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rA No. F-IOI( )
Project No. 310103A
RESOLUTION NO. 1 2 0 - 8 9
RESOLUTION by The Board of County Commissioners of Jefferson County,
Washington;
WHKREI~, Jefferson County is the record owner of the following described
real estate;
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WHEREAS, in the improvement of SR 101, Harlow Creek to Queets River,
Sheet 1 of 5 Sheets, by the State of Washington, Department of
Transportat~on, it is necessary and advisable for the State of Washington to
acquire title to ALL COUN'CY ROADS and EAS~IENTS, recorded and unrecorded,
rights and appurtenances .hereto, located within the limits of said highway,
said lands for a right of way for said highway; and
WHEREAS, after due consideration by the Board of County Commissioners of
Jefferson County, it appears to the said Board that it .,ill be in the best
interests of both Jefferson County and the State of Washington that Jefferson
County convey said lands to the State of Washington by Quit Claim Deed for a
consideration of Mutual Benefits,
NOW THEREFORE, be it hereby RESOLVED by the Board of County Commissioners
of Jefferson County, Washington, that Jefferson County, in accordance with RCW
47.12.040 and through its Board of County Commissioners to deliver saId deed
to the State of Washington, Department of Transportation.
PASSFD and APPR9YED by the Board of Jefferson County Commissioners this
this #4- day of 6t.'f.A~~~~"~ ,19lj
JEFFERSON COUNTY
BOARD OF COMMISSIONERS
BY:~~'L-~
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BY:?~?~
Attest
By:
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FA No. F-I01( )
Project No. 310103A
QUIT CLAD! DEKll
IN THE MATTER OF
SR 101, Harlow Creek to Queets River
KNOW ALL MEN BY THESE PRESENTS, TIlat the Grantor
JEFFERSON COUlfU, WASa:mGTON
a Municipal Corporation
for and in consideration of MUTUAL BENEFITS conveys and quit claims to the
STATE OF WASHINGTON, the following described real estate and any after
acquired interest therein, situate in Jefferson County, in the State of
Washington, to the same extent and purpose as if the rights herein granted had
been acquired under Eminent Domain statute of the State of Washington:
ALL' COUNTY ROADS and EASE}ffiNTS, recorded and unrecorded, rights and
appurtenances thereto, located within the limits of said highway as shown
on Sheet 1 of 5 Sheets.
The specific details concerning all of which are to be found within that
certain map of definite location now of record and on file in the office of
thc Secretary of Transportation at Olympia, and bearing date of approval June
24, 1927 and revised October 20, 1989.
It is understood and agreed that the delivery of this deed is hereby tendered
and that the terms and obligations hereof shall not become binding upon the
State of Washington unless and until accepted and approved hereon in writing
for the State of Washington, Department of Transportation, by its Secretary or
his duly authorized representative.
DATED this ~ day of 12et!~o/ ~-r ~
, 1989,
Accepted and Approved:
JEFFERSON COUNTY
STATE OF WASHINGTON
BY~~ _ ~~~__
Date
STATE OF WASHINGTON
Department of Transportation
By:
B}r:
By: --L0&~
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By: _i7J--7 .<t.~~~--->
Chief Right of Way Agent
Page 1 of 2 PRges
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STATE OF WASHINGTON
County of Jefferson,
I, the undernigned, a Notary Pu~ftic in und fa, the Staterof Washington, do
hereby certify that on this _~ day of ,D. o~o~ ~n. , 19af.
before me personally appeared
Jefferson County Commissioners:
George C, Brown,Chairman B.G, Brown, Member Larry W, Dennison. Member
each one to me known to be one of the duly elected, qualified and acting
County Commissioners of Jefferson County, that. executed the within and
foregoing instrument and acknowledged the said instrument to be the free and
voluntary act and deed of said Jefferson County, Washington, for the uses and
purposes therein mentioned and each on oath stated that he was authorized to
execute said instrument by resolution of the Board of County Commissioners of
Jefferson County, Washington, and the seal affixed is the official seal of
Jefferson County.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal
on the day and year last above written.
rYrYl/U cr.. d
Notary Public in and for the Stat of
Washington, 'j)~T~
Residing at
My Appointment Expires. '
Page 2 of 2 Pagos
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CR 512
Clearwater Intersection w/SR101 Co Rd No. 107508
M.P, 0.00 to 0,40
Queets River Bridge and Clearwater Road Alignment
, Permanent File Index
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Permanent Files (Iocatod at records mgmt) are:
Archival-Permanent
All microfilmed
Folder # i I
#1 Mlnilla Folder. CR 512 Clearwater Intersection w/SR101 I
1. Resolutions and Affidavits I
11/28/89 authorizing WSDOT to construct improvements on Co. Rd.
12/4/89 Resolution 115-139 revising CR512
12/13/89 Affidavit of PUblications
12/4/89 Resolution 120-89 Ouit Claim Deed to WSOOT
12/4/89 Quit Claim Deed (C:dsume orig at State)
9/28/92 Resolution 88-92 revising CR512
2. WSDOT Agreements
3/31/89 Local Agency Agreement GC-8346
2/26/90 Supplement No.1
Various Correspondence
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archival prOCiJSS of this
projllct 7/18/0 t
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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P.O, Box 2070
1322 Washington St.
Port Townsend. WA 98368
(360) 385-9160
Frank Gifford, Public Works Director
Robert G. Turpin, P.E., County Engineer
MEMORANDUM
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DATE:
June 11,2001
Frank Gifford
TO:
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FROM:
Aubrey Palmer ~~
SUBJECT:
Request for concurrence and signature for SEPA exemption request to DCD
Attached find letter 10 Al Scalf. Director DCD. regarding request for written nolice of SEPA
exemption for grouting various culvelts to rehabilitate and extend the life of identified existing
culvelts.
If you concur, please sign and return for further processing. If you have any questions please
contact me.
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Ce: Mark Lopeman
Duve Ward
Puul Wulters
Rd, File: Soulh Point Roud, Co. Rd. No, 447608. M,P, 1.2
Coyle Road. Co, Rd, No, 403908. M,P, 1.23
DCt! Mill Road. Co. Rd, No, 273408, M,P, 0,60
1I:\(lIlhHcworb\nub\MISC\OIPPORD 23 ItClllll!'st for concurrence and .lsnalul~ 10 DCD letter, doc
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P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
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JEFfERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Frank Gifford, Public Works Director
Robert G. Turpin, P.F. County Engineer
June 11,2001
Mr. Frank Gifford
Jefferson County Public Works Direclor
1322 Washinglon Street
Port Townsend, W A 98368
Re: Soulh Point Road, Co. Rd. No, 447608, M,P, 1.20
Coyle Road. Co, Rd. No. 403908, M.P. 1.23
Bee Mill Road. Co. Rd. No, 273408, M.P. 0,60
Dear Mr, Gifford:
Recently. Publie Works had applied for Hydraulic Project Approvals 10 lhe Washington
Department of Fish and Wildlife (WDFW) for culvert rehabililations at the above
referenced sites. To complete lhe applications, a wrilten notice of compliance with the
Slate Environmental Policy Acl (SEPA), including exemption or type of detennination
and date of exemption or final delenninalion dale has been requesled by the WDFW.
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South Point Road. County Rond 1144761~8. M,P, 1.20
This is a 24" corrugated steellcollcrele culvert pipe conveying an unnamed lribulur)' to
Squamisl1 Harbor, The fish passage "Priority Index" or PI value (frOlo lhe WDFW
Jefferson COllnty Barl;er Culvert Inventory and PI;orilizalion Report) is 6.96. with a
PI ru~k of 51.
Coyle Road. County Rond #403908. M.P. ],23
This is u comlgated metal 30" culvert pipe conveying a tribulllt'y of the EaSl Branch
Ensl Fork of Tllrboo Creek. The PI value is 17.68. with a ranking of 19,
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~.MIII ROlld. Cunniy ROlld #273408. M.P. 0,60
This is II melul cOlTUgated pip\~ arch, approximulely 6' rise by 7' span, conveying
Spl:ncer Creek. As Ihe culvert is backwulered during regular high tides, this culvert is
nollislcd liS a fish bmTier.
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It is my understanding that Public Works intends to replace these culverts in their entirety
in the next 5-7 years or as funding becomes available, however, it is imperalive that the
above referenced exisling culverts receive immediate :Jttention due to their extremely
deterioraled condition. The proposed scope of the repair is to simply apply grout to each
culvert bottom. At the South Point and Coyle Road sites, this work will be relatively
straightforward, The Bee Mill Road site is more complex; Public Works intends to
engage a specialty concrete contractor to conslruct a form and pump grout under
pressure, filling voids benealh lhe culvert and essentially freezing the downsU'eam failed
portion in place.
During placement of the grout. stream water will be diverted through the project area
utilizing either a smaller diameler by-pass culvert or pumping. The area will be dried out
as much as possible; any water that may come into contact with the grout prior to
completion of curing will be removed from the site, and will not be released downstream.
In short, every opportunity will be taken to ensure the grout placement is completed in an
environmentally responsible marmer.
In summary, the culvert grouling is categorically exempt from SEP A, under part nine of
lhe SEPA rules, WAC 197-11-800, number three, "Repair, remodeling, and maintenance
activities." Regarding Shorelines, exemption per section 3.402 of the Shoreline \IA\NOIt.
Management Master Program, number 6. "normal maintenance or repair of existing _
lawful structures" applies. *~
If you have any questions please conlacl either myself or my staff at exlension 450.
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AI Scalf,
Director, Jefferson County Dept. of Community Development
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Pile: South Polm Road. Co, Rd, No, 447608, M,P, 1,20
Coyle Road, Co, Rd. No. 403908. M.P, 1.23
Bee Mill Road, Co, Rd. No, 27340R. M,P, 0,60
11:\puhllcworks\auh\MISC\Glfford 24 Grout Lel1cr from St.'lllr 10 Pmnk a. . various culv mnlnt. wrlu.:n notice of environ
compliance,doc
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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P.O. Box 2070
1322 Washington 51.
Port Townsend. WA 98368
(360) 385.9160
Frank Gifford. Public Works Director
Robert G. Turpin, PE, Ccunty Engineer
June 11,2001
Mr. Al Scalf
Director, Jefferson County Departmenl of Community Development
621 Sherdian Street
Port Townsend, W A 98368
Re: Soulh Point Road, Co. Rd. No. 447608, M.P. 1.20
Coyle Road, Co. Rd. No. 403908, M.P. 1.23
Bee Mill Road. Co. Rd. No, 273408, M.P, 0.60
Dear MI'. Scalf:
Recently, Public Works applied for Hydraulic Project Approvals to lhe Washington
Depurtment of Fish and Wildlife (WDFW) for culvert rehabilitations at the above
referenced siles. To complete lhe applicutions, a written nolice of compliance wilh the
Stale EnvironmenlaJ Policy Act (SEP A), including exemplion or type of determination
and date of exemption or final determination date has been requested by lhe WDFW.
Specifics on euch site are as follows:
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South I'olnt Road. County Road #447608. M.P, 1.20
This is a 24" corrugated steel/concrete culvert pipe conveying an unnamed tributury 10
Squamish Harbor, The fish passage "Priorily Index" or PI value (from the WDFW
Jefferson Counly Ban;er Culvert Invenlory and Prioritizalion Report) is 6,96, with a
PI rank of 51,
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Co~l!lJJoad.. County Road #403908. M.P. 1.23
This is a corrugnled melnl 30" culvelt pipe conveying a lribulnry of the East Branch
East Fork of Tnrboo Creek. The.PI vulue is 17,68. wilh a mnking of 19.
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nee Mill Rond. COllnt~ Rood #273408. M.P. 0.60
This is a melal corrugated pipe arch, approximntely 6' Iise by 7' span, conveying
Spencl:r Crec:k, As lhe culvert is bnckwlllered during regulnr high tides. lhis culvert is
nOllisted liS a fish batTier,
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Although Public Works inlends 10 replace lhese culverts in their entirety in the next 5-7
years or as funding becomes available, however, il is imperative thai the above
referenced existing culverts receive immediate attention due to their extremely
deteriorated condition. The proposed scope of the repair is to simply apply grout to each
culvert bottom. At the South Point and Coyle Road sites, this work will be relatively
straightforward. The Bee Mill Road sile is more complex; Public Works inlends to
engage a specialty concrete contractor to conslruct a form and pump groUl under
pressure, tilling voids beneath lhe culvert and essentially freezing the downstream failed
portion in place.
During placement of the grout, stream water will be diverted through the project area
utilizing either a smaller diameter by-pass culvert or pumping. The area will be dried out
as much as possible; any water that may come into contact with the grout prior to
completion of curing will be removed from the site, and will nol be released downstream.
In short, every opportunity will be taken to ensure lhe grout placement is completed in an
environmentally responsible manner.
The position of Public Works is that the culvert grouting is calegorically exempt from
SEPA. under part nine of the SEPA rules, WAC 197-11-800, number three, "Repair,
remodeling, and maintenance activities." Regarding other permitting, the grouling is
exempt from Army Corps of Engineers permitting under Nalionwide (Maintenance), and
exempt from Shorelines as well per section 3.402 of the Shoreline Management ?-,1:aster
Program, number 6, "normal mainlenance or repair of existing lawful slructures,"
If you have any queslions please contact eilher Dave Ward at 765-3699 or other staff at
extension 160.
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Sincerely,
J~/~
Frank GiffO'/
Public Works Director
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File: SOlllh Point Road, Co. Rd. No, 447608. M.P, 1,20
Coyle Road, Co. Rd, No, 403908, M,P, 1,23
Be~ Mill Road. Co, Rd, No, 273408, M.P, 0.50
11:\puhllcworks"1uh\MISC\OIr(ord 23 Orout teller 10 Scalf IlCD.. vnrioul culv malnl. wriltrn notice or envimn c:ompllllncc.doc
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Director
Robert G. Turpin, P.E., County Engineer
MEMORANDUM
DATE:
August 1, 2001
TO:
Mark Lopeman
Dave Ward
FROM:
Aubrey Palmer 11#
SUBJECT:
Action Request, Forest Dri ve, culvert review, vicinity M.P. 231
Administrative staff has researched the address and phone number for the recent action request
received from Ms. Patricia Haupt regarding above referenced culvert crossing, The phone
number given by Ms, Haupt is listed in the phone book, but does not work, as you note,
Reference by Ms, Haupt of her brother living on at 362 Forest Drive, indicates parcel number
932900118. owner Mr, William Mitchell, with phone number of 360-796-3602. Could you
please check by making contact with him for a possible contact with her for disposition of the
action requesl and recommendation?
If you have any questions, please contact me.
~
AlInch: Copy Action Request, 7125/01
File: Forest Drive. Co, Rd. No, :'04309
lll'ubworlulhornclpllbllcwnrkll4ublMlSCILopemln 17.l'orell Drive, cui v, vlc, 231, ICllnn ..quell.doc
100Qb Recyclod Psper
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DEPAR'niENT OF PUBL I C WORKS
ACTI ON REQUEST
REQU;:STED BY- ~~'C-I~ J!AvPl - DATE. 7 / 2-.-S- /091
ADORESS- (97'("'B C::;Y ME1<O^' /
PHONE: NO, - 7?ID-2.'-/2-0707
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NATLI'lE OF REQUEST. 0 IN PE~ ~ PHCNE 0 BY LETrER TAKEN BY, 4~
~RTAINING TO- DOFFICE DENG/SURVEY ~FlOAD MAINT, DEQUIP, MAINT, o SOL I 0 WASTE
REQUEST FOR- cvLJe.7<'''- ~~/K
LOCAT ICH, ROAD NAME r::;;:,,1i?i?SI JYRr Ve. ROAD NUa4BER ?f>43~ M.P.
PRO.JEcr- PRO.JECT TITLE RRO.JEC'r Nt..NBER.
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0 ASSISTAHr DIR, - 0 PLANUING ENGINEER_ 0 -
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CRO 528
Point Whitney Road Improvement Co. Rd. 275908
Realign. regrade. drainage improvements and surface w/LBST
M.P. 0.00 to M.P, 1.06
Permanent File Index
Permanent Flies (located at records mgmt) ar&:
Archival-Permanent
All microfilmed
Folder #
#1 CRO 528 Point Whitney Rd. Improvement
1. Resolutions/CRAB Funding/Permits/Call for Bids/Construction Contract
6/20/83 Resolution 59.83 initiating CRP 528
7/6/83 Affidavit of Publications
3/14/88 Resolution 25.88 revising project
5/15/89 Resolution 42-89 revising project
5/5/8 r CRAB Project Agreement for Construction RAT A funds $195.000
12/26/90 RATA Request for Payment
Forest Practices Application/Notification
1/18/89 Jefferson Co. Environmental Checklist
2/1/89 Affidavit of Publication - Delermination of non-significance
3/7/89 Army Corps of Engineers Permit
3/1/89 Certificatln of Consistency w/Washington Coastal Zone
5/3/89 Affidavit of Publication - Call for Bid
Bid Records & Bid Tabs
6/12/89 Construction Contract w/Seton Construction
Seton Proposal
Addendum No.1 to All Bidders
Notice for Call for Bids
Change Orders 1, 2, 3 and 4
Release from L&I and Depl of Revenue
Closeout checklist
Resolution 129-91 Vacation Certain portions of Point Whllney
2. Original Specifications & Contract Documents
3. Dally Inspection
4, Doslgn
Photos
Design Report
Various Drawings/Maps
5. ConlltrUCtlOn Staking & Matorlal Tostlng Sorvlcos . Northwostorn Torrltorle.,
6/5/89 Contract w/Northwestern Terrllorles, Inc, I
Supploment #1 I
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6. Timber Appraisal & Acquisition Services
7/22/87 Conlract w/John P. Hendrickson - Timber Sales
3/10/88 Contract w/Ken Endorf - Acquistion Services
Intersection designs/coordinates/Bee Mill Rd
Intersection north design/stake outs
17 Minllla Folders by Right otWay/Acquisition by Last Name and Parcel Number
They contain:
Diary of Right of Way Activities
Real Eslate Excise Tax Report
Warranty Deed
Right of Way Purchase Warranl
Certificate of Appraiser
Etc.
Adams 528018
Orden 528021
Lindsay 528013
Gunstone 528008
Rogers (et al)/Schadler 528019
Gunstone Jr 528016 I
Galloway 528007
Connolly 528014
Helm 528010
Lelchtnam 528020
Hunkins (Huntor) 528002
Richardson 528012
Galloway 528000
Zal'lder 528017
Broders Inc. 5280'/5
Wille (et al) 528003
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Stale orWashingt"D
Department or Fish and Wildlife
Region 6 Office
48 Devonshire ROld
Mon~esIlDo, Washington 98563-9618
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FISH .-
WIllJIm
HYDRAULIC PRO,JEeT APPROVAL
RCW 77,55.100 - appeal pursuant to Cbapter 34.05 RCW
DATE OF ISSUE: June 19.2001
LOG NUMBER: 00-F0902-02
PERMITIEE
AUTHORIZED ~GENT OR CON--rRACTOR
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PUBLIC ~~~--"....,,-
Jefferson County Public Works
ATfENTION: David Ward
Post Office Box 238
Quilcene, Washington 98376
360 765-3699
PROJECT DESCRIPTION: Culvert Repair
PROJECT LOCATION:
Same as Legal
!! WRIA WATER BODY
17,0004 Spencor Creek
TRIBUTARY TO
Dabob Bay
1/4 SEC. SEC. TOWNSHIP RANGE ~
SW 13 26 North 02 West Jefferson
NOTE: Jefferson County has stated in their Hydraulic Project Approval Application that they intend to replace this
culvert within five years and that this is a temporary repair,
PROVISIONS
I. TIMING LIMITATIONS: The project may begin July 15,2001 and shall be compleled by Augnst 31, 2001.
2. NOTIFICATION REQUIREMENT: The permittee or conlractor shall notilY WDFW Enforcement Sergeant Ohlde
by mail at the above nddress or by FAX (360) 902-2942 at least three working days prior to the start ofconslruction
activities. Notificalion shall include the permittee's name, project location, starting date for work, and the control
number for this Hydraulic Project Approval.
), NOTIFICATION REQUIREMENT: The permittee or contractor shall notify the Area Habitat Biologist (AHB) listed
below of lhe projecl start dale. Notification shall be received by the AHB at least three working days prior to the
$tart of construclion activities. The notificalion shall include the permittee's name, project location. starting date for
work, and lhe control number for this Hydraulic Project Approval.
4. Work shall be accomplished per plans and specifications entitled, Spencer Creek Culvert Repair, datcd April 23,
2001, and submitted to the Washington Depertment ofFish and Wildlife. except as modified by lhis Hydraulic
Project Approval. These plans reneel design critel'ia per Chapter 220-11 0 WAC. These plans rellect mitigation
procedures to significantly reduce or eliminate impacts 10 fi,~h resources, A copy of these plans shall be available on
sile during eonstruclion.
5, The grouting shall be inslalled in a manner that does not obstmct existing stream flows or fish passage,
6, The culvert facility shall be maintuined by the owner(s) per RCW 77,55,060 to ensure continued, unimpeded fish
rflR~agc, If the structure becomes a hindrance to fish passage, lhe owner(s) shall be responsible for o(}lalnlng an
Hydraulic Project Approval and providing prompt repair. Financial responsibility for lTIainlennnce and repairs shall
he Ihat oflhe owner(s),
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WIIlJI11E
HYDRAULIC PROJECT APPROVAL
RCW 77,55.100 - appeal pursuant to Chapter 34.05 RCW
Slate of \Vashington
D~partment of FiJh and Wildllrr
Region 6 Office
48 Devonshire Road
Montesano, Washington 98563.9618
DATE OF ISSUE: June 19.2001
LOG NUMBER: OO-F0902-02
7, The grouting shall be installed in the dry or in isolation from the stream flow by the installation ofa bypass flume or
culvert. or by pumping the stream flow around the work area.
8, Disturbance of the streambed and banks shall be limited to that necessary to place the grouting and any required
channel modification associated with it. Affected streambed and bank areas outside the the area being grouted shall
be reslored to preproject configuration following installation of the grouting. Within one year of project completion,
the banks shall be revegetated with native or other approved woody species. Vegetative cuttings shall be planted at a
maximum interval of three feet (on center) and maintained as necessary for three years to ensure 80 percent survival.
9, Approach material shall be structurally stable and be composed of material that, if eroded into the stream, shall not be
detrimental to fish life,
10. A temporary bypass to divert flow around the work area shall be in place prior 10 initiation of work in the wetted
perimeter.
II. A sandbag revetment or similar device shall be installed at the bypass inlet 10 divert the entire flow through the
bypass.
12. A sandbag revetment or similar device shall be installed at the downstream end of the bypass to prevent backwaler
from entering the work area.
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13, The bypass shall be of sufficient size to pass all flows and debris for the duration of the project.
14. Prior to releasing the water flow to the project area, all grouting shall be sufficiently cured to avoid leaching and bank
protection or annoring shall be completed.
15. Upon completion of the project. all material used in the temporary bypnss shall be removed from the site and the site
returned to preproject or improved conditions.
16, Any device used for diverting water from a fish-bearing stream shnll be equipped with n fish guard to prevent passage
offish into the diversion device pursuanlto RCW 77.55,040 and 77.16,220, The pump intake shall be screened with
1/8-inch mesh to prevent fish from entering the system. The screened intake shall consist of a facility with enough
surfnce area to ensure that the velocity through the screen is less than 0.4 feel per second. Screen maintenance shall
be adequate to prevent injury or entrapmenl to juvenile fish and the screen shall remain in place whenever waler is
withdrawn from the stream through the pump intake,
17, Equipment used for this project may opera,te below the ordinnry high water line, provided the drive mechanisms
(wheels, tracks, tire,s, etc,) shall not enter or operate below the ordinary high water line,
18, Equipment used for this projecl shull be free of external petroleum-bosed products while working around the slream,
Accumulaliol1 of solis or debris sholl be removed from the drive meehonislns (wheels. (ires, tracks, ete,) and
undercarriage of equipment prior to its working below the ordinary high water line, Equipment shall be checked
daily for leaks and any neellssary repairs sholl be completed prior to commencing work activities along the stream,
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HYDRAULIC PROJECT APPROVAL
RCW 77,55,100 - appeal pursuaut to Chapter 34.05 RCW
State otW",sblngton
Department oC Fish and Wildlife
Region 6 Office
48 Devoniblrc Road
Moatesano, W.shlllgton 98563~9618
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Ff!11)I/1E
DATE OF ISSUE: June 19.2001
LOG NUMBER: 00-F0902-02
20. If at any time, as a result of project activities. fish are observed in distress, a fish kill occurs, or water quality
problems develop (including equipment leaks or spills), operations shall cease and the Washington Department of
Fish and Wildlife at (360) 249-4628 shall be conlscted immediately. Work shall not resume until further approval is
given by the Washington Department of Fish and Wildlife.
21. Erosion control methods shall be used 10 prevent silt-laden water from entering the stream. These may include, but
are not limited to, straw bales, filter fabric, temporary sediment ponds, check dams of pea gravel-filled burlap bags or
other material, and/or immediate mulching of exposed areas,
22. Wastewater from project activities and water removed from within the work area shall be routed to an area landward
of the ordinal".! high water line to allow removal of fine sediment and other contaminants prior to being discharged to
the srrenm.
23. All wasle material such as construclion debris, silt, excess dirt or overburden resulting from this project shall be
deposited above the limits of flood water in an approved upland disposal site.
24. If high flow conditions lhat may cause siltation are encountered during this project, work shall stop until the flow
su bsides,
25. EXlreme care shall be taken to ensure that no petroleum products, hydraulic fluid, fresh cement. sediments, sediment-
laden water, chemicals, or any olher toxic or deleterious materials are allowed to enter or leach into the stream,
26, Fresh grouting or concrete by-products shall not be allowed to enter the stream at any time during this project. All
forms used for concrete or grouting shall be completely sealed to prevent the possibility of fresh concrete or grouting
from getting into the streanl.
27. Material removed from inside the cofferdam shall be disposed ofoutsiCle the flood plain of the stream.
28. The cofferdam shall be completely scaled to prevent concrele or olher delelerious products from leaching into the
stream,
29. During the seal pour of concrete into the sheet pile enclosure, the waler level inside the enclosurc shall be held 10 at
least six inches below the waler level out~ide the enelosure,
SEPA: E;'(cmpt, no other non.exempt penn its
APPLlCATJON ACCEI'TED: June 14,2001
ENFORCEMENT Ol<'FICER: Ohlde 029 [P2]
John Lislfjeld (360) 249. J 228 , "- i1 ~
Men Habitn! Biologist (J'
for Director
WDFW
!i,f:NERAL PltQYISIONS
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FISH .-
WUFR
HYDRAULIC PROJECT APPROVAL
RCW 77.55.100 - appeal pursuant to Cbapter 34.05 RCW
State of Washington
Department of Fbh and Wildlife
Reelan 6 Office
48 Dcvoluhlre Road
Montesano, Washington 98563-9618
DATE OF ISSUE: June 19. 200 I
LOG NUMBER: 00-F0902-02
This Hydraulic Project Approval (HPA) pertains only to the provisions ofthe Fisheries Code (RCW 77.55 - formerly
RCW 75.20). Additional authorization frem other public agencies may be necessary for this project.
This HP A shall be available on the job site at all times and all its provisions followed by the permittee aud operator(s)
performing the work.
This HP A does not authorizetrespass.
The person(s) to whom this HP A 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 ofthis HPA.
Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one
hundred dollars per day or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment.
All HPAs issued pursuant to RCW 77.55.100 or 77.55.200 are subject to additional restrictions, conditions or revocation
if the Department ofFish and Wildlife determines 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 HPAs issued pursuant
to RCW 77.55.110 may be modified by the Department ofFish and Wildlife due to changed conditions after consultation
with the permittee: PROVIDED HOWEVER, that such modifications shall be subject to appeal to lhe Hydraulic Appeals
Board established in RCW 77,55,170.
APPEALS - GENERAL INFORMATION
IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT
APPROVAL, THERE ARE INFORMAL AND FORMAL APPEAL PROCESSES A V AlLABLE,
A. INFORMAL APPEALS (WAC 220-110-340) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW
77.55.100,77.55,110,77,55.140,77.55.190,77.55,200, and 77.55.290:
A person who is aggrieved or adversely affected by the following Department aclions may request an informal review
of:
(A) The denial or issuance of a HPA, or the conditions or provisions made part of a HPA; or
(B) An order imposing civil penalties,
It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss lhe concerns, Most
problems are resolved at this level, but if nolo you may elevate your concerns to his/her supervisor. A request for an
INFORMAL REVIEW shall be in WRITING to the Department of Fish and Wildlife, 600 Capitol Way North,
Olympia, Wushington9850J-1091 and shall be RECEIVED by the Department within 30-days ofthe denial or
issunnce of a HPA or receipt of an order imposing civil penalties, The 30-day time requirement may be slayed by the
Depurtment ifnegotinlions are occurring between the aggrieved purty and lhe Area Habitat Biologist nnd/or his/her
supervisor, The Hubilat Prolection Services Division Manager or his/her designee shall conduct a review and
recommend a decision 10 lhe Director or its designee, [fyou are nol satisfied with the results oflhis informaluppeal,
II formal appeal may be filcd.
Il. FORMAL APPEALS (WAC 220-110-350) or DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW
77.55, I 00 OR 77.55.140:
A person who is nggrieved or ndvers"ly affected by lhe following Departmentuctlons muy request nn formal revicw
of:
(A) The denial or issllnncc ofu HPA, or thc condilions or provisions mndc pari ofn HPA;
Page 4 of 5
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HYDRAULIC PROJECT APPROVAL
RCW 77,5:5.100 - appeal pursuant to Chapter 34,05 RCW
State o(WashingftJn
Department or Fish and Wildlife:
Rea:1on 6 Office
48 Devonshire: Road
Montcsano, Wa!hlngton 98563.9618
DATE OF ISSUE: June 19.2001
LOG NUMBER: 00-F0902-02
(B) An order imposing civil penalties; or
(C) Any other "agency action" for which an adjudicative proceeding is required under the Administrative
Procedure Act, Chapter 34.05 RCW.
A request for a FORMAL APPEAL shall be in WRITING to the Department ofFish and Wildlife, 600 Capitol Way
North, Olympia, Washington 98501-1091, shall be plainly labeled as "REQUEST FOR FORMAL APPEAL" and
shall be RECEIVED DURING OFFICE HOURS by the Department within 30-days of the Department action that is
being challenged. The time period for requesting a formal appeal is suspended during consideration of a timely
informal appeal. If there has been an informal appeal, the deadline for requesting a formal appeal shall be wilhin 30-
days of the date of the Department's \witten decision in response to the infonnal appeal.
C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.110,77.55.200,
77.55.230, or 77.55.290:
1\ person who is aggrieved or adversely affected by the denial or issuance of a HP A, or the conditions or provisions
made part ofa HPA may request a formal appeal. The request for FORMAL APPEAL shall be in WRITING to the
Hydraulic Appeals Board per WAC 259-04 at Environmental Hearings Office, 4224 Sixth Avenue SE, Building Two
- Rowe Six, Lacey, Washington 98504; telephone 360/459-6327.
D. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS RESULTS IN FORFEITURE OF ALL
APPEAL RIGHTS, IF THERE IS NO TIMELY REQUEST FOR AN APPEAL, THE DEPARTMENT ACTION
SHALL BE FINAL AND UNAPPEALABLE.-
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160 .;
Frank Gifford, Public Works Director
Robert G, Turpin, P.E., County Engineer
MEMORANDUM
DATE:
June 18,2001
TO:
Terry Duff
Aubrey Palmer /l~
FROM:
SUBJECf:
Private approach/Grading, Arabian Drive, County Road Number 261509, parcel no.
966900163
On June 13111,1 had the opponunity to visit the vicinity of parcel number 966900163 on above referenced
roadway. This site visit followed notification by Dave Ward of a private owners clearing and grading work
currently being accomplished on a parcel that may affect counly roadways. It appears that clearing and
grading, togelher with a road approach had been completed (see attached photographs), At this time an
approach has been cut on the downhill side of Arabian Drive and has left the shoulder discombobulated.
The roadways asphalt mat has been damaged by equipment accessing the propeny, together with hydraulic
or olher equipment oils dripped on the mat also, At this time no shoulder restoration, erosion control, or
revegetation of roadway area has taken place, Existing native materials have been loosely side cast
without consideration of eltisting surface drainage patterns.
Due to a recent court. decision (lhat Public Works was involved in) regarding loose uncompacted, side cast
fill materials on top of side hill springs, which occurred on the adjacenl lots, serves as a reminder to
consider soils, slope and runoff for both upslope and down slope free draining waters, At this time,
clearing and grading materials have been side cast into the same drainage basin area, The lopography in
lhis area is ste~p terrain. and adjacent fill that was built failed following heavy 1999 winter storm events,
In my opinion. it is imperative that planning, design, and construction take advantage of natural drainage
patterns for free draining water to ease down slope flows encountered upon their lands and our roadways,
If you have any questions, please feel free to conlact me,
Bob Turpin. P.E,. County Engineer
Mark Lopeman
Dave Ward
Anach: Photographs
Parcel map
Road File: Arabian Drive. Co, Rd, No, 261509
\l1~lhWOfkllhome\publlcworkslllubIMISaAl1Ibl.. Drivc memo to Terry Du<<, Ipprooch conllNellon I.d lP'.dl.g clIlIIIge,doc
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RCW 77,55.100 _ appeal pursuant to Chapter 34,05 RCW ~~::;~~~~:tl'h and Wildllre
48 Devonshire Road
Montesano, Wallhingcon 98563-9618
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AUTHORIZED AGENT OR CONTRACTOR
Not Applicable
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Jefferson County Pub'.ic Works
ATTENTION: David Ward
Post Office Box 238
Quilcene, Washington 98376
(360) 765-3699
R'E'Cff~, ,iE'ff;
PROJECT DESCRIPTION: Culvert Repair
. ~
JEH!:RSON C'y.;~HY \
PUBLIC WORKS OEP:!L
PROJECT LOCATION:
Same as Legal
!!. )VRIA WATER BODY
17,MISC Unnamed
TRIBUTARY TO
Squamish Harbor
~ ~ TOWNSHIP RANGE 9lllliIY
SW 04 27 North 01 Ens' Jefferson
NOTE: Jefferson County has stated in their Hydraulic Project Approval Application that they intend to replace this
culvert within seven years and that this is a temporary repair.
PROVISIONS
I. TIMING LIMITATIONS: The project may begin July 15,2001 and shall be completed by August 31, 2001.
2. NOTIFICATION REQUIREMENT: The permittee or contractor shall notify WDFW Enforcement Sergeant Ohlde
by mail at the above address or by FAX (360) 902-2942 at least three working days prior 10 the start of construction
activities. Notification shall include the permittee's name, project location, starting date for work, and the control
number for this Hydraulic Project Approval.
r 3. NOTIFICATION REQUIREMENT: The permittee or contractor shall notify the Area Habitat Biologist (AHB) listed
below of the project start date. Notification shall be received by the AHB at least three working days prior to the
start of construclion activities, The notification shall include the permittee's name, project location, starting date for
o work, and the control number for this Hydraulic Project Approval.
o
4. Work shall be accomplished per plnns and specifications entitled, South Point Culvert Repair, dated April 23, 2001,
and submitted to the Washington Department ofFish and Wildlife, except as modified by this Hydraulic Project
Approval. These plans relleet design eriteria per Chapter 220.110 WAC, These plans relleet mitigation procedures
to significantly reduce or eliminate impacts 10 fish resources, A eopy oflhese plans shall be available on site during
construction,
5, The grouting shall be installed in a manner lhat does not obstruct existing stream flows,
6, The grouting shall be installed in the dry or in isolation from the stream llow by the installation of a bypass llume or
culvert, or by pumping Ihe stream llow around lhe work urea,
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HYDRAULIC PROJECT APPROVAL
RCW 77,55.100 - appeal pursuant to Chapter 34,05 RCW
State orWa:hlngton
Department or Fish and Wildlife
.Reglon 6 Ornce
48 Devomlhlre Road
Monte3ano. Washineton 98563.9618
-
_rf
FISH.-
W1l1JLlFR
DATE OF ISSUE: June 19.2001
LOG NUMBER: 00-F0903-02
7. Disturbance of the streambed and banks shall be limited to that necessary to place the grouting and any required
channel modification associated with it. Affected streambed and bank areas outside the the area being grouted shall
be restored to pre project configuration following installation of the grouting. Within one year of project completion,
the banks shall be revegetated with native or other approved woody species. Vegetative cuttings shall be planted at a
maximum interval of three feet (on center) and maintained as necessary for three years to ensure 80 percent survival.
8. Approach material shall be structurally stable and be composed of material that, if eroded into the stream, shall not be
detrimental to fish life.
9. A temporary bypass to divert flow around the work area shall be in place prior to initiation of work in the welled
perimeter.
10. A sandbag revetment or similar device shall be installed at the bypass inlet to divert the entire flow through the
bypass.
11. A sandbag revetment or similar device shall be installed at the downstream end of the bypass to prevent backwater
from entering the work area.
12. The bypass shall be of sufficient size to pass all flows and debris for the duration of the prcject.
13. Priol to releasing the water flow to the project area, all grouting shall be sufficiently cured to avoid leaching and bank
protection or armoring shall be completed.
14. Upon completion of the project. all material used in the temporary bypass shall be removed from the site and the site
returned to pre project or improved conditions,
15. Equipment used for this project may operate below the ordinary high water line, pro',ided the drive mechanisms
(wheels, tracks, tires, etc,) shall not enter or operate below the ordinary high water line.
16. Equipment used for this project shall be free of external pelroleum-based products while working around the stream,
Accumulation of soils or debris shall be removed from the drive mechanisms (wheels, tires, tracks, etc,) and
undercarriage of equipment prior to its working below the ordinary high water line. Equipment shall be checked
duily for leaks and any necessary repairs shall be completed prior to commencing work activities along the stream.
17. Equipment crossings of the stream are not authorized by this HPA.
18. I f at any time, as a resull of project activities, fish are observed in distress, a fish kill occurs, or water quality
problems develop (including equipment leaks or spills), operations shall cease and the Washington Department of
Fish and Wildlife at (360) 249-4628 shall be contacted immediately. Work shall not resume until further approval is
given by the Washington Department of Fish 6nd Wildlife,
19. Erosion control methods shall be used to prevent silt-laden water from entering the stream, These may include, but
are not limited to, straw bales, filter fabric, temporary sediment ponds, check dams of pea gravel-filled burlap bags 01
other material, and/or immediate mulching of exposed arens,
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HYDRAULIC PROJECT APPROVAL
RCW 77,55.100 - appeal pursuant to Chapter 34.05 RCW
State orWashlngton
Department or Fish and Wlldlire
Region 6 Office
48 Devonshire Road
Montesano, Washington 98563-9618
DATE OF ISSUE: June 19 2001
LOG NUMBER: 00-F0903-02
20. Wastewater from project activities and water removed from within the work area shall be routed to an area landward
of the ordinary high water line to allow removal of fine sediment and other contaminants prior to being discharged to
the stream.
21. All waste material such as construction debris, silt, excess dirt or overburden resulting from this project shall be
deposited above the limits of flood water in an approved upland disposal site.
22. Ifhigh flow conditions that may cause siltation are encountered during this project. work shall stop until the flow
subsides.
23. Extreme care shall be taken to ensure that no petroleum products, hydraulic fluid, fresh cement, sediments, sediment-
laden water, chemicals. or any other toxic or deleterious materials are allowed to enter or leach into the stream.
24. Fresh grouting or concrete by-products shall not be allowed to enter the stream at any time during this project. All
forms used for concrete or grouting shall be completely sealed to prevent the possibility of fresh concrete or grouting
frQm getting into the stream.
25. Material removed from inside the cofferdam shall be disposed of outside the flood plain of the stream.
26. The cofferdam shall be completely sealed to prevent concrete or other deleterious products from leaching into the
, stream.
27, During the seal pour of concrete into the sheet pile enclosure, the water level inside the enclosure shall be held to at
least six inches below the water level outside the enclosure.
SEPA: Exempt, no other non;exempt pe.'mits
APPLICATION ACCEPTED: June 14,2001
ENFORCEMENT OFFICER: Ohlde 029 [P2]
John Listfjeld (360) 249-1228 1,,- rJ ~
Area Habitat Biologisl C1
for Director
WDFW
GENERAL PROVISIONS
This Hydraulic Project Approval (HPA) pertains only to the provisions oflhe Fisheries Code (ReW 77,55 - formerly
RCW 75.20), Additionalaulhorization from other public agencies mllY be necessary for this project,
This HPA shall be available on the job site al nil times and all lis provisions followed by the pennlttee and operator(s)
perform ing the work,
This HPA does not authorize trespass,
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HYDRAULIC PROJECT APPROVAL
RCW 77,55,100 - appeal pursuant to Chapter 34.05 RCW
Slate or Washington
Department or Fish and Wildlife
Region 6 Office
48 Devonshire Road
Monlcsano. Washington 98563-96l8
DATE OF ISSUE: June 19. 2001
LOG NUMBER: 00-F0903-02
The person(s) to whom this HPA 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 HPA.
Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one
hundred dollars per day or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment.
All HPAs issued pursuant to RCW 77.55.100 or 77.55.200 are subject to additional restrictions, conditions or revocation
if the Department of Fish and Wildlife determines 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 HPAs issued pursuant
to RCW 77.55.110 may be modified by the Department ofFish nnd 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 estnblished in RCW 77.55.170.
APPEALS - GENERAL INFORMATION
IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT
APPROV AL, THERE ARE INFORMAL AND FORMAL APPEAL PROCESSES AVAILABLE.
A. [NFORMAL APPEALS (WAC 220-110-340) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW
77.55.100.77.55.110,77.55,140,77,55.190,77.55.200, and 77.55.290:
A person who is nggrieved or adversely affected by the following Depnrtment actions mny requestnn informal review
of:
(A) The deninl or issuance of a HPA. or the conditions or provisions made part ofa HPA; or
(B) An order imposing civil penalties,
[t is recommended that an aggrieved party conlactthe Area Habitat Biologist and discuss the concerns. Most
problems are resolved ntthis level, but if not, you may elevate your concerns to his/her supervisor, A request for an
INFORMAL REVIEW shnll be in WRITING to the Department ofFish and Wildlife, 600 Capitol Way North,
Olympin. Washington 98501-1091 and shall be RECEIVED by the Department within 30-days of the denial or
issuance of a HPA or receipt of an order imposing civil penallies, The 30-day time requirement may be stayed by the
Department if negotiations are occurring between the aggrieved party and the Area Habitat Biologist and/or his/her
supervisor, The Habitat Protection Services Division Manager or his/her designee shall conduct a review and
recommend a decision to the Director or its designee, If you are not satisfied with the results of this informal appeal,
n formal appenl may be filed,
B, FORMAL APPEALS (WAC 220-110-350) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW
77.55,100 OR 77.55,140: .
A person who is nggrieved or adversely affected by the following Department actions mny requestnn formal review
of:
(A) The denial or issuance of a HPA, or the conditions or provisions made part of a HPA;
(B) An order imposing civil penalties; or
(C) Any other "agency action" for which an adjudicative proceeding is required under the Adminislrative
Procedure Act, Chapter 34,05 RCW,
A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife, 600 Capitol Way
North, Olympia. Washington 98501-1091. shall be plainly labeled as "REQUEST FOR FORMAL APPEAL" and
shall be RECEIVED DURING OFFICE HOURS by the Department within 30-days oflhe Department action that is
being challenged. The time period for requesting a formal appeal Is suspended during consideration of allmely
Page 4 of5
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HYDRAULIC PROJECT APPROVAL
RCW 77.55.100 - appeal pursuant to Cbapter 34,05 RCW
State orWashingcon
Department or FIsh aad Wildlife
Region 6 Ornee
48 DevonJhlre Road
Montesano, Washington 98563~961g
DATE OF ISSUE: June 19.2001
LOG NUMBER: 00-F0903-02
informal appeal. If there ')~s been an infonnal appeal, the deadline for requesting a formal appeal shall be within 30-
days of the date of the Department's written decision in response to the informal appeal.
C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.110, 77.55.200,
77.55.230. or 77.55.290:
A person who is aggrieved or adversely affected by the denial or issuance of a HP A, or the conditions or provisions
made part of a HPA may request a fonnal appeal. The request for FORMAL APPEAL shall be in WRITING to the
Hydraulic Appeals Board per WAC 259-04 at Environmental Hearings Office, 4224 Sixth Avenue SE, Building Two
- Rowe Six, Lacey, Washington 98504; telephone 360/459-6327.
D. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS RESULTS IN FORFEITURE OF ALL
APPEAL RIGHTS. IF THERE IS NO TIMELY REQUEST FOR AN APPEAL, THE DEPARTMENT ACTION
SHALL BE FINAL AND UNAPPEALABLE.-
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DATE OF ISSUE:
HYDRAULIC PROJECT APPROVAL
RCW 77.55,100 - appeal pursuant to Chapter 34,05 RCW
CI>'t'i..E: "R:b .
"'"it.I;) . ~. 4(o3.9i/:>g
State orWashlDgton J
Department of Fish and Wildlife
Region 6 Office
48 Devonshire Road
Montesano. Washington 98563.9618
LOG NUMBER: 00-F0904-02
June 19.2001
PERMITTEE
AUTHORIZED AGENT OR CONTRACTOR
Jefferson County Public Works
ATTENTION: David Ward
Post Office Box 238
Quilcene, Washington 98376
360 765-3699
Not Applicable
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PROJECT DESCRIPTION: Culvert Repair
I JEFFERSON COUNTY I;!
1.~~BLlC WORK3_~~!T'h
PROJECT LOCATION:
Same as Legal
Ii WRIA WATER BODY
17.0132 Unnwned
TRIBUTARY TO
Tlltboo Creek
1/4 SEC, ~ TOWNSHIP RANGE COUNTY
NE 03 27 North 01 West JelTerson
NOTE: Jefferson County has stated in their Hydraulic Project Approval Application that they intend to replace this
culvert within five years and that this is a temporary repair.
PROVISIONS
I. TIMING LIMITATIONS: The project may begin July 15,2001 and shall be completed by August 31, 2001.
2, NOTIFICATION REQUIREMENT: The pennittee or contractor shall notify WDFW Enforcement Sergeant Ohlde
by mail at the above address or by FAX (360) 902-2942 at least three working days prior to the start of construction
activities. Notification shall include the pennittee's name, project location, starting date for work, and the control
number for this Hydraulic Project Approval.
3. NOTIFICATION REQUIREMENT: The pennittee or contractor shall notify the Area Habitat Biologist (AHB) listed
below of the project start date. Notification shall be re,ceived by the AHB at least three working days prior to the
start of construction activities. The notification shall include the pcnniltee's name, project location. starting date for
work, and the control number for this Hydraulic Project Approval,
4. Wor!, shall be accomplished per plans and specifications enlit/ed, Coyle Road Culvert Repair, dated April 23, 200 I,
and submitted 10 the Washington Department ofFish and Wildlife, except as modified by this Hydraulic Project
Approval. These plans reflect design criteria per Chapter 220-11 0 WAC, These plans reflect mitigation procedures
to significantly reduce or eliminate impacts to fish resources, A copy of these plans shall be available on site during
construction.
5, The grouting shall be installed in a manner that does not obstruct existing stream flows or fish passage,
6. The culvert facility shall be maintained by the owner(s) per RCW 77,55,060 to ensure continued, unimpeded fish
passage, If the struclure becomes a hindrance to fish passage, the owner(s) shall be responsible for obtaining un
Hydraulic Project Approval and providing prompt repair. Financial responsibility for maintennnce and repairs shall
be that of the owner(s),
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HYDRAULIC PROJECT APPROVAL
RCW 77.55.100 - appeal pursuant to Chapter 34.05 RCW
State ofWashlnl:lon J
Department of Fish and Wildlife
Region 6 Office
48 Deyonshire Road
Montesano. Washington 98563-9618
DATE OF ISSUE: June 19 200 I
LOG NUMBER: OO-F0904-02
7. The grouting shall be installed in the dry or in isolation from the stream flow by the installation of a bypass flume or
culvert. or by pumping the stream flow around the work area.
8. Disturbance of the streambed and banks shall be limited to that necessary to place lhe grouting and any required'
channel modification associated with it. Affected streambed and bank areas outside the the area being grouted shall
be restored to preproject configuration following installation of the grouting. Within one year of project completion.
the banks shall be revegetated with native or other approved woody species. Vegetative cuttings shall be planted at a
maximum interval of three feet (on center) and maintained as necessary for three years to ensure 80 percent survival.
9, Approach material shall be structurally stable and be composed of material that. iferoded into the stream, shall not be
detrimental to fish life.
10. A temporary bypass to divert flow around the work area shall be in place prior to initiation of work in the wetted
perimeter.
II. A sandbag revetment or similar device shall be installed at the bypass inlet to divert the entire flow through the
bypass.
12. A sandbag revetment or similar device shall be installed at the downstream end of the bypass to prevent backwater
from entering the work area.
13. The bypass shall be of sufficient size to pass all flows and debris for the duration of the project.
14, Prior to releasing lhe water flow to the project area, all grouting shall be sufficiently cured to avoid leaching and bank
protection or annoring shall be completed,
15. Upon completion of the project, all material used in the temporary bypass shall be removed from the site and the site
returned to preprojcct or improved conditions,
16. Any device used for diverting water from a fish-bearing stream shall be equipped with a fish guard to prevent passage
of fish into the diversion device pursuant to RCW 77,55,040 and 77,16.220, The pump intake shall be screened with
1/8-inch mesh to prevent fish from entering the system, The screened intake shall consist ofa facility with enough
surface area to ensure that the velocity through lhe screen is less than 0.4 feet per second, Screen maintenance shall
be adequate to prevent injury or entrapment to juvenile fish and the screen shall remain in place whenever water is
withdrawn from the stream through the pump intake,
17. Equipment used for this project may operate below the ordinary high water line, provided the drive mechanisms
(wheels, tracks, tires, etc,) shall not enter or operate below the ordinary high water line.
18. Equipment used for this project shall bc free of ex:ternal petroleum-based products while working around the stream,
Accumulation of soils or debris shall be removed from the drive mechanisms (wheels, tires, tracks, etc,) and
undercarriage of equipment prior to its working below the ordinary high water line. Equipment shall be checked
daily for leaks and any necessary repairs shall be compleled prior to commencing work activities along the stream,
19. Equipment crossings of the stream arc not aUlhorized by this Hl>A,
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HYDRAULIC PROJECT APPROVAL
RCW 77.55,100 - appeal pursuant to Chapter 34,05 RCW
SCate oCWashington .J
Department or Fish and Wildlife
Ree10n 6 omc:c
48 Devonshire Road
Montcsano, Washington 98563~9618
DATE OF ISSUE: June 19. 2001
LOG NUMBER: 00-F0904-02
20. If at any time, as a result of project activities, fish are observed in distress, a fish kill occurs, or water quality
problems develop (including equipment leaks or spills), operations shall cease and the Washington Department of
Fish and Wildlife at (360) 249-4628 shall be contacted immediately. Work shall not resume until further approval is
given by the Washington Department ofFish and Wildlife.
21. Erosion control methods shall be used to prevent silt-laden water from entering the stream. These may include, but
are not limited to, straw bales, filter fabric, temporary sediment ponds, check dams of pea gravel-filled burlap bags or
other material, and/or immediate mulching of exposed areas.
22. Wastewater from project activities and water removed from within the work area shall be routed to an area lat.dward
of the ordinary high water line to allow removal of fine sediment and other contaminants prior to being discharged 10
the stream.
23. All waste material such as construction debris, silt, excess dirt or overburden resulting from this project shall be
deposited above the limits of flood water in an approved upland disposal site.
24. If high flow conditions that may cause siltation are encountered during this project, work shall stop until the flow
subsides.
25. Extreme care shall be taken to ensure that no petroleum products. hydraulic fluid, fresh cement, sediments, sediment-
laden water, chemicals, or any other toxic or deleterious materials are allowed to enter or leach into the stream,
26. Fresh grouting or concrcte by-products shall not be allowed to enter the stream at any time during this project. All
forms used for concrete or grouting shall be completely sealed to prevent the possibility of fresh concrete or grouting
from getting into the stream.
27, Material removed from inside the cofferdam shall be disposed of outside the flood plain of the stream.
28. The cofferdam shall be completely sealed to prevent concrete or other delcterious products from leaching into the
stream.
29. During the seal pour of concrete into thc shcet pile enclosure, lhe water level insidc the enclosure shall be held to at
least six inches below the water levr,1 outside the enclosure.
SEPA: Exempt, no other non-exempt permits
APPLICATION ACCEPTED: June 14,2001
ENFORCEMENT OFFICER: Ohlde 029 (P2]
John Lislljeld (360) 249-1228 , "- rJ ~
Area Habitnt Biologist (J
for Dlrcctor
WDFW
GENERAL PROVISIONS
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lfIIJJI1lE
HYDRAULIC PROJECT APPROVAL
RCW 77.55,100 - appeal pursuant to Chapter 34,05 RCW
Stale orWashlngron .,
Department orFlsh and Wildli(e
Region 6 Office
48 Devonshire Road
Montesano, Washington 98563.9618
DATE OF ISSUE: June 19 2001
LOG NUMBER: 00-F0904-02
This Hydraulic Project Approval (HPA) pertains only to the provisions of the Fisheries Code (RCW 77.55 - formerly
RCW 75.20). Additional authorization from other public agencies may be necessary for this project.
This HPA shall be available on the job site at all times and all its provisions followed by the pennittee and operator(s)
performing the work.
This HPA does not authorize trespass.
The person(s) to whom this HPA 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 HPA.
Failure to comply with the provisions of this Hydraulic Project Approval could result in a civil penalty of up to one
hundred dollars per day or a gross misdemeanor charge, possibly punishable by fine and/or imprisonment.
All HPAs issued pursuant to RCW 77.55,100 or 77.55.200 are subject to additional restrictions. conditions or revocation
if the Department of Fish and Wildlife determines 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 HPAs issued pursuant
to RCW 77.55.110 may be modified by the Department of Fish and Wildlife due to changed conditions after consultation
with the pennittee: PROVIDED HOWEVER. that such modifications shall be subject to appeal to the Hydraulic Appeals
Board established in RCW 77,55.170.
APPEALS - GENERAL INFORMATION
IF YOU WISH TO APPEAL A DENIAL OF OR CONDITIONS PROVIDED IN A HYDRAULIC PROJECT
APPROV AL, THERE ARE INFORMAL AND FORMAL APPEAL PROCESSES A V AILABLE,
A. INFORMAL APPEALS (WAC 220-110-340) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW
77.55,100,77.55,110.77.55.140,77,55.190,77.55,200, and 77.55,290:
A person who is aggrieved or adversely affected by the following Department actions may request an informal review
of:
(A) The denial or issuance ofa HPA, or the conditions or provisions made partofa HPA; or
(B) An order imposing civil penalties,
It is recommended that an aggrieved party contact the Area Habitat Biologist and discuss the concerns, Most
problems arc resolved althis level, but if not, you may elevate your concerns to his/her supervisor, A request for an
INFORMAL REVIEW shall be in WRITING to the Depnrtment of Fish and Wildlife, 600 Capitol Way North,
Olympia. Washington 98501-1091' and shall be RECEIVED by the Department within 30.days of the denial or
issuance ofa HPA or receipt of an order imposing civil penalties, The 30-day time requirement may be stayed by the
Department if negotiations are oc,;urring between the aggrieved party and the Area Habitat Biologist and/or his/her
supervisor, The Habitat Protection Services Division Manager or his/her designee shall conduct a review and
recommend a decision to the Director or its designee, If you are not satisfied with the results of this informal appcal,
n formal appeal may be filed,
B, FORMAL APPEALS (WAC 220-110-350) OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW
77.55, I 00 OR 77,55,140:
A pcrson who is aggrieved or adversely affected by the following Department actions may request an formnl review
of:
(A) The denial or issuance of a HPA, or the conditions or provisions made part of a HrA;
Page 4 of 5
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FISH OM
WIlJ)UFB
HYDRAULIC PROJECT APPROVAL
RCW 77,55,100 - appeal pursuant to Chapter 34.05 RCW
State oCWa3hJngton J
Department ofFish and Wildlife
Region 6 Office
48 Devonshire Road
Montesllno, Washington 98S6.le9618
DATE OF ISSUE: June 19.200\
LOG NUMBER: 00-F0904-02
(B) An order imposing civil penalties; or
(C) Any other "agency action" for which an adjudicative proceeding is required under the Administrative
Procedure Act, Chapter 34.05 RCW.
A request for a FORMAL APPEAL shall be in WRITING to the Department of Fish and Wildlife, 600 Capitol Way
North, Olympia, Washington 9850\-\091, shall be plainly labeled as "REQUEST FOR FORMAL APPEAL" and
shall be RECEIVED DURING OFFICE HOURS by the Department within 30.day,ofthe Department action that is
being challenged. The time period for requesting a formal appeal is suspended during consideration of a timely
informal appeal. Ifthere has been an informal appeal. the deadline for requesting a formal appeal shall be within 30-
days of the date of the Department's written decision in response to the informal appeal.
C. FORMAL APPEALS OF DEPARTMENT ACTIONS TAKEN PURSUANT TO RCW 77.55.110. 77.55.200,
77.55.230, or 77.55.290:
A person who is aggrieved or adversely affected by the denial or issuance of a HPA, or the conditions or provisions
made part of a HPA may request a formal appeal. The request for FORMAL APPEAL shall be in WRITING to the
Hydraulic Appeals Board per WAC 259.04 at Environmental Hearings Office, 4224 Sixth Avenue SE, Building Two
_ Rowe Six, Lacey, Washington 98504; telephone 360/459,6327.
D. FAILURE TO APPEAL WITHIN THE REQUIRED TIME PERIODS RESULTS IN FORFEITURE OF ALL
APPEAL RIGHTS. IF THERE [S NO T[MEL Y REQUEST FOR AN APPEAL, THE DEPAR.TMENT ACT[ON
SHALL BE FINAL AND UNAPPEALABLE.-
Page 5 of5
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington SI.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford. Public Works Director
Robert G, Turpin. P.I:.. County Engineer
MEMORANDUM
DATE:
June 11,2001
TO:
Frank Gifford
FROM:
Aubrey Palmer /l~
SUBJECT:
Request for concurrence and signature for SEP A exemption request to DCD
Attached find letter to Al Scalf. Director DeD, regarding request for written notice of SEPA
exemplion for grouling various culverts to rehabilitate and extend the life of identified existing
culverts,
If you concur, please sign and return for further processing. If you have any questions please
contact me,
Cc: MlIrk Lopemlln
Olive WlIrd
PlIul WlIllers
Rd. File: South Point Road. Co. Rd, No, 447608, M.P, 1,2
I Coyle Rond, Co, Rd, No. 403908, tvf,p, 1.23-
Ilee Mill Road, Co. Rd, No, 273408, M.P, 0,60
1l:\j'lublicworks\1ub\M1SC\GIFf'ORO ~3 Request ror I.'oncurn:nce and liilnlllure 10 DeD hmer.L1oc
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O, Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford. Public Works Dimetor
Robert G. Turpin. RE. County Engineer
June 11. 2001
Mr. AI Scalf
Director, Jefferson County Department of Communily Development
621 Sherdian Street
Port Townsend, W A 98368
Re: South Point Road, Co. Rd. No. 447608, M,P. 1.20
Coyle Road. Co. Rd. No. 403908. M.P. 1.23
Bee Mill Road, Co. Rd. No. 273408, M.P. 0.60
Dear Mr. Scalf:
Recently, Public Works applied for Hydraulic Project Approvals to the Washington
Department of Fish and Wildlife (WDFW) for culvert rehabililations at the above
referenced sites. To complele the applications, a written notice of compliance with the
State Environmental Policy Act (SEPA). including exemption or type of determinalion
und dute of exemplion or final delerminulion date has been requested by the WDFW.
Specifics on each sile are as follows:
South Point Road. County Road #447608, M.P" 1.20
This is u 24" corrugated steel/concrete culvert pipe conveying un unnamed tributary 10
Squamish Harbor. The fish pussage "Priority Index" or PI value (from the WDFW
Jefferson County Bunier Culvert Inventory and Prioritization Report) is 6.96, Wilh a
PI rank of 51.
C(lyle Road. Cllunty I{(lud #4039118. M.P, 1.23
This is u corruguted metal 30" culvert pipe conveying a lributury of the Easl Brunch
Eust Fork of Turboo Creek, The PI vulue is 17.68, Wilh a ranking of 19,
Bee Mill Rond. Clluntv Rond #273408. :\-1.1', 0.60
This is u metal corruguted pipe arch. upproximately 6' rise by 7' span. conveying
Spencer Creek, As the culvert is buckwutered during regular high tides, lhis culvert is
nol lisled as u fish barrier,
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Although Public Works inlends to replace these culverts in their entirety in the next 5-7
years or as funding becomes available, however, il is imperative that the above
referenced existing culverts receive immediate attention due to their extremely
deteriorated condition. The proposed scope of the repair is to simply apply groUl to each
culvert bottom, At the South Point and Coyle Road sites. lhis work will be relalively
straightforward. The Bee Mill Road sile is more compiex; Public Works inlends to
engage a specially concrele contractor to construct a form and pump grout under
pressure. filling voids beneath the culvert and essenlially freezing the downstream failed
portion in place.
During placement of the grout. stream water will be diverted through the project area
ulilizing either a smaller diameter by-pass culvert or pumping. The area will be dried out
as much as possible; any water that may come into contact with the grout prior to
completion of curing will be removed from the sileo and will not be released downstream.
In short. every opportunity will be taken 10 ensure the grout placement is completed in an
environmentally responsible manner.
The posilion of Public Works is lhatthe culvert grouting is categorically exempt from
SEPA, under part nine of the SEPA rules, WAC 197-11-800. number three. "Repair.
remodeling. and maintenance activities." Regarding other permitting, the grouting is
exempt from AmlY Corps of Engineers permilting under Nationwide (Mainlenance), and
exempt from Shorelines as well per section 3.402 of the Shoreline Management Master
Program. number 6. "normal maintenance or repair of existing lawful structures,"
If you have any questions please contact either Dave Ward at 765-3699 or other staff at
extension 160,
Sincerely.
Fran k Oi fford,
Public Works Director
,.\LP/FQG
File: Soulh Point Road, Co, Rd. No, -147608. M.P. 1.20
Coyle Road. Co, Rd, No, -103908, M,P. 1.23
Bee Mill Road. Co, Rd, No. 273-108, M.P, 0.50
H:\puhlicwnrks\'lub\MISC:\Olfronl ,n Grollt Lc:lIcr 10 SCillr DeD. vnrlnu, culv mOllnl. .....rillc:n nUli!:~ of environ compllnncc,tJoc
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend. WA 98368
(360) 385-9160
Frank Gifford. Public Works Director
Robert G, Turpin. P.E.. County Engineer
June 11.2001
Mr. Frank Gifford
Jefferson County Public Works Director
1322 Washington Streel
Port Townsend. W A 98368
Re: South Point Road. Co. Rd. No. 447608. M.P, 1.20
Coyle Road. Co. Rd. No. 403908. M.P. 1.23
Bee Mill Road. Co. Rd. No. 273408. M.P. 0.60
Dear Mr. Gifford:
Recenlly. Public Works had applied for Hydraulic Projecl Approvals to the Washington
Deparlment of Fish and Wildlife (WDFW) for culvert rehabilitations at the above
referenced sites. To complete the applications, a written notice of compliance with the
Slal'~ Environmental Policy Act (SEPA). including exemplion or type of delennination
',md dme of exemption or final delenninarion dale has been requested by the WDFW.
Speci fics on each site arc as follows:
South IJoint Road. Countv Road #447608. M,P. },20
This is a 24" corrugaled steel/concrete culvert pipe conveying an unnamed tributary 10
Squamish Harbor. The fish passage "PriorilY Index" or PI value (from the WDFW
Jefferson Counly Barrier Culvert Inventory and Prioritizalion Report) is 6.96. with a
PI rank of 51.
Covle Roml. County Roml #403908. M,P. 1.23
This is a corrugated metul 30" cui vert pipe conveying a lributary of the Eust Branch
East Fork of Tarboo Creek. The PI value is 17,68, Wilh a ranking of 19,
Ree Mill Rond. County ROIllI #273408. M.P, 0,60
This is a mew I corruguled pipe urch. upproximately 6' rise by 7' spun, conveying
Spencer Creek, As the culvel1 is backwnlered during regulur high tides. this culvert is
nOllisted us u fish burrier,
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It is my understanding lhat Public Works inlends to replace these culverts in their entirety
in the next 5-7 years or as funding becomes available. however. it is imperative that the
above referenced existing culverts receive immediale attention due to lheir extremely
deteriorated condition, The proposed scope of the repair is to simply apply grout to each
culvert bottom, At the South Poinl and Coyle Road sites, lhis work will be relatively
straightforward. The Bee Mill Road site is more complex; Public Works intends to
engage a specialty concrele contractor to construct a form and pump grout under
pressure. filling voids beneath the culvert and essentially freezing the downstream failed
portion in place,
During placemenl of the grout. slream water will be diverted lhrough the project area
ulilizing either a smaller diameter by-pass culvert or pumping, The area will be dried out
as much as possible; any water lhat may come into contact willi the grout prior 10
completion of curing will be removed from the site, and will not be released downstream,
In short. every opportunity will be taken to ensure the grout placement is completed in an
environmentally responsible manner,
In summary, the culvert grouting is categorically exempt from SEPA, under part nine of
the SEP A rules, WAC 197-11-800, number three, "Repair, remodeling, and maintenance
aclivities." Regarding Shorelines, exemption per section 3.402 of the Shoreline
Management Masler Program, number 6, "normal mainlenance or repair of existing
lawful slructures" applies,
If you have any questions please contact either myself or my staff at extension 450,
Sincerely,
AI Scalf.
Director. Jefferson Counly Dept. of Communily Developmenl
File:
South Point Rand. Co. Rd, No, ./47608. M.P, 1,20
Coyle: Rand. Co, Rd, No, ./03908. M,P, 1.23
ne:e Mill Rond, Co, Rd, No. 273./08. M.P, 0,60
ft:'pllbllcwork~\aub\Mlsc..'amord ~4 Grout Lc:llcr from Scalf to Fr:ank 0.. various ~uly millnl. wrill~n notice of llnviron
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford, Public Works Director
Robert G. Turpin, PE, County Engineer
lVlEMORANDUM
DATE:
June 11.2001
TO:
Frank Gifford
FROM:
Aubrey Palmer /i~
SUBJECT:
Request for concurrence and signature for SEP A exemption request to DCD
Attached find letter to Al Scalf, Director DCD. regarding request for written notice of SEPA
exemption for grouling various culverts to rehabilitate and extend the iife of identified existing
culverts,
If you concur, please sign and return for further processing, If you have any questions please
contact me.
Cc: Mark Lupeman
Dave Ward
Paul Walters
Rd. File:ISouth PolnlRoaid. Co,'Rd, No, 447608. M,P.1.2 ~
Coyle Ruad, Co, Rd, No, .\03908. M,P. 1.23
Dee Mill Road, Co, Rd, No, 273408. M,P, 0,60
H:'J1uhlicwnrki\:)ub\MISc\OIFFORD ~3 R~qu~sl ror l,'om:UrTcncc and !jlgnaturc 10 OeD h:l1tf,lIoc
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P,O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385-9160
Frank Gifford. Public Works Director
Robert G. Turpin. P.E.. County Engineer
June 11.2001
Mr. AI Scalf
Director. Jefferson County Department of Community Development
621 Sherdian Street
Port Townsend, W A 98368
Re: South Point Road. Co. Rd. No. 447608. M.P. 1.20
Coyle Road. Co, Rd. No. 403908. M.P. 1.23
Bee Mill Road. Co. Rd. No. 273408. M.P. 0.60
Dear Mr. Scalf:
Recenlly. Public Works applied for Hydraulic Project Approvals to the Washington
Department of Fish and Wildlife (WDFW) for culvert rehabi litations allhe above
referenced sites, To complete the applications, a wnllen nOlice of compliance with lhe
State Environmental Policy Act (SEP A). including exempli on or type of determination
and date of exemption or final determination date has been requested by the WDFW,
Specifics on each sile arc us follows:
South Point Road. COllntv Rood #447608. M,P,,1.20
This is u 24" eorrugaled sleel/concrete culvert pipe conveying on unnamed tributary to
Squamish Harbor, The fish passage "Priority Index" or PI value (from the WDFW
Jefferson Counly Barrier Culvert Inventory and Priorilization Report) is 6.96. with a
PI rank of 51.
Covle Road. COllntv Roml #403908. M,P. 1.23
This is u corrugaled metal 30" culvert pipe conveying a tribulary of the East Branch
Eust Fork of Tarboo Creek, The PI value is 17,68. Wilh u run king of 19,
nee Mill ROlul. Countv Rond 11273408. M.P, 0.60
This is a mellll corrugated pipe urch. approximalely 6' rise by 7' spun, conveying
Spencer Creek. As lhe culvert is buckwmered during regulur high lides. lhis culvert is
not listed us a fish barrier.
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Although Public Works inlends to replace these culverts in their entirety in the next 5- 7
years or as funding becomes available, however, it is imperative that the above
referenced exisling culverts receive immediate attenlion due 10 their extremely
deteriorated condition. The proposed scope of the repair is to simply apply grout to each
culvert bottom. At the South Poinl and Coyle Road siles, this work will be relatively
straighlforward. The Bee Mill Road sile is more complex; Public Works intends to
engage a specialty concrete contractor 10 construct a form and pump grout under
pressure, filling voids beneath lhe culvert and essentially freezing the downstream failed
portion in place.
