720.00
2 11.00 22.00
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Resident Engineer
Surveyor
Word Processor
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Mileage:
Communications:
Reproduction:
Outside Consultants
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2 weeks @ $500
1,000 miles @ $0.21
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September 29. 1989
Entranco Engineers. Inc,
5808 Lake Washington Boulevard N,E,
Kirkland. Washington 98033
CR0749
Jefferson County
Upper Hoh Road Improvement
Supplement No, 1
Entranco Proiect No, 89035,20
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Gentlemen:
Jefferson County desires to supplement the agreement entered Into with Entranco
Engineers. Inc. and executed on April 24. 1989,
All provisions In the basic agreement remain in effect except as expressly modified by
this Supplement No.1.
The changes in this agreement are described as follows:
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Section VI. PAYMENT, Subsection A shall be amended as follows:
Paragraph. 1. Direct Salary: Twenty-eight thousand five hundred eighteen and
no/100 dollars ($28.518.00),
Paragraph 2. Overhead Costs: Forty-two thousand seven hundred seventy-seven
and no/100 dollars ($42,777.00).
Paragraph 3. Direct Non-Salary: Nineteen thousand two hundred ten and no/100
dollars ($19.210.00).
Paragraph 4, Net Foe: Eight thousand five hundred flfty.llve and 44/100 dollars
($8,555.44).
Paragraph 5, Maximum: Nlnety.nlne thousand sixty and 44/100 dollars ($99.060.44).
Payment for work provldod by the Consultant as part of this Supplement No, 1 shall be
as Identllled In Exhibit "A" (attached) which Is hereby made a part of this Agreement.
The total amount of this Agreoment as supplemented, Inclusive of all fees and other
costs, Is now $99,060,44 as set forth In the attached Exhibit "A" and by this reference
made part of this agreement.
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September 29.1989
Page 2
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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,
ENTRANCO ENGINEERS. INC.
JEFFERSON COUNTY
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SUPPLEMENT NO.1
JEFFERSON COUNTY
Upper Hoh Road Improvement
EXHIBIT "A" I. ' ,
Basic Supplement
AQreement NO,1 Total
Direct Salary Cost $23.348,00 $5.170.00 $28.518.00
Overhead 35.022.00 7.755,00 42.777,00 "
(including Payroll Additives)
Direct Non.Salary Costs 15.245.00 3.965.00 19.210.00
Net Fee 7.004,44 1.551,00 8.555,44
Total $80.619,44 $18.441,00 ~99.060.44
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SUPPLEMENT NO.1 SUMMARY
Estimated
Personnel Man Hours Rate of Pav QQ!!
Principal Engineer 2 $30,00 $60.00
Construction Manager 30 26.00 780.00
Resident Engineer 210 18.00 3.780.00
Engineer III 24 18.00 432.00 . '
Inspector Technician 8 12.00 96.00
Word Processor 2 11.00 22.00
TOTAL $5.170.00
DIRECT NON.SALARY COST:
Per Diem: 4 weeks @ $600 $2.000
Mileage: 1.500 miles @ $0.21 315
Communications: 100 . '..
Reproduction: 60 . .
Outside Consultants .L.f!l!2
TOTAL $3.965
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CONSULTANT AGREEMENT
FOR
CONSTRUCTION
THIS REEI:IENT, made and ent.ered int.o on t.his 2 .,.~ ,day of
, 19~, by and bet.ween t.he
COUNT OF JEFFERSON, Washington, hereinaft.er called t.he "AGENCY," and t.he
consult.ingfirm of Ent.ranco En~ineers. Inc, , whose addr.ess is 5808 Lake
~ngt.on Boulevard N.E,. Kirkland. 98033, t.he locat.ion in Washington
St.at.e at. which work will be available for inspect.ion, hereinaft.er called
t.he "CONSULTANT." The AGENCY and t.he STATE OF WASHINGTON act.ing t.hrough
t.he Washingt.on' St.at.e Transport.at.ion Commission and t.he Depart.ment. of
Transport.at.ion, herein aft.er called the "STATE", toget.her with the Federal
Highway Administ.ration, hereinafter called t.he FHWA, administers t.he
Federal-aid funds.
WHEREAS, t.he Agency may use funding ot.her t.han Jefferson Count.y funds t.o
provide for t.he construct.ion of various project.s, and
WHEREAS, t.he FEDERAL GOVERNMENT through its Depart.ment of Transport.ation
and FHWA, pursuant. t.o Tit.le 23, U.S. Code, has est.ablished a program of
Federal-aid t.o the st.ates designated as the Federal-aid Program, wit.h a,
general purpose t.o increase the safet.y and capacity of roads in t.he Unit.ed
States, and
WHEREAS, t.he Agency desires t.o accomplish various projects, including
Federal Aid project.s, wit.h the aid of funds provided under. t.he Surface
Transport.at.ion Assist.ance Act of 1978, Tit.le 23, U.S. Code, Highways, and
all amendment.s t.heret.o and the rules and regulations promulgated by said
U.S. Department of Transportation, in the Federal-aid Highway Program
Manual,
WHEREAS, t.he Agency has not sufficient. qualified engineering employees to
accomplish t.he Construction Engineering on t.his project., ent.it.led the
Upper Hoh Road Improvement., number CR0749, wit.hin a reasonable t.ime and
the Agency deems it. advisable and is desirous of ensaging the professional
services and assist.ance of a qualified consulting firm t.o do the necessary
oonstruction engineering, 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 registrat.ion of professional engineers, and
that all personnel to be assigned to the work required under this
Agreement are fully qualified to perform the work to which they will be
assigned in a oompetent and professional manner, being familiar with the
methods and procedures involved in oonstruction operations so that the
Consultant oan appraise intelligently the oauses of troubles if they
ocour, and
WHEREAS, the Consultant has indicated that he desires to do the work set
forth in the Agreement upon the terms and oonditions set. forth below.
Upper Hob Road Improvement, OROTCe, Pal. 1 of 12
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NOW, THEREFORE. in consideration of the terms, conditions, covenants and
performances contained herein below, the parties hereto agree as follows:
1
OBJECTIVES AND SCOPE OJ' WORK
The objective of the Agreement is to provide engineering services
necessary for the construction of the Project as described in the attached
Exhibit "B."
The Consultant shall perform all work described in this Agreement
necessary for complete Engineering Services required to construct the
project in conformity with the policies and standards set forth in Section
II.
II
CONSTRUCTION ADMINISTRATION CRITERIA
Project Administration will be accomplished and documented in accordance
with the latest edition and amendments of the following:
1, Washington State Department of Transportation/American Public
Works Association (WSDOT/APWA), "Standard Specifications for
Road Bridge and Municipal Construction."
2.
WSDOT/APWA, "Standard Plans for Road, Bridge and Municipal
Construction,"
3.
Washinliton State Department of Transportation, "Construction
Manual,"
4. Washinaton State Department of Transportation. "Local Agency
Guidelines."
6.
FaWA and Washin8ton State Department of Transportation, "Manual
on Uniform Traffic Control Devices for Streets and Hiahways."
III
ITEMS TO BE I'tJRNISHED TO THE CONSULTANT BY THE AOR:NCY
The A8ency will furnish the Consultant copies of the plans.
specifications, profiles, cross-sections, or other,documents which are
available to the Aaency that will facilitate the construotion
administration of the project,
Includin8:
1.
Contract Plans and Specifications.
2. All field notes.
Upper Hob Road Improvement, QROT4t, ...e 2 of 12
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4. Required forms.
5. Access to required manuals, etc.
IV
DOCUMENTS TO BE P'tJRNISHED BY THE CONSULTANT
The Consultant will furnish to the Agency one set of record plans (as-
built plans) and one set of all accounts, papers, maps, photographs, or
other documentary materials regardless of physical form or
characteristics, made or received by the Consultant in connection with the
transaction of this contract upon completion of the project.
V
TIM! OF BEGINNING AND COMPLETION
The Consultant shall not begin work under the terms of this Agreement
until authorized in writing by the Aaency. The time required, in calendar
days, for completion of all work under this Agreement shall be ~ days
following written authorization to begin.
Establi~hed completion time shall not be extended because of any delays
attributable to the Consultant, but may be extended by the Agency in the
event of a delay attributable to the Agency or because of a delay caused
by an act of God or governmental actions or other conditions beyond the
control of the Consultant. A prior supplemental agreement issued by the
Agency is required to extend the established time.
Delays attributable to or caused by one of the parties hereto amounting to
I 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
FA'YHENT
The Consultant shall be paid by tb~ Agency for completed work for services
rendered under tbis Agreement as provided her.einafter. Such payment shall
be full compensation for work performed or services rendered and for all
labor, materials. supplies, equipment and inoidentals neoessary to
complete tbe work. The Consultant sball oonform with all applicable
portions of 48 CFR 31.
Upper Bob Road Iapl'ov...nt, cao149, Fa.. a of 12
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Cost Plus Net Fee
Payment for work accomplished shall be on the
actual cost plus a net fee. The actual cost
cost, overhead 8nd direct non-salary cost.
basis of Consultant's
includes direct salary
1.
The direct salary cost is the salary expense for professional
and technical personnel and principals for the time they are
productively engaged in work necessary to fulfill the terms of
this Agreement. The direct salary costs are estimated to be
approximately Twenty three thousand three hundred forty eiRht
and no/l00 Dollars ($ 23.348.00 ) as set forth in the attached
Exhibit "A" and by this reference made a part of this Agreement.
The Overhead costs as identified on Exhibit "A" are determined
as 1QQ percent of the direct salary cost. The overhead costs are
estimated to be approximately Thirty five thousand twenty two
and no/l00 Dollars ($ 35.022.00 ) as set forth in the attached
Exhibit "A" and by this reference made a pert of this agreement.