During placement of the grout, stream water will be diverted lhrough lhe project area
utilizing either a smaller diameter by-pass culvert or pumping. The area will be dried out
as much as possible; any water lhat may come into contact with the grout prior to
completion of curing will be removed from the site, and will not be released downstream,
In short, every OPPOriunily will be taken to ensure the grout placement is completed in an
environmentally responsible manner.
The posilion of Public Works is that the culvert grouting is categorically exempt from
SEPA, under part nine of the SEPA rules, WAC 197-11-800. number three, "Repair,
remodeling, and maintenance activities," Regarding other permitling, lhe grouting is
exempt from Army Corps of Engineers permitting under Nationwide (Maintenance), and
exempt from Shorelines as well per seclion 3.402 of the Shoreline Management Master
Program. number 6, "normal maintenance or repair of existing lawful structures,"
If you have any questions please contact either Dave Ward at 765-3699 or other staff at
eXlension 160.
Sincerely,
Frank Gifford,
Public Works Director
ALP/FQG
File: South Point Road. Co, Rd. No, 447608. M,P. 1.10
Coyle Rand, Co, Rd, No, 403908"M.P. 1.13
Bee Mill ROlld, Co. Rd. No. 273408, M.P, 0.50
1I:\flublil:wnrks\1ub\MIS()(1I((ord ~J Grollt Lentr 10 Scalr oeD. various culy milinl. written nmh:!.! of environ compliance,doc
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend, WA 98368
(360) 385.9160
FrAnk Gifford. Public Works Director
Robert G. Turpin. RE. County Engineer
June II. 2001
Mr. Frank Gifford
Jefferson County Public Works Director
1322 Washington Street
Port Townsend. W A 98368
Re: South Point Road. Co. Rd. No. 447608. M.P. 1.20
Coyle Road. Co. Rd. No. 403908. M.P, 1.23
Bee Mill Road. Co. Rd. No. 273408. M.P. 0.60
Dear Mr. Gifford:
Recenlly. Public Works had applied for Hydraulic Project Approvals to the Washington
Department of Fish and Wildlife (WDFW) for culvert rehabililations at the above
rek ~nced siles. To complele lhe applications. a written notice of compliance wilh the
State Environmental Policy Act (SEPA). including exemption or lype of determination
and date of exemption or final determinlllion date has been requesled by the WDFW,
Specifics on each sile are as follows:
South Point Road. County Road #447608. M,P,l,20
This is a 24" corrugated sleel/concrete culvert pipe conveying an unnamed lributary to
Squamish Harbor. The fish passage "Priority Index" or PI value (from the WDFW
Jefferson County Barrier Culvert Inventory and Priorilization Report) is 6,96. with a
PI mnk of 5 I,
Covle Road. Countv Road #403908. M.P, 1.23
This is a comlgaled metal 30" culvert pipe conveying a tribulury of the Easl Branch
Easl Fork of Tarboo Creek. The PI value is 17,68. with a mnking of 19,
Bee Mill Road. Countv Road #273408. :\I.P. 0,60
This is a mewl corrugllled pipe arch. approximately 6' rise by 7' spun. conveying
Spencer Creek, As the culvert is backwatered during regular high tides, this culvert is
nOl listed as u fish burrier,
1000~ Aec'/c:od Paper
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It is my understanding that Public Works intends 10 replace these culverts in lheir enlirely
in the next 5-7 years or as funding becomes available, however, it is imperative thai the
above referenced existing culverts receive immediate allention due to their extremely
deterioraled condition. The proposed scope of the repair is to simply apply grout to each
culvert bOllom. At the South Point and Coyle Road sites, lhis work will be relatively
straightforward. The Bee Mill Road sile is more complex; Public Works intends to
engage a specialty concrete contractor to construcl a form and pump grout under
pressure, filling voids beneath the culvert and essentially freezing the downstream failed
portion in place.
During placcmenl of the grout, stream waleI' will be diverted lhrough lhe project area
utilizing either a smaller diameter by-pass culvert or pumping. The area will be dried oul
as much as possible; any water that may come inlo contact with the grout prior 10
completion of curing will be removed from the site, and will not be released downstream.
In short, every opportunity will be taken to ensure the grout placement is completed in an
environmentally responsible manner.
[n summary, lhe culvert grouling is categorically exempt from SEPA. under part nine of
the SEPA rules. WAC 197-[ 1-800, number three, "Repair. remodeling, and maintenance
activities." Regarding Shorelines, exemption per section 3.402 of the Shoreline
Management Master Program. number 6. "normal maintenance or repair of existing
lawful struclures" applies.
[I' you have any questions please conlaCl either myself or my staff at eXlension 450,
Sincerely,
AI Scalf,
Direclor, Jefferson Counly Depl. of Communily Development
rile:
Smull I'tlinll~tlllLl, Cn. R". Nn, "4760R. M,I'. I.~O
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II :'111I11hcwurk\\;lllh\M1SC\fhfrOhl ~.a ClrOlll l.clll" hllrt' Sl',l!r lil flran~ (), . "MUlIl' culv '"dint. wrlllen nUlic" ur environ
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Oak Bay Road-Flagler Road Intersection
Co. Rd. # 569908
Permanent File Index
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Permanent Files (located in box behind Jackie) are:
Archival-Permanent
All microfilmed
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Folder # I
#1 Resolutions/Funding/Design
1. Resolutions/Publications
8/3/87 Resolution No. 64-87 Initiating Projecl
4/11/88 Resolution No. 40-99 revising project
11/28/88 Resolulion No. 111-88 revising project
5/22/89 Resolulion No. 46-89 revising projecl
11/6/89 Resolution No. 98-89 revising projecl
Affidavit of Publications
2. Funding
12/15/87 WSDOT City/Counly Agreement # LA 0690
-. 4/22/88 WSDOT Cily/Counly Supp #1
12/29/88 WSDOT Cily/County Supp #2
6/29/89 WSDOT Cily/Counly Supp #3
12/22/89 WSDOT Cily/Counly Supp #4
11/6/90 WSDOT Cily/County Supp #5
Final Checklists
3, Design
9/23/87 WSDOT Review of preliminary design
11/87 Design Worksheet
3/30/88 Environmental Checklisl
4/4/88 Delermination of Non-Significance
10/2/89 Puget Power Dlslrlbutlon relocation meps 1 & 2
4, Design (cant)
Field Book
Design Data
Maps
5, Design (cont)
Maps
#2 Construction
1. Construction Staking & Material Testing Contract - Pac-Tech
Consultant Agreement - Pac Tech
2. Contract, Lakeside
8/2/89 Record of Bid Documents
Bid Tab
8/16/89 Award of Bid to Lakeside Industries
817/89 Bid Proposal
Change order 1.4
Statement of Intent to Pav Prevailing Wages
Affidavit of Wages Paid
9/9/89 Pro-construction mooting mlnutos/slgn In sheot
Subcontractors certification ror rodoral aid Drolocts
Reauosls to sublet work
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an this project w/B, Laurie
and Aub . approved 9/4/01
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12/5/90 Dept of Revenue Release
Contract closure record
Certification of materials
10/22/90 Final Contract Voucher Certification
4/22/9'1 Affidavit of amts paid DBE/MBE/VIJBE
8/17/90 Notice of Substantial Completion
3. Subcontractors
Olympic Electric Company
Fuji Industries Inc.
Apply-A-Line
4, Inspector's Daily ReportJWeekly Statement of Working Days
5. Personal Services Contract w/Richards & Associates for Appraisal
6.Consultant Agreement for Acquisition Services - Kenneth Endorf
#3 Minilla Folder-CRO 738 Oak Bay Rd.-Flagler Rd, Intersection
Right of Way Information/Master Property Owner LisWarious research maps
I
#4 Mlnilla Folder-CRO 738 Oak Bay Rd.-Flagler Rd, Intersection
IPhotographs (not microfilmed)
I Specifications & Contract Documents
I
Right of Way Mlnl/la Folders
Bender
Bonmoor
Broders
Hansen
Johnson
McMillen
Pickens
Reid
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en this project w/B, Laurie
and Aub - epproved 9/4/01
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CRO 738
Oak Bay Road-Flagler Road Intersection
Co, Rd. # 569908
Working File Index
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Office retention 2yrs (sent to records mgmt 9/4/01)
Archival retention add'l 4 yrs (then records mgmt request to distroy)
NOT MICROFilMED
Folder # and Name of Folder
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#1 CRO 738 Oak Bay '1d-Flagler Rd Intersection
1. Design
Traffic Counts
WSP Police Traffic Colision Reports
Worksheet for Intersection Analysis
2. L & I Requirements-Prime Contractor
Lakeside Industrie Certified Payrolls
3. L&I Requirements-Subcontractors
Olympic Electric Certified Payrolls
Fuji Induslries Certified Payrolls
Apply-A-Line Certified Payrolls
4. Caples
Bid Tab
Contract Progress Schedule
Some Billing and Contracl Corres w/Endorf & Richards & Associates
5. Blank
6. Fundlng-WSDOT
Draft Cily/Counly Agreements & Supplemenlal's
Draft Project Budget Worksheets
Requests for Payments
#2 CRO 738 Oak Bay Rd, - Flagler Rd, Intersection
1. Pay Estimates for Lakeside Industries
2. Blank
3. WSDOT Record of Materall . Notice of Availability
4. Consultant -Pac Tech Involce/Pymts
5, Various Correspondence
WSDOT Funding - correspondence
Richards & Associates Corres
Righi of Way Acquisition ServicesSelecllon Correspondence
Etc,
Selection process for Conslruction Staking & Mati Testing
Lakeside correspondence
6. Draft legal Descriptions of RoW flies (orlgs In RoW fllos)
#3 Mlnllla Folder.CRO 738-0ak Bay Rd,.Flaglor Rd. Intersoctlon .EARTHWORK
Mlnllla Expandablo-ORO 738-Quantltlos/Matorlal Records
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DEPAR'nENT OF PUBL I C WORKS
FILE 50300'3
.~ ACTI Qt4 ~QUEST DATE., ?, ) J ~ /( ') }
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9,?)/< 5 ALT. PH. NO, .7:J..(-) -L; tj' 7 ()
NATLH;; OF FlEQl.E;ST. 0 IN PERSa\I BY PHONE 0 BY LErrER T~'" BY, m I ( h(7 J I C
PERTAINII'fG TO- DOFFICE DENG/SlJRVEY DROAD MAINT. o EQUIP. MAINT. DsoLID WASTE
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ADDRESS- /7 u,.)H,~ "'Ror"JL / A-AJE. . '>-}P~ PHONE NO.-
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NATl.WlE OF REQUEST - 0 IN PERSa< 1!8i BY PHCNE 0 BY LETTER TAKEN BY - /'J;;.d)
PERTAIHING"ro- ft?1.0FFICE DENG/SURVEY~ROAD MAINT. o EOUIP. MAINT. DsoL~~:::ST1''''''''''''
REQUEST,FCR- /.;~A~ ~klAJt4- ...""r ~~ -;e-r:>~ -^"fA-r-
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LOCATIOII- ROAD NA>oE PARAU$E154-Y '"Rb ROAD N......ER .50~t?,~M,P. M..p. ~~ M.P.1
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PROJECT- PRO.JECT TITLE
RROJEcT Nu..EJER.
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ATTACH NAP CR SKETOi
REFER TO. -~ J:>vl='"~/ A1f~ /r-=-M~ RESPOND BY,
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CCNTACTED HEQt.ESTER 0 IN PERSON ~ DY PHONE 0 BY LETTER CONTACTED
REClOMCNDAT ION.
PREPARE EST I NAn FCR'
RDlITE TO. INIT IAL
o DIREcrCR 0 CClNSTRUCTIOII ENG. _ 0 AC~TANT
o ASSISTANT DIR, 0 PLANNING ENGINEER _ 0
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August 22, 2001
Edwin Perkins
17 White Rock Ln.
Port Ludlow, WA 98365
Re: Sewer Line
Dear Mr. Perkins:
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington SI.
Port Townsend, WA 98368
(360) 385-9160
Frank Giffnrd, Public Works Director
Robert G. Turpin, At:., County Engineer
The Public Works Department has been concerned about the water on the shoulder where you
have a sewer line crossing since you contacted us about it approximately one y~ar ago. At that
time, Owest instalied a fiber optic line along Paradise Bay Rd. and has since been back to
excavate the line and have determined that they did nol damage It although water has continued
to accumulate. Consequently, the Health Department decided to do a dye test to determine if lhe
source was In fact from the septic system and discovered that lhere Is a leak somewhere within
your septic system.
~
We understand you may not yet know what repairs are needed, bul should you be doing any
work within the right of way, a separate permit will be necessary. I have enclosed an application
for your convenience. Please contact me wllh any questions or concerns you may have
regarding working within the right of way. Please keep in mind that the County does not aliow
any open cuts of the roadways, The maintenance crew has recently chip sealed Paradise Bay
Rd. You can contact me directly al 385-9159.
Sincerely,
1:::;;- iJ(j)
Permll Technician
encl.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington SI.
Port Townsend, WA 98368
(360) 385-9 i 60
Juiy 24, 2001
Frank Gifford, Public Works Director
Robert G. Turpin, P.E., County Engineer
Judy Gatrix
QWEST
611 6th St Basement
Bremerton, WA 98337
Re: Fiber Optic Installation - Paradise Bay Road
Dear Judy,
Approximately one year ago I contacted you with regard to water perking out of the road mat in
the vicinity of milepost 3.00 and 4.00 on Paradise Bay Road, There is a sewer line crossing at
this location and the property owner was concerned that it had been hit during your installation.
The contractor working for QWEST did an inspection at lhe site and determined that the
placement of the phone cable did not do any damage to lhe septic line. The water did not appear
prior 10 your installation but, in lhe meantime, water has still been perking out of the road mal. II
is our conclusion that the installation of the fiber optic line may have created a path of least
resistance for sub-surface water to flow, thereby bringing water to the road mal. The water will
not only cause damage to the road but may create problems for lhe fiber optic line installed in
2000.
We would appreciale your review of this situation as soon as possible since this area is
scheduled to be chip sealed early next monlh, Please contact me with any questions or
concerns.
Sincerely,
~~ iJtb
Permit Technician
cc: Aubrey Palmer, Jefferson Counly Public Works, Operations Manager
Robert G. Turpin, Jefferson Counly Public Works, County Engineer
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I MINIMUM COVER ALLOWEO OVER SERVICE LINES AT ROAD CROSSINGS SHALL BE NO LESS I'.
'" THAN 40" BELOW THE LEVEL OF THE DlTCH.OMINIMUM COVER ALLOWED OVER UTILITY ~
,. ,.: LINES PLACED PARALLEL TO THE ROAOWAY SHALL BE NO LESS THAN 30" BELOW THE LEVEL ~;
OF THE OITCH.OTHE UTlLIlY TRENCH SHALL BE BACKFILLED ANO MECHANICALLY I
",,) COMPACTEO.OTHE APPLICANT SHALL BE RESPONSIBLE FOR ANY ANO ALL OAMAGE TO THE t,
un COUNTY ROADWAY AND RIGHTS.OF'WAY, INCLUDING THE INTEGRITY OF ALL SURVEY ~
Ie MONUMENTS OR BOUNOARY MARKERS. IF THE APPLICANT DECIDES TO PUSH UNDER THE ~
---- ~ COUNTY ROAD AND THE SURFACE IS DAMAGEO IN ANY WAY AS A RESULT, THE APPLICANT ~.
r.l SHALL REPAIR THE DAMAGE BY OPEN Cl1TTING THE ROAOWAY AND BACKFILLING WITH A ~
.."....h: CONCRETE SLURRY.OTHE APPLICANT BY SIGNING THIS PERMIT IS AGREEING TO ALL OF ITS 5
..__1~ CONOITlONS INCLUDING THE PROVISIONS ON THE BACK OF THIS FORM, ~
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HE APPLICANT MAY PLACE UTlLITlES IN A TRENCH IN OR IN BACK OF THE DITCH LINE OR
LONG THE EDGE OF THE R.O.W. THE APPLICANT SHALL NOT PLACE ANY UTILITIES IN THE
ROAOWAY SHOULDER.
INSTALL A BURIED SERVICE LINE FROM MILE POST 0.64 TO 0.6BRT AND 2.43 TO S.36 ON
PARADISE BAY ROAD AS PER THE PLANS SUBMITTED FOR THIS JOB.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jelferson Slreet
P,O Box 1220
Port Townsend. WA 98368
12061385.9160
1.800-424.5555
District No, 5
PERMIT PERMIT.NUMBER 1588
JOB.NUMBER
PERMIT.TYPE UTILITY INSTALLATION
In accotdance with all applicable Revised Codes of Washington and amendments thereto, and subject to all the terms. conditions
and provisions written or printed below or on any part of this form, permission is hereby granted to
WILLIAM J, PERKINS, 280l S. l35TH, SEATTLE WA 98168, to: THE
APPLICANT HAS PERMISSION TO EXTEND AN EFFLUENT LINE UNDER THE
COUNTY ROAD AT MILE POST 4.20. THE EFFLUENT LINE SHALL BE ENCASED
IN A SINGLE CONDUIT, CONSTRUCTED OF SCHEDULE 80 PVC PIPE, WHICH
SHALL EXTEND COMPLETELY THROUGH THE ROADWAY CROSS SECTION. and to
~HE APPLIC~~T MAY PUSH UNDER PARADISE BAY ROAD AT MILE POST
4.20LjR,
County Road No, C50360Q
Franchise No,
Mile Post 4. 20L/R
SPECIAL PROVISIONS:
THE EFFLUENT LINE SHALL BE ENCASED IN A LEAK-FREE CONDUIT WHICH
SHALL EXTEND PAST THE END OF THE ROADWAY SECTION. MINIMUM COVER
ALLOWED OVER SERVICE LINES AT ROAD CROSSINGS SHALL BE NO LESS THAN
40" BELOW THE LEVEL OF THE DITCH. THE APPLICANT S~~L BE RESPOSIBLE
FOR ANY AND ALL DAMAGE TO THE COUNTY ROADWAY AND RIGHTS-OF-WAY. IF
THE APPLICANT DECIDES TO PUSH UNDER THE COUNTY ROAD AND THE SURFACE
IS DAMAGED IN ANY WAY AS A RESULT, THE APPLICANT SHALL REPAIR THE
DAMAGE BY OPEN CUTTING THE ROADWAY AND BACKFILLING WITH A CONCRETE
SLURRY.
A bond in the amount of $ is required for the protection of Jefferson County as set forth in the terms of
the bond, No work shall be done under this permit until the pany or parties to whom it is granted shall have communicated with
and .receivcd instructions from ~ERseN-eOUN'I'Y rUJ3LIC WOR*9 This permit shall be void unless the work
herem contemplated shall have been complcted bcfore 05 '13 '94 '
In accepting this permil the grantee, his successors and assigns, airee that any damage or injury done to the property of the
grantee or any cxpense incurred by him through thc operation of a contraclor, working for the County or any County employee
shall he lit the sole expense of the grantee, his successors and assigns,
. . 1tH;r!:rl;AJ~ J. PERRINO
the lerms and conditions as herem set torr .
. the undersigned, hereby accepts this permit subject to
d~~=-__d,
Aplllicanl WILLIAM~'
'~ kJAs
~
12L-c
PERKINS
i{J].a!x/?x 1:f.b?1~ A.I-'p
For Jefferson County K. ROBERT HENDERW
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,I,EFFERSON coUP
GENERAL PROVISIONS APPLICABLE TO ALL PERMIT~8L1C WOP'/"
This permit is subject to all applicable provisions of thc Revised Codes of Washington and all of the applicablc provisions of Washington
law,
During the progress of the work such barricrs and/or traffic control dcviecs shall be erectcd and maintained as may be necessary or as may
be directed by the Public Works Department for the protection of the traveling public; all traffic control deviees shall be properly lighted
at night and shall comply with all specifications of the Manual of Uniform Traffic Control Devices.
In accepting this permit thc grantee, his succcssors and assigns. agrees to protect Jefferson County and save it harmless from all claims.
actions and damages of every kind and description which may accrue to or be suffered by any person or persons, corporations or property
by reason of the performance of any such work, character of materials used or manner of installation. maintenance and operation or by
improper occupancy of right of way or public place or public structure. and in case any suit or action is brought against said Jefferson County
for damages arising out of or by reason of any of the above causes. the grantee. his successors or assigns, will upon notice to him or them
of commencement of such action, defend the same at his or their own sole expense and will satisfy any judgement after the said suit or action.
dcfcnd thesameathis or their own sole expense and will satisfy any judgement after the said suitor action shall have finally been determined
advcrse to Jefferson County.
Except as herein authorized by the county Public Works Department, no excavation shall be made or obstacle placed within the limits of
a county road in such a manner as to interfere with the travel over said road,
Except as herein authorized by the county Public Works Department. no excavation shall be made or obstacle placed within four (4) feet
of the edge of the pavement,
If the work done under this permit interferes in any way with thedrainageofthe county road. the granlCC shall wholly and athis own expense
make such provision as the County Engineer may direct to take care of said drainage,
On completion of said work herein contemplated all rubbish and debris shall be immediately removed and the roadway and roadside shall
be left neat and presentable and satisfactory to the County Engineer.
All of the work herein contemplated shall be under the supervision of the County Engineer and the entire expense of said supervision shall
be borne by the grantee to whom this permit is issued, or his successors and assigns,
The Department of Public Works hereby reserves the right to order the chunge of location or the removal of any structure or structures
authorized by this permit at any time, said change or rcmoval to be made at the sole expense of the grantee to whom this permit is issued.
or his succcssors and assigns,
All such changcs, reconstruction or relocation by thc grantec shall be done in such a manner as will cause the least interference with any
of the County's work and the County of Jeffcrson shall in no way be held liable for any damage to thC grantee by reason or any such work
by dIe County of Jeffcrson. iL~ agents or rcprcsentative, or by the exercise of any rights by the County upon roads, streets. public places
or structures in question,
TIlis permit or privilegc shall not be decmed or held to be an exclusive one and shall not prohibit the County from granting other permits
or franchise righL~ of like or other nature to other public or private utilities, nor shall it prevent theCounty from using anyoflts roads, streets,
or public places, or affect iL~ right to fuli supervision and conttol over all or any part of them. non of which is hereby surrendcred,
TIle Department of Public Works may revoke, amend or cancel this permit or any of the provisions thereof at any time by giving written
notice to the grantee. The gmntee, upon nntificutlon, shalllmmedialely remove all Of his equipment and facilities from the County right
of way, Any equipment or faeil hies remaining upon tile County right of way 30 days after written notice of cancellation shull be removed
by the Counly at the sole expense Of tile gral1lee,
TIle structure or obJcct for which tills permit is granted shall be maintained in a a condition that is satisfactory to the County Engineer at
the sole expense of 111e gruntcc to whom this permit is issued, or his successors nnd D.isiRnS,
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JEFFERSON COUNTY
DEPARTMENT OF PUBUC WORKS
P.O. &OX 1220
PORT TO\/VNSCHD. WA 8a388
(2015) 38&-81DO
APPUCATION FOR PERMIT
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To Department of Public Works
Jefferson County, Washington
The undersigned.
hereby applies for permiSsion to.
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and agree(s) to do the work in accordance,with your rules and regulations and subject to
your inspectIon and approval.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P.O. Box 2070
1322 Washington 51.
Port Townsend. WA 98368
(360) 385-9160
Frank Gifford, Public Works Director
Robert G. Turpin, P.E, County Engineer
August 2, 2001
Mr. Larry Smith
Olympic Water and Sewer
70 Breaker Lane
Port Ludlow, W A 98365
Re: Water line repair costs, Harms Lane, County Road No. 541709
Dear Mr. Smith;
On July 17th_18th, 2001, Counly maintenance crews repaired a roadway structural failure caused by a broken
water line crossing beneath above referenced roadway. For the motoring publics safety and to forego further
damage to lhe roadway, repairs were made, Attached is an ilemized listing of costs for labor, equipment, and
materials County forces incurred repairing the damage. Please reimburse Jefferson County Department of
Public works in the amount of $1,518,71 and mail to the above address, Attn: Vicki Breithaupt. If you have
any questions, please feel free 10 contact me,
Sincerely,
Q
Cc: Frnnk Gifford. Public Wor~. Director
Doh Turpin, County Engineer
Mark Lopeman
Paul Wnllers
File: Harms Lane, County Road No. 541709
AlIneh: Itcmlzed billing
11:\pubUcwnrk!\.1uh\MISC\Lnny Smith, Olympic Wilier and Sewer, wlIlerllne rc:plllr,doo
100Qb Recycled Paper
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STATEMENT
Jefferson Count}'
Department of Public Works
PO Box 2070
Port Townsend, WA 98368
(360) 385-9160
DATE: August 2, 2001
Mr, Larry Smith
Olympic Water and Sewer
70 Breaker Lane
Port Ludlow, WA 98365
Amount Enclosed $
Please retum top portion with Payment
DATE .... .. .... CI-IARGES.ANDCREDITS AMOUNT
7/31/01 Harms Lane, County Road No, 541709 Repair Cost:
Labor 937.47
Equipment Rental 412,00
Materials 169,24
TOOfALAI\IIOl..lN"fDuE $ , ........1.518.71
Pay last omountln this
column.
THANK YOU
Jefferson County Department of Public Works
PO Box 2070
Port Townsend, WA 98368
Mlsc billing
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CRO 606
Downs Creek Repair County Rd. #146809
(used to be called S. Bogachiel Rd,)
M,P. 1.33 to M.P, 1.51
Permanent File Index
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Archival-Permanent
All microfilmed
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Folder # I
#1 CRO 606 Downs Creek Rd. 1985-1996
1,1985 Documents
Survey Boak 1985
Engineer's Estimale of Road Relocation
4/21/85 Resolution No. 31-85 Initiating co. project
1985 DNR Permit Application-Rejected
1985 slaking plot
4/85 design drawings
Road Construction Agreement wi Leo Williams
Map
2,1991 -1996 Resolution/Budget/Contracts
11/18/91 Project Budget Works heel I
11/25/91 Resolution No. 120-91 revising project I
2/18/92 Agreement Surveying & ROW Map Preparatlon,Northwestern Terrltorl
6/9/93 Affidavit of PUbllcatlon-SEPA
8/11/93 Affidavll of Publicatlon-Non-Slgnlflcance
9/6/94 Resolution No, 99-94 revising projecl
7/21/96 Construction Contract w/L&J Enterprises
7/29/96 Construction Contract w/Hlllcar & Fletcher, Inc.
Inspector's Dally Report 9/16/96-9/19/96
3.1992.1995 ROW
7/22/92 DNR RoW Application
3/22/93 DNR Easement No 50-CR3306
6/93 Acqulslllon Service Agreemenl w/Kenneth Endorf
93-94 Corr w/BIA for an easemenl for RoW
4, Environmental
1993 SEPA Checklist
1993 Mltlgatsd Determination of Non-significance,
1993 DOE commentllr
1993 WDFW Commenl i1r and correspondence
11/1/95 HPA #00-56285-02
#2 CRO 606 Downs Creek Rd. 1998
1. Momos
Correspondence re: Non-CompliancE: w/HPA
Memos to the file
2. WDFW CorrosDondonco
3, DATA
4, Gootochnlcal
5. Old proJoct Information
6. P~,otos
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memorandum
Date: 8/3/01
To: Road File #643009. Stevens St.
RE: Res. #121)-92, Vacated Area
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The legal description for that portion of Stevens Street only called out the
area in the Plat of Garfield's Addition, Therefore, only 30' would have been
vacated as the remainder of Stevens Street is in the Harrisburg Addition.
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July 23. 2001
John Bagley
P.O. Box 417
Port Hadlock, WA 98339
Re: Address on Broadway
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
P,O. Box 2070
1322 Washington St.
Port Townsend, WA 98368
(360) 385.9160
Frank Gifford, Public Works Director
Robert G Turpin P.E.. County Engineer
It has been brought to my attention that the address I assigned of 135 Boardwalk Ave, is not
correct, and that it should be 135 Boardwalk PI, I have researched this issue and have
discovered that this road was named in 1994 when it was established during a hearing before the
Board of Counly Commissioners, I understand thai several property owners along the road use
Place Instead of Avenue because the road signs are incorrect. However, the road remains as
Boardwalk Ave., therefore your official address for Lot 12A of the Swallow Long Plat is 135
Boardwalk Ave. Should you or the other property owners along the road wish 10 switch ths
names, you would have to go through the road name change process.
Please contact me should you have any questions or concerns regarding this matter.
Sincerely,
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Terry Duff (j ,- L-U
Address Tech, '
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Commissioners' Meeting Minutes: Week of March 28, 1994
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
THE CONSENT AGENDA - Continued:
1. CONTRACT, Amendment rei Personal Services for Subdivision Application Processing;
Shockey Brent, Inc.
., Final Meyer Long Plat #LPOI-93; 4 Lot Long Subdivision located off Windsor L1ne,
Woodland Hills; Dennis Meyer
3. RESOLUTION NO. 32-94 re: The Statutory Vacation of Certain Streets in the Plat of Irving
Park; G.E. Development, Inc.
4. CALL FOR BIDS reo One (J) New Wheel Tractor with Front Loader and Backhoe
5. HEARING NOTICE reo Community Developmeot and Housing Needs in Relationship to a
Community Development Block Grnnt Plnnning Only Application; Setting hearing for April 11,
1994 at 2:30 p.m.
6. Request for Waiver of Quilcene Community Center Rental Fee: ChHrge for the Street Light
Benefit Breakfast; Quilcene Community Club
BUSINESS FROM COUNTY DEPARTMENTS
PLANNING AND BUILDING DEPARTMENT
Flnnl MeCnrv Shllrt PInt #SPA 94,0001: Fnllr (4) Lnt Suhdlvlslnn: Mike McCnry:
Permit Tcchnicinn Michelle Wood asked if the Board would consider granting summary approval
for the McCary Short Plat which is in the men served hy the PUD's Glen Cove Water system?
Chairman Hinton noted that another project hns been plnced on hold because of questions about
that waler system and the nVlIilnbilily of wnler for it. Michelle Wood reported that Mr. McCary
cnn use two wells for water instead of hooking up tn the Glen Cove Water ~ystem.
Commissioner Huntingford moved that summllry llpprovnl for the McCary Short PInt proceed on
the condition that water nvrlHllhility he resolved before finnl approval is considered. Commissioner
Wojt seconded the motion which enrried hy n unnnimllus vote.
Revision or Shnre"nl! S'lthsluntlnl Develnnment Pl'.'mlt SSDPRR.OOI3: ShelJn~h
Hntcherv: Tnvlor United: Associate Plnnner Jim Pe:lrsnn reporled thOl this request from Taylor
United is to revise their shoreline permit for their shellfish hnlchery activities on Brond Spit, The
slaff recommends thnt this revised shoreline permit be npprnvcd.
Cllmmlssioner Wojt moved to npprnve the revised Shoreline Permit #SSDP88..0013 os recom-
mended, Commissioner Hunllngford seconded the motion which cllrrlcd hy R unnnlmous vote,
runLIC WORKS DEI'ARTMENT
HEARING re: Pellllnn tn F.,.tnhll,h Cnllntv Rond,: nnnrdwnlk Plnee nnd Sf, .Ynme,
Plnee: Adminls"ntive Assistant Ilileen Silllon reported thllt Ihe Connty received n petition to hnve
two roads hnilt ns part of the Bishop Gnrdens pint IIccepted a' County mllds, The County
Engineer hns inspected the mnds nnd reports Ihnt they lire nccessnry to provlc.Jc oecess for
property, emergency ingress nnd for onlerly development of the nren, The follnwlng condition,
ore rccnmmcndcd:
111e width of the rlght-nf'wIIY he 60 feet with II 100 fnot cul-de-,ac,
Deeds for lhe right-of-wilY nced tn he secured prlur 10 FInn! npprovnl,
TIlc mllds need to he rcgrndcd nnd rcshnpccJ Juc tf) construcllon
Impllcts. Any lItllltie, nol yel instil lied shollld he Instlllled prior 10
regrading.
111e Chlllmllln npencd the "uhlle leSlimony porllon of the henring:
: VOL F..D Iw5::l9
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APR 2 0 2001
JEFFERSON COUNTY
PUBLIC WORKS DEPT.
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Commissioners' Meeting Minutes: Week of March 28, 1994
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
John Swallow stated that when the plat was done originally, the roads were to be dedicated to the
County, but the transfer was never made. The roads were graded out at that time, hut trucks have
used them and that is why the work is necessary. He reported that the rest of the houses in the
plat should be done shortly and then the roads can be improved.
Sunny Vandervorsl a neighboring property owner, asked if the rond will be any wider than what
is already there? Public Works Director Gary Rowe answered that the road was approved to be
20 feet wide with 14 feet of gravel surfacing. Mr. Swallow stated that the road is graveled for a
width of 23 feet and is almost 26 feet wide. Gary Rowe added that the County would do no
more than maintain what is there now after it is repnired. If traffic in the future warrants it, a
chip seal cover may be placed on the road.
Bud Vnndervorst asked if St. James Place is being expnnded through to Kala Point? Bob Hender-
son, Public Works Department, reported that the PUD water line will be extended in the future
from the St. James Place cui-dc-sac to Kala Point. Bud Vandervorst added that St. James Place
doesn't follow the centerline of the right-of-way. Mr. Swallow explained that the road is in the
boundary lines of the roadway. hut the project proponent did not want to make a perfectly straight
road so he built curves in it.
Hearing no further public comment, the Chairman closed the hearing.
Commissioner Wojt moved to accept these roads as County roads when the conditions recom-
mended by the County Engineer have heen met, Commissioner Huntingford seconded the motion
which carried by a unanimous \lote.
Amendment of Resnlutloll Nn. 26-94: Chnnl!lm! n Puhllc Henrlnl:! Date: AnnJlcntlon
fur Frunchlse on South Pulnl Rflnd: Commisslnncr Huntincford moved to approve RESOLU-
TION NO, 33.94 10 change the puhlic hearing from April 4, 199410 April 11. 1994 at lI:IS
a.m. on the application for franchise suhmitted by AI Schoenfeld. Commissioner W"'ljt seconded
the motion which carried by II unnnimtlUS vote.
ReullclOt to Ednhllsh u Name fflr u PI'!vnte Rnnd: CnUnnwnod Com" Rond: Traffic
Engineering Technicinn, Bob Henderson. reported that a request has heen suhmitted to establish 0
nome for n privnle rond In the W~st End as Price Rnnd. The rnnd hns heen known informally os
Cottonwood Camp Road for a numher of ycnrs. He recommended that lhe request be denied nnd
that the road be named Cottl'lnwood Cnmp Rond. Cl'lmmlssioncr Huntlngford moved to approve
RESOLUTION NO. 34,94 e.tnhli.hing the name of Collonwood Cnmp Road, Commi.sloner
Wojl seconded the motion which carried oy n unanimous vote.
AGREEMENT. Intcronvernmf..'ntlll Cnnnerutlnn: PlIl"cluHie from Vaklma Countv
!!!!!l Commlsshmer WnJt moved to apprnve the; intergovernmentnl Cooperntion Agreement with
Ynkima County 10 allow the purchase of a mad grader off of their hid, Commissioner Hun.
lingford sect'mded the motion which carried hy a unnnhnous vtlte,
nEARING re: Anum,l: Znnc Chnnl!e #ZCP7.93: Gen~..nl Use In Gencrnl Com.
merclnh Prnnertv l..ncnlf..'d ROO Fl'l'I \Vl.'.d of the Inll.rSl.'ctlon flf Ouk Ouv Rnnd nnd Pnnullsc
!lIIV Itnnd: Thnrnns nnd Yvonne 1I1I1....f...n: Chairman Hlntnn nmd the henrlng procedures nnd
nsked Ihe following (Iucsllons:
Q) Is ,lIere anyone in ,lie mlllienee wllo ohjoels /(J IlIe parlicipalion of any of tile Count)'
Commi.uimlc!rs ;:1 '''f!Sc.' proc."'f!"i/lR,\'?
11,ere WIlS no nh)ectinn frnm anyone in Ih. audience,
0) Do any of"'" CO",,,,i,\'.fr'rmcrs how tit, in/c.'rc.u i/l /Ms properly or is,fW!?
A) All three Bnnnl O1cmocrs IInBwcrcd nn.
Q) Do any of >'ou s(aml /(J lIaill 01' la,"o all)' fi""ncial !>enefil as a res/llt of tile o/llenllle of
,IIi,l' lIearinll?
A) All Ihree nnnrd melllhers nnswer.d nn,
0) Can YOII /war tUffJ "o",~idf!' lhis ill a /ai, ami ohjf!,'/ivc.' manllcr?
A) All Ihree nnnrd 1ll,;",h.I' nnswered yes,
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APPLICANT PLEASE PRINT OR TYPE ALL INFO ATI9N,1- CHECK BOXES THAT APPLY
Road Approach D ~oad _~p~roach Permit ol(.:'Addres;; Pa cel Number
r-ee: $39.00 :-'!e: ):J1.uO ~ Flagging Color & Date
Utility Class A D Utility Class 8 D Yearly Class A D General Permit
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County Road Name: ~ =:1.1 ) Mile Post If:
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Intended use of ~unty Right,:o'f.Way is to"c.onstruct. qperate and ma!ntain a: ""------',
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PLEASE ATTACH A MAP OR DAAW." DETAILED SKETCH
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JEFFERSON COUNTY, WASHINGTON
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LEGEND
o l- CU.w(rt'" CONOl1"~JlurO IRC'Jot f'W'( 'Mnl I'U,U DISC
Ilf"NtHO $Ut'f1:YDfS 10 CAP ,aH~ 51' OUR'IHG PR("'OUS
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~ MACLEARNSBERRY. IDe:. SURVBYORS. BNGINEBRS. PLANNBRS _
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Publicworks Road Inventory Tool
SEARCH FOR ADDRESS INFORMATION
Page 1 of1
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ROAD NAME
IBOARDWALK
J~
ADDRESS ROAD NAME CREATION DATE AP~L1cAN PARCEL NUMBER
- 1,~5 SOAR[J~ALK AVj:, B 29 1997 JOHN SWALLOW
243 SPARPYliALKi>-VE, 8291997 RON BALTES
29,2 SPA,R[JWAl,J\AVE 8291997 RICHARD SPINDOR
~2~ BOARDWALK AVE, " 101994 PAUL WALTERS
~ BO~_DWALK PL 9281994 JOHN SWALLOW 997300004
453 BQARDWALK AVE. 8291997 JOHN SWALLOW
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Oak Bay Road-Flagler Road Intersection
Permanent File Index
Permanent Files (located in box behind Jackie) are:
Archival-Permanent
All microfilmed
Folder #
#1 Resolutions/Funding/Design
1. Resolutions/Publications
8/3/87 Resolution No. 64-87 Initiating Project
4/11/88 Resolution No. 40-99 revising project
11/28/88 Resolution No. 111-88 revising project ,--
5/22/89 Resolution No. 46-89 revising project
11/6/89 Resolution No. 98-89 revising projecl
Affidavit of Publications
2, Funding
12/15/87 WSDOT City/Counly Agreement # LA 0690
4/22/88 WSDOT City/County Supp #1
12/29/88 WSDOT City/County Supp #2
6/29/89 WSDOT City/County Supp #3
12/22/89 WSDOT Cily/Counly Supp #4
11/6/90 WSDOT Cily/County Supp #5
Final Checklists
3. Design
9/23/87 WSDOT Review of preliminary design
11/87 Design Worksheel
3/30/88 Environmental Checklist
4/4188 Delermination of Non-Significance
10/2/89 Pugel Power Dislribution relocation maps 1 & 2
4, Design (cont)
Field Book
Design Data
Maps
5, Design (cont)
Maps
#2 Construction
1, Construction Staking & Material Testing Contract - Pac-Tech
Consullanl Agreemenl - Pac Tech
2, Contract. Lak3Sldo
8/2/89 Record of Bid Documents
Bid Tab
8/16/89 Award of Bid te. Lakeside Industries
8/7/89 Bid Proposal
Change order 1-4
Statement of Intent 10 Pay Prevailing Wages
Affidavit of Wages Paid
9/9/89 Pre-construction meeting minutes/sign In sheet
Subcontractors certification for federal aid projects
Requosts to sublet work
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on this project w/B. Leurle
and Aub - approved 9/4/01
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11/6/90 L&I Release
12/5/90 Dept of Revenue Release
Conlract closure record
Certificalion of materials
10/22190 Final Contract Voucher Certification
4/22191 Affidavit of amls paid DBElMBEMlBE
8/17/90 Notice of Substanlial Completion
3, Subcontractors
Olympic Electric Company
Fuji Industries Inc.
Apply-A-Une
4. Inspector's Daily ReportlWeekly Statement of Working Days
5. Personal Services Contract w/Rlchards & Associates for Appraisal
6.Consultant Agreement for Acquisition Services. Kenneth Endorf
#3 Mlnllla Folder-CRO 733 Oak Bay Rd.-Flagler Rd. Intersection
I Right of Way Information/Master Property Owner LisWarious research maps
I
#4 Minilla Folder-CRO 738 Oak Bay Rd,.Flagler Rd, Intersection
IPholographs (not microfilmed)
ISpeclflcatlons & Contract Documents
I
Right of Way Mlnllla Folders
Bonder
Benmoor
Braders
Hanson
Johnson
McMillen
Pickens
Reid
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on this project w/B, Laurie
and Aub . approved 9/4/01
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CRO 738
Oak Bay Read-Flagler Road Intersection
'Working File Index
Working Flies (located at Records Mgmt) are:
Office retention 2yrs (sent to records mgmt 9/4/01)
Archival retention add'l 4 yrs (then records mgmt request to dlstroy)
NOT MICROFilMED
Folder # and Name of Folder
#1 eRO 738 Oak Bay Rd.Flagler Rd Intersection
1. Design
Traffic Counts
I-- WSP Police Traffic Colision Reports
Worksheet for Intersection Analysis
2. l & J Requiroments.Prlme Contractor
lakeside Industrie Certified Payrolls
3. l&1 Requirements-Subcontractors
Olympic Electric Certified Payrolls
Fuji Induslries Certified Payrolls
Apply-A-Line Certified Payrolls
4, Capias
Bid Tab
Conlracl Progress Schedule
Some Billino and Contract Corres w/Endorf & Richards & Associates
5, Blank
6, Fundlng.WSDOT
Draft City/County Agreements & Supplemental's
Draft Project Budget Worksheets
Requests for Payments
#2 CRO 738 Oak Bay Rd, . Flagler Rd. Intersection
1, Pay Estimates for lakeside Industries
2. Blank
3, WSDOT Record of Materall . Notice of Availability
4. Consultant .Pac Tech Involce/Pymts
5, Various Correspondence
WSDOT Funding. correspondence
Richards & Associates Corres
Righi of Way Acquisition Services Selection Correspondence
Etc.
Selection process for Construction Sleklng & Mati Testing
Lakeside correspondence
6, Draft legal Descriptions of RoW flies (orlgs In RoW flies)
#3 Mlntila Folder.CRO 738.0ak Bay Rd..Flagler Rd. Intersection .EARTHWORK
I
Mlnllla Expandable-eRO 738.QuanllUes/Materlal Records
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on Ihls project w/B, Laurie
and Aub. approved 9(4/01
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at:
, iso'
9~~~~~gton;~:wytl~~
g~tr;::i?li~'5~'~~'~:'!?~~~dthe
l,Ull~sU4i '10,eo 'lit, the.,oftlce~l
bo~~.ric;,~~~ri:~oo~~';~~g~ee:~,
~~~~rf~';r~9g~~~~~~I~~a
pUbl,cly after,.fhaVdateand
time' for,' con lon" of"lm.
gli'vyme~ts to 02 :mUe,:of
No?r6~1100':e'3~1 ty ~&:~
~1681 ,:'No.
unty
~~uni",E.~a, .0.' a:
p, ,7~0. In"Jefferson: ountY,'bY
~:~o~'Ii. do~l:h"ng ~~~g~1..I:l~n~
1 Flrlllor,Intersl'Ctfon tOfcroVI~o
ll~n\lnt~i~rl fn~cI'n~~~~~t.o':;t~~;
I r:~~U~;'dO:~~~~.~>i~:'.t,~,e,.,co~'
I 'M~~or!'/t.ms' ot, worki"wlll
~U':.C!J"arlnf;llnd GrubbIng.
f, P:~'i-X~~'; Rc;~~::J:yc&,g::ff.
1 ulan. "Jl:m~ank~ont.. Compa....
, ton, '-Wntor ': ravol" B.n_e
I Crushed' ,Sur aoln,' Top
I 'Courooi Installation 'Plalo
, 'Cooneroto Cul'/or! p.~. ~18'ln'
I lamcterl ASphlllt OIlOrote
. APavohmon.~Cln.a'Di' earllllll,
" sp all- onoretc' avomom
Class B, Levollngli,'Asphalt
foncfoto ~~Onl.n~i to~,Pr..
I Elo\~I~J,IW tt(ea~~ntrOILa'b'J'rt
i' n lIInlnatron &ystom, IkHIdlnK
, ..nndFortIIIJlnl,'<... "",,'
: 'DldullD boouhmIU." In'.o-
i cordDn~ with' tho' PIDI~" and
i IPClClfle. a lonJ! on fila at \0 (It;
, flco ot ,II 0 Ofroctur of ublle
: Work~.,Collrthauso. Port rown.
lond'bWnt~ ~ocrb Wh.ro.~nlas
~~~oo,~ ~'I::~.r.nnft f~~r.,~r( 1M
The undersigned, on oath states that he is an
authorized representative of The Daily Journal of Commerce, a
daily newspaper, which newspaper is a legal newspaper of general
circulation and it is now and has been for more than six months
prior to the date of publication hereinafter referred to, published in
the English language continuously as a daily newspaper in Seattle.
King County, Washington. and it is now and during all of said time
was printcd in an office maintained at the aforesaid place of
publication of this newspaper. The Daily Journal of Commerce
was on the 12th day of June. 1941, approved as a legal newspaper
by the Superior Court of King County.
The notice in the exact form annexed. was published in regular
issues of The Daily Journal of Commerce, which was regularly
distributed to its subscribers during the below stated pcriod. The
annexed notice, a
B/C ROAD IMPROVEMENTS
was published on
r
08/02:/89
08/08/89
The amount of the fee charged for the foregoing publication Is
the sum of $ , which amo n paid in full,
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1::,:211
Jefferson County
STATE OF WASHINGTON. KING COUNTY
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Notlce.'I., ere ygiv.n":that
tlle Bo,,!,d 'of County;'ConimIs-'
slon_e~'- ot-, -Te.fferson ~,'County'
State';',of~'Wasbipgton; /wjlJ /re._
cclve .ealed, blds.upuntli.the
hour' of'U,45 ;'Ai"'l\f,';;-Monday
August'14i'19B9at the'oft1ce.ol
the.:;:CountY':,!:, Commissioners
CourlhO"SI!;;",Port,:~-T9wnsEmd t
It::'~~rf~JBg6~:g~~~~i'i
pubilc.ly after.fhat. date :and
time" for, ,"':~ft.im.
'~h~';~~~~~' ~iici:J
No; "654109. 'Oak
,r4'lU()~'!'b~6ti"No,
Road, County'
and 0.11 mIle 0 a
County Road 'No. 5 .-.
P.750.'ln'Jeflerson unty,. by
~adlnl8 drainIng widening
FI:J!'e"r, t,'i~~~~fot"tc?ol~rd~
left, . .turn,-"channellzatfon.--"'u-
lutnlnation ',and - various" other
work. as~ describe,4 :-in. the; can-
t~ct documents.",-,,"'.;"'~~ :':.'- _':.:',"
b::!'8r:~;l~m.aga.. ~~t~l'i;ll~
Renlo. vln!, ~.PhaltCon.refe
~~~;'~i~~~~~~:~rc~~~~~
g~~~-h':3~~M~-~~~1~li::,B~~e;
Course, Installation' Plale
, Concretc Culv&rt PlpellB'In',
Dlameteri,Asphalt -Concrete
X:~~::wnc~A~\!U~', ~~~lf{{
. . 5~':,s~re~c <Jt:~~:A~if{( ft~p~~f,:
levelln~ ',Cia.. B';" Pillnt
fltripe, Trfctlic Control Labor.
aJ~'1\~~:il~rn~st~m, Seedl!'g
Bids .holl be submitted In'ac-
cordance with the plans and
~fe~I~}c~Ugll8l~~n\." gi i!'ibYI~
Work!i,Col1rthouse, Port.Town'
send, w~shlngtonb where conics
m~o8.e. 9r~:I':fe'bol1tdeWlfllg~
refunded 'It" the plan. and
~~~t~~':,tJm~nn~ltf:i~urnn~il~~
ot hid opening. . c, " '
Eoeh bid shall be occom.
~llo"r:g: blr~:~~JI9~?n~nsll,~~~~~
fgef~eo';p~~~~:/~~c~~lr.~~~
~funty In tho sum ot ~% ~t tho
J~~t~~,f~~t, dO J\~t torl6Ite1~~
.ucnesstut bldSor I~he rolls to
enter Into 0 controct ond tile On
~~gei.'lb~y l'cll{.~t~I~~~~o\rtr:.'~~
g~~~d~I~'1l~ t~~J:S) ~?Yf;g~~~;
CO~ml"19nors re'OI'vor. tho
rl" It to reJoct ony o.,d 01 bld"il
on to oecopt tho bid deome
1D0st odvontogeou,l to Joflaraon
CO~I'\Y ,nd, tOb'f,odVQ 01 Into...
mS.l/:,'.on t~ou~t~~ri~.' \'rdi
IW~C.t~~h~IIO 'f"fI' i'o"Sdfi1
4 i 8 ~t, ~Io" '.n~
t 111,0'911" .~.'of,1' II ",r.-
IIU .UI 1'\ .,\" . It t:o
~~", .poWnt'.;tlt~RMdji~.?(; 0['
~ ol tho Secretory, "0",.2 '
p,On'd\Scrr, Inotlon in ~edeW!
~~r~~~~ ~~ol\f~:r"'.po~~:tlO'ii
C."..,.,.... r..lIed Jlur."ont to such oct,
hcroby nolltle. oil blddcl'1I tho,
C It wllr nttlrmatlvely naul'elhot
In nny controct, ontored nto
I'" nuont t thl. odvortlsemont '
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No.
Affidavit of Publication
The undersigned, on oath states that he is an
authorized representative of The Daily Journal of Commerce. a
daily newspaper, which newspaper is a legal newspaper of general
circulation and it is now and has been for more than six months
prior to the date of publication hereinafter referred to. published in
the English language continuously as a daily newspaper in Seattle,
King County. Washington, and it is now and during all of said time
was printed in an office maintained at the aforesaid place of
publication of this newspaper. The Daily Journal of Commerce
was on the 12th day of June, 1941, approved as a legal newspaper
by the Superior Court of King County.
The notice in the exact form annexed, was published in regular
issues of The Daily Journal of Commerce, which was regularly
distributed to its subscribers during the below stated period, The
annexed notice, a
B/C ROAD IMPROVEMENTS
was published on
08/0:;:/:::9
08/08/89
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15 ,':; 0f1
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Notice. Is yil~~.;;!ilii.i
the Board' Commls'
~it~~:/ot?f as IMton;;-;~~~
ceive.sealed.'bldu ~ _until'the
?"uug;.s~f 11!'t88tattli~~'h"c~a~1
t~~rt~~~~~::,":~:~~~:J::~~~J'
~:~h~~r~Cer~8~6~:~~~j~~i
puhlicly afterfhat"dateand
time for-'consh-uction\,of..-im.
8rovements 'to':. 0.02'- mile'of
N~~J:~~~l~e~~ili~:: ~y~t~f ~8:~
,~t~o~~'b~68C:~'W~Yor No,
:g3i:lio;:S176~oad No: .
County Road Nu_
P. 750.in'Jeflersou- ounty'by
fbr;C:O~~sde~I~~~g ~~~~~Yce~~n~
Flag~er..lntersectfon ' ovi~e
1~~~;c.:::'S"i; ~~h~~
r~~d~~:~~~~~"':,;:,"_\::" ",_._._,~~n-
r '~~or.'jtem,s" of'work':,:will
~~o~~~dn~~t;~ltG~~~fe
,t '~~~~Vc~~~~~
. ter,: .Gr~vet,~:BasC",
q~~rse~ .... in~t':.lf~1t'i,gPra~g
: gY~::i:r.<?'~:~~lii~~:M~r~
~~~g~~%~~~~~~ ~'i,~~'l!i
:g~~sgr~~e,<f;:~:~~~)t~~~~~
~~ri~~,n.frafil~l;~nt~~i l'a'lIc:'r~
i~~'1'~r;.rlN~?n~.te~, Se?dlng
'Bids shall be submitted In'ac-
;p~rllt~C:ti~f~ho~~rl~p~t~te ag~
flce of the Director of Public
Worlc~Courthouse, Port Town-
;::~~'be ash! on ;~~:~~~ft~g
$25.00., slt,'wlll b.
;~~IWc~tfons are .~l~~~da~g
~nM,";e'::l~s?~lthl!, 10 ~!lYs
Each bid shall be. aCcom.
~aor:::~ ,blra:~~Jls~~ngaslh1~~~~
checlc or certifIed check payable
to the Treasurer of Jefferson
COlmty In the sum ot.5% ot the
Y~1t~':.',:'~gt; d~ub~t torfglt?~~~
successtul. bidder IP'he folls to
enter into a contl'or.t nnd tUe on
acceptable surety bond In tho
amount of 100% ot the.contract
prIce within ten (10) days ot the
2;~:;;:!;ls~en e~a~~sg~v~~ur6~
~~~\~o Jg~ggi Wr. 'b'lS aJ~~~~
~~~r~~~"dt~gc~~'~~,'~Tfffn7g~
malltles In the bidding, '
n~~f~I~gnTl~f'ouW~[D ticcord~
fJlI{Jlss~~N05~~(iJ~2
Titlo .'49,-, ,!Codc;';\'or
~lnUonlll!:.))epn
!Ice ~t~gl~Oerg:~~~t.. Part. 211
non'dlserlmlnatlon fn ~'ed."I\I!
Iy assisted proro:ams ot Ihtr De-
cortmcnt ,nt. :Trunsportntton
h':i''!:''j,d A'~t7tY:.n~lltg\!J~P.tt~l
It wllfattlrmatlvelY nsur"lhat
In nny contrnct nnlarod nto
pursunnt 10 Ihl. advertlsomenl
minority buslnes. enterprlle
will be ntlorded lull opportunl
ty to submll bids In ",,"ponse t
lhls Invltat on and will not ~
d~~~1I3;ngl('~"c~~nJ~rJr Oo"r ~~
~g~&aOr~~ln In ~~nsYd..ratlOn?
lOW~ted .Ihll 2Hh ~?y.~t.J~I)'.
C~~~~~~~!W~,~~~~:~
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STATE OF WASHINGTON. KING COUNTY
1 :::211
.Jeffers(lrt Countv
-ss.
No.
Affidavit of PubUcation
The undersigned, on oath states that he is an
authorized representative of The Daily Journal of Commerce, a
daily newspaper, which newspaper is a legal newspaper of general
circulation and il is now and has been for more than six months
prior to the date of publication hereinafter referred to, published in
the English language continuously as a daily newspaper in Seattle,
King County. Washington, and it is now and during all of said time
was printed in an office maintained at the aforesaid place of
publication of this newspaper, The Daily Journal of Commerce
was on the 12th day of June, 1941. approved as a legal newspaper
by the Superior Courl of King County.
The notice in the exact form annexed, was published in regular
issues of The Daily Journal of Commerce. which was regularly
dislributed 10 its subscribers during the below slated period. The
annexed notice, a
BIC ROAD IMPROVEMENTS
was published on
08/03/:39
08/08/89
The amount of the fee charged for the foregoing publication is
the sum of $
. n....
15
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STATE OF WASHINGTON)
STATE OF WASHINGTON
(OUNTY OF JEFFlRSON
, , In the mGtlti Of:
Revising a County pnlfen desIgn""" as (00738.
. . ..' . ., RESOLUTION NO. 98"89,' .'
IT IS HEREBY RESOlVED that' Oak Bay-Flagler Rd. Iniers.;ction, Rood Lot No.
940407,569908,952707 from M,P. 0,80 to M.P, 0.96 and from M,P. 0.00
to M.P, 0,20 be improved as follows:
Re-olign; Grode,Drain, Surface, Channelizotion" Illumination.
IT IS FURTHER RESOLVED thai ,;,n'appro"rlation fro;;' t....'officially adopted
road f.und budget and based on ',he County Enginoer's estimate is 11.reby
mode In ,he amounts and far the purpose shown:. ; "
PURPOSI: ' PREVIOUS APPROPRIATION PR61NT APPROPllIATlON
Engineering . $20,700,00 . $20,700.00
(13,418,oo FAS,) (13,418,00 F,A.S,)
$50,000.00 $45,000,00
(41,670,00 FAS,) (37,498,00 F.A,S.)
$71,200.00 $65,700.00
(55,088,00 FAS.) 50,916,00 F,A,S.)
eing sworn, lOyl he i, the publisher of
cunty Leader, a weekly
hed. published in the Engl,sh
y 01 a wee~ly newspoper
said County and Slole, and for
county for more than ,ill (6) mon.h,
publication of the Notice herelo 01.
aid Por' Town,endfJofferlon County
~:r~:! CO~~r~~i ~:i~ lJoffe~;~~Cdo~~t~;eogn~
opy of rhe
Right of Way
Acquisition
Sub,Tatal
Construction:
Con'ract
County Forces
'01
$264,500 $312.500.00
(220,408,00 F,A,S.) 260,406.00 F,A.S,)
'.., ... $335,700,00 $378,200.00
('l75,496,00 F.A.S.) 311,322,00 FAS,)
This project Is lnduded In the officlolly adopt;;d ~nnual road program in oc-
cordance with R,C,W. 36:B1.130.
IT IS FURTHER RESOLVED that:
The construction Is to' be' accompllshad by contrael In accordance wilh
R.C.W, 36,77,020 ot, seq,
The construction is to be. accompll.hed by County forces In accordonce with
R.C,W, 36.77,060 and WAC. 136,18, ,
PASSED AND ADOPTED TillS 6'h DAY OF Noyember, 1919.
BOARD OF JEFFERSON COUNTY COMMISSIONERS
George C, Brown, Chairman "
Larry W, Donni.on, Member
SEAL:
ATTEST:
Lorna L, Dolaney. Clerk of 'he Board
I bun paid in fU(;:;I' . ,h. 'a'" of .S.5..s0
och ,nUHllon.
i Ai j/
TOTAL'
regular ond onlire illue of laid poper itself
menttheroof for a period of
. .__~(onleculi....e weelu. beginning on the
d.y of. No.Yemb,er, ILB.9
laid nflwlpoper wal regularly diltribuled
o all of fhi, pftriod. Thallhll full omounl
o
170711,15
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Novombor ,10 B9
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, :iO"'STATE.OF WASlf.Jeoii>u, V'1IJinlI
. ""i,:,':~;;i~;i\i~?:f~~~:=~-=':
'. '"I!eYislatl<.a~C'.IIIIiIfoj'pijlecfdL' Murld K, Kki: .
IT IS HEREBYR~\~;~~i:~i~:;t~;;~,1'
940407, 56990~, ,~~~?R?ffuniM;P; pj r'Ji)}.n",>; ,.
to M.P. 0,20 be o,:"provedasJollo:",s:,,',', "
~7Sa:~R'i"~~W:4W~~p~~p~~,RoIl1on .
road f,und budgot~~.i:t~ase,d ~~~t.he,S('c,j,;':;',j'ii"",
made In the "mauntS'ancj.fCl~.the"purpol< >]cffclS()n
PURPOSI;:PREYiGII$'~PRiA' 1ileeIs.~o~,J6
Engineering : ."i-h'i0j':";jii;;S20,70, : 1f1!I,:j~.p'~; ~
..: :';n.li'3,418,OO F,J. p"m.;, ";,i, "
Right of Way' "\I:l;"~:';""S50 O()l'<"wtmoriih
Acquisition:,};,\~rr::IA i~670;oo' F;J~gidifOOi' .
Sub,Total ":W:",:",I~-""'$n 20rJiiutlcipllledinthe
: ;Y;~'~'15S;0s'8:00' FJOanlin'cond
","}!{>v;;~f;iri;;'t~2~;:~!iir~
,"i'tt'1220;;400;OO F;;!f"'" "DiiC!JO
TOTAL ": '~""'i)N};t~Srit,I,C~IS33S)70l;ti~'1I;'
~:r!;'.~"::~12?~~1~6:R!' F ;:~~i q;'
This praject is IncludedinJhe offidaUy.. ,.""",.. 'J''''''
cordance with R.C,W,:36:S1',130.' " ,'"On "W'an,
IT IS FURTHERRESOLVED'th'al,: '" '.' "',:198901 10:
Tho construcH"n'is, .to'; ~,!:. a~~~!"plilh;;,fi!.~ ,:~,a'!,\:
R,C,W, 36,77,020et..so~." 'I"S':-lUlm", ...
The constructlon'lI ,10 be,' i:lcc~!rip!Jihed ";,n:lJl8\1pIIJa ~f,nll
R.C,W. 36,,.,..060 and W.)\;C. 136,. ',I:ARevolvng
PASSED AND ADOI'1'[DTHIS'6th'DAV OF N<"Uon'fcir':55,931
BOARD OF JEFFERSON COUNTY C'Rope cOnipa~y:
Georgo C, B~~wn,:Shalfrii~,n: ' ";2.JlR~volvl~g I
lorry W, Donnison,MelnberLoi!n forS',I,~
SEAL: .... f:'Rop.'Cornpony,
A TT EST: , " .," ,:"Any:m.mb,r of Ihl
lorna l. Dalaney, Cle,rk of Ihe'Board i'a".ildor may
:,~!!~all!r~f~o!"!"
Construction:
Contract
County Forces
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Affid"t.t of Publication
Sf ATE OF WASHINGTON)
COUNTY OF JEFfeRSON)
FRANK w. GARRED. being ~worn. says he is Ihe publjsher of
the Pr.r1 Townsend/Jefferson Counry leader, 0 weekly
newspaper which has been ellablished. published in Ihe English
language and circulaled conlinuously as a weekly new'poper
in Ihl" 'own of Pori Townsend, in sa:-J County and SIale, and lor
general circulation in said county lor more rhon si. (6) monlh,
prior 10 Ihe dale of the first publicolion of ,he Notice here'o at.
lached. and Ihot ,he said Port Townsend/Jefferson County
~:~~;~;~rs ~; /t l:~~r~~i CO~:r~:i ~:i~ ljeffe~;~~C~~~t~;:g,,~
Ihol annued is Irue copy of the
Resolution #98-89
CR0738
01 it appeared in ,he regular and enlire issue of laid paper itself
and not in a lupplement Ihereof for a period of
once,
.-. _ ,,_u _.conlecutive weeh. boginning on the
15th
_.doy orJ:19Y~mi::J~:r, \9J39,_,
and ending on thll_~_~_~!ty of __~-2~,~.ITl_~~_~_,_..__.
lQ _,,8,~. _. and thai said newspaper was regularly diltributed
10 ih lublCriberl during all of thil period. Thallhe 'ull amount
0/ s66 ..0.0. ..'. _ha. b....." pold '"/""1.'" '.h... r roo".. 0 Ol'~ S.5'50
p., 'OI"m"t;;:A~'{J,~~
SUh\Hlluld and SWllfn 10 h.(nrt fill' Ihll ,~5 ~,.IJny of
November ,19 89
c:l!.t.-7, Iu!~e.;t:d JV k.'-'-<ed!
() Nn~'(ri,~~li~nfl,' r~~jdt:~ ~~It HS~d::c~~
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(ftIIOAI. AID PROJECt NO. RS-P161
Notice is he""by given that the .Board
of County Commissione.. of Jefferson
County, State of Washington, will
receive .ealed bids up until the hour
of 11:45 a.m" Monday, August 14,
19B9 at the office of the County Com-
missioners,. COUrthOU581 P~ri,.Tow.n..
.end, Woshinllton, ,98368, C1ndwill
be than and thereopeneci andr.ad
publicly ofter that date and time for
construction of improvements to 0.02
mil... of Charles Avenue" County,
Road No. 654109, 0.15 ",i1e;'ol
Oak Bay Road, C~unty RocdNo.
940407, 0.08 miles of Flog:er Road,
County Road No. 952707, ond 0.11
mile. of Oak 8ay.Rood.County
Road No. 569908, C.R.P. 750, in
Jefferson County, by grading, drain-
ing and widening the roads entering
the Oak Ray'Flagler Intersection' to
provide left turn channelization, ii,
lumination and varioulO other work as
de.cribed in the contr<lct document..
Maiori~ms of work will be. Clear-
ing and Grubbing, Removing
Asphalt Concrete Pavement, Road-
way' Excavationl Embankment
Compadion, Water, Gravel Bas.~
Crushed Surfacing Top Course. In'
stalling Plain Concrete Culvert Pipe
18 in; Diometer, A.phalt Concrete;
Pavement ,Closs B, (Wearing), I
A.pholt Concrete Pa'/ement Class 8 I
(Leveling). Aophalt Concret"Pove-
mant fo.r Preleveling Clcss B/ Paint'
Stripe, Traffic Control Labor, il-
lumination Sy.tem, .....ding and fer-
tilizing.,
Bid. sholl be .ubmitted in accordance
with the plan. ,and specification. on
file at the olliee of the DirettoI' 01
public . Works,' Courthouse, Pori
Townsend, Washington, where
'copies may' be' obtained by
depo.ltlng 525,00, The dep'o.lt will
b" refunded if the plans and.
sp"ilications a.... rolurned in. good'
condition within 10 days of bid open-
ing.
Each bid ,hall be occompanied by a
surety bond,po.talmoneyorder,
....ih; .".hi.;., ehOde ."'1' certiliedc/..cJc
payable to'the Treasunir 01 Jefferson
County In the .um of 5% of Ihe bid
amount; . to be forfeit.dto Jefferson
Counly by the succossful bidder If he
IoU. to enler into a contract and fU..
an acceptablo surety bond in th..
amount of 100% of the canlract price'
within ten (10) dayiaf the award, I
Tho boa,d of County Commissioners
reserves the right to relect any and
all bid., and to accept the bid deem-
ed most advantageous to Jefferson
Counly and to wolve alllnlormallties
in the bidding,
Jefferson County In acco,dance with
Title VI of the. Civil Right. Act 01
1964, 78 Slat, 252, 42. U.S,C..
2000d to 2000.4 and Title 49, Code
of Federal Regulations, Dopartment
of Transportlon, .ubtltle A, Olllce of
the Secrotary, Port 21, non.
dlscrlmlnt:l,lon . In. Federally a..lste.d
prollrarftli,':'of\'c,ti'.'I;) D.8partl;';onloi,:;,of ,
Transporllon Issucid,'ptinuant 'o'such
Act, horoby notlflos all blddon thallI
wl1\ afhrmatlvoly In.ur. tho' In any
contractontorod Into punuanllo thl.
advortlsom'.rit;mlnorlty bu.lne..
ent.rprlse. wl1\ bo ,afford.d lull op.
portunlty to submit bids In re.pon.e
to thl, Invltlatlon and will not bo
dlscrlmlnat.d against on th. ground.
of rat.e, color or national origIn In
con.lderatlan 01 an award,
Oat.d thl. 24th day of July, 1989.
Board 01 County Commlsslan.n
O.o,g. C. Brown, Chair I
10598,9 I
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Affid~vit of Publication
STArE Of WA5HINGTONI
COUNTY OF JEfFERSON)
FRANI( W GARREO. being sworn, toys he 1\ the publl,ht'r d
Ii'll' ocrr TownsendlJefferson Counly Leader, 0 wee~l)'
ne.....spc:p..r which has been flitcb/r,ned. published in the Englrsh
longuoge and CIrculated conlinuously os a wee!.ly newspaper
,n IhO!' lo.....n 01 Porr T.own~l!Hld. in SOld County cnd SIole. Qnd for
gel.nerol clrculallon In SOld counly '~r more Ihon ,i~ 16) monltu
prior fO the dole of the lint publicatIon of the Narke herelo at.
rached, and ''''at Ihe said Pori T awnsend/Jefferson Caunly
leader -os on Ihe 27fh ~ay of June 1941, approved os 0 lagal
newspaper by. the SuperIor Courl 01 said JeHenon County, and
Ihal annexed" Irue copy of Ihe
Notice to Contractors
Call for Bids
CRI tE @ ~ !l ;;,j^
I~~ ~~~~
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.; 1.....V.J
JEFFERS,',., ,~, U,'i',,!
BOARD OF COMryiiSSIO~W\S
OS it apP!,ared in the regular and en'ire issue 01 said paper ilself
and 1'01 In 0 supplemenl thereof for a period 01
two
.._.___________conseculive weeks. beginning on the
2nd August
______~_____~___day 01_____.,
1 B9
9~.____.
and ending on Ihe___9_thday oL_uAu9_U5_t__ _
19:-a~_, and fhot said newspaper was regularly distributed
to 115 sub~cribers during 011 of this period. That the lull amount
of S _1 54 .-0 O_has been paid In fUII'JJ::;1' 'n ale of S5 50
per column Inch for 0 Insorflon
_~L., _ ~_ _
Subscribed and sworn to befort7 nle l"'js_~_.1;.J:tday 01
.__l\ug_~s_t _ , 19 _B!j
~;4!:~
WashIngton. residing at Hadlock,
"',, 1'.~ rtri," 391~~
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Affidavit 'of Publication
STATE OF WASHINGTON)
COUNTY OF JEFFERSON)
FRANK w. GARRED. being ~worn. say' he is the publisher, of
the ~c.rl Townsend/Jeffenon County L~ader.. a weeKly
newspaper which has been 8S1oblished. published In the English
:~~~~~~=no;,dp~;~~~~en~eC:~.'ii~U\~~dlt:~n~/~~~~~,;,:~~~~~~;
STATE OF WASHINGTON .. '-"-_:.. ...;d county for more ,hon siK 161 monlhs
h' publication of the NOlice tUHelo a'.
COUNTY OFJ!:FFERSON ~id Po" Townsend/Jefferson County
fn tho maner nf: ry of June 1941. approved as a logal
Reviling Q county prolm deslglSGted as' CR0738. roT~~;' of said Jefferson County, and
RESOLUTION NO. 46-89 46- 8 9
IT IS HEREBY RESOLVED Ihat The Oak Bay-Flaglor Rd. Inlersectlan, Oak Bay-
Road Log No. 940407, 569908, 952707, from M.P. 0.80 to M.P. 0.96 be Ie 1 Road Inter-
Improved o. follow" Re-align, grade, drain, surface, channelization, II. ig . er
luminallon. t~on
IT IS FURTHER ~ESOLVED that an appraprlatlon from the afflclally ,
adopted road fund budget and based on the counly engineer's estimate Is
hereby me,!. In the amounts and For the purpose shown:
PURPOSf PRMOUS PRESENT
APPROPRIATION J\PPROPRIATlON
$20,700.00 $20,700.00
1$13,418.00 F.A.S.) 1$13,419.00 F.A.S.)
$50,500.00 $50,500.00
($41,670.00 F.A.S.) ($41,670.00 F.A.S,)
$71,200.00 $71,200.00
($55,088,OO F.A.S.) 1$55,099.00 F.A.S.)
Construction: $195,000.00 $264,500.00
($154,179.00 F.A.S.) $220,409.00 F.A.S.)
X Contracl
Total $256,200.00 $335,700.00
($209,267.00 F.A.S.) ($275,496.00 F.A.S.)
X This prolecl Is Included In the afflclally adopted annual road program as
Item Na. 2.
IT IS FURTHER RESOLVED Ihat:
X The conslructlon Is 10 accampllshed by cantractln accordance with R.C. W.
36.77.020 el. seq.
PASSED AND ADOPTED THIS 22nd DAY OF May, 1999.
90ARD OF JEFFERSON COUNTY COMMISSIONERS
George C. Brown, Chalrrnan
SEAL.
ATTEST,
Lorna L. Dalaney, Clerk of the Board
Engineering
Right of Way
Acquisition
Sub.Total
jgular and enlire j"ult of ,oid popor iUlll'
"llheroof lor 0 period of
I co"o"'''O woo~" b09,"nlno on 'ho
'1:-01 ~ay.. 19-.89..
(LSHt,y 01. _._..__..,_lo!~L..
laid new'pap.' WOI regularly dlllribuled
0011 of Ihi. period. Thol the full amount
,belln p oid In lult, a~'h. '.01 S.5.50
l",.rlion,
t.ld. ........ .
Sulnc,.t~r ~;(~l'''''(Hn It! btl'u,n m,. Ihh,_3,,1.~:tdoy of
1,'0'.
'15 ''';
I.,.
lViay .1989.
t 'I. ct') g! '/
. .' t'! ,ii, '. . ,1.1 ",~'t
J J:J-. ".....,.... 'r_ "",t._
(.., - oj') N"lnry Put. lC'in o~d lor Ihll SInl" 01
O(l~ .(J256~$hingl,,". ,.,lding Of Hndlock.
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STATE OF: Upon award of t
COUNTY I successful blddors
,., ..."thal The Deportmont
Rovlllng tI 11lll1llV'pVC/, PERFORMANCE SECU
, !/,. ;'ROOIUTlf of 10/0, a perform
IT IS HEREBY RESOLVED. thaI, ,bill of solo.
Road Log No. 940407,'~~98; 9, ,Copies olthe So/
Imprav~d as fo"ows:.R~~lIgn?ll~fice, ClaUam Cou
lumlnatlon. "; '.':;: ""'.. Region Headqua
IT IS FURTHER RESOLVED th Courthouse Port
adopted rood fundbudgotond bl: Timber sold separ
heroby mode In ths amount. and I the lox pcM may
PURPOSE PRMOIIS. '".. business of. harv
APP!lOFRIATION 84.33.041. .
$20,700.00 . .
(513,418.00. F.A j COUNTY: Clallam
$50,500.00 .) SALE NAA4E: Olson
1$41,67MO. F..A; LEGAL DESCRIPTIO.N'
$71,200.00 ..' COMPRISING Al'PR0
($55,088.00 F.A' board flier of ced
Construction: $185,000.00. MINIMUM ACan
($154,179.00 F.. PERFORNIANa.SKUR
X Contrac, lOGGINO METHODS:
Total $256,200.00 " EXPfRATlONDATElS
($209,267.00 F. Purchaser ~I/Ib,
X This prolect II Included In the 0 COUNTY' C""I"':"
Itom No.2. ' 'a .am
IT IS FURTHER RESOLVED. tho' mE NAME, Ollon
X The canltruc,ion II 'A occomplll CO:.r~SlESCRI"'ON'
36.77.0200'. loq. b N8 """'0
PASSED AND ADOPTED THIS Mml"d feol of cocla
BOARD OF JEFFERSON COU~ PUFO UM ACan
George C. Brown, Chairman lOOGI~MlTNa
SEAL: EXPlRA HODS,
ATTEST, " h TlON DATI, S
Lorna L. Delaney, Clerk of ,he El ~I",;~ ,oo"or may 0'0
conllrucl I'
Engineering
Right of Way
Acquisition
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Affidav1f'of Publication
STATE OF WASHINGTON)
COUNTY OF JEFFERSON)
FRANK w, GARREO. being sworn. says he is Ihe publhher of
Ihe Pc.rl Townsend/Joffenon Coun.y leader, a weekly
newspaper which has been established, published in .he EngliSh
lunguaqe ond circulated continuously as a weekly newspaper
in the lown of Port Townsend, in said County and Slale, and for
general circula'ion in soid county lor more ,hen silt (6) monrhs
prior 10 'nft dare olthe linl publication oflhe Notice hereto at.
lached. and ,hat .he said PorI TownsendfJefferlon County
~::~;~;~rs b; ,Ihh: ;:;~r~~: CO~~r~noj ~:i~ ljefr::~~~Cdo~~I~~eogn~
thol annelCed is Irue copy oflhe
Resolution 46-89
eRa 738 The Oak Bay-
Flagler Road Inter-
section
as II appeared in Ihe regular and enlire inue of .aid paper ihelf
and no' in 0 supple men I .hereof lor a period of
one
_ ,_consecujjye weekl. begin nino on the
31st
day 01 ......,~<Iy..... Iq".89._.
and "ding on ,h. ~ l..f>.liny 01 . __''_._. ,,'"'' . 1'I_~y
IQ 8 ~ H" and that laid n1twlpaper WD' regularly dillribUled
10 its subscriber' during all of Ihi. period. Thai the full amount
01 s6 0 '50~... ,,' . been paid in lull, a;a:::lhft Ie of S5,~O
pM column inch fa' In.''ttlof'l.
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Affidavit 011 Publication
STATE OF WASHINGTON)
COUNTY OF JEffERSON)
:~ein9 sworn, says he is .he pubHsht'r cf
'-,flenan Counly leader, 0 W(!I'~!y
,!en lutablished, published in the En911~h
~~ conti,nuously 0$ a weekly newspo,..u;!r
~ond. In said County Qnd Slale. Qnd lor
Revising a <oUnty proJect" designated as CR0738 .. .... ct.ld county for more than silt (OJ montns
. IT IS HEREBY R~SOLVED that The Oak Bay. Flagler Rd. Intersection, Road Lag!l'~' publ;,o"o, of 'he No';" he'e'o "',
7 9' 707 fr M P 080 M 09 d fr P I:Old POtt Townsend/Jefferson Counly
No.94040 ,569908, 52 " om .. . .. to ,P. . 6 an om M. . O.OO;!doy of June 1941, approved 0$ 0 legel
to M.P. 0.20 be improved 05 foUows: nor Court of said Jefferson Counly, and
Ro..align, Grade, Drain,.. Surface, Channelization, Illumination. ~)' of the
. ,IT IS FURTHI:R RESOLVED that an appropriation from the officially adoPted~"
road fund budget and basad an tho county engineer's esllmale is hereby'f, #111-88
'made in the amounts and for the purpose shown: "
PURPOSE PRMOUS APPROPRIATION PRESENT APPROPRIATION '~
'Engineering ,$ 12,000.00 $20,700,00 !'~
.', (9,960,00. F,A.S.) ($13,418.00 F.A.S.) !.
!light of Way "
".Acquisitlon $29,400.00 $50,500.00 ','1
(24,402,00 F.A,S.) ($41'670.00F.A.S.):,\
:SjJb.Toral $41,400.00 $71,200.00 'I
(34,362.00 F.A.S.) ($5,088,00 F.A.S.) , ,t
Construction: $ 180,000.00 $ 185,000.00 I
:" (149,400.00 F.A.S.) (154,179.00 F.A.S.) !
Contract ' rand enllre InUfI 01 laid papor fholf
.~.oT AL $221.400.00 $256,200.00 l .,eo' lu, 0 period of
, , (183,762.00 F.A.S.) ($209,267.00 FAS.) ,
This prolect is included in the officially adopted annual road program as 1.0".' I \ b h
hem No. 2. .:>~. u 1.,0 wee I. og,"mn9 on t 0
':'IT IS FURTHER RESOLVED that: ' , ' I, December 88
The construction is to' be accomplished by contract in accordance with:' "' IQ
'R'.C.W. 36.77.020 et. seq. ; D b
PAssED AND ADOPTED THIS 28th DAY OF November, 1988. \\lay 0'. ecem er
".: BOARD OF JEFFERSON COUNTY COMMISSIONERS ;~ '
'. B,G. Brown, ,Chairman ~~wlpoptlr wo, regularly dhlribulnd
lorry W. Dennison, Member I:'Of Il1i, period. Thollh.) full amount
George C. Brawn, Member [i
t;n ,paid in full, 01 1110 rare of 5.5.50
55y::!J:"iJ ~
STATE OF WASHINGTON
COUNTY OF JEFFEllSOtl
RESOLUTION NO, 111-88
In the ma"er 01:
'ATTEST:
jerdlne C. Bragg, Clerk of the Board
SulHcrlhl1d Clnd ,worn'\.' n.,Ioro me Ihi, 7 th day of
December
. IQ 88
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STATE OFAI)OI'TION. HapPl'
, C!lU~ollPle long.' 10 ado
::: RESOLul~ian inranr. Will pa
In the matI.r of. ~:Iegal expenses. Allor
R.vlslng a C<lan1y profed dtslgnllted "', collecl (206)623-7700
. ,IT IS HERF-BY RE5OI. VE. D that Th, e. O,C1,,~, ',H' :,',>1
No, 940407, 569908, 952707, from ," ,
to M,P. 0.20 be improved aslollc ' ,.',
Re-align, Grade,Drain, Surfcj~:f ~
IT IS FURTHER RESOLVED that anc -...=a '" .,~
'r~ad fund budget and based ?',;' MA VII~:' V()(JRrI
'made in the omounts ond for th., lil1rary wi~eny()u wcl
.PUR~5l , PRMOUs ~ nOl, Now'i:~urr"m:
Englneerong ,$ 12,000.0,0 (lW,,: wit h a'sCI or [
-:' (9,960.00"F, Americnriu'.Mriny "I
Right of Way .,,' Ilona/.resources., IO~
'"A;cquisition $29,40~.OQ price, rromyo~r' Ani
:S.~b-Tatal ~~4i~~~~~ Call .lR5-IOSt:, " I
(34,362.00 I'J'"OJ.sT~;in:' (;11
;Sons,ruction: $180,000~ 7.l2.4RR3.ivi."", ill"~
('49~400. ""g.' "ciCCI Ion '(l/' rail
Contract
TOTAL $221..100.
:.j (183,7,62.1
~~is project Is included'lnth..,
Item No.2. " ,,',
:"IT IS FURTHER RESOLVED thai':';:!
:r~e construction is to:'Il,,',a~i
R.C.W. 36.77.020 .t. ..q....,
PAsSED AND ADOPTED THIS.28th It
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j"rdino C. Bragg. Clerk of th,
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Affidavit oIl Publication
STATE OF WASHINGTON)
COUNTY OF JEFFERSON)
FRANK W GARRED. being sworn. SOys he is the publishe>r of
the Pc.rt Tow"sendlJeffenon Counry Leader, 0 w,,~jdy
newspaper which has been established. published in the Engllth
language and circulated continuously os Q weekly newspOF-'t!'r
in Iha Ie....." of Pon Townsend. in loid County and Slate, and for
general r.ir(ulotion in said county for more Ihon si~ 161 monltn
prior 10 the dOle of .he first publication of the Notice herelo 01.
loched. and thar the soid POri T ownsond/Jefferson County
Leader was on the '271h dol' of June lQ41, appro 'led os a 1"901
newspaper by the Superior CourI of said Jefferson County. and
that annexed II Iruo copy of Ihe
Resolution 1111-88
eRG 738
as il appeared in Ihe regular and entire inue of said paper itlolf
and nol in a supplemenl Iheroof for a period of
one
consecuIIYe wenk.. beginning on Ihll
7th
day of December, IQ 88
7 thday ot December
and onding on Iho
lQ 88..." nnd Ihnl said nl'twspoper wal rogularly di"ribulod
10 ill lubscribe'" du,jng nil of Ihi, period. Thallhe full amounl
nf s6 0 .50 "01 bllan paid in lull, allhe rote of 55.50
p",co"mn;"i:;:,ti; ~
!tuhlCllhnd unci ,w(tfn t>.l h",I\)I" ml'l _hi. 7 th doy of
December
, IQ 88
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STATE OF WASHINGTON
COUNTY OF WASHINGTON
In the matter of:
x
RESOLUTION NO. 98-89
Revising a county project x
designated as CR0738 x
IT IS HEREBY RESOLVED that Oak Bav - Flaqler Rd
Intersection
Road Log No.940407. 569908. 952707
from M.P. ~ to M.P. ~ and from M.P.~ to M.P. ~ be
improved as follows:
Re-align, Grade, Drain, Surface, Channelization, Illumination
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
PRESENT APPROPRIATIO~
Engineering
$20.700.00(13.418.00 F.A,S.l
$20.700,00(13.418.00 F.A.S.l
Right of Way
Acquisition
$50.500.00(41.670.00 F.A,S.l
Sub-Total
$71.200.00(55.088,00 F.A,S.l
$45.000.00(37.498.00 F.A.S,l
$65.700.00($50.916.00 F,A.S.l
Construction:
.lL Contract
.lL'County Forces
$264.500,00(220.408,00 F.A.S.)
$312.500.00(260,406.00 F.A.S.)
TOTAL
$335.700.00(275.496.00 F.A.S.)
$378.200.00(311.32~.00 F,A.S.)
.lL This project is included in the officially adopted annual
road program as Item No.---2--.
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:
.lL The construction is to be accomplished by contract in accordance
with R.C.W. 36.77.020 et. seq.
.lL
The construction is to be accomplished by County forces in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
to ~ DAY OF pi:? r/..p/W...frvr_, I q ZCl.
BOARD OF JEFFERSON COUNTY COMMISSIONERS
. 4....~.... - rL-~~1-o--t.
Chairman
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M~ember " .. j)
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M er .
PASSED AND ADOPTED THIS
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ATTEST:" .' ,. .-;-
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In tne matter ot.
STATE OF WASHINGTON
COUNTY OF JEFFERSON
'x
RSSOLUTIOH HO. 46-89
~i I Revising a oounty X
project designated as X
CR0738. X
IT IS HEREBY RESOLVED tnat The Oak Bay - Flagler Rd. Intersection
Road Log No. 940407, 569908, 952707
trom H.P. 0.80 to H.P. 0.96 and trolll H.P. 0.00 to H.P. 0.20
improvod as-rol~ows. ----- ------
Re-align, Grade, Drain, Surface, Channelization, Illumination
IT IS FURTHER RESOLVED tnat an appropl'iaUon trom the
offioially adopted road fund budaet ~nd baaed on the oounty
engineer'S eatimate is nereby mad~ in tn~ amount a and for the
purpoae snown.
PURPOSE
PREVIOUS APPROPRIATION PRESENT APPROPRIATION
$20,700.00($13,418.00 F,A.S.) $20,700.00($13,418.00 F.A.S.)
Engineering
Rignt ot Way
AcquiSition
Sub-Total
$50,500.00($41,670.00 F.A.S.) $50,500.00($41,670.00 F.A.S.)
$71,200.00($55,088.00 F.A.S.) $71,200.00($55,088.00 F.A.S.)
Construe tion. $185,000. 00(154,179. ~ .A. s.) $264,500.00($220,408.00 F .A,S.)
x Contract
=County Foroes
TOTAL $256,200.00($209.267.00 F.A.S.)$335,700.00($275,496.00 F.A.S.)
~Tnis project is included in the off10ially adopted annual road
program as Item Ho. 2
__The project is hereby made a part ot the officially adopted
annual road program in acoordance with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that.
~The construotion is to be acoomplished by contract in accord-
ance with R.C.W. 36.77.020 et. aeq.
__Tne construction is to be accompliShed by county torces
accordance witn R.C.W. 36.77.060 and W.A.C. 136.18.
PASSED AHD ADOPTED THIS .;2)L. <!JI! DU OF ~a..~
BOARD OF JEFFERSOU COU TI
c~-tt-~L-- €-.~
Chairman
in
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COMMISSIONERS
Hember
~~
Hember
ATTEST,
~<YJ114 ~ /1-f?c<c,\ ~
Clerk ot the Board
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In tbe matter or,
STATE OF WASHINGTON
COUNTY OF JEFFERSON
'J!
RESOLUTION NO. 111-88
--~~ I Revislng a county X
project designated as X
CR0738. X
IT IS HEREBY RESOLVED that The Oak Bay - Flal':ler Rd. Intersection
Road Log No. 940407, 569908, 952707
from H.P. 0.80 to H.P. 0.96 and rrom H.P. 0.00 to M.P. 0.20
improved a;-rollows. ----- ------
Re-align, Grade, Drain, Surface,Channelization, Illumination
,
be
IT IS FURTHER RESOLVED that an appropriation trom the
off101ally adopted road tund budget and based on the oounty
engineer's estimate is hereby made ln the amounts and tor the
purpose shown.
PURPOSE
PREVIOUS APPROPRIATION
$12,000.00(9,960.00 F.A.S.)
PRESENT APPfiQPRIATION
$20,700.00($13,418.00 F.A.S.)
Engineering
Right of Way
Acquisition
Sub-Total
$29,400.00(24,402.00 F.A.S,)
$41,400.00(34,362.00 F.A.S,)
$50,500.00($41,670.00 F.A.S.)
$71,200,00($55,088.00 F.A.S.)
Construction. $180,000.00(149,400.00 !:A.S.) $185,000.00(154,179.00 F.A.S.)
X Contraat
=County Foroes
TOTAL $221.400.00(183.762.9~F.A.S.) $256,200,00($209,267.00 F.A.S.)
~This project 1s 1ncluded in the oftic1ally adopted annual road
program as Item No. 2
__The project is hereby made a part ot the oft1c1ally adopted
annual road program in aocordance with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED that.
~The construction 1s to be accomp11shed by contract in accord-
ance with a.c.w. 36.17.020 et. seq.
__The construction 1s to be aooomplished by oounty to~ces in
accordanos with R.C.W. 36.77.060 and W.A.C. 136.18.
PASSED AND ADOPTED THIS ,;'2..9~ DAY OF ~.1...b,). L'/??P.
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BOARD OF JEFFERSON COUNTY COMMISSIONERS
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ChairmAn
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Hembll
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$41,400.00($34,362.00 Fed. Aid-FAS) j
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$ 180,000.00($149,400.00 Fed. Aid-FAS)i
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STATE OF WASHINGTON
COUNTY OF JEFFERSON
'x
In the matter otl
RESOLUTION NO. 40-88
~~ I Revising a county X
project designated as X
CRO 738. X
IT IS HEREBY RESOLVED that The Oak Bay Road-Flagler Road Intersection
Road Log No. 940407. 569908. 952707
from H.P.~ to H.P.~ and trom H.P. o.~ to H.P.
imp~oved as tolloWSI
Re-align, Grade, Drain, Surface, Channelization, Illumination
0.20
IT IS FURTHER RESOLVED that an appropriation trom the
officially adopted road fund budget and based on the county
engineer'S est1mate is hereby made in the amounts and for the
purpose showol
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PREVIOUS APPROPRIATION
PRESENT APPROPRIATION
PURPOSE
$12,000.00($9,960.00 Fed. Aid-FAS)
$12,000.00($9,960.00 Fed. Aid-FAS)
Engineering
Right of Way
Acquisition
Sub-Total
$6,000.00($4,980.00 Fed. Aid-FAS)
$18,000.00($14,940,00 Fed. Aid-FAS)
Construotionl $82,000.00(68,060.00 Fed. Aid-,FAS)
X Con tra~ t
=County forces
TOTAL
,
be
~This project is included 1n the off1cially adopted annual road
program as Itom No. 2
$100,000.00($83,000.00 Fed, Aid-FAS)$22l,400.00(183,762.00 Fed. Aid-FAS)
__The project is hereby made a part ot the officially
annllal road progralll in accordance with R.C.W. 36.81.130.
adopted
IT IS FURTHER RESOLVED thatl
-xThe construction is to be accomplished by contract in accord-
ance 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 ~;t . /~~ .
BOARD OF JEFFERSON COUNTY COMMISSIONERS
~
Chairman
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OAK BAV ROAD - FLAGLER ROAD INTERSECTION IMPROVEMENT - CR0738
REAL COST ESTIMATE FOR RIGHT OF WAV ACQUISITION
PARCEL NO. DESCRIPTION ACQUISITION APPRAISERS NEGOTIATER TITLE TOTALS
ca.u> . PEE FEE FEE
901122001 S . 12T29NRIW
OOV. LOT 1 52720.00 $400.00 5250.00 $65.00 $3435.00
901121005 S . 12T29NRIW
TAX 11 $290.00 $400.00 $250.00 $65.00 51005.00
BAV VIEW ADDITION
931800601 BLK 6 LOT 1 51885.00 $400.00 $250.00 $65 .00 $2600.00
931800602 BLK. 6
LOT 6-8 '" 10-13 $1525.00 $400.00 5250.00 $65.00 $2240.00
931800603 BLK. 6 LOT 14 $80.00 $400 .00 $250.00 $65.00 $795.00
931800604 BLK. 6
LOT 15 '" 16 $1825.00 $400.00 $250.00 $65.00 $2540.00
931800701 BLK. 7 LOT 1 $50.00 $400.00 $250.00 $65.00 5765.00
--II-
CJlu. 931800702 BLK.7 LOT 2 $375.00 $400.00 $250.00 $65.00 $1090.00
-0
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~:::; LOT 3 '" 4 5570.00 $400.00 $250.00 $65.00 51285.00
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~~)
Zf- 931800707 BLK. 7 LOT 13 $315.00 $400.00 $250.00 $65.00 51030.00
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ww.' 931800708 BLK. 7 LOT 14 5240.00 $400.00 $250.00 $65.00 $955.00
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g~ 931800709 BLK. 7 LOT 15 $145.00 $400.00 $250.00 $65.00 5880.00
Cl!::
~~' 931800802 BLK. 8 LOT 3 $55.00 $400.00 $250.00 $65.00 5770.00
t;: [3i $65.00
- I 931800803 BLK. 8 LOT 4 5335.00 $400.00 5250.00 51050.00
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u- 931800806 BLK. 8
t= ~i
o ' LOT 5 '" 6 $595.00 $400.00 5250.00 $65.00 51310.00
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KUIINSVILLE
966000302 BLK,3 LOT 3 $50.00 $400.00 $250.00 $65.00 $765.00
966000303 BLK. 3 LOT 4 $410.00 $400.00 $250.00 565.00 51125.00
,"'.. 966000401 BLK. 4
LOTl&8 5605.00 5400.00 5250.00 $65.00 $1320.00
0 966000701 BLK. 7
LOT 1 o!Ir 2,
7'" 8 $1110.00 S~OO.OO 5250.00 $65.00 51823.00
966000801 BLK. 8
LOT 3 o!Ir 4 $30 . 00 $400.00 5230.00 $615.00 5763.00
0 TOTALS 513493.00 $8400.00 $5250.00 51363.00 528510.00 I a 0
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In the matter ofa
STATE OF WASHINGTON
COUNTY OF JEFFERSON
'I
RESOLUTION NO. €4-B7
Initiating I ~.1~ a county X
project designated as X
CR0738. X
IT IS HEREBY RESOLVED that the Oak Bay Road-Flaqler Road inter-
section
Road Log No. 940407. 569908. 952707
trom H.P.~ to H.P.~ and from H.P.~ to H.P. 0.20
lmproved aa to~~owaa t','jI'?
Re-align. grade. drain. surface. channelization.
.
be
IT IS FURTHER RESOLVED that an appropriation trom the
ofticially adopted road tund bUdget and baaed on the county
englneer'lI eatlmate la hereby made in the amount a and tor the
purpoae ahowna
PURPOSE
Engineering
Right of Way
AcquiSition
Sub-Total
PREVIOUS APPROPRIATION
-0-
PRESENT APPROPRIATION
$12.000.00 ($9.960.00 Fed. Aid-FAS)
-0-
-0-
-0-.
$ 6.000.00 ($4.980.00 Fed. Aid-FAS)
$18.000.00 ($14.940.00 Fed. Aid-FAS)
$82,000.00 ($68.060.00 Fed. Aid-FAS)
Conlltructiona
~Contract
...l.County Forcea
TOTAL -0- $100,000.00 ($83.000.00 Fed. Aid-FAS)
-1This 'project is included in the officially adopted annual road
program as Item No. 2
__The project is hereby made a part of the offioially adopted
annual road program in accordance with R.C.W. 36.81.130.
IT IS FURTHER RESOLVED thata
jLThe oonstruction is to be accomplished by oontraot in accord-
ance with R.C.W. 36.77.020 at. aeq.
~The con3truotion is to be aooomplished by county foroes in
accordance with R.C.W. 36.77.060 and W.A.C. 136.18.
PASSED AND ADOPTED THIS ~kl DAY OF ,(?~~r , Ift/.
BOARD OF JEFFERSON UNTI COMMISSIONERS
, i!:ii::zr~AMt~
Chairman
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H8lIIber
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ROUTE,TO~ ~ INITIAL :T I
0 ~ ~I~IANI UIK~CtOR ~ [3' ACCOUNTING 0 0
0 ROAD SUPERINTENDENT 0 BOARD OF COUNTY
CQ'-'MISSIONERS 1f2L
I:JA'DNSTRUCTlON ENG INEER ~ ~~
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
PROJECT/WORK AUTHORlzATION
AREA
OA/~ gAy
AREA CODE: ji~~
PROJECT No:l C~ I ~0138
at/I
PROJECT NAME OAfr: /!J.A'I -':::t!.AG~4'/! IUJ. I/JT.
TYPE OF WORK T 1JrEtl. :5 a nc 'l1
/1Y.~lZdvJe ""'- t:!.AJ r
BREAKDOWN OF WORK ITEMS:
E-vc, ,,,-,€6'a I-V (~ r: f's f €)
R/w
COST ESTIMATE:
/2,0<::)D.OO
r.. O<::)() , 00
~ 000 ." {)
-<1.//3 70 T1f:l c....
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nno 1'l0
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TOTAL:
-5.
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BY:
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APPROVED: ~'7' 19R2
BY: DIR~~~Bf~
SUBMITTED
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TEL NO: 20r 153-7201
l:l874 P02
Clt6 73 e
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I'ROJBCT KNO.CJEHENT REVIEW (PHlU - CJl. aClBft~Y
&GarCYr j~~f"€.1.'Sov C.O. DATil:
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APPROVING AUTHORI'l'Y
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DESIGN APPROVAL
PSliE APPROVAL
TIED arcs
CONTRACT AWARD
CHANGE ORDERS
PREL%MIRARY ZHGJHBBRrBlJ:
DATE ,'".!. ~",,,,>. &/3 Ie?
DATE ..E!-lTtJ~ ~/z 2' /88
NI.IJ '
, YES NO
- ,~-
YES.:t.- NO_
~~~eJ-JT"::::>
DESIGN APPROVED BY: B,O,CC-.
PS liE APPROVED BY: JJ b'S P->-l~' 'So frAJ'?
AGENCY SUPPLIED MATERIALS APPROVED BY:
SOLE SOURCE ITEMS?
%F YES, FJfWA APPROVAL DATE:
CHANGES IN SCOPE, LIMITS, CHARACTER, COST?
IF YES, FHWA APPROVAL DATE:
TIED BIDS APPROVED BY:
DATE
aDVJl:RTI~%HQ Ir a~p~:
FHWA CONSTRUCTXON AUTHORIZATION DATE:
ADVERTISING DATES: t: ,'7 8 0, S')
THREE WEEK ADVERTXSING E 100 YES
AFFIDAVITS OF PUBLICATION IN FILE? YES
BID OPENING DATE: 7?;'//<I(l5'1
AWARD DATE: t!>/?,f(~,c;
AWARD TO LOWEST 8IDDER? YES~ NO___
IF NOT, EXPLAIN WHY NOT:
CONTRACT EXECUTION DATE: '1./ H l S'i
CONTRACT AWARD AMOUNT: $ Vo"J, f&,/. 5 . ~ \
AWARD INFORMATION 'l'RANSM1.TTED TO WSooT? YES ')( NO R, ;1f'1
FI:RST WORJaNC DAY: q - Z5 - f''l NO. OF WORKINGI5AVS: """f'Z.-
NO. OF WORXI:NG DAYS COMPLETE: Lj-z.-
PRECONS1~UCTION CONFERENCE MI~VIEW:
COMMENTS:
MINUTES SENT TO:
STATE AXD nNGR.? YES NO ~
CONTRACTOR? Y2S--- HO ~
ALL INVITEES? YES= NO_ ~
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COlf8'l'RUe'1'IOR COIl'l'RAC'l' 1UlMINl:B'l'ItATIOHI
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$ -","", ~17.oo
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SPECIALTY ITEMS SOB8ED: }.W/Y)/UfmON $t'S. MOUNT: $ "3<Y, B 77.00
PERCENT OF CONTRACT SUBBED: 16,~4 ,
ALLOWABLE _ (CONTRACT AMT. - SPECIALTY ITEMS) 0.60 .11, ;;7,27'2,,17
CIDlfdJl ORDZRS:
VZllBAL DI'I''PM
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CLAIMS BY CONTRACTOR?
COMMENTS ~
COMMENTS
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YES_ NO../
PROJECT DXARXES , INSPEC'1'OR'S D1\ILY REPORTS SIGNED AND UP
TO DATE? tES~ NO_
tt1YROLLBI
WAGE RATES INCWDED IN CONTRACT?
PAYROLLS ON FILE?
CERTIFIED BY CONTRACTOR?
CHECKED , INITIALLED 8Y AGENCY?
YES ./ NO
YES:';;;: NO
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II' YES, HOW RESOLVED?
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MONTHLY UTILJ:ZATION REPORTS FILED
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BEO COMPLIANCE ON.SlTE REVJ:EWS CONDUCTED?
PR-1391 ON PILE ~ SENT TO DIST. STATE AID?
COMMENTS:
YES '" NO
YES- 1(0)(
YES= NO
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TRAINXNG GOAL SET? YES NO )(
TRAINING PLAN APPROVED BYMENCYz
TRAINING GOAL MET? YES NO
COMMENTS: - -
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YES NO
HOURS-
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DBE GOAL SETS $ JJO ~
DDE CONDITION OF AWARD AMOUNTI $
HOW WAS Dag CERTIFICATION VERIFIED PRIOR TO AWARD?
DBE ON-SITE ~IEW CONDUCTED FOR EACH SUB?
CHANGE ORDERS - AFFECTS ON DBE' s:
ADDITIONAL WORK PROVIDED TO DBE'B1
ANY CHANGES 'to DBE COALS?
APPROVED BY STATE AID ENCINEER?
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YES_ NO-
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COMMENTS:
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BlUDGE ItAZL - CRASH DSTED DESIGN USED? YES_
(lfBW CONSTRUCTION ONLY, ANY FUNDING PROGRAM)
C:O~"'M ClOKPIII'1'%OR.
COHPLETXON DATE. ~ -' I 7 - c; 0
COMPUlTION LE'l"l'ER 'l'O CONTRACTOR DATE: "t;~ I 7 f 9 ()
END OP PROJECT MATERIALS CERTIFICATION FR M PROJECT
ENGINEER TO APPROVING AUTHORITY Di\TE: 10/1(" 190
NO_
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C,<!G "/;;oS
/ 'f: ( tvt<J LaCe at.tJ.;."
Data Required Prior to Advertising
~J<h::.. ~ ~. - rF"~~~ ~~. J;VTZ::-JZ.SE;-C:r7 oN.
Date
Accomplished
I'NN~ ~..c,.
~'".,.. ,<I, I '1 ~9
S6lPr. la"I'lS'l
CBEC~LXST POR CXTY AND COUNTY FEDERAL AXD PROJECTS
Part I
1.
Notice from the
been authorized
and IA).
State that construction funds have
by FHWA (see Attachments Nos. 1
c...., "~n.r. Tb
~ ";",,.......
Notice from the State that tied bids are approved,
if applicable (see Attachments Nos. IB and IC).
2.
3.
Notice from the State that a State Contract No. has
been assigned (see Attachment No; 2). A telephone
request from local agency for a contract number is
satisfactory if other steps in this Gection are
completed.
Notice from the State that DBE/WBE goals have been
assigned by State (see Attachment No.3). An
itemized estimate of cost from l~cal agency is
normally required by State prior to this step.
PS&E review by DiDl~ict State A10 ~n9ineer, if
desired by local agency. ~5" ~ i:7lI6i,fJcY7:&'
6. In addition to the above, CA agencies will include
the following written approvals by their approving
authority in their project file.
4.
5.
a. Design approval (this clears the project for
PS&E preparation).
b. PS&E approval
c. Authority to advertise
The approving authority for these actions will
usually be the Director of Public Works or
Agency Eng~neer.
7. Notify the District State Aid Engineer of the date,
time, and place of bid opening. (Telephone
or letter).
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CBECltLIST POR CITY AND COUNTY PEDERAL AID PROJECTS
Part II
Data Required Following Award
1. Award letter with DBE/WBE subcontract data (see
Attachment No.4).
2. Notification of Award to Prime Contractor, if it
is a separate letter from No. 1 (see Attachment
No.5) .
3. Bid tabulations, certified by local official (see
Attachment No.6).
4. Form FHWA PR-45 (see Attachment No.7). This is
requested only on F.A. Urban System projects with'
a contract amount greater than $500,000.
Date
Accomplished
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The data in Items 11-1 through 11-4 should be submitted to the ~~./~:~
District State Aid Engineer as soon as it is ready. This .houl~~D
be within ,two weeks following the date of award. ~.'Z.9)I'lg,
5. Invitation to Preconstruction.Conference (see
Attachment No.8). This may be either by
telephone or letter.
6. Minutes of Preconstruction Conference (see
Attachment No.9). Suggested Preconstruction
Minutes will be found in LAG V-lB-l.
The data in items 11-5 and 11-6 should be submitted to the
District State Aid Engineer in timely fashion.
7. In addition to the ~bove data, the Agency's project
file should contain written Concurrence in Award
by the Agency Approving Authority when that Authority
does not sign the award letter(s). This could be in
any of several forms,' including letter, memo,
resolution, council minutes or 1.
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CHECKLIST FOR CITY AND COUNTY FEDERAL AI~ PROJECTS
Part III
Data Required Following Project Completion
1.
Send Notice"of Completion to Contractor, copy to
the District State Aid Engineer (see Attachment
No. 10).
2.
Send Notice of Completion and Request for Final
Inspection and Acceptance to the District State
Aid Engineer. This should be done within 15 days
of work completion (see Attachment No. 111.
Send completed DOT Form 421-023, Affidavit of
Amounts Paid MBE/WBE Participants, to District
State Aid Engineer (see Attachment No. 121.
Send completed FHWA Form PR-47 to the District
State Aid Engineer (see Attachment No. 131. This
is required only on Federal-Aid projects with
a contract amount greater than $500,000,
constructed on the Federal-Aid Urban, Interstate,
and Primary Systems.
A completion letter from the project engineer to
the approving authority, certifying the materials
and construction, should be placed in the Agency'.
project file.
When we receive your completion letter, we will
notify you that we will close the construction project
in gO days. You must submit your final bill for the
work within ~hat length of time. The preliminary
engineertng'and right-of-way work orders (if .till
open) will also be closed at the end of the gO-day
period.
There may be outstanding costs on the project, such
as right-Of-way settlements, remaining work by
railroads or other public utilities, other contracts
under the same Federal-Aid Number, and the like,
which you know'will not be completed within ninety
days. If this is the case, you should advise the
State in writing why work orders for specific phases
should remain open.
3.
4.
5.
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Department of Transportation
Transporlation Buildtng KF.Ol
OlympIa. Washington 98504.5201
(206) 753,6005
DU8ne Berent.on
Secrelal y ollransporlahon
May 6, 1991
Mr. Larry Dennison
Chairman County commissioners
Jefferson County
1820 Jefferson street
Port Townsend, WA 98368-5724
Jefferson county
Oak Bay-Flagler Road
RS-P161(OOl)
project Management Review (PMR)
Dear Mr. Dennision:
The Federal Highway Administration (FHWA) and the WSDOT Local
Programs Division annually conduct project Management Reviews
(PMR) of selected cities and counties that administer road and
street construction projects that are funded in part by the FHWA.
These reviews verify whether the city or county is following
project administration procedures that are consistent with Federal
and state regulations under the certification Acceptance (CA)
Program.
The CA Program is a delegation process through which the WSDOT
allows the qualified city or county to perform the design and
construction contract administration of projects with their own
staff rather than having the WSDOT advertise, award, and manage
their projects. Federal funding may be jeopardized if the
appropriate project administration procedures are not followed.
Also, these reviews are performed to help insure 'that your agency
continues to qualify for CA.
We conducted a PMR on the Oak Bay-Flagler Road proj ect on April
25, 1991. We found that Mr. Rowe and his public works staff
administered the project with procedures that are consistent with
the CA Program. They are to be commended for their effort and
their professional management of the project.
S~~
~MOON
Assistant Secretary
Local programs
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Lynn porter, FHWA w/attachments
Bob Holcomb, Dist. 3
County CA f He
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1.PROJEcTNO. Ti,COUNTY 3. $TAn
Jl.'iW'l1n.tOO1) . .._-LJefferson W shin ton
~RAiON OF _ROVE_NT ASPROQRAMEO
Realign. grade. widen. drain, surface, channelization, and illumination.
U,S. DEPARTMENT OF TRANSPORTATION
"FEDERAL J..tlQHWAY AQMINISTRATION
FINAL INSPECTION Of FElJERAL.AID PROJECT
~~ 1'F'-k~LE~ ~O -x.:-fs.
SA-IZ72 LS-0637
Ii. CONTRACTOR'S NAMe . --f8.CONiAACT AMOUNT
Lake.Side Industries .----___.--1 $ 263,665.61
'~NOTICE OF COM~l.ETlON: Th, MJotNJ 1I~r<<J project /I~f bPI" torrtplll,'d "nd i. tWdV fo,. (i",,1 lnflH':tion.
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SIGNA~!lE (SHA OFFIC/ALI
TITLE_:;' FUND ALLOCATION ENGINEER____
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Jefferson County Project Engineer estimate $237,273.55 which
above Engineers Estimate
Illumination resulted in an addit10nal $5,000.00 bid. thr
item cost increases,
. i);-'DAfilOFTNSPEl!'f1 N
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'l'his Pl:o;ect: hae oeen eanpleted in reasonl'lbly ';),06o!1 C,;,uruLIlI.iI.:" ....1.11 llll~ dlJJ.lf.tJVP.ll
prospectus. except for the following item which ITUSt: be resolved ~,.
proJect closure:
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qu!:\drant5 of the intcr*ction exceed the maxinun 4" height allowl:lble under' '
c:\1T.rf".nt deDign standl1n1s. Rt>,conrnen~ thllc addi Ciono.L mater.ial be placed "round
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Duane Berentson !
Secretary of Transportation
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Washington State
Department of Transportation
Transportation Building KF.Q1
Olympia. Washington 98504.5201
(206) 753.6005
January 8, 1991
RECEIVl:.D
Mr. Gary Rowe
Public Works Director
Jefferson County
1820 Jefferson st.
Port Townsend, WA 98368-5724
JAN 11 1991
JEFFERSON COUNT
PUBLIC' wnj:ll(C' ....~
Jefferson County
Oak Bay Road
RS-P16l (001)
Dear Mr. Rowe:
Attached for your information and file is a copy of
Supplement Number 5 to city/County Agreement LA-0690 for the
subject project between the State and your local agency.
This supplement decreases your construction funds to a total
of $309,200 ($257,656 federal share).
sincerely,
--r:-Ci2fcJzltUlV-
TOM PLAKINGER
Fund Allocation ngineer
Local Programs Division
TP:lanp
LCR/Pll
Attachment
cc: Bob Holcomb, oist. 3
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AGENCY WASHINGTON STATE FEDERAL AID PROJECT NUMBER
Jefferson County DEPARTMENT OF TRANSPORTATION RS - P161 (001)
OATE CITY/COUNTY AGREEMENT AGREEMENT NUMBER
November 19, 1990 SUPPLEMENT NO. ~ LA 0690
The City/County of Jefferson desires to supplement the agreement entered into and
executed on December 15, 1987 as identified above, All provisions in the basic agreement remain in effect
except as expressly modified by this supplement
The changes to the agreement ere described as follows;
PRO.JECT DESCRIPTION
Name Oak Bay/Flagler Road intersection improvement
Length
0.36
Termini Flagler Road intersection
Description of Work
Realign, Grade, Widen, Drain, Surface, Channelization, Illumination
Reason for Supplement
1) Amounts based on actual costs to date and projected remaining costs.
TYPE OF WORK
(1)
PrevlouI AgroemenV
Suppfomonl
ESTIMATE OF FUNDING
(3) (4) (5)
Esllmated Total Estimated Estimated
Project Funds Agency Funds Fedaral Funds
.....P........ ....L5...l99... .....~...!ilL. ....t2..JVHL..
..... P........ ..... .1...Q99... ....... .Hi 7.., ....... JI.:n...
.....P........ ........Q..... ........Q..... ........P......
o 16 100 2 8 1 8
......0........ ....~.5...Q99... ......5...11~L. ....~9..J.EiL.
.....9........ ..... .1...Q99... .. ..... .l67... ....... JI.:rL..
......0........ ..... 9...Q99... ..... J...!iQ L.. ..... 7 ..A9.!l...
o 45 000 7 502 37 498
..{~.J.QQL... ...??.o...Q9P... ....~.5...Q9L. ...~~4..9.9.L.
...?P.QQ..... ....~7...Q99... .....~...1l3L. ....t4..JJiL.
...!..5.QQ..... ......3...Q99... ........!i99... .....?..5..Q9...
.....9........ ........Q..... ........Q..... ........n.....
..{~.9.QQL.. ....~;...Q99... .....~...:m... ....tl..ML.
...?9.QQ..... ......5...~9L. ........1367... ....A..:U~...
3 300 309 200 1 44 2
(2)
SUpplement
P.E. a, AgencyWork .............. .....1.~.!9.Q..
b, State Services .............. ......1.. 9P.Q..
c, Other ............................ .9.....
d, Total Prelim, Eng, Cost Estimate 16 100
Rlght.o'.Way e. Agency Work .... p .... ?~ .9P9...
f, State Services ..............' ......1..99.0..,
g, Other ..................... ......9..99.0...
h, Total ANI Cost Estimate 45 000
Conatructlon L Contract ............. ;!.7.Ei. ?9.Q..
Engineering { j, Agency Force ... ..1.Q. 9P.Q..
% k, State Force .. .. . .1. . ?9.Q ..
I. Audit .... ................ ........9.....
m, Other .<;9!{S.I1l-'J'M~'L...... .....2.~.99.Q..
n. Other )!~Y..~~91L....... ......~.~9.Q..
0, Total Construction Cost Estimate 312 500
p, TOTAL COST ESTIMATE OF THE
P OJECT 373 600 3 300 3 0 8 08
The local agency further stipulates that pursuant to said Title 23, regulations, and policies and procedures, and as a condition to
payment of the Federal funds obligated. it accepts and will comply with the applicable provisions.
AGENCY OFF. tAL
DOT
By:
WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
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." Department of Transportation
Transportation Building KF.01
Olympia, Washington 98504,5201
(206) 753.6005
Ml:. Gary Rowe
Public Works Director
Jefferson County
1820 Jefferson st.
Port Townsend, WA 98368-5724
Dear Mr. Rowe:
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Duane Berent.on
Secretary 01 Transportation
January 16, 1990
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JAN 19 1990
'--FERS0\\! couNT"
:'\7\"" ." 'Mr"p,KS DEPT.
Jefferson County
Oak Bay Road
RS-P161 (001)
Attached for your information and file is a copy of
Supplement No. 4 to City/County Agreement LA-0960 for the
subject project between the State and your local agency.
This supplement decreases your right of way funds to a total
of $45,000 ($37,498 federal share) and increases your
construction funds to a total of $312,500 ($260,406 federal
share) .
TP:kas
LCR: 11
Attachment
cc: Bob Holcomb, Dist. 3
-l~:'
Sincerely,
-rQ~rp-
TOM PLA:KINGER (J .
Fund Allocation Engineer
State Aid Organization
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AGENCY WASHINGTON STATE FEDERAL AID PROJECT NUMBER
Jefferson County DEPARTMENT OF TRANSPORTATION RS - P161(001)
DATE CITY/COUNTY AGREEMENT AGREEMENT NUMBER
November 6, 1989 SUPPLEMENT NO, 4 LA 0690
The dhy/County of Jefferson
executed on n,::lol"P11lhp'r 1 Ii I 1987
except as expressly modified by this supplement
The changes to the agreement are described as follows:
PROJECT DESCRIPTION
Name OAK BAY/FLAGLER ROAD INTERSECTION IMPROVEMENT
FLAGLER ROAD INTERSECTION
Termini
Description of Work
Realign, Grade, Widen, Drain, Surface, Channelization, Illumination
desires to supplement the agreement entered into and
as identified above, All provisions in the basic agreement remain in effect
0.36
Length
Reason for Supplement 1 )
2)
Adjust amounts based on actual costs and actual bid amount.
Adjust amounts to include extra work due to changed condition.
TYPE OF WORK
(1)
Provlous AgroomonV
Suppfomonl
ESTIMATE OF FUNDING
(2) (3) (4)
SUpplamonl Esllmated Tolal Estimated
Prolae! Funds Agency Funds
(5)
Esllmaled
Federal Funds
P.E. a, Agency Work __ __ __ __ __ _ __.
b, State Services _ __ _ _ __ __ _ . __ _
c, Other .. _ .. .. __ .. . __ .. _ . .. .
d, Total Prelim, Eng, Cost Estimate
Rlght.o'.Way e,
f, State Services
g, Other
h, Total Rm Cost Estimate
Construction i. Contract _ . _ . . . . . . .
Engineering {j, Agency Force
% k, State Force
I. Audit _ .. .. . .. .. _ .. .. . . . .. .
m, Other _ Con9ul.t:an t........
n, Other -Day . Labor ...... _"
0, Totel Construction Cost Estimete
p, ~06~LgOSTESTIMATEOFTHE 330,600 43,000 373,600 62,278 311,322
The local egency !uMher stipulales thel pursuant 10 sold Tille 23, regulations, and policies end procedures, and as a condition 10
paymonl of the Federal funds obligated, It accepts and will comply with the applicable provisions,
AGENCY O~IAL
~.4 WASHINGTON STATE
By:~'t. ' ~,;;f.,c,;.,"t/;;;".~...,,~1';::o.f-< ......,.. J,ARTMEm OF TRANSPORTATION
L~ By: ,CJ.~
!-/~~:,~5ttJtV-L_UL.~\'" QiC 22 1989
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Washington State
Department of Transportation
Transportation BUilding KF.Ol
Olympia. Washington 98504-5201
(206) 753.6005
Mr. Gary Rowe
Public Works Director
1820 Jefferson st.
Port Townsend, WA 98368-5724
Dear Mr. Rowe:
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Duane Berentson
Secretary of Transportation
September 28,
iF:;;; If-:: ~ ~
1989 c, ..'" ~"",e u tf~~,
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. JE:Ff:'..
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Jefferson County
Oak Bay/Flager Road
RS-P161(OOl)
FUND AUTHORXZATXON
This proj ect was converted from advanced construction to
regular funding effective september 19, 1989.
PHASE
Construction
WTG:kas
LCR
cc: Bob Holcomb, Diet. 3
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TOTAL
$264,500
FEDERAL SHARE
$220,408
Sincerely,
?Y~4~
WAYNE T. GRUEN, P.E.
Assistant state Aid Engineer
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Mr, Gary Rowe
Public Works Director
1820 Jefferson st.
Port Townsend, Washington
Jefferson County
Oak Bay-Flagler Road
RS-P161(001)
Dear Mr. Rowe:
The WSDOT DBE program, approved by FHWA, requires that each local
agency project be evaluated to determine the feasibility of
including DBE goals.
The goal setting process is based on applying the following
criteria to each project:
1. Dollar amount of the contract to ensure that
it is large enough to permit efficient sub-
contracting.
2. Work content of the project which has the
potential of being subcon~racted.
3. The availability of qualified enterprises
having the potential to do the required work.
4.
The geographical area in which the work is to
be undertaken.
This office and the District state Aid Engineer have applied the
criteria and mutually agreed that setting a DBE goal is not
appropriate for this project.
Your local ad and award project has been assigned construction
contract number SA-1272.
For your project file documentation, this contract number was
assigned July 17, 1989.
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Upon award of the contract, please provide your District state Aid
Engineer with the following:
1.. One copy of the Tabulation of Bids, which includes
the Engineer's Estimate.
2. One copy of the award letter to the contractor.
3. The estimated completion date, or number of working
days, for the contract.
4. D/WBE participation information.
Please refer to Chapter V, Division 1.B of the
Guidelines for the necessary construction project
information.
Local Agency
administration
Sincerely,
HENRY C. BASH, P.E.
Operations Engineer
State Aid Organization
HCB:kas
LRR/P1.8
cc: Bob Holcomb, Dist. 3
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AGEHc:Y WASHINGTON STATE FI!DI!RAL AID PROJECT NUMBER
Jefferson Count~ DEPARTMENT OF TRANSPORTATION RS-P161 (001 )
DAY!! CITY ICOUNTY AGREEMENT AGRUllt:NT NUMBER
May 22, 1989 SUPPLEMENT NO. 3 LA 0690
The City/County of Jefferson desires to supplement the agreement en tared into
snd executed on December 15. 1987 as identified above. All provisions in the basic agreement
remain in effect except as exprassly modified by this supplement.
The changes to the sgreement are described as follows:
PROJECT DESCRIPTION
Name
Termini
Oak BavlFlaoder Road Intersection TmprovPI1Ipnt-
Flai1er Road Tn~p.r~p.~tfnn
0.36
Length
Description of Work
Realign, Grade, Widen, Drain, Surface, Channelization. Illumination
Reason for Supplement Add Construction Costs.
TYPE OF WORK
(1)
Previous Agreement I
Sup lement
ESTIMATE OF FUNDING
(3)
Estimated Talal
Project Funds
(5)
Ealimated
Federal Funds
!2)
Supplement
(4)
Estimated
Agency Funda
.~5..1.00. ..... ...,.0........
..l.,QOO...... ......P........
..,..,Q....... ......Q,......
..15 .10.0.... ..2.515...... ..12.858.....
.. ..1.,00.0.... .... ~67...... ..... 833.....
.. .. .. 0.. .. .., ..... ,0.. .. .., '.... a , .. .. ..
P.E. a. Agency Work ..."...........,
b, Slele Services ....,..,........
c,Olher ......,......,........
d, Tole' Prelim. Eng. CoSI Estimale
Right-of.Way e. Agency Work. . , . . . . . . . .
l. Slale Services ,..,............
g,Olher ....,..,....,....,....
h. TOlal R/W Coat Eatimale
ConalructJon I, Conlract".,..",...... ..., ,0,......, 2.30.0.00..,.. .23.0,00.0,... .38.341...... 191.6.59..,..
Engineering {j. Agency Force,.. ..,..0........ ..10.0.00..... .. 1,0, oao .... ..1.6.67...... ...8.333....,
_% k. Slate Force.... .....Q........ ,..1.5.00..... ,.. ,1, 50.0.... .... 250, .. ... .. .1.250.. ..,
I. Audit ............,.....,. . . . .Q . . . . . .. ... O. . . . . . . . . . . . .0. . . . . . ,..,.0 . . . . .. .... 0. . . . . . .
m.Other ................... ....0....... .23.0.00.... ..23.000.... .3,..834..... .19.1.6.6....
n.Other ....."....,....... ....0....... .. .0....,... .... .0...... .... ,0,..... .... 0.......
0, TOlal Conetructlon Cost Eallmete 264 500 44 092 220 408
p, ~~b~~cfpST ESTIMATE OF THE 66,100 264 500 330 600 55 104 275 496
The local egency further allpulatea that purauanllo aald Title 23, regulationa. and policlea and proceduree, and aa a condition to payment
of the Federel funda obligated, II acceptB and will comply with the epplicable provielonB.
AGENCY OF IAL
. 26.~69,..,.
....,833."..
..11.6.88.. ,..
By:
By:
WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
--;C::+:J ~~~;r/
. B'.I. AJd E .., JUN 2 9 t989
Dale Execul.d
W,S,D,Q.T. USE ONLY/WORK ORDER ACCOUNTING PLAN
wa. Prog, Dill. I C.S.
NO.
AUTH. FHWA
Appro Dale
BY AUTH.
DATE PREVIOUS REQUESTED TOTAL CODE
P.E. a, Agency Work ................. .............. .............. ..............
b, Slate Work"...,........,... , .............. ,............. ..............
c, Other ...................... ..........,... .............. ,.............
d, TOlal Preliminary Enginooring Coat -
Rlghl.o'.Way a. Agency Wcrk........... """"""" .............. ..............
I. Slate Work,.........,..,.". . .............. .............. ..............
g, Other ........",......,.... .,............ .............. ..............
h, Toto' Rlght.ol.Way Cosl
Construction I, Conl,acl . . . . . . . . . . . . . . . .............. .............. ....0.........
Enginea'IOg { I, ARoncy Force., . ..,.......... .............. ..............
_llo k. Stal" rorco. . . . .............. .............. ..............
I. Audll ... ... .... ..... ..... " .. .. ., .... ..... .. ..... .., '. .... .. .
m.Olhor .. ., .. ..... .. ... .. .. .... ..... ..... ., .... .... ...
n. Olhor ... .... ..... ,.. ... ...... " ,. .. ,.. .... ,. " .., ..,
o. TOlol Construclion Cas I
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AGI!NCY
FEOI!RAL AtD PftO.II!:CT NUMBER
WASHINGTON STAT!!
DEPARTMENT OF TRANSPORTATION
CITY/COUNTY AGREEMENT
SUPPLEMENT NO. ?
The RiiiCounty of JEFFERSON desires to supplement the sgreement entered Into
end executed on DECF.MBF.R 1 'i. 1 987 aa Identified above. All provisions in the \:i'IIslc egreement
remain in effect except es expressly modified by this supplement,
The changes to the agreement are described as follows:
DATI!
Name
Termini
PROJECT DESCRIPTION
OAK RAY/FT.AGT.F.R ROAn 'TNTF.R!'lF.CTTON TMPROVF.MF.NT
FT.AGT,F.R ROAn TNTF.R!'lF.CTTON
Length
n 1" mi
Description of Work
REALIGN, GRADE, DRAIN, SURFACE, CHANNELIZATION, ILLUMINATION
Reason for Supplement ADJUSTMENT OF P.E. COSTS TO REFLECT ADDITIONAL ENGINEERING
REQUIRED BY FEDERAL AID STANDARDS, AND ADJUST RIGHT OF WAY COSTS BASED ON
ACTUAL APPRAISED LAND VALUES FOR PROJECT.
TYPE OF WORK
(1)
Previous Agreement I
Supplement
ESTIMATE OF FUNDING
(3)
Estimated Total
Project Funds
(5)
Estimated
Federal Funds
(2)
Supplement
(4)
Estimated
Agency Funds
.$.2,.!iJ..5,..
.. ....;I.,Q(. ,..
.. .. . 7'.Q ,;", .. ..
p.e. a. Agency Work .."",...,.",..
b, State Services ....,........,..
c. Other .,....'"..,.,........
d, Totel Prelim. Eng, Cost estimete
Rlghl-of.Way e, Agency Work, . , . . , , , . . .
f. State Services ................
g, Other (C,Qnsul:t.q.nt~J,..
h, Total R IW Cost estimate
Conslrucllon i. Contract.., .. .. . . .. .. .. .. . . . .. .. .. ... ,..... . .. , , .., ........,...., .............. ..,.. . .. . . .. ..
Engineering {), Agency Force... .. .. , .. .. .. .. . .............. .... . .. .. .. ... ........,..... ..... . .. , .. .. .
_'lb k, Stete Force.. ., ..,........... ,......'...... ........'..... ,............, .........,....
I. Audit.................... '.'...,...., .........,.. ............ .......,.... ............
m, Other ................... .,.......... ............ ............ .....,...... ............
n, Other ................... ............ ...'........ ............ ,........... ............
o. Totel Conetructlon Cost Estlmste
p, ~~b~~CCpST ESTIMATE OF THE 41,000
The loosl sgency further stlpuletes Ihat pursuanl to said Tills 23. regulations. and potlcles snd procedures. and as s condition 10 payment
of the Federel funds obllgsted. It accapts end will comply with the applicable provisions,
AGENCY OFFICIAL
25,100
66,100
11,012
55,088
By:
WASHINGTON STATE
D7MENT OF TRANSPORTATION
.tt? ~
, s,.,. Aid Engln_ .DEe 2 9 \988
By:
De'. Execu'ed
W.S,D,O,T. use ONLY/WORK ORDER ACCOUNTING PLAN
wO^ f'rog. Olllll. I C,5.
NO. FHWA
AUTH. Appr. Olte
DY AUTH,
DATE PREVIOUS REQUESTED TOTAL CODE
P.E. a, Agency Work ....,............ "",. .,...... .........,.... .....,........
b,Slato Work. . , , . .. , .. .. . , .. . . . .............. ,..........". ..............
c,Olher ......,.....,.,..,.... ...... ........ ..,........,.. ..,....,......
d, Tolal Prallmlnery Englneorlng COG! -
Rlght'ol.Way 0, Agoncy Work, , . .. .. , .. . ............,. ..,........... ..............
I. Stoto Work. . . , . .. , . . .. . .. . . . . ..,........... .............. ..............
g,Olhor ......"...,..,..".,. ..,." ......,. ..,...,..,.... ..............
h, Total Rlght,of.Woy Cost
Construe lion i, Contrscl ..,.......,.". ....., ........ ...,..,....... ..,...........
Englnoorlng { I. Agoncy F orco. . . .......,....., ...,.......... ..............
_'lb k. Stnla Forco, , , . ...,........,. .....,...,.... ........,.....
I, Audit ,. .. .. .. .. .. . ..... ., .. ...... .. ........ .......
m. Other ., .. ....... ,.. .. ., .. .. .... .... .. ..... .... ...
n,Othor .' ........ .,. .. .. ,. .,. " .. .... ,., " .. " ..
0, Totnf Constrllctlon Cont
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Wt:ishlngton State
Depa.tment of Transportation
Transportation Building KF-Ol
Olympia. Washington 98504.5201
(206) 753,6005
Duane Berentson
Secretary of Transportation
~
May 2, 1988
Mr. Gary Rowe
Public Works Director
1820 Jefferson street
Port Townsend, WA 98368
Jefferson County
Oak Bay-Flager Road I/C
RS-P161(001)
FUND AUTHORIZATION
Dear Mr. Rowe:
We have received FHWA fund authorization, ~ffective April 28,
1988, for this project as follows:
PHA8E
Right of Way
TOTAL
$29,000
FEDERAL SHARE
$24,070
Attached for your information and file is a fully executed
copy of supplement Number 1 to city/county Agreement LA-0690
between the state and your agency.
If costs for any phase of work are expected to exceed those
shown on this Supplement (lines "d", "h", or "0"), you should
submit another supplemental agreement to WSDOT, All costs
exceeding those in the latest executed agreement are the sole
responsibility of your agency.
upon receipt of your certification of Right of way,
notification that the project is ready for advertisement and
a supplement to the City/County Agreement which includes
construction funds, the construction phase of this project
will be considered for funding.
You may proceed with the administration of this
accordance 'with your WSDOT approved Certification
agreement.
project in
Acceptance
s)~~.reo
~tJDRA~
Asst. state Aid Engineer
BD:kas
Attachment
cc: Bob George, Dist. 3
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ACleIICv :~e~~~;son ...~~~~ty WASHINGTON STATI! 'EDUAL AID 1'R000CT NUIII!~R
n, DEPARTMENT OF TRANSPORTATION RS-P161 (001)
DAn CITY ICOUNTY AGREEMENT AQRI!DII!NT NU....R
SUPPLEMENT NO. 1 LA 0690
The City/County 01 TpffprRon deslree to supplement the sgreement entered Into
end executed on D"rpmhpr 15. 1987 as Identified above. All provlslona in the bsslc agreement
remain in 'effect except as expressly modilled by this supplement.
The changes to the sgreement are described as follows:
PROJECT DESCRIPTION
Length 0.36 roi.
Name O~K R~y Rnad-Flai1er Road Intersection
Termini 'F1Ag1PT Rn.::llcl Tn~prRPrrion
Description of Work Re-a1ign. grade. drain. surface. channelization. i11umination
Reason for Supplement: Channelization requires additional rights of way.
ESTIMATE OF FUNDING
TYPE OF WORK (1) (2) (3) (4) (5)
Previous Agreement I Supplement esUmated Total eatlmated eltlmated
Supplement Project Fund. AQeney Funds Federal Funds
P.E. a. Agency Work ................. .1l..500..00. . ......0...,.., .. J,:J,. :S.QQ, P.Q '" ~...~9~...Q9. ...!??,~~:9.q ..
b. State Services ................ .... .500..00.. .....,0....... ...... :S.QQ, P~ ..... .. !l!>...Q9. 416,00
c. Other ...................... ..,..0..,..,.. .....,0....... ......P,...... 0 ......0.......
d. Totel Prelim, Eng, Cost Estimete ,? nnn nn n 12.000 00 ... ~i '99'j:OC) "io"oji:oo'
Rlght-of.Way e, Agency Work.,.......,. .. .. .0 .. .. .. .. . .12.,!U35..00. .~. J.~.9.1:l~. P,Q ... .~.?P.7... ~? . .~9)n?:.~~.
f. State Services ................ .., ..0,....,.. ., .1..000.,00. .. ..:J,. P,OQ r P.Q 170.00 830.00
g, Other ...................... , .. ..0, .. . .. .. . .~~..~~~..~~, .. ~~.~,~~r~~ ::: :~~$~:~.:$~: : :i?:.:4~?:.:4$:
h. Totel R/W Cost Eslimat.' n 4 930.00 24,070.00
ConatrucUon I, Contract . . . . , . . . , . .. . . , .............. .............. .............. .............. ..............
Enginearing {j. Agancy Force... .............. .............. .............. .............. ..............
_lib k. Stete Force. ... .............. .............. .............. .............. ..............
I. Audit .................... ............ ............ ............ ............ ............
m. Other ................... ............ ............ ............ ............ ............
n, Other ................... ............ ............ ............ ............ ............
0, Total Construction Cost Eatlmete
p, ~~b1~cf?ST ESTIMATE OF THE 12.000.00 29.000,00 41.000.00 6.923.00 34.077.00
The local egency further stipuletes thet pursuant to aeld Title 23. reguletlona. and policies end procedure.. and as . condlilon to payment
of the Federal funds obligated. It accepte end will comply with the applicable provleiona.
AGENCYY ~ 01;' 'g!CIf'ALL /? . .
~ ~ WASHINGTON STATE
By: . ./ /t? r f DEPARTMENT OF TRANSPORTATION
~~~"AN .tv Co"""I... '01....0' .H A.. ,,/ ~
: - - ~:~~--' By: ~L.:2 ~_
. ~- - - APR 22 1988
O.t. Executed.
W.S.D,Q.T. USE ONLY/WORK ORDER ACCOUNTiNG PLAN
WOA Prog, 0111. e.s.
NO, FHWA
AUTH, Appr. Date
ev AUTH,
DATE PREVIOUS REQUESTED TOTAL CODE
P.E. a. Agency Work ................. .............. .............. ..............
b, Slale Work.. . . .. .. . .. , . . .. . , . .............. .............. ..............
c, Other ...................... .............. .............. ..............
d, Tala' Preliminary Enginearing Cost -
Rlght.ol.Way a, Agancy Work, .. .. .. .. .. .............. .............. ..............
f. SIal a Work ................... .............. .............. ..............
g.Olhar ...................... .............. .............. ..............
h, TOlal Rrghl,ol.Wey Coat
Con.lruclion i. Conlract ...........,... ...,.......,.. ....,......... ..............
Enginoering { j, Agoncy Forco. , . .............. ...........,.. ..............
-lib k. State Forco.. . , .............. .............. ..............
I, Audit ...... .. ...... .. . . .. ........ ...... ...... ......... ..
m, Other ..... ..... .. ... .. . .... ....... ...... ..... .... .......
n.Olher .. ... ... .. .. ... .. ........ .. .. ... .. . .. . .. .....
o. Tolel Conatruction Cost
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RECEIVED
r,l.~Y 5 _ 1985
..JEFFERSON COUNTY
ENGINEERS OFFICE
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Washington State
Department oi Transporiation
Transportation Building KF-Ol
Olympia. Washington 98504-5201
(206) 753,6005
Du.n. B.rentaon
Secretary of Transportation
December 29, 1987
RECEIVED
Mr. Gary Rowe
Public Works Director
1820 Jefferson street
Port Townsend, WA 98368
JAN 0 4 1988
JEFFERSON COUNTY
Jefferson County ENGINEERS OFFICE
Oak Bay-FIager Road
RS-P161(001)
FUND AUTHORIZATION
Dear Hr. Rowe:
We have received FHWA fund authorization,
December 21, 1987, for this project as follows:
effective
PHASE
TOTAL
$12,000
FEDERAL SHARE
preliminary Engineering
$10,007
In addition, categorical exclusion determination has been
approved.
Attached for your information and file is a fully executed
copy of city/County Agreement LA-0690 between the state and
your agency.
If costs for any phase of work are expected to exceed those
shown on this supplement (lines "d", "h", or "0"), you should
submit another supplemental agreement to WSDOT. All costs
exceeding those in the latest executed agreement are the sole
responsibility of your agency,
Upon receipt of your certification of Right of Way,
notification that the project is ready for advertisement and
a supplement to the City/county Agreement which includes
construction funds, the construction phase of this project
will be considered for funding.
YoU may proceed with the administration of this
accordance with your WSDOT approved Certification
agreement.
project in
Acceptance
;z::r2
BARRY DRAE~
Asst. State Aid Engineer
BD:ke.s
Attachment
cc: Bob George, Diet. 3
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AGENCY
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W.S.D.O.T. USE ONLY
AGENCY NAME & BIWNG ADDRESS FEDERAL AID PROJECT NUMBER
Jeff'erson County Dept WASHINGTON STATE R.s - r /f&>/(OCJJ)
of' Publtc Works
P.O. Rox 1220 DEPARTMENT OF TRANSPORTATION AGREEMENT HUMBER
Port Tovmsend, WA. CITY /COUNTY AGREEMENT [A 0690
98368
The Local Agency having complied. or hereby agreeing to comply, with the terms and conditions set forth in (1) Title 23.
U.S. Code Highways. (2) the regulstions issued pursuant thereto. (3) Office of Mansgement and Budget Circular A-102. (4)
the policies and procedures promulgated by the Washington State Department of Transportation and. (5) the Fedaral'aid
Project Agreement entered into between the State and Federal Government, relative to the above project. the Washington
State Department of Transportation will authorize the Local Agency to proceed on the project by a separste notification,
Federal funds which are to be obligated for the project may not exceed the amount ahown herein on line P,. column (3)
without written authority by the State. subject to the approval of the Federal Highway Administrator. All project costs not
reimbursed by the Federal Government shall be the responsibility of the Locel Agency,
PROJECT DESCRIPTION
Name
Oak Bay Road-Flagler Road Intersectton
Flagler Road IntersectLbn
Length n ~"
Termini
Description of Work
Move and lengthen lef't hand turn lane, wtdentng roadway
lanes, tmprove dratnage and resur.face.
TYPE OF WORK
W,S,D,O, T, USE ONLY
Work Order Accountlno Plan
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HWA
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WOAP AMOUNT AUTH, CODE
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(3)
estimated
Federal Fundi
9591
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P.E. a, Agency Work .......... . . . . . . .
b, Stale Services ................
c, Other ........ . .. .. .. .. . .. ..
d, Tolsl Prelim, Eng, Cosl Estlmale
Rlght-of.Way e, Agency Work. . . . . . . . . . .
t. Slale Sorvlces ................
g, Olhor ........ .. .. . .. .. .. .. .
h, Tolal R/W Cosl Estlmala
Con,trucUon I. Conlrocl . . . . . . . . , . . . . . .
Englneorlng {), Agoncy Forco.. .