The overhead cost rate is an estimate based on currently
available accounting information and shall be used for all
progress payments over the period of contract. The final
overhead cost rate is subject to adjustment based on an audit
performed by the Agency, the State, or Federal Highway
Administration at the completion of the project and said final
overhead cost rate shall not exceed 1QQ percent and shall not
increase the maximum amount payable for this Agreement.
The direct non-salary costs are those costs directly incurred in
fulfilling the terms of this Agreement, inclUding, but not
limited to travel, reproduction, telephone, supplies and fees of
outside consultants. The direct non-salary costs are estimated
to be approximately Fifteen thousand two hundred forty five and
no/l00 Dollars ($ 15.245.00 ) as set forth in the attached
Exhibit "A" and by this reference made a part of this Agreement.
Billings for any direct non-salary costs shall be supported by
copies of oriainal bills or invoices.
The net fee, which represents the Consultant's profit shall be
Seven thousand four and 44/100 Dollars (.~~). This fee
is based on the Scope of Work defined in this Agreement and the
estimated labor hours required to perform the stated Scope of
Work. In the event a supplement agreement is entered into for
additional work by the Consu1tmnt, the supplemental 8areement
may include provision for the added costs and an appropriate
fee. The net fee will be prorated and paid monthly in
proportion to the percentage of the project. completed 8S
est.imated in the Consultant's monthly progress reports and
approved by the Agency. Any port.ion of t.he net. fee not
previously paid in t.he monthlY payments shall be included in t.he
final payment, subject t.o t.he provisions of the Section XI
entitled TERMINATION OF AGREEMENT.
2.
3.
4.
Upper Hob Road Improvement, 0R0149 , P..e 4 ot 12
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Agreement including salaries, overhead, final overhead
adjustments, direct non-salary costs, and profit is EiQhtv
thousand six hundred nineteen and 44/100 Dollars ($ 80.619.44
), unless a supplemental agreement has been negotiated and
executed by the Agency prior to incurring any costs in excess of
the maximum amount payable, This does not include payment for
extra work as stipulated in Section X, "Extra Work,"
Progress payments may be claimed monthly for direct costs actually
incurred to date as supported by detailed statements, for overhead
costs and for a proportionate amount of the net fee payable to the
,Consultant based on the estimated percentage of the completion of the
services to date. The detailed statement will indicate by name all
employees that worked on the Project during the billing period. The
classification of each employee, the hours worked, the hourly wage
rate, and the total wages paid will also be shown on the invoice.
Direct non-salary costs, such as travel, reproduction, telephone,
supplies, and computer costs, shall be supported by an original or a
copy of the invoice or billing instrument the Consultant received for
payment. For example, a copy of the telephone company's itemized
listing showing each call is necessary to verify the billing for long
distance telephone calls.
The Consultant and its sub-consultants shall keep available for
inspection, by representatives of Jefferson County, the State and
United States, for a period of three years after final payment, the
cost records and accounts pertaining to this Agreement and all items
related to, or bearing upon, these records with the following
exception: If any lit.igation, claim or audit is st.arted before the
expira'tion of the three-year retention period, the records shall be
ret.ained until all litigation, claims or audit findings involving the
records have been resolved. The three-year retention period starts
when the Consultant receives final payment,
Payment for extra work performed under this Agreement shall be paid
as a~reed to by the parties hereto in writing at the time extra work
is authorized. (Section X "EXTRA WORK")
A short narrative progress report shall accompany each voucher for
progress payment. The report shall include discussion of any
problems and potential causes for delay.
To provide a means of verifying the invoiced salary costs for
Consultant employees. the Agency may conduct employee interviews.
Acceptance of such final payment by the Consultant shall constitute a
release of all claims of any nature which the Consultant may have
against the Agency unless such claims are specifically reserved in
writing and transmitted to the Agency by the Consultant prior to its
acceptance. Said final payment shall not, however. be a bar to any
claims that the Agency may have against the Consultant or to any
remedies the Agency may pursue with respect to such claims.
Upper Hob Road Improvement. OROTC9. Pa.e & of 12
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EMPLOYHB:NT
The Consultant warrants that he had not employed or retained any company
or person, other than a bona fide employee working solely for the
Consultant, to solicit or secure this contract and that he has not paid or
agreed to pay any company or person, other than a bona fide employee
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. For breach or
violation of this warranty, the Agency shall have the right to annul this
Agreement without liability, or in its discretion to deduct from the
Agreement price of consideration or otherwise recover the full amount of
such fee, commission, percentage, brokerage fee, sift or contingent fee.
Any and all employees of the Consultant and any sub-consultant, while
engaged in the performance of any work or services required by the
Consultant under this Agreement, shall be considered employees of the
Consultant only and not of the Agency and any industrial insurance
premiums 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 oonsequence 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,
The Consultant shall not engage, on a full or part-time basis, or other
basis, during the period of the oontraot, any professional or technical
personnel who are, or have been at' any time during the period of this
contract, in the employ of the FHWA, State or Agenoy, exoept regularly
retired employees without written oonsent of the pub1io employer of such
person.
VIII
NON-DISCRIMINATION
The CONSULTANT agrees not to discriminate a,ainst any olient, employee or
applicant for employment or for servioes beoause of raoe, oreed, oolor,
national origin, marital status, sex, a,e or handioAp exoept for a bona
fide ocoupational qualification with regard to, but not limited to the
following: employment upgradin,; demotion or transfer; reoruitment or any
recruitment advertising; layoff or terminations; rates of payor other
forms of compensation; seleotion for trainin.; rendition of aervioes. The
CONSULTANT understands and agrees that it it violates this Non-
Discrimination provision, this AGREEMENT may be terminated by the Agenoy
and further that the CONSULTANT shall be barred from performin, any
services for the Agenoy now or in the future, un1... a .howin. is made
satisfactory to the Agency that disoriminatory praotioe. have terminated
and that recurrence of such action is unlikely.
During the performanoe of this Agreement, the Consultant, for itaelf. its
assignees and successors in interest, hereinafter referred to as the
"CONSULTANT," agrees as follows:
Upper Hoh Road Improvement, OROT48, Pale e of 12
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COMPLIANCE WITH REGULATIONS: The Consultant will comply with the
regulation of the Department of Transportation relative to
nondiscrimination in federally-assisted programs of the Department of
Transportation Title 49. 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.
NONDISCRIMINATION: The Consultant. with regard to the work performed
by it during the Agreement shall not discriminate on the grounds of
race, religion, color, national origin, age, 'marital status.
handicap, or sex, except for a bonafide occupational qualification,
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 II of the Regulations.
C.
SANCTIONS FOR NON-COMPLIANCE: In the event of the Consultant's non-
compliance with the discrimination provisions of this contract, the
Agency shall impose such contract sanctions as it may determine to be
appropriate, including, but not limited to:
1. Withholding of payments to the Consultant under the Agreement
until the Consultant complies and/or.
2. Cancellation, termination or suspension of the Agreement in
whole or part.
D.
SOLICITATIONS FOR SUBCONTRACTORS, INCLUDING PROcumumNT OF MATERIALS
AND EQUIPMENT: In all solicitations, either by competitive bidding or
negotiation made by the Consultant for work to be performed under a
subcontract, including procurements of materials or equipment, each
potential subcontractor or supplier shall be notified by the
Consultant of the Consultant's obligations under this contract and
the Regulations relative to nondiscrimination on the ground of race,
religion, color, national origin, age, marital status, handicap, or
sex.
E.
INFORMATION AND REPORTS: The Consultant shall provide all
information and reports required by the Regulations, or directives
issued pursuant thereto and shall permit aocess to its books.
records, acoounts, other sources of information and its facilities as
may be determined by the Agenoy '~o be pertinent to ascertain
oompliance with such Regulations, or directives. Where any
information required by a Consultant is in the exclusive possession
of another who fails or refuses to furnish this information, the
Consultant shall so oertify to the Agenoy and shall set forth what
efforts have been made to obtain the information.
F.
INCORPORATION OF PROVISIONS I The Consultant shall inolude tho
provisions of paragraph (A) through (E) in every suboontract,
inoluding proourements of materials and leases of equipment, unless
exempt by the Regulations or direotives issued pursuant thereto. The
Consultant shall take such aotion with respeot to any subcontraot or
Upper Hob Road Improv.m.n~. OROT49. Pal. T of 12
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procurement as the Agency may direct as a means of enforcing such
provisions, including sanctions for noncompliance; PROVIDED, HOWEVER,
that, in the event a Consultant becomes involved in, or is threatened
with, litigation with a sub-consultant or supplier as a result of
such direction, the Consultant may request the Agency to enter into
such litigation to protect the interests of the Agency.
G. To comply with RCW 49.60.180 prohibiting unfair employment practices
and the Executive Orders numbered E.O. 70-01 and E.O. 66-1 of the
Governor of the State Of Washington.
IX
CHANGES IN WORK
'l'he Consultant
work of this
therein, when
compensation.
shall make all such revisions and changes in the completed
Agreement as are necessary to correct errors appearing
required to do so by the Agency, without additional
Should the Agency find i't desirable for its own purposes to
previously satisfactorily completed work or parts thereof revised,
Consultant shall make such revisions, if requested and as directed by
Agency in writing. This work shall be considered as Extra Work and
be paid for as provided in Section VI.
have
the
the
will
X
EXTRA WORK
The Agency may desire to have the Consultant perform work or render
services in connection with this project in addition to or other than work
provided for by the expressed intent of this Agreement. Such work will be
considered as Extra Work and will be specified in a written supplement to
this Agreement ,which will set forth the nature and scope thereof. Work
under a supplemental Agreement shall not proceed until authorized in
writing by the Agency.