_'lb k, 51010 Force... .
I, Audit....................
m.Othor ...................
n,Othor .,.................
0, Tolal Conslructlon Coal Estlmote
p, ~2b~hSOST ESTIMATE OF THE
The Fedoral'old partlclpotlon rete In Ihlo proJect will he detormlned by the Federel Qo.e,nm.nl. Th. pIrtle. e.peol th.1 II will be ~'lb.
howDver. It I. under.tood tha1 the rate may vary. The Loelll Agency aore.. thatlhl. lor..mant I. antamd wllhoul ratylng upon Iny rapr...nlallon by the
StDlo mado outalde 0' thlll contract, or contalnod herein. DI 10 what the Fedor.l plrtlelpallon rata will b.. II 'urther aor... thlt It will not condlllon any
fulure lIetlons with relplte110 tho proJl')ct covored by thl. aorooment upon pa.l. Clu"ent. or 'ulur. rapr.llnt.tlon. .. to tha Fldera' participation rate. The
dollar amount of Federal pertlalpallon cannot excood tho amount shown In IInll p" column (3). All COI'I not relmbur.ad by the Federal Government Ihlll be
1no rOlponalbllllv of tho Locol Agoncy,
DOT
,ORM 140-030
"fVISED 11113
(C(O[Py
OX A.144
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STATE AD & AWARD
METHOD A
METHOD B
(
CONSTRUCTION METHOD OF FINANCING
(Check Method Selected)
Advance Payment - Agency Share of Total Construction Cost (Based on Contract Award). . . .. . . . . . . . (
Withhold From Gas Tax the Agency's Share of Total Construction Cost (line 0., col. 2)
in the amount of $ ~t !it; per month for _ months...........(
LOCAL FORCE OR LOCAL AD & AWARD
METHOD C _ Agency Cost Incurred with Partial Reimbursement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ( X
The Local Agency further stipulates that pursuant to said Title 23, regulations and policies and procedures, and as a
condition to payment of the Federal funds o~~te~i:itj'ccePts and will B~ply with the applicable provlsiog~J~orth
below. Adopted by official action on u . 19_, Resolution/Ordinance No. ,
By:
ay'"
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WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
A~ ~ l1.
... #' St.t. Aid Engln....
"Fr. J 5 1QB7
Dat. e..culltd
0690
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I SCOPE OF WORK
The Agency shall provide all the work. lobor. materials and services
necessary to perform the profect which Is described and set forth In delall
In the "Project Description" and "Type of Work."
When the Slala acta 'or and on behalf of the Agency. the State shall
be deemed an agent 0' the Agency and shall perform the gervlc8s
described and Indicated In "Type of Work" on the face of this agreemenl. In
accordance with plana and specUlcal10ns as proposed by the Agency and
approved by the Stllte and Federal Highway Administration.
When the Stale acto ro,. the Agency but not subject to the right 0'
conlrol by the Agency, Ihe Slate shall have tho right to perform tho work
subject to tho ordinary procedures of the Stalo and Federal Highway
Administration.
" DELEGATION OF AUTHORITY
The Slale Is acllng to fulfill the responsibilities to the Fodoral
Govornment by the administration of thlll proJect. The Agency agre8s that
the State sholl hove the 'ull authority to carry out this administration. The..
State shall rovlew, procoss and approve documents required for Fedorsl.,
old reimbursement In accordance with Federal requirements. II the Stale
advertlaell and awardll the contract, the Stata will further acl for tho
Agency In all mailers concornlng the project, u requesled by tho Agency. II
Ihe Local Agoncy advertises and awards the project tho Stale shall review
the work to Insure con'ormlty with Ihe approved plana and specifications.
III PROJECT ADMINISTRATION
Conaln types 01 work and services shall bo provldad by tho Slato on
this proJoct a8 requesled by the Agency and described In Ihe "Type of
Work" above. In addition, tho Slato will furnish quellrled peraonnel 'or the
supervIsion nnd Inapoctlon 0' the work In progress, On locol agoncy
advertised ond awarded projects, Ihe supervision and Inapectlon ahnll bo
IImltod to onsurlng all work la In conformance with approvod pion.,
speclflcatlonl and Fodorol.ald requirements, Tho salary or such engineer
or other supervisor and all other salaries and costs Incurred by Slate 'orcea
upon the project will be considered a C08t theraor. All costa relatod to lhll!l
project Incurred by employees 0' the Stato In the cUll omary manner on
hlghwBY payrolls nnd vouchera shall be chnrgod aa coata 01 the project.
IV AVAILABILITY OF RECORDS
All proJecl record. In lupport of all cOlta Incurred and actual
ollpendlturoa kept by the Agl)ncy, Bre to be maIntained In accordanclt with
procodurea proscrlbod by the Ol\llslo" 01 Municipal Corpor"t1ona of Ihe
Stote Audllor'. Offlco, the U.S, Doportmont 01 Transporlatlon and
Wftshlngton Departmant or TrnnsportAllon. The record. ahall be opdn to
Inspoctlon by the Slalo and Fodoral Government al all raasonable time.
and ahall be retaIned and made .\lallllble 'or auch Inspoctlon for B perIod or
not Idls Ihan thrae yoara 'rom tho Unal pavment 01 nny Fedoral.ald 'undl to
the Agftncy. CoplOlll 0' aald records IIhftll be 'ur"llhed to the Stale IIndlor
Fedoral Oovornmttnt upon roqualt.
OOT 140.030 enllllMI all' A'I'"
By:
PROVISIONS
V COMPLIANCE WITH PROVISIONS
The Agency shall not Incur any Federal.ald participation c08ta on any
classification 0' work on Ihls project until authorized In writing by the State
ror each cla881l1clllon. The classlflcatlona of work 'or proJecta aro:
1. Preliminary Engineering up to and Includln$l approval
2. Preparation 0' Plana. Speclflcallons, and Eatlmate.
3. Rlght.ot.Way Acquisition
4. Project Construction
In the event that Rlght.ol.We:,' acqulalUon fa,., or aclual construction of
the road for which Preliminary EngineerIng I. undertaken III not atarted by
the closing of the firth nscal year following tho rlscal year In which the
agreement la execuled, the Agency will repay to Ihe Stste the sum or aums
of Federal 'unds paid to the Agency under the terms of thla agreement.
(See Section VIII,)
The Agency agree. that all ategoe at' construction necessary 10
provide the InlUally planned complete facility, within the limite of thlll
proJecl, will conform 10 at leaat the minimum value. set by approved
AASHTO design slandardll applicable 10 thl. claa. 0' highways, even
though auch additional work II IInsnced without Federal.ald parllclpatlon.
The Agoncy agreoa that on Federal.ald highway conalrucllon profect.
the current Federal.ald regulations which apply 10 liquidated damage II
rolallve 10 the besls 0' Federal participation In the profect coat ahall be
applicable In the evenlthe contrlctor falla 10 complete the contract within
the contract time.
VI PAYMENT AND PARTIAL REIMBURSEMENT
The lotal coal of the proJecl, IncludIng aU "o\llew and engineering cosla
and other oxpenaes 0' the Slate, la to be paid by the Agency and by the
Fodera I Govornmenl. Fedoral 'undlng shall be In Rccord with the Surface
Transportation Aulalance Acl t078, Title 2:1, United Slaloa Code, .a
amended, and OffIce 0' Management and Budget Circular A.102. The Stato
Ihall not bo ultlmaloly reaponllbla 'or IIny of Ihe cost. of thll project. The
Agoncy ehall be ultimately responslblo 'or bll COlta alloclated with ths
project which ara not relmburaod by Ihe Federal Qovftrnmenl. Nothing In
thll egreement ehln be construed a. a promlsa by the State as to the
'amounl or nature of Federal partlclplUon In Ihl. project.
I, Prollmlnory I!nalooorlna. Right of Woy Aequlollloo ond Audit
COlli..
Tha Agency will ply for Aglnoy Incurred OOlt. on the proJeot.
Following auch paymenll. voucher. shall bl lubmlttad 10 ths State In the
'ormat prescribed by the StltS, In qUldrupllcatl, not mar. than one par
month. The Stale will rolmburse ths Aoency up to the amount .hown on the
race or thll aureemenl for tho.. COI'I eligible 'or Pederal partlclpetlon to
ths oxt.nl that luch Calli' Irl dlractly attrlbutabls and proparly IlIoclbl.to
thl. prcJecl, Expendllure. by lhl Local ,\glnoy ror tl1_ ..tabllshmen',
mllntanlncl, oonaral admlnlltrlllon. lupotvlalon. Ind othlr O\llfhlld Ihall
not be ollglble 10' Federal po~I.lpo"on.
The State will poy lor S.o.o Inourrod eooto on tho projo.t. Following
plyment, Ihe Slate .hldl bill the Pederll Qovernmdnl 'or relmburl"mant of
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thqse coats eligible for Federal participation'". . _."e extent that such costa
are directly attributable and properly allocable to this project. The Slate
shall bill the Agency for that portion of State costs which were not
reimbursed by the Federal Government. (Soe Section VIII.)
2. Project ConatrucUon COlta
Project construction financing will be accomplished by one of the three
methods 8S indicated In this agreemont.
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MEOHOD "A":
The Agency will place with the State. within twenty (20) days
after the execution of the construction contract an advance In the
amount of the Agency'. ahare 01 the total construction cost baaed on
the contract award. The Stale will notify the Agoncy of the exact
amount to be deposited with the State. The State will pay all coats
incurred under the contract upon presentation of progres8 billings from
the contractor. Following such psyments, the State will submit a billing
to the Federal Government for the Federal-aid participation share of
the cost. When the projectla Bubstsntially comploted and final actual
cost. or the project can be determined the State will pro sent the
Agency with a final billing showing the amount due the State or the
amount due the Agency. This billing will be cleared by either a payment
from the Agency to the State or by a rofund from the State to the
Agency.
METHOD "S":
The AfJency'. ahare of the total construction cost 8S shown on
the face of this agreement shsll be withheld from hs monthly fuel tsx
allolments. The face of this agreement eatabllshes the months In
which the withholding shall take place and the exact amount to be
withheld each month. The 8xlont of withholding will be confirmed by
Iptler from the State at Ihe time of contract aWDrd. Upon receipt of
progress billlnga from the contractor. the State will aubmlt such
billings to the Federal Government for payment 0' tis participating
portion of 8uch bllllnga.
MEOHOD "C",
J
The Agency may lIubmlt vouchera to the Stale In the format
prescribed by the Stat a, In quadruplicate, nol more than once per
month for thoBe COBtll eligible for Federal participation to the extont
thai such costa are directly attributable and properly aUocable to this
project. Expenditures by the Local Agency for the establlahment.
maintenance, general administration. supervision, and other overhead
ahall not be eligible for Federal participation.
The State will reimburse the Agency for the Federal ahare of
eligible project coata up to tho amount IIhown on Ihe face of this
agreemont. At the lime of audit, the Agoncy will provide documentation
of all costa Incurred on the project.
The State shall bill the Agency for 811 costa Incurred by the Slote
relative 10 the project. The Slato shall aleo bill the Agency for tho Feder.1
funda paid by the State to tho Agency for project coats which are
Bublequently determined to bo Inellglblo for Federal partlolpallon (See
Section VIII).
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VII AUDIT OF FEDERAL AID PROJECT
o
The Agency. II servlcee of e Consullent ara required, Bhall be
responsible 'or audit of the ConnUant's recorda to do,,,.rmlne eligible
Foderal.ald cosla on tho projecl. The report of laid .udll ah8l11 be In tho
Agency'l flloll and made available 10 tho Slate and the Fedoral Gover".
mont.
An audit shall be conducted In accordance with Offlco of Managoment
and Budgat Circular "'.102, AUachment P.
If upon audit It I, found that an ovorpayment, or participation or Foderal
monoy In Inollglblo lIoml 0' Call, hal occurred, the Agency ahall reimburse
the Stale for tho amount of auch overpaymant or exceee partlclpallon, (Sea
Socllon VII!.)
o
VIII PAYMENT OF BILLING
Tho Agoncy agre08 that If paymont or ."engoment for payment of any
0' the Slslo'a billing ralatlvo to tho project (e.g. Stalo forco work, proJoct
cancelation, overpayment, coat Ineligible 'or Fedara' participation, elc.) II
not made 10 the Stole wllhln 045 day a aftor the Agency hila boon billed, the
State ahall offect relmburloment 0' tho lotal lum due from tho regular
monthly fuel tax IlIolmenta to tho Aooncy Irom the Motor Vehicle Fund. No
additional Fedoral proJeot lundlng will be Ipproved until full payment II
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received unles8 oth8M(-'\'directed by the State Aid Engineer.
IX mAFFIC CONTROL, SIGNING, MARKING, .. RDADWAY MAIN-
TENANCE
The Agency will not permit any Changes to be made in the provisions
for parking regulallona end tra"ic control on this project without prior
approval of the State and Foderal Highway Administration. The Agency will
not Inslall or permit to be Installed any signs. signals or markings not In
conformance with the standards approved by tho Federal Highway
Administration and MUTeD. The Agency will, at Ita own 8,,;penso, maintain
tho Improvement covered by this .greement.
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X INDEMNITY
The Agency shell hold the Federal Government and the State harmless
from and shall proceaa and defend at Its own expense. all claims. demands,
or lIults whether at law or equity brought against the Agency, State or
Federal Government. arlalng from the Agency's execution, peiformance, or
failure to perform any of tho provisions of this agreement, or of any other
agreement or contract connected whh this agreement, or arialng by re8S0n
of the participation of the Stato or Federal Government In the project,
PROVIDED, nothing herein aholl require the Ag9ncy to reimburse the State
or the Federal Government for damages arlsln; out of bodily Injury to
persons or damage to property caused by or resulting from the aole
negligence of thl! Federal Government or the St.bte.
No liability shall attach to the State or Federal Government oxcept aa
expreaaly provided herein.
XI NONDISCRIMINATION PROVISION
Tho Agency hereby agrees that It will Incorporate or cause to bo
Incorporated Inlo any contract for conltruetlon work, or modification
thereOf, as deflnod In the rules and regula.tlone of the Secretary of Labor at
.., CFA Chapter 80, which Is paid fot in whole or In PI"t with funds obtained
from 'ho Fedoral Governmont or borrowed on tne credit of the Fedoral
Government purlulnt to a grant, contract, loan, Insurance or guarantee or
undertaken purluanl to any Federal program InvolYlng 3uch grant, contract,
loan, In8uranc8 or guerantee, the following equI' opportunity clBule;
"DURING THE PERFORMANCE OF THIS CONTRACT, THE CONTRACTOR
AGREES AS FOllOWS:" ,
(a) The contractor will not dllcrlmlnata agalnat any employoe or
applicant for employmant becauae of race, color, religion, aex, or nallonal
origin. The contractor will takl a"lrmlUve acllon to enaur. thlt applicants
are employed Ind thet employeea are treated during employment without
regard to their race, color, religion. eex or nltlonal origin. Such action ahan
Include, but not be Ilmlled to the following: employment, upgrading,
demotion or tranlfer; recruitment or recruitment advertising: layo". or
termlnstlon; r.tal of payor other forml of compensation .nd leloctlon for
tralnlno, Including apprentlcelhlp, The contractor agree II to POlt In
conspleuoul place., available to employee. and applicants for employ.
ment, notlcea to be provided by the Ageney letting forth the provlllons of
thla nondlacrlmlnltlon cllule,
(b) The con'r.ctor will, In .11 lollellallonl or advertllementl for
employees placad by or on behalf Of the contt.ctor, .tlte thai .11 qualified
applicants will reeelve conalderallon for employmenl without rogard to race,
color, religion, a.x or nlllonal origin.
(c) The contractor will land to each labor union or repr.,entatlve of
workera with which ha hi. I collectlvl bargaining agreement or othlr
contract or under_tandIng, . nollce to be provided by the Agency edYlalng
the .ald labor union or workera' repre.entatlve of the contrlctor'a
commitment_ under thli e.ctlon 11.2 and ,hili pOlt caple. of the notice In
consplcuouli plaoea aVIUftble to amployeel and appllcanta for employment.
(d) Tha oontr.ctor will oomply with .11 provlllonl of Exocutlve Ordor
1'2040 of Septamber 24. 1085 .nd of the rulel. regullllonl and relovant
ordara 01 the Seetltlry 01 Llbor.
ee) The contrlclor will furnllh aUlnformallon and report I requited by
EXGcutlve Order 11248 of September 24, 108& and by the rulu and
regulatlonl and ardors of the Slcretlry 0' Labor, or purlulnt therato and
will parmll ace... to hla booka, reoordl and Iccountl by the Federal
Hlghwav Admlnlllratlon and the Secretary of Labor for purpo18' of
InvIIUo.tlon to .acartaln compllanoe with auch rule I, regulatlona .nd
ordora,
(I) In the Ivenl 0' the oonlrlctor'l noncompllanoe wllh the
nondllcrlmln.t1on ollule. of thl. oontrlol or with .ny of luch rulel,
reoulaUonl or order., thll oonlrlcl mav bit oanoeled. lermlnlted or
IUlpended In whole or In plrt and the oontraolor mav be declared Inlllglble
'or 'urth.r Goyernm.nl oonlrlotl or Federllly a..la'ed oonllrucllon con.
traclI In acoordenol with procldure. authorized In Execullva Order 112048
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.. of SoPtember 24. 1965 and auch other asnctlons may be Imposed and
remedies Invoked a. provided In Executive Order 11246 of September 24.
1965 or by rule. regulation or order of the Secretal')' of Labor. or as
otherwise provided by law.
(g) 'The contractor will Include the provisions of this section 11~2 In
every subcontract or purchase order unless exampted by rules. regulationa
or orders of the Secretary 0' Labor issued pursuant to Section 204 of
Executive Order 11246 0' September 24. 1965 ao that -such provisions will
be binding upon each subcontractor or vendor. The contractor will take
Iluch action with respect to any subcontract or purchase order an the
Agency. WA Dept. of Transpor1alion or Federal Highway Adminlstrstlon may
direct as a means of en'orclng auch provisions lncluding sanctions 'or
noncompll.lnce: Provided. however. that In the event a contractor becomes
Involved In. or Is threatenod with litigation with a subcontractor. he may
request the United States to ente: Into 8uch fItlgatlon to protect the
Interests of the Untied States.
The Agency further agreBs that it will be bound by the above equal
opportunity clause with respect to 1t8 own employment practices when It
participates in Federally assisted construction work: Provided. that If the
applicant 80 participating la a State or tocal gO'll,srnment. the above aqual
opportunity clause I. not applicable to any agency. Instrumentality or
aubdtvialon of such Government which does not participate In work on or
under the contract.
The Agency elso agrees;
(1) To assist and cooperate I!Ictively with the State in obtaining the
compliance 0' conlractora and subcontractors with the equal opportunity
clause and rules. ,egulatlons and 'elevant orders of the Secretary of Labor.
(2) To furnish the State such Information a8 It may require 'or the
8upervlslon of 8uch compliance and that It will otherwise caalat the State In
the discharge of l1a primary responsibility for "aourlng compliance.
(3) To refrain from entering Into any contract or contract modification
aubject to Executive Order. 11248 of September 24, 1985 with a contractor
debarrod 'rom. or who hae not demonetrated eUglblllty for, Government
contracta and Federally aaslatad construction contract a pursuant to the
Executive Order. .
(4) To carry out such .ancllon. and penalties for violation 0' the equal
opportunity clau.e a. may ba Impolled upon contractor. and
.uhcontractor. by the State. Federal Highway Admlnlatratlon or the
Secratary of Labor pursuant to Part II. subpart D of the Executive Order.
In addlllon. the Agency agreea that 1111 falla or refuaee to comply with
thee. undertakings, the Slate may tska any or all of the following actions:
(e) Cancol. tcrmlnato or r:ulpand thlD agroomont In wholo or In part:
(b) Re'raln from extending any fur1her aulatance to tho Agency under
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the program wllh reapect'to which the faUure or r.'u.al occurred until
Batlsfactory a..urence of future compliance hes been received from the
Agency; and
(c) Refer the ca.e to the Department of Juatlce for appropriate legal
proceedings.
XII LIQUIDATED DAMAGES
The Agency h..by agrees that the liquidated damages provisions
of 23 CFR Part 830. Subpert C and Volume e. Chapter 3. Section 1 0' the
F.deral~ald Hlghwl.Y Program Manual. .1 aupplomenled. relative to the
amount of Federal participation In the project cost. ahall be applicable In
the event the contractor '.11. to complete the contract within the contract
time. Failure to Include liquidated damages provision will nol relieve the
Agency from reduction of Federal participation In accordance with this par~
agraph.
XIII TERMINATION FOR PUBLIC CONVENIENCE
The Secretary. Washington State Department of Tranaportstlon may
terminate the contract in whole. or 'rom lime to time In part. whenever:
(1) The r.qulolte Federal funding becomes unavanable through 'allure
of appropriation or otherwise.
(2) The contrector ia prevented from proceeding with the work a. a
direct result 0' an Executive Order 0' the Pr..ldent with reepect to the
prosecution of war or In the Jnt.reat 0' national def.nlSe; or an Executive
Order 0' the President or Govornor 0' the State with reapect to the
preaervatlon 0' energy rflaourr.:aa;
(3) The contrac1or II prevented from proceeding with the work by
reeson 0' . preliminary, .peela' or psrmanant relllralnlng order of a court of
competent Jurladlctlon whare the IIDulnee of auch order I. primarily clu.ed
by the actl or omlaslone of peraona or agonel.. other than the contrlctor;
or
(4) The Secretary "det.rmlnas" that luch termination Ie In" the' beat
Intereata of the State.
XIV VENUE FOR CLAIMS AND/OR CAUSES OF ACTION
For the convenience of the partie. to thll contrae.. << fa 8gr.~d that
any clalma.nd/or caul.. of action which the Locai Agency h.. .gllnat the
State 0' Walhlngton. growing out of thl. contract or the project with which"
18 concerned. Ihall be brought only In the SuperIor Court for Thurston
County..
ADDITIONAL PROVISIONS
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U.G. GENERAL NOTES
RIGHT OF WAY PLEASE ASCERTAIN AND OBTAIN ALL NECESSARY OPERATING RIGHTS AND
EASEMENTS PER WIO
FINAL GRADE FOR All TRENCHES AND HANDHOlES TO BE ESTABLISHED BY DEVELOPER
IF ESTABLISHED WHILE IN CONSTRUCTION, PERSON & COMPANY WIll BE NOTED ON
FOREMAN'S COpy WHO IS ESTABLISHING GRADE, DEVELOPER SHALL BE LIABLE FOR
CHANGE IN GRADE r
DEVELOPER TO PROVIDE RIGHT OF WAY OR CENTERLINE STAKES AND LOT CORNERS
BACKFILL PRIMARY PER STD 2221 1321 AND UG SERVICE CONDUClORS PER STD
22211319
NORMAL TRENCH TO BE IN RIGHT OF WAY, 2' FROM PROPERTY LINE BELOW ROAD OR
SIDEWAl K GRADE IN DEPTH MINIMUM OF 36' BELOW FINAL GRADE
ALL VAULTS TO BE PLACED ON CORNER OF PROPERTY LINE BORDERING EDGE OF RIGHT
OF WAY OR AS NOTED ON WORK SKETCH
INSTAll MINI,PAD TRANSFORMERS PER STD, 4109,1135
INSTALL CABLE TERMINATIONS PER STD'S 2254,3217, 2254 3218, 22543?l9, 22543220,
2254,3221 AND 2254 3222.
MAKE SECONDARY lUG CONNECTIONS IN TRANSFORMERS PER S10 2247 80', I OR
SECONDARY CONNECTORS PER STD 22176391
. CAP ENDS OF SECONDARY CABLES PER S' 0 2291.1115
INSTAll PRIMARY CABLE NUMBERS AT EACH END OF PRIMARY CABLE PER CABLE NOTES
All CONDUIT RUNS Will BE MARKED FOR FUTURE lOCATION, CONDUIT AND
ELECTRICAL MARKERS
INSTAll PRIMARY YELLOW CABLE MARKERS PER STO 2211.1147 AND SIGNS.PER STD
22111013
INSTALL LINE GUAROS FOR EACH CABLE RUN IN All VAULTS
MEGGER All PRIMARY CABLES PRIOR TO ENERGIZING SYSTEM SHAll BE ENERGIZED
UPON COMPLETION OF INSTALLATION.
INSTAll OUST CAPS ON All UNUSED POSITIONS OF PRIMARY BUSHING
INSTAll GRID NUMBERS ON ALL PSP"L FACILIl'IES AS NOTED ON WORK SKETCH,
COMPLETE TRANSFORMER RECORD FORMS FOR EACH TRANSFORMER INSTAllED AND
NOTE GRID NUMBERS.
JOB FOREMAN Will. BE RESPONSIBLE FOR EXISTING UTILITY lOCATIONS CALL
1.800.424.5555
JOB FOREMAN '10 BE RESPONSIBLE FOR ALL ISSUE ANO RCTURN MATERIALS
JOB FOREMAN Will BE RESPONSIBLE FOR ARRANGING ANY OUTAGES WITH CUSTOMERS
JOB FOREMAN TO COMPLETE THE J F C
LINE CREW Will. BE RESPONSIBLE FOR RESTORATION
THERE SHAll BE NO INFIELD JOB CHANGE WITHOUT PRIOR APPROVAL OF THE
ENGINEER IN CHARGE OF PROJECT AND OR SERVICE ARU,
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POSIT M07.3/bBR
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EXCAVATIOR'NOTRS
I. ALL TRENCHES ARE TO BE BETWEEN 36 AND 48 INCHES DF-EP.
THEY ARE TO BE ~EVEL AND FREE OF ANY SHARP OBJECTS.
2. VAULT EXCAVATION DIMENSIONS:
A. LOCATION "BS", SWITCH VAULT
LENGTH l4', WIDTH .', DEPTH 6'
B. LOCATION "BJ", JUNCTION VAULT
LENGTH 10', WIDTH 7', DEPTH 5'
C. LOCATION "BT", TRANSFORMER VAULT
LENGTH 7', WIDTH 7', DEPTH 4'
3. A MINIMUM 4" CONCRETE SLAB IS TO BE POURED WITH A MINIMUM
OF 3' AROUND VAULTS.
4. ANY EXCAVATION DEEPER THAN 4' REQUIRES SHORING OR l:1
SIDE SLOPE PER STATE LAW.
CALL 1-800.424.5555 FOR UG LOCATIONS TWO DAYS BEFORE CONSTRUCTION
''9 LOCATES REQUIRED 'iil FLAGGERS REQUIRED 0 SR. REQ~IRED ~ TRENCH REQUIRED
FILE NO CALLED SR NO. \ PUGET POWER
COMPLETED BY . INSPECTlO~'O. CUSTOMER
CALL ONE NUMBER FOR UNDERGROUND LOCATION ASSISTANCE, P~ONE:
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JEFFERS\;1\l COUNTY
DEPARTMENT OF PUBLIC WORKS,
1820 Jefferson Street
P'Q, Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gary A Rowe, RE, Director '
Robert G, Nesbitt, RE, County Engineer
DETERMINATION OF NON-SIGNIFICANCE AND LEAD AGENCY STATUS
STATE ENVIRONMENTAL POLICY ACT
DATE:
April, 4/ 1988
DESCRIPTION OF PROPOSA!.: The proposal is Item No. 3 of the 1988
Annual Construction ~rogram, Oak Bay Road - Flagler Road
Intersection, located in the NW 1/4 and the NE 1/4 of Section 12,
T. 29 N., R. 1 E., W. M. The proposal is to reduce conflicts,
caused by the unrestricted right turn off of Flagler ~oad onto
Oak Bay Road, northbound, by channelization and stop control.
Widening of the shoulders to accommodate left turn lanes,
drainage, and illumination will also be addressed.
PROPONENT: Jefferson County Department of Public Works.
Jefferson County is the lead ~gency for
NOTICE OF LEAD AGENCY:
this proposal.
NOTICE OF NON-SIGNIFICANCE: Jefferson County has ~etermined that
the above described proposal would not have a probable
significant adverse impact on the environment and environmental
impact statement is not required under RCW 43.21C.030(2)(c).
This decision was made after review of completed environmental
checklists and other information on file with the lead agency.
COMMENT PERIOD: This determination is issued pursuant to WAC
197-11-340(2). Jefferson, Coul)ty,will,',not act on the above
described proposal for a1;,,'lea91: ';f'i'fteen', days from the date of
this determination. Comments must be submitted to the Jefferson
County Public Works Department, ~.O;, Box 1220, :?ort Townsend,
Washington 98368, by April 19, 1988.
'"dj.ii~' . J'
,
B.G. Brown, Chairman
Jefferson County Board of Commissioners
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RECEIVED
A?R 6 1988
J.-r:Fi;:i'SON COUNTY
E.l" .:..\i.'!ERS OFFICE
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ENV I i~ON:'.1ENT^L CIIECKL I ST
. Tho Stuto Envi..ronlllonl'uL Polley Act O;EPA), J.:C"1 4J.21C. ruql,Ji..r~oa uLL ~o"'ornmantuL ogoncLes to
consi.uur lllO cnvLronmuntuL i.1lI1)Uctu of u propolluL bofo'~o h1ulcLng doclnlollu. An onvLranmontol lnlplllct
$I.alclnunt ..lUst uu pr'ululro(l for utl propouuLu wlt"1l rwohullLo uLulItfLcunt; udvor'so tlllPUOI:S all the
1I~",Li.t). of thu on....i..ro.lIuunt. 'Ihu pUI'pOl.>U of LhLu chucldtrll: to L:o l}I"o\li..do tnforllluHol1 to holp you
mk..l tho ogonc)' lclunl'tt'y LlIIlhloCf;1l from yo~.r propoftnl~ rC,ICIt,1t11l or uvoLd tlllpuata frolll tho pr~ojJosuL, Lf
i. L c..an 1,,0 done; und hoLp tho uHuflcy ~Qcldo wlu..lhu,. 1111 lZlU Lu rO'luLrou.
PflCPOl'<ENT,
Jefferson County Department of Public Works
P.O. Box 1220 Port Townsend, WA 98368
AOOP.ESS :
T[!LEPIIC.":E: (Ilome)
(bu~l"oss) (206) 385-9160
Robert G. Nesbitt
,\UJlIl\!:!ZED nEPRESENTATIVE (contuct) I
AOlmESS, Same as above
TeLCPHONE: (homo)
(LJuuLnuuu) Same as. above
DIRECTIONS
TilLs chocl<List USIHi you to dosc...l.LJo nOll1o bosl.e lnr-o'"motlon about your proposol, Tho quolIl:tons
nppl V Lo tho enUre propoulIL. lncLudLng thooo phasod O\lor' a portod or HIlIO or on sepul"'uto porcoLs
of l..amJ,
,'n5uar- ooch c!un'lSl.Lon ur.cu....otaLy und com"Let:oLy to u\loLd unnocQssury doLuya tn procol9sLng thLs
Cll"cl,Llsl-, If you do not: "now an onuwo,", w,.tto "u,lknown". or if' oll CluoatLon daDS not UPI)Ly. wrLte
"not uppLlcuLJl~,"
,\m.uors to :sumo 'lLlC1sHol1o moy rO'l....lro upocLoL oxporHsc or t:cchnLcuL ossLstanco from quuLLfted
1'(1'.50"5. Ihu cou~ of obloLnLnc Quell tn(o"llIntton Lu Lhu '"OUllunuLLJLlLt:y 01' tho proponont.
,\It.,el, '"l)' addtl:tolUll i"ro,'mnl.tol1 (,'ol,crtG. 5tudLeG, IllllpU. LlLusl:rul:Lons. lou5D5. pormtto.
ule.) Lhut 11101) furthor" uuacrlbo lhn proposal or bo ,'oqulr"od by Jaffor'9on Counl:y.
Cont-wet l'!IU JOrrOr"lion County Plunntn,; IInLl Out ldLng Dopurlmunt for usatst:unce ion cO/llpLotLng tho
CfH",'klLbl- .tI,d for l"for/llullon on tho adllll"ttil'ruH"o pror.oclures roqutrod for Ltls procoDstnR'
PLE-'!,E NllNr IN lJLACK 011 UWE INK orl TYPE EACII AN!Jl'IEI!. CO NOT I',r.rm IN TilE Ar.EA DESI CNATEO
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PRCPOSAL, AND
PROPERTY DESCRIPTION
PI~oponEO I'110Jl!cr ot!scn lilT ION (doscrLuo tho proposed dovoLopmont-Lncludo a.l L Facl;or"n thut wL L L
Ill,o ." ..00.....1. ",,<l.~Dhll,,'l"l: Dr U'. DOOl'o Il,,<l "u~"o.o), The proposed Oak Bay Road F1aCller
Road intersection improvement. CR0738, was initiated to reduce conflicts between Oak
Bav Road and F1aoler Rd. traffic caused by the uncontrolled riqht turn from F1aoler
Road onto Oak Gav Road. northbound. Also included in the improvement will be left
turn Channe.liation for traffic turning off the Oak Bav Road onto Charles Avenue as
-1hc-nld-Alcohol Plant, s~rvprl hy r.harlps Avp , is hpinp rlpvplnpprl into a rlpst~n
---1;y.pe..J:eSOd.-I.tul-JU:OPM"rl impx:olLelIlllllt.-1"Ill I n"lOln" stnp "nntrnl ann "haMP' hAt! nn
~ctloos 101101110<1 Some pA"('e1. of ..iaht Of ~'~y 1,,111 h~ "'1,d"..rt tn
-acGOll1OmQ-thQ-Impr.o-VQm9nt..-r.\.i.fl~~rading and-<Wa.i.nafl~Qratlon 10'111 also ba
addressed.
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PROPERTY AND AREA IlESCllIPTION.
Mcr... t
LesaL (fro. property tax .t.t...nt) t
. LotI
Bloclu
SubdLvL.Lo"a
Portions of the N~ and the NE~
I::ongo, 1W. 1~.M.
. Tax P....c.L I
Quart.,.. SeatLon. t
29N
. SeatLon,
12
TownahLp t
Tax Nuab:-rt
Land Ar.. (dlmenalona) t
o.,..,...l Cd..arlb. the LocatLon, physlcaL charact.,.,L.tLca, ..-.d extant 0' Land .re. to b. ."ect.d
-Lnch.da aLL 'actor. that .LLL CLv. an accurat. underatandLng 0' the prop....ty and Lt'. envl-
ronoontl. The area of the improvement is rural with generally rolling terrain.
The Oak Bay Road-Flagler Road intersection 'is a major facility serving traffic
between Hadlock and Port Ludlow. the navy base on Indian Island and the Marrow-
stone Island community.
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SCHEDlLE (LdentLtv begLnnLn& and endLng datoll 0' the propoaaL-lncLude ph..lnS) I
19B8-1989
OVERALL PLAN (d..erLbe any pLan. 'or future addLtlona. aMpanaLons, or rel.ted 'aotLvltL.., or pLana
by cthoro thot...y o"oot tho propooolh Utilities relocation projects may be integrated
into the plans. The Old Alcohol Plant is being developed into a destination type
resort.
REQUIRED APPROVALS (Ldontl'y .Ll loool. ototo. and 'adoral approval 0 roquLrod for tho ooml,lotlon of
tha propoooL and L' ony approvaL. ora pandlng that ora roloted to tho propoul)' A l~ashi noton
St~t" n"p~rtm"nt of Natural Resources burnino Dermit mav be required.
ENVIr:OMlENTAL DATA (LLat any o.LotLng or propoood onvLronmont.l In'ormotLon ouch.. .tudL.. or
docunent. r.L .t.d to the propo..L) I
Soil survev bv the Jefferson Countv Soil Conservation
~~~\Iirt)
Possible studies' done in conjunction with the development of the Old Alcohol Plant.
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ENVIRONMENTAL
COMMENTS
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EVALU,..TION
AI.... OloOlr.. MLtLlot.
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Chock tho Ltc.. thot d..~..Lb.. the .Lt~L.t (..CLLLnl C hLLLy
C atoop oLop.. C ooo";tolnouo C othar-Ldontl'yl
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^s:roo OL:Ul~roo M1. Ha:ote
.',11.,1" \'5 tho SL-tHlpuSl:' sLopo un Lllu si..L'o? Idolll:Lfy tho "pproxl..lI1ulo
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percent of lho 9lopo:
4'1- Other than roadway ~lopp,
3,
\',I\u t goneral t")'fJOS of solls oro found on tho st to (t. o. sand. li'I
~r......oL. poat. or muck)? If you know Lho clo3si.ftcut:ton of Qgrt..
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culturaL soLLs, 5poctfy tllum and nolo ony prllno farmLand:
Sandy Qravel with shallow deposits of peat in the low areas
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Arc thoro sur-fuca Lndi..~uti.ons 0'. u hi,,9l:ory of unsl:ublo soLls tn ~
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the LuwncdLu to vlctnt ty1
If so, d05crlbo them:
None
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Oeser-Lbo the purpatlo. tho typo. and upproxLmot:o C1uunl:i.l:tos of any ~
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fL.lLi.n~ or grudLng proposed. IdanHfy tho 50Uf.CO of tho fLll:
5.000 C,Y. of gravel borrow from Anderson Pit to widen
the roadway to accomodate turn lanes and shoulders.
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Could orosLon occur" U:i u result of cLeartng. consl:roLlct:ton. or ~
"'507 If ~O. (;cnoruLLy uQscrtl.Je tt: Small amounts or erosion
mMY nrrllrp rlllring rnnc;trllrtinn tn hp rnntrnllpn hy
"Temporary Water Pollution/Erosion Control".
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About "hut porcent of the st l:c ~"ouLd be covered wtth Lrnporvtous &.
$urfo.lcos ufL'cr construcl'Lon oP l:110 projoct (L .0. 8splluLt or
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l.IutLdLngs)7 Aooroximatlv the same amount that is covered now.
n, DObcrt bo propo~od 1Il0Llsur'09 1:0 reduco or conl:roL orosLon or othcr ttt 0 0
llll'lact~ to Lila curl-h. l f uny: Jefferson County will include
an item for "Temporary ~'ater Pollution/Erosion Control i
.in....llie contract" , Also all areas di s turbed wi 11 be re- I
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veaetated as Dart of the contract. I
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tho nLr. Lf wouLd iii{ ,
9. l',hat' e)'pOD 011 omluoLon9 to any, rCBuL t: from tho 0 0 I
propotiul (L.a. dunt. autornollL La aeJol's. a,' LncJustrLuL wooeJ 911I01(0)
cJurLng conut,'uctlon nnd \1111011 tho proJecl: Ls compleLed7 Conornlly 1
deGerLbo unu &tvo oppro)(lmal:o '111unl:ll:tou, Lf' I<nownl Construction
equipment will emit exhaust fumes and be noisey. Possible
burning of clearing debris would produce wood smoke.
10. ,'rO thoro any off'''IILl:o UOurootl 01' omtnuLQno or odors l:1,nl: IOny
uffoct )'our JwopouuL1 Ir DO, gonoralLy UUDc,.Lba than" N,\>
ll!f.
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II, Descri~e proposed measures to retluce or control il1
atfi~~\~I~g~~u ~~ thu aLr. Lr uny' Keepinq machinery well
maintained. usinq fans while burninq and water to keep the
dust controlled. Burning will be restricted durinq times of
air pollution warninqs.
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SU'"f'acD I"Jater
12.
Is tho,..e any surface water body on or In tho tmnodLoto vtcLnLty of
tho alto. Lncludtng Y8ur-rotxld or soasonal strepma, sott waters,
Lnkes, ponds, and wetlands? I f yes, doscrtbo tha type and provLde
IF approprLato.. at-ato what stroom Or rLvor Lt 'fLows tnto:
No
13.
I'llLl the projoct requLre any work ovor, Ln, or adJacont to tho
If yes, doscrlbe the work Bnd
descrlbed waters (wlthLn 200 feet)?
No
attach avaLLablo pLans:
14.
EsHmDte the amount of flLL and drodgo mBtorLot that wouLd be
pLaced or removod from the lu.....face wators or wetLands d1l"1d tndLcoto
tho area of tho :IILto that would bo affectod. Idontlfy tho source
of' the flLL mator-LaLs
None
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EVALUATION
Agree Dlsagrea MltLgat.
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15. ~ltLL the prQPo~u.L raquLro surfaco wator wL thdrowaLs or dLvoraLon97 ):L 0 0
CLve . gonarat desert pHon and ldentLfy the PU"'P080 and nppro)(lmoto
quantLtto., Lf known I No
16. Does tho propoGoL Lt. wLthLn a 100 yoar fLood pLaLn? If ao, noto R 0 0
tho LeeDHan on the alto planl Nn
17. Doell tho proposal lnvoLvft any dlachargoa or wasta mlll-or-lala to ~ 0 0
aurface watora? If' 80, dOBor-lbo tho type or wast-a ond anttalpatad
voL urn.. 0' dL aoharSIt' No
Oround ~Vn tor
10. \VLl.L ground watar b. wLthdrawn or wLll water" be dLachnrgod to
ground wat.r? . CLvG a sanaraL d...crLpHon and Ldontlf'y tho pUr-pOI a
and approoNlmato quanl:LUe., Lr knO'7nl No
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:!~. ".h.st' leLnet nnd omo...,t of vegotaHon would bo removed or at tared?
3/4:t a~rp of brush. willow. alder. and some fir trees.
:!s. Llst threatened or endangered specLos known to bo on Or noo,.. tho
.Lto: None
26. OoserLbe proposed londscopLng, use of nature pLants, Or othor
maosUI"'es to proServe or enhonce vegetntLon on tho aLto, It I' anYI
All arpas disturbed will be re-veqetated with suitable
roadside plantings.
AN I MALS
:!7.
Chock any blrds Gnd anlmals that havQ been obso,..vod On or noor the
5L ta Or oro known to be on or near tho st t-o:
cl Btrds:)p hawk Xl herc.n KJ aaglo ~ songbtrds C other-LdentLfy:
XJ Mamnnls: ~ doer 0 boar 0 elk 0 heaver 0 othcr-tdenHfy:
o Ftsh: C boss 0 salmon C trout 0 harrLng C shoLLFlsh
o ot:har-ldontLfy:
:l8.
LLst any throatenod or endangered specLea to be on or noor tho
st tOI
None
39.
I B the 1St to porl: 01' a mtgrat:Lon routo? I f !la, o)(pLaLn hOWl
Yes water fowl
30.
009c,..lbe proposod meosu,..es 1:0 proBo,..va or enhanoe wLlcJlLf'e, Lf
any:
None
ENEr.GY AND NATUr.A~ RESOURCE5
31. "'hat' klnds of' anargy (L,e. oLoctrlo, noturaL gRII, aLL, wood atova, XJ
and DoLur) wouLd bo used to moot tho complotod proJoot's anorgy
naoda? DOllc,..Lbo whother Lt wouLd bo uood for hoot-Lng, manuf'aotur-
lng, ote.;
None
3:1. l':ouLd tho pro~oct n'focl; tho pol'ont:tlll usa of ooLor anergy by
adJaconl' proportLoB, I' GO, goneraLLy doserLbo tho nf'f'oatl
No
33. '-'hat kLnda of' onargy con,ulrvnHon fnnturaa ora LneLuded In tho
plana 01' thLs propo.al? Llet othor propolled mODsureul to reduco Or
oontroL onorUy Lmpaoh., Lf any' N/A
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EVALUATION
Agreo Otsagroee MltL&ote
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19. C05crtba tho waste ml.ltortnL that wouLd be di.achurgod toto. the
ground f,..om scptlc tanks Or ol:hor sources, Lf' any (L.e. domostLc
5e~Q&O; lnclust:,..LoL wastos. ldonti.fyi.ng tho chomi.cuLs contnLncd;
4nd ugri.cul turlll ~uSt(5). Duscri.uo tho goneral stzo of tho
aYlltem; tho nLAubor of !Such systollls; tho nunuar of hOU90S to bo
.c,..",ocJ, Lf' apptLcobLo; or tllo nlAubor of ontmuLs or hL.mons tho
system(s) L5 O)(poctod to 8or....o; N/A
1'Vul:or Run-off
Ctncludtng storm water)
20.
OeserLbo tho Bou"'ce of run-off. LncLudi.ng storm water. D09c,..Lbo to
tho matl'ad of collocl:i..on nnd di.5pO~uL. tf any, Lnctudi.ng uny
kno\\n quunHttes. ""horo wLLL thLs water flow? I'Ji.Ll thi..s water
fLo,,, i..nto olher wnt:cr:l1 If so~ doserLbo Lb No additional
run-off will be generated by this proposal.
2L
Could waste mut'e,.tuls entor ground or SUf"'f.o.co waters1 I f' 50~
gener..LLy daserLba ha.., Durinq construction waste material s
could be washed into the drainage system.
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Agree DLaDgrDe MLtlaat.
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DoserLbo prQPosed mODsuros to reduco or control surruco~ ground~
~
Water Pollution/
All
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and run.off "0 tor LmpuQts, Lf uny. An item for Temp,
Erosion Control is included in this proiect.
rI i s tu rherl .a.r.e.a..s.J!ill be reveqetated.
PLANTS
23. ChOCK tho tYf'oU of vagototlon round on tho aLtol
:tJ Doclduou5 trool }b aLcJor ~ rnuflLo 0 aupon 0 othor-Ldonl:l.fYI
IX Evergreon trool kJ fLr Xl aodur 0 pLno 0 ot:her-LdontLf'YI
lb Shrube
CJ Cra..
CJ Posture
CJ Crop or groL"
10 "lot aoll plnnta, 0 oat toll 0 buttorcup)!:] buLlrush 0 akunk
cobballo 0 othor-LdantLfy,
CJ "IAtar plantll 0 wator Llly C GaLgrusD C mLlrolL
d olhar-LdanHfy,
o Othor-LdenH fy.
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ENV I RON"~NT III. 11l:^L TII
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Are thoro i.lny o"'Io'i..ronlllcnt-al hooL th hazards, LncLudlng e)(posuro ~o
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toxlc cluJnltcaLs. rlsk of flro Gnd o,",pLosi.on. sptll. or hozurtlou5
""usto. th...t could occur as u rosult of thi.s proposaL? If' 50,
ddscri. bo tho hu:.r.:ords:
Possible fuel or oil lpakino from
pqlJipmpnt rlllring rnnc;.t.rllrtinn
35.
Ouscri.Lo spocluL olllorgoncy sorvlcos that mLght uo requLred,
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Oesc,.t bo propofiod 1lI0U5UrO~ to roduco or control unvl.ronlllontat
h...Lth ""."rd.. If .ny: Maintain equipment properly.
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NOISE
37.
",hat typos _ of naLso o>clst tn tho lIreo that may affect your project
(Le. troffle. O(lulpmont, nnd oporat,i.ons)1 N/A
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38. "~Iu,t types and LovoLa of naLso wouLd bo croutod by Or aS5oLcotod
,..tth tho proJoct on " short-torm 01'" " Long..tel"'m bnol.u (L.a. con-
strucHen, trufflc, and operotl.on)1 IndLcoto what hours nOloso
~ould CORIO from the oLtol DlJr;np cnnc;trIJ("t;on no;c;,p. wil' hj:l
generated by heavy equipment normally associated with this
type of construction-7:00 a.M. to 5:00 P.M.
39.
ell
Work will be done only durin~ normal workin~ hours.
o
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DUllerLbo proposed Ploasures to roduco or control not DQ Lrnpoc t:D. t f
any:
L/\ND /\ND SIiOREL I NE USE
40. What Ls tho curront' USQ of' tho sL to, on~ adJacont: P17opo,..tLoo? ~ 0 0
Roa dwa y USe of site. Rural with some residential use
of adiacent porDerties.
~1. H.JB tile st to baon used for anr L cul h..t. Q? I fDa, doacrLbo lhe UDOI ~ 0 0
No
~J. Doser-Lbo uny ol:ructuroD on tl'\o uLtol Roadway, util Hies ~
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\':ltL an~' ",lrucl:....,.-os be domoUshed? If 90, what st'ruch..es?
Portions of the existing pavement will be removed.
...
:'.hat la tho c\.rrent" comprohonstvo plan or convnunt t-v dovelopmont
plan dostgnutton 0' tho alto? IdonHfy the plan;
Rural
Jefferson County Comorehensive Plan.
.5.
IF a,:ipLlcable. ,,,hut ls the currant shorBltno nlostor program
duslgnatton of tho si. to?
N/A
.hi.
t1.IS any part of tho aLte be on classlftod AS an "onvlronmontaLty
sonsi. tlve" aroa? I' aD, speci..Py tho port: No
.7.
,\ppro:o(lmatoLy how many people wouLd rosLde or work tn tho
N/A
completed projuct:?
.0,
Approlot,;tmatol)" how muny l)oopLo would tho comploted proJec't
di.sptoce?
None
-I~l.
Descrlbo proposod lnOas.....05 to Bvoi.d Or roduco di..,spLacomont
tmp.acts. Lf nny:
N/A
St,).
Oese,.i.bo profJosod maosurea to ensure the proposal La compatlble
\litH, eHi.sti.ng und proJectod Land USGS and plans. tf any'
Provide safe access for area residents.
IIOUSING
51.
Approl<tmutoly how muny unLta would bo provLdod. Lf any? IndLcnto
,,"othar lha "au.Lng L. hLgh, mLddla, ar low Lncoma, N/A
52.
Appro>olmutoly how nlony unlta. Lf onv. would ho oLlmLnntod?
Indlcnl:a ,..hol'hor l'ho houalnc ls hlUh, mldcJlo, 0,.. low lncomo?
N/A
53.
O"Gcrlbu propouod monouros to roduoe 0,.. controL houaLng Lmpoots,
N/A
Lt' any.
^ESTliET I CS
5,1.
l',hnt' L. tho t'utLo.t: holRht' C')f any propoaod sl:ruol:llr"o(a), not:
"/hot LG lho prLncLpol a~tarLor buLl ,II nll
40' - Luminaires. Steel.
lncludtnn untonnua?
m~ tarL al (GI IWOpoGod?
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EVALUATION
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cbs trL.H: ted?
None
Agr-oa, OLsuu,roo ML tt&atc
o
55. ".hat VlO\~5 In Lho lnvnodluto vlci..ntty wouLd bo .uLttlrod or
56.
OeserLbo proposed nleu~urQ5 to reduce or control. uosthottc i..mpocts, XJ
i.f uny:
None
L I GilT ANO GLAl1E
57.
tteNt type of l i..ght: or glo:-e wouLd tho proposal produce? What tt.mo tb
of the day ..auld tt matnly occur? Illumination of the intersection
area durinq times of darkness.
58.
Could Llght or I;Lure from tho Clnlshod projoct bo a suful:y hazard KJ
or i."tor-raro wlt'" ....Lows?
No
59.
'\hllt oxlstlng off-at to sourcos of Ltght Or gLoro may affocl: your--
None
proposoL 7
GO.
Oeserlbo pruposed nlc.u5\Jros to roduce or controL Llghl and gLore 00
,."acts. ,f nny: Proper design of the intersection illumination
system.
RECREATION
1i1. ",hat dostgnutod nnd Lnfermal rocruoHOllaL opportunltlos u,..o In tho OJ
,..".dl.t. v,c,nUyl The Old Alcohol Plant Development includes
a marina. beaches in the area provide fishing and clam
digqing opportunites.
62. \',auLd tho propoDod proJoct dlspLnco uny o)(lGtlng rocroQHonBl
USGS? If' no, doacrlbo tho di.spLucomontl
No
tl3, Doacrllao p",o(loaod nlDDsut'oa to reduoo or control lnllJQote on
,.ecr.otton, lnoLLK.JLng racraut:LonaL opportunLtLoo to bo provtdod by
the proJoct or prop.nont. If .IlY: Access woul d be improved to
the marina.
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EVALUATION
HISTORIC MID ClLTLf1AL Pr:ESEP.VATlON
Agree Olsagree Mt.tlgat.
6~.
Are there any placos or objects llstod on or proposod for natLonal. 'D
st-ute. or locaL presorvatLon rogtstern known to be on or noxt to
tho sLto? I f so. generally doscrtbo thom: No
65.
Canornlly doscrtbe any Londmor-ks or ovtdonco of hlstorlc. cull:u,..al. E9
arclluoologt.caL. or aCt.ontLftc Lmport:anco known to bo ontor next to
the sL~...,:
None
66.
Ooscrtbo proposod measures to roduce or controL LmpocbJ. tf nny: ~
N/A
TRANSPORT AT ION
67.
Idonttfy pullltc stroots and htghwoys sorvlng tho stto nnd doscrtbo 0
tho proposed accoss to the oxLstlng stroot systom. Show on tho
st to pLun;
Oak Ray Road. Flaoler Rd.. Charles Avenue.
69.
Is t'ho !!Il to cu,..,..ontl y sorved by publ La trBnsL t7
.lpproxLmal:o dLohlnoo to tho noorool: tronstt st:op?
I f' no, what ls tho 0:
N/A
69.
tf.,\" many porkLng spacos would tho cO'"fllcl'od proJoct: hovo? flow mnny tti<
\\Quld tho projoct oLLmtnllto?
N/A
70.
Il:llL tho proposol roqulro nny
rouds or Db-'ooto, or In.,,..ovcmonhs ~
to o",Latlns; rands or atroots, not Lncludlng drLvowoys7 I r so.
gonorolly dODcrtbo thom, LndtontLng whothor thoy ora pubLLo or-
I'rlvutol This project is reconstruction of an existin~
Public Road.
71. I':Lll tho p,..oJftcl: use Will-or, roll. or al,.. transportmHo", or ooour a;)
I r 110, ganorolLy
Ln the Lrrrnadlotc vLclnlt:y 0(1 those f'nclLLt:Las?
No
dl)scrllJa tho \,UIO'
7:1.
How m..ny vohlouln,.. trlpn par duy would bo gonorntod by tho com-
pleled proJact? I" known, LndLcnta whon paalc voLumo8 wouLd occur,
None
73.
OOBer-tbo propos ad moasures to raduco 01" controL tronsport"l:ton
N/A
lmllllClta,
If .ny. _
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701. '''auLd tho pl'ojoct rosult tn on l.ncro850d naud for pubLto Bervlcea m
(l.G. fi.ro protoct'lon, poLteo pro t:oc t:t. on, hoalth carD, and 5chooLs)1
If 50, gonerally doscrlbe the rosuLts: No
75.
DUllertbe proposod moasuros to roduco or control dlroct: i.mpact:s on
pubLi.c sorvi.cos, lr any: N/A
L;:
UTILITIES
76.
Chock whi.ch uH.LLttes ore c.....rontLy uvotLubLo at tho sl.to: 0 wo.t:or
i6 electrl.ci. ty 0 natural gos 0 rofuse sorvi.co irI teLephono 0 septtc
syaton. 0 sonl tory sowor lD othor-':"'l.t.lonHfy:
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77. Doscrl.bo tho uti.LttLu$ tha.t: urc pro,)osed for tho proJoct, tho
uHLl. ty provi.di.ng tho sorvLco, and tho gonoroL cOf1structton actLv-
lUes On the 5t to or tn tho tmrtlodLuto vtclnt ty thut: mtght bo
ncoded: Some utility relocation will be needed in conjunction
with thp prnjp~t
^CKNm~JLEDGEMENT
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EVALUATION
Agree Ot8o.groo Ml tLga t.
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I ucknowlodgo that all tnformut-ton I)rovldod tn thLs choc'elLst and all o~tuchod nlQtorLaL L. truo
l1nd curr"ct to tile boat of my IcnowLudae. I under. tend tho load Dgency t. roLyLna: 0" thL. Ln'orma-
tlon tomako Lt..s docLsLon.
In utJcJt Hon, I I.lI1cJorotnud that rovtaw undor SEPA daDs not constLtul:o approval 0' 0 proposal,
cOlllpLl unce ~t tll l ceol, ata to, tlnd fadoraL roguLotLono nppLLcubLo to tho proposaL ahuL l cona tl tut.
ufJpro\'..L. (Choele wLth opproprLuto ol:OnClaD to dat:'arlllLnn what' approvals oro requLrad.)
SEP" lIpprovloIl La bosad on lho l"l'orlllutLon you provldo. If found L"occ.....ata, approvol oouLd ba
"l thdr",u,n.
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CR0738, OAK BAY RD. - FLAGLER ROAD INTERSECTION IMPROVEMENT
Design Report Narrative
February 10, 1988
B. Laurie
Project History:
The Project was initiated to reduce the conflicts between
the northbound Oak Bay and the westbound Flagler traffic caused
by the "free" right turn from Flagler on to Oak Bay and the
development of the Old Alcohol Plant into a destination type
resort that accesses onto Oak Bay Rd, via Charles Ave.
approximately 300 feet to the west of the Intersection,
Current Findings:
The Project is curl'ently number 2 on the 1988 Annual
Construction Program and number 3 on the 1988 - 93 Six Year
Transportation Plan. The funding source is proposed to be Federal
Aid Secondary and Jefferson County. Additionally, the
intersection is currently rated No. 13 overall (36.81 points) out
of 70 in the intersection priority array.
Recommendation:
This project should be constructed to the standards for a
rural major collec tor with an AADT of over 2000. The geometr ic s
should be consistent with the recommendar.iot:1s provided by Mr.
Alan O. King, P.E., Local Traffic Services Engineer for
W.S.D,O.T. State Aid Division, report daten 9-23-87. Included in
the project should be the Oak Bay - Charles Ave. intersection
providing left turn channelization for traffic turning off of Oak
Bay and on to Charles St. Additionally, to help reduce the
construction costs, utilization of existing surfacing should be
considered with the minimum of removal and the use of thin AC
overlays.
Submitted,
4c~
Date ~ -1"0 -88
Engineer
Approved:
~7!.~~~ Date .2-/&:' -f?$'
~obert G. Nesbi t, P.E., County Engineer
d~ a. R.u.c.-- Date .;2-IZ.gt!>
Gary A. owe, P.E., Director of PUbllJ Works
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JEFFERSON COUNTY ROAD DESIGN WORKSHEET
c. R, p. 738
Date:_LLLL~~7____ Prepared by:___________
County Area:_~2_::9~ Checked by:____________
'. C,52.71!7 5~99tJ8
Road Name: -..r:Z..~tf:.L€.5__1t.Q.:_gtJKli/i:l___RA:....f_.JJ.~~g.s 4VE Road Number: 3.2.o.Y.f?:L_(;;';J~Lj()7
Proj~~t Title:__0_~E:_~3_L_~~_~_~~~f~~~~_K~_~~_~~~~1~Q!~_____________
./' f..fr.f;"..,rt~ o. 00 .,~<< ,N", .~. D, OZ ,
From;~.!1..p'::'_QLtrl... To: M.P._C!.~Q.3__ Length of Project:__~_'_~~___(miles)
,,):I(')lID1 C'J,,.,i! r:~: /YI..?, 6, sc..
i ,v17D" I) Cjr^ Tf", "', Po 0.97 AWARD TVPE
County Forces State
Other:
€tra~
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Local Agency <E~deral) State)
Fundino Funds
: Percent : Obligation
:State"~: Date
Total
:Estimated :
Phase
P.E.
I ;~ , t'l (.iO / 9'1',,- ID; tJ(')7 ~.) :::0 5"'/ /::> - 87
..... ~,
G.. f)'tO 1 /',/'),., .5:; C) 06 83, .3tJ : .2. - 8~
:
F;: ('00 I" /."(/"0 I ..... ......."? ( ,~~ _?-I/ 9 6~e
." /.11"', --'~
IlY. /.'t.....() I/~ /,,(., , Rs-- 339
,
R/W
:
Canst. :
:
Total
;.
Description a4 Existing Facility: (existing design and present condition)
Roadway width__fZ~__ Number of Lanes C Shoulder Width~~~~~_
Surface Width__2Z~~_ Surface Type_~~~~---
-:;-/t,. ;;'>/,,71'1(; /iGJ'i' 'i,iPf, ;-'101-'1" 1'7:~1-" F7/_1(~/er: Fl). 7i5 C,.;;..' t:rli' "KD, I.:, .Ll..-J
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JEFFERSON COUNTY ROAD DESISN WORKSHEET
Description o~ Proposed Work: New Construction____ 3R_~ Maintenance____
Roadway Width:_~f~'.Number Lanes:__~_ Shoulder Widths: Lt_~_ Rt._~
Ballast Depth:____ Crushed Sur~acing Depth:____
Sur~acing Width:_2.0_ Surfacing Type:llLL Surfacing Depth:____ (008 ,/l1V<)
, _~'6'f- 2 fc:, c:.ur~ lEv f ::;r, N &- on o,tH< ',34-'1'
Sight Distance Minimum:}3l:y" Clear Zone:L?:.6Jf5 Super Elevation:_o~2..L-o.I" '55'<:.>~t>'u'
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Horizontal Curvature: Max. D._J1:' Min. R._t'i~ Maximum Grade:_ZZo;::. ",' n""~&L
Design Speed:_~2_
2-Way Left Turn Lanes: (which legs) _~Ll4___ ____
cWA.e/eS Au!:. $"."", QUAD. /
(which legs)El.tELE~.f'-1l~2e~_I2",,\\::., 75"'1;,[$, o-S':,u:\UCIJING I..A"W~
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Deceleration Lanes:
c,Jf3;: WA\{
Left Turn Lanes:
Lengths of Left Turn Packets ~Dr Turn Lanes: __1~~~~~'~___ ____
Drainage Plan Required: Yes ('r;lc";
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Sails Analysis Required. Ves(N~
I11uminationl ,~~-;) No ,---'
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Crack Sealing: Ves (Ne ) Photo Documentatien Ue..Video) I
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Proposed Ro&dway Crass; Sect.leru ~tJS I'v/IDuTS '(/E.:S ,uD
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Road Const..uc:ti on Ag..eements Needed: ~;;!;t" 'No Speed Study: e No rJ~e.ve.P
Right Of Way Needed6~~ N04-0~EJ)/JlH"JE.Arr) Tu..n Movements:@" No
Hyd..aul i c: Pe..mi te; <..he..e appl i c:abl e): Yes!~ Cu..be;, Yes C&~
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Fo..est P..ac:tic:es Pe..mit: Yes '(rilc;'\ Side..alk: Yes cN9--')
:::/1NIN6 ReV/er/: @;J Nc> 6EO;;RIC DESIGN DATA
Desc:ription
Th..ouah Route C..css..oad
~ 0 p..inc:ipal A..terial:' ~ 0 p..inc:ipal A..te..ial
ll! 0 Hi no.. A..te..i al 0: 0 Mi no.. A..te..i al
=> 0 ColI ec:to.. : => _.Q, ColI ec:to..
--~-~M~jo.. Collec:to.. : ~~.MaJo" Collec:tor
0: 0 Ml no.. ColI ec:tor : 0: 0 Mi no.. ColI ec:to..
: ~ 0 Ac:c:ess St...fRoad : ~ 0 Ac:c:ess St...f Road:
: 0 Flat J:i1RoJ 1 ino DMountai n: 0 Flat !gRoll ino OMountain:
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ACCIDENT - 3 YEAR ElCPERIENCE
INJURY ACCIDENTS I FATAL ACCIDENTS
: Func:tional
:Classification
: Te....ain
:Posted Soeed
: Desi on Soeed'
:Existino ADT
:Desion Yea.. ADT
:Desion Yea..
:Desion Hou..lv Volume:
Year
: P..operty
Damage
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Numbe.. of
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PERFORMANCE OF WORK
:P..elimina..y Engineering Will Be Perfo..med By:
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:Construction Will Be Pe..formed By:
:
Prio..ity Rating:____ Datel________ Intersection Ratingl~:~~ Datel_~~~~_
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Road Surfac:e Rating:____ Date:_______ Axle ClasBification:____ Date:_______
spot Speed Study (85th. perc:entile)lff~_~~~.Datel_~~~_:B_~
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ENVIRONMENTAL CONSIDERATIONS:
,',","ciEC7' /1;<;::. /2 C/A;:::- 7.[ /;-//;::.:.'r-ic:..':7f"',) /huD /1. C'/I-r/l&OCICAUy
'"' '\/r.>CD, I"I 'DDES AJO-'- 1/'1 P'1CT" -'!I.!,' ,J!,.';7'c."'-' ,e o.e 4~/,EA/o6'lc/'1 .5/J2::5.
...~r.}~'1r...' ~."'~~-'t'lf> ~"~'J:I?~t,.,!,,)tJ.$ "YA""'ER./~/. &uTE.
RIGHT OF WAY RELOCATION:
//",I;..'Ci!.. Arnv'.r,'- ,,/::' ?/.J ;:/",,)(, C//i;< 5'1 y R.MD w.Ll 1fc ,v.E{::.c:;s/I,e.y 7:",'1" PO
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WATER AREA INVOLVEMENT:
/i(", t~l,~)'/,(:.e., /1;)/:/.l.5 c..i2.... [dE3~.I.I;:),.,-lb!J /ltJu!:.h/r::~D ~/!.- ../)Fr-cC:71.:::n T5'y -r7/I.:S p~t=-cr:
UTILITIES PRESENT: i" ,J (, r ""'.-,,,,,, r' i:
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PUBLIC HEARING:
PARTIES TO BE 'NOTIFIED (where applicable):
~Pacific N.W. Bell Telephone
;r;;l Puget Power
o Uni ted Tel ephone
'[2(Ci t Y Water
)::1, Sheri ff
,~,Cable Television
OP.U.D. or Other Utility Districts
OPost Office or Other Utility Districts
o Fire Department OHospital
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THIS PROJECT HAS BEEN REVIEWED BY THE LEGISLATIVE BODY OF .:JEFFERSON COUNTY
DR IT.S DESIGNEE, AND HAS BEEN COORDINATED WITH OTHER AGENCIES AND HAS BEEN
FOUND NOT TO BE INCONSISTENT WITH THE COHPREHENSIVE PLAN FOR COMMUNITY
DEVELOPMENT AND MEETS DR EXCEEDS DESIGN STANDARDS AND ACCEPTED ENGINEERING
PRACTICES.
DATE:
OFFICIAL:
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DATE:
OFFICIAL:
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State Aid Division
ALAN O. KING, P.E.
LOCAL TRAFFIC SERVICES ENGINEER
Date: September 23, 1987
Agency: Jefferson County
Project Number: K141
A review of the preliminary design for the intersection of Oak Bay Road and
Flagier Road was requested by Bruce Laurie, Construction Engineer, on
September B, 19B7. A field review was conducted in the company of Mr. Laurie
and Flobert Nesbitt, P.E., County Engineer and photos tal:en (numbers 476 thru
4881 on September 9, 1987. Also furnished were a copy of the Jefferson
County Nap and a preliminary design layout of the intersection.
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The intersection is a T configuration with Flagier Road forming the leg of
the T and entering at appro.imately a 400 angle to Oak Bay Road. Both roads
are twO lane two way rural facilities. Present traffic volumes through the
intersection are appro.imately 4000 vehicles per day ADT IAverage Daily
Traffic) WIth an approximate 50X split, i.e. 2000 ADT to the north on Flagier
and 2000 ADT to the ea.t on Oak Bay. Previous attempts to provide for the
split in flow resulted in constructing turn lanes east from Oak Bay and
providing for through flow from Flagier southbound to Oak Bay westbound with
a merge lane. Accident history noted by staff indicates approximately I
accidont per year over the last three years with no discernible pattern.
Tho recent development of a destination type resort to the north with access
provided from Charles Street to the west has the potential for an additional
1500 AUT being introduced to the flow at that point. This street and
intersection was developed to replace the now vacated George Street due to
ils very close proximity (150' >;-) to the intersection. The new Charles
Street intersection is less than 700 feet to the west. It should also be
noted that existing subdivision could allow development of George Street to
the south further compounding th~ complex tr~ffic pattern.
A cursory review was don~ of dn unsignallzed intorsection flow analysis by
the County. The analYSIS was accomplished using the Highway Capacity Manual
sofl"a", publist,ed by the Fed~r.l Highway Administration. It appeared to be
complete and accurate using a standard r intersection with a stop condition
c", IIle Flagi~r Road leg. fI,e analysis results .ho~led Level of Service A with
ll105C conditioflS,
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JEFFERSON COUNTY
DATE: SEPTHIBER 23, 1987
PROJECT 1I K141
A desire expressed by users is to provide free nonstop flow on
legs. There is apparently a perception that such free flow is now
Concern was expressed by staff as to the conflicts created by free
an at grade intersection, particularly through the merge section
intersection of Ctlarles.
all three
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Several design options exist. To provide full free flow design would require
structures to either overpass or underpass at least one leg of the
intersection with full ramps and merge lanes. Extensive right-of-way would
also be required. Such expensiv~ design and construction is not cost
effective for the v61umes presently existing or expected in a reasonable
future and is therefore ruled out. Available options include provision of
merge lane similar to what is existing and/or standard design T
intersection with stop(s). Either solution could be utilized with Flagier
Road north or Oak Bay Road west being the secondary leg. In addition, a left
turn lane could be used for the conflicting left turn movement.
The first consideration would be to determine the best route to preserve for
future primary flow. A rather lengthy discussion with staff indicates that
while either leg has nearly equal potential for increased development and
flow, the better option at this point would be to maintain the Oak Bay Road
as the primary route. It serves a much larger physical area with potential
through traffic. A review of the County map and road system supports this
concept.
In reviewing the option of maintaining a merge lane from Flagier south to Oak
Bay west, it becomes obvious that to obtain sufficient room for traffic
entering that Jane and conflIcting traffic trying to enter Oak Bay Road
eastbound fro. Charles Street, the merge lane would have to extend beyond
Ch"rle. several hundred feet. This introduces additional crossing conflict
for traffi" entering from Charles westbound. With expected volumes this
would likely cau.e'LIIHlcceptable conflicts with possible accidents. A shorter
..rge lane such as now in use does not provide sufficient room for a smooth
merge. Observation of the Intersection for a brief off peak ti,ne durillg tI,,,
field review showed the majority of vehicles either substantially slowing or
coming to a lull stop befor" entering Oak Day from the merge lane. The
perceived free flow condition now apparelltly ".ists only at rara intarvals,
alld then ollly at quite low speed. Again, without significant cost
involvement, it is not feasible to obtain a nonconflicting smooth merge
pattern with true free Ilow within the available distances.