XI
TERMINATION Oil' AGREEMENT
The right is reserved by the Agency to terminate the Agreement in whole or
in part at any time upon ten (10) days written notioe to the Consultant.
If this Agreement is terminated in its entirety by the Agency for its
convenience, a final payment shall be made to the Consultant which, when
added to any payments previously made, shall total the actual costs plus
the Rame percenta,e of the fixed fea aa the work completed at the time of
termination is to the total work required for the Project. In addition,
the Consultant shall be paid for authorized extra work completed. If the
Agreement is terminated in part, payment shall be made to the Consultant
tor the aotual costs inourred for deleted work at the time of termination
Upper Hoh Road Improvement, OROT49, Pale e of 12
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plus the same percentage of the fixed fee as the work completed at he time
of termination. Provided, however, that no percentage of the fixed fee
will be paid on uncompleted work deleted by the termination.
No payment shall be made for any work completed after ten days following
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 computed as set forth herein above, then no
final payment shall be due and the Consultant shall immediately reimburse
the Agency for any excess paid.
If the services of the Consultant are terminated by the Agency for fault
on the part of the Consultant, the above stated formula for payment shall
not apply. In such an event the amount to be paid shall be determined by
the Agency with consideration given to the actual costs incurred by the
Consultant in performing the work to the date of termination, the amount
of work originally required which was satisfactorily completed to date of
termination, whether that work is in a form or of a type which is usable
to the Agency at the time of termination, the cost to the Agency of
employing another firm to complete the work required and the time which
may be required to do so, and other factors which affect the value to the
Agency of the work performed at the time of termination. Under no
circumstances shall payment made under this subsection exceed the amount
which would have been made if the formula set forth in the previous
paragraph.
If it is determined for any reason that the Consultant was not in default
or that the Consultant's failure to perform is without it or its
employee's fault or negligence, the termination shall be deemed to be a
termination for the convenience in accordance with the provisions of this
Agreement.
In the event of the death of a member, partner or officer of the
Consultant, or any of its supervisory personnel assigned to the project,
or, dissolution of the partnership, termination of the corporation, or
disaffiliation of the principally involved employee, the surviving members
of the Consultant hereby agree to complete the work under the terms of
this Agreement, if requested to do so by the Agency. This subsection
shall not be a bar to renegotiations of this Agreement between surviving
members of the Consultant and the Agency, if the Agency so chooses.
In the event of the death of any of the parties listed in the previous
paragraph, should the surviving members of the Consultant, with the
Agency'S concurrence, desire to terminate this Agreement, payment shall be
made as set forth in seoond paragraph of this seotion.
If the Agreement is terminated prior to completion of the work, the
original copies of all reports and other data, materials furnished to the
Consultant by the Agenoy and doouments prepared by the Consultant prior to
termination shall beoome and remain the property of the Agenoy for its use
without restriction. Suoh unrestrioted use, not ooourring as a part of the
project the work was oompleted for, shall be without liability or le<<al
exposure to the Consultant.
Payment for any part of the work by the Agenoy
waiver by the Agency of the remedies of any type
shall not constitute a
it may have against the
Upper Hob Road Improvement. CR07~9. Pag. 9 of 12
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Consultant for any breach of this Agreement by the Consultant, or for
failure of the Consultant to perform work required of it by the Agency.
Forbearance of any right under the Agreement will not constitute waiver of
entitlement to exercise those rights with respect to any future act or
omission by the Consultant.
XII
DISPUTES
Any dispute concerning questions of facts in connection with work not
disposed of by agreement between the Consultant and the Agency shall be
referred for determination to the Director of Public Works or Agency
Engineer, whose decision in the matter shall be final and conclusive on
the parties to this Agreement.
In the event that either party is required to institute legal action or
proceedings to enforce any of its right in this Agreement, both parties
agree that any such action shall be brought in the Superior Court of the
State of Washington, situated in the county of the Agency,
XIII
LEGAL RELATIONS
The consultant shall comply with all Federal Government, State and local
laws and ordinances applicable to the work to be done under this
Agreement. This contract shall be interpreted and construed in accordance
with the laws of Washington,
The Consultant, its successors or assians, will protect, save, and hold
harmless the Agency and their authorized agents and employees, from all
claims, actions, costs, damages, or expenses of any nature whatsoever by
reason of the alleged negligent acts or omissions of the Consultant, its
sub-oonsultant, assigns, agents, contractors, licensees, invitees,
employees, or any other person whomsoever arising out of or in connection
with any acts or activities authorized by this Agreement. The Consultant
further agrees to defend the Agency and their authorized agents and
employees in any litigation, including payment of any oosts or attorney's
fees for claims or aotion commenced thereon by reason of the alleged
negligent acts or omissions of the Consultant, its sub-consultant,
assigns, agents, oontractors, lioensees, invitees, employees, or any other
person whomsoever arising out of or in conneotion with acts or aotivities
authorized by this Agreement. This obligation shall not include such
olaims, costs, dsmages, or expenses which may be caused by the sole
negligenoe of the Agency or their authorized agents or employees:
Provided, that if the olaims or damages are caused by or result from the
ooncurrent negligence of (a) the Agency and their agents or employees, and
(b) the Consultant, its agents, or employees, this indemnity provision
shall be valid and enforceable only to the extent of the negligence of the
Consultant, or Consultant's agents, or employees,
The Consultant shall seoure regular Publio Liability and Property Damage
Insuranoe Coverage in the amount of $100,000 for death or injury to any
one person and $300,000 for death or injury to two or more persons in any
Upper Hoh Road Improvement, CR0749, Pale 10 of 12
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one occurrence and $50,000 for Property Damage in any
any aggregate Property Damage coverage of $100,000
occurrences from an insurance company authorized to
State of Washington.
one occurrence with
for two or more
do business in the
The Consultant's relation to the Agency shall be at all times as an
independent contractor.
XIV
SUBLETTING OR ASSIGNING OF CONTRACTS
The Consultant shall not sublet or assign any of the work covered by this
Agreement without the express consent of the Agency.
XV
ENDORSEHB:NT OF PLANS
The Consultant shall place his professional engineer's seal on all plans,
specifications, estimates or any other engineering data furnished by him
in accordance with RCW 18.43.070.
XVI
CERTIFICATION
The "Certification of Consultant" and "Certification of Agency Offieial,"
attached hereto and marked Exhibit "C" and by this reference is made a
part of this Agreement.
XVII
COMPLETE AGREEHB:NT
This document and referenced attachments contains all covenants,
stipulation, and provisious agreed upon by ~he parties. No agent, or
representative of either party has authority to make, and the parties
shall not be bound by or be liable for, any statement, representation,
promise, or agreement not set forth herein. No chan,os, amendments, or
modifications of the terms hereof shall be valid unless reduoed to writing
and signed by the parties as an amendment to this agreement.
Upper Hoh Road Improv.m.D~, CRO?4;, ,... 11 of 12
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EXECUTION AND ACCEPTANCE \
This Agreement may be simultaneously exeouted in several oounterparts,
each of which shall be deemed to be an original having,identioal legal
e~fect. The Consultant does hereby ratify and adopt :al1 statements,
representations, warranties, oovenants, . and agreements oontained in the
proposal, and the supporting materials submitted, by the Consultant, and
does hereby accept the Agreement and agrees to all the terms and
conditions thereof.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of
the day and year first above written.
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Dept. of Revenue Reg. No. C. {POD OJ34 t, ~ ,b-
Federal LD. No. q/ - 011 - O;l75'
AGBNCYI ~
Board of County Commissioners:_~~~J ~
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Upper Hoh Road Improvement, CR0749. Page 1 of' 2
I)IRECT S,.LARY COSTs
.erl~nel
Principal Engineer
Construction Manager
Resident Engineer
Engineer III
Inspector Technician
Drafter III
Word Processor
Survey Technician
Survey Manager
Survey Party Chief
Survey Party Member
EXHlaIT DAD
COST Pl.US NET Fa: DETERMINATION
Man Hour.
4.0
44.0
679.0
84.0
104.0
8.0
18.0
40.0
32.0
236.0
236.0
It.atel DI p.~
30.00
26.00
18.00
18.00
12.00
13.00
11.0.0
..14.0.0
18.00
12.00
12.00
Eatimated Cost
120.00
1,144.00
12,222.00
1,512.00
1,248.0.0
104.00.
198.00
560.00
576.0.0
2,832.00
2,832.00
TOTAL '$
23.348.00
I)IRECT NON-SAIAR Y COSTs
Tr.vel .nd Per Diem
Per Diem
Air Ir.vel
, 0 . 000
=s-
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'1r1ps - -
Car.
lIIonthl
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............. J 7.o;~g.:00
.;;;~ih.ii..
lOTAL
. 9,600.00.
OUlce and Equipment
Re"t ! -8- fer IIIOIlth CiI -:ll=.-- monthll3ii-
Equipment Renta' - ~ fer month e -:2:..- mont.hl - -
lleprodLtCtlon E_pensel ......... .... ..... .....................
CommunJe.tion. ........ ..~........ ......................... .
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00 ..
EXHI8JT -.,.. &t;.GntJ
SUMMI'.k Y OF FEE FOR ENCI~ERINCi SERVICES
Direc. Sa'.r, Cost .. ........ ............~............. ... ...
Overhrad COllt (includin"
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,Sub-Total
Nrt Fee
@12%
....................................................
Direct Non-Sal.r1' Cost.
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d.
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Travel ."d per eSiem .. ... ..........;'......