A ~tandard T intersection would eliminate the majority of the conflicts both
nuw alld In the future. The only negative affect would be a slightly
increased dlllay lime for turning movement due to the required stop condition.
The adsllng conditions however show that the "ctLlal increased delay would be
m.asured In fraclions of seeo.lds as th!! traffic Is already having lo delay
significantly as IL is unabl~ to merge smoothly. This delay differ!!nce will
PAGE 2 OF 3
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JEFFERSON COUNTY
PROJECT ti K141
DATE: SEPTEMBER 23, 1987
decrease with increased volumes from Charles Street and the attendant
increase in crossing conflicts.
The level of Service A shown in the flow analysis is indicative of the best
possible conditions, with essentially no delay caused by conflicting
movements. If the traffic splits or expected volumes were to substantially
alter, this condition might change. However for reasonable projections it
would seem most appropriate to reconstruct the intersection with a standard T
configuration with the stop leg on Flagier Road. A short radius right turn
lane from westbound Oak Bay to Flagier northbound and a left turn pocket
from Flagier southbound to Oak Bay eastbound could be incorporated into this
design. This would provide for good flow conditions with minimal conflicts,
thus minimizing accident potential.
In addition, the left turn pocket on Oak Bay should be widened and lengthened
to allow for greater storage capacity and better alignment and width to
reduce potential conflict at that point.
This solution can likely be accomplished with minimal reconstruction and
cosl.
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STAKE OUT I
COOHDINATE TABLE: CRP138 I
PREPARED BY: AUBREY P ALt'IEH DATE: 10/27/87
..-." --------------------------------------------------------------------------------
, I
Z TYPE elF STAKE OUT: NOHNAL 1
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I-w BACKSIGHT FHOM TO DISTANCE ANGLE DIRECTION
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-'0 4:5:; 454 728 729.151 A 166 00 23.8 H N 8'( 01 37.6 W
u c. !155 454 13 353.138 A 166 35 06.3 R N 86 26 55.0 \~
OOw 1l?5 454 18 287.292 A 166 40 19.1 R N 86 21 42.2 '<I
-' 1-' 1155 454 24 Td.109 A 6 37 59.5 R S 66 24 01.8 E
<J)u. 455 454 74d 181.475 A 327 55 48.1 R N 74 53 46.8 c
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1.1..< 455 454 750 168.555 A 337 111 38.9 R N 811 39 37.6 E
en::l 455 1154 749 160.381 A 0 49 30.9 R S 72 12 30.!I E
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u. 1-1 1154 24 792 Scl"(.93B A 173 46 141.8 R S 72 37 14.0 E f
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1154 455 '752 :'88.29"( A 12 02 Oil. ') R N 00 59 56.!j vi
1154 1155 849 51j1j.091 A 411 14 27.1 R N 2ti 47 311.2 \~
1154 IlS5 750 595.653 A 6 09 56.3 H N 66 52 05.0 VI
4:>'1 1.5:> 749 58'( . '(90 A 359 116 29.4 H N 73 15 31.9 vi
liS/I '155 792 83.621 A '350 52 05.9 H N 82 09 55.4 \'1
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11~5 2!1 752 162.11:'2 A 306 36 38.2 H N S2 48 lB.6 E
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BACKSIGHT
FROH
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--------------------------------------------------------------------------------
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ANGLE
DIRECTION
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PAGE 1
DATE: 10/27/87
11511 18 699 82.968 A 26'( 40 15.3 R N 18 33.0 E
24 18 699 02.968 A 263 26 22.5 R N Hl 33.0 E
749 18 699 82.968 A 262 36 35.4 R N 10 33.0 E
-'I- '728 18 699 d2.968 A 88 116 07.6 R N 18 :n.O E
<J)u.. 728 18 333 2801.404 A 88 46 0'( . 8 R N 11:l 33.0 E.
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PAGE 1
DESIGN THAV8RSE "OAKBAYRD"
10/27/0'1
OAK BAY RD. - FLAGLER RD. INTERSECTION
EAST JEFFERSON CO. BY ALCOHOL PLANT
JOB If CllP'f38
PROJ. SNGll.: BOB NESBITT
PREPARED BY: AUBREY PALMER
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OAKBAYHD From '728 (379856.954,1531958.045) To 728 (379856.954,1531950.845)
DISTANCE
CRS FrlOM TO FEET DIHECTION NORTHING EASTING
---------------------------------------------..----------------------------------
--------------------------------------------------------------------------------
72b 13 346.051j S 87 40 03.2 E 379842.672 1532304.592
2 13 16 CENTEH = 12 ROTATION CCW 379837.370 1532400.276
DELTA 1 55 01.4 RADIUS = 2864. '(ag CHORD 95.8118
CHORD BEARING = S 86 112 32.6 C ARC 95.852 TANGENT 47.931
3 10 2!1 CENTEH = 12 ROTATION CCW 379'(87.840 1532758.617
ilELTA 7 14 24. '( RADIUS = 2864.789 CHORD 361. 770
CiiORD BEAHnJG = S 82 07 49.5 8 ARC = 362.010 TANGENT 181.246
11 24 749 CENTER = 12 nOTATION CCW 3797'(0.138 1532839.673
DELTJI 1 39 34.2 HADIUS = 2864.789 CHOilD 82.972
CHORD 3EARING = S 77 40 50.0 r, . ARC 82.975 1'ANGBNT = 41. !j90
'5 7!19 7')2 Cl,NTEH = 12 HOTJ\TION CCW 3'(9612.234 1533319.680
DEL'!'A 10 07 12.0 RADIUS = 2864. '(89 CHORD = 505.343
CHO,;!: 3EAiUNG = S 71 4'( 27.0 E AilC 506.000 TANGENT = 253.660
6 '792 13 CE;~1'EH = 12 ROTATION = CCI-I 3798112.872 1532304.592
DELTA 20 56 12.3 RADI US = 2861j.789 CHORD 10111.023
CHORD BEARIrW = N ?7 11 5'( . 1 W AHC = 1046.83'( TANGENT 529.322
7 13 '72d 3/16.054 N d'( 110 03.2 ',-I 379(j56.954 1531958.845
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JSF~EnSON COUNTY DEPT. OF PUBLIC WOHKS
Courthouse, Port Townsend, Wa. 98368
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D~SIGN TRAVERSE "FLAGLERRD"
10/27/67
OAK BAY RD. - FLAGLER RD. INTERSECTION
EAST JEFFERSON CO. BY ALCOHOL PLANT
JOB It CRP738
PROJ. ENGR.: BOB NESBITT
PREPARED BY: AUBREY PALMER
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From 749 (379770.138,1532839.673) To 749 (379770.138,1532839.673)
CBS FriOH
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DISTANCE
FEET
DIRECTION
NOHTHING
EASTING
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
749 '(50 66.432 i>I 13 08 57.0 E 379831L824 1532854.784
" 750 "{52 CENTER = 751 ROTATION = CW 379886.040 1532888.015
DELTA 39 39 21.6 RADIUS = 90.000 CHORD 61.056
CHOHD B,,:AHING = N 32 50 37.8 E ARC 62.291 TANGENT 32.162
3 752 049 316.945 N 52 48 10.6 E 38007'{.631 1533140.474
4 849 749 430.180 S 44 22 10.9 W 379770.138 1532839.673
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USED POINTS
IN COOHDINATE TABLE "CRP738" J
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PREPARED BY: AUBREY PALMER 10/ 1/87 j
FROM-;~-io-;2000~--------------------------------------------------------------- !
I
POINT NORTHING EAS'rING POINT NORTHING BASTING I
================================================================================
1 377932.l:l93 1534954.466 2 3785'72.324 1534478.630 i
3 376862.035 1532180.337 4 379724.291 1532301.719 -1
5 379133.137 1532093.119 6 379850.905 1532105.653 :1
7 379791.267 1533571.546 8 378694.662 1534387.592 !
9 376984.271 1532089.160 10 379846.897 1532205.758
-'I- 11 376984.373 1532089.29B 12 376980.628 1532188.009 /i
m u., 13 379842.872 1532304.592 14 379680.155 1533146.438 1
-0
~~. 15 380131. 908 1532420.721 16 379430.789 1532390.986
;2::; 17 380717.322 1532719.628 18 379837.370 1532400.276 i
u.< 19 380126.350 1532406.882 20 380112.320 1532705.625
m::;) 21 380894.514 1532541.801 22 380736.907 1532955.546
_C
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ZI- 25 379995.281 1533031.962 26 379852.384 1532400.621
;: ~, 27 379857.858 1532305.202 28 379869.848 1532305.690
Z , 29 379920.509 1532336.164 30 379919.001 1532402.143
~~I 31 379919.321 1532388.148 32 379868.578 1532333.547
13~ 33 379856.594 1532332.943 34 379841.614 1532332.188
0- 35 379910.896 1532467.971 36 379912.404 1532401.992
o!::. 37 379832.259 1532460.458 38 379912.084 1532415.9B8
Ww
:cu 39 379859.135 1532463.026 40 379852.167 1532462.360
t;: i= I 41 379845.8,., 1532232.284 42 379849.886 1532132.373
-::~I 43 379860.803 1532232.894 44 379872.793 1532233.383
WlIl 45 379864.873 1532132.983 46 380125.695 1532420.866
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5k 47 380085.524 1532444.957 48 380163.522 1532446.739
Z . 49 3800tl6.415 1532405.969 50 380164.413 1532407.752
'" 51 380124.567 1532444.913 52 380124.479 1532446.784
, 53 380110.495 1532446.128 54 3B0086.095 1532419.965
55 380138.551 1532445.569 56 380164.093 1532421.747
57 380146.472 1532428.458 58 380125.317 1532428.916
59 380103.806 1532427.907 60 379882.421 1532371.562
61 379876.363 1532429.098 62 379881.742 1532401.292
63 379877.001 1532401.183 64 379877.809 1532365.835
65 379881.193 1532425.293 66 379tl67.038 1532400.956
.r 67 379866.110 1532441.554 68 380676.508 1532419.455
69 380675.275 15321173.437 70 380710.667 1532512.911
71 380713.299 15321158.978 72 380711.010 1532513.850
0 73 380710.667 1532512.911 74 380709.667 1532512.911
75 380710.207 1532513.'(53 76 380686.448 1532433.684
77 380685.762 15321163.675 78 380715.725 1532465.137
'(9 380715.225 1532475.387 80 380707.720 1532443.236
81 380717.226 1532Jj34.388 82 380712.352 15325311.263
83 380617.258 15321132.103 84 380686.768 1532419.689
85 380729.707 1532465.819 B6 3tl0717.908 1532420.401 I
0 87 380708.247 1532420.180 88 380730.755 15324411.360 0 0
89 379912.734 1532387.577 90 380125.365 1532427.469
91 380146.955 1532407.353 92 380104.298 1532406.376
93 3797U7.840 1532758.617 94 379tl39.933 1532362.375
95 379836.455 15321112.250 96 379613.856 1532610.916
97 379844.906 1532254.636 98 379874.880 1532255.857
99 3'79869.876 1532364.201 100 379879.857 1532364.810
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USED POINTS
IN COORDINATE TABU: "CRP738"
PREPARED BY: AUBREY PALMER 10/ 1/87
--------~-------------------------------------------------------------------~---
FROM #1 TO /12000.
POINT NORTHING EASTING POINT NORTHING EASTING
================================================================================
101 379876.329 1532415.381 102 379886.298 1532416.164
103 379863.305 1532618.298 104 380685.516 1532673.882 I
105 380113.262 1532686.008 106 380154.944 1532437.541 I
107 380094.946 1532436.170 108 380083.749 1532674.957 ,
-'I- 109 380145.142 1532646.582 110 380075.466 1532659.470
en u.\ 111 380153.401 1532662.601 112 382514.678 1535089.198 I
-0 113 383512.794 1529797.107 114 379861.965 1532149.536
w 379911.559 1532438.980 116 1532431.983
~~: 115 379911.719
a: -' I 117 379919.938 1532361.156 118 379919.68', 1532372.153 1
u.< 119 379895.543 1532334.906 120 379891.54B 1532334.705
en:::l
:E ~~ 121 379882.030 1532465.213 122 379895.772 1532234.319
I-;Il 123 379879.860 1532133.594 124 379892.827 1532306.626 J
ZI- 125 379872.845 1532305.812 126 379879.458 1532371.232
;: 0, 127 379885.064 1532431.373 128 379751.217 1533026.242
Z 1-: 129 379931.380 1533030.464 130 379897.792 1532969.665
w IJJ' j
:!: :::ll 131 379768.555 1532966.636 132 379800.516 1532841.484
13~ 133 380068.337 1533003.66d 134 379403.849 1532988.094
0- 135 380023.218 1533002.610 136 379853.415 1532616.821 )
obi
Ww 137 379777.454 1532807.522 138 379806.742 1532814.010
:cu 139 379816.505 1532816.172 140 379812.898 1532303.371 )
I- -j
~5! 141 379720.084 1533025.512 142 379688.925 1533024.782
"Zj 143 379878.513 1532878.097 144 379938.962 1532957.751
wm 145 379999.411 1533037.404 146 380120.310 1533196.712
u-
f= ~1 147 379798.042 1532705.896 148 379830.595 1532748.791
~ .! 149 379910.375 1532853.917 150 379902.410 1532859.962
'1" 151 379962.859 1532939.616 152 379970.824 1532933.571
, 153 380152.171 1533172.532 154 379776.840 1532810.286
155 379907.101 1532981.930 156 379899.135 1532987.975
157 379959.585 1533067.629 158 379951.619 1533073.674
159 380072.517 1533232.981 160 380080.483 1533226.936
161 379785.993 1532767.629 162 379795.681 1532718.580
..' .I 163 379775.450 1532816.501 164 379764.055 1532865.181
165 379751.813 1532913.656 166 379738.727 1532961.909
,r 167 379804.512 1532669.370 168 379812.483 1532620.013
169 379819.591 1532570.524 170 379825.835 1532520.919
171 379831.211 1532471.213 172 379835.720 1532421.420
0 173 379839.358 1532371.557 174 379842.126 1532321.637
175 379844.023 1532271.677 176 379724.800 1533009.927
177 379710.038 1533057.694 171.l 379812.161 1532320.238
179 379809.422 1532369.634 180 379805.821 1532418.976
181 3798Ul.360 1532468.247 182 379796.040 1532517.433
183 379789.862 1532566.519 184 379782.828 1532615.489
105 3797711.940 1532664.329 186 379766.202 1532713.024 I
0 18" 379756.615 1532761.559 188 379746.182 1532809.919 0 0
ld9 379734.907 1532858.090 190 379722.793 1532906.057
191 379709.844 1532953.805 192 379696.063 1533001.320
193 380457.863 1532444.462 194 380397.864 1532443.091
195 380155.269 1532437.546 196 360095.271 1532436.175
197 379852.674 1532430.631 198 379792.677 1532429.260
199 379550.079 1532423.716 200 379852.591 1531804.365
r;-'---
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-
-
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( PAGE I
3 I
I
USED POINTS I
IN COORDINATE TABLE "CRP738" j
I
PREPARED BY: AUBREY PALMER 10/ 1187 I
1
-------------------------------------------------------------------------------- I
FROM 111 TO 1;2000. j
Z POINT NORTHING EASTING POINT NORTHING EASTING
~~ -------------------------------------------------------------------------------- 1
I-ro --------------------------------------------------------------------------------
a: 201 379933.189 15329711.0011 202 3"(91190.0811 15321122.345 j
<- 203 380017 .1152 1532951.888 2011 3801175.652 1533684.1119
Wu 205 379600.965 1533341.570 206 379641.350 15332117.1148 i
do
en 01 207 379679.606 1533146.2112 208 379710.793 1533051.197
mW, 209 379751.626 1532993.627 210 3797311.173 1532972.601 .j
-' 1-1 211 379756.020 1532943.3111 212 379782.1135 1532893.738
~~l 213 379771.129 1532883.1d2 214 379771.805 1532837.714 I
~~i 215 379766.11 12 1532854.887 216 379813.742 1532868.891 ~
c2 ::;' 21"( 379041.441 1532865.5tl4 21ti 379843.1186 1532851.176
u.< 219 379842.789 1532839.144 220 379860.1149 1532878.568
m;:) 221 379915.860 1532926.156 222 379852.903 1532835.174 ,I
_c
:c ' 223 379870.711 1532836.318 224 379881.369 1532827.838
I- ~, ,
ZI- 225 379947.1120 1532873.036 226 379959.201 1532859.212 t
;: o. 227 379905.775 1532821.486 228 379861.773 1532781.831 ,
zl- 229 379839.333 1532743.1171 230 379807.720 15327111.794 1
::E~' 231 379812.605 1532718.297 232 379799.413 1532721.768 'I
;:)c. 233 379797.356 1532690.046 2311 379806.1106 15326l:S1.154
g!!?\ 235 379824.064 1532645.261 236 379804.653 1532641.210 I
o !::4 237 379179.831 1532726.856 238 379763.591 1532703.654
Ww
i= ~, 239 379784.670 1532656.511 240 379779.596 15326114.541
~5' 241 379791. 435 1532650.250 242 379818.092 1532606.978
..Zj 243 379832.242 1532589.851 2411 379808.580 1532535.338
~~; 245 379820.972 1532536.982 246 379826.597 1532537.156
- :c, 247 379848.055 1532541. 823 2118 379853.810 1532413.157
5...., 249 379l:S38.835 1532379.601 250 379844.292 1532269.728 I
Z
251 379862.974 1532473.423 252 379808.745 1532465.214 I
253 379815.427 1532467.002 2511 379845.128 1532596.635
255 379849.026 1532637.264 256 379842.924 1532636.273
257 379854.510 1532664.322 258 379675.619 1532673.776
259 379964.976 1532680.050 260 380149.140 1532687.1149
261 380120.801 1532672.655 262 380116.805 1532672.845
263 380116.671 1532703.690 2611 379986.734 1532698.640
._' .J 265 379871.029 1532690.372 266 379849.133 1532698.125
r 267 379837.569 1532722.473 268 379888.618 1532661.499
269 379848.377 1531682.437 270 379994.429 1531360.475
271 379927.147 1531487.005 272 379910.594 1531610.871
0 273 379883.410 1531629.053 274 379865.277 1531781 .670
275 379834.824 1531947.264 276 379854.612 1532016.355
277 379848.495 1532090.335 278 379846.892 1532202.324
279 379822.624 1532207.252 280 379829.953 1532107.521
281 379873.672 1532103.623 282 379830.136 1532073.429
283 379836.748 1532061.878 284 379911. 747 1532857.969
2d5 379894.511 1532860.409 286 379887.304 1532889.680 I
0 287 379857.278 1532826.378 288 38016:3. 720 1533259.356 0 0
289 380221.624 1533290.215 290 380455.757 1533682.102
291 380291.004 1533'145.174 292 380351.960 1533462.302
293 3l:!0324.b08 1533320.251 294 380365.710 1533422.293
295 380420.241 1533504.501 296 380508.268 1533707.306
297 380536.120 1533705.117 298 380609.234 1533840.967
299 380700.044 1533952.753 300 360711.972 1533931.368
C" 0 C t!) t'; 1 I 0 32 X I 0
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( PAGE 4 I
1
USED POINTS !
IN COORDINATE TABLE "CRP738" I
'l
PREPARED BY: AUBREY PALMER 10/ 1/87 ,I
I
--------~----------------------------------------------------------------------- j
"'1 FROM #1 TO #2000. I
Z POINT NORTHING EASTING POINT NORTHING EASTING 1
~~ ,~
-------------------------------------------------------------------------------- ;t
I-ro -------------------------------------------------------------------------------- !
a: 301 380793.877 1534048.826 302 380882.662 1534122.266 .~
< 303 380002.048 1532902.752 304 380072.284 1532957.995 :J
Wu
-' 01 305 380140.227 1533019.143 306 3l:l0201.814 1533090.199 ;J
uo: 307 380260.518 1533176.803 308 380306.376 1533267.631 !
mwl
-' 1-1 309 380359.629 1533262.976 310 380338.183 1533270.892
311 380324.563 1533293.970 312 380313.982 1533269.487 'I
mu. i
-0 313 380336.521 1533251.386 314 380326.497 1533228.222
~~, 315 380293.362 1533222.256 316 380293.260 1533204.179 .~
J
<(-' 317 380270.763 1533178.680 318 379934.123 1532853.233 II
a: -' I
u..< 31':/ 379852.066 1532796.076 320 380446.412 1532683.351 I
m::;)
_c 321 38U386.414 1532681.963 322 379476.546 1532720.916
i= ~l 323 380084.031 1532674.964 324 379838.810 1532730.683
ZI- 325 379536.541 1532722.305 326 379539.259 1532662.355
;: o. 327 379479.265 1532660.967 328 380731.920 1532420.719 :!,
Z 1-: 329 380429.300 1532413.803 330 379807.720 1532741.794 .~
~~1 331 379812.605 1532718.297 332 379799.413 1532721.768 1
::;)c:. ~
g~ 333 380126.680 1532406.887 334 379824.061 1532399.971 J
ad 335 379521.441 1532393.056 336 379796.461 1532997.296
Ww 337 379494.365 1532990.216 338 379507.903 1532691.636 :!
:cu 339 379810.261 1532698.634 340 379430.790 1532390.984 I
I- -,
~51 341 379827 .8Ll3 1532968.026 342 379767.848 1532966.620
z: 343 379525.721 1532960.945 344 379Ll65.727 1532959.539
wml 345 380761.910 1532421.Ll04 346 380068.294 1533003.667 I
u-
i= :c, 347 379Ll03.849 1532988.095 348 380717.334 1532719.628
oJ-,;
z ! 349 380414.976 1532712.630 350 380112.619 1532705.632 1
351 380144.028 1532676.353 352 379841.644 1532669.354
353 379838.874 1532729.302 354 379781.648 1532667.965
355 379778.878 1532727.913 356 379432.493 1533018.773
357 379402.847 1533675.851 358 380701.276 1533048.508
359 380669.179 1533706.270 360 380288.344 1533038.831
361 379845.422 1533028.450 362 380257.065 1533696.371
363 379814.961 1533685.750 364 380719.314 1533294.346
365 380705.890 1533569.443 366 379391.450 1533262.913
.r 367 379379.051 1533537.724 368 380690.777 1533263.664
369 380687.!J52 1533323.608 370 380677.354 1533538.754
371 38067'1.429 1533598.698 372 380318.343 1533039.534
0 373 380308.112 1533254.606 374 380305.260 1533314.551
375 380295.030 1533529.615 376 380292.178 1533589.560
377 :'!J0287.063 1533697.091 378 380258.346 1533038.128
379 380248.116 1533253.185 380 380245.264 1533313.131
381 380235.034 1533528.1l:l0 382 380232.11:l2 1533588.125
383 380227.067 1533695.650 384 379875.420 1533029.153
385 379865.45!J 1533244.127 386 379862.679 1533304.074 I
0 387 379852.717 1533519.041 388 379849.939 1533578.987 0 0
3d9 3798114.951:l 1533686.471 390 379815.425 1533027.747
391 3"(9805.463 1533242.707 392 379802.685 1533302.654
393 379792.723 1533517.606 3';14 379789.945 1533577.553
395 379784.964 1533685.030 396 379422.798 1533233.648
397 379420.094 1533293.597 398 379410.399 1533508.466
399 379407.694 1533568.415 400 380621.415 1533705.123
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PREPARED BY: AUdREY PALMER
o
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(
PAGE 5
FR;M-;~-i;-;2000~---------------------------------------------------------------
POINT NORTHING EASTING POINT NORTHING EASTING
10/ 1/87
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
401
403
405
407
409
411
413
'415
417
419
1~21
423
425
427
429
431
433
435
437
439
441
443
4115
4117
4119
451
453
455
457
459
461
463
465
467
1169
471
1173
1175
1177
1179
481
483
485
487
489
491
49j
495
497
499
380573.650
380478.121
380382.592
380179.304
380083.176
379988.249
379892.722
379689.435
37Y593.906
379498.376
380653.409
380557.676
3801161.943
380366.209
380162.614
380066.883
379971.152
379767.558
379671.826
379576.093
379480.360
380595.111
3801l99.1l1l5
3801l03.778
380200.283
380101l.619
38000B.951l
379600.836
379913.290
379709.797
379611l.131
379518.1l65
38061l0.028
38051l1l.380
38041l8.732
380353.084
38011l9.618
380053.972
379958.326
379751l.861
379659.213
379563.565
3791167.918
380581.773
380486.192
380::!90.611
::!80187.21l1l
3B0091.665
3"(9996.086
379900.507
1533703.976
1533701.681
1533699.386
1533691l.503
1533692.208
1533689.913
1533667.618
1533682.735
1533680.1l1l0
1533678.145
153301l7.::!87
153301l5.11l3
1533042.899
1533040.656
1533035.884
1533033.640
1533031.397
1533026.625
1533024.382
1533022.138
1533019.894
1533261.400
1533259.135
1533256.870
1533252.053
1533249.789
1533247.524
1533402.516
1533245.259
1533240.442
1533238.178
1533235.913
1533322.476
1533320.211
153331"(.947
1533315.683
1533310.867
1533308.602
1533306.338
1533301. 522
1533299.258
1533296.993
1533294.729
1533536.470
1533534.185
1533531.900
1533527.03tl
1533521l.753
1533522.1l68
1533520.183
402
401l
406
408
410
412
411l
416
418
420
422
424
426
428
430
432
431l
436
438
440
442
444
446
448
450
452
454
456
458
460
462
464
466
468
1170
472
471l
476
478
480
482
484
486
1188
Ilgo
492
491l
496
498
500
380525.886
380430.357
380334./327
380131.540
380036.013
379940.485
379'( 37.200
379641.670
37951l6.141
379450.612
380605.543
380509.809
380411;.076
380210.480
380114.749
380019.017
379923.286
379719.692
379623.959
379528.226
380642.944
380547.278
380451.611
380355.945
380152.451
380056.787
379819.140
379961.122
379757.630
379661.961l
379566.298
379470.632
380592.204
380496.556
3801l00.908
380197.441
3!W101.795
380006.149
'379910.502
379707.037
3"(9611.389
379515.741
3/30629.563
380533.982
380438.401
38031l2.820
380139.455
380043.876
379!14B.296
37971l1l.933
1533702.828
1533700.533
1533698.239
1533693.355
1533691.060
1533688.766
1533683.882
1533681.588
1533679.293
1533676.998
1533046.265
1533044.021
1533041.777
1533037.006
1533034.762
1533032.519
1533030.275
1533025.503
1533023.260
1533021.016
1533262.532
1533260.267
1533258.003
1533255.738
1533250.921
1533248.656
1532686.971
1533246.392
1533241.575
1533239.310
1533237.045
1533234.781
1533321.344
1533319.079
1533316.815
1533311.999
1533309.735
1533307.470
1533305.206
1533300.390
1533298.126
1533295.861
1533537.612
1533535.327
1533533.01l2
1533530.757
1533525.895
1533523.610
1533521.326
1533516.464
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C PAGE 6 I
USED POINTS
IN COORDINATE TABLE "CRP738"
PREPARED BY: AUBREY PALMER 101 1187 I
--------~-----------------------------------------------------------------------
".-J FROM #1 TO b2000. i
Z POINT NORTHIiW EASTING POINT IWRTHING EASTING
~~ i
-------------------------------------------------------------------------------- !
I-ro --------------------------------------------------------------------------------
a: 501 379697.1112 1533515.321 502 3796119.352 1533514.179 I
~m 503 379601.561 1533513.036 5011 379553.771 1533511.8911
-' 0' 505 379505.980 1533510.751 506 3791158.190 1533509.609 \
UOI 507 380626.6117 1533597.555 508 380578.866 1533596.1113
<J) ,
LU 509 380531.085 1533595.271 510 3801183.303 15335911.129
-' 1-' 511 3801135.522 1533592.986 512 380387.7111 1533591.81111 j
~ :5\ =I
513 380339.959 1533590.702 5111 3!l01811.1102 1533586.983 j
~~I 515 380136.622 1533585.8111 516 380088.8111 15335811.699 4
;2::; 517 380041.061 1533583.556 518 3799\13.280 1533582.11111 I
u..< 519 379945.500 1533581.272 520 379897.720 1533580.130
<J)=' 1
_C 521 37!:1742.164 1533576.411 522 3796911.382 1533575.269
:c ~~ 523 379646.601 15335711.126 5211 379598.820 1533572.9811
I-:I:)
ZI- 525 379551.038 1533571.8112 526 379503.257 1533570.700 i
;: o. 527 379455.1176 1533569.557 528 380696.027 1533156.086 :1
Z 1-: 52\1 380682.603 15331131.181 530 380313.227 1533147.070 j
~~! 531 380300.1115 1533422.083 532 380253.231 1533145.657
13~ 533 380240.1119 15331120.656 5311 379870.1139 1533136.6110
0- 535 379857.698 1533411.557 536 379810.41111 1533135.227 i
ot::1\
Ww 537 379797.70/j 15331110.130 538 379/j27.6/j6 1533126.210 J
:Cu 539 379/j15.2/j6 1533401.032 5/j0 3806/j8.177 153315/j.959 1
I- _.'
~5: 541 380600.327 1533153.832 5/j2 380552./j77 1533152.705 I
., z1 5/j3 3805011.627 1533151.578 5/j/j 380/j56.777 1533150./j51
~ ~~ 5115 3801108.927 15331/j9.32/j 5/j6 380361.077 15331118.197 I
i= ~1 547 380205.382 15331/jll.529 5/j8 380157.533 15331/j3.1102
0 5/j9 380109.68/j 15331/j2.275 550 380061.835 15331/j1.1/j8 I
Z
551 380013.986 15331/j0.021 552 379966.137 1533138.8911
553 37991!l.288 1533137.767 5511 379762.5911 153313/j.100
555 37971/j.711/j 1533132.973 556 379666.895 1533131.8/j6
557 379619.0115 1533130.719 558 379571.195 1533129.592
559 379523.3/j5 1533128./j65 560 379/j75.1196 1533127.338
5tJ1 38063/j.796 15331130.0/j/j 562 380586.988 1533/j28.907
563 380539.181 1533427.769 56/j 380/j91.37/J 1533/J26.632
565 380/J/J3.567 1533/J25./J95 566 380395.75\1 1533/J2/j.357
r 567 3803/j7.952 1533423.220 568 380192.3/J3 1533419.518
569 380144.536 1533/J18.381 570 380096.730 1533/j17.2/j4
571 380048.924 1533416.106 572 380001.117 153341/j.969
0 573 379953.311 1533413.832 574 379905.505 1533412.695
57'5 379749.897 1533408.993 576 379702.090 1533407.856
577 379654.282 1533406.718 578 379606.475 1533405.581
579 379558.668 1533404./j44 580 379510.861 1533403.306
581 37':J/J63.054 1533402.169 582 380694.627 1532569./J83
583 379424.054 15325/J0.262 584 380075.308 1532854.29':J
585 379410.58/j 1532838.817 5!lo 380452.138 1532563.906 I
0 587 380392.139 1532562.527 588 380149.648 1532556.950 0 0
589 380089.651 1532555.570 590 379847.159 1532549.993
591 379787.163 15325/J8.613 592 379544.669 1532543.036
593 37':J48/J.67/j 15325/J1.656 594 37':J833.358 1532848.6b/J
595 379773.363 1532847.267 596 379531.131 1532841.625
597 3794'{1.137 1532840.228 59U 380639.809 1532/J48.620
599 380579.160 1532447.234 600 377991.771 1534955.943
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PAGE 7 I
USED POINTS t
IIJ COORDINATE TABLE "CRP738" '1
PREPARED BY: AUBREY PALMER 10/ 1/87 I
--------~----------------------------------------------------------------------- 1
FROM #1 TO #2000. i
POINT NORTHING EASTING POINT NORTHING EASTING
-------------------------------------------------------------------------------- ,
-------------------------------------------------------------------------------- .l
601 380635.360 1535022.244 602 378212. 168 1529657.074 'j
603 378100.912 1532330.586 604 380895.682 1529743.777 ,j
605 380763.::173 1532391.432 606 380699.178 1533706.991 '.t
607 379974.463 1535005.669 608 379313.566 1534989.094 !
60~ 378652.669 1534972.518 610 378019.057 1534299.604
-'I- 611 378046.342 1533643.265 612 378073.627 1532986.925
<J)u..
~~l 613 378766.527 1532345.797 614 379432.142 1532361.009 I
615 380091 .758 1532376.220 616 380731.276 1533049.211 1
~::; 617 380667.269 1534364.617 618 379372.851 1533675.130 '.~
u..<( 619 380036.103 1533691.063 620 378709.596 1533659.197 :1
<J)::l
_c 621 380005.284 1534348.366 622 379343.208 1534332.112
:c .
I- ~1 623 378681.132 1534315.858 624 380066.931 1533033.641
ZI- 625 379402.496 1533018.069 626 378738.062 1533002.497 I
;:0 627 379417.319 1532689.539 628 380747.324 1532720.322
Z 1-: 629 380082.344 1532704.931 630 380700.457 1532450.006
WW,
::!:::l 631 379429.437 1532420.959 632 380688.797 1532688.961
13 :;\ 633 379418.672 1532659.565 634 380080.914 1532734.904
0-. 635 379415.967 1532719.514 636 380069.701 1532973.694
ct:::\
Ww 637 379405.201 1532958.120 638 380731.276 1533049.212
:cu 639 379402.497 1533018.070 640 380747.324 1532720.322
~ f3f 641 379417.319 1532689.539 642 380097.758 1532376.221
Z' 643 380066.886 1533033.641 644 380082.322 1532704.931
w<J)1
U :r' 645 380518.512 1532445.848 646 380634.005 1532568.089
f3 1--1 647 380573.382 1532566.695 648 380512.760 1532565.301
Z 649 380628.201 1532687.559 650 380567.605 1532686.156
" 651 380507.008 1532684.754 652 380337.215 1532441.705
, 653 380276.566 1532440.319 654 380215.917 1532438.933
655 380331.516 1532561.132 656 380270.894 1532559.738
657 380210.271 1532558.344 658 380325.817 1532680.560
659 380265.221 1532679.158 660 380204.624 1532677.755
661 380034.621 1532434.789 662 379973.972 1532433.403
663 379913.323 1532432.017 664 380029.028 1532554.175
665 379968.405 1532552.781 666 379907.782 1532551.387
r 667 380023.434 1532673.562 668 379962.837 1532672.159
669 379902.240 1532670.757 670 380020.404 1532733.503
671 379959.894 1532732.103 672 379899.384 1532730.702
0 673 380014.820 1532852.890 674 379954.333 1532851.481
675 379893.846 1532850.073 676 380009.237 1532972.277
677 379948.7'72 1532970.860 678 379888.308 1532969.443
679 379732.028 1532427.874 6BO 379671.378 1532426.488
6til 379610.729 1532425.102 682 379726.539 1532547.219
683 379665.916 1532545.824 684 379605.293 1532544.430
685 379721.051 1532666.563 686 379660.453 1532665.160 I
0 687 379599.856 1532663.75fl 688 379718.294 1532726.511 0 0
689 379657.709 1532725.109 690 379597.125 1532723.707
691 379712.805 1532845.856 692 379652.247 1532844.446
693 379591.6E\9 1532843.035 694 379707.316 1532965.201
695 379646.784 1532963.782 696 379586.253 1532962.364
697 379921.818 1532336.192 698 379841.174 1532340.673
699 379920.311 1532'102.171 700 379920.562 1532391.175
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PAGE 8 I
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USED POINTS I
IN COORDINATE TABLE "CRP738" I
,
1
PREPARED BY: AUBREY PALMER 10/ 1/87 1
--------~----------------------------------------------------------------------- l
,.r;'.t FHOil 111 TO /12000. g
z
<~ POINT NORTHING EASTING POINT NORTHING EASTING ~
:cl- -------------------------------------------------------------------------------- .1
I-ro -------------------------------------------------------------------------------- :1
a: 701 379867.135 1532342.05& 702 379861.499 1532289.517
L'513' 703 379863.820 1532455.945 704 379917.453 1532468.119 ,
'1
-' 01 705 379837.665 1532571.168 706 379859.147 1532341.632 '~
Uo 707 379843.515 1532288.784 708 379918.961 1532402.140 ::"
" ~ w' 709 379918.709 1532413.136 710 379850.877 1532454.742 .~
-'I- 711 379832.955 1532453.077 712 379840.746 1532348.484 $
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713 379845.153 1532248.587 714 379847.18'7 153219l:l.632 .,
-0 *
~~I 715 379849.019 1532153.672 716 379850.850 1532108.712 I
<- 717 379848.867 1532304.836 718 379846.737 1532348.820 '~
a:-'
u.< 719 379844.855 1532108.468 720 379836.877 1532304.347 (j
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_c 721 379856.845 1532108.956 722 379853.182 1532198.8'46
i= ~\ 723 379841.192 1532198.388 724 379834.756 1532348.17 ;~
~ 1-1 725 379839.158 1532248.343 726 379703.462 1532189.873 il
I- o. 727 379994.575 1532117.471 728 379856.954 1531958.845
z 1-: ~
~~1 729 379&68.834 1532109.444 730 379824.887 1532303.859 :'1
731 379819.826 1532568.776 732 379825.773 1532569.573 1
13~ 733 379813.879 1532567.978 734 379801.987 1532566.383 j
0- 735 379881.863 1532456.304 736 379896.655 1532351.620
o!::,\
Ww 737 379895.513 1532401.604 738 379827 .099 1532451.239 I
:cu 739 379843.515 1532288.784 740 379841.982 1532418.433
I- -,
~5! 741 379839.048 1532452.344 742 379833.074 1532451.792 I
w~! 743 379831.091 1532948.446 744 379869.097 1532908.695 I
u-: 745 379905.692 1532943.684 746 379780.198 1532927.599
i= :t:i 747 379735.389 1533036.987 748 379866.423 1532862.166 I
Ok,
Z '! 749 379770.138 1532839.673 750 379834.824 1532854.784
751 379814.352 1532942.420 752 379886.040 1532888.015
"1 753 379863.955 1532787.161 754 379809.021 1532784.539
755 379811.555 1532731.450 756 379847.218 1532839.549
757 379900.378 1532877.134 758 379890.819 1532884.388
759 379836.189 1532848.942 760 379833.460 1532860.627
761 379881.261 1532891.642 762 379834.352 1532809.492
763 379822.979 1532858.178 764 379785.461 1532799.037
765 379779.817 1532796.754 766 379773.954 1532795.479
.r 767 379824.343 1532852.336 768 379830.730 1532872.311
769 379767.630 1532924.279 770 379828.820 1532880.488
771 379860.444 1532887.112 772 379783.515 1532861.282
0 773 379793.878 1532728.057 774 379783.582 1532779.174
775 379750.228 1532919.681 776 379799.357 1532698.693
777 379807.840 1532649.421 778 379815.462 1532600.009
779 379827.005 1532510.762 780 379821.584 1532555.431
781 379821.0113 1532510.086 782 379821.400 1532600.872
783 379801.918 1532648.455 784 379969.570 1532530.989
785 379673.233 1532577.551 786 379825.708 1532846.494 I
0 78'7 3'79768.767 1532845.514 788 379785.680 1532798.029 0 0
7B9 379756.1:\67 15321:\94.073 790 379718.189 1533031.686
791 379762.682 1532895.552 '792 379612.234 1533319.680
793 379723.923 1533033.453 794 379712.455 1533029.919
795 379700.985 1533026.385 796 379623.25'( 1533324.1120
79'7 379601.211 1533314.940 798 379868.944 1531959.333
799 379844.965 1531958.357 800 379832.866 1532107.979
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PAGE 9
USED POINTS j
IN COORDINATE TABLE ICRP738" J
PREPARED BY: AUBREY PALMER 10/ 1/87 1
-------------------------------------------------------------------------------- J
.I:., FROB ill TO #2000. . 1
Z POINT NORTHING EASTING POINT NORTHING BASTING
~~ -------------------------------------------------------------------------------- :t.
I-ro --------------------------------------------------------------------------------
a: 801 379777 . 339 1532835.194 802 379774.609 1532846.879 '~
< 803 379765.648 1532832.489 804 379771.831 1532858.552
Wu 805 379774.560 1532846.867 806 379760.163 1532855.749 l.
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uol 807 380018.286 1533032.501 808 380002.950 1533032.142 I
<J)WI 809 379987.613 1533031.783 810 379972.277 1533031.423 '~
-'I- 811 379920.030 1532932.804 812 379767.835 1532923.502 .~,
<J) u. \ 813 379716.110 1533038.403 814 379721.839 1533040.184
-0 1
~> 815 379733.297 1533043.746 816 379710.380 1533036.622
<!::I 817 379710.038 1533057.694 818 379694.444 1533105.196 ~
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u..< 819 379678.024 1533152.419 . 820 379660.781 1533199.348 .~
<J)=> 821 379642.723 1533245.970 822 379623.854 1533292.268
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:c u~ 823 379604.179 1533338.231 824 379715.373 1533059.394
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ZI- 825 379698.802 1533106.669 826 379681.413 1533153.631
-0 827 379663.214 1533200.266 828 379644.210 1533246.560
!zl- 829 379624.407 1533292.500 830 379726.806 1533063.037 l
~~! 831 379710.169 1533110.511 832 379692.712 1533157.671
13~ 833 379674.440 1533204.503 834 379655.361 1533250.992 I
0-' 835 379635.479 1533297.125 836 379698.922 1533033.060
o !::~
Ww 837 379693.270 1533052.351 838 37967lL719 1533099.882
:cu 839 379663.335 1533147.168 840 379647.122 1533194.194
~~i 841 379630.085 1533240.947 842 379612.228 1533287.412
ZJ 843 379902.328 1532909.478 844 379907.107 1532905.851
~~i 845 379932.553 1532949.305 846 379927.773 1532952.932
-:1:1 847 379959.755 1532985.149 848 379986.957 1533020.993
5k.
Z 849 380077.631 1533140.474 850 380001.295 1533010.112
851 379991.736 1533017.366 852 379972.619 1533031.874
853 379982.178 1533024.620 854 380087.189 1533133.220
855 380068.072 1533147.728 856 380048.987 1532864.588
857 379870.523 1533105.710 858 379889.807 1532892.979
859 379841.740 1532856.694 860 379871'.967 1532873.286
861 379865.060 1532322.708 862 379859.712 1532474.045
863 379848.470 1532523.568 864 379887.354 1532401.418
865 379887.856 1532379.449 866 379886.874 1532422.407
r 867 379809.596 1532772.505 868 379782.972 1532921.815
869 379763.317 1532968.809 870 379744.106 1533015.709
871 379818.824 1532851.047 872 379824.740 1532825.720
0 8'f3 379807.698 1532896.672 674 379865.350 1532868.270
875 379846.514 1532895.656 876 379898.902 1532904.963
b77 379080.110 1532919.225 878 380223.465 1533069.153'
879 380059.465 1532948.569 880 379635.233 1533525.547
881 380299.521 1533257.971 862 379839.438 1532370.317
883 379809.422 1532369.631 884 379789.555 1532"50.113
885 380074.625 1532866.83~ 886 380745.862 1532750.294 I
0 867 380212.872 1532737.958 888 380344.830 1532741.012 0 0
889 380198.842 1533036.733 890 380330.798 1533039.826
891 380338.537 1532875.017 892 380206.581 1532871.925
893 380071.312 1532932.1157 894 380071.627 1532932.688
895 380070.492 1532956.8112 896 380047.618 1532964.682
897 360069.343 1532981.323 890 380185.391 1533036.418
899 380157.721 1533035.769 900 380129.294 1533035.103
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PAGE 10
USED POINTS
IN COORDINATE TABLE "CRP738"
1
PREPARED BY: AUBREY PALMER 10/ 1/87 I
--------------------------------------------------------------------~-----------
""' FROH ii 1 TO //2000. 'I
POINT NORTHING EASTING POINT NORTHING EASTING i
================================================================================
901 380140.911 1532736.293 902 380134.621 1532870.238 ,!
903 380129.468 1532979.972 904 380110.913 1532735.598 i
905 300104.623 1532869.535 906 380099.426 1532900.203
907 380252.50p 1532917.945 908 380102.680 1532910.909
->1- 909 380145.612 1533023.164 910 380132.645 1532912.316 I
enu.. 911 380166.991 1533002.120 912 380124.234 1533044.208 I~
-0 913 380115.593 1533034.782 914 380160.346 1533083.884
~~ 915 380198.849 1533036.589 916 380198.976 1533036.736
~:::; 917 380209.883 1533049.606 918 380254.929 1533109.952
u.< 919 380162.383 1533040.790 920 380207.717 1533095.271
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_C 921 380252.438 1533162.320 922 380249.686 1533220.168
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~~ 923 380205.885 1533144.541 924 380205.415 1533143.837
925 380072.715 1532909.502 926 380242.161 1533145.396
I- 0, 927 380170.259 1533036.063 928 380208.380 1533081.306
z 1-;
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13~ 931 380231.352 1533145.141 932 380207.043 1533109.494
0- 933 380161.781 1533053.515 934 380145.030 1533035.472
01- 935 360046.403 1533033.160 936 380065.711 1533058.603
w;:;:;' 937 380110.825 1533118.050 938 380129.565 1533142.744
:c u. 939 380155.922 1533177.474 940 380201.003 1533236.877
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943 380252.910 1533145.649 944 380112.320 1532705.625
!d ~\ 999 382694.503 1532577.0lJO
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18 379837.370
20 380112.320
22 380736.907
24 3797d7.840
26 379852.384
28 379869.848
30 379919.001
32 3,{9868.578
34 379841.614
36 379912.404
38 379912.084
40 379852.167
42 379849.ti86
44 379872.793
46 380125.695
48 3d0163.522
50 380164.413
52 380124.479
54 380086.095
56 380164.093
58 3B0125.317
60 379882.421
62 379881.742
64 3798,{7.809
66 379867.038
68 380676.508
70 380'{10.66'{
72 380711.010
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76 380686.448
78 380715.725
80 380707.720
82 380712.352
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86 380717.908
88 380730.755
90 380125.385
92 380104.298
94 379839.933
96 379813.856
98 379874.880
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1532105.653
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1532305.690
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1532512.911
1532513.850
1532512.911
1532433.684
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1532534.263
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1532420.401
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103
105
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109
111
113
115
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119
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127
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131
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141
143
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379895.543
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128
130
132
134
136
138
140
1112
144
146
148
150
152
154
156
158
160
162
164
166
168
170
172
174
176
178
180
1(12
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190
192
194
196
198
200
379886.298
380685.516
380154.944
380083.749
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382514.67B
379B61.965
379911.719
379919.687
379891.548
379895.772
379892.827
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379800.516
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379853.415
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3'(9812.898
379688.925
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380120.310
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379902.410
379970.824
379776.840
379899.135
379951.619
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379795.681
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3'(9812.483
3'(9825.835
3'19835.720
3798112.126
379724.800
379812.161
379805.821
3'19796.040
379782.828
379766.202
3797116.182
379722. '793
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380397.il64
380095.271
379'192.6n
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15323'12.153
1532334.705
1532234.319
1532306.626
1532371.232
1533026.242
1532969.665
1532841.484
1532988.094
1532616.821
1532814.010
1532303.371
1533024.782
1532957.751
1533196.712
1532748.791
1532Cl59.962
1532933.571
1532810.286
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1533073.674
1533226.936
1532'(18.5BO
1532865.181
1532961.909
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1532520.919
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1532321.637
1533009.927
1532320.238
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1532517.433
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PAGE 3
4/29/88
--------------------------------------------------------------------------------
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201
203
205
207
209
211
213
215
217
219
221
223
225
227
229
231
233
235
237
239
241
('!j3
245
2117
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251
253
255
2'j(
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261
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267
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380071.452
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379915.860
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379824.064
379'779.831
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319815.427
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228
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232
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242
244
246
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252
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256
258
260
262
264
266
268
270
272
274
276
278
280
282
284
286
288
290
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294
296
298
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379490.084
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PAGE 4
USED POINTS
IN COORDINATE 'fABLE "CRP73i:l"
PREPARED BY: AUBREY PALMER 4/29/88
--------------------------------------------------------------------------------
FROM ji 1 TO #2000.
POINT NORTHING EASTING POINT NORTHING EASTING
-.-------------------------------------------------------------------------------
--------------------------------------------------------------------------------
301 380793.877 1534048.826 302 380882.662 1534122.266
303 380002.048 1532902.752 304 380072.284 1532957.995
305 3l:l0140.227 1533019.143 306 380201.814 1533090.199
-'I- 307 380260.518 1533176.803 308 380306.376 1533267.631
~~1 309 380359.629 1533262. ':176 310 380338.183 1533270.892
w> 311 380324.563 1533293.9'(0 312 380313.982 1533269.487
:21-
~::; 313 380336.521 1533251.386 314 380326.497 1533228.222
u..< 315 380293.362 1533222.256 316 380293.260 1533204.179
<J):::l
-c 317 380270.763 1533178.680 318 379934.123 1532853.233
:c u~ 319 379852.066 1532796.076 320 380446.412 1532683.351
I- :r:,
ZI- 321 380386.414 1532681.963 322 3'19476.546 1532720.916
;: ~. 323 380084.031 1532674.964 324 379838.810 1532730.683
:z 325 379536.541 1532722.305 326 379539.259 1532662.355
~~I 327 379479.265 1532660.967 328 380731.920 1532420.719
13~ 329 38042';.300 1532413.803 330 37980'(.'(20 1532741."(94
0-1 331 379812.605 1532718.297 332 379799.413 1532721.768
Ot:::ll,
Ww 333 380126.680 1532406.88'7 334 379824.061 1532399.971
:cu 335 379521.441 1532393.056 336 379796.461 1532997.296
I- -i
~51 33"( 3"(9494.365 1532990.216 338 3'(9507.903 1532691.636
w~! 339 379810.261 1532698.634 340 379430.790 1532390.984
u-' 341 3'7982"( .843 1532968.026 342 379767.848 1532966.620
i= ~! 343 379525.721 1532960.945 344 379465.727 1532959.539
o '
Z '! 345 380761.910 1532421.404 346 380068.294 1533003.667
3117 3791103.849 1532988.095 348 380717.334 1532719.628
349 380414.976 1532712.630 350 380112.619 1532"(05.632
351 380144.028 1532676.353 352 379841.644 1532669.354
353 37983d.874 1532"(29.302 354 379781.648 1532667.965
355 379'7'(8.878 1532727.913 356 379432.493 1533018.'7'(3
357 3'(9402.847 1533675.d51 358 380701.276 1533048.508
J 359 380669.179 1533"(06.270 360 380288.344 1533038.831
361 379845.422 1533020.450 362 38025"(.065 1533696.371
.r 363 379d14.961 1533685.750 364 380719.314 1533294.346
3b5 380705.890 1533569.1143 366 379391.450 1533262.913
36"( 379379.051 1533537.724 368 380690.777 1533263.664
0 3h9 3d06d7.852 1533323.60d 370 380677.354 1533538.754
371 3806711.429 1533598.69B 372 380318.343 1533039.534
3'73 38030lJ.112 1533254.606 3'(4 380305.260 1533314.551
3'75 380295.030 1533529.615 376 380292. 178 1533589.560
3'77 3d02d7.063 153369'(.091 37B 380258.346 1533038.128
3'(9 38021jt),116 1533253.Hl5 380 380245.264 1533313.131
3b1 380235.03/1 153352B.1dO 382 380232.182 1533588.125 I
0 3tl3 3d022"( .067 1533695.650 384 3798'75.1l20 1533029.153 0 0
3tl::; 3"(9865.458 153321l4.127 386 379862.679 1533304.071l
387 3'79852.717 1533519.0111 388 379849.939 153357d.987
3d9 j'( 91311 Il . 9~8 1533b86 .Il"( 1 390 379815.1l25 1533027.747
391 3'(9805.1163 15332112.707 392 379802.685 1533302.6511
393 379792.723 1533517.006 394 379789.945 1533577.553
395 379781l.964 1533685.030 396 379422.798 1533233.648
39'( 3"(ljIl20 .091l 1533293.59"( 398 379410.399 1533508.466
399 3791l07.691j 1533568.1115 1100 380621.415 1533705.123
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PAGE 5
USED POINTS
IN COORDINATE TABLE "CHP738"
PREPARED BY: AUBREY PAL11ER 4/29/88
--------------------------------------------------------------------------------
FROM I; 1 TO #2000.
POINT NORTHING EASTING POINT NORTHING EASTING
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
401 380573.650 1533703.976 402 380525.886 1533702.828
403 380478.121 1533701.681 404 380430.357 1533700.533
405 380382.592 1533699.386 406 380334.827 1533698.239
40'( 380179.304 1533694.503 408 380131.5/10 1533693.355
409 380083.776 1533692.208 410 380036.013 1533691.060
411 379988.249 1533689.913 412 379940.485 1533688.766
413 379892.722 1533687.618 414 37973'( .200 1533683.882
415 379689.435 1533682.735 416 379641.670 1533681.588
417 379593.906 1533600.440 418 379546.141 1533679.293
419 379498.376 1533678.145 420 379450.612 1533676.998
421 380653.409 1533047.387 422 380605.543 1533046.265
423 380557.676 1533045.143 424 380509.809 1533044.021
425 380461.943 1533042.899 426 380414.076 1533041.777
427 380366.209 1533040.656 428 380210.480 1533037.006
429 380162.614 1533035.884 430 380114.749 1533034.762
431 380066.883 1533033.640 432 380019.017 1533032.519
1133 379971.152 1533031.397 434 379923.286 1533030.275
435 379767.558 1533026.625 436 379719.692 1533025.503
437 379671.826 1533024.382 438 379623.959 1533023.260
439 379576.093 1533022.138 440 379528.226 1533021.016
441 379400.360 1533019.894 442 380642.944 1533262.532
4113 380595.111 1533261.400 41~4 380547.278 1533260.267
ljlj5 380499.445 1533259.135 446 380451.611 1533258.003
447 380403.778 1533256.870 448 380355.945 1533255.738
449 380200.283 1533252.053 450 380152.451 1533250.921
451 380104.619 15332119.789 452 380056.787 1533248.656
453 380008.954 1533247.524 454 379819.140 1532686.971
1'55 379600.836 1533402.516 456 379961.122 1533246.392
1157 379913.290 1533245.259 458 3797 57.630 1533241.575
4'59 379709.797 1533240.442 460 379661.964 1533239.310
liD 1 37961!1.131 1533238.17tl 462 379566.298 1533237.045
1163 379518.465 1533235.913 464 379470.632 1533234.781
1165 380640.028 1533322.4'(6 1166 380592.204 1533321.344
467 3805/,4.380 1533320.211 468 380496.556 1533319.079
41J9 3d0411d.732 1533317.947 470 380400.908 1533316.815
471 380353.084 1533315.683 472 380197.441 1533311.999
il'( 3 380149.61tl 1533310.B67 474 3!J0101."(95 1533309.735
4'(5 380053.972 1533308.602 476 380006.149 1533307.4'(0
W('( 379958.326 1533306.338 4'78 379910.502 1533305.206
11'79 3"(9751,.861 1533301.522 4lW 379707.037 1533300.390
4Ul 379659.213 1533299.258 482 379611.3d9 153329t1.126 I
'W3 379563.565 1533296.993 484 379515.7111 1533295.861 0 0
4U5 3'(9'167.918 1533294.729 486 380629.563 1533537.612
IW'( 380581. '('( 3 1533536.1170 1~88 380533.982 1533535.327
4b9 3UO/j8a.192 1533534.185 490 38043tl.401 1533533.042
1191 380390.611 1533531.900 492 380342.820 1533530.757
-193 3UO 1 S'(. 2114 1533527.03!:l 1194 380139.1~55 1533525.895
495 380091 .665 1533524.753 496 380043.876 1533523.610
II <)'( 3'(9996.0B6 1533522./16U 498 379948.296 1533521.326
1199 3'(9900.50'( 1533520.183 500 379'(44.933 1533516.11611
(=-;;=.~-_._-- C O(;k.l ""'" (' . 10 32 X 10
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IN COORDINATE TABLE "CRP73b"
PREPARED BY: AUBREY PALMER
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PAGE 6
4/29/88
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
EASTING
501
503
505
507
50Y
511
513
515
517
519
521
523
525
527
:;29
531
533
535
5,'(
539
5111
543
545
54'(
549
551
553
555
':>57
559
561
563
565
567
509
:';'(1
5'(3
'j'I'J
5('(
~l79
5<.\1
5133
5d5
58'(
5d~
5\Jl
~;\J 3
595
59'1
599
r
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379697.142
379601.561
379505.980
380626.64"(
380531.085
3B0435.522
3130339.959
380136.622
380041.061
379945.500
379742.164
379646.601
3"(9551.038
379455.J176
380682.603
380300.145
380240.149
379857.698
379797.704
379415.246
380600.327
38050/j.62"{
;ld040d.92"(
380205.382
380109.684
380013.986
37991d.28d
379714.744
379619.0115
379523.345
380634. '(')6
380539.101
380443.567
380347.952
3801114.536
380011d. ')24
37')953.311
37974'::1.897
379654.282
379558.668
379463.0511
3791124.054
37\ilj 1 O. 5B4
380392.139
3dOOb<;l.651
'379187.163
'3'(y48Ij.6'111
379'f73.363
379471.137
380579.160
""'- .Ll?:.L ...LL
1533515.321
1533513.036
1533510.751
1533597.555
1533595.2"( 1
1533592.986
1533590.702
1533585.841
1533583.556
1533581.272
1533576.411
1533574.126
1533571.842
1533569.55'7
1533431.181
1533422.083
1533420.656
1533411.557
1533!Jl0.130
1533401.032
1533153.832
1533151.578
1533149.3211
1533144.529
1533142.275
1533140.021
1533137. '(07
1533132.973
1533/30.'119
1533128.465
15331130.04!1
1533427.769
1533425.495
1533423.220
1533418.381
1533/116.106
15331113.b32
1533408.993
15331106 . 7 1 (j
1533404.444
1533402.16\J
15325110.262
1532831:l.817
1532562.52'7
1,32555.5'{0
15325118.613
153251j 1. 656
15321.\117.26'7
1532(jIIO.22&
15324W( .234
C
--:1..
502 379649.352
504 379553.771
506 379458.190
508 3805'(8.866
510 380483.303
512 380387.741
514 380184.402
516 380088.841
518 379993.280
520 379897.720
522 379694.382
524 379598.820
526 379503.257
528 380696.027
530 380313.227
532 380253.231
534 379d70.439
536 379810.444
538 379427.646
540 380648.1'77
542 380552.477
544 380456.777
546 31:l0361.077
548 380157.533
550 380061.835
552 379966.137
554 379762.594
556 379666.895
558 379571.195
560 379475.496
562 380586.988
564 380491.374
566 380395.759
568 380192.343
570 380096.730
5'(2 380001.117
574 379905.505
576 379,02.090
578 379606.475
580 379510.861
5!l2 380694.627
584 380075.308
586 380452.138
588 380149.648
590 37984'1.159
592 379544.669
594 379833.358
596 379531.131
598 380639.809
600 377991.771
_Lt..
0,(..)
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,.,1,.,
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1533514.1'f9
1533511. 894
1533509.609
1533596.413
1533594.129
1533591.844
1533586.983
1533584.699
1533582.414
1533580.130
1533575.269
1533572.984
1533570.700
1533156.086
1533147.070
1533145.657
1533136.640
1533135.227
1533126.210
1533154.959
1533152.705
1533150.451
1533148.197
1533143.402
1533141.148
1533138.894
1533134.100
1533131.846
1533129.592
1533127.338
153342!.l. 907
1533426.632
1533424.35,
1533419.518
1533'117.244
1533414.969
1533412.695
1533407.856
1533405.581
1533'103.306
1532569.483
1532854.299
1532563.906
1532556.950
1532:;49.')93
15325'j'j.036
153281l8.6611
1532841.625
15321148.620
15311955. 91j 3
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USSD POINTS
IN COORDINATE TABLE ICRP73tl"
PREPARED BY: AUBREY PALMER
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PAGE 7
4/29/!ltl
================================================================================
EASTING
601
603
6a5
607
609
611
613
615
61'(
619
621
623
625
627
629
631
633
635
63'(
639
641
643
6'15
611'1
6149
651
653
655
G5'l
6:59
661
b63
66,
667
669
671
673
6'15
6rr
0'19
601
683
6tl'3
6137
6tl9
691
6')3
69!3
6l.J'l
699
r
o
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380635.360
378100.912
380763.373
379974.463
378652.669
378046.342
378766.527
38009'(.758
380667.269
380036.105
380005.254
375681.132
3'(')402.496
379417.319
380082.344
379429.437
379418.672
379415.967
379405.201
379402.497
3'19417.319
380066.886
380518.512
380573.382
380628.201
380507.008
380270.566
380331.516
380210.271
380265.221
380034.621
379913.323
379965.405
380023.434
379902.240
3?9959.59~
38U014.820
379893.846
3'(99118.772
379732.028
379610.729
379665.916
3?9721.0,1
379599.856
37965'1.'109
379'112.805
37959'.689
3796116.7tl4
37')921.o1B
379920.311
~
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1535022.244
1532330.586
1532391.432
1535005.669
15349'12.518
1533643.265
1532345. '(97
1532376.220
1534364.617
1533691.063
1534348.366
1534315.858
1533018.069
1532689.539
1532704.931
1532420.959
1532659.565
1532719.514
1532958.120
1533018.070
15326tl9.539
1533033.641
1532445.845
1532566.695
15326B7.55:J
1532684.754
1532440.319
1532561.132
1532558.344
1532679.158
1532434.789
1532432.017
1532552.781
1532673.562
15326'10.75'7
1532732.103
1532852.!l90
1532850.073
1532970. !l60
1532427.874
1532425.102
1532545.824
1532666.563
1532663.'158
1532725.109
1532845.856
1532B113.035
1532963.782
1532336.192
1532402.1'11
602
604
b06
608
610
612
614
616
61tl
620
622
624
626
628
630
632
634
636
638
640
642
644
646
648
650
652
654
656
658
660
662
664
666
668
670
672
674
676
6"8
680
682
681\
6!l6
68B
69U
692
691\
696
698
700
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.Lt>...
.....--. --.......&
3713212.168
380895.682
380699.1713
379313.566
378019.057
378073.627
379432.142
380731.2'(6
379372.851
378709.596
379343.208
380066.931
378738.062
380747.324
380700.457
380688.797
380080.914
380069.701
380731.276
380'(47.324
380097.758
380082.322
380634.005
380512.760
380567.605
380337.215
3B0215.91'1
380270.894
380325.B17
380204.624
379973.9'(2
380029.028
379907.782
379962.837
380020.404
379899.384
3799511.333
380009.237
37981HJ. 308
379671.378
379726.539
379605.293
379660.1153
379"18.294
379597.125
379652.247
379707.316
379586.253
3'(9841.174
379920.562
~,"-~',':':,~,:~.~ '..
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1529657.074
1529743.777
1533706.991
1534989.094
1534299.604
1532986.925
1532361.009
1533049.211
1533675.130
1533659.197
1534332.112
1533033.641
1533002.497
1532720.322
1532450.006
1532688.961
1532'134.904
1532973.694
1533049.212
1532'(20.322
1532376.221
1532704.931
153256B.089
1532565.301
1532686.156
1532441.705
1532438.';133
1532559.738
1532680.560
1532677.755
1532433.403
'\532554.175
1532551.387
1532672.159
1532733.503
1532730.702
1532851.481
1532972.277
1532969.443
1532426.488
1532547.219
153251\4.430
1532665.160
1532726.511
1532723.'(07
1532844. JII16
1532965.201
1532962.364
15323'10 . 673
1532391.175
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USED POiNTS
IN COORDINATE TABLE "GRP738"
PREPARED BY: AUBREY P AU1ER 4/29/88
Z
~~i --------------------------------------------------------------------------------
I- rof F'fiOI'I /11 TO /12000.
a:;:E ?OINT NORTHING EASTING POINT NORTHING EASTING
~~ --------------------------------------------------------------------------------
--------------------------------------------------------------------------------
-' 01 701 379867.135 1532342.058 702 379861.499 1532289.517
Uo 3 379863.820 1532455.945 704 379917.453 1532468.119
~w 'f05 379837.665 1532571.168 706 379859.147 1532341.632
-' 1-1 70'f 379843.515 1532288.784 708 379918.961 1532402.140
!Q ~\ 709 379918.709 1532413.136 710 379850.877 1532454.742
!:Ed 711 379832.955 1532453.0'f7 712 379840.746 1532348.484
<- 713 379845.153 1532248.58? ?14 379847.187 1532198.632
a:-'
u.< ?15 379849.019 1532153.6?2 ?16 379850.850 1532108.712
<J)::;)
_c ? 1 'f 3'f9848.867 1532304.836 ?18 379846.B? 1532348.820
:c
I- ~l 719 379844.855 1532108.468 720 3'f9836.877 1532304.347
ZI- 'f21 379856.845 1532108.956 722 379853.182 1532198.876
;:0 'f23 3'f9841.192 1532198.388 724 379834.?56 1532348.147
Z 1-, 'f25 379839.158 1532248.343 '{26 379703.462 1532189.8B
:g ~I
::;)c 72'f 379994.575 1532117.4?1 728 3?9856.954 1531958.845
g!!?\ 'f29 3?9b68.834 1532109.444 '730 379824.88? 1532303.859
o!:::\ B1 379819.826 1532568. n6 B2 379825.773 1532569.573 I .
Ww B3 379813.879 1532567.9'78 B4 379801.98? 1532566.383 i
:cu B5 379881.863 1532456.304 '{36 379896.655 1532351.620 I
:;: i=, 737 379895.513 1532401.604 738 379827.099 1532451.239 I
_0,
w~! B9 379843.515 1532288.784 740 379841.982 1532418.433
u-' '(41 379839.048 1532452.344 742 379833.074 1532451. '792 I
i= ~, 7'j3 379831.091 1532948.446 744 379869.097 1532908.695
o ' 71j5 379905.692 1532943.684 7116 379780.190 1532927.599
Z
7 Wf 379B5.389 1533036.9cl'7 748 379866.423 1532862.166
'f 4';) 3?97'70.138 1S32839.6B 750 379834.824 1532854.784
751 379814.352 1532942.420 752 379886.040 1532888.015
7:;3 379tJ1l3.955 15327tJ7.161 754 379809.021 1532784.539
755 3'79811.555 1532731.450 756 379847.218 1532839.549
7'j'( 379900.378 1532877.134 758 379890.819 1532884.388
, 759 379836.189 1532848.942 760 379833.460 1532860.627
701 379cH:l1 .261 1532891.642 762 379834.352 1532809.492
.r 763 379822.979 1532858.178 764 379785.461 1532799.037
'105 "3'f 97'f 9 .817 1532796.75/j 766 3797B.954 1532795.479
'r6? 379824.343 1532852.336 768 379830.730 1532872.311
0 '{U'J 37976?630 1532924.2'(9 no 3'79828.d20 1532880.488
'(71 3'f9860.4411 153288?112 772 379783.515 1532861 .282
'f'f "3 3?9'f93.878 1532728.057 '774 379783.582 1532779.174
'f'1'5 379'750.228 1532';)19.681 'f76 379799.35'( 1532698.693
'{Tf 3'{9{JO'f .8/10 153264<).421 7'78 3'f9815.462 1532600.009
H9 3'{YH2'f.005 1532510.762 780 379821.584 1532555.431
'{d1 3791l21.043 1532510.086 7U2 3'f9821.400 1532600.872 I
0 'f83 379801.91B 15326/j8.455 781j 379969.570 1532530.989 0 0
?05 3'(9673.233 15325'f7.!:>51 7db 3?9825.708 1532846.49/j
'1U? 3,(9'(68.?67 15328/j5.5111 '(88 379785.6UO 1532798.029
'fd') 3'f975b.tJ6'( 1532Cl94.oB 790 3'797 HI. Hl9 1533031.686
791 379'f62.682 1532U95.552 792 379612.234 1533319.680
'f')3 3'f9723.923 1533033.453 7911 379712.1155 1533029.919
'f95 379700.988 1533026.385 796 379623.257 1533324.420
'{ ')'f 379'';98.455 1533313.'(55 798 379867.944 1531959.293
,{99 3'79tl1j5.9611 1531958.39? 800 379832.866 1532107.9'79
(~."- C G(i.) 1 ~' ,,' . 10 32 X 10
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(
PAGE 9
USED POINTS
IN COORDINATE TABLE "CRP738"
PREPARED BY: AUBREY PALMER
4/29/88
o
--------------------------------------------------------------------------------
FilOH 111 TO #2000.