ReproductiDn Rxpen5e1 . ..... ... .... ....
Computer expense .....................
Ou1r..idc- consuhan,r. ....................
Other Upcci1r) S~.Iil.~
9 600.00
440.00
4 200.00
880.
Tot.1
51<;.'4<;00
Sub-Tot.1
CiRANDTOTAL
IlREAKDOWN OF OVERHEI'.D COST
FICA .......................................................
Unelnptoyment COlnprns.DtiDn . .......... ....... ... ..... .......
Medical Aid and Indult,ial.".uraner ...........................
Compan)'lnlur.nct" and Medic.1 ...............................
Vactatio'l. HoUda)' and Sick Leave ..............................
State". 0 1'.. .............................................
.n.~.nee ...................................................
Admlnl.t'Dlion and Tirn~ Un.llla....bl" .........................
IP,inliftl,. Slationert and Suppliel ..............................
Travel Not AIS1&nable ........................................
Telep,",ohe .nd Telea,aph Not AI11lnabJe ........................
Feel, Duel, ProlellloMI Mr:etihll .............................
Utilities and Ual"teunce ..... ............ ....................
IRent .......................................................
Rent.1 E.qulpment ........... ....... .........................
Office MiK.llafleou., POlle&IP: . ............... ........ .........
Plofrlllonal Servlcea ............ ............................
TOTAL
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565.374.44
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EXHIBIT "Boo
DESCRIPTION OF PROPOSED WORK
UPPER BOB ROAD IMPROVEMENT
PROJECT NO:~
OBJECTIVE:
The objective, of the Consultant is to provide construction
engineering and administration for this project commencing with
the beginning of the bid phase and culminating with final records
and transfer of the documentation of the construction, in the
same manner, method, and procedure that the Agency utilizes in
construction engineering and administration with its own forces.
Jefferson County utilizes a policy for the administration of its
contracts that the Agency and the contractor are entering into a
partnership to construct the features shown and presented in the
contract documents in the most' cost effective and professional
manner, while maintaining public and project safety and welfare,
and producing a final project that meets the project
specifications. It is incumbent on the Consultant to provide a
strong interface with the contractor in order to promulgate thi~
policy and produce the desired results.
SCOPE:
The scope
, equipment,
accomplish
including,
of the work includes providing all services, labor,
tools, and materials necessary or incidental, to
the objective, with the major elements of the work
but not limited to the following:
1.
Prepare the "Record of Materials" based on the contract
quantities in order to insure the required materials
testing and sampling is met.
Conduct the pre-construction conference, including
preparation of notioes to all interested parties,
soheduling the conference, and providing minutes.
3. Review and monitor oontractors schedule of work.
2,
4, Review all required submittals and recommend action to
be taken by the A8ency.
5, Provide and document all required oonstruotion staking
and surveying as required by the oontraot documents and
the W.S.D.O.T. Construction Manual, inoluding
measurements for pay items.
Upper Hoh Road Improvement. CROT49, Exhibit "S". Pale 1 of 3
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Provide and document all acceptance materials testing
and sampling as required by the W.S.D.O.T. Construction
Manual.
7.
Provide and document all required inspection to insure
compliance with all contract specifications and plans,
including documentation of proof of approval of
material and supplies to be incorporated into the
project, safety items, traffic control, compliance with
E.E.O. requirements and DBE goals, wage rate
requirements, and employee interviews.
8.
9.
Prepare all progress payments for processing.
Prepare all change orders for processing and approval
by the Agency.
10.
Coordinate all construction engineering and
administration activities in a manner so as not to
delay the contractor or utilities performing work with
in the project limits.
Maintain one set of contract plans on the project site
for documenting "as constructed" locations, grades,
sizes, etc. of the various features of the project for
incorporation into the final records.
Prepare all final documents, including record drawings,
final contract payment, all required notices of
completion of public works contract, and insure that
all r.equired documentation is in order and complete.
11.
12.
'~Ilintain a "Project File" throughout the life of the
construction of the project that includes all
documentation, pay ticketB, accounts, certifications,
photographs, plans, and other documentary materials,
regardless of physical form or characteristics, and
transfer the "Project File" to the Agency at the
completion of the project.
It is essential that the Consultant keep the Agency informed at
regular intervals as to the progress of the work, and as often as
necessary in the case of problems outside the normal course of
work, in order that decisions required of the Agency can be
reached in a timely manner.
13.
All work, including all construction engineering, administration,
inspection, testing, samplina, staking, and surveying shall be
verified by a complete check by the Consultant and shall bo so
certified by the Consultant. The Consultant will be held
responsible for the accuracy of their work, even though the work
has been accepted by the Agency. Additionally, any personnel
assigned to perform the work under this Agreement, by the
Consultant, that i8 determined by the Agency to be inoompetent,
Upper Hoh Road Improvement, CRQ749, Exhibit. "B", Page 2 of 3
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careless', negligent, or non-professional shall, upon written
request of the Agency, be immediately removed and replaced.
Noncompliance with the Agency request to remove and replace
personnel at any level shall be grounds for termination of the
Agreement (Section XI, "Termination of Agreement").
The estimated costs shown in Exhibit "A" and in Seotion VI,
"Payment" of the Agreement are based on the Objective and Scope
stated herein, a 75 working day construction contract, and a
normal 8 hour working day. If the construction is delayed through
no fault of the Consultant, beyond .a reasonable time to complete
the contract in one construction season, than adjustments to the
estimated costs may be required and a supplemental agreement
negotiated.
All work done under this Desoription of Proposed work will be in
accordance with the plans, standard specifications and
amendments, special provisions, addenda, contract forms, and
other supplemental doouments as essential parts of the project
contract. The requirements of one is binding as though occurring
in all.
Uppel' Hoh Road IlIlPl'ov..ent , CR0748 , ExhlbS:t "8". P... 3 of S
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CER'1'U'ICA'1'ION
EXHIBIT "COO
Project No. QBQlii
County Jefferson
CERTIFICATION OF CONSULTANT
I hereby certify that I am ~CP"?~~ and duly
authorized representative of ~he firm of E anco En~ineers. Inc.
whose address is 5808 Lake Washin~on Boulevard N.E., Kirkland,
Washin~on. 98033, and that neither I nor the above firm I here
represen~ has:
(a)
employed or retained for a commission, percentage,
brokerage, contingent fee or other consideration, any
firm or person (other than a bona fide employee working
solely for me or the above Consultant) to solicit or
secure this contract.
(b)
or implied
to employ
person in
condition for
or retain the
connection with
(c)
agreed, as an express
ob~aining this contrac~,
services of any firm or
carrying out the contract.
paid, or agreed to pay, to any firm, organization or
person (other than a bona fide employee working solely
for me or the above oonsultant) any fee, contribution,
donation or consideration of any kind for, or in
connection wi~h procuring or carrying out the contract:
except as here expressly stated(if any):
I further certify that the firm I hereby represent is
authorized to do business in the State of Washington and that the
firm is in full compliance with the requirements of the Board of
Professional Registration, and that the firm is registered with
the Department of Revenue for the State of Washington,
I acknowledge that these certificates are to be available to
the Agency, State Department of Transportation and the Federal
Highway Administration, U.S. Department of Transportation, in
connection with this contraot involving participation of Federal-
aid funds and is subjeot to applicable State and Federal laws,
both criminal and civil. J _
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D te Signature
Uppel' Hoh Road Impl'ovement.. CR0749, Exhibit. "C".
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CERTIFICATION
EXHIBIT "COO
Project No. CR0719
County Jefferson
CERTIFICATION OF AGENCY OFFICIAL
I hereby certify that I am the Agency Official of the County
of Jefferson Washington and that the above consulting firm or his
representative has not been required, directly or indirectly as
an express or implied condition in connection 'with obtaining or
carrying out this contraot to:
(a) employ or retain, or agree to employ or retain, any
firm or person, or
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(b) Payor agree to pay to any firm, person, or
oreanization, any fee, contribution, donation or
consideration of any kind, except as here expressly
stated (if any).
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I acknowledge that this certificate is to be available to
the Federal Highway Administration, U.S. Department of
Transportation, in connection with this contraot involving
participation of Federal-aid highway funds and is subject to
applicable State and Federal [,aws, both criminal and civil.
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Jefferson County
Specifications
and'
Contract Documents
UPPER HOH ROAD
COUNTY ROAD NO 914207
PROJECT NO CR0749
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Bond No: EX739-B92
CONTRACT BOND
JEFFERSON COUNTY. WASHINGTON
KNOW ALL MEN BY THESE PRESENTS:
That 'BRUCH AND BRUCH CONSTRUCTION. INC . of;
PORT ANGEl E~ WASHTN(:;TI1N . as Pr1 nc 1 pa 1. and Anerican States Insurance Co.
, as Surety, Ire Jointly and IOverally hel'd
anel bound unto the COUNTY OF JEFFERSON. the penal su. of FOUR HUNDRED
THIRTY-FIVE THoll~ANn STX HIINOREO FOIlRTV nNJ: ANn dnl1nn____
-----------'------u________-Ool lars ($435.641.40 ). for the ply.ent of which
we jOintly and severllly bind ourselves, our heirs. executors. Idmin-
istrators. and assigns. and suc~essors and assigns. f1r.ly by these
presents.
The condition of this bond is such that WHEREAS. on the
day of . A.D., 19_. the Slid BRUCH AND BRUCH CaNST INC.
Principal herein. executed a certain contract with the County of
Jefferson. by the terms. conditions and provisions of which contract
the said RIlII"''' aNn RIlW" ,..n""T INC . Principal herein. agrees to
furnish all materials Ind dO certain work. to-wit: That the said
Principal herein will undertake Ind co.plote the following described
work: UPPER HOH-ROAD, CR0749
in Jefferson County. WaShington. between Station 18+50.00 'and
,Station 95+00,00 . as per maps. plans and specif1cltions made a part
of said contract. which contrlct as so executed, is hereunto attached,
and is now referred to and by this reference is 1ncorporlted herein
and made a part hereof as ful11 for all purposes IS if here.set forth
at len9th.
NOW, THEREFORE, if the Principll herein shall faithfully and
truly observe and comply with the terms. conditions and proviSions of
said contract in all respects and shall well and truly and fully do
and perform all matters and things by the said Principal undertaken to
be performed under said contract. upon the terms proposed therein.
and within the time prescribed therein. Ind until the same is accepted.
and shall pay all laborers. mechanics. subcontr~ctors and materialmen,
and all persons who shill supply such contractor or subcontractor with
provisions and supplies for the carrying on of such work. and shall
in all respects faithfully perform said contract according to law.
then this obliga~1on to be void. otherwise to remain in full force
ud effect,
WITNESS our hands this 9th
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1'.1SfIlNG~O'" AUorney-1 n-flct
de,y of
1 ;3.2-.
May
By:
Jennif
APPRO~ AS TO FORM thi s ..LL:J:; day
o~ ~ . 19:Q9 ..
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Addres, of loc.l office .nd agent
of lur.t,y CO_piny:
~ MN""'r~..h TnA Inc Box 1849
Be11evue ~ 9B009
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CONTRACT
JEffUSQH COUHTY. WASHINGTOH
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, _....THIS AGREEMENT. made ind entered into this J6--~ of
19~ between the COUNTY Of JEffERSON. icting through the Jef erson ounty
sfoner~ And the Director of Pw.l1c WOrks WIUI&lr.,ilnd >>1 virtue of Tttle 36. RC
ilIlIended And BRUCH AND IlRUCH CONSTRIlCTION. INC. of PART ANGFI F~ WA~HTNGTnN
noreinAfter caned ,the CGiitr&CtGr.
WITNESSETH:
Thit in cons1derition of the tenDS ind conditions contAined herein ind ittached
.nd made A part of ~i. .1I........t. the pani. hereco "Venult AnCl -e1lI'U e. fo11,*1I
I. The Contrictor igrees to furnish all ..terills and do certiin work, to-~it:
That the Slid ContrActor herein blill IllldertAU and COlIIPlete the following described
~ork: UPPER HOH ROAD. CR0749
WllIIIts-
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in Iccordance with ind IS described in ~he attached pllns and specificitions and the
Standard SpeciffcAtions of the Washington DepArtment of Trilnsportition, ~hich ire b1
this reference fncorporAted herein end made A part hereof. iIId SMn perfonD ill1 il-
teritfons in or .dditions to the IIlIlrk prov1c1cd llllder thf5 caner"t AnCl .ver1 pirt
thereof.
The Contractor shill provide ind be it the expense of ill equipment. work ind
labor of in.)' sort ~lIitsOllver that IU,)' be required for tlllt trinsfer of ...teriils end
for constructin~ ind completing the work provided for in this contict And ever.)' pare
thereof. except such is Are III6lIItione4 in the lipecific4Cfons to lie furnished b1 the
COllllt,y of Jeffel'$CNl.
11. The Count1 of Jefferson hereby prClllli5es ind igrees wi th the Contrictor to
emplo.)', Ind does amplo.)' the' ContrActor to provide the materiAls And to do And Ciuse
to be done the above described Nark iIId to complete And finish the same According to
the attached plans And specifiCAtions in4 the tenDS ind conditions herein contlined.
Ind hereb.)' contricts to Pi.)' for the same Iccording to the Attached specifications
and the schedule of unit or itemized prices hereto attached. it the time ind in the
manner and upon the conditions provided for in this contract. The County further
agree5 to emplo.)' the Contrictor to perfonD .ny AlterAtions tn or idditions to the
~ork provtded for in this contrlct thlt mil.)' be orae,red and to pi.)' for the same under
the tel'llls of this ~trolCt 4Rd the Ut6Cha~ pl&lUi &II~ 5pecificutons.
III. The Contractor for himself. And for his heirs~ executors. administrators,
succeS5ors, Ind Issign5. does hereb.)' agree to the full perfonlilncG of All the ~e-
ninU herein contained upon the Ill'rt of tho Contr&CtGr. '
IV. It is further provided that no liAbility shill attich to the County oy
reuon of entering illeo this contract. ucept u .xpre"l~ providad barein. '
IN WITNESS WHEREOF. the Contractor hiS executed this instrument on the d~ Ind
~elr first below written, ,and the Board of Count,y Commissioners hAS clused this in-
strlllllent to be e".cuted ~ &114 in the IIMIlI of Hid Count,y of 03efferson the ~ i114
~ear first ibov. 1II1'1tte8..,,,",.~, ,
Executed b~ the Contl'",cor ' ~cu .CON.r.
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ForegOing eGntr.ct Approved and
Ratified .1g
J\merican States Insuranoe-CC;--
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Il1. Bald No: ElC 739-892
AtCO~.I".f"t.
COUNTr OF JEFfEASQH
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GENERAL POWjOR OF ATTORNEV
American States Insurance Company
INDIANAPOLIS, INDIANA
KNOW ALL MEN BY THESE PRESENTS. that American Stales Insurance Company, a Corporation duly organized and existing under the laws 01 the State
of Indiana. and having its principal oHice in the City of Indianapolis. Indiana. hath made. constituted and appointed. and does by these presents make. conslilule
and appoint
W. E. Reinking
01 Bellevue and Stato 01 Washington
its true and lawful Attorney(s}-in-Fact. with full power and authority hereby conferred in its name, place and stead. to execute, acknowledge and
deliver any and all bonds. recognizances, contracts of indemnity and other conditional or obligatory undertakings. provided ~ however.
the penal sum of anyone such instrument executed hereunder shall not exceed
One Million Dollars ($1,000.000.00)
and to bind the Corporation thereby 85 fully and to the same extent as If such bonds were signed by the President. sealed with the common seal of the
Corporation and duly attested by its Secretary, hereby ratifying and confirming all thaI the said Attorney(s).i~Fact may do in the premises. This Power of
Attorney Is executed and may be revoked pursuant to and by authority granted by Section 1.07 01 the By-Laws of the American States Insurance Company,
which reads 8S follows~
"The ChaIrman of the Board, the President or any Vice-President shall have power, by and wilh the concurrence with the Secretary or any
Assistant Secretary of the Corporation. to appoint Resident Vice-Presidents, Resident Assistant Secretaries and Allomeys.in-Fact as the business
of the Corporation may require or to authorize anyone of such persons to execute, on behalf of the Corporption. any bonds. recognizances.
stipulations and undertakings, whether by way of surety or otherwise"
IN WITNESS WHEREOF, American Slates Insurance Company has caused these presenls to be signed by its Vice.President. attested by its
Assls1ant Secretary and Its corporate seal to be hereto affixed Ihis ~ day 01 Februarv
A,O, 19~, AMERICAN STATES INSURANCE COMPANY
(SEAL) d~
ATTEST: .n ~./
/' AS8lS an II ry
STATE OF INOIANA } SS
COUNTY OF MARION
On thl. 16th day 01-----1:~
By
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Second Vi~.preSldenl
. A,D.. 19J!L, be/ora me personally came
Joseph F. Heim , to mo known, who
being by mo duly sworn, acknowledged the execution or the abovo Instrumonland did depose Bnd say: thot he Is 8 Vlce.Presldent of American Slales Insurance
Company; thot ho knowo 1ho seal or sold Corporation: that the 8001 aUbced to the sold Instrument Is Buch corporate Bsal: that It wos 10 affixed by aU1horlty
of the Board 01 Olrectors of said Corporation: and that he signed his namo theroto under like authorlly. And sold
Joseph F. Hai!1L lurthor aald thot ho I. aCQuolntod with Gil b"rt Tn)'l nr ond knows him to be tho
Assistant Secrelary of oald Corporalion: and thBt he oxoculed the abovo Inslrument. ~ ...
MY COMMISSION EXPIRES ~;.....u ~.-/
DECEM'BeRmJ!:llolHO, , NOlary Public
STATE OF INDIANA }
COUNTY OF MARION SS
I, ---<l.i.l~r.t....IayJ..o.r ,tho A.slstant Socrata,y 01 AMERICAN STATES INSURANCE COMPANY, do horaby carllly that
tho abovo and forugolng Is D true and corroct copy of n pownr of Atlornoy, executod by said AMERICAN STATES INSURANCE COMPANY, which II stili
in fareD and alfoct.
This Cortlllcato m.y bo slgnod and soalod by lacslmllo undsr and by tho Duthority 01 Soctlon 8,03 01 tho 8y,Laws 01 AMERICAN STATES INSURANCE
COMPANY which reads 8S foIlOWD:
"All pollclaG and othor instrumentD of lnsuranco llouod by tho Corporation ahnll bo slgnod on bohalf of the Corporntion by the prosident CN' . vice.
president and the socrolory or Itn aSllslant Boerotary, whoso slgnoturol, If tho Instrument Is duly counlorllgned by an authorlzod ropresentallve of
Iho Corporation, mny bo lacsimlliofl. Such slgnaluros and facsimiles thoreof sholl bo authorized and binding upon tho Corporation notwlthallndlng
:~:u~Jlbl;~~:'a'o~~~~~~~~~r oholl hovo couDed to bo luch officer a1 tho lime ouch policy or other Inetrument of Insurance Sholl havQ bOon ICluolly
tn w~whoraol' I hDVO ho,ounto sot my hDnd ond alll,ad tho laDI 01 said Corporstlon, thll ~ day 01 Wly
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GENERAL- POWER OF ATTORNEY
American States Insurance Company
INDIANAPOLIS, INDIANA
KNOW ALL MEN BY THESE PRESENTS. that American Slates Insurance Company, a Corporation duly organized and existing under the
laws of the State of Indiana. and having its principal office in the City of Indianapolis. Indiana. hath made. constituted and appointed. and does by
these presents make. constitute and appoint
JEANNE HAGEL
of ToledO and 51ale of Washington
its true and lawful Altorney(s).in.Facl, with lull power and authority hereby conferred in its name. place and stead. to execute, acknowledge and
deliver any and all bonds, recognizances. contracts of indemnity and other conditional or obligatory undertakings, Provided.