POINT NORTHING EASTING POINT NORTHING EASTING
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
801 379777 . 339 1532835.194 a02 379774.609 1532846.879
803 379765.648 1532832.489 804 379771.831 1532858.552
805 3797'74.560 1532d46.867 806 379760.163 1532855.749
807 380018.286 1533032.501 808 380002.950 1533032.142
BOY 379987.613 1533031.783 810 379972.277 1533031.423
811 379920.030 1532932.804 812 379767.835 1532923.502
813 3'(9716.110 1533038.403 814 379721.839 1533040.184
815 379733.297 1533043.746 816 379710.380 1533036.622
817 379710.038 1533057.694 818 3'{9694. 444 1533105.196
019 379678.024 1533152.419 820 379660.781 1533199.348
821 379642.723 1533245.970 822 379623.854 1533292.268
823 379604.1'{9 1533338.231 824 379715.373 1533059.394
825 379698.802 1533106.669 826 3'79681. 413 1533153.631
827 379663.214 1533200.266 828 379644.210 1533246.560
029 379624.407 1533292.500 830 379726.806 1533063.037
831 379710.169 1533110.511 832 379692.712 1533157.671
833 3796'{4.440 1533204.503 834 3'(9655.361 1533250.992
835 379635.4'{9 1533297.125 836 379698.922 1533033.060
ti37 379693.2'(0 1533052.351 838 3796'(8.719 1533099.882
839 379663.335 153314'(.168 840 379646.748 1533194.053
841 37962b.7d4 1533240.430 842 3'(9610.014 1533286.486 I
ti43 379902.328 1532909.478 844 379907.107 1532905.851 1
845 J79932.553 1532949.305 846 379927.773 1532952.932 I
847 379959.755 1532985.149 848 379986.957 1533020.993
849 3ti0077.631 1533140.474 850 380001.295 1533010.112
851 379991.736 1533017.366 852 379972.619 1533031.874
8S3 379982.178 15330211.620 854 380087.189 1533133.220 I
855 380069.267 15331116.821 856 380048.987 1532864.58&
b'37 3'{9870.523 1533105.710 858 379889.807 1532892.979 I
859 379841.740 1532856.694 860 3798'{ 1 .967 1532873.286
bbl 379865.060 1532322.708 862 379859.712 1532474.045
d63 379848.470 1532523.568 864 379887.354 1532401.418
db5 3798d7.856 1532379.449 866 379886.874 1532422.407
ti67 37980Y.596 1532772.505 868 379782.972 1532921.815
80':! 379703.31'{ 1532968.809 870 379744.106 1533015.709 :1
871 379BHI.824 1532d51.047 872 379824.740 1532825.720 "
Un 379807.698 1532898.672 874 379865.350 1532ti68.270 ~,
ti'{5 379846.514 1532895.656 876 379898.902 1532904.963
tl77 379880.110 1532919.225 878 3!lO223.465 1533069.153
d'('-) 380059.465 1532948.569 880 379635.233 1533525.547
dtll 380299.521 1533257.911 IH:l2 379839.438 1,32370.317 I
883 379809.422 1532369.631 8811 379789.555 1532750.113 e 0
dU:. 3b007 11.625 153286d.832 886 3110745.862 1532750.294
dd7 3ti0212.S'{2 1532737.958 888 38031111.830 1532741.012
Ud':! 380 19b. 8112 1:'33036.733 890 380330. "{98 1533039.1>26
ll91 380338.537 15328'75.01'7 892 380206.581 1532871.925
893 31:l00'(1 .312 1532932.lj57 891j 380071.627 1532932.688
895 380070.492 1532956.842 896 3800117.618 1532964.682 I
un 3tlo069.343 15329!Jl.323 898 380H15.391 1533036.418
89':! 380157.721 1533035.769 900 380129.294 1533035.103 I
I
(~... C E) c_:l .I,,',',., " . 10 32 X 10
r:..:.:..'.......,., "c'" ...dtMi.
-~~~ ~-.-- --
r
o
IJI
-IIi
--
(
lJSED POINTS
IN COORDINATE TABLE "CRP738"
PREPARED BY: AUBREY PALMgR
Z
< "
:c 1-1
~*'
~a~
uOr
<J)01!
~w
-' 1-1
<J) u. i
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;2 ::; I
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:i: ~l
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Z,
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FROM #1 TO #2000.
POINT NORTHING
EASTING
o
o
..
POINT
....---
NORTHING
----
PAGE 10
4/29/88
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
EASTING
901
03
905
907
909
911
913
915
917
919
921
923
Y25
927
929
931
933
935
937
939
941
943
945
947
949
951
953
955
957
959
961
963
965
967
969
9'(1
973
975
977
9'19
9dl
983
985
987
989
991
993
9':15
997
999
.,. J
';I""
o
o
380140.911
380129.468
380104.623
380252.506
380145.612
380166.991
380115.593
380198.849
380209.883
380162.383
380252.438
380205.885
380072.715
380170.259
380253.208
380231.352
380161.781
380046.403
380110.825
3d0155.922
380212.744
380252.910
380242.161
379854.386
379841.468
379d72.940
379868.898
379d51.863
3798211.873
3798'(5.090
379852.351
379827.848
379871.622
379867.734
379817.012
3'l9U 17.526
379849.653
380007.666
3130019.800
380010.14'l
380067.410
3'(9969.0011
380032.639
3'l9U63.569
379805.239
379'{U7.b01
379751.806
3'79959.351
37993d.6111
379792.916
COd. H 0---..---
-
1532736.293
1532979.972
1532869.535
1532917.945
1533023.164
1533002.120
1533034.782
1533036,589
1533049.606
1533040.790
1533162.320
1533144.541
1532909.502
1533036.063
1533146.134
1533145.141
1533053.515
1533033.160
1533118.050
1533177.474
1533252.348
1533145.649
1533145.396
1532021.906
1531958.214
1531959.496
1532022.497
1532021.803
1532107.654
1532341.205
1532071.861
1532070.863
15321157.716
1532474.842
1532'{811.921
1532774.144
1532831.928
1533005.277
1533064.2'll
1533008.832
1533090.9011
1533040.055
1533117.291
1532914.47'1
1532909.198
1532930.631
15330113. 015
15329811. 61'7
1533000.333
1532302.55'l
---~
~
.-
902
904
906
908
910
912
914
916
918
920
922
924
926
928
930
932
934
936
938
940
942
944
946
948
950
952
954
956
958
960
962
964
966
968
970
972
974
976
978
980
982
984
986
988
990
992
994
996
998
1000
380134.621
380110.913
380099.426
380102.680
380132.645
380124.234
380160.346
380198.976
380254.929
380207.717
380249.686
380205.415
380242.161
380208.380
380251.645
380207.043
380145.030
380065.711
380129.565
380201.003
380302.588
380'112.320
31:)0252.438
379839.d74
379831.881
379856.901:)
379876.890
3798'(6.826
379816.895
3'19869.516
379876.854
379873.146
379845.545
3'191356.461
379819.519
379826.973
379906.470
380050.025
379989.576
380038.'(79
3'19966.247
380000.822
379899.709
379841.696
379791. 002
3797'( 1. O'll
379740.936
379980.061
3'l9806.999
3'19726.671
1532870.238
1532735.598
1532980.203
1532910.909
1532912.316
1533044.208
1533083.884
1533036.736
1533109.952
1533095.271
1533220.168
1533143.837
1533145.396
1533081.306
1533178.988
1533109.494
1533035.472
1533058.603
1533142.744
1533236.877
1533370.735
1532705.625
1533162.320
1532021.315
1532020.989
1532022.009
1532022.823
1532109.770
1532303.533
1532289.245
1532072.859
1532323.085
1532572.591j
1532524.503
1532732.396
1532816.161
15328'l1.931
1533104.097
1533024.444
1533049.d68
1533036.710
1533078.673
1532949.032
1532902.662
1532923.918
1532970.965
1533046.121
1532968.900
1531956.810
1532tl05.532
0(,)
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"
PAGE 11
SED POINTS
N COORDINATE TABLE "CRP738"
z REPARED BY: AUBREY PALMER 4/29/88
<~
:Cz --------------------------------------------------------------------------------
I-w "'ROM ii1 TO /12000.
a:
< ::;),. POINT NORTHING EASTING POINT NORTHING EASTING
~u' --------------------------------------------------------------------------------
uO\ --------------------------------------------------------------------------------
(/) a. 1 379716.915 1532803.338 1002 379551.118 1533295.978
(/)w 1003 379906.910 1531960.880 1004 379851.334 1532096.839
--' 1-' 1005 379901.289 1532098.874 1006 379911.280 1532099.281
~~\ 1007 379843.195 1532296.662 1008 379903.141 1532299.103
~~i 1009 379913.132 1532299.510 1010 379912.809 1532307.440
~::;i 1011 379921.910 1532332.193 1012 379920.996 1532372.181
u..< 1013 379911.707 1532331.960 1014 379918.711 1532472.149
<J)::;)
_C 1015 379901.490 1532471.755 1016 379892.699 1532551.040
:c.
I-~ 1017 379872.603 1532550.578 1018 379845.068 1532669.433
~ 1-1 1019 379855.168 1532669.667 1020 379844.513 1532729.433
1-0 1021 379837.432 1532760.493 1022 379837.550 1532757.955
z 1-, 1023 379842.055 1532763.8':12 1024 379896.004 1532803.559
~~I 1025 379895.391 1532816.761 1026 379953.945 1532859.814
13 :;\ 1027 379952.939 1532881.414 1028 379884.675 1532820.052
0-, 1029 37':1941.472 1532861.813 1030 380238.308 1533252.953
c!::it
Ww 1031 380276.688 1533283.860 1032 380261.496 1533283.509
:cu 1033 379880.260 1533029.267 1034 380046.571 1533248.414
I- -,
1-: 1035 379771.958 1533026.728 1036 379658.164 1533339.431
!:!:O'
,lj ~I 103'7 379584.676 1533307.829 1038 379919.625 1532432.161 I
~:i:; 1039 379826.981 1531957.624 1040 379886.928 1531960.066 i
Ok: 1041 379809.422 1532369.631 1042 379784.625 1532603.540 I
z 1043 379774.3141 1532667.797 1044 379763.424 1532727.556 1
1045 379737.716 1532846.436 1046 379707.450 1532962.284 I
1047 379706.625 1532965.1(j5 1048 379688.925 1533024.782 I
1049 379668.959 1533086.865 1050 379653.609 1533131.533 I
1051 379614.208 1533236.494 1052 379613.542 1533238.164 \
1053 379589.052 1533297.597 1054 379560.591 1533362.256 I
1055 379789.411 1532369.174 1056 3797811.905 1532429.082 'I
1057 379772.097 1532548.266 1058 379154.134 1532667.329 ,
1059 3'(9743.141 1532727.086 1060 379714.213 1532815.230 1
r 1061 379707.038 1532845.722 1062 379675.628 1532964.458
10b3 379657.7110 1533024.052 1064 379622.041 1533130.769 l
1065 379618.604 1533140.364 1066 379581.524 1533237.406 1
0 1067 3'(ytlOO.516 1532tJIll .484 1068 379'(51.217 1533026.242
1069 379716.639 1533133.017 1070 379714.452 1533139.325
1071 379677 .440 1533239.676 1072 379653.496 1533299.122 \
1073 379639.792 1533331.531 1074 379766.764 1533043.825
1075 379737.619 1533133.512 1076 379711.340 1533206.923 ~
10n 379698.699 1533240.180 1078 379674.932 1533299.630 ~J'
lOB 3'(965'( .275 1533341.497 1080 379628.4')8 15331106.105 I
0 10bl 300012.483 1532902.855 1082 380064.796 1532941.319 1
10ti3 379903.U53 1532845.:\24 1084 379907.702 1532b50.395 I
1085 3'199Ij2.229 1532851.200 1086 3'19953.136 1532877.183 I 0 0
108'( 3b0011.473 1532')211. ~53 1088 3110054.134 1532955.tJ20
10U':I 379960.650 15328b7.0tJ5 1090 380010.169 1532952.335
10';Jl jtlO025.594 1532972.660 1092 380067.177 1533027.454
1093 3800'(1.962 1533033.'(59 1094 380112.292 1533086.903 I
1095 380155.127 1533143.3116 1096 380157.394 1533146.334
1097 380202. '179 1533205.7112 10g8 380071 .005 1532945.935
109':1 380069.977 1532967.tJ15 1100 3'19910.851 1532850.469 I
( 0 t'- 0(,) ...,"'.'".
i~ 10 32 X 10
::t:>.. _.11 --~ (; .
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-~~- ~....- "'" _l'>.LL
-
,-
(
USED POINTS
IN COORDINATE TABLE "CHP73~"
PREPARED BY: AUBREY PALMER
Z
~~'i
I-ro
a:
~ B'I,
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<J)01
<J)wl
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FROM #1 TO #2000.
POINT NORTHING
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NORTHING
PAGE 12
4/29/88
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
EASTING
1101
1103
1105
1107
1109
1111
1113
1115
1117
1119
1121
1123
1125
1127
1129
1131
1133
'135
1137
1139
1141
11113
1145
1147
11119
11:51
1153
11 '55
1157
11,9
1161
1163
1165
1107
'169
1171
1173
1175
11 'l7
1179
11<.11
1163
1185
110'{
1189
11 Yl
1193
1195
119'(
11 ~9
r
o
o
c 0
_I
3CS0279.101
380155.922
300110.025
3130046.403
379950.958
350058.396
380001.752
379931.381
379888.844
380235.932
379965.982
379920.846
380276.786
380291.174
379691.284
379671.140
379631).264
371)602.632
379734.428
379700.245
379662.795
379624.635
379730.5311
379'{97.978
380066.081
379911.468
379850.000
379606.709
379840.441
379541.168
3'79556.751
379551j.742
3791187.929
3791141 .809
379835.1111
379831.1)42
379823.241
3'f9839.639
37t;805.623
379795.21'{
379810.11)3
379834.761
379803.913
379792.874
379775.450
379'( 33.279
3797 15.009
37\J63'7.163
379611.859
3'79565.265
-
1533233.141
1533177.474
1533118.050
1533033.160
1532923.934
1533214.374
1533139.133
1533030.465
1532957.874
1533282.903
1533142.222
1533002.747
1533281.815
1533261.333
1533030.685
1533097.320
1533191.229
15332Cl3.403
1533065.466
1533160.364
1533253.946
1533325.013
1532990.533
1532852.338
1533149.239
15321171.l)d3
1532699.553
1533405.507
1533135.934
1533404.027
1533296.832
1533511.91'7
1533510.320
1532328.267
1532425.165
1532463. '(57
1532542.381
1532367.136
1532662.8011
1532'721.03Ij
1532788.072
1532432.8'{0
1532672.8'(4
1532'73 3.266
1532816.501
1532981.068
1533041.936
1::533259.854
1533320.552
1533423.1911
c
.....-11
..11 11
1102
1104
1106
1108
1110
1112
1114
1116
1118
1120
1122
1121j
1126
1128
1130
1132
1134
. 1136
1138
1140
1142
1144
1146
l11j8
1150
1152
1154
1156
1158
1160
1162
1164
1166
1168
1170
1172
1174
1176
1178
1180
1182
1184
1186
1188
1190
1192
1194
1196
1198
1200
-
380212.744
380129.565
380065.711
380000.034
380097.701
380013.288
379968.162
379897.793
379831.786
380011.100
379963.407
380201.003
380271.696
380300.478
3'19685.648
379655.803
379621.350
379596.618
379717.748
379681.925
379642.860
379724.775
379800.708
380089.977
379919.687
379911.'119
379961.366
379606.449
379573.972
379511.133
3'79835.460
379507.738
379841. 796
379839.642
379835.373
379831.823
379822.994
3'{9805.858
379'795.386
379'{89.888
379839.305
379834. '(18
3'79803.1101
379792.213
379735.474
379'{17.586
379641.406
379616.657
379568.265
379'{21j.O'{6
oC)
.....~
- ..- -._~
1533252.348
1533142.744
1533058.603
1532972.061
1533249.625
1533154.934
1533095.473
1532969.665
1532882.689
1533201.675
1533138.830
1533236.87'7
1533269.179
1533284.431
1533049.922
1533144.4711
1533237.476
1533312.965
1533113.072
1533207.327
1533300.209
15329811.852
1532840.653
1533131.104
1532372.151
1532431.981
1532702.131
1533406.146
1533404.808
1533397.324
1533243.417
1533472.05'7
1532328.527
1532367.085
1532425.626
1532464.987
1532544.358
1532661.405
1532720.145
1532748.1~1j'(
1532372.392
1532433.365
15326'75.843
1532736.662
1532973.409
1533033.638
1533249.277
1533309.339
1533416.896
1533012.341
I a
o
1" I 0 32 X I 0 i
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PAGE 13
USED POINTS
IN COORDINATE TABLE "CRP738"
PREPARED BY: AUBREY PALMER
4/29/88
--------------------------------------------------------------------------------
FROM Ii 1 TO #2000.
POINT NORTHING EASTING POINT NORTHI1W EASTING
--------------------------------------------------------------------------------
-------------------------------------------------------------------.-------------
1201 379722.504 1533017.555 1202 379690.326 1533117.293
1203 379688.284 1533123.224 1204 379652.074 1533222.131
1205 379649.491 1533228.777 1206 379628.714 1533280.561
1207 379625.796 1533287.607 1208 379583.0n 15333S5.210
1209 379579.494 1533392.968 1210 379849.011 1532839.222
1211 379852.813 1532844.232 1212 379855.145 1532847.304
1213 379871. 992 1532869.504 1214 379877.026 1532876.138
1215 379893.680 1532898.082 1216 379951.948 1532974.862
1217 379971.207 1533000.240 1218 379997.962 1533035.494
1219 380014.541 1533057.340 1220 380022.258 1533067.509
1221 380045.769 1533098.490 1222 380051.698 1533106.302
1223 380118.259 1533194.010 1224 380137.528 1533219.400
1225 380195.883 1533296.295 1226 380204.071 1533307.083
1227 380219.429 1533327.322 1228 379875.840 1532874.575
1229 379814.299 1532607.938 1230 379562.833 1533428.269
1231 379994.419 1533030.826 1232 3799Tf . 802 1533008.929
1233 379912.858 1532923.354 1234 379839.359 1532371.553
1235 379995.281 1533031.962 1236 380176.189 1533056.247
1237 380176.255 1533056.323 1238 380245.539 1533150.843
1239 380110.946 1532B4.885 1240 380199.310 1533084.307
.
.... J i
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i
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IF?
DESIGN TRAVERSE "POOP"
9/28/07
OAK BAY RD. - FLAGLER RD. INTERSECTION
EAST JEFFERSON CO. BY ALCOHOL PLANT
JOB II C:,)P738
PROJ. ENGR.:
PREPARED BY:
2,1,'-0
3" ;-
BOB NESBITT
AUBREY PALHER
Wz.-....
PAGE
370'
101\ '-.' ?;,,:J
POOP From 13 <379842.872,1532304.592) To 13 (379842.372,1532304.592) 37600
DISTANCE 7 '1' r~~:6-TII ....;oXL} 0; 2. 0>
eRS FROM TO FEET DIRECTION NORTHING EASTING
13 7711
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
BI::AHING = S
-'I-
<J) u.'
-0'
~~!
Cii ::;j
u..<j
<J)::;)
_c
:c .
I- ~\
Z 1-1
;: 0'
zl-
~~I
::>c.
g~
C!::l\
Ww
:!:u
~~i
Z'
w<J),1
u-
i= :c,
0.....
z
2
'{71J
3 13 765
DELTA
CHOHD BEARING = S
4
765
5 1 3 '( Jig
DELTA
CHORD BEARING = S
6
749
7 13 7iH
DELTA =
CHOHD DEARING = S
8
78'(
9 13
DELTA
CHORD BI!:AHING
10 789
,r
11 13 '('(5
DELTA =
CHORD BEARING = S
o
12
775
()
13
CENTER = 12
9 34 37.7
82 52 44.4 E
4'(cL 300 N
ROTATION
RADIUS =
ABC
CW 379783.582
2864.789 CHORD
478.858 TANGENT
'-15"+-{;'1.7q~
W 379842.872
13
CENTEn = 12
9 56 12.3
82 41 5"(.1 E
496.215 N
82 52 411.4
BOTATION
RADIUS =
Anc
CW 379779.817
2864.789 CHORD
496.837 TANGENT =
'15'+7'1,77'1
379842.872
13
CENTEH = 12
10 49 00.3
02 15 33.1 E
5110.034 N
824157.1 VI
ROTATION
RADIUS =
ARC
82 15 33.1
CW 379770.138
2864.789 CHORD
540.~37 TANGENT =
'liP +,:2..3 . 17 "i
W 379842.872
13
71;9
CEN'l'EH = 12
10 56 12.3
1;2 11 5'7.1 l!:
51lb.oo'r N
ROTATION = CW 379768.767
RADIUS = 2864.789 CHORD =
ARC 546.837 TANGENT
W"t-'2.CJ ,77'-1
82 11 57.1 W 379842.872
12
= CW 379756.867
2864.789 CHORD
596.d37 TANGENT =
'tIn 79, 7?'T
81 41 57.1 W 379842.872
= S
CENTGn =
11 56 12.3
B 1 111 57.'1 I';
IWTATION
RADIUS =
ARC
l~
ROTATION
RADIUS =
ARC =
= CW 379750.228
2861j .789 CHOIlD
623.294 TANGENT =
'/7+()(,..7.3/
W 379842.872
13
595.750
81 26 04.7
JEFFERSON COUNTY DEPT. OF PUBLIC WOnKS
Courthouse, Port TownDond, Wa. 9b368
20G 385-3505
C" 0
-.-n
--
13
Ci::NTI:;H = 12
12 27 57.1
01 26 011.'( t::
622.065 N
~
_ -----<1._
o ~'7~
___.t..
-
1532779.17JI
478.300
239.988
1532304.592
1532796.'(54
496.215
249.043
1532304.592
153283':1.673
540.034
271 .225
1532304.592
1532845.5111
546.007
2"r4.252
1532304.592
1532894.0'f3
595.758
299.503
=
1532304.592
1532':i19.6ti1
622.065
312. db 2
15323011.592
:....,+---- (',
_..---~~.-
-
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32 X I 0
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~
.-
POOP--F~~~-13-(379a42~d72~~532304~592)-T~-~3-(379842~872~~532304~592)-----------
DISTANCE
FEET
DESIGN TRAVERSE "POOP"
9/20/87
OAK HAY RD. - FLAGLER RD. INTERSECTION
EAST JEFFERSON CO. BY ALCOHOL PLANl
CrlS
F"1l0N
TO
o
o
..
JOB i! CRP738
PROJ. ENGR.: BOB NESBITT
PREPARED BY: AUBREY PALMER
DIRECTION
NORTHING
PAGE 2
EASTING
--------------------------------------------------------------------------------
-----------------------------------------------------------------.---------------
13 13 '(90 CENTER = 12 ROTATION Ci'l 379718.189 1533031. 686
DELTA 11j 47 46.0 RADIUS = 2864.789 CHORD 737.752
CHORD BEARING = S 80 16 10.2 E ARC 739.806 TANGENT 371 .972
-'I- L/8-1-Z-2.7'13
~~\ 14 790 13 737.752 N 80 16 10.2 w 379842.872 1532304.592
~~ 15 13 d13 ceNTER 12 ROTATION CW 379716.110 1533038.403
;2::; =
u..< DELTA 14 56 12.3 RADIUS = 2864.789 CHORD = 744.724
<J)::;) CHORD BEARING = S 80 11 5"( . 1 E ARC 746.837 TANGENT = 375.548
_C
:c . .l/!3r2..9.77L/
I- ~) 813 '(44.724 1532304.592
ZI- 16 13 N 80 11 57.1 W 379H42.812
;:0
z 1-: 17 13 792 GENTER = 12 ROTATION C,I 319612.234 1533319.680
~~1 -
DC:LTA 20 56 12.3 RADIUS = 2864.189 CHORD 1041.023
13 :;, CHORD BEARING = S 71 11 5"( . 1 E AIlC = 1046.831 TANGENT 529.322
0- CI +-2."";.77'-1
o!:::\
Ww 18 192 13 1041.023 N 11 11 57.1 W 319842.812 1532304.592
:cu
~~;
-z:
w<J)1
u-
i= ~,
o '
Z ..J
J
,r
o
o
PERIMETER = 11618.104
AHEA =
86255.044 SQUAIlE FEC:T ,
CLOSURE ERIlOH = .000
1 .9801 ACHES
~ JEFFEHSON COUNTY DEPT. OF PUBLIC WORKS
CourthousD, Port Townsand, Wo. gb368
2U6 3tl5-3505
<:
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Di::SlGN THAVt:HSE "POOP"
0/20/07 JOB It CRI'738
OAK BAY RD. - FLAGLER RD. INTERSECTION I'ROJ. ENGR. : BOB NESBITT
EAST JEfFERSOl'i CO. ilY ALCOHOL. PLANT PHc;PARED BY: AUBREY P AL11EH
--------------------------------------------------------------------------------
POOP Fr'om 13 (379b42.o72,1532304.592) To 13 (379b42.872,1532304.592)
DISTANCE:
CftS FIlOH TO FEET DIRl::CTION NORTHING EASTING
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
13 34 CENTER = 12 ROTATION CW 379841.614 1532332.188
0 33 09.2 RADIUS = 2864.789 CHORD 27.627
BEAHING = S 87 23 21:). 7 E ARC 2'( . 627 TANGENT 13.814
'ill D, 5"1,'1
2 34 13 27.627 N 87 23 28.7 w 379842.872 1532304.592
3 13 69ti CENTER = 12 ROTATION CW 379841.174 1532340.673
DELTA 0 43 20.9 RADIUS = ?B6!1. 789 CHORD 36.123
CHOHD BEAHll~G = S 137 18 22.8 E AHC 36.123 TANGENT 18.062
18 22.8 J./ /-f-/1. 6iDD
4 698 13 36.123 N 87 w 3'19842.872 15323011.592
5 13 712 CENTER = 12 HOTATION CW 3'(9840.746 1532348.484
DELTA = 0 52 44.1 RADIUS = 2864.789 CHOHD 43.946
CHORD BEAHING = S 13'7 13 41.2 E ARC 43.946 TANGENT 21.974
'11+:lI.,B83
0 "( 12 13 43.946 N 87 13 41.2 w 379842.B72 1532304.592
"( 13 1b CElfrEH = 12 BOTATION = CH 3791337. ::>70 153211GO.276 )
DELTA 1 55 01.4 RADIUS = 28611.789 CHORD 95. 8i~8 I
ClIOIlD BI>AHING = S tit> 42 32.0 G AHC 95.852 tANGENT 47.931
If!./- 78,7B9
13 18 13 95.848 II 86 42 32.6 ~1 37981~2. 872 1532304.592
'J 13 711,: CENTER = 12 ROTATION = C~1 379833.07!1 1532451.792 I
DELTA = 2 5'{ 03.7 RADIUS - 28611.789 CHOHD 1117.535
ClIOiW l:lEAllING = S do 11 31.4 E AHC = 147.551 :rANGENT 73.792
L/2-'" $(), '188
10 7/j2 13 14"(.535 N 86 11 31.4 \~ 379842.872 1532304.592
11 13 '( 11 CENTio:li = 12 ROTATION C;vl 379832.955 1532453.07'1
.J DELTA = 2 58 36.0 RADIUS = 2864.789 CHORD = 148.825
.r- CHOHD BEARING = S d6 10 115.0 E AIlC = 148.842 TANGENT = 74.43'7
'12./-31.779
12 711 13 1118.825 N 86 10 115.0 ',I 379842.872 1532304.592
0
13 13 3'( CEln' E H = 12 iWl'ATION = CW 3'{9832.259 15321160.458
DEI.TA = 3 07 30.4 RADIUS = 2864.789 CHORD = 156.237
CIW1W i:l1~AI1IIW = S OD 06 10.0 E ARC ~ 156.256 TANGENT = 70.14'7
'-I1r'3'1.I"f3
111 3'{ 13 156.23'{ N 86 06 18.0 W 37 '.Hl'll 2 . 872 15323011.592
0 I 0 0
~/!) Po ,!. 1,:1/
I
I
10
32 X I 0
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-
-
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.-
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DISTANCE I
CilS ["RON TO FEST DIRECTION NORTHING EASTING
--------------------------------------------------------------------------------
-------------------------------------------------------------------------------- l
15 13 7'1':) CC:NTEH = 12 ROTATION = C'd 379827.005 1532510.762 i
DELTA 4 08 12.3 RADIUS = 2864.789 CHORD 206.792 1
CHORD BEARING = S 05 35 57.1 E ARC 206.Cl37 TANGENT = 103.464
Z </~+a9. 77'/
~~ 16 '7.7-9------.13 -- __2.9.6~_792 _ .N.__Q:L3;L.5..7..,_LVI 379842. 872 ~~92
I-ro 17 13 731 Ce:NTEH = 12 ROTATION = CW-==~~.___ 1532568.776 1
a: DELTA 5 18 21.5 jiAD-I-US-.-:-----;2'B64. 7 89 CHORD =-"'.---26-5-;; 20/1 j
;;5~ CHOnD BEARING = S 05 00.52..s.-"'.----ARC = 265.298 TANGENT 132.744 I
-' 0' . ~::.S;:S.Y
uOI ..........,8 731 13 265.204 N 85 00 52.5 w 379842.872 1532304.592 j
<J)w I
l
-' 1-\ 19 13 n8 CBNTER = 12 ROTATION C\1 3'(9815.462 1532600.009 I
<J)u.
;:;:;0 DELTA 5 56 12.3 RADIUS = 2864.789 CHORD 296.705
::!;~. CHOnD BEARING = S 84 41 57.1 E ARC 296.837 TANGENT 148.552
;2 ::; I '13 -t-7"!, 77 'I
u..< 20 7'70 13 296.705 N 84 41 57.1 \~ 3798/12.872 1532304.592 I
<J)::;)
_c
i= ~1 21 13 96 CENTEH = 12 ROTATION = CW 379813.856 1532610.916
ZI- DELTA 6 09 26. "' RADIUS = 2864.789 CHORD 307.'(15 i
;: o. CHOHD BEARING = S tl/l 35 20.2 E AHC = 307.063 TANGl>NT 154.080 I
Z 1-: "/3-1-90, 800
~~1
13~\ 22 96 13 307.715 N 84 35 20.2 w 379842.872 1532304.592
0- 23 13 777 Ct:NTER 12 ROTATION CW 379807.840 1532649.421 !
o !::~ = = I
Ww DELTA 6 56 12.3 RADIUS = 2864.789 CHORD = 346.625
:cu CflORLJ BEA HI1W S d4 11 57. ., E ARC 346.83'( TANGENT 173.631
~~r = = )
'"1'7+'2..9,77'1
z' 24 777 13 346.625 N 81\ 11 57.1 W 379842.872 1532304.592 I
W Ull
u-,
i= ~t 25 13 773 CENTER = 12 nOTATION CW 3'(9793.870 1532728.05'(
o .
Z DELTA [I 32 03.1 RADIUS = 2864.'(89 CHORD 426.316
CHORD BeARING = S U3 24 01. '( E ARC 426.'(10 TANGENT = 213.'750
J./ S' -ft>'1: ~ ,/,
26 773 13 426.316 N 83 24 01.7 \1 37981\2.872 1532304.592
2'( 13 21t CENTEH = 12 lW'l'ATION C~I 379787.840 1532'(58.617
llt:L'fA 9 09 26.1 RADIUS = 28611.'789 CHORD = 1157.3'(6
CHonD BI>AiU.W = ,. 83 05 20.2 c; AIlC = 45'7.863 TANUENl' = 229./120
.;>
.J .l/S -1'10,,80
r 28 24 13 45'(.376 N 83 05 20.2 W 379842.8'(2 1532304.592
2L) 13 Tr4 CEHT8H = 12 1l0TI\TION = cw 379783.582 1532'(7') .17/,
0 Dl::LTA 9 311 3'(.7 BADIUS = 2864. '( 89 CHORD = 4'78.300
CriulW iHlAHING = S 02 52 1111.4 l:: ARC = W(8.!358 'fANGI>N'l' = 23':1.908
,/5" ft./, 795"
30 7711 13 1178.300 N 52 52 4/1.4 W 379842.872 1532304.592
31 n '(0';) CENTER = 12 HOTA'l'WN = CW 3,{9779.51'( 1532796.754
DELTA = 9 56 12.3 RADIUS = 28611.'(89 CHORD = 496.215
0 C lHnllJ fiEAillNCl = ., d2 1\1 5'(.1 l:: AHC = 496.83'7 TANm:N'f = 2119.0113 I
ijS"~ 79, 7'1( 0 0
(
CD
(~~.__.
c
~ -.........__-11I ...._~,IIIl"-..
: "-.,-',^<,~.::'::'",x_':~,~.?n~~-ru,:" ",'
e (:,:;J. ~::\C" " " .
_._.4IIIfIIl!t~ __
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CHS
FROH
DISTC ";E
FEET
EASTING
(
TO
DIH~CTION
NORTHING
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
32 765 13 i196.215 N 82 41 57.1 H 37\)842.872 1532304.592
33 13 '(49 CEtl1'ER = 12 ROTATION CW 379770.138 1532839.673
DELTA 10 49 00.3 RADIUS = 2864.789 CHORD 54Li.034
CHORD BEARING = S 82 15 33.1 E ARC 540.837 .ANGENT 271.225
'7"'? t""23. ?:?7'
34 '{lJ9 13 540.034 N 82 15 33.1 \~ 379842.872 1532304.592
Pi':RHIBTER 895'( . 861 CLOSURE ERRon .000
EA = 20343.029 SQUARE FEET . 0.4670 ACRES
C~=.
.C~{,~
~..
'~"'\' "";~1i\lj\,,"
;~':\:':">" :.'
.,.., "'; iJ;l'.~';'::{-I"~' "., .~, . ;.,.."ey:.... ,
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" i .
/.~ ' PAGE {
STAKE .IOUT I
COORDINATE TABLE: CRP738
PREPARED BY: AUBREY PALMER DATE: 10/27/87 I
--------,-----------------------------------------~-----------------------------
TYPE OF STAKE OUT: NORMAL
I
BACKSIGHT FROM TO DISTANCE ANGLE DIRECTION I
================================================================================
455 454 728 729.151 A 166 00 23.8 R H 87 01 37.6 W I
455 454 13 363.13ti A 166 35 06.3 R N 86 26 55.0 w
4?5 454 18 207.292 A 166 40 19. 1 R N 86 21 42.2 ~J
455 454 24 78.1CS9 A 6 37 59.5 R S 66 24 01.8 E
455 454 74tl 181.475 A 327 55 48.1 R N 74 53 46.8 E
455 454 752 .211.896 A 324 37 41.4 Ii N '( 1 35 40.1 E
455 454 &49 522.029 A 313 21 04.0 R N 60 19 02.7 E
455 454 750 168.555 A 337 41 3iL9 R N 84 39 37.6 E
455 454 749 160.381 A 0 49 30.9 R S 72 12 30.4 E
455 454 792 665.721 A 1 08 32.1 R S 71 53 29.2 E
454 24 728 802.801 A 341 20 22.6 R N 85 03 39.2 w
454 24 13 457.376 A 343 18 41.6 R N 83 05 20.2 w
454 24 18 361.770 A 344 16 12.3 R N 82 07 49.5 w
454 24 748 130.000 A 119 12 20.4 R N 52 48 18.6 E
454 24 752 162.452 A 119 12 20.4 R N 52 48 18.6 E
454 24 849 479.397 A 119 12 20.4 R N 52 48 18.6 E I
454 24 750 107.038 A 130 21 42.0 R N 63 57 40.2 E
454 24 149 82.912 A 168 43 11.8 R S 11 40 50.0 E I
454 24 192 587.938 A 173 46 41.8 R S 12 37 14.0 E
454 455 128 1466.302 A 353 05 31.4 R N '(9 56 23.9 W""
454 455 13 1124.354 A 355 27 56.2 R N 71 34 05. 1 W
454 455 18 1029.836 A 356 18 46.1 R N 16 43 15.2 w I
454 45!:> 24 610.545 A 359 13 41.1 R N 13 48 19.1 W ..
454 455 148 602.128 A 9 12 29.8 R N 63 49 31.5 w
,. 454 455 ' 152 588.291 A 12 02 04.9 R N 60 59 56.4 w
" 454 455 849 544.091 A 44 14 27.1 R N 28 47 34.2 w
454 455 150 595.653 A 6 09 56.3 R N 66 52 05.0 W
454 455 149 581.190 A 359 46 29.4 R N 13 15 31.9 w ~
.-l-454 455 192 83.621 A 350 52 05.9 R N 82 09 55.4 w
455 24 128 802.801 A 168 44 40.5 R N 85 03 39.2 w
455 24 13 451.316 A 110 42 59.5 R N 83 05 20.2 W
~ 455 24 18 361.770 A 111 40 30.1 R N 82 01 49.5 w
.r 455 24 148 130.000 A 306 36 38.2 R N 52 48 18.6 E
4~5 24 152 162.452 A 306 36 38.2 R N 52 48 18.6 E
455 24 849 419.397 A 306 36 38.2 R N 52 48 18.6 E
0 455 2'-l 750 101.038 A 311 45 59.9 R N 63 51 1I0.2 E
1I55 24 '(49 82.912 A 356 07 29.6 R s 71 40 50.0 B
455 24 192 587.938 A 1 11 05.6 R s '(2 31 14.0 E
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DESIUN TRAVERSE "OAKBAYRD"
10/21/87 JOB /I CRP738
OAK BAY RD. - FLAGLER RD. INTERSECTION l'ROJ. ENGR. : BOB NESBITT I
EAST JEFFERSON CO. BY ALCOHOL PLANT PREPARED BY: AUBREY PALMER
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,,J~; ... OAKBAYRD From 728 (379656.954,1531958.845) To 728 (379856.954,1531958.845) i
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Z 1-; CHORD BEARING = S 77 40 50.0 E ARC 82.975 TANGENT = 41.490
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JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
Courthouse, Port Townsend, Wa. 98368
206 385-3505
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749 750 66.432 N 13 08 57.0 E 379834.824 1532854.784
2 750 752 CENTER = 751 ROTATION = CW 379886.040 1532888.015
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3 752 849 316.945 N 52 48 18.6 E 380017 .631 1533140.474
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U$Er. PPINTS
IN COOHDINATE TABLE "CRP738"
PREPARED BY: AUBREY PALMER 10/ 1/87
--------------------------------------------------------------------------------
FROM '1 io '2000. .
POINT NORTHING EASTING POINT NORTHING BASTING
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
1 377932.893 1534954.466 2 378572.324 1534478.630
3 376862.035 1532180.337 4 379724.291 1532301.719
5 379733.137 1532093.119 6 379850.905 1532105.653
7 379791.267 1533571.546 8 378694.662 1534387.592
9 376984.271 1532089.160 10 379846.897 1532205.758
11 376984.373 1532089.298 12 376980.628 1532188.009
-'I- 13 379842.872 1532304.592 14 379680.155 1533146.438
en u..\
;:;:;01 15 380731.908 1532420.721 16 379430.789 1532390.986
:::E~I 17 380717.322 1532719.628 18 379837.370 1532400.276
<-' 19 380126.350 1532406.882 20 380112.320 1532705.625
a: -' I
u.< 21 380894.514 1532541.801 22 380736.907 1532955.5116
en:::> 23 379794.685 1532807.113 24 379787.840 1532758.617
_c
:c u~ 25 379995.281 1533031.962 26 379852.384 1532400.621
I-~
ZI- 27 379857.858 1532305.202 28 379869.848 1532305.690
;:0 29 379920.509 1532336.164 30 379919.001 1532402.143
Z 1-: 31 379919.321 1532388.148 32 379868.578 1532333.547
!:E~I 33 379856.594 1532332.943 34 379841.614 1532332.188
13~ 35 379910.896 1532467.971 36 379912.404 1532401.992
:5 !;:. 37 379832.259 1532460.458 38 379912.084 1532415.988
WUJ 39 379859.135 1532463.026 40 379852. 167 1532462.360
:cu 41 379845.817 1532232.284 42 379849.886 1532132.373
I- -,
~51 43 379860.803 1532232.894 44 379872.793 1532233.383
z' 45 379864.873 1532132.983 46 380125.695 1532420.866
.. I
W<J)I 47 380085.524 1532444.957 48 380163.522 1532446.739
~~! 49 380086.415 1532405.969 50 380164.413 1532407.752
o . 51 380124.567 1532444.913 52 380124.479 1532446.784
Z
" 53 380110.495 15324116.128 54 380086.095 1532419.965
1 55 380138.551 1532445.569 56 380164.093 1532421.747
57 380146.472 1532428.458 58 380125.317 1532428.916
59 380103.806 1532427.907 60 379882.421 1532371.562
61 379876.363 1532429.098 62 379881.742 1532401.292
63 379877.001 1532401.183 64 3798'17.809 1532365.835
65 379881.193 1532425.293 66 379867.038 1532400.956
.,. J 67 379866.110 1532441.554 68 380676.508 1532419.1155
.r 69 380675.275 1532473.437 70 380710.667 1532512.911
71 380713.299 1532458.978 72 380711.010 1532513.850
73 360710.667 1532512.911 74 380709.667 1532512.911
0 75 380710.207 1532513.753 76 380686.448 1532433.684
77 380685.762 1532463.675 78 380715.725 1532465.137
79 380715.225 1532475.387 80 380707.720 1532443.236
81 380717.226 1532434.388 82 380712.352 1532534.263
83 380617.258 1532432.103 84 380686.768 1532419.689
85 380729.707 1532465.819 86 380717.908 1532420.401
87 380706.247 1532420.180 88 380730.755 1532444.360 I
0 89 379912.734 1532387.57'r 90 380125.385 1532427.469 0 0
91 380146.955 1532407.353 92 380104.298 1532406.378
93 37971J7.840 1532756.617 94 379839.933 1532362.375
95 379836.455 1532412.250 96 379813.856 1532610.916
97 379844.906 1532254.636 98 379874.680 1532255.857
99 379669.876 1532364.201 100 379879.857 1532364.810
(=--;. ~ M._ r on I 0 I 0
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USE:.!. POINTS I
IN COORDINATE TABLE "CRP738" i
1
PREPARED BY: AUBREY PALMER 10/ 1/87 i
,
--------,----------------------------------------------------------------------- ,
FROM U1 TO #2000. I
Z POINT NORTHING EASTING POINT NORTHING EASTING
<~ -------------------------------------------------------------------------------- I
-------------------------------------------------------------------------------- j
:Cz 101 379876.329 1532415.'381 102 379886.298 1532416.164 i
I-w
a: 103 379863.305 1532618.298 104 380685.516 1532673.882 ~
~a> 105 380113.262 1532686.008 106 380154.944 1532437.541 ~
-' O' 107 380094.946 1532436.170 108 380083.749 1532674.957 I
uol:
<J)w, 109 380145.142 1532646.582 110 380075.466 1532659.470
-' 1-1 111 380153.401 1532662.601 112 382514.678 1535089.198 I
113 383512.794 1529797.107 114 379861.965 1532149.536 J
<J) u. \ I
-0 115 379911.559 1532438.980 116 379911. 719 1532431.983
~~I 117 379919.938 1532361.156 118 379919.687 1532372.153
c2 _I 119 379895.543 1532334.906 120 379891.548 1532334.705
u..~1
::;)/ 121 379882.030 1532465.213 122 379895.772 1532234.319
~c 123 379879.860 1532133.594 124 379892.827 1532306.626
:c u1 125 379872.845 1532305.812 126 379879.458 1532371.232
I- :r.
ZI- 127 379885.064 1532431.373 128 379751.217 1533026.242
;: o. 129 379931.380 1533030.464 130 379897.792 1532969.665
Z 1-:
~~! 131 379768.555 1532966.636 132 379800.516 15321141.484
13 :;\ 133 380068.337 1533003.66d 134 379403.849 1532988.094
0- 135 380023.218 1533002.610 136 379853.415 1532616.821
c !::~. 137 379777.454 1532807.522 138 379806.742 1532814.010
Ww 139 379816.505 1532816.172 140 379812.898 1532303.371
:cu 141 379720.084 1533025.512 1112 379688.925 1533024.782
t;: i=i
_0, 143 379878.513 1532878.097 1114 379938.962 1532957.751
oozl 145 379999.411 1533037.404 1116 380120.310 1533196.712
~!!1: 147 379798.042 1532705.896 148 379830.595 1532748.791
- :t;
5k 149 379910.375 1532853.917 150 379902.410 1532859.962
Z 151 379962.859 1532939.616 152 379970.824 1532933.571
153 380152.171 1533172.532 154 379776.840 1532810.286
155 379907.101 1532981.930 156 379899.135 1532987.975
157 379959.585 1533067.629 158 379951.619 1533073.674
159 380072.517 1533232.981 160 380080.1183 1533226.936
161 379785.993 1532767.629 162 379795.681 1532718.580
163 379775.1150 1532816.501 164 379764.055 1532865.181
165 379751.813 1532913.656 166 379738.727 1532961.909
167 379804.512 1532669.370 168 379812.483 1532620.013
.r 169 379819.591 1532570.524 170 379825.835 1532520.919
171 379831.211 1532471.213 172 379835.720 1532421.420
173 379839.358 1532371.557 174 379842.126 1532321.637
0 175 379844.023 1532271.677 176 379724.800 1533009.927
177 379710.038 1533057.694 17B 379812.161 1532320.238
179 379809.422 1532369.634 180 379805.821 1532418.976
181 3798u1.360 1532468.247 182 379796.040 1532517.433
183 379789.862 1532566.519 184 379782.828 1532615.489
la5 379774.940 1532664.329 186 379766.202 1532713.024
187 379756.615 1532761.559 188 379746.182 1532809.919 I
0 ld9 379734.907 1532858.090 HiO 379722.793 1532906.057 0 0
191 379709.844 1532Y53.805 192 379696.063 1533001.320
193 380457.863 1532444.462 194 380397.864 1532443.091
195 380155.269 1532'137.546 196 360095.271 1532436.175
197 379852.674 1532430.631 198 379792.677 1532429.260
199 379550.079 1532423.716 200 379852.591 1531804.365
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PAGE 3 j
U~E~ PpINTS ( I
IN COORDINATE TABLE "CRP738" I
PREPARED BY: AUBREY PALMER 101 1187 1
;
--------~----------------------------------------------------------------------- I
FROM #1 TO ~2000. I
POINT NORTHING EASTING POINT NORTHING EASTING I
z J
<~ ================================================================================ !
201 379933.189 15329711.0011 202 379490.084 1532422.345 I
:Cz 1
I-w 203 380077.1152 1532951.888 204 380475.652 1533684.149
a:
~~ 205 379600.965 1533341. 570 206 379641.350 15332117.11118 'l
-' 01 207 379679.606 15331116.2112 208 379710.793 1533051.197 I
Uo 209 379751.626 1532993.627 210 3791311.173 1532972.601
<J)w 211 379756.020 1532943.314 212 379782.1135 1532893.738 1
-' 1-1 213 379771.129 1532883.1d2 2111 379771.805 1532837.7111 j
<J) u. \ 215 379766.1112 1532854.887 216 379813.742 1532868.891
-0 ,
w 217 3790111.11111 1532865.584 218 379843.1186 1532851.176 ~
::E~I
c2 ::; I 219 3798112.789 1532839.1114 220 379860.1149 1532878.568
u. <) 221 379915.860 1532926.156 222 379852.903 1532835.1711 I
<J)::;) 223 379870.711 1532836.318 2211 379881.369 1532827.838 I
_C
:c u~ 225 379947.1120 1532873.036 226 379959.201 1532859.212 I
I- :Il.
2: 1-, 227 379905.775 1532821.1186 228 379861.773 1532781.831
!z ~: 229 379839.333 15327113.471 230 379807.720 1532741.7911
~~\ 231 379812.605 1532718.297 232 379799.1113 1532721.768
233 379797.356 1532690.0116 2311 379806.1106 1532681.1511
13 :;, 235 3798211.0611 15326115.261 236 3798011.653 15326111.210 I
0- 237 379779.831 1532726.856 238 379763.591 1532703.654
01:::\ 239 3797811.670 1532656.511 240 379779.596 15326114.541
Ww
:Cu 2111 379791.1135 1532650.250 242 379818.092 1532606.978 }
I- -,
~5i 2113 379832.2112 1532589.851 2411 379808.580 1532535.338
z' 2115 379820.972 1532536.982 246 379826.597 1532537.156
wenl 2117 3798118.055 15325111.823 2118 379853.810 15321113.157
u-'
i= J:l 2119 379838.835 1532379.601 250 3798411.292 1532269.728
Ok, 251 379862.9711 15321173.1I23 252 379808.7115 15321165.2111
z
253 379815.1127 15321167.002 2511 379845.128 1532596.635
255 379849.026 1532637.264 256 379842.924 1532636.273
257 3798511.510 15326611.322 258 379875.619 1532673.776
259 3799611.976 1532680.050 260 380149.1110 1532687.4119
261 380120.801 1532672.655 262 380116.805 1532672.8115
263 380116.671 1532703.690 2611 379986.734 1532698.640
265 379871.029 1532690.372 266 379849.133 1532696.125
..... .' 267 379637.569 1532722.1I73 268 379866.618 1532661.1I99
r 269 379648.377 1531682.437 270 3799911.429 1531360.475
271 379927.147 1531487.005 272 379910.594 1531610.671
273 379883.410 1531629.053 274 379865.277 1531781.670
0 275 379834.8211 1531947.264 276 379854.612 1532016.355
277 379848.495 1532090.335 278 3791:146.892 1532202.324
279 379822.624 1532207.252 280 379829.953 1532107.521
281 379873.672 1532103.623 282 379830.136 1532073.429
283 379836.748 1532061.878 2811 379911.7117 1532857.969
21.15 3798911.511 1532860.409 286 379887.3011 1532889.680
287 379857.278 1532826.378 288 380168.720 1533259.356 I
0 289 380221.6211 1533290.215 290 380455.757 1533682.102 0 0
291 380291.0011 153311115.1711 292 380351.960 15331162.302
293 3tl03211.ti08 1533320.251 2911 31:10365.710 1533422.293
295 3801120.2111 15335011.501 296 380508.268 1533707.306
297 380536.120 1533705.117 2!l1:l 380609.2311 1533840.967
299 380700.0114 1533952.753 300 380711.972 1533931.368
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U~EI:J POINTS
IN COORDINATE TABLE "CRP138" I
PREPARED BY: AUBREY PALMER 10/ 1/81 I
--------~----------------------------------------------------------------------- "
FRON '1 TO '2000. !
POINT NORTHING EASTlNG POINT NORTHING EASTING I
-------------------------------------------------------------------------------- 1
--------------------------------------------------------------------------------
301 380793.871 1534048.826 302 380882.662 1534122.266 1
303 380002.048 1532902.752 304 380072.284 1532957.995 ,~
305 380140.227 1533019.143 306 380201.814 1533090.199 I
307 380260.518 1533176.803 308 380306.376 1533267.631
309 380359.629 1533262.976 310 380338.183 1533270.892 !
-'I- 311 380324.563 1533293.970 312 380313.982 1533269.487 1
<J)u.. 313 380336.521 1533251.3!S6 314 380326.497 1533228.222 1
-0 315 380293.362 1533222.256 316 380293.260 1533204.179
~~I 317 380270.763 1533178.680 318 379934.123 1532853.233 I
c2 =:il 319 379852.066 1532796.076 320 380446.412 1532683.351
u..< 321 380386.414 1532681.963 322 379476.546 1532720.916
<J):::l i
-c 323 380084.031 1532674.9611 324 379838.810 1532730.683
:c .
~~ 325 379536.541 1532722.305 326 379539.259 1532662.355 J
327 379479.265 1532660.967 328 380731.920 1532420.719 ,;
I- o. 329 380429.300 1532413.803 330 379807.720 15327111.794 1
Z 1-:
~~i 331 379812.605 1532718.297 332 379799.1113 1532721.768 I
:::lC' 333 380126.680 15321106.887 334 379824.061 1532399.971
u (/)) 335 379521.4111 1532393.056 336 379796.461 1532997.296
0-
o !::~ 337 379494.365 1532990.216 338 379507.903 1532691.636 r
Ww 339 379810.261 1532698.6311 340 379430.790 1532390.984
:cu 3111 379827.843 1532968.026 342 379767.848 1532966.620
I- -, I
~6! 343 379525.721 1532960.945 344 379lJ65.727 1532959.539
Zi 345 380761.910 15321121.1I011 346 380068.294 1533003.667
wenl
u-' 3117 379403.8119 1532988.095 3118 380717.334 1532719.628
i= ~i 3119 380lJ14.Y76 1532712.630 350 380112.619 1532705.632
~ '1 351 380144.028 1532676.353 352 3798111.6411 1532669.35lJ
353 379838.8711 1532729.302 354 319781.648 1532667.965
355 379778.878 1532727.913 356 379432.493 1533018.773
351 379402.847 1533675.851 358 380701.276 1533048.508
359 380669.179 1533706.270 360 380288.344 1533038.831
361 379845.422 1533028.450 362 380257.065 1533696.371
363 379814.961 1533685.750 36lJ 380719.314 1533294.3116
I 365 380705.890 1533569.4113 366 379391.450 1533262.913
367 379379.051 1533537.72li 368 380690.777 1533263.664
r 369 380687.852 1533323.608 370 380677.354 1533538.754
371 3806711.429 1533598.698 372 380318.3li3 1533039.534
373 380308.112 1533254.606 374 380305.260 1533314.551
0 375 380295.030 1533529.615 376 380292.178 1533589.560
377 380287.063 1533697.091 378 380258.346 1533038.128
379 380248.116 1533253.185 380 380245.264 1533313.131
381 380235.034 1533528.180 382 380232.Hl2 15335!l8.125
383 380227.067 1533695.650 384 379875.420 1533029.153
3!l5 379865.45!l 15332411.127 386 379862.679 1533304.074
387 379852.717 1533519.041 388 379849.939 1533578.987 I
0 389 379844.958 15336!l6.1171 390 379815.425 1533027.747 0 0
391 319805.463 1533242.707 392 379&02.685 1533302.65lJ
393 379792.723 1533517.606 394 379789.945 1533577.553
395 379784.964 1533685.030 396 379422.798 1533233.648
397 3791120.094 1533293.597 398 379410.399 1533508.466
399 379407.694 1533568.415 400 380621.1115 1533705.123
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USEIl, P~lINTS
Il~ COORDINATE TABLE "CRP138"
PREPARED BY: AUDREY PALMER 10/ 1/81
;;;~-;~-~;-;;~~~:--------------------------------------------------------------- 4
I
PO~:"T NORTHING EASTING POINT NORTHING EASTING t
-------------------------------------------------------------------------------- ,
-----------------------------------------------_._------------------------------- 1
1101 380513.650 1533103.916 1102 380525.886 1533702.828 1
1103 3801178.121 1533101.681 11011 3801130.357 1533700.533 ~
1105 380382.592 1533699.386 1106 3803311.827 1533698.239 i
1107 380119.3011 15336911.503 1108 380131.5110 1533693.355 J
1109 380083.716 1533692.208 1110 380036.013 1533691.060 'J
1111 379988.2119 1533689.913 1112 3199110.485 1533688.166 1
J
-'I- 413 379l:l92.722 1533661.618 11111 319'(37.200 1533683.882 I
<J) u.1 '1l15 379689.1135 1533682.735 1116 3196111.670 1533681.588 i
-01 ,
w> 1117 37Y593.906 1533680.111l0 1118 319546.1111 1533679.293 ~
~ 1-' 1119 3791198.316 1533678.1115 1120 3191150.612 1533616.998 I
;2 ::; i I
u..< 1121 380653.1109 15330111.387 1122 380605.5113 15330116.265 j
<J)::l 1123 380557.676 15330115.143 11211 380509.809 153301111.021
_c
:c 1125 3801161.9113 15330112.899 1126 3804111.076 15330111.111
I- ~1
ZI- 1121 380366.209 15330110.656 1128 380210.1180 1533031.006 ,
;:0 1129 380162.6111 1533035.884 1130 3801111.7119 1533034.162 1
zl- 1131 380066.883 1533033.640 1132 380019.017 1533032.519
W w,
~::l. 1133 379971.152 1533031.397 1134 319923.286 1533030.275
::lc.
g !!?\ 1135 379767.558 1533026.625 1136 319119.692 1533025.503
1131 379671.826 1533024.382 1138 379623.959 1533023.260
c t::~ 1139 379516.093 1533022.138 1140 319528.226 1533021.016
Ww
:cu 1141 379480.360 1533019.8911 1142 3806112.9411 1533262.532
I- -,
~5' 1143 380595.111 1533261.1100 111111 3805117.278 1533260.261
w~1 1145 3801199.11115 1533259.135 1146 3801151.611 1533258.003
u-' 1147 380403.778 1533256.870 11118 380355.9115 1533255.738
- :c, 1149 380200.283 1533252.053 1150 380152.451 1533250.921
13k 1151 3801011.619 15332119.789 1152 380056.787 15332118.656
z 1153 380008.9511 15332117.5211 11511 379819.1110 1532686.971
1155 379600.836 1533402.516 1156 379961.122 15332116.392
1157 379913.290 15332115.259 1158 379757.630 1533241.575
1159 379709.797 1533240.1142 1160 379661.9611 1533239.310
461 379614.131 1533238.118 1162 379566.298 1533237.045 i
1163 379518.1165 1533235.913 1164 319470.632 1533234.781
465 3806110.028 1533322.1176 1166 380592.204 1533321.344 I
I
1167 3805114.380 1533320.211 1168 380496.556 1533319.079 I
r 1169 3804118.732 1533311.9117 1170 380400.908 1533316.815
1171 380353.084 1533315.683 1172 380197.11111 1533311.999 I
1173 3801119.618 1533310.867 11711 380101.795 1533309.135 I
0 1175 380053.972 1533308.602 1176 380006.1119 1533307.1170 I
1177 379958.326 1533306.338 '1l18 319910.502 1533305.206
1179 3797511.861 1533301.522 1180 379701.037 1533300.390 I
1161 379659.213 1533299.25B 1182 319611.389 1533298.126
1183 379563.565 1533296.993 11811 319515.741 1533295.861
1185 379467.916 15332911.729 11116 380629.563 1533531.612 I
1181 380581.713 1533536.1170 1188 380533.982 1533535.327 I I
0 118g 380486.192 1533534.185 1190 3801138.401 1533533.042 ,
i 0 0
1191 380390.611 1533531.900 1j92 38031j2.820 1533530.757 ,
493 31$0187.244 1533527.038 1j911 380139.455 1533525.895 I
495 380091.665 15335211.753 1j96 3800113.876 1533523.610 I
1197 379996.086 1533522.1168 IIg8 379y4B.296 1533521.~26 I
1j99 379900.507 1533520.183 500 3797411.933 1533516. 611 /
,
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l PAGE 6 I
,
U~ED. P..oINTS I
I
IN COORDINATE TABLE "CRP138" j
1
PREPARED BY: AUBREY PALMER 10/ 1/81 i
--------~----------------------------------------------------------------------- j
FROM U1 TO ~2000. i
Z POINT NORTHING EASTING POINT NORTHING EASTING 1
~~ ====================================================================~=========== 1
I-ro 501 319691.11l2 1533515.321 502 31961l9.352 1533511l.119 I
a: 503 319601.561 1533513.036 501l 379553.171 1533511.891l '{
~i3'I, 505 319505.980 1533510.151 506 3191l56.190 1533509.609 I
dgi 501 380626.61l1 1533597.555 508 380518.866 1533596.1l13 I
,
509 380531.085 1533595.271 510 3801J83.303 1533591l.12g l
" en wI 511 3801l35.522 1533592.986 512 3803B1.11J1 1533591.81l1l I
-' 1-1 .,
513 380339.959 1533590.102 511l 31:l0181l.1l02 1533586.983 1
en u. \ -!
-0' 515 380136.622 1533585.81l1 516 380088.81J1 1533581l.699 i
~~! 511 38001l1.061 1533583.556 518 3799~3.280 1533582.1l11l
<_! 519 31991l5.500 1533581.212 520 379891.120 1533580.130 I
a: -' I
u. <I 521 31\1142.161l 1533516.1l11 522 379691l.S82 1533515.269
<J)::;)
_C 523 31961l6.601 1533511l .126 521l 379598. 20 1533512.981l
:c ~~
I- :0. 525 319551.038 1533511.81l2 526 319503.251 1533510.100
ZI- 521 3191l55.1l16 1533569.551 528 380696.021 1533156.086 I
;: ~. 529 380682.603 15331l31.181 530 380313.221 153311l1.010
Z . 531 380300.11l5 15331l22.083 532 380253.231 153311l5.651
~~l 533 38021l0.11l~ 15331l20.656 531l 379810.1l39 1533136.61l0
13~ 535 319857.698 15331l 11 .551 536 379810.1l1l1l 1533135.221 I
g~~ 531 319191.101l 15331l10.130 538 3791J21.61J6 1533126.210
Ww 539 3191l15.21l6 15331l01.032 51J0 38061l8.111 1533151l.959
:cu 541 380600.321 1533153.832 542 380552.411 1533152.105 >
I- -.
!::b; 543 380504.627 1533151.518 544 380456.171 1533150.451
oozr 545 380408.921 1533149.324 546 380361.071 153311l8.191
W<J)' 541 380205.382 1533141J.529 548 380151.533 153311l3.1l02
u-,
i= ~! 51J9 380109.684 153311l2.275 550 380061.835 153311l1.11l8
o .
Z ., 551 380013.986 1533140.021 552 379966.137 1533138.891l
553 319918.288 1533137.761 554 379762.591l 1533131l.100
555 379711J.71l1J 1533132.973 556 379666.895 1533131.81l6
551 379619.01l5 1533130.719 558 379511.195 1533129.592
559 319523.3ll5 1533128.ll65 560 379415.ll96 1533121.338
561 380634.796 1533430.0411 562 380586.988 15331128.901
563 380539.181 1533427.769 5611 3801191.3711 1533ll26.632
565 380ll113.567 1533425.1195 566 380395.759 1533ll24.357
561 380347.952 15331123.220 568 380192.3113 1533419.518
.r 569 38011111.536 15331118.381 570 380096.730 1533411.2ll11
571 3800118.9211 15331116.106 572 380001.117 1533414.969
573 379953.311 15331113.832 51ll 379905.505 1533412.695
0 575 3797119.897 15331108.993 576 379702.090 15331107.856
571 3796511.282 15331106.718 578 379606.1175 15331105.581
579 379558.668 1533404.111111 580 379510.861 15331103.306
581 3791163.0511 15331102.169 582 380694.627 1532569.1183
583 379ll211.054 15325110.262 584 380075.308 15328511.299
585 3791110.5811 1532838.817 586 3B01l52.138 1532563.906
587 380392.139 1532562.527 588 3B01119.6118 1532556.950 I
0 589 380089.651 1532555.570 590 3798117.159 15325119.993 0 0
591 379787.163 15325118.613 592 37951111.669 15325113.036
593 379111:l11.6711 15325111.656 594 3791:l33.3S8 15328ll8.6bll
595 379773.363 15328117.267 596 379531.131 15328111.625
597 3791171.137 15328110.228 598 380639.809 1532ll118.620
599 380579.160 15324117.2311 600 377991.771 15311955.9113
c=-~--
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PAGE 7
U~E!)O P{)INTS
III COORDINATE TABLE "CRP73~"
PREPARED BY: AUBREY PALMER 10/ 1/87
--------~-----------------------------------------------------------------------
FROM ul TO #2000.
POINT NORTHING EASTING POINT NORTHING EASTING
================================================================================
601 380635.360 1535022.244 602 378212.168 1529657.074
603 378100.912 1532330.586 604 380895.682 1529743.777
605 380763.373 1532391.432 606 380699.178 1533706.991
607 379974.463 1535005.669 608 379313.566 1534989.094 J
609 378652.669 1534972.518 610 378019.057 1534299.604 1
-'I- 611 378046.342 1533643.265 612 378073.627 1532986.925
~~\ 613 378766.527 1532345.797 614 379432.142 1532361.009 (
615 380097.758 1532376,220 616 380731.276 1533049.211 1
~~! 617 380667.269 1534364.617 618 379372.851 1533675.130 J
;2 ::; I 619 380036.105 1533691.063 620 378709.596 1533659.197 :\
u.< 621 3l;S0005.2B4 1534348.366 622 379343.208 1534332.112 .f
<J)::J j
_c 623 378681.132 1534315.858 624 380066.931 1533033.641
:c u~ i
I- ::0. 625 3'/9402.496 1533018.069 626 376738.062 1533002.497 l
ZI- 627 379417.319 1532689.539 628 380747.324 1532720.322 l
;:0 629 380082.344 1532704.931 630 380700.457 1532450.006 l
Z 1-, I
~~! 631 379429.437 1532420.959 632 380688.797 1532688.961
::J c:.~ 633 379418.672 1532659.565 634 380080.914 1532734.904 j
UCJ)I. 635 379415.'967 1532719.514 636 380069.701 1532973.694 1
0- .
Cl !::" 637 379405.201 1532958.120 638 380731.276 1533049.212 'I
Ww 639 379402.497 1533018.070 640 380747.324 1532720.322 I
:cu 641 379417.319 1532689.539 642 380097.758 1532376.221
I- -,
!::b' 643 380066.886 1533033.641 644 380082.322 1532704.931
w~1 645 380518.512 1532445.848 646 380634.005 1532568.089
u-' 6117 . 380573.382 1532566.695 6118 380512.760 1532565.301
i= ~i 649 380628.201 1532687.559 650 380567.605 1532686.156
o '
Z . 651 380507.008 1532684.754 652 380337.215 15321l1l1.105
653 380276.566 1532440.319 651l 380215.917 15321l38.933
655 380331.516 1532561.132 656 380270.894 1532559.738
657 380210.271 1532558.344 658 380325.817 1532680.560
659 380265.221 1532679.158 660 380201l.624 1532677.755
661 380034.621 1532434.789 662 379973.972 1532433.403
663 379913.323 1532432.017 664 380029.028 1532554.175
665 379968.405 1532552.781 666 379907.782 1532551.387
r 667 380023.434 1532673.562 668 379962.837 1532672.159
669 379902.240 1532670.757 670 380020.404 1532733.503
671 379959.894 1532732.103 672 379899.384 1532730.702
673 380014.820 1532852.890 674 379954.333 1532851.481
0 675 379893.846 1532850.073 676 380009.237 1532972.277
677 379948.772 1532970.860 678 379b88.308 1532969.443
679 379732.028 1532427.874 6110 379671.378 1532426.488
6111 379610.729 1532425.102 6112 379726.539 1532547.219
683 379665.916 1532545'.824 684 379605.293 1532544.430
685 379721.051 1532666.563 686 379660.453 1532665.160
687 379599.856 1532663.758 688 379718.294 1532726.511 I
0 689 379657.709 1532725.109 690 379597.125 1532723.707 0 0
691 379712.805 1532845.856 692 379652.247 1532844.446
693 379591.6b9 1532843.035 694 379707.316 1532965.201
695 379646.784 1532963.782 696 379586.253 1532962.364
697 379921.818 1532336.192 698 379841.1711 1532340.673
699 379920.311 1532402.171 700 379920.562 1532391.175
(~_..._--_.
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~ 1
( PAGE 8 I
u~~ OOINTS
IN COORDINATE TABLE "CRP738" I
PREPARED BY: AUBREY PALMER 10/ 1/87 I
--------~-----------------------------------------------------------------------
FROH #1 TO #2000.
POINT NORTHING EASTING POINT NOH THING EASTING I
-----------------------------------------------,--------------------------------- i
--------------------------------------------------------------------------------
701 379867.135 1532342.05& 702 379861.499 1532289.517 i
703 379863.820 1532455.945 704 379917.453 1532468.119
705 379837.665 1532571.168 706 379859.147 1532341.632
707 379843.515 1532288.784 708 379918.961 1532402.140 ~
709 379918.709 1532413.136 710 379850.877 1532454.742 ,~
;; ::\ 711 379832.955 1532453.077 712 379840.746 1532348.484 ~
713 379845.153 1532248.587 714 379847.187 153219tl.632 I
-0 715 379849.019 1532153.672 716 379850.850 1532108.712
~~ 717 379848.867 1532304.836 718 379846.737 1532348.820
;2::::; 719 379844.855 1532108.468 720 379836.877 153230/1.347 I
u..< 721 379856.845 1532108.956 722 379853.1tl2 1532198.81;6
<J):::>
-c: 723 379841.192 1532198.388 724 379834.756 1532348.1 7
:c .
I- ~1 725 379839.158 1532248.343 726 379703.462 1532189.873
ZI- 727 379994.575 1532117.471 728 379856.954 1531958.845
;: 0, 729 379868.834 1532109.444 730 379824.887 1532303.859
z~!