I
however. that the penal sum of aYlY onp. flllch 1 nfltJ"llmP.nt Pxp.Clltf'n
herp.under sha 1 J not ex"pen Two HllnnJ"pn "'1 f'ty Thn"""nn no" ",.." ($'5n, nno. 00
and to bind the Corporation thereby 85 fully and to the same exlent as If such bonds were signEY.1 by the President, sealed with the common seal of
the Corporation and duly snesled by its secreta~. hereby ratifying and confirming all that the said AIlOrney(S/"in.FaCI may do In the premises. This
~~~~~n~eA~g~e~~~.e~~f~~~:~~ ~afut~:~o ed pursuant to and by authority grsnled by Section 7.07 0 the By.Laws of the American Slates
"The ~hairman 01 the Board. the President or any Vice.President shall have power. by and with the concurrence with the
Secretary or any Assistant Secretary of the COI'pCration. to appoInt Resident Vice-Presidents, Resident Assistant Secretaries
and Attorneys.in-Facl as the business of the Corporation rnBy require or to Bulhorize anyone of such persons to execute. on
IN w~~~~~ ~~~~~8~~~~B~~~n~r~:sr~~~~~caeng~~:~~~'~~~:~~d ~~~:~;~~~~~t:t~e:e:i~Xed~?t~ ~~~~p~~~~~n~~~;Sled by its
Assistant Secretary and Its corporate seal to be hereto affixed this
, ~th
day of
Ap,..1'
A'D'19~L L
(SEAL) ,
ATTEST' ~
# "",.llnt 5ec:r.llry
STATE OF INDIANA } SS'
COUNTY OF MARION '
:~~r~
""a"llnt VIC..p,.atdtlnt
Onlhls
12th
, A.D.. 19-83-. belore me porsonally came
day of
Anril
Alanson T. Abel ,Iomeknown, who
hAing by me duly sworn, acknowledged the e.ltt:ution of the abovelnstrumenl and did dftpose and allY; that he Is 8 Vlce.Presldenl 0' American
~~.~~~~~u[,~n;~,~g;r.ea;ri~';,"b';,"a~~oo"i's J~:~~~~ o~fa~~i~oC~;'I:~~~~e~::'J r~~1 ~~i";lg~~~h~i~e~;:;.~rr~~~I~s ~~3~,c~~r~~\~~~r~: I~~~t :~~
Alanson T, Abel IUMharslldlhathelsacqualnledwllh Thorn.." M nhp,.
As.lslenl Secrola~~f ~lXfflg'118~ aE~~~Wls execuled Ihe above Inslrumant, ~
February 14, 1984 ~ 4 0,
ftlv Co/nmItIlOtl Eaptt". " P lie
STATE OF INDIANA } SS, V.o
COUNTY OF MARION '
and knows him 10 be Ihe
~
I, Th om.. R M. nh p,. ,Iho AIslllenl Secrelery of AMERICAN STATES INSURANCE COMPANY, do horeby ceMily Ihal
Ihl above and foregoing II e Irue end corrael copy of a Power of Attornay, ax..uled byaald AMERICAN STATES INSURANCE COMPANY, Which
II 1Ii11ln lull lorce and affecl,
IN5J~~N1:"E'I~~l.\'p~;rl':~~;~:a~~da~ef~l~gw"l: facalmile under end by lha au1hortly of Section 8,03 of Ihe By,Laws of AMERIC"N ST"TES
"All pollclea and olher Inalrumenls of Inauranee II.uad by Ihe Co/porallon ahail be .Ignad on behalf ollhe Corporallon by Ihe
pruldenl or a vlce,prealdlnl and Ihe aacrllary or an ..all,anl Hcrellry, whosa slgnalures, If Iha Inslrumanl la duly
countersigned by an lulhorlzed reprelentaUve 01 tha Corporallon, may be 'acllmilal, Such Ilgnalural and 'acalmllel tharaol
ahail be IUlhorized and binding upon Ihe CorporlUon nOlwlthltendlng Iha 'acllhat any luch officer Ihall have caaaad 10 be luch
officer al tha lime luch polley or olher Instrumanl of Inluranca Ihall hava baan actually IlIuad by Ihe corporau"'!J, ,
In wltneaa wheraof,l have hereunlo..t my hand and afflxad tI1a ..al oluk! Corpo,allon,Ihll '/?m dlY 0' {):!M L
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PROPOSAL BOND
KNOW ALL MEN BY Tt-ESE PRESENTS, That . we,
Bruch & Bruch Construction Inc of
Port Anqeles. . WA
as principal, cand the
A.mp,...;,..~n ~+-::I'ht::llC' T,"~",~,=>"",,-,,o C'Q.....rLlR::.. I .' a corpor-
ation duly organlzod under the laws of the state of
Indiana, and authorized to do business In the State of
Washington, as surety. are held and firmly bound unto the
County of Jefferson In the full and penal sum of five (5) per
cent of tho total omount of the bid proposal of Bald principal
for the work hereinafter desorlbed, for the payment of which,
well and truly to b. made, w. bind our heirs, executors,
administrators and assigns. and suocessors and assigns,
firmly by the.. presents.
The condition of this bond Is such, that whereas the
prlnolpal herein Is herewith submitting his or Its s.aled
proposal for the following highway constNction, to wit:
Upper Hoh Road - Project No: CR0749
.ald bid and proposal, by reference thereto, being made a
part hereof.
I
NOW, THEREFORE, If the sold proposal bid by said
principal be accept.d, and the contract be awarded to .ald
principal, and If .ald principal shall duly make and enter Into
and .xecut. .ald contract and shall fuml'" bond as required
by Jeffel"8on County within a period of twenty <20> days
from and after .ald award, exclusive of the day of .uch
award. then thl. obligation ahall be null and void, otherwise
It .hall remain and b. In full force and effeot.
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PROPOSAL
TO: THE BOARD OF JEFFERSON COUNTY COMMISSIONERS
JEFFERSON COUNTY COURTHOUSE
1820 JEFFERSON STREET
PORT TOWNSEND, WA. 92365
THIS CERTIFIES THAT THE UNDERSIGNED HAS EXAMINED THE LOCATION OF
UPPER HOH ROAD, COUNTY ROAD NO. 914207, IN JEFFERSON COUNTY, M.P
0.33 TO M.P. 1.80, STA. 17+50 TO STA. 95+00,
AND THAT THE PLANS, SPECIFICATIONS AND CONTRACT GOVERNING THE WORK
EMBRACED IN THIS IMPROVEMENT, AND THE METHOD BY WHICH PAYMENT WILL BE
HADE FOR SAID WORK IS UNDERSTOOD. THE UNDERSIGNED HEREBY PROPOSES TO
UNDERTAKE AND COMPLETE THE WORK EMBRACED IN THIS IMPROVEMENT, OR AS MUCH
THEREOF AS CAN BE COMPLETED WITH THE MONEY AVAILABLE IN ACCORDANCE WITH
THE SAID PLANS, SPECIFICATIONS AND CONTRACT, AND THE FOLLOWING SCHEDULE
OF RATES AND PRICES:
UNIT PRICES FOR ALL ITEMS, ALL EXTENSIONS, AND TOTAL AMOUNT OF
BID SHALL BE SHOWN. ALL ENTRIES MUST BE TYPED OR ENTERED IN
INK. )
ITEM I PLAN i ITEM I PRICE PER UNIT I TOTAL AMOUNT I'
NO. QUANTITY DESCRIPTION DOLLARS .. DOLLARS
----1------------1------------------------------------------1------------1
1 I LUMP SUM 1 MOBILIZATION 1 LUMP SUM I/~' Of?) I
----l------------l---------------------------I~;-------------l------~--I
2 I 5.5 I, CLEARING AND GRUBBING " 5;3'70.00', ^"I/370.OO "
ACRES PER ACRE
----I------------I-;~;~~i;~-;~;;~~;--------I~;-------------1------------1
3 I 7650 I STRIPING 1 .03 I .l:2.q .5'0 I
----l--~:~:-:::--I-;~~~;~;-~;~i~~;i~;--------I~;~--~:~:-:::--1------------1
-:--l---~~::~~:--l-:::~~::::-::~~------------l:~~--:~:~~~~-l-~~~~::~~:-l
(NOTE:
*- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE
RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE
INTERPRETED AS CENTS.
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i ITEM I PLAN i ITEM I PRICE PER UUT i TOTAL AMOUNT I
I-~~:I--~~~~~--I-------~~~~~~~~--------_I_---~~-:--I---~~--I
I UNSUITABLE FOUNDATION I AT 1
1'5 I 2000 I EXCAVATION INCLUDING I '-/. 70 I ~'fOO. 00 ,
----'--:~:-:~:---l-~~~----------------------':~~--~:-~~:---I------------l
I BORROW EXCAVATION 'AT I
6 I 2000 I INCLUDING HAUL 1 .5". G 5' III, 300. 00 f
----l--:~:-:~:---I---------------------------I~;~--:~:-~~:---I------------I
7 1 20,000 I EMBANKMENT COMPACTION I . CO-I 1>/000.00 I
----I--:~:-:~:---I---------------------------I~;~--:~:-~~:---l------------I
S I ~7.5 I QUARRY SPALLS I 35'"'". 00 I c,/).... 5""0 I
----l----:~~-----I-;~i~-~~~~~~-~~~~~;;----l~;~--:~~-------1------------1
9 I 50 I PIPE 0.060 IN. TH. " 1(;.10 I 80S-.0-0 I
LIN. FT. lS" DIAMETER PER LIN. FT. '
----1------------1--------------------------_1_--------------1------------1
PLAIN ALUMINUM CULVERT IAT I
10 I ~9S I PIPE 0.075 IN. TH. I .:l.. 3 . 00 I lfS'S"Lf. 00 I
----I--~:~:-:::--I-;~i;~~~i;~-~~~~~;;----I~;~--~:~:-:::--1------------1
11 I ~36 I PIPE 0.105 IN. TH. I L13.00 I 58'1R:.oO I
----l,--~~~:-:::--I,-;;;~~;~~:~;~~~~;~~;------,,'~;~--~:~:-:::--II------------I,
12 334 ClASS B . 1/.00 E(.,71(. ~
, CU. YD. I INCLUDING HAUL IpER CU. YD. I ,
----l------------l-~~~~~-;~~;;~~~-;~;-------'~;-------------1------------1
13 I 52 I PIPE BEDDING 1(, .:Lo I <jj1{.2. '/0 I
I----l---:~:-:~:--l-~~~;~-;~;~--------------- ~;~--:~:-~~:---I------------I
114 I 9350 I (TRUCK MEASURE) 5.(;.~ 5",2/if),?SO I
II----I---:~:-:~:--I-~;~;~E~-;~;;~~~;~-~;----- ~;~--:~:-~~:---II------------1
15 , 4200 COURSE ~ . ).5' 3~ <;~;V. C/O I
I----I----~~----- --------------------------- :~~--~~-------,------------l
*- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE
RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE
INTERPRETED AS CENTS.
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CONTRACTOR'S DECLARATION OF OPTION FOR IfAHAGEMEHT OF
STATUTORY RETAXHBD PERCENTAGE
A. I hereby elect to have the retained percentage of this contract held
in a fund by the OWner until (30) days following final acceptance
of the work.
Date
Signed
B. I hereby elect to have the Owner deposit the retained percentage of
this contract in an interest bearing account, not subject to
withdrawal until after final acceptance of the work.
"
Date
Signed
c. I hereby elect to have the OWner invest the retained percentage of
this contract from time to time as such retained percentage accrues.-
NORTHWESTERN NATIONAL BANK Port Angeles Branch
l: hereby designate PO Box 2028 Port Anqeles , WA 98362 as
the repository for the escrow of said funds.
l: hereby further agree to be fully responsible for payment of all costs
or fees incurred as a result of placing said retained percentage in
escrow and investing it as authorized by statute. The Owner shall not
be liable in any way for any costs or fees in connQction therewith.
Date 1. May 1989 Signed ~().() ~
J~nif~r ~ Bruch, President
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NO. QUANTITY DESCRIPTION I DOLLARS lit . DOLLARS
I----------------I-~;;~;-~~;~;;;;----------,~;-------------I--J~~~I
'I 16', 4100 I, PAVEMENT CLASS B I 'fO. 00 " M~. ~"II'Il,
TON PER TON .
'----I------------l---------------------------I~;-------------1------------1
17', 310 ,I WATER I /5'- 00 I f..{,S-O.oo ,I
MGAL. PER MGAL.
----,------______1______---------------______1______--_______,____________1
I I SEEDING, FERTILIZING 'AT , I
181 4.5 I AND MULCHING I ~O5'"O.OO I o/7).'S'.0() ,1
ACRE PER ACRE
----I------------I---------------------------I~;-------------1------------1
19 1 7650 I TEMPORARY STRIPING I . 03 1 ~;). '1 . ~o I
----I--~:~:-:::--I---------------____________I:~~__~:~:_:::__1____________1
J I 'AT J ,
20 I 46,000 I SPECIAL PAINT STRIPE 1 . 10 I tfc: 00. c>o I
----I--~:~:-:::--I-~;;-~~;;---------------I~;~--~:~:-:::--1------------1
21 1 1.10 I TYPE 2 1:l..!"O . 0'0 I 3o<C. Olo I,
HUND. PER HUND.
----1------------1---------------------------1---------------1------------1
22 I LUMP SUM I PERMANENT SIGNING 1 LUMP SUM I '&' 70 . 00 I
----I------------I-~~;~~~;-;i~;;;--------I~;----------~--l------------l
23 I 200 ,I TRAFFIC CONTROL 1 ~ <;. . 50 I, 5300. c:>o "
HOUR PER HOUR
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HOUR PER HOUR ,;
I----I------------I-~-------------------------I---------______1____________1
I I I CONSTRUCTION SIGNS , I AT I I
, 25, 200 I CLASS A I ~ . 00 ~OO . ClO ,
I----I--~~:-:::---I---------------------------I~~~--~~:-:::--- ------______1
I I MAINTENANCE AND I
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RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE
INTERPRETED AS CENTS.
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I-~~:I--~~~~~--I-------~~~~~~~~---------l----~~-~--r---~~--I
I 27 I LUMP SUM 1 TRIMMING AND CLEANUP I LUMP SUM I I,.S-OO. OC I
I----l----~~:~----I---------------------------I~;-------------1------------1
I 28 I 12 I PAINTED DRAINAGE MARKING 1 . 3.00 I 3(,. 00 I
!----!----~:~----!------------------I---------!:~~--~:~--$---~!--:l------~q---'I
CONTRACT TOTAL tt 3. L J. 0
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*- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE
RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE
INTERPRETED AS CENTS.
6
BRUCH .. BRUCH CONSTRUCTION, INC.
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NON-COLLUSION AFFIDAVJ:T
* STATE OF WASHINGTON
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** COUNTY OF
CLALLAM
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I, the undersigned, an authorized representative of BRUCH 5 BRUCH
*** CONSTRUCTION. INC. being duly sworn, deposes and-
says that the person(s), firm, association, or corporation has
(have) not, either direct~y or indirectly, entered into any
agreement, participated in any collusion, or otherwise taken any
Bction in restraint of free competitive bidding in connection with
the project for which this proposal is submitted.
:1:. further Bcknowledae that bv siqnin9 the proDosa1 sianature DaDe
of the DroDosal. I am deemed to have sianed and have aarsed to the
provisions of the noncollusion affidavit.
* If notarization of proposal takes place outside of Washington state,
DELETE WASHINGTON and enter appropriate state.
** Fill in county where notarization of proposal signature takes plaoe.
***Fil~ in firm name.
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The bidder is hereby advised that by signature of this proposal he/she,
is deemed to have acknowledged all requirements and signed all
certificates contained herein.
A proposal guaranty in an amount of five percent (5') of the total bid.
based upon the approximate estimate of quantities at the above prices
and in the form as indicated below. is attached hereto:
CASH 0 XII ".l'HB AMOUNT OF
CASHIER'S CHECK 0 OOLLARS
CERTIFXED CHECK 0 ($ ) PAYABLE '1'0 'niB COUNTY TREASURER
PROPOSAL BOND 1XI III 'l'HE AMOUNT OF 5' OF 'nIE BID
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**Receipt is hereby acknowledged of addendum(s) no,(s)____.____.____.
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(ADDRESS) 228 Highway 101
Port Angeles, WA 98362
signed and sworn to (or affirmed) before me on
f 1) O..Lvt 9 Ci.-a. ~..:>-
NOT~ PUBLIC
My appointment expires (0 - dO" q ~
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Note:
(1)
(Seal Dr Stamp)
This proposal is not transferable and any alteration of
the firm's name entered hereon without prior permission
from the county Commissioners will be cause for consider-
ing the proposal irregular and subsequent rejection of the
bid.
Please refer to .ection 1-02.6 of the standard specifica-
tions. re: npreparation of Proposal.- or nArticle 4- of
the Instructions to Bidder. of build in; construction jobs.