~~! 731 379819.826 1532568.776 732 379825.773 1532569.573
g~ 733 379813.879 1532567.970 734 379801.987 1532566.383
735 379881.863 1532456.304 736 379896.655 1532351.620
C!:::I\ 737 379895.513 1532401.604 738 379827.099 1532451.239
Ww 739 379843.515 1532288.784 740 379841.982 1532418.433
:cu 741 379839.048 1532452.344 742 379833.074 1532451.792
I- -I
~b: 743 379831.091 1532948.446 744 379869.097 1532908.695
"zl 745 379905.692 1532943.684 746 379780.198 1532927.599
W<J) 747 . 379735.389 1533036.987 "P.~ J.!!L. 379866.423 1532862.166
~XI
5'"'\ 749 379770.138 1532839.673 750 379834.824 1532854.784
Z '1 751 379814.352 1532942.420 752 379886.040 1532888.015
I,; 753 379863.955 1532787.161 754 379809.021 1532784.539
755 379811.555 1532731.450 756 379847.218 1532839.549
757 379900.378 1532877.134 758 379890.819 1532884.388
759 379836.189 1532848.942 760 379833.460 1532860.627
761 379881.261 1532891.642 762 379834.352 1532809.492
763 379822.979 1532658.178 764 379785.461 1532799.037
765 379779.817 1532796.754 766 379773.954 1532795.479
767 379824.343 1532852.336 ' 768 379830.730 1532872.311
,r 769 379767.630 1532924.279 770 379828.820 1532880.488
771 379860.444 1532887.112 772 379783.515 1532861.282
773 379793.878 1532728.057 774 379783.582 1532779.174
0 775 379750.228 1532919.681 776 379799.357 1532698.693
777 379807.840 1532649.421 778 379815.462 1532600.009
779 379827.005 1532510.762 780 379821.584 1532555.431
7tl1 379821.043 1532~10.086 782 379821.400 1532600.872
783 379801.918 1532648.455 784 379969.570 1532530.989
785 379673.233 1532577.551 766 379825.708 1532846.494
787 379768.767 1532845.514 788 379785.680 1532798.029 I
0 789 379756.867 1532894.073 790 379718.189 1533031.686 e 0
791 379762.682 1532695.552 792 379612.234 1533319.680
793 379723.923 1533033.453 794 379712.455 1533029.919
795 379700.986 1533026.385 796 379623.257 1533324.420
797 379601.211 1533314.940 798 379868.944 1531959.333
'/99 379844.965 1531958.357 800 379832.866 1532107.979
C-=' 0
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( PAGE 9
Ur~ PSJINTS
I COORDINATE TABLE "CRP738"
PREPARED BY: AUBREY PALMER 10/ 1/87
FROM-U1-io-;2000~---------------------------------------------------------------
POINT NORTHING EASTING POINT NORTHING EASTlNG
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
801 379777.339 1532835.194 802 379774.609 1532846.879
803 379765.648 1532832.489 804 379771.831 1532858.552
805 37977 4.560 1532846.867 806 379760.163 1532855.749
807 380018.286 1533032.501 808 380002.950 1533032.142
809 379987.613 i533031.783 810 379972.277 1533031.423
811 379920.030 1532932.804 812 379767.835 1532923.502
-'I- 813 379716.110 1533038.403 814 379721.839 1533040.184
~~\ 815 379733.297 1533043.746 816 379710.380 1533036.622
w> 817 379710.038 1533057.6y4 818 379694.444 1533105.196
::!;I-
<- 819 379678.024 1533152.419 . 820 379660.781 1533199.348
a:-'
u.< 821 379642.723 1533245.970 822 379623.854 1533292.268
<J)::l 823 379604.179 1533338.231 824 379715.373 1533059.394
_c
i=~ 825 379698.802 1533106.669 826 379681.413 1533153.631
ZI- 827 379663.214 1533200.266 828 379644.210 1533246.560 ,1
;: 0, 829 379624.407 1533292.500 830 379726.806 1533063.037
Z 1-: 831 379710.169 1533110.511 832 379692.712 1533157.671
ww'
::!; ::l\ 833 . 379674.440 1533204.503 834 379655.361 1533250.992 1
13~ 835 379635.479 1533297.125 836 379698.922 1533033.060
0- 837 379693.270 1533052.351 838 379678.719 1533099.882
o !::~
Ww 839 379663.335 1533147.168 840 379647.122 1533194.194
:cu 841 379630.085 1533240.947 842 379612.228 1533287.412
I- -,
!: b! 843 379902.328 1532909.478 844 379907.107 1532905.851
zi 845 379932.553 1532949.305 846 379927.773 1532952.932
.- I
W<J), 847 379959.755 1532985.149 848 379986.957 1533020.993
~ 5:1 849 380077.631 1533140.474 850 380001.295 1533010.112
5....:
Z .. 851 379991. 736 1533017.366 852 379972.619 1533031.874
853 379982.178 1533024.620 854 380087.189 1533133.220
855 380068.072 1533147.728 856 380048.987 1532864.588
J 857 379870.523 1533105.710 858 379889.807 1532892.979
859 379841.740 1532856.694 860 379871.967 1532873.286
861 379865.060 1532322.708 862 379859.712 1532474.045
863 379848.470 1532523.568 864 379887.354 1532401.418
865 379887.856 1532379.449 866 379686.674 1532422.407
867 379809.596 1532772.505 866 379762.972 1532921.815
.r 869 379763.317 1532966.809 870 379744.106 1533015.709
671 379816.824 1532851.047 872 379624.740 1532625.720
873 379807.696 1532898.672 874 379665.350 1532868.270
0 675 379846.514 1532895.656 876 379696.902 1532904.963
877 379860.110 1532919.225 876 360223.465 1533069.153
679 380059.465 1532946.569 860 379635.233 1533525.547
881 380299.521 1533257.971 882 379839.438 1532370.317
663 379809.422 1532369.631 884 379789.555 1532750.113
885 380074.625 1532868.632 ' 886 380745.662 1532750.294
687 380212.872 1532737.958 886 380344.630 1532741.012 I
0 869 380198.842 1533036.733 890 380330.798 1533039.826 0 0
691 380338.537 1532875.017 892 380206.581 1532671.925
693 3b0071 .312 1532932.457 894 380071.627 1532932.6!l8
B95 380070.492 1532956.642 896 380047.618 1532964.682
897 380069.343 1532981.323 89B 360185.391 1533036.418
899 380157.721 1533035.769 900 360129.294 1533035.103
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PAGE: 1
USED POINTS
IN COORDINATE TABLE "CRP738"
::"'", PREPARED BY: AUBREY PALMER 11/ 0/87
Z ,;
~~ --------------------------------------------------------------------------------
I-ro FROM 1/900 TO ;111000.
a: POINT iWRTBING EASTING POINT NORTHING EASTING
< ' --------------------------------------------------------------------------------
WU1 --------------------------------------------------------------------------------
-'0 900 380129.294 1533035.103 901 380140.911 1532'736.293
Uc 902 380134.621 1532870.238 903 380129.468 1532979.972
<J)w, 904 380110.913 1532735.598 905 380104.623 1532869.535
-'I- 906 380099.425 1532980.203 907 380252.506 1532917.945
<J)u.
-0 900 380102.680 1532910.909 909 380145.612 1533023.164
~~ 910 380132.645 1532912.316 911 380166.991 1533002.120
c2::J 912 380124.234 1533044.208 913 380115.593 1533034.782
u..< 914 380160.346 1533083.884 915 380198.849 1533036.589
<J) ::l,
-c 916 380198.976 1533036.736 917 380209.883 1533049.606
:C'.
I-~ 918 38025ll.929 1533109.952 919 380162.383 1533040.790
ZI- 920 380207.717 1533095.271 921 380252.438 1533162.320
;: o. 922 380249.686 1533220.168 923 380205.885 1533144.541
z"'}
ww3 924 380205.415 1533143.837 925 380072.715 1532909.502
::E ::l\ 926 380242.161 1533145.396 927 380170.259 1533036.063
g~ 928 380208.380 1533081.306 929 380253.208 1533146.131j
o !::~ 930 380251.645 153317l:1. ~Hl8 931 380231.352 1533145.141
Ww 932 380207.043 1533109.494 933 380161.781 1533053.515
i= ~, 934 380145.030 1533035.472 935 380046.403 1533033.160
~51 936 380065.711 1533058.603 937 380110.825 1533118.050
ooZI 938 380129.565 1533142.744 939 380155.922 1533177.JH4
W<J) 940 380201.003 1533236.87'7 941 380212.744 1533252.348
U :E.
i= '"' I 942 380302.588 1533370.735 9113 380252.910 1533145.649
~ .1 9ijll 380112.320 1532705.625 <)45 380242.161 1533145.396
" ~-l 946 380252.430 1533162.320 999 382694.503 15325'(7.040
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DESIGN TRAVERSE "FIREXTEND"
10/ 1/81
OAK BAY RD. - FLAGLER RD. INTERSECTION
EAST JEFFERSON CO. BY ALCOHOL PLANT
JOB Ii CRP138
PROJ. ENOR.: BOB NESBITT
PREPARED BY: AUBREY PALMER
PAGE 1
TO
FIREXTEND From 333 (380126.680,1532406.887) To 333 (380126.680,1532406.881)
DISTANCE
FEET
CRS
FRON
DIRECTION
NORTHING
-----------------------------.---------------------------------------------------
--------------------------------------------------------------------------------
EASTING
1 333 350 299.093
2 350 944 .298
-'I- 3 944 908 205.523
<J)u..
-0
~~, 4 908 909 CENTER =
~::;I DELTA 47 14 10.2
u..< CHORD BEARING = N 69 04 13.7 E
<J)::>
_c
:C' 5 909 881 CENTER
I- ~1
ZI- DELTA = 22 36 28.7
~~; CHORD BEARING = N 56 45 22.9 E
WW'
:E ::>! 6 881 333 868.509
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PERIM~T~R = 177~.580
CLOSUIlE EllllOR
AilEA =
55775.158 SQUARE FEET I
-------------------------.-------------------------------------------------------
S 87 18 18.3 E
S 1 19 32. 8 ~I
S 81 18 41.2 E
380112.619
380112.320
380102.680
901 ROTATION = CW 380145.612
RADIUS = 150.000 CHORD =
ARC = 123.664 TANGENT
38. 19'7 313'" II' 99. 2."
880 ROTATION CW 380299.521
RADIUS = 716.197 CHORD =
ARC. 282.600 TANGENT
fJ8" a> '?t>
S 78 31 13.1 III 380126.680
= .000
1.28011 ACRES
JE~~ERSON COUOTY UEPT. OF PUULJC WORKS
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1532705.632
1532705.625
1532910.909
1533023.164
120.191
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1533257.971
280.770
143.162
1532406.887
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PAGE 1
USED POINTS
HJ COOnlJINATt: TABLS "eRP"13!!"
PREPARED AUBREY 1!J/n/J3?
BY: PALMER 10/ 1,'G.+-
--------------------------------------------------------------------------------
FR011 1/1 1'0 li2000.
POINT lWHTHING EASTING POINT NORTHING EASTING
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
1 377932.093 1534954.466 2 3"185'(2.324 15344"18.630
3 3"16862.035 1532180.33"1 4 379724.291 1532301.719
5 3?9733. 137 1':>32093.119 6 379850.905 1532105.653 1
'( 379791.26"1 15335"11.546 8 378694.662 1534387.592
-'I- 9 376984.2"11 1532089.160 10 379846.897 1532205."158
<J)u..
-0 11 3"16984.373 1532089.29d 12 3"16980.628 1532188.009 j
w> 13 3"19842.d72 1532304.592 14 379680.155 1533146.438
=<1- I
;2 ::; I 15 380B 1. 90U 1532420."121 16 3"19430.789 1532390.986 I
u. <, 17 38071'(.322 1532719.628 18 3"19837.3"(0 1532400.276 l
<J) ::l.
_C 19 380126.350 1532406.882 20 380112.320 1532705.625 I
:c u~ 21 3t10894.514 1532541.801 22 380n6.907 1532\155.540
I- :1:'.
~~I 23 379'r94.685 1532807.113 24 3"1978"1.840 1532758.61"{ I
!z 1-: 25 3"19995.281 1533031.962 26 379852.384 15321100.621 I
~~! 2'7 3"19d5"( .858 1532305.202 28 3"19869.848 1532305.690
29 379920.509 1532336.1611 30 379919.001 1532402.143 j
13 :;\ 31 3"19919.321 1532388.148 32 379868.578 1532333.5lJ'( I
0- 33 379056.5911 1:'32332.91-13 34 379841.614 1532332.1o!J I
o !::~
Ww 35 379910.896 1532467.971 36 3"(9912.1-1011 1532401.992
:cu 37 3"19832.259 1532460.45!! 38 379912.084 1532J115.988 I
I- -,
~5' 39 3"19859.135 1532463.026 40 379852. 167 1532462.360 j
w~i 41 3798115.81'( 1532232.284 42 379849.886 1532132.37::
u-I 113 3'(9860.d03 1532232.894 411 379872."193 1532233.383 I
j:: ~l 45 3798611. W( 3 1532132.983 46 3e0125.695 1532420.866 I
0....',
Z .. 47 380085.524 1532444.957 48 380163.522 1532446.739
JI9 380086.415 1532405.969 50 380164.413 1532407.752 !
51 3801211. 56'( 153241jl..913 52 380124.479 15321j46.784 I
53 380110.495 1532446.128 54 3eo086.095 1532419.965
55 38013<3, 551 1532445.569 56 3801611.093 1532421."147
';)7 300146.~72 153242!J.458 58 380125.317 1532428.916
59 3130103.806 15321127. ')07 60 3"(9882.421 1532371.562 I
61 3'(~W(6.363 1!:>32iI29.098 62 379881.742 1532401.292
, 63 3796.,., .001 1532110 1 . 1 83 6/1 379877.809 1532365.835
..-~ --
r 65 ::I'(')8d 1.1 ':.13 15321125.293 66 379867.038 15321100.956
67 37'1tlG6.110 1532441.554 68 380676.508 1532419.455
G9 3b01l75.275 1532ij'(3.1137 70 380710.667 1532512.911
0 71 380'( 13.299 1532458.9"(8 72 380711.010 1532513.850
'( j 3I:1U'(1 u. 66'( 1532512.'111 71-1 380'(09.66"( 1532512.911
75 3!J0'( 10.20'( 1532513.753 76 380686.IPI8 1532433.684
T( 38U085. '(62 1532JI63.6'(5 '78 380715.725 1532465.137
'(9 380715.225 153211'75.3!l7 80 38070'(.'(20 15321143.236
81 ;lUO'71"( .ab 153211311.388 62 380'( 12.352 1532534.263
83 3lJO(l17 .25lJ 1532Ll32.103 84 380686.'(63 1532419.689 I
0 a~) 300'( 2'). '(0'( 15321/65.819 86 3!J0717.908 1532420.1101 0 0
Ci'( 380'(08.211'( 1532420.180 88 3B0730.755 15321PPI .360
tl9 31':.1912. '(311 153t-!3(j'(.5'('7 90 380125.385 1532427.1169
'11 3d01IH;.95:> 1:532110'7.353 92 38010/1.296 15321106.378
'n 3'(9'(!J'( .8110 1532758.61'( 9/1 3'(9839.933 1532362.375
95 :n 98 JiJ . 4 ~)5 1532'112.250 96 379813.8:;6 1532610.916
')'( J1Ybllll. 'JOG 1:.>3;?2~11. 036 9U 3798711. ddO 1532255.8!:)'(
'J9 3'(y8(''J.8'(1l 153236/1.201 100 379879.85'( 15323611.810
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PAGE 2
USED POINTS
IN COORDINATE 'fABLE ICRP'{38"
/.o/Z->/8"
PHEPAHED BY: AUBRI::Y PALHER -1-&1-4+87
--------------------------------------------------------------------------------
FRaN ill TO 112000.
POINT NORTHING EASTING POINT NORTHING EASTING
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
101 379876.329 1532415.381 102 37988ti.2Y8 1532416.164
103 379863.305 1532618.298 104 380685.516 1532673.882
105 380113.262 1532686.008 106 380154.9411 1532437.541
107 380094.946 1532436.170 108 380083.-{49 1532674.957
109 380145.142 1532646.582 110 3800'{5.466 1532659.470
111 380153.401 1532662.601 112 382514.678 1535089.198
113 383512.'{94 1529797.107 114 379861.965 1532149.536
115 379911.559 1532438.980 116 3?9911.719 1532431.983
117 379919.938 1532361.156 118 3'{991 Y. 687 1532372.153
119 379895.543 1532334.906 120 379891.548 1532334.705
121 379882.030 1532465.213 122 379895.772 1532234.319
123 379879.860 1532133.594 124 379892.827 1532306.626
125 3798'72.8115 1532305.812 126 3798'{9.1158 1532371.232
127 379885.064 1532431.373 128 379751.217 1533026.242
129 379931.380 1533030.464 130 379897.792 1532969.665
131 379768.555 1532966.636 132 379800.516 1532841.4811
133 380068.337 1533003.66d 134 379403.849 1532988.094
135 380023.218 1533002.610 136 379853.415 1532616.821
137 3797'(7.454 1532807.522 138 379806.742 1532814.010
139 379816.505 1532816.172 140 379812.898 1532303.371
141 3'f9720.084 1533025.512 142 379688.925 1533024. '(82
1113 3798'78.513 1532878.097 144 379938.962 1532957.751
111 :; 379999.411 1533037.404 146 380120.310 1533196.712
147 379798.042 1532705.896 148 379830.595 15327118.791
149 379910.375 1532853.917 150 3'79902.410 1532859.962
151 379962.859 1532939.616 152 379970.824 1532933.571
153 380152.171 1533172.532 154 379776.840 1532810.2&6
155 379907.101 1532981.930 156 379899.135 1532987.975
157 3'7Y959.5U5 1533067.629 158 3'f9951.619 1533073.674
159 3800"(2.517 1533232.981 160 380080.483 1533226.936
161 37~'{85.993 1532'{6'7.629 162 379795.681 1532718.580
163 3797'15.1150 1532816.':)01 164 379'{64.055 1532865.181
165 379751.d13 1532913.656 166 379'138.72,{ 1532961.909
16'( 379804.512 1532669.370 168 379812.483 1532620.013
16':1 37981<;1.591 15 325'{0. 5211 170 3'19825.835 1532520.919
171 379831.;! 11 1532/171.213 172 379835.720 1532421.420
1 '(J 379ti 39. 35ti 15323'(1.557 1711 3'(9842.126 1532321.637
1'75 37981,11.023 1532271.67'1 1'{6 3'197211.800 1533009.927
17'7 379'{ 1 i). 038 1533057.694 17U 379U12.161 1532320.238
179 379809.422 1532369.634 180 379805.821 1532418.976
1d 1 3'(9811 1.360 153246tl.24'( 182 379796.040 1532517.433
183 3'7Y78':1.862 . 1532566.519 184 379782.82tl 1532615.1189 I
105 3797'(11. gllQ 1532664.329 ld6 37':1"(66.202 1532'{13.024 0 0
HI'{ 3"(9'{51i.615 1532761.559 188 379'{46.182 1532809.919
ld9 37'J7 311. 90'{ 15 32tl5tl. 090 190 379722.793 1532906.05'1
191 379'{O9.8114 1532':J53.tl05 192 379696.063 1533001.320
1:;13 3B04')'{.tl63 15324411.46a 19'1 3H039'l . tlG/I 15324113.091
19:5 JUO 155. ;!69 1 53243'{ . 5/1 () 196 380095.2'11 1532436.1'(5
1':l7 j'{9852. b'{ll 15::12430.631 198 379792.6'(7 15321129.260
199 3'795r)0.O'19 1532/123.716 ,200 379852.591 1531804.365
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USZD POINTS
IN COORDINflTE l'ABL.t: "CjIP138"
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, _~/ .~JJ
eHEPAHED BY: AUdREY PALNER 47-
--------------------------------------------------------------------------------
FRON lil TO li2000.
POINT NOH'l'HING EASTING POINT NORTHING EASTING
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
201 319933.189 1532974.004 202 3'79490.084 1532422.345
203 380017 .452 1532951.iJ88 204 380475.652 1533684.149
205 3'79600.965 1533341.510 206 319641. 350 1533247.448
207 319619.606 1533146.242 208 319110.793 1533051.191
-'I- 209 319151.626 1532993.62'7 210 3'(9734.1'(3 1532912.601
Cfl u. \
-0 211 319756.020 1532943.314 212 319182.435 1532893.738
w>1 213 319111.129 1532iJ83.1d2 214 319111.805 1532831.-(14
::E I- '
c2 -, 215 319166.412 1532854.881 216 319813.142 1532868.891
u. ~I 21"( 3190111.441 1532865.5tllj 218 319843.1186 1532851.176
en :::::J-f 219 319842.189 1532839.144 220 319860.449 15328'78.568
_C
:c ~~ 221 319915.860 1532926.156 222 379852.903 1532835.1'74
I- ::0.
ZI- 223 379810.711 1532836.318 224 379881.369 1532821.838
;:0 225 379941.420 1532tl73.036 226 379959.201 1532859.212
zl- 221 3'(9905.7'75 1532tl21.1H:l6 228 379861.773 1532?81.831
!:E~! 229 319839.333 1532143.471 230 319807.120 1532741.794
:::lc.
g !!?) 231 319812.605 15327 Hl. 297 232 379799.1113 1532721.168
o !::~ 233 319'(9'7.356 1532690.046 234 379806.406 1532681.154
Ww' 235 379824.064 1532645.261 236 319804.653 1532641.210
:cu 237 319179.831 1532726.856 238 3'(9763.591 1532103.654
I- -,
~5' 239 3797811.0'(0 1532656.511 2'10 379719.596 1532644.541
z' 2111 379191.435 1532650.250 2112 3'(9818.092 1532606.978
w<J)1 243 3'(9832.2112 1532589.851 244 3'{9808.580 1532535.338
u-'
~~i 245 3'{ 9020.972 1532536.9d2 2116 379826.597 1532531.156
o . 247 3198118.055 1532541.823 248 379853.810 1532413.157
z
249 3'(91:l38.035 1532319.601 250 319844.292 1532269.128
251 319862.97'1 1532473.423 252 379808.745 1532465.214
253 319<315.112? 15321161.002 254 3'(9845.126 1532596.635
255 319849.026 1532637.2611 256 319842.924 1532636.273
257 379tl5'1.510 15326611.322 25U 319075.619 1532673.776
259 37\J96/1.976 1532680.050 260 380149.140 1532681.4119
2(j 1 3b0120.BOl 15326'l2.b55 262 380116.805 1532672.8115
263 380116.6'( 1 1532'103.690 264 3-{9986.734 1532698.640
r 265 3'(9871.029 1532690.3'(2 266 3'(9849.133 1532698.125
267 379837.569 1532?22.473 268 379888.618 1532661.499
269 3'(984d.3'(7 15316b2./137 ;no 379994.429 1531360.475
0 2'( 1 379927.1L1'I 15314WI.005 272 3-(9910.594 1531610.871
2'73 37')dU3.lll0 1531629.053 2'(11 319865.277 1531181.670
2'(5 3'(98311.8211 153194'{ .2611 276 379854.612 1532016.355
2?? 37'.H~I'8. 49',) 1532090.335 278 379846.892 1532202.3211
2'(') 3'(9822.6211 153220'{ .252 280 379829.953 153210'(.521
2B1 3'(YI,}'( 3.672 1532103.623 282 3'(9d30.136 1532073./129
2tl3 3'(9836. '(lid 1532061.878 284 3'(9911.747 1532d57.969 I
0 2ilS 3'(9894.;'; 11 1532060.110':1 2d6 3'{9887.304 1532889.680 0 0
28? 3'f9il~i'(. 2'(d 1532826.378 286 380168.720 1533259.356
2U') 3d0221.6211 b33290.,!15 290 380455.75'( 15336d2.102
;~9 1 3dO?') 1 . 00'1 1533'1111).1'(11 292 380351. 960 1533'162.302
,~S) 3 3dO 3211.ll0d 1533320.251 29'1 3B0365.?10 15:n422.293
29~ 3801120.2111 15335011.501 296 38050B.268 1 ~i33'107. 306
21)'( 300!J36.1,'O 1533'{05.117 298 j80609. 23 II 15338110.96'(
;~9Y 380'{oo.011l1 , 53:J952. '{53 300 3l:l0711. 972 1533931.368
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PAGE 4
USSD POINTS
IN COORDINATE: TABLE "CHP'l38"
rg-:7YfP
PREPAH~D BY: AUBREY PAL11EH 17'-&1'
~ 1 --------------------------------------------------------------------------------
FROl-l ill TO li2000.
POINT NOHTHING BASTING POINT NORTHING EASTING
-------------------------------------------..------------------------------------
--------------------------------------------------------------------------------
301 380793.87'7 1534048.826 302 380882.662 1534122.266
303 360002.04!J 1532902.752 304 380072.284 1532957.995
305 3ClO140.227 1533019.143 306 3Cl0201.814 1533090.199
30'( 380260.518 1533176.803 308 380306.376 1533267.631
-' 1-. 309 380359.629 1533262.9'(6 310 380338.183 1533270.892
<J)u..\
-0 311 380324.563 1533293.970 312 380313.982 1533269.487
~~, 313 380336.521 1533251.386 314 380326.4'J1 1533228.222
<-I 315 380293.362 1533222.256 316 380293.260 1533204.179
a:-'
u.< 31? 380270.763 1533178.680 318 379934.123 1532853.233
<J):::l
-c. 319 379852.066 1532196.076 320 380446.412 1532683.351
i=~ 321 30U386.414 1532681.963 322 379476.546 1532720.916
ZI- 323 380084.031 1532674.964 324 379838.810 1532130.683
;:0 325 37'.:1536.541 1532722.305 326 379539.259 1532662.355
Z 1-: 32'( 379479.265 1532660.967 328 380131.920 1532420.719
wW1
~ 1? 329 380429.300 1532413.803 330 379807.720 1532741.794
u u>) 331 379812.605 1532718.297 332 379799.413 1532721.768
0- 333 380126.680 15321106.8Cl7 334 379824.061 1532399.971
o!::"
Ww 335 379521.441 1532393.U56 336 379796.!161 1532997.296
:cu 337 3791194.365 1532990.216 338 379507.903 1532691.636
I- -,
~bl 339 379810.261 1532698.6311 340 379430.790 1532390.984
..Zj 341 379827.8'13 153296d.026 342 379767.8118 1532966.620
W<J) 343 379525.721 1532960.945 344 379465.727 1532959.539
u-'
i= ~i 34:. 380'161.910 15321121 .404 346 380068.294 1533003.667
o ' 3117 379403.849 1532988.095 348 380717.334 1532719.628
Z "
'I, 349 380414.976 1532'(12.630 350 380112.619 1532705.632
351 380144.028 1532676.353 352 3'(98111.6114 1532669.354
353 379838.874 1532729.302 354 3'(9781.61.18 1532667.965
355 3'(')778.878 1532727.913 356 379432.493 1533018.'773
35'( 3'(9402.8ll'( 1~3367S.851 358 380701.276 1533048.508
359 380669. 1'79 1533706.270 360 380288.344 1533038.831
361 3798/15.422 1533028.!150 362 380257.065 1533696.371
363 3'(9814.961 1533685.750 364 380719.314 1533294.346
.r. 36~ 3!i0'(05.890 1533569.ljl13 366 37Y3'.:11.450 1533262.913
367 3?Y379.051 1533537. '(24 368 380690. Tn 1533263.6611
36':! 38068'( . oS2 1533323.60!i 370 3006'(7.354 1533538.'(54
0 371 3006'(/1.429 153359!i.698 372 380318.3113 1533039.534
3n 38030&.112 1:'33254.606 374 380305.260 1533314.551
3'(5 380295.030 1533529.615 3'(6 380292.178 1533589.560
3'77 30028'(.063 1533697.091 3'(8 380258.346 1533038.128
379 3802118.116 1533253.185 380 3802115.2611 1533313.131
381 31>0235.0311 1533528.1lJO 382 380232.182 1533588.125
383 380227.06'( 1533695.650 3811 379875.420 1533029.153 I
0 3d5 3?9Llb5.458 15332/111.12'( 386 379862.6'(Y 1533304.07/1 0 0
38? 379852. '( 1"( 1533,19.041 388 379849.939 1533578.98'(
309 3'(98411.9,!i 1533686.1171 390 3'(9815.1125 1533027. '/47
391 379805.IH13 15332112.707 392 379802.685 1533302.6511
393 3'(')'('-)2.'(23 1533517.606 394 3'(9789.945 15335'77 .?53
3,,5 3'(':J?dll.9611 1533611S.030 396 3'(\1422.798 1533233.648
397 3,(9/I?O.0911 15332'-):1.59'( 3y8 37Y!1 10.399 1533508.466
399 3'( 91lQ'( . 69'1 , 533568 . /115 /lQO 380621./115 1533'(05.123
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IN COOHDINfL'1'C; TAI3LS "CHP73S"
PREPARED BY: AUdREY PALMO:R
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PAGE 5
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2ROM #1 TO #2000.
POINT NORTHING
EASTING
POINT
NORTHING
EASTING
--------------------------------------------------------------------------------
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401
403
405
407
1109
411
li13
'415
1117
419
421
423
425
427
429
431
433
435
437
1139
114 i
!j43
4115
4117
411 :J
1151
4;'3
455
IIS7
1159
1161
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465
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1195
1197
1199
(~..__..-
-
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380573.650
380478.121
360302.592
380179.304
380083.7'76
379Y8b.249
379b92.722
379689.435
379593.906
379498.376
380653.409
300557.676
380461.y43
380366.209
3S0162.614
380066.883
3799'( 1. 152
379767.558
379671.826
379576.093
3'(94dO.360
380595.111
3801199. !145
3d0403.T(U
380200.283
38010/1.619
3d0008.95/1
379600.836
3'7':l913.2~0
379'(09.797
379614.131
:)'(9510./165
380640.U28
380::;44.380
3dOIII;!L '(32
380353.004
3801!19.618
380053.9'12
3'(995U.326
379'(511. 861
3'(96:';9.213
379563.565
3 '( 91167 . <) 1 B
3805U 1.7'(3
3ilOlltlo.192
3803\10.611
3UO 1 d'(. 21111
31.!tlU91 .66?
3'l0')~iQ. oilo
3'(9900.50'(
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1533703.976
1533701.681
1533699.386
1533694.503
1533692.208
15336tS9.913
1533657.618
1533682.735
1533680.1140
1533678.145
1533047.307
1533045.143
1533042.899
1533040.656
1533035.884
1533033.6110
1533031.39'(
1533026.625
1533024.3U2
1533022.138
1533019.894
1533261.400
1533259.135
1533256.870
1533252.053
1533249. '(89
1533247.524
1533402.516
1533211 ~. 2:;9
1533240.442
1533238.170
1533235.913
153:3 322. Ij '( 6
1533320.211
1533311.947
1<;33315.683
153331 0 . U 6 '(
1533308.602
1533306.33S
1533301.522
153329').258
1533296.993
1533;!94. '729
1533536./170
1:>33534.185
1533531.900
1~d3;;n.o3,l
153352/1.'(':>3
15:n~j22.4uil
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402 380525.886
404 380430.357
406 380334.827
408 380131.540
410 380036.013
412 379940.485
414 379137.200
416 379641.670
418 379546.141
420 379450.612
422 380605.543
424 380509.U09
426 380414.076
428 380210.480
430 380114.749
432 380019.017
434 379923.286
436 379719.692
438 379623.959
440 379528.226
442 380642.944
444 380547.278
446 380451.611
448 380355.945
450 380152.451
452 380056.787
454 379819.140
456 379961.122
458 37975'(.630
460 379661.964
462 379566.298
464 379470.632
466 380592.204
468 380496.556
4'(0 380400.908
472 380197.441
474 380101.795
476 380006.149
478 379910.502
480 379707.037
482 379611.389
484 379515.741
486 3S0629.563
488 380533.<)82
490 380438.401
492 380342.820
i19'1 380139.JI55
4g6 360043.876
4~B 379948.296
500 3797Q4.Y33
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1533702.828
1533700.533
1533698.239
1533693.355
1533691.060
1533688.76li
1533683.802
1533681.588
1533679.293
1533676.991"3
1533046.265
1533044.021
1533041.'7'77
153303'7.006
1533034. '(62
1533032.519
1533030.275
1533025.503
1533023.260
1533021.016
1533262.53.2
1533260.26'7
1533258.003
1533255.738
1533250.921
1533248.656
1332686.971
1533246.392
1533241.5'(5
1533239.310
1533237.045
1533234.781
1533321.344
1533319.079
1533316.S15
1533311.999
1533309.'135
1533307.1170
1533305.206
1533300.390
1533298.126
1533295.861
153353'(.612
1533535.327
15 3 :~ 5 3 3 . 04 2
1533530 .75 '(
153352~j.895
1533523.610
1533521.326
1533516./1611
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PAGE 6
10/2"/8'
10/ II(\"7
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
BASTING
'j0 1
503
505
507
509
511
513
515
517
519
521
523
525
527
52Y
531
533
535
537
539
5Lll
543
545
51~'{
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551
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55?
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565
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585
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379697.142
379601.561
379505.980
380626.647
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380136.622
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379945.500
3?Y742.164
379646.601
379551.038
379455.476
380682.603
380300.145
3802110.14Y
379857.698
3'(Y797.704
379415.246
380600.327
3805011.627
3801108.92'(
380205.382
380109.684
380013.986
37Y918.2ua
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3806311. '(96
380539.181
380443.567
380311'(. Y52
38011111.536
38004iJ.924
3799!.i3.311
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37 ':1463.0511
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1533590."(02
1533585.841
1533583.556
1533581.272
1533576.411
1533574.126
1533571. 842
1533569.55'7
15331j31.181
1533422.083
15331120.656
1533411. 557
1533410.130
1533401.032
1533153.832
1533151.5'(8
15331119.324
1533144.529
1533142.275
1533140.021
1533137.76'!
1533132.973
1533130.719
1533128.1165
1533430.044
1533427.769
15331125.495
1533/j23.220
1533418.3Cll
1533416.106
15331113.832
1533408.993
15331106.7HJ
15331W4. JI44
1533402.16')
15325110.262
1532!J38.81'!
1532562.52'7
1532555.570
153251113. 613
1~32541.656
15328li'(.26'(
153;~8/10. 228
15321111'(.234
502
504
506
508
510
512
514
516
518
520
522
524
526
528
530
532
5311
536
538
540
542
544
546
5118
550
552
554
556
55B
560
562
564
566
568
570
572
574
576
5'78
580
582
584
586
588
590
592
5911
596
598
600
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3'(9649.352
3'79553.771
379458.190
380578.366
380483.303
3803!J7 . 741
380184.1102
380088.841
379993.280
379897.720
379694.382
379598.820
3'(9503.257
380696.02'7
380313.227
380253.231
379870.439
379810.444
379427.646
380648. 177
380552.477
380456.777
380361.0'17
380157.533
380061.835
379966.137
379762.594
379666.895
379571.195
379475.496
3e0586.98S
3801191 .374
380395.759
380192.343
380096. '(30
380001.117
379905.505
379702.090
3'(9606.475
379510.861
3806911.627
3800'(5.308
3801152.138
380149.648
3'(9U47.159
379541j.669
379U33.358
379531 . 131
380639.809
3'77991.771
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1533514.179
1533511.894
1533509.609
1533596.1113
1533594.129
1533591.8411
1533586.983
1533584.699
1533582.414
1533580.130
1533575.269
1533572.98ll
1533570.700
1533156.086
153314"( .070
1533145.657
1533136.640
1533135.227
1533126.210
1533154.959
1533152. '(05
1533150.451
1533148.197
15331113.402
1533141.148
1533138.894
1533134.100
1533131.3116
1533129.592
1533127.338
15331128.907
1533426.632
1533424.357
1533419.51/3
1533417.2::4
1533414.969
153341'-:.695
1533407.856
1533405.5iJ1
1533403.306
1532569.483
153285/1.29')
1532563.906
1532556.950
1532549. ')93
15325113.036
1!.i:i28118.664
1'5328111.625
1?3(~41Io. 620
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USED POINTS
IN COORDINATE TABLE "CRP73d"
/t)/2?;:~>
-W..,l-+f&'i'
PREPARED BY: AUBREY PALMER
--------------------------..-----------------------------------------------------
FRO:'! If 1 TO ff2000.
POINT NORTHING EASTING POINT NORTHING EASTING
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
601 380635.360 1535022.244 602 378212.168 1529657.074
603 378100.912 1532330.586 604 380895.682 1529'{43.777
605 380763.373 1532391.432 606 380699.178 1533706.991
607 379974.463 1535005.669 608 379313.566 1534989.094
60~ 3786:;2.669 15349cr2.:;18 610 378019.057 1534299.604
611 3780110.342 1533643.265 612 378073.627 1532986.925
613 378766.527 1532345.79'( 614 3'(9432.142 1532361.009
b15 380097.758 1532376.220 616 380731.276 1533049.211
6n 380667.269 1534364.617 618 379372.851 15336'(5.130
619 380036. 105 1533691.063 620 378709.596 1533659.197
621 3CiOO05.284 1534341.1. 366 622 379343.208 1:;34332.112
623 378681.132 1534315.858 624 380066.931 1533033.641
625 3'(9402.496 15330HJ.069 626 378738.062 1533002.497
627 379417.319 1532689.539 628 380747 .32J~ 1532720.322
629 3d0082.344 1532'(04.931 630 380700.45'1 1532J150.006
631 3'(9429.437 1532420.959 632 380688.797 1532688.961
633 379418.672 1532659.565 634 3tlO080.914 1532734.904
635 379415.96'( 1532719.514 636 380069.701 1532973.694
637 3'(9405.201 1532958.120 638 380731.2'(6 1533049.212
639 379JI02.119'( 1533018.070 640 380747.324 1532720.322
641 37941'{.319 1532689.539 642 38009'( .758 15323'(6.221
6113 380066.886 1533033.641 6114 380082.322 15327011.931
6115 380:;18.512 1532445.848 646 3806311.005 1532568.089
6lj'( 380573.382 1532566.695 6118 380512.760 1532565.301
6LI9 380628.201 153268'(.559 650 38056'( .605 1532686.156
651 380507.008 1532684. '1511 652 380337.215 1532441.705
653 380nG.56b 15324L10.319 654 380215.917 1532438.933
655 380331.516 1532561.132 656 380270.894 1532559.'(38
657 3d0210.2'71 1532550.3114 658 380325.!.l17 1532680.560
659 380265.221 1532679.158 660 380204.624 1532677 . 755
661 380034.621 1532434.'(89 662 3'(9973.972 1532433.403
0" J 663 3'(9913.323 1532432.017 664 380029.028 1532554.175
,r 665 3'(9':1613.40:5 1532552.7/)1 666 3'(990'( .782 1532551.38"(
66'1 380023.434 1532673.562 668 3'79962.!.l37 1532672.159
669 379902.240 15:32670.75'( 670 380020.404 1532733.503
0 671 379959.8911 1532'{32.103 672 379899.384 1532'( 30.702
673 31.i0014.ti20 1 !:>:;l,!852. Ci90 674 3'(9954.333 15321351.481
6'(5 3'(9893. uJ~6 1532850.0'(3 676 380009.237 1532972.277
677 3'1':1')110.7'(2 15329'(0.!.l(iO 678 3798813.308 1532969.4113
(,'(9 3'(<)'(32.02e 1532427.8711 680 3'(9671.378 15321126.488
ho1 3'(9610. '(29 1532)125.102 6d2 3'(9726.539 1532547.219
683 379665.916 15325115.82'1 6811 379605.293 153251111.430 I
0 6i.h 3'(9(21.051 1532666.563 686 379660.1153 1532665.160 e 0
687 379599.U56 1532663. '758 688 379718.294 1532726.511
6d9 3'(<)65'(. "(09 1532725.109 690 379597.125 1532723.707
691 379'(12.805 1532!.l115.856 692 379652.247 1532844.4116
6')3 J'(95,) 1 . bU9 15328113.035 6911 379'(07.316 1532965.201
695 3'( ') 6116. "(!.l JI 1532963.7!.l2 696 379506.253 1532962.364 I
6')'( 3'(9921.818 1:;:;12336.192 69(\ 3798JI1.1'(4 1532340.6'(3
699 3'(9<)2(). 3 11 15321102.171 700 379920.562 1532391.175
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PAGE 8
N~/"'0')
10/ 1/dt
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FiWI'l ill TO 112000.
POINT NORTHING
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--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
'{a 1
703
'705
707
709
711
713
715
717
719
721
723
725
727
729
731
733
735
737
739
741
7113
745
7 W{
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379843.515
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379832.955
379845.153
3798119.019
3791348.867
379844.855
379856.845
3798/11.192
37':Hj39.1513
379994.5'75
3'79b6d.d34
3'79819.826
3'79b 13.8'19
379881.863
379095.513
37981j3.515
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379905.692
379735.389
3'797'70.13d
37ge14.352
37':1063.955
379811.555
3'f'J90u.3'(8
379836.189
3'(9881.261
379022.979
3'{9779.eI7
3?98211.3143
3'(976"( .030
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3'(9'(50.228
3791307. dijQ
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3'{96'f3.233
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3?9762.682
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379dll1l.965
15323'12.05b
1532455.945
1532571.168
153228!1. 784
1532413.136
1532453.077
1532248.587
1532153.672
1532304.tl3b
1532108.468
15:32108.956
1532198.388
15322118.343
1532117.471
1532109.4/14
1532568.776
1532567.97d
1532456.304
"1532401.6011
1532288.784
1532452.3111j
1532948.446
1532943.004
1533036.987
1!:>32839.6'73
1532942.420
1:i327d'{.161
1532731./150
1532877.134
153281H3.9112
1532891.6112
153285e.l'(8
1532796.75JI
1532852.336
15329211.279
153288?112
1532728.057
1532919.681
1 5 3 2 6119 . 42 1
1532510.762
1532:.10.0tl6
15326/ltl.455
15325'f7.551
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702
704
706
708
710
712
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716
718
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722
724
726
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'730
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73/1
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738
740
'(42
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7118
750
752
754
756
758
760
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379850.877
379840.746
379847.187
379850.850
379846.737
379836.877
379853.182
379834.756
379703.462
37ge56.954
379824.8d7
379825.773
379801.9tl7
379896.655
379627.099
379841.982
379833.074
379869.097
3797130.198
379866.423
37983/1.824
379886.01W
379809.021
, 379847.218
379890.ti19
379833.1160
379834.352
379785.461
3797'73.954
379830.'730
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379783.515
379'783.582
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379815.462
379821.584
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379825.'108
379785.680
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379832.866
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1532289.51'f
1532!168.119
1532341.632
1532402.140
153245/1.742
1532348.46/1
153219b.632
1532108.712
1532348.820
1532304.347
1532198.676
1532348.147
1532189.873
1531958.845
1532303.859
1532569.573
1532566.383
1532351.620
1532!151.239
1532418./133
1532451.792
1532908.695
1532927.599
1532862.166
1532854.7811
1532888.015
1532784.539
1532839.549
1532d04.388
1532860.627
1532809.492
1532799.037
1532'(95. '179
1532872.311
1532800.1188
1532861.282
15327'79.1'( 4
1532698.693
1532600.009
1532555.431
15;J2600.8'(2
1532530.989
1532846.494
1532'798.029
1533031.686
1533319.680
1533029.919
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PREPARED BY: AUBREY PALMER
FROM #1 TO #2000.
POINT NOHTHING
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PAGE 9
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379717 . 33~
379765.648
379714.560
380018.286
379987.613
379920.030
379716.110
3'(9733.29'(
379710.038
379678.024
379642.723
379604.179
379698.802
379663.214
3'(')6211.1107
379710.169
3796'{11.440
3'(9635.li79
37')693.2'(0
379663.335
3?9630.085
379902.328
379932.553
3't9959.755
3800Tf . 631
379991.736
3'19982.170
380068.072
379870.523
3798111. ?40
3'(')865.0GO
3798118.1170
3?\iUCJ7.::l56
379809.596
379'{63.31'1
3'79d18.8211
37':Jd07.6':J8
3798116.5111
3'f\Jd80.110
380059. 1165
380299.5,21
3'( \J809. 1122
3800'f4.625
380212. U'(2
3/j0 1 9U. U1i2
3/i033il. 537
3UOO'( 1.312
3/i00'!0 .1192
3800b9.3!13
311015?721
--......11
1532835.1911
1532832.489
1532846.867
1533032.501
1533031.783
1532932.804
1533038.403
1533043.746
153305'(.6':14
1533152.419
1533245. no
1533338.231
1533106.669
1533200.266
153329<:.500
1533110.511
15332011.503
1533297.125
1533052.351
1533147.168
1533240.9117
1532909.478
15329'49.30~
1532985.149
15331110 .1171.1
1533017.366
1533024.620
153314't.720
1533105.'(10
1532856.6914
1532322.'(00
1532523.568
1532379.1111')
1532'772.505
1532:168.509
1532851.047
1::>328';18.6'(2
1532895.656
1532919.220
15329148.569
153325'7. ':)'( 1
153236':i.631
153;?136U.832
1532't37.958
1533036.733
1532875.017
1532:132.115'f
1532')56.8112
15329131.]23
1533035.769
[
,.:1 _-
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802
804
806
808
810
812
814
816
818
820
822
824
826
828
830
832
834
836
838
840
842
844
846
848
850
852
854
856
858
860
862
864
866
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892
894
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3797'(4.609
379'771.831
379760.163
380002.950
379972.277
37976'(.835
379721. 839
379710.380
379694.1144
379660.781
379623.854
379715.373
379681.413
379644.210
379'( 26.806
379692.712
379655.361
379698.922
37967/3.719
379647.122
379612.228
37990'(.10'(
379927.773
379986.957
380001.295
379972.619
380087.189
380048.987
3,(9889.e07
379871.967
379859.'(12
379887.35'1
379886.ll'(4
379'(82.972
379744.106
379824.740
3'(9865.350
379898.902
380223.465
379635.233
379!J39.43tl
379789.555
300745.!J62
380344.B30
380330.'(98
3!J0206.581
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380047.618
3!J0185.391
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1532858.552
1532855.749
1533032.142
1533031.423
1532923.502
1533040.184
1533036.622
1533105.196
1533199.348
1533292.268
1533059.394
1:;33153.631
1533246.560
1533063.037
1533157.671
1533250.992
1533033.060
1533099.8d2
1533194.194
153328'( .412
1532905.851
1532952.932
1533020.993
1533010.112
1533031. !J'(4
1533133.220
1532864.588
15321392.9'(9
1532873.286
15324'(lj .0115
1532401.1118
1532422.407
1532921.815
1533015.709
1532825.720
1532868.2'70
15329011.963
1533069.153
1533525.547
1532370.317
1532'750.113
1532750.294
1532741.012
1533039.826
15328'(1.925
1532932.688
15329611.682
1533036.1118
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PAGE 10
USED POINTS .
IN COORDINATE TABLE "CRP738"
/o/?7h;;;>
10/ 1/g1
PREPARED BY: AUBREY PALMER
--------------------------------------------------------------------------------
FROH lil TO 1/2000.
POINT NORTHING EASTING POINT NORTHING EASTING
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
901 380140.911 1532736.293 902 380134.621 1532870.238
903 380129.468 1532979.972 904 380110.913 1532735.598
905 380104.623 1532869.535 906 380099.426 1532980.203
907 380252.506 1532917.945 908 380102.680 1532910.909
909 380145.612 1533023.164 910 380132.645 1532912.316
911 380166.991 1533002.120 912 380124.234 1533044.208
913 380115.593 1533034.782 914 380160.346 1533083.884
915 380198.849 1533036.589 916 380198.976 1533036.736
917 380209.883 1533049.606 918 380254.929 1533109.952
919 380162.383 1533040.790 920 380207.717 1533095.271
921 380252.438 1533162.320 922 380249.686 1533220.168
923 380205.885 1533144.541 924 380205.415 1533143.837
925 380072.715 1532909.502 926 380242.161 1533145.396
927 380170.259 1533036.063 928 380208.380 1533081.306
929 380253.208 1533146.13'j 930 380251.6115 1533178.988
931 380231.352 1533145.141 932 380207.043 1533109.494
933 3d0161.781 1533053.515 934 380145.030 1533035.1172
935 3800116.403 1533033.160 936 380065. '( 11 1533058.603
937 380110.825 1533118.050 938 380129.565 1533142.744
939 380155.922 1533177.1174 940 380201.003 1533236.877
941 380212.744 1533252.348 942 380302.588 1533370.735
943 380252.910 1533145.649 941j 380112.320 1532705.625
999 3826911.503 1532577.040
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DESIGN TRAVERSE "POOP"
d/24/87
OAK BAY RD. - FLAGLER RD. INTERSECTION
EAST JEFFERSON CO. BY ALCOHOL PLANT
JOB iI CRP738
PROJ. ENGR.: BOB NESBITT
PREPARED BY: AUBREY PALMER
POOP From 13 (379842.872,1532304.592) To ~3 (379842.872,1532304.592)
DISTANCE
FEET
CRS
FROM
TO
DIRECTION
NORTHING
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
EASTING
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DELTA
CHORD BEARING = S
ROTATION
RADIUS :.
ARC =
CW 379787.840
2864.789 CHORD
457.863 TANGENT
CENTER =
9 09 26. 1
83 05 20.2 E
457.376
12
N
83 05 20.2 W
3'f9842.872
24
2
13
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PERIMETER = 915.1H3
CLOSURE ERROR = .000
AHr;A =
2788.542 3QUARE ~EET ,
0.0640 AcnES
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
Courthouso, Port Townsend, Wu. 98360
206 3!J5-3505
PAGE 1
1532753.617
457.376
229.420
1532304.592
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1. FROM POINT
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4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
POINT
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4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
SEm-IENT POINT
1 583
NORTHING
379424.054
DIVIDE LINE OR ARC
1. FROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
SEGMENT POINT
1 584
NORTHING
380075.308
DIVIDE LINE OR ARC
1. FROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
SEGI-1ENT POINT
1 585
NORTHING
3791110.584
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633 LENGTH OF LINE IS
2
119.424
583
EASTING
1532540.262
634
636 LENGTH OF LINE IS
2
119.527
584
BASTING
1532854.299
635
637 LENGTH OF LINE IS
2
119.425
585
EASTING
1532838.817
238.848
239.053
238.849
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DIVIDe; LINE OR ARC C ()
1 . FROt1 POINT 193
2. TO POINT 320 LENGTH OF LINE IS 239.164
3. CENTER POINT
4. DIHECTION OF ROTATION
5. NUMBER OF DIVISIONS 2
Z b. LEtWTH OF EACH DIVISION 119.582
< .'
J:~ 7. USE NEXT AVAILABLE POINT(S) 586
I-w STARTING AT POINT
a:
<
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-'0
uo 1 586 380452.138 1532563.906
rn W'l
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!!1f 5. NUMBER OF DIVISIONS 2
:c ,. 6. LENGTH OF EACH DIVISION 119.5r{3
I-~
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;: 0, STARTING AT POINT
z I-j
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g~ 1 587 380392.139 1532562.527
o !::~ DIVIDE LINE OR ARC
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_0,
w~1 3. CENTER POINT
u-' 4. DIRECTION OF ROTATION
f= ~I, 5. NUHBER OF DIVISIONS 2
~ '1 6. LENGTH OF EACH DIVISION 119.535
\l 7. USE NEXT AVAILABLE POINT(S) 588
STARTING AT POINT
SEGl1ENT POINT NORTHING EASTING
1 SEW 380149.648 1532556.950
DIVIDE LINE OH ARC
1 . FROM POINT 196
,r' 2. TO POINT 323 l.ENGTH OF LINE IS 239.053
3. CENT811 POINT
Ll . DIHJ::CTION Or' nOTATION
, 0 5. NUMBER OF DIVISIONS 2
6. LENGTH OF EACH DIVISION 119.527
7. US8 NEXT flVAILABljE POINT(S) 589
S'l'AllTING AT POINT
SEGI1ENT POINT NORTHING EASTING
1 589 380089.651 1532555.570 I
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DIVIDE LINE OR ARC
1. FROM POINT 197
2. TO POINT 352 LENGTH OF LINE IS 238.978
3. CENTER POINT
4. DIRECTION OF ROTATION
-,,'- 5. NUMBER OF DIVISIONS 2
6. LENGTH OF EACH DIVISION 119.489
7. USE NEXT AVAILABLE POINT(S) 590
STARTING AT POINT
SEGMENT POINT NORTHING EASTING
1 590 379847.159 1532549.993
-'I- DIVIDE LINE OR ARC
cnu.
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~~[ 2. TO POINT 354 LENGTH OF LINE IS 238.960
;2 ::; I 3. CENTER POINT
u.-t 4. DIRECTIUN OF ROTATION
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i= ~\ 6. LENGTH or' EACH DIVISION 119.480
~ 1-1 7. USE NEXT AVAILABLE POINT(S) 591
I- 0, STARTING AT POINT
i:5~i
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::l c.'
g~ 1 591 379787.163 1532548.613
o !::. DIVIDE LINE OR ARC
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-::~I 3. CENTEIl POINT
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u-
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5k,
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"; 7. USE NEXT AVAILABLE POINT(S) 592
STARTING AT POINT
- Sc:Gt1ENT POINT NORTHING EASTING
1 592 379544.669 1532543.036
DIVIDE LINE on AHC
J 1. FROM POINT 202
,r' 2. TO POINT 327 LENGTH OF LINE IS 238.8b7
3. CENTER POINT
4. DIReCTION Of RUTATlON
: 0 5. NUMBER OF DIVISIONS 2
6. LENGTH O~' EACH DIVISION 119.1134
7. USE NEXT AVAILABLE POINT(S) 593
STARTIt-OG AT POINT
SEGMENT POINT NORTHING BASTING
1 593 37<)1184.674 1532541.656 I
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4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
SEGt1SNT POINT
1 594
NORTHING
379833.358
DIVIDE LINE OR ARC
1. FROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
SEGMENT POINT
1 595
DIVIDE LINE OR ARC
1. FROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
NORTHING
379773.363
SEGMENT POINT
1 596
NORTHING
379531.131
DIVIDE LINE OR ARC
1. FROM POINT
2. '1'0 POINT
3. CENTEH POINT
4. DIRECTION or ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
Sl.;GMENT POI NT
1 597
NOHTHING
379471.137
-
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353
341 LENGTH OF LIN~ IS
2
119.489
594
EASTING
1532848.664
355
342 LENGTH OF LINE IS
2
119.480
595
EASTING
1532847.267
325
343 LENGTH OF LINE IS
2
119.4113
596
EASTING
1532841.625
322
344 LENGTH OF LINE IS
2
119.434
597
EAS'1'lNG
1532840.227
~
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-1Il1lD_'~
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238.978
23i:l. 961
238.886
231:l.868
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32 X 10
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-,
-
-
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DIVIDE LINE OR ARC
1. FROM POINT 630
2. TO POINT 193 LENGTH OF LINE IS 242.658
3. CENTER POINT
4. DIRECTION O~' ROTATION
<. 5. NUMBER OF DIVISIONS 4
Z 6. LENGTH OF EACH DIVISION 60.664
~~l 7. USE NEXT AVAILABLE POINT(S) 598
I-~
a:- STARTING AT POINT
<
Wu SEmiENT POINT NORTHING EASTING
-'0
uo 1 598 380639.809 1532448.620
tJ)Wf 2 599 380579.160 1532447.234
-'I- 3 645 380518.512 1532445.848
<J)u.
-0'
W DIVIDE LINE Oil ARC
::E~I
;2::; 1. FROM POINT 582
u..<l 2. TO POINT 586 LENGTH OF LINE IS 242.554
<J) ;:).
~ ~~ 3. CENTER POINT
I- x<. 4. DIRECTION OF ROTATION
ZI- 5. NUMBER OF DIVISIONS 4
;: 0, 6. LENGTH OF EACH DIVISION 60.638
Z 1-'
wwl 7. USE NEXT AVAILABLE POINT(S) 646
::E ;:)1 STARTING AT POINT
;:)~
U(h,
0- SEGMENT POINT NORTHING EASTING
o !::~ 1 646 380634.005 1532568.089
Ww
:cu 2 647 380573.382 1532566.695
~ i5i 3 648 380512.760 1532565.301
w~1 DIVIDE LINE OR ARC
u-,
i= ~I 1. FROM POINT 632
~ '! 2. TO POINT 320 LENGTH OF LINE IS 242.450
Ii 3. CI::NTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS 4
o. LENGTH OF' EACH DIVISION 60.612
7. USE NEXT AVAILABLE POINT(S) 649
STARTING AT POINT
__' .J SEGl-IENT POINT N'ORTIIING EASTING
.r 1 649 380628.201 1532687.559
2 650 380567.605 1532686.156
3 651 380507.008 15326811.7511
0
DIVID!!: LINI:: Oil AIlC
1. FROM POINT 194
2. TO POINT 195 LENGTH OF LINE IS 2112.659
3. CE:NTEH POINT
4. DIhECTION OF 1l0TAl'ION
5. NUl1BI::R Of DIVISIONS 4
0 6. LENG'l'H O~' EACH DIVISION 60.665
7. USE: NEXT AVAILABLE POINT(S) 652
STA HTING A1' POINT
SEGMENT POINT NOnTHING EASTING
1 652 380337.215 1532441. 705
2 653 380276.566 15324110.319
3 6511 380215.917 1532438.932
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DIVIDE LINE OR ARC
1. FRO/1 POINT 587
2. TO POINT 58d LENGTH OF LINE IS 242.555
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS 4
6. LENGTH OF EACH DIVISION 60.639
7. USE NEXT AVAILABLE POINT(S) 655
STARTING AT POINT
SEGMENT POINT NORTHING EASTING
1 655 380331.516 1532561.132
2 656 38027().oS/4 1532559.738
3 657 380210.2'71 1532558.344
DIVIDE LINE OR AIlC
1. FROH POINT 321
2. TO POINT 351 LENGTH OF LINE IS 242.451
3. CENTER POINT
4. DI RECnON OF ROTA'l'ION
5. NUMBER Of DIVISIONS 4
6. LENGTH OF EACH DIVISION 60.613
7. USE NEXT AVAILABLE POINT(S) 658
STARTING AT POINT
SEGMENT POINT NORTHING EASTING
1 658 380325.81 "( 1532680.560
2 659 380265.221 1532679.15!:S
3 660 380204.624 1532677.755
DIVIDE LINE OR ARC
1. FHOM POINT 196
"1 2. TO POINT 197 LENGTH OF LINE IS 242.660
3. CENTEIl POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS 4
6. LENGTH Or EACH DIVISION 60.665
7. USE NEXT AVAILABLE POINT(S) 661
STAHTING AT POINT
,r
SEm1ENT POINT NORTHING EAS'l'ING
1 661 380034.621 1532434.789
0 2 662 379973.972 1532433.403
3 663 379913.323 1532432.017
DIVIDE LINE Of! AHC
1. [<,ROM POINT 589
2. TO POINT 590 LENGTH OF LINB IS 242.556
3. CENTBH POINT I
0 4. DIRECTION 0[0' HOTATION 0 0
5. NUMBEH OF DIVISIONS 4
6. LENGTH OF EACH DIVISION 60.639
7. USE: NEXT AVAILABL8 POINT(S) 664
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c
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664
665
666
NORTHING
380029.028
3'(9968.405
379907.782
DIVIDE LINE OR ARC
1. FROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
LENGTH OF EACH DIVISION
USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
!~
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1
2
3
POINT
667
668
669
NORTHING
380023.434
379962.837
379902.240
DIVIDE LINE OR ARC
1. FROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
SEGMEl~T
1
2
3
POINT
670
6'71
672
NORTHING
380020.404
379959.894
379899.384
DIVIDE LINE OR ARC
1. FROt1 POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
J
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1
2
3
o
POINT
673
6'( 4
6'75
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380014.820
3'(9954.333
3'79B93.8116
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1532554.175
1532552.'181
1532551. 387
323
352 LENGTH OF LINE IS
242.452
4
60.613
667
EASTING
1532613.562
1532672.159
1532670.757
634
353 LENGTH OF LINE IS
242.105
4
60.526
670
EASTING
1532733.503
1532732.103
1532730.702
5B4
594 LENGTH OF LINE IS 242.015
4
60.504
673
EASTING
1532852.890
1532851.1181
1532850.013
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1. USE NEXT AVAILABLE POINT(S)
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:it::(jjO:!::NT POINT
576
2 on
:: 670
NOhTHING
3<l0009.237
37994'0.772
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4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF ~ACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
.sJ~Gj'lEN'f 1'01 WI'
1 6'(')
2 6dO
3 681
rWHTHING
T79'f32.028
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b. I.EIWTIl Of UCH DIY 103101'1
'(. IJ:;!'; NP-X'!' AYAILABLE POLllT(S)
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2
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1. f" j(O/1 POI NT
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636
341 LENGTH OF LINE IS 241.~24
4
60.401
676
EASTING
1532972.277
1532970.860
1532969.443
19!1
lY9 LENGTH OF LINE IS
4
60.665
679
BASTING
1532427.874
1532426.4ClCl
1532425.102
591
592 LENGTH OF LINE IS
4
60.639
682
EASTING
15325'~7. 218
15325'~5.8211
15325'14.430
35'1
326 LENGTH OF LINE IS
II
60.613
685
8AS'I'INO
1532666.563
1532665.160
1532663..,58
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242.557
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1. FROM POINT
2. TO POINT
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4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
4
60.600
688
355
325 LENGTH OF LINE IS 242.402
SEGHENT POINT NORTHING EASTING
-'I- 1 688 379718.294 1532726.511
en u.. 2 689 379657.709 1532725.109
-0
~~ 3 690 379597.125 1532723.707
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<J)::l 1. FROM POINT 595
_C
:c.. 2. TO POINT 596 LENGTH OF LINE: IS 242.298
I- ~,
ZI- 3. CENTER POINT
;: 0, 4. DIRECTION OF ROTATION
Z 1-; 5. NUMBER OF DIVISIONS 4
~~j 6. LE:NGTH OF EACH DIVISION 60.574
13~ 7. USE NEXT AVAILABLE POINT(S) 691
0- STARTING AT POINT
O!::R
Ww
:cu SEGMENT POINT NORTHING EASTING
I- -,
~5! 1 691 379712.805 1532845.856
oo ZI 2 692 379652.247 1532844.446
W<J) 3 693 379591.689 1532843.035
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Z .,
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", 2. TO POINT 343 LENGTH OF LINE; IS 242.194
3. CENTER POINT
4. DIIlf::CTION OF ROTATION
5. NUl~BE:R OF DIVISIONS 4
6. LENGTH OF E:ACIl DIVISION 60.548
7. USE NEXT AVAILABLE POINT(S) 694
SrABTING AT POINT
,r'
Sf::O:-lEN'l' POINT NORTHING EASTING
1 694 379707.316 1532965.201
0 2 695 379646.784 1532963.782
3 696 379586.253 1532962.364
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1. FRO!'I POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
z
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359
377 LENGTH OF LINE IS 382.227
8
47. '(78
399
SEGMENT POINT NOH THING EASTING
1 400 380621.415 1533705.123
2 401 380573.650 1533703.976
3 402 380525.886 1533702.828
4 403 380478.121 1533701.681
5 404 380430.35" 1533700.533
6 405 380382.592 1533699.386
7 406 380334.827 1533698.239
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DIVIDE LINE OR ARC
1. FROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
DIVIDE LINE OR ARC
1. FROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
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-
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2
3
4
5
6
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SEGMENT
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2
3
11
5
6
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POINT
407
408
409
410
411
412
413
NORTHING
380179.304
380131. 540
380083.776
380036.013
379988.249
379940.485
379892.722
-
o
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3Cl3
389 LENGTH OF LINE IS
8
47.777
407
EASTING
1533694.503
1533693.355
1533692.208
1533691.060
1533689.913
1533688.766
1533687.618
395
357 LENGTH OF LINE IS
8
47.778
1114
BASTING
1533683.882
1533682.735
1533681.588
1533680.440
1533679.293
1533678.145
1533676.998
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414
415
416
'117
418
419
1120
NORTHING
379737.200
379689.1135
379641.670
379593.906
379546.141
3791191).376
379450.612
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382.220
382.228
I 0
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DIVIDE LINE OR ARC
1. FROH POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
SEGMENT
1
2
3
4
5
6
'(
POINT
421
422
423
424
425
426
42'(
NORTHING
380653.409
3b0605.543
380557.6'(6
380509.!J09
380461.943
380414.0'(6
380366.209
(1
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..
358
3'(2 LENGTH OF LINE IS 383.039
8
47.880
421
EASl'ING
1533047.387
1533046.265
1533045.143
1533044.021
1533042.899
1533041.7Tf
1533040.656
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1. FROt-! POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
....
o
o
,.
..
378
384 LENGTH OF LINE IS 383.031
8
W{.879
428
SEGMENT POINT NORTHING BASTING
'j 428 380210.480 1533037.006
2 429 380162.614 1533035.884
3 430 380114.749 1533034.762
4 431 380066.883 1533033.640
5 432 380019.017 1533032.519
6 433 379971.152 1533031.397
7 434 379923.286 1533030.275
DIVIDE LINE OR ARC
1. FROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
390
356 LENGTH OF LINE IS 383.037
8
47.880
435
SEGMENT POINT NORTHING EASTING
1 435 379767.558 1533026.625
2 436 379719.692 1533025.503
3 437 379671.826 1533024.382
4 438 379623.959 1533023.260
\j 5 439 379576.093 1533022.138
6 440 3'(9528.226 1533021.016
7 4111 379480.360 1533019.891j
...... J
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DIVIDE LINE OR ARC
1. ["ROM POINT
2. TO.POINT
3. Cf;NTEH POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
1. US~ NEXT AVAILAULE POINT(S)
STRRTING AT POINT
SEGMEifr
1
2
3
Ij
5
C....... 0 -.-'
--"""1
POINT
Ijl12
4Jn
llllil
1145
IIlj6
h 11111
NORTHING
380642.9411
3lJ0595. 111
3805117 .278
3lJ0499.41111
380451.611
~n~M ~g'h
_.I>.. _.Ll ~
-
368
373 LENGTH OF LINE IS 382.773
8
4'( .8117
JI42
EASTING
1533262.532
1533261.400
1533260.267
1533259.135
1533258.003
. ,',' ~".., "~"O(~.;il
..II.LJtJ&....l."-.dI111 ...-,' jj
I ':'~' "'~i.~,~,,.,~~i'f'i,\Jt.': ~'i" " ..,.-,,'. :':"
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. :,~';ii~~'~, ,~'
\. "''-0'::
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10
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1
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I
I
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I
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o
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32 X 10
1"- WlM
.-'1'
--
JT
-
-
,>>I
-
o
o
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0 '''' ( jOU,+Uj.(IO l::>jj<:::::>O.O(U
7 448 380355..945 1533255.738
DIVIDE LINE OR ARC
1. FROM POINT 379
2. TO POINT 385 LENGTH OF LINE IS 382.765
3. CENTER POINT
4. DIR~CTION OF ROTATION
5. NUMBER OF DIVISIONS 8
6. LgNGTH OF gAClI DIVISION 47.846
7. USE NEXT AVAILABLE POINT(S) 449
STARTING AT POINT
SEGMENT POINT NORTHING EASTING
1 449 380200.283 1533252.053
2 450 380152.451 1533250.921
3 451 380104.619 1533249.789
4 452 380056.7d7 1533248.656
5 453 380008.954 153324'( .524
6 456 379961.122 1533246.392
7 457 379913.290 1533245.259
DIVIDE LINE OR ARC
, FROM POINT 391
2. TO POINT 396 LENGTH OF LINE IS 382.7'72
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS 8
6. LENGTH OF EACH DIVISION 47.846
7. USE NEXT AVAILABLE POINT(S) 458
STARTING AT POINT
SEGHENT POINT NORTHING EASTING
1 458 379757.630 1533241.575
2 459 379709.797 1533240.442
3 460 3?9661 .964 1533239.310
4 461 379614.131 1533238.178
'I 5 462 379566.298 1533237.045
6 463 379518.465 1533235.913
7 464 379470.632 1533234.781
J
:r'
iO
DIVIDE LINE OR ARC
1. FROM POINT 369
2. '1'0 POINT 3'f II LENGTH Or' LINE IS 382.699
3. CENTEH POIN'l'
0 4. DIRECTION OF ROTATION I
5. NUMBEk OF DIVISIONS 8 0 0
6. LENGTH OF EACH DIVISION 117.837
7. USE NEXT AVAILABLE POINT(S) 465
STARTING AT POINT
,gC:GMI~NT
1
2
3
II
5
(-." . 0--':-
POINT
1165
466
467
1168
1169
I..,~
NOIlTHING
380640.028
380592.204
380544(.80
380496..156
380448.732
~u"r" untl
EASTING
1533322.11"6
1533321.344
1533320.211
1533319.079
1533317.947
- ,~,,~~,~ ",~
o
,- ....__~l
f),.]~~;,&'~;::~~'SJ!~:Y~::, ."... ~ ' ... 1.0
dlldl I. Ilm _~~
32 X 10
17
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--
-
-
o
.-
o
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u "'V jOV'lVV.:;IUO l::>jjjIO.OI::>
7 471 380353.084 1533315.683
C ( ,
DIV IDE LINE OR ARC ,- ,
1. FROM POINT 380 i
2. TO POINT 386 LENGTH OF LINE IS 382.692
3. CENTER POINT I
,
4. DIRECTION OF ROTATION i
5. NUMBER OF DIVISIONS 8 j
6. LENGTH OF EACH DIVISION 117.836 !
'f . USE NEXT AVAILABLE POINT(S) 472 I
STARTING AT POINT 1
SEGMENT POINT NORTHING EASTING j
j
1 472 380197.441 1533311.999 :I
2 473 380149.618 1533310.867
3 474 380101.795 1533309.734 'j
-' 1-. ,
en u. i 4 4'f5 380053.972 1533308.602 I
-0 5 476 380006.149 1533307.470 1
w> ,
::!:I- 6 477 379958.326 1533306.338 I
<- 1
a:-' 7 478 379910.502 1533305.206
u..<
<J):::l
_c DIVIDE LIlJE OR ARC ~
:c u~
I-:c 1. ["ROM POINT 392
ZI- 2. TO POINT 397 LENGTH OF LINE IS 382.698
;:0
Z~i 3. CENTER POINT
~~1 4. DIRECTION 01" ROTATION
g~ 5. NUMBER OF DIVISIONS 8
6. LENGTH OF EACH DIVISION 47.837
O!::,\ '7 . USE NEXT AVAILABLE POINT(S) 479
Ww STARTING AT POINT
:cu
I- -!
~5! SEGI.IENl' POINT NORTHING EASTING
..zl 1 479 379"(54.861 1533301.522
tl ~I
i= i::l 2 480 379707.037 1533300.390
o , 3 481 379659.213 1533299.258
z 'i 4 482 379611.389 1533298.126
5 483 379563.565 1533296.993
6 484 379515.7111 1533295.861
7 4<15 379467.918 1533294.729
._' J
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DIVIDE LINE OR ARC
1. FROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
8
47.804
486
370
375 LENGTH OF LINE IS 382.433
SI;;GM~NT POINT liCH1'flING EASTING
1 486 380629.563 1533537.612
2 118'7 380581. '17 3 1533536.1170
3 1188 380533.982 1533535.327
II 1189 38041:l6. 192 1~33534.11:l5
5 1190 3!l043lL401 1533533.042
Co , 1'''4 .,r'^~r ,.. .. ~......... ... ... .. ^.......
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I
'10
) .'., ..."...."..,..,
$('. . ...."'. '. .... V:..
.. -, _",'.l,." ,",~ .' ',' "".,_ ," ,_, ,.. _.. '. <"0'
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I
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-
--
-
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o
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0 '+';11 jOUj';lU.OII I :;,j,j:;'j I . ';IUU
7 492 380342.820 1533530.757
DIVIDE LINE OR ARC
1. FROM POINT 381
2. TO POINT 387 LENGTH OF LINE IS 382.426
3. CENTER POINT
4. DIRECTION OF ROTATION
"1 5. NUMBER OF DIVISIONS 8
z. 6. LENGTH OF EACH DIVISION 47.803
< ., 7. USE NEXT AVAILABLE POINT(S) 493
:c 1-1
I-z STARTING AT POINT
~~r
Wu SEG11ENT POINT NORTHING EASTING
-'0 1 493 380187.244 1533527.038
Uo
<J)w 2 494 380139.455 1533525.895
-'I- 3 495 380091.665 1533524.753
en u. 4 496 380043.876 1533523.610
-0 5 1197 379996.086 1533522.468
~~ 6 4g8 379948.296 1533521.326
c2 ::; I 7 499 379900.507 1533520.183
u..<
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:c ..
I- u.~ 1- FROM POINT 393
z~
- 1 2. TO POINT 398 LI>NGTH OF LINE IS 382.433
!z 0,
1-' 3. CENTER POINT
ww'
:!i ::Ii 4. DIRECTION OF ROTATION
a :;\ 5. NUMBER OF DIVISIONS 8
0- 6. LENGTH OF EACH DIVISION 47.804
o !::~ 7. USE NEXT AVAILABLE POINT(S) 500
Ww STARTING AT POINT
i= ~,
!:!:b! SEGMENT POINT NORTHING EASTING
oo ZI 1 500 379744.933 1533516.464
~~;
- :C1 2 501 379697.142 1533515.321
6k: 3 502 379649.352 1533514.179
Z '1 4 503 379601.561 1533513.036
" 5 504 379553.771 1533511.894
,
6 505 379505.9ClO 1533510.751
7 506 3791158.190 1533509.609
J
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o
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DIVIDg LINE OR ARC
1. FROM POINT
2. '1'0 POINT
3. CENTER POINT
II. DIHECTION OF HOTA'l'lON
5. NUMBER OF DIVISIONS
6. LENGTH Ol~ EAClI DIV ISION
7. USE NEXT AVAILABLE ?OINT(S)
STAHTING AT POINT
8
47.795
507
371
376 LENGTH OF LINE IS 382.360
S~:GMI~NT
1
2
3
4
5
C-- "o'~ ....-
EASTING
1533597.555
1533596.413
1533595.271
1533594.129
1533592.986
.,- ~ ~ ~ ^. n" "
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POINT
507
50Cl
509
510
51'
1""4,..,
NORTHING
380626.647
380578.866
38053 '(>85
38041U ..)03
3801135.522
~""~'e "".
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7 513 380339.959 1533590.702
DIVIDE LINE OR ARC C C'
1. FRON POINT 382
2. TO POINT 388 LENGTH OF LINE IS 382.353
3. CENTER POINT i
4. DIRECTION OF ROTATION I
~.. ~ 5. NUr-lBER OF DIVISIONS 8 I
6. LENGTH OF EACH DIVISION 47.794
7. USE NEXT AVAILABLE POINT(S) 514 1
STARTING AT POINT 1
SEGHENT POINT NORTHING EASTING
1 514 380184.402 1533586.983 I
2 515 380136.622 1533585.841
-'I- 3 516 380088.841 1533584.699
en u.\ 4 517 380041.061 1533583.556 I
-0 5 518 379993.280 1533582.414 1
~~I 6 519 379945.500 1533581.272
~::;l 7 520 379897.720 1533580.130
u.<
en::l
_C DIVIDE LINE OR ARC
:J:'
I- ~1 1. FROM POINT 394
ZI-
t: O. 2. TO POINT 399 LENGTH OF LINE IS 382.360
z 1-) 3. CENTER POINT
~~I 4. DIRECTION OF ROTATION
g~ 5. NUMBER OF DIVISIONS 8
6. LENGTH OF EACH DIVISION 47.795
ot:::\ 7. USE NEXT AVAILABLE POINT(S) 521
Ww STARTING AT POINT
:J:u
I- -.
!:!:bl SEGl~ENT POINT NORTHING EASTING
w~! 1 521 379742.164 1533576.411
u-' 2 522 3"(9694.382 1533575.269
i= i::;
o ; 3 523 379646.601 1533574.126
Z " Ij 5211 3"(9598.820 1533572.984
'" 5 525 379551.038 1533571.842
I
6 526 379503.257 1533570.699
7 527 3791155.476 1533569.557
,yr
o
o
DIVIDE LINE OR ARC
1. FROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. I.ENGTiI Q[~ EACH DIVISION
7. USE NEXT AVAILABLR POINT(S)
STARTING AT POINT
2
10'( . "(06
528
358
368 LENGTH OF LINE IS 215.412
Sr.WMENT POINT NORTilING BASTING
1 528 380696.027 1533156.086
DIVIDE LINE OR ARC
1. "'HOM POINT 369
2. TO POINT 370 LENGTH
C .2"O.&':!"~''il ~. _. .un r
~
- .4.~ l1...a:.dhJ "'" A.1~
<I' ,0
I
I
,
I
10
OF LINE IS 215.403
~ >"'}'.':'f':'-',:;~,J,';"7:rT~f',,~~~'~l;..;,
el!}jQ,:':;'f,i;{ II ' '~~. .
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--
--
j. L.r.rH Colt r'u~rn
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
SEGHENT POINT
1 529
NORTHING
380682.603
z
:2 ~.,.
I-~
a:
~~
0(:)11
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DIVIDE LINE OR ARC
1. FROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
NORTHING
380313.227
SEGNENT POINT
1 530
DIVIDE LINE OR ARC
1. FROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUNBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
SEGMENT POINT
1 531
NORTHING
380300.145
'i
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o
o
DIVIDE LINE OR ARC
1. FROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBEH OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
SIWMENT POINT
1 532
DIVIDE LINE OR
1. l?HOM POINT
2. TO POINT
_ .." . Mr.1..,"t".ln nn.,.um
C~;=.._,..=- .--.-
NORWIING
3/30253.231
IIRC
(
r
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~
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T
..
2
107.701
529
EASTING
1533431.181
o
o
372
373 LENGTH OF LINE IS
2
1 O'{ .658
530
EAST LNG
1533147.070
374
375 LENGTH OF LINE IS
2
107.653
531
EASTING
1533422.083
215.315
215.307
37/3
379 LENGTH OF LINE IS 215.301
2
10"(.650
532
EASTING
1533145.657
380
381
LENGTH OF LINE IS
fJ...G~J
d.l~~- _1_[ ":'4A.::1"
1--
(D
215.293
:;,:::'.:",':.';:'::.:.':~'i.'~~">?~J~~'\:l<\~.::,r'iY':. ,:"
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I
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o
o
32 X 10
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4 .
5.
6 .
7 .
DIRECTION OF ROTATION
NUNBER OF DIVISIONS r
LENGTH OF EACH DIVISIO~_'
USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
SEGMENT POINT
1 533
NORTHING
380240.149
DIVIDE LINE OR ARC
1. FROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
-'I-
oou.
-0
~~
~::;
u..<
00 ::l,
_c
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5....1
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SEGMENT POINT
1 534
NORTHING
379870.439
DIVIDE LINE OR AHC
1. F'ROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
SEmlENT POINT
1 535
NOHTHING
379857.698
':
'.._ J
,Y""
,0
o
DIVIPE LINE OR ARC
1. FROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
SEGMEN1' POINT
1 536
PIVIPE LINE OR
1. FROM POINT
2. TO POINT
(__2 ~1.\"~"n M?U~
... ~A"'"''''
NORTHING
379810.444
ARC
C
M:tIIliIIIi&.~.~L ~.t
--~-.-
..
2
107.646
533
EASTING
1533420.656
--
o
o
(")
.."i~
384
385 LENGTH OF LINE IS
2
107.602
534
EASTING
1533136.640
215.205
386
387 LENGTH OF LINE IS
2
107.599
535
EASTING
1533411.557
215.197
390
391 LENGTH OF LINE IS 215.190
2
107.595
536
EASTING
1533135.227
392
393
LENGTH OF LINE IS 215.183
.(lZ,';ji;~E~:", }{;::',?: ~:,;:::,,'7".'i ..'.,
..............._! ~"':.::: _~, I =-=
;-..
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I
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--
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o
o
32 X I 0
JlIl:I.~
-
j. L.r.Nl~lt t'UltU
4. DIRECTION OF HOTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
..,'{
SEGMENT POINT
1 537
DIVIDE LINE OR ARC
1. FROM POINT
2. TO POINT
3. CENTER POINT
DIRECTION OF ROTATION
NUMBER OF DIVISIONS
LENGTH OF EACH DIVISION
USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
NORTHHlG
379797.704
Z
~~..
I-~
~~
dg
~w'
-'I-
en u.
-0
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i= i::1
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Z
SEGMENT POINT
1 538
DIVIDE LINE OR AHC
1. FROM POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
NORTHING
379427.646
St::GMENT POINT
1 539
NORTHING
379415.246
'I;
,r
o
o
DIVIDE LINE OR ARC
1. f'ROM POINT
2. :1'0 POINT
3. CI~NTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
D. LENGTH OF EACH DIVISION
7. USE NEXT AVAILAULE POINT(S)
STARTING AT POINT
-
o
o
-
2
107.592
537
EASTING
1533410.130
356
396 LENGTH OF LINE IS
2
107.547
538
EASTING
1533126.210
397
398 LENGTH OF LINE IS
2
107.544
539
EASTING
1533401.032
215.094
215.08Cl
528
530 LENGTH OF LINE IS 382.906
a
47.863
540
SC:GMI~N'I' POINT NORTHING EASTING
1 5110 3806118.1'17 1533154.959
2 541 380600.32'7 1533153.832
3 542 38055~ 7'7 1533152.705 C\~
II '3113 380504.oJ27 1533151.578
:; 51Pl 3801156.777 1533150.451
(~OL,_. r' 10 ,- ~"~~""("" : "~,,, k " ",," fJ~
111111112. ......:..... -. L1>L!llII_ IUliIlll. ..l::.1:..IIi__ -' 'r
"'<""''','~'r:'~Y:l'"rr~~/'t,'-;;~j::,~
;}>i,~:~;.v,'~:' ";' ',\'
" j' ~'iL ~
1-
, .-~
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,-
-
(,)
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7 546 380361.077 1533148.197
DIVIDE LINE OR ARC ( C)
1 . FROH POINT 532
2. TO POINT 534 LENGTH OF LINE IS 382.898
3. CENTEH POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS 8
6. LENGTH OF EACH DIVISION 47.862
7. USE NEXT AVAILABLE POINT(S) 547
STARTING AT POINT
SEGMENT POINT NORTHING EASTING
1 547 380205.382 1533144.529
2 548 380157.533 1533143.402
3 549 380109.684 1533142.275
4 550 380061.835 1533141.141:1
5 551 380013.986 1533140.021
6 552 379966.137 1533138.894
7 553 379918.288 1533137.767
DIVIDE LINE OR ARC
1. FRO:-1 POINT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT POINT
536
538 LENGTH OF LINE IS 382.904
8
4"(.863
554
SEGMENT POINT NORTHING EASTING
1 554 379762.594 1533134.100
2 555 379714.744 1533132.973
3 556 379666.895 1533131.846
II 557 3'(9619.045 1533130.719
5 558 379571.195 1533129.592
6 559 3"(9523.345 153312!L 465
7 560 379475.496 1533127.338
_.._ J
r
o
o
DIVIDE LINE OR ARC
1. FR01~ POIllT
2. TO POINT
3. CENTER POINT
4. DIRECTION OF ROTATION
5. NUMBER OF DIVISIONS
6. LENGTH OF EACH DIVISION
7. USE NEXT AVAILABLE POINT(S)
STARTING AT ~OINT
SimlENT
1
2
3
II
5
C'" O~ ._.H
POINT
561
562
563
564
565
r '" t:
NORTHING
3806311.796
380586.988
380539.181
3U01191.374
380443.567
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529
531 LENGTH OP LINE IS 382.566
8
47.821
561
EASTING
1533430.044
1533428.907
1533427.769
15331126.632
1533425.495
., "~" ~" .,~~
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7 567 380347.952 1533423.220
DIVIDE LINE OR ARC
1. FROM POINT 533
2. TO POINT 535 LENGTH OF LINE IS 382.559
3. CENTER POINT
4. DIRECTION OF ROTATION
.._" 5. NUMBER OF DIVISIONS a
Z 6. LENGTH OF EACH DIVISION 47.820
~~ 7. USE NEXT AVAILABLE POINT(S) 568
1-15 STARTING AT POINT
a::
<C SEGMENT POINT NORTHING EASTING
Wu
dO! 1 568 380192.343 1533419.518
eno 2 569 380144.536 1533418.381
w
-' 1-1 3 570 380096.730 1533417.244
enu. 4 571 380048.924 1533416.106
-0 '5 572 380001.117 1533414.969
~~ 6 573 379953.311 1533413.832
~::; 7 574 379905.505 1533412.695
u.<
en::l
-c, DIVIDE LINE OR ARC
:J: ",
~~ 1. FROM POINT 537
2. TO POINT 539 LENGTH OF LINE IS 382.566
!z ~1 3. CENTER POINT
ww' 4. DIRECTION OF ROTATION
:E ::l\
a~ 5. NUMBER OF DIVISIONS 8
0- 6. LENGTH OF EACH DIV ISION 47.821
o!:: 7. USE NEXT AVAILABLE POINT(S) 575
ww": STARTING AT POINT
:J:u
~~r SEGMENT POINT NORTHING EAST LNG
"Zj 1 575 379749.897 1533408.993
WtJ)
u-' 2 576 3"(9702.090 1533407.856
- J:I
61-.\ 3 577 379654.282 1533406.718
Z 'I 4 578 379606.4?5 1533405.581
" 5 579 379558.668 1533404.444
6 580 379510.861 1533403.306
7 581 379463.054 1533402.169
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PAG;;: 1 J
DESIGN TRAVeRSE "POOP"
8/24/0'( JOB it CRP738 !
-'1 OAK BAY RD. - FLAGLER RD. INTERSECTION PROJ. ENGR. : BOB NESBITT
EAST JEFFERSON CO. BY ALCOHOL PLANT PREPARED BY: AUBREY PALMER ,
-------------------------------------------------------------------------------- I
pOOP From 13 (379842.872,1532304.592) To 13 (379842.872,1532304.592) ;~
l
DISTANCE ~
CRS FROM TO FEET DIRECTION NORTHING EASTING ;~
-------------------------------------------------------------------------------- .l
-------------------------------------------------------------------------------- ~
-'I- 1 13 34 CENTER = 12 ROTATION = CW 379841.614 1532332.188
cnu. DELTA 0 33 09.2 RADIUS 2864.789 CHORD 27.627
-0 =
w> CHORD BEARING = S 87 23 28.7 E ARC 27.627 TANGENT 13.814 ;i
::;1- ~
~::;' 18 379837.369 1532400.278 'I
u.< 2 34 CENTER = 12 ROTATION CW oj
en::>
_C DELTA = 1 21 52.3 RADIUS = 2864.789 CHORD 68.225 J
:I: '" CHORD BEARING S 86 25 57.') E ARC 68.227 TANGENT 34.115
I- ~) = =
ZI- .~
t: ~. 3 Hi 3'7 CENTER = 12 ROTATION CW 379832.259 1532460.458
z ! DELTA 1 12 28.9 RADIUS = 2864.789 CHORD 60.401 f
~~! CHORIJ BEARING = S 85 08 47.3 E ARC 60.402 TANGENT = 30.202 '.I
::l c.' ,}
g~\ 4 37 96 CENTER = 12 ROTATION CW 379813.856 1532610.916
c !:::~ DELTA ., 01 55.7 HADIUS = 2864.789 CHORD 151.589 ~
Ww = ~ =
:I:u CHORD BEAHING = S 83 01 35.0 E ABC = 151.60'7 TANGENT = 75.821 1
:: i=i
-::~I s 96 147 CENTER = 12 ROTATION = CW 3'797Y8.042 1532705.896
wen DELTA = 1 55 33.4 HADIUS = 2864."(89 CHORD = 96.293
u-
i= ~l CHORD BEARING = S 80 32 50.4 C; ARC = 96.298 TANGENT 48.153
~ ';
6 147 _?_4. CENTER = 12 ROTATION CW 379787.840 1532758.617
DELTA 1 04 26.6 HADIUS = .28611. '709 CHORD 53.702
CHORD BEAHING = S 79 02 50.4 E ARC = 53.702 TANGENT 26.852
"( 211 1]'7 CEN'f[~R = 12 ROTATION CW 379"(77.454 1532807.522
DELTA = 1 00 00.0 RADIUS = 2864.789 CHORD = 49.999
CHORD J3EAlntW = S '( fj 00 37.1 E AHC = 50.000 TANGEN'r = 25.001
or' 8 137 13 507 . 198 N 82 35 20.2 \'1 379842.872 1532304.592
0
o
PEHIH~TER = 1015.000
CLOSURE ERHOR = .000
AH~I\ =
3804.369 SQUAHB FEET,
0.0873 ACRI,S
--------------------------------------------------------------------------------
J~F"'ERSON COUNTY DEPT. OF PUBLIC WORKS
Courthouse, Port Townsend, Wa. 98368
206 385-3505
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AT-GRAD!! INTERSECTIONS
443
way roadways can be made to accommodate high intersection volumes. The
design requires: coordinated signal control at points g and h, and possibly
al j; usually a median lane or a designaled lefl lurn lane on the approaches
al g and j; and a triangular island of sufficienl size (generally 200 Ceel or
more on a side) to provide ample storage of stopped vehicles and to pre..
clude a back-up of traffic onto the preceding point of intersection, The
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TRANSFER COORDINATE TABLE "CRP514"
TO COORDINATE TABLE "CRP738"
NO OVERWRITE PROTECTION,NO OUT-OF-RANGE
POINT
1
2
3
II
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
313
39
IJO
111
112
113
44
Il~
46
II "(
lib
119
50
51
52
53
511
5~
cO<. "0"- .,.
~_Ll:::.....- ...,
NORTHING
377932.893
378572.324
376862.035
379724.291
379733.137
379850.905
379791.267
378694.662
376984.271
379846.897
3769b4.373
376980.628
37981j2. 872
3"f9680.155
380B 1 .908
379430.789
380"(17.322
379837.369
380126.350
3S0112.342
3d0894.514
380"( 36.907
379794.685
379787.840
379995.281
3'f9852.3811
379857.858
379869.848
3'f9920.509
3"{9919. 001
379919.321
379868.578
379856.5911
379841.614
379910.896
379912.404
379832.259
379912.084
3"(9d59.135
379852.16"(
379845.817
3"(9849.886
3'{9860.803
379872.793
3'f98611.8'(3
380125.695
380005.5211
380163.522
380086.415
3801611.1113
3801211.56'(
3801211.479
31.l0110.495
380086.095
380 131.l. 551
EASTING
1534954.466
1534478.630
1532180.337
1532301.719
1532093.119
1532105.653
1533571.546
1534387.592
15320b9.160
1532205.758
1532089.298
1532188.009
1532304.592
1533146.438
1532420.721
1532390.986
1532719.628
1532400.278
1532406.882
1532705.625
1532541.801
1532955.546
1532807.113
1532758.617
1533031.962
1532400.621
1532305.202
1532305.690
1532336.164
1532402.143
1532388.148
1532333.547
1532332.9113
1532332. HHl
1532467.971
1532110 1.992
1532460.458
1532415.988
1532463.026
1532462.360
1532232.2dll
1532132.373
1532232.894
1532233.383
1532132.9tl3
1532420.866
1532441j. <)57
15321146.B9
15321105.969
1532407.752
153241111.913
1532446.784
15321146.128
15321119.965
15321145 . 569
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POINT
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THANSFERRED
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THANSFERRED
TRANSFERRED
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TRANSFERRED
TRANSFERRED
TRANSFERRED
TRANSFERHED
TRANSFERRED
TRANSFERRED
TRAN3f'ERRED
TRANSFERRED
THANSFERRED
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TRANSFERRED
TRANSFERRED
TRANSFERRED
TRANSFERRED
TRANSFERRIW
'l'IlANSFERHED
TIlANSFERHED
TRANSFERHED
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TRANSFERRED
TRANSFERRED
TRANSFERRED
TRANSFeRRED
TRANSFERRED
TRANSFEHHED
TRANSFERHED
TRANSFERRED
TRANSFEHRED
TRANSI-'ERRED
TRANSF8RllED
TRANSFERRED
TRANSFERRED
TRANSFERRED
TRANSFEHHb:D
TRANS~'EHRED
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TRANSFER COORDINATE TABLE "CRP514"
TO COORDINAT~ TABLE "CRP738"
NO OVERWRITE PROTECTION,NO OUT-OF-RANGE
POINT NORTHING EASTING
56 380164.093 1532421.747
57 380146.472 1532428.458
58 380125.317 1532428.916
59 380103.806 1532427.907
60 379882.421 1532371.562
61 379876.363 1532429.098
62 379881.742 1532401.292
63 379877.001 1532401.183
64 379877.809 1532365.835
65 379881.193 1532425.293
66 379867.038 1532400.956
67 379866.110 1532441.554
68 380676.508 1532419.455
69 300675.275 1532473.437
70 380710.667 1532512.911
71 380713.299 1532458.9"(8
72 380711.010 1532513.850
73 380710.667 1532512.911
74 380709.667 1532512.911
75 380710.207 1532513.753
76 380686.448 1532433.684
77 380685.762 1532463.675
78 380715.725 1532465.137
79 380715.225 1532475.387
80 380707.720 1532443.236
81 380717.226 1532434.388
82 380712.352 1532534.263
83 380617.258 1532432.103
84 380686.768 1532419.689
85 380"(29.707 1532465.819
86 380717.908 1532420.401
87 380708.247 1532420.180
88 380730.755 1532444.360
89 379912.734 1532387.577
90 380125.385 1532427.469
~1 380146.955 1532407.353
92 380104.298 1532406.378
93 379787.840 1532758.617
94 379839.933 1532362.375
95 379836.455 1532412.250
96 379813.856 1532610.916
97 3"(9844.906 1532254.636
98 379874.880 1532255.857
99 379869.876 1532364.201
100 379879.857 1532364.810
101 3"(9B76.329 1532415.381
102 379886.298 1532416.164
103 379863.305 1532618.298
104 380685.516 1532673.882
105 380113.262 1532686.008
106 380154.944 1532437.541
107 380094.946 1532436.170
108 380083.749 1532674.957
10Y 380145.142 1532646.582
110 3800'15.Jj66 1532659.470
z
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TRANSFERRED
THANSFERRED
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TRANSF~RRED
TRANSFERRED
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TRANSFEHRED
'l'HANSFEffHED
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THANSFERHED
THANSFERHED
TRANSFERRED
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THANSFEHHED
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'fRANSFERRED
1'HANSFERRED
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THANSFERRED
TRANSPEHRED
THANSPERBBD
TRANSFBHHI-W
THANSFEHIlED
THANSfERIlED
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32 x 10
TRANSFER COORDINATE TABLE "CRP514"
TO COORDINATE TABLE "CRP738"
NO OVERWRITE PROTECTION,NO OUT-OF-RANGE PROTECTION.
POINT
TRANSFERRED
TRANSFERRED
TRANSFERRED
TRANSFERRED
TRANSFERRED
TRANSFERRED
TRANSFERRED
TRANSFERRED
TRANSFERRED
TRANS~'ERRED
TRANSFERRED
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TRANSfERRED
TRANSFERRED
TRANSFERRED
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TIlANSFEHHED
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TRANS~'ERRED
TRANSFEHRED
TRANSFERRED
THANSFEHRED
TRANSFERRED
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TRANSFERRED
TRANSFERRED
TRANSFERRED
TRANSFERRED
TRANSFERRED
TRANSFERRED
TRANSFERRED
THANSFERRED
TilANSFERRED
TRANSFERRE:D
TIlANSFERRED
TRANSFERRED
'!'HANSFERRED
'rRANSFEHRED
TRANSl"EHRED
TRANS~'EHRED
TRANSFEHRED
THANSFERRED
TRANSFERHED
TRANSFERRED
TIlANSFEHHED
v-
-
c
, , POINT NORTHING EASTING
z 111 3<30153.401 1532662.601
~~ 112 3fJ2514.678 1535089.198
I-ffi 113 383512.794 1529797.107
a:
~~ 114 379861.965 1532149.536
-J 0'1 115 379911.559 1532438.980
u 01 116 379911.719 1532431. 983
en I.
WI 117 379919.938 1532361.156
-' 1-1 118 379919.687 1532372.153
en u.\ 119 379895.543 1532334.906
~~i
:; I- i 120 379891.548 1532334.705
c2 ~l 121 379882.030 1532465.213
u. ::ll 122 379895.772 1532234.319
!!2c 123 3"(9879.860 1532133.594
J: ~l 124 379892.827 1532306.626
I- :p,
ZI- 125 3798'72.845 1532305.812
;:0 126 379879.458 1532371.232
zl- 12"( 379885.064 1532431. 373
~~I 128 379751.217 1533026.242
a~ 129 379931.380 1533030.464
0-' 130 3'(989'7.792 1532969.665
ct::f\
Ww 131 379768.555 1532966.636
J:u 132 379800.516 1532841.484
I- -,
~b' 133 380068.337 1533003.668
w~! 134 379403.849 1532988.094
u-' 135 3<30023.218 1533002.610
i= J:. 200 3'79852.591 1531804.365
0'"';
z ,I 201 3'79933. Hl9 1532974.004
203 380077.452 1532951.888
204 3<30475.652 1533684.149
205 3'(9600.965 1533341.570
206 3'(9641 .350 153324"( .448
207 379679.606 1533146.242
20<3 379'710.793 1533051.197
209 379751.626 1532993.627
210 379734.1'73 15329'{2.601
,.. 211 379756.020 1532943.314
212 37Y782.435 1532893.738
213 379771.129 1532883.182
0 214 3"(9771.805 1532il37.714
215 379766.412 1532854.887
216 379tl13.742 1532861>' ClY 1
21'{ 379841.441 1532865.584
21Cl 379843.486 1532851.1"(0
219 3'(9842. '789 1532839.1/.14
220 379doO .11119 153287fj,568
0 221 379915.860 1532926.156
222 3798:52.903 1532U35.1'{4
223 3798'(0.711 1532836.318
224 3"(9881.36Y 1532ti27 . Cl38
225 379947.420 1532873.036
226 3'f9959.201 1532859.212
227 379905.175 1532821.11Cl6
228 379861.'{'{3 1532781.Cl31
229 379839.333 15327113.471
230 37980"{ . no 15327111.794
C~_.."-'" :(
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TRANSFER COORDINATE TABLE "CRP514"
TO COORDINATE TABLE "CRP738" ,
'i
NO OVERWRITE PHOTC:CTION,NO OUT-OF-RANGE PROTECTION. ",
POINT NORTHING EASTING POINT NORTHING BASTING
231 379812.605 1532718.29"{ TRANSFERRED
232 379799.413 1532'721.768 TRANSFERRED
233 379797.356 1532690.046 TRANSFERRED
234 379806.406 1532681.154 TRANSFERRED
235 379824.064 1532645.261 TRANSFERRED ~
236 379804.653 1532641.210 TRANSFERRED
237 379779.831 1532726.856 TRANSFERRED
238 379763.591 1532r{03.654 TRANSFERRED
239 379784.670 1532656.511 TRANSFERRED .~
240 37'9779.596 1532644.541 TRANSFERRED ,
241 3?9791.435 1532650.250 TRANSFERRED ,
"
2112 37981 il. 092 1532606.978 TRANSFERRED ,
,
,
243 379832.242 1532589.851 TRANSFERRED
24/j 37'9808.580 1532535.338 THANSFEHRED
245 379820.972 1532536.982 1'RANSFERHED
246 379826.597 1532537.156 TRANSFERRED
247 379848.055 1532541.823 TRANS~'BRRED
248 379853.810 1532413.15'{ TRANSFERRED
249 379838.835 1532379.601 TRANSFERRED ;
250 37'9844.292 1532269.728 TRANSFERRED I
"
251 379862.974 1532473.423 TRANSFERRED 2
252 379808..,45 1532465.214 TRANSFERRED
253 3?9815.427 1532467.002 THANSFERRED ;1
254 379845.128 1532596.635 TRANSFERRED j
255 379849.026 1532637.264 TRANSFERRED .1
256 3798112.924 1532636.273 THANSFERRED ,I
!
25'7 379854.510 1532664.322 THANSFERHED j
2513 379U?5.619 1532673.776 TRANSFERRED ,;
259 379'964.976 1532680.050 TRANSFERHED I,)
I
260 3801119.140 1532687.41j9 TRANSFEHRED j
261 380120.801 1532672.655 TRANSFERHED il
202 380116.1305 1532672.845 THANSFERRED ,
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263 380116.671 1532703.690 TRANSFERRED '.
,
2611 3'{9986.734 1532698.640 THANSFt:RRED ):;:
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265 3'{9871 .029 1532690.372 THANSFERHED ;~
,,.. 266 3?9849.133 153269t3.125 TRANSFERRED
267 3791337.569 1532722.473 TRANSFERRED t~
208 379Ubd.6H\ 1532661.499 THANS[<'ERHED ~~
0 269 3798/18.377 1531682.lj37 THANSFERREO
270 3'19994.429 1531360.475 TRANSFERRED :)1
271 37992"( . 1117 15311187.005 TRANSFl::RRED
272 379910.59/j 1531610.071 1'HANSFl::HHED
273 379883 . 1110 1531629.053 THANSFERHED '1
2711 379865.277 1531781.670 TRANS[<'ERRED ~
275 3?9B34.824 1531911? .264 TRANS[<'ERHED 1/ I
0 2'76 379t154.612 1532016.355 TRANS[<'EHHED ,~ 0 0
2Tf 3798/Id .1195 1532090.335 THANSFERHED ,'1
2'{6 3"f 9 811 6 . lJ 92 1532202.321j THANSFERHED ,)
279 379822.62!1 1532207.252 THANSFERHED il
2dO :n9d2\J.953 1532107.521 TRANS[<'ERHED I
2Ul 379873.672 1532103.623 TRANSFERRED
282 379830.13b 1532073.429 TRANSFEHRED
2U3 379836.7/j8 1532061.8'18 TRANSFEHl1rm
2811 379911.71l'1 15 32d5'l .969 THANSFEI1IU;D
285 3798')11.511 1532860.1109 TRANSFERRBD
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TRANSFER COORDINATE TABLE "CfiP514"
TO COORDINATE TABLE "CRP738"
NO OVI::RWRITE PROTECTION,NO OUT-OF-RANGE PROTECTION.
POINT NORTHING EAST LNG POINT NORTHING EASTING
z 286 379887.304 1532889.680 TRANSFERRED
~~ 287 379857.2'(8 1532826.378 TRANSFERRED
I-m 288 3tl0168.720 1533259.356 TRANSFERRED
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L'iiB'I, 289 380221.624 1533290.215 TRANSFERRED
-'0 2YO 3c>0455.757 1533682.102 TRANSFERRED
~Ol 291 380291.004 1533445.174 TRANSFERRED
w, 292 380351.960 1533462.302 TRANS~'ERRED
-' 1-1 293 380324.608 1533320.251 TRANSFERRED
(J) u. \ 294 380365.710 1533422.293 TRANSFERRED
-0 ;
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<...Ji 296 380508.268 1533707.306 TRANSFERRED :')
B: ~I 297 380536.120 1533705.117 TRANSFERRED j
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:t u~ 299 380700.044 1533952.753 TRANSFERRED !
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;: ~, 301 380793.877 1534048.826 TRANSFERRED j
z ' 302 380882.662 1534122.266 TRANSFERRED I
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303 380002.048 1532902."(52 TRANS~'ERRED )
B :7,\ 304 3!JOO72.284 1532957.995 TRANSFERRED .,i
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C1 1:::1\
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:tu 307 380260.518 1533176.803 TRANSFERRED
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.. zl 309 380359.629 1533262.976 TRANSFERRED 1
~~I 310 380338.183 1533270.892 TRANSFERRED ii,
i= Xi 311 380324.563 1533293.970 TRANSFERRED 1
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313 380336.521 1533251.386 TRANSFERHED 'i
314 380326.497 1533220.222 TRANSFERRED ie
315 380293.362 1533222.256 TRANSFERRED '.
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316 380293.260 1533204.1"(9 TrlANSFERRED J
317 380270.763 1533178.680 TRANSFERRED .,
318 379934.123 1532853.233 TRANSv'ERRED 'ii
319 379852.066 1532796.0"(6 TRANSFEHRED
330 3'7980'( .720 1532741.794 TRANSFERRI::D 'I
.,.. 331 379812.605 1532718.29"( THANsr"ERRED ;'cr
332 379799.1113 1532'(21.768 '!'RANSFERIlED .)j
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451j 379819.140 1532686.9"(1 TRANSFERRED \r
0 455 379600.836 1533402.516 TRANSFERRED <I
600 377991.T71 1534955.943 TRANSFERRED ~
601 380635.360 1535022.2411 TRANSPERHEO 4
602 37ll212.168 1529657.074 TRANSFERRED :1
603 3"(ll100.912 1532330.586 TRANSv'ERRl!:D
601j 380895.682 1529"(43.777 TIlANSFERRW ,
605 380763.373 1532391.432 '1'RANSFI::RHED I
0 606 380699.1'(8 1533706.991 '!'RANSFEHRED t, 0 0
60'( 3"799'711./163 1535005.669 THANSFEHHED l
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609 3'(8652.669 153Ijy'(2.51/J 'rHANSF'ERRED I
610 378019.057 1534299.604 THANSFEBRED
611 3'(UOJj6.342 15336113.265 THANsr.'EHRED l
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612 378073.627 15329U6.925 TRANSFERRI::D I
613 37tl?66.527 15323115. '79'( THANSr'I!:RllgO
614 379432.142 1532351.009 TBANSPERHI::D
615 3t.l00:J7 .758 1532376.220 TBANSFERHI!:D I
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380731.275
380667.269
379372.851
380036.105
378709.596
380005.284
379343.208
378681.132
380066.931
379402.496
378738.062
379417.319
380747.324
380082.344
380700.447
379429.438
380688.787
379418.6'{2
380080.939
379415.967
380069.742
379405.201
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EASTING
1533049.211
1534364.617
1533675.130
1533691.063
1533659.197
1534348.366
1534332.112
1534315.858
1533033.641
1533018.069
1533002.497
1532689.539
1532720.322
1532704.931
1532450.005
1532420.959
1532688.961
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PAGE 1
7/18/87
--------------------------------------------------------------------------------
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1
3
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7
9
11
13
15
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21
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33
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37
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49
51
53
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379733.137
379791.267
376984.271
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380731.908
380717.322
380126.350
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379920.509
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1532180.337
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1532089.160
1532089.298
1532304.592
1532420.721
153271\1.628
1532406.882
1532541.801
1532807.113
1533031.962
1532305.202
1532330.164
1532388.148
1532332.943
1532Ij67.9'11
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1532420.180
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1532254.636
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10
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14
16
18
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22
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379430.789
379837.369
380112.342
380736.907
379'787.840
379!J52.384
379869.848
379')19.001
379868.578
3B841. 614
379912.404
379912.0!J4
379852.167
379849.886
379872.793
380125.695
380163.522
380164.413
380124.479
380086.095
3801611.093
380125.31'7
379882.421
379081.742
3791)77.809
379867.038
380676.508
380710.667
380711.010
380709.667
380686.44!J
380715.725
380707. '( 20
380712.352
380686.768
380717.908
380730.755
380125.385
380104.298
379839.933
379813.856
3798'7/j. !J80
3798"(9.857
- e Cr:)
- ..
1534478.630
1532301.719
1532105.653
1534387.592
1532205. '(58
1532188.009
1533146.438
1532390.986
1532400.278
1532705.625
1532955.546
1532758.617
15321100.621
1532305.690
1532402.143
1532333.547
1532332.188
1532401.992
1532415.988
1532462.360
1532132.373
1532233.383
1532420.866
1532/jll6.'739
153240"( .752
1532446.784
1532419.965
1532421.74'7
153242tL916
1532371.562
1532401.292
1532365.835
1532400.~56
1532419.455
1532512.911
1532'513.850
1532512.911
1532433.684
1532/165.137
1532443.236
1532534.263
1532419.689
15321120.1101
1532/144.360
1532/127 .1169
1532406.37U
1532362.3"(5
1532610.916
1532255.85'(
1532364.810
-1'].-
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-
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-
-
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...
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USED POINTS ;)
IN COiJRDINATE TABU: "C"P514" '1
z PREPARED i3Y: AUBRt:Y PALMt:H 7/10/8"( J
:f~ e
-------------------------------------------------------------------------------- .;!
I-ffi F H0l1 1/1 TO I; 1000. ,,'
a: .~
< POINT NORTHING EASTING POINT NORTHING EASTING
Wu --------------------------------------------------------------------------------
...Jo' -------------------------------------------------------------------------------- ;j
UOi 101 379876.329 1532415.381 102 379tl86.298 1532416.164 "
enw 103 379863.305 1532618.298 104 38'0685.516 1532673.882 J
-' 1-1 105 380113.262 1532686.008 106 380154.944 1532437.541 :l
enu. 107 3800911.946 1532436.170 108 380083.749 1532674.957
-01 '/
w>1 10';1 3tl0145.142 1532646.582 110 3tlO075.466 1532659.470 I
::E I- I
<-I 11 1 380153.401 1532662.601 112 3825111.678 1535089.198 i
a:...J
u.< 113 383512.794 1529797.10"( 114 3'79il61.965 1532149.536 f
en::l 115 379911.559 15321138.980 116 379911.719 1532431.983
_c j
:c ~l 117 3"(9919.93il 1532361.150 118 379919.687 1532372.153
I-:t'
ZI- 119 379895.543 1532334.906 120 3"(9891.548 1532334.705
;:0 121 379882.030 15321165.213 122 379895. "(72 1532234.319
Z 1-; 123 379879.860 1532133.594 124 379892.82"( 1532306.626 I
:g ~I 125 379tl72.845 1532305.812 126 379tl79.458 1532371.232 1
::l 1:,) 127 379885.064 1532431.373 128 379'751.217 1533026.242
uU)'
0- 129 379931.380 1533030.464 130 379897.792 1532969.b65 '1
oen 131 379768.555 1532966.636 132 379800.516 15328111.484 1 .
Ww I
:cu 133 3d006tl.337 1533003.660 134 379403.849 153298Cl.094
~~i 135 380023.218 1533002.610 200 379852.591 1531804.365
w~! 201 3"(9933.11;9 1532974.004 203 380077.452 1532951.888
u-' 204 3tl0475.652 1533684.149 205 379600.965 1533341.570
~:J:t 206 3"(9641.350 153324'(.448 207 379679.606 1533146.242 I
0'"" 208 379710.793 1533051.197 209 379751.626 1532993.627
Z ,;
210 379?34.173 1532972.601 211 379756.020 1532943.314
212 379'(82.435 1532893.738 213 379'f71 .129 1532883.182
214, 3'797'( 1.805 1532837."(14 215 37Y766.412 1532854.88"(
216 379813.7112 1532068.891 217 3'f9841.441 1532865.584
21<3 3'('1043.4tl6 1532851.n6 219 37981j2.789 1532839.144
220 379860.1149 1532878.568 221 379915.860 1532926.156
222 379052.')03 1532tl3:5.1711 223 37')870.711 1532836.318
224 3'(98111.369 1532827.838 225 379947.420 1532873.036
y 22G 3'(995').201 15321159.212 22"( 3'79905.775 1532tl21 .486
228 379861.773 1532781.831 229 379839.333 1532743.471
230 3'('9807. '(20 1532'(41. "794 231 3"(9812.605 1532"(ltl.297
0 232 379799. /113 1532721.768 233 379797.356 1532690.046
234 379il06.406 1532681.154 235 379824.0611 1532645.261
236 3'79804.653 1532641.210 237 379779.831 1532726.856
23U 3'{"J"(63.591 1532"(03.654 239 379784.670 1532656.511
2110 379'779.596 15326411. 5/11 241 379791.435 1532650.250
242 3'(Y8HJ.0\12 1532606.9"(0 243 379832.242 1:>325139.851
2iILI 379808.580 1532535.338 245 379820.972 1532536.982 I
0 2116 3'(9826.5<)'( 1:>32:;37.156 2 Lj"( 37\18/j8.055 1532541.823 0 0
248 379853.810 15321113.15'( 21lSl 379838.835 1532379.601
250 3'(9b4/1.292 1532269.728 251 379862.974 1532W(3.423
25;: 3'791308.745 1532'165.2111 253 379815.427 15321167.002
251j 3'(9l.l1l5.12d 1532596.635 2% 37984~1.()26 1532637.264
256 379(142.9211 1532636.273 257 3798511.510 1532664.322
25tl 3798'(5.619 1532673. '('(6 259 3'(9964.9'(6 1532680.050
260 3801/l9.111O 1532687.44';1 261 380120.1101 1532672.655
262 3tlO116.tl05 1:>320'(2.8115 263 380116.671 1532"(03.690
264 3,(99116. '(3/1 1532698.6/jQ 265 3'79871.029 1532690.372
(" . 'O"e"---- .e e (~-) . . 10 32 X I 0
(' .
--
_......~ll.,__ -- , _L_......JI!i_~ -, - -----}'............-~ -,- -""
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,-
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USED POINTS
IN COORDINATE TABLE "CRP514"
PREPARED BY: AUBREY PALMER
FROM #1 TO #1000.
POINT NORTHING
EASTING
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
BASTING
266 379Cl49.133 1532698.125
268 379888.618 1532661.499
270 379994.429 1531360.475
272 379910.594 1531610.871
274 379865.277 1531781.670
276 379854.612 1532016.355
2'(8 379846.892 1532202.324
280 379829.953 1532107.521
282 379tl30.136 15320"(3.429
284 379911.747 1532857.969
286 379887.304 1532tltl9.6bO
288 380168.720 1533259.356
290 3d01j55. '{57 1533682.102
292 380351.960 1533462.302
294 380365.710 1533422.293
296 380508.260 1533707.306
298 300609.234 1533840.96'(
300 380711.9"(2 1533931.368
302 3ClOllll2.662 1534122.266
304 3ClO072.284 1532957.995
306 300201.814 1533090.199
308 380306.376 1533267.631
310 380338. Hi3 1533270.892
312 380313.982 1533269.48'7
314 300326.49'7 153322tl.222
316 380293.260 1533204.1"(9
310 379934.123 1532853.233
330 379807.'(20 1~32741.794
, 332 379'{99.1113 1532721.76tl
4~5 379600.836 1533402.516
r 601 380635.360 1535022.244
603 378100.912 1532330.586
605 380763.373 1532391.432
0 607 3'IY9"(4.463 1535005.669
609 3711652.669 1534972.51ll
611 3'(8046.342 1533643.26:;
613 378766.527 1532345.797
615 3tlOOn .758 15323"(6.220
617 38066'(.269 1534364.617
619 3b0036.105 1533691.063
0 621 380005.2811 1534348.366
623 3786tll . 132 1534315.b58
625 3'(gljQ2.11\l6 1533018.069
627 379417.31';1 1532689.:'39
629 3/J001l2.3411 1532'7011.931
631 3'(9'j2\1 .1138 1532420.9:'9
633 379111 tl. 6"(2 153265Y.564
635 37y415.967 1532719.5111
6n 379405.201 15329511.120
("""0'...--.- C ~= - ,
_1_- ..... _.J>...~ -~.....&.:::ll:..
o
o
..
POINT
267
269
271
273
275
277
279
281
283
285
287
289
291,
293
295
297
299
301
303
305
307
30Y
311
313
315
317
319
331
4511
600
602
604
606
608
610
612
61/1
616
61/,1
620
622
6211
626
628
630
632
634
636
999
c
NORTHING
379837.569
379848.377
379927.147
379883.410
3"(9834.824
379848.495
379822.624
3798"(3.672
379836."(48
3798911.511
379057.2'78
380221.624
380291.004
380324.608
380420.241
380536.120
380700.044
380793.87'(
380002.0118
380140.227
380260.518
380359.629
380324.563
380336.521
380293.362
380270.763
379852.066
379812.605
379Cl19.140
37"(991.771
378212.168
3Cl0895.682
380699.178
379313.566
378019.057
3'(1:30'(3.627
379432.142
380731.275
3793"(2.Cl51
378709.596
379343.208
380066.931
378738.062
300"(47.324
380700.1147
380611B. '(8'7
380080.939
380069.'{II2
382694.503
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PAGE 3
7/18/07
1532'722.473
1531682.437
1531487.005
1531629.053
1531947.264
1532090.335
1532207.252
1532103.623
1532061.8"(0
1532860.409
1532826.378
1533290.215
1533445.174
1533320.251
1533504.501
1533705.117
1533952.753
1534048.B26
1532902.752
1533019.143
15331'76.803
1533262.976
1533293.970
1533251.386
1533222.256
1533178.680
1532796.076
153271t1. 2~i'f
1532686.971
1534955. yI13
1529657.074
1529743.77'7
1533706.991
15349Cl9.094
1534299.604
15329136.925
1532361.009
1533049.211
15336'75.130
1533659.19'1
15311332.112
1533033.641
1533002.497
1532'{20.322
15321150.005
1532688.961
15327311.904
1532973.695
1532577.040
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Construction Staking
And
Material Testing Services
Oak: Bay/Flagler Rd. Intersection
Improvement, CR0738 ,
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CONSULTANT AGREEMENT
FOR
CONSTRUCTION STAKING
AND
MATERIAL TESTING SERVICES
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 PAC - TECH Enaineers. Inc. , whose address is 3721 Kitsap Wav -
suite 4. Bremerton. 98312 , 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
states, 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
necessary to accomplish the construction staking and verify that materials
and construction operations controlled by sampling and testing are in
conformance with construction plans, specifications and contract documents
on this Federal Aid project No. RS-P161(OOl), entitled Oak Bay / Flagler
Road Intersection Improvement, CR0738, 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 staking and testing work for the project and
WHERE~S, the Consultant has represented and by entering into this Agreement
now represents, that he is in full compliance with the statutes of the State
of WaShington, and that all personnel to be assigned to the work required
under this Agreement are fully qualified to perform the work to which they
will be assigned in a competent and professional manner, being familiar with
the methods and procedures involved in construction operations so that the
Consultant 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 conditions set forth below.
Oak Bay / Flagler Rd. Intersection Improvement, CR0738, Page 1 of 13
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NOW, THEREFORE, in consideration of the terms, conditions, covenants and
performances contained herein below, the parties hereto agree as follows:
I
OBJECTIVES AND SCOPE OF WORK
The objective of the Agreement is to provide construction staking and
material testing services necessary for the construction and enforcement of
all specifications and other documents governing construction operations for
the Project as described in the attached Exhibit "B."
The scope of work shall include all services, labor, tools, equipment, and
materials necessary or incidental, to accomplish the work as indicated in
attached Exhibit "B":
CONSTRUCTION STAKING:
The construction staking shall consist of laying out all necessary
centerlines, clearing limits, slope stakes, drainage structures, grade
stakes, referencing, etc., required to maintain job alignment and grade
control. Measurements required for monthly and final estimates, and
monumentation of the completed project.
MATERIAL TESTING:
It is imperative that the Consultant keep the Agency informed of test results
at all times. If material being used does not meet the requirements of the
specifications, the Agency must be informed immediately that it is
unacceptable, so that corrections may be made. The Consultant must prepare
a testing schedule in accordance with standard practices of the AGENCY.
Procedures shall be consistent with the provisions of the current edition of
the Materials Laboratory of the Department of Transportation, Olympia,
Washington and amendments thereto: (e.g.)
1.
The testing schedule shall be prepared with such provision and in
such detail as to permit reasont/ble assurance that the work,
materials, rate of progress and quantities comply with the contract
for construction and other purposes within a degree of accuracy
acceptable to the Agency. The methods of tests and procedures
which apply shall be furnished by the Agency when requested for
each project as may be required.
Inspections, tests, measurements or other acts or functions
performed by consultant personnel are recognized as being for the
sole purpose of assisting the Agency. All work done and all
materials furnished shall be subject to inspection by the Agency.
At all times during construction the Agency shall have access to
the work, and shall be furnished sufficient, safe and proper
faci 11 ties for ascertaining that the tests furnished and work
performed are as required by the contract. The Consultant shall
furnish such samples of materials used or to be used in the
construction as may be required to ensure conformance with the
contract plans and specifications.
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Oak Bay / Flagler Rd. Intersection Improvoment, CR0738, Page 2 of 13
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3. The Consultant'shall furnish such labor ~.d facilities as may be
required to enable the Consultant to make a thorough inspection
and culling of the materials. The devices shall be capable of
safely and conveniently obtaining representative samples of
materials being produced or conveyed. The design and operation
of sampling equipment shall be approved by the Agency before the
acceptance of any test results produced for the construction
operation.
4. Failure or neglect on the part of the Consultant to condemn
unsatisfactory material or reject inferior workmanship will in no
way release the Consultant, nor shall it be construed to mean the
acceptance of such work, nor shall the final acceptance bar the
Agency from recovering damages in case of fraud was practiced, or
for defective work resulting from the Consultants dishonesty. No
compensation will be made for defective work or materials.
5. Samples will be secured and tested whenever necessary to determine
the quality of th":C material. Examination, tests and representative
samples at the frequency required by the Agency , shall be
submitted prior to incorporating the material in the work. Unless
otherwise authorized by the Agency, only samples taken by the
Consultant will be accepted.
6. The Consultant shall furnish such pertinent information reports
and data with respect to the testing of materials as the Agency
may request. In performance of the Consul tants work, the
assistants and inspectors may call to the attention of the
Contractor any faulty work or materials or infringements of the
terms of the contract, however, the Consultant is not authorized
to approve or accept any work or materials or to issue instructions
or advice contrary to the contract. Work done or material
furnished which at any time is found not to conform with contract
requirements shall be immediately reported to the Agency. The
Agency will have the authority to approve or accept any work or
materials furnished.
The Consultant shall perform all work described in this Agreement necessary
to complete testing of the project to conform with the policies and standards
set forth in Section II.
The Consultant shall prepare such information and tests as may be pertinent
and necessary, or as may be requested by the Agency, in order to pass
judgment on the features of the work. The Consultant shall make such minor
changes, amendments or revisions in the detail of the work as may be required
by the Agency. This item does not constitute an "Extra Work" item as related
in section X of the Agreement. When alternatives are being considered, the
Agency shall have the right of selection.
The Agency shall supervise construction staking and testing services,
including the review and approval of all acceptance, testing and materials
during construction, as required. However, the Consultant, when requested
by the Agency, shall without additional compensation give general advise
and make visits to the site for explanation of staking and testing, and to
generally review the project.
Oak Bay / Flagler Rd. Intersection Improvement, CR0738, Page 3 of 13
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T~e staking performed aud the tests prepared by tJ~consultant under this
agreement 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 the work, even though the work has been accepted by the
Agency.
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~~ ~The Agency will designate the basic premises and criteria for the staking
.~ and testing. Reports, forms and plans, to the extent feasible, shall be
...J I- developed in accordance with the latest edition and amendments of the
~ :5 fol.lowin9:
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STAKXNG AND TESTXNG CRITERXA
1.
washington state Department of Transportation/American Public
Works Association (WSDOT/APWA), "standard specifications for Road
Bridge and Municipal construction."
2.
WSDOT/APWA, "standard
construction."
Plans
for
Road,
Bridge
and
Municipal
3.
Washington state Department of Transportation,
Manual."
"Highway Design
American Association of state Highway and Transportation Officials,
"standard specifications for Highway Bridges."
4.
"Bridge Design
5.
Washington state Department of Transportation,
Manual, Volumes 1 and 2."
6.
Washington state Department of Transportation, "Material Laboratory
outline. " '
7. FHWA and washington state Department of Transportation, "Manual
on Uniform Traffic control Devices for streets and HighWays."
8. washington state Department of Transportation, "construction
Manual."
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9. Washington state Department of Transportation, "Local Agency
Guidelines."
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standard tests prepared by the Agency and furnished to the consultant shall
be used as a guide in all cases where they fit testing conditions.
XIX
XTEMS TO BE FURNXSHED TO TIlE CONSULTANT BY TIlE AGENCY
The Agency will furnish the consultant copies of plans, specifications,
profiles, cross-sections, field notes, methods of tests, procedures, formS,
or documents which are available to the Agency that will facilitate the
construction staking, monumentation and preparation of the tests and studies
within the limits of the project.
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oak Bay / Flagler Rd. xntersection x.provement, CR0738, Page 4 of 13
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1. Contract Plans, specifications, Earthwork, Field Notes, and ~
sections.
2. Forms for tests to be accomplished, (See Exhibit "B").
3. Access to required manuals, etc.
IV
DOCUIIENTs TO BE FURNISHED BY THE CONSULTANT
The following documents, exhibits or other presentations for the work Covered
by this Agreement shall be furnished by the Consultant to the Agency upon
completion of the various phases of the work. All such material, including
photographic negatives used in the project, shall become and remain the
property of the Agency and may be used by it without restriction. Such
unrestricted use not occurring as a part of this project, shall be without
liability or legal exposure to the Consultant.
Records and Reports including but not limited to:
Staking Field Notes
Daily report
Inspectors record of field tests
preliminary samples and tests
Acceptance samples and tests
Form letters
Material certification
Approval of source
Manufacturers certificate of compliance
Pay notes
Also to include various forms provided by the Agency for their use in keeping
records of construction activities for various phases of 'the work.
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.
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~ 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.
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PAYMENT
The Consultant shall be paid by the Agency for completed work for services
rendered under this Agreement as provided hereinafter. Such payment shall
be full compensation for work performed or services rendered and for all
labor, materials, sUpplies, equipment and incidentals necessary to complete
the work. The Consultant shall conform with all applicable portions of 48
CFR 31.
A. Cost Per Unit of Work
1. When Jefferson County requests that a project be undertaken, the
Consultant shall prepare a fee proposal based upon a typical Scope
of work. Upon agreement by Jefferson County and the Consultant
upon a scope of work and related fee, a maximum encumbrance,
inclusive of expenses, will be established, to serve as a maximum
amount payable for the project. For accounting purposes, the
Consultant will be paid by itemized invoice for work done, based
upon mutually agreed unit rates listed in exhibit "A" for the work
defined in Exhibit "B". The listed rates shall be applicable
throughout the life of this agreement. The rates are inclusive of
actual salaries, overhead, profit, tools, materials, and equipment
necessary or incidental for the completion of the Agreement work.
Costs for each Unit of Work are listed in Exhibit "A".
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2. The total amount payable by Jefferson County to the Consultant
under this Agreement is estimated to be Twentv-one Thousand,
Seven Hundred Thirteen and NO/100 Dollars , ($21.713.00), unless
a supplemental agreement has been negotiated and executed by the
Agency prior to incurring any costs in excess of the maximum amount
payable.
The Consultant may submit invoices to Jefferson County not more
often than once per month during the progress of the work for
partial payment of work completed to date. The invoices will
indicate the units of work completed each day during the invoice
period in addition to the previous total. 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. Such invoices will be checked by Jefferson County
and payment will be made in full for the amount thereof as has been
found to represent the value of the completed work, less the
amounts previously paid.
3.
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The Consultant and its sub-consultants shall keep available for
inspection, by representatives of Jefferson County, the State and United
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s'tates, for a per.....,d of three years after 1_.lal. 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
resol.ved. 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 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 empl.oyee interviews.
Acceptance of such final payment by the Consultant shal.l constitute a
release of all. claims of any nature which the Consul.tant may have
against the Agency unless such claims are specificall.y reserved in
writing and transmitted to the Agency by the Consul.tant prior to its
acceptance. said final payment shall not, however, be a bar to any
claims that the Agency may have against the Consultant or to any
remedies the Agency may pursue with respect to such claims.
VII
EMPLOYMENT
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 viol.ation 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 Consul. tant 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.
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., The Consultant shall nL_ engage, on a full or pa{_,"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
compensation; selection for training; rendition of services. The CONSULTANT
understands and agrees that if it violates this Non-Discrimination provision,
this AGREEMENT may be terminated by the Agency and further that the
CONSULTANT shall be barred from performing any services for the Agency now
or in the future, unless a showing is made satisfactory to the Agency that
discriminatory practices have terminated and that recurrence of such action
is unlikely.
During the performance of this Agreement, the consultant, for itself, its
assignees and successors in interest, hereinafter referred to as the
"CONSULTANT," agrees as follows:
A. COMPLIANCE WITH REGULATIONS: The Consultant will comply with the
regulation of the Department of Transpo=tation 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 procurement of
materials and leases of equipment. The Consultant will not participate
ei ther 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.
Wi thholding of payments to the Consultant under the Agreement
until the Consultant complies and/or
Oak Bay / Flagler Rd. Intersection Improvement, CR0738, Page 8 of 13
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or part.
D. SOLICITATIONS FOR SUBCONTRACTORS. INCLUDING PROCUREMmI~ OF MATERIALS
AND EQUIPMENT: In all solicitations, either by competitive bidding or
negotiation made by the Consultant for work to be performed under a
subcontract, including procurement of materials or equipment, each
potential subcontractor or supplier shall be notified by the Consultant
of the Consultant's Obligations under this contract and the 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 eA) through eE) in every subcontract, including
procurement of materials and leases of equipment, unless exempt by the
Regulations or directives issued pursuant thereto. The Consultant shall
take such action with respect to any subcontract or procurement as the
Agency may direct as a means of enforcing such provisions, including
sanctions for noncompliance; 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 :EN WORK
The Consultant shall make all such revisions and changes in the completed
work of this Agreement as are necessary to correct errors appearing therein,
when required to do so by the Agency, without additional compensation.
Should the Agency find it desirable for its own purposes to have previously
satisfactorily completed work or parts thereof revised, the Consultant shall
make such revisions, if requested and as directed by the Agency in writing.
This work shall be considered as Extra Work and will be paid for as provided
in Section VI.
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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
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The right is reserved by the Agency to terminate the Agreement in whole or
in part at any time upon ten (10) days written notice to the Consultant.
If this Agreement is terminated in its entirety by the Agency for its
convenience, a final payment shall be made to the Consultant which, when
added to any payments previously made, shall total the actual costs plus
the same percentage of the fixed fee as the work completed at the time of
termination is to the total work required for the Project. In addition, the
Consul tant shall be paid for authorized extra work completed. If the
Agreement is terminated in part, payment shall be made to the Consultant
for the actual costs incurred for deleted work at the time of termination
plus the same percentage of the 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 tho 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
Oak Bay I Flagler Rd. Intersection Improvement, CR0738, Page 10 of 13
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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 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 shall not constitute a waiver
by the Agency of the remedies of any type it may have against the Consultant
for any breach of this Agreement by the Consultant, or for failure of the
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.
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LEGAL RElATIONS
The consultant shall comply with all Federal Government, state and local
laws and ordinances applicable to the work to be done under this Agreement.
This contract shall be interpreted and construed in accordance with the laws
of Washington.
The Consultant, its successors or assigns, will protect, save, and hold
harmless the Agency and their authorized agents and employees, from all
claims, actions, costs, damages, or expenses of any nature whatsoever by
reason of the alleged negligent acts or omissions of the Consultant, its
sub-consultant, assigns, agents, contractors, licensees, invitees, employees,
or any other person whomsoever arising out of or in connection with any acts
or activities authorized by this Agreement. The Consultant further agrees
to defend the Agency and their authorized agents and employees in any
litigation, including payment of any costs or attorney's fees for claims or
action commenced thereon by reason of the alleged negligent acts or omissions
of the Consultant, its 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 Consul tant, 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 anyone
person and ,$300,000 for death or injury to two or more persons in anyone
occurrence and $50,000 for Property Damage in anyone occurrence with any
aggregate Property Damage coverage of $100,000 for two or more occurrences
from an insurance company authorized to do business in the state of
washington.
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.
Oak Bay / Flagler Rd. Intersection Improvement, CR0738, Page 12 of 13
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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.
XVI
COMPLETE AGREEMENT
This document and referenced attachments contains all covenants,
stipulations, and provisions agreed upon by the parties. No agent, or
representative of either party has authority to make, and the parties shall
not be bound by or be liable for, any statement, representation, promise, or
agreement not set forth herein. No changes, amendments, or modifications of
the terms hereof shall be valid unless reduced to writing and signed by the
parties as an amendment to this agreement.
XVII
EXECUTION AND ACCEPTANCE
This Agreement may be simultaneously 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.
CONSULTANT:
BYCM- ~ ~
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Dept. of Revenue Reg. No. C ~ C1 04- 2 a. 0.3 6'
Federal I.D. No.
9/- /1~0379
AGENCY: .A':f'
Board of County Commissioners: _ ~~~ (!." ~-<.""" ---
Ge ge C. Brown, Chairman
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EXHIBIT "An
COSTS PER UNIT OF WORK
CONSTRUCTION STAKING 61 SURVEYING:
Description of Work Unit of Work C'.)st/Unit
Two Man Survey Crew Hour $ 70..0.0.
Three Man Survey Crew " $ 10.0..0.0.
Principle Surveyor " $ 60..0.0.
Survey Technician " $ 41.0.0.
IlATElUAL TESTING 61 SAMPLING:
Description of Work Unit of Work Cost/Unit
AGGREGATES:
a. Gradation Each $ 50..0.0.
b. Specific gravity $ 38.0.0.
c. Sand equivalent $ 50..0.0.
ASPHALT CONCRETE PAVEMENT:
Completed Mix:
a. Asphalt content, $ 65.0.0.
Gradation (Extraction)
b. Fracture $ 27.50.
c. Moisture $ 20..0.0.
d. Specific gravity for $ 50..0.0.
Bituminous Material(Rice density)
e. Marshall Method $ 87.0.0.
Oak Bay I Flagler Rd. Int., CR0738, Exhibit "A", Page 1 of 2
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Completed Mix:
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COtIPACTXON
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Engineering Technician Hour
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EXHIBIT "B"
DESCRIP'l'IOH OF PROPOSED WORl{
OAK BAY / P'LAGLRR ROAD nn'ERSECTIOH :INPROVEHENT
PROJECT HO:CR0738
FEDERAL AID PROJECT 110: RS-P161t001l
CONSTRUCTIOlf STAKING " SURVEYING:
In order to insure that the project is constructed at the proper
location and grades, the project requires construction staking and
surveying. It is incumbent on the Consultant to provide
construction staking and surveying in accordance with all contract
documents and applicable manuals, in the same manner as the Agency
woulA stake and survey the project with its forces. The major items
and features that require staking and surveying are as follows:
CEN'l'ERLINES :
Right of Way Centerline
Construction Centerline
CLEARING LIMITS
SLOPE STAKES
DRAINAGE STRUCTURES
CROSS-SECTIONS FOR CALCULATING PAY QUANTITIES
MEASURMENTS FOR PAY QUANTITIES
SUB-GRADE STAKES (Slue tops)
GRAVEL BASE GRADE (Yellow Tops)
CRUSHED SURFACING TOP COURSE GRADE (Red Tops)
MONUMENTATION OF CENTERLINE OF RIGHT OF WAY
In addition to the staking and surveying of the above, referencing
of the stakes provided will be necessary in order to reasonably
protect them from being destroyed by the features being constructed
and the construction activity associated with the project.
Oak Bay I Flagler Rd. Int., CR0738, Exhibit "S", Page 1 of 5
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Const~~ction staking, surveying and records shall follow methods
for staking, surveying and record keeping described in the Contract
Documents, in the Washington state Department of Transportation
Standard Specifications for Road, Bridge, and Municipal
Construction, the Washington State Department of Transportation
Construction Manual, and as directed by the Agency.
The Consultant shall be entirely familiar with the specifications
and methods applicable to the work to insure accurate and complete
staking and surveying requirements.
The Consultant shall perform the work in a manner that will
minimize interference and delay for all forces involved. The
Consultant shall devote the attention required to make reasonable
progress on the work and shall cooperate fully with the Agency and
its inspectors. Additionally, any personnel assigned to perform the
work under this Agreement, by the Consultant, that is determined
by the Agency to be incompetent, careless, negligent, or non-
professional shall, upon written request of the Agency, be
immediately removed and replaced. Noncompliance with the Agency
request to remove and replace personnel at any level shall be
groundS for termination of the Agreement (Section XI "TERMINATION
OF AGREEMENT"). It shall be understood that all costs incurred for
construction staking and surveying that exceeds the minimum
requirements or does not meet the Agreement requirements shall be
at the Consultants risk and will not be subject to payment. The
Agency's assistants and inspectors have the authority to reject
and suspend work that is being done improperly, subject to final
decisions of the Agency.
MATERIAL TESTING " SAMPLING:
In order to determine that the materials incorporated in this
construction project meet minimum requirements they will be
required to be tested and sampled. It is incumbent on the
Consultant to prepare a testing schedule and ensure that the proper
number of samples or the required certifications are submitted to
the Agency for approval of materials. The Consultant is required
to perform these tests and interpret the results with an
understanding of certain peculiarities and general performance
characteristics of the materials to be incorporated into thil'l
project. Major construction items or materials deemed to require
quality control testing and sampling are as follows:
AGGREGATES:
Crushed Surfacing Top Course
Gravel Base
Portland Cement Concrete Aggregate
Asphalt Cement Concrete Aggregate
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d. Sand Equivalent
ASPHALT CONCRETE PAVEMENT :
Completed Mix:
a. Nuclear Density Tests
PORTLAND CEMENT CONCRETE:
Completed Mix:
a. Test Cylinders
b. Slump Tests
c. Air Entrainment
d. Cement Factor
COMPACTION
Roadway Embanltment and Cut sections:
a. Proctor Tests
b. Nuclear Gauge Moisture and Density Tests
Backfill:
a.
Proctor Tests
b.
Nuclear Gauge Moisture and Density Tests
Surfacing ( Gravel base, crushed surfacing top course,
asphalt cement pavement ):
a. Proctor Tests
b. Nuclear Gauge Moisture and Density Tests
Job site samples shall be obtained, tested, and recorded following
methods of field and laboratory material testing desoribed in the
Contract Documents, in the Washington State Department of
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Transportation standard Specifications for Road, Bridge, and
Municipal construction, the Washington State Department of
Transportation Construction Manual, the Washington state Department
of Transportation Laboratory Manual, or in the recognized standards
of national organizations. The exact point of acceptance will be
determined by the Engineer.
The Consultant shall be entirely familiar with the specifications
and methods applicable to the work. Before construction begins,
the Consultant shall secure all equipment necessary to carry out
the material testing duties. The Consultant must be equipped with
proper tools, equipment to test the materials, and the facilities
to carry out the work in a proper manner and obtain test results
which are accurate and complete. This equipment shall include but
not be limited to: air and asphalt thermometers, sieves and scales,
tapes and rules, canvas sample sacks, containers for sampling
asphalt, forms, diary book, nuclear density gauge, slump cone, air
meter, etc..
The Consultant will provide to the Agency any certifications of
equipment and its employees for testing of material required for
this project. The Consultant is responsible to verify the
conformance of the material with the contract requirements, upon
such verification the Consultant will route the reports to the
Agency. The Consultant will determine the testing procedures and
tests required for all materials. The Consultant will, for each
material, determine:
a. Whether or not an approval of source is required.
b. Whether or not a preliminary sample is required. If so,
the size of samples needed, and sample if necessary.
c. Whether or not acceptance samples are required, the size
of samples, the minimum sampling and testing frequency
for taking acceptance samples, and test for compliance.
d. If field inspection is required for control of material,
to check stockpiles, and provide conferences with test
results to the Contractor and Agency.
e.
What forms, record keeping, and documentation is required
for each test report, sample or material, and various
reports which are required for certain phases of the
work.
The Consultant shall perform the work in a manner that will
minimize interference and delay for all forces involved. The
Consultant shall devote the attention required to make reasonable
progress on the work and shall cooperate fully with the Agency and
its inspectors. suff icient samples representative of proposed
materials shall be taken to ensure the minimum specification
requirements apply. It shall be understood that all costs incurred
for materials testing that exceeds the minimum requirements or does
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not meet the Agreement requirements shall be at the Consultants
risk and will not be subject to payment. The Agency's assistants'
and inspectors have the authority to reject and suspend work that
is being done improperly, Subject to final decisions of the Agency.
Consultants Duties:
1. Prepare testing schedule. (Record of Materials)
2. See that requirements are met for materials.
3. Watch for changes in material, and test for such.
4. Required sampling of products and materials, screen
analysis, sand equivalent, fracture, moisture, etc.
5. Advise Agency of jOb status relative to materials
compliance.
6. Keep accurate and complete records of field and
laboratory tests.
7. See that both Agency and Contractor are informed of test
results.
8. Enter all pertinent information concerning each days work
in Daily Inspectors Report.
All instructions or advice concerning materials not conforming to
specifications shall be issued to the Agency. Immediately contact
the Agency for further instructions. A diary must be kept, showing
all instructions issued to the Agency or Contractor.
GENERAL :
All work done under this Description of Proposed Work will be in
accordance with the contract forms, plans, special provisions,
specifications, addenda, and other supplemental documents as
essential parts of the contract. The requirements of one is
binding as though occurring in all.
Oak Bay I Flagler Rd. Int., CR0730, Bxhibit .B.~ Page 5 ot