(2)
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe. P.E., Director
Rqbert G, Nesblll, P,E" County EngIneer
April 18, 1989
ATTENTION: ALL BIDDERS AND PLAN HOLDERS
Upper Soh Road
County Road No. 914207
Project No. CR0749
ADDENDUM NO.1
You are hereby notified that the
dated June 14, 1982, on page 46
with the following:
Special Provision, SOURCE OF MATERIALS,
and 47 of the bid documents i~ r~placed
SOURCE OF MATERIALS
April 18, 1989
Hateriale
The following source of materials is made available for this improvement to
the Contractor at the cost listed:
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19,500 cubic yards, in place, at the Winfield Pit South, a
the production of Gravel Base, Crushed Surfacing Top
Aggregate for Asphalt Cement Pavement, is located in the
1/4, of Section 35, Township 27 North, Range 12 West,
Cost to Cont.raotor:
90/100 Dollars ($0.90) per each cubic yard utilized in the production
of the above materials payable to Jefferson County,
source for
Course, and
SW 1/4, SW
No souroe has been provided for any other material neoessary ~or the
construotion of this improvement,
The Contraotor shall make arrangements to obtain this other material at no
expense to the County, and all costs of aoquiring. produoing, and plaoing
o this material in the finished work shall be inoluded in the unit contraot
prioes for the variouu items involved,
All bidders are required to furnish the Count.y with evidenoe of the reoeipt
of this addendum, This addendum will be incorpcrated in and made a part of
:::e::n:~a::s::::,a:~:~ed and W::~~formallY exeout.~d,
County Engineer ruc u e,
Cons uotion Engineer
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NOTE:
The plans and speoifioations does not have this addendum inoorporat.ed in
t.hem, Aoknowledgement of receipt of each addendum is required on the BID
PROPOSAL,
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JEFFERSON COUNTY
SPECIFICATIONS AND CONTRACT DOCUMENTS
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FOR
UPPER HOH ROAD
COUNTY ROAD NO. 914207
COUNTY ROAD PROJECT NO. CR0749
NOTICE TO PLAN HOLDER:
The office to administer this contract
is the Jefferson County Department of Public Works,
P.O. Box 1220
Port Townsend, WA 98368
Telephone: (206) 385-9160
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NOTICE TO CONTRACTORS
CALL FOR BIDS
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UPPER HOH ROAD, C.R.O. 749
Notice is hereby given that the Board of County commissioners of Jefferson
County, State of washington, will receive sealed bids up until the hour of
10:30 a.m., Monday, April 24, 1989 at the office of the county
Commissioners, Courthouse, Port Townsend, washington, 98368, and will be
then and there opened and read publicly after that date and time for
construction of improvements to 1.47 miles of upper Hoh Road, County Road
No. 914207, C.R.O. 749, in Jefferson County, M.P. 0.33 to M.P. 1.80, by
grading, draining, and surfacing, and various other work as described in the
contract documents.
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Major items of worlt will be, Clearing and grubbing, grading, draining,
surfacing, culvert removal and instellation, paving with asphalt concrete
Class B, seeding, fertilizing, mUlching, pavement markings, permanent
signing. '
Bids shall be submitted in accordance with the plans end specifications on
film at the cffice of t...e Director of Public Works, Courthouse, Port
Townsend, Washington, where copies may be obtained by depositing $25.00.
The deposit will be refunded if the plans and specifications are returned
in good condition within 10 days of bid opening.
Each bid shall ~ accompanied by a surety bond, postal money order, cash,
cashiers check or certified cheek payable to the Treasurer of Jefferson
County in the Gum of 5\ of the bid amount, to be forfeited to Jefferson
County by the successful bidder if he fails to enter into a contract and
file an acceptable surety bond in the amount of 100\ of the contraot price
within t:.en (10) days of the award. The board of County commissioners
reserves the right to reject any and all bids, and to accept the bid deemed
JIIost advantageous to Jefferson County and to waive all informalities in the
bidding.
Dated this ~ day of ~~~
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BOARD OF JEFFERSON COUNTY COMMISSIONERS
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aeor; C. Brown, Cha rman
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CALL FOR BIDS . .
AMENDMENTS'l'O THE STANDARD SPECIFICATIONS
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INTRODUCTION . . . . . . . . . . . . .
AMENDMENTS TO THE STANDARD SPECIFICATIONS .
SECTION 1-02, BID PROCEDURES AND CONDITIONS
SECTION 1-04, SCOPE OF THE WORK. . . . . .
SECTION 1-05, CONTROL OF WORK . . . . . . .
SECTION 1-07, LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
SECTION 1-08, PROSECUTION AND PROGRESS . . . . . . .
SECTION 1-09, MEASUREMENT AND PAYMENT. . . . . . . .
SECTION 2-01, CLEARING, GRUBBING, AND ROADSIDE CLEANUP
SECTION 2-02, REMOVAL OF STRUCTURES AND OBSTRUCTIONS
SECTION 2-03, ROADWAY EXCAVATION AND EMBANKMENT. . .
SECTION 2-09; STRUCTURE EXCAVATION . . . . . . . . .
SECTION 3-01, PRODUCTION FROM QUARRY AND PIT SITES
SECTION 3-03, SITE RECLAMATION . . . . . . . . . . .
SECTIO~I 5-04, ASPHALT CONCRETE PAVEMENT . . . . . .- .
SECTION 7-02, CULVERTS .. . . . . . . . . . . . . . . . . .
SECTION 7-10, TRENCH EXCAVATION, FOUNDATION BEDDING, AND BACKFILL FOR WATER
MAINS ..........
SECTION 8-09, LANE MARKERS
SECTION 8-21, PERMANENT SIGNING .
SECTION 8-22, PAVEMENT MARKING . . . . . . . . . . . .
SECTION 9-03, AGGREGATES . . . . . . . . . . . . . . .
SECTION 9-05, DRAINAGE STRUCTURES, CULVERTS, AND CONDUITS .
SECTION 9-09, TIMBER AND LUMBER. . . . . . . . .
SECTION 9-21, LANE MARKERS . . . . . . . . . . .
SECTION 9-28, SIGNING MATERIALS AND FABRICATION. .
SPECIAL PROVISIOHS
SPECIAL PROVIS:IONS . . . . . . . . .
PREQUALIFICATION OF BIDDERS . . . .
DATE OF OPEN:ING BIDS .... . . . .
DESCRIPTION OF WORK . . . . . . . .
FUNDS . . . . . . . . . . . . . . . .
AMERICAN-MADE MATERIAL . . . . . . . . . . . .
O'.rHER CONTRACTS OR OTHER WORK . . . . . . . . .. . . . . . . . . .
PREVENT:ION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF PUBLIC NATURAL
RESOURCES .......... .........
STATE SALES TAX . . . . . . . . . . . .
WILDLIFE, FISHERIES AND ECOLOGY REGULATIONS . . .
LOAD LIMITS . . . . . . . . . . . . . .
WAGE RATE FORMS . . . . . . . . . . . .
SPECIAL REQUIREMENTS FOR AFFIRMATIVE ACTION
INDIAN PREFERENCE AND TRIBAL ORDINANCES
ARCHAEOLOGICAL AND HISTORICAL OBJECTS . . . . . .
UTILITIES . . . . . . . . . . . . . . . . .
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2
3
6
7
8
8
8
10
11
11
12
14
15
16
18
18
19
19
24
25
28
29
29
29
29
30
30
30
30
31
31
33
33
33
38
39
39
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42
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44
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45
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46
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48 ! ]
48
48
49
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52
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INDEX (cant. 1
TRAFFIC CONTROL . . . . . . . . . . . .
EMERGENCY TRAFFIC CONTROL . . .
PUBLIC CONVENIENCE AND SAFETY' .
CONSTRUCTION SIGNING .. . .
SPECIAL PAINTED PAVEMENT MARKINGS . . . . . . . .
PAINTED DRAINAGE MARKING . . . . . .
TEMPORARY STRIPING
SPECIALTY ITEMS . . .
PROGRESS OF WORK
PROSECUTION OF WORK . .
TIME FOR COMPLETION . . . .
DISPOSAL OF SURPLUS MATERIAL
MEASUREMENT OF ROADWAY EXCAVATION AND EMBANI<MENT.
SOURCE OF MATERIALS. . . . . . .. .
HAULING ON OTHER THAN STATE HIGHWAYS
SITE RECLAMATION .. . . . . . . . .
SCARIFICATION OF EXISTING PAVEMENT
ASPHALT CONCRETE PAVEMENT FOR APPROACHES
SURFACE SMOOTHNESS FOR ASPHALT CONCRETE PAVEMENT
FEATHERING ASPHALT CONCRETE PAVEMENT
SHOULDER FINISHING . . . .
FIRE PREVENTION . . . . . . . . .
EROSION CONTROL . . . . . . . . .
REMOVING EXISTING CULVERT PIPE ....
INSTALLING 'CULVERT PIPE
BEVELING CULVERT PIPE
QUARRY SPALLS . .
STANDARD PLANS ..... . . . .
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INTRODUCTION
2
3
4
The following Amendments and Special provisions shall. be used in
conjunction with the 1988 Standard Specifications for Road, Bridge, and
Municipal Construction adopted in January, 1988.
5
AMEHDHENTS TO THE STANDARD SPECIFICATIONS
6
7
8
9
10
The following Amendments to the Standard Specifications are made a part
of this contract and supersede any conflicting provisions of the Standard
Specifications. For informational purposes, the date fOl.lowing each
Amendment ,title indicates the implementation date of the Amendment or the
latest date of revision.
11
12
13
14
15
16
17
18
19
20
21
"
Each Amendment contains all current rev~s~ons to the applicable section
of the Standard Specifications and may include references which do not
appl.y to this particular project.
. .
Where the term "Commission" or "Washington State Transportation
Commission" appears in the Standard specifications or Special Provisions,
it shall be interpreted to mean the Board of County Commissioners of
Jefferson County.
Where the term "Department" or "Department of Transportation" appears in
the Standard Specifications or Special Provisions, it shall be interpreted
to mean the Director of Public Works of Jefferson County and such agents
as are authorized to act in his behalf.
22
23
24'
25
26
27
28
29
30
31
Where the term "Engineer" appears in the Standard Specifications or
Special Provisions, it shall be interpreted to mean the County Engineer
of Jefferson County, acting directl.Y or through his duly authorized
representatives. '
Where the term "State" appears in the Standard Specifications or Special
Provisions, it shall be interpreted to mean Jefferson County acting
through its authorized representatives.
Where the term "State Treasurer-Department of Transportation" appears in
the Standard Specifications, it shall. be interpreted to mean Jefferson
County Treasurer, acting through its authorized representatives.
32
33
SECTION 1-02, BID PROCEDURES AND CONDITIONS
January 25, 1988
1-02.13 Irregular proposals
Item (b) under NO.2' is deleted.
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35
36
37
SECTION 1-04, SCOPE OF THE WORK
September 12, 1988
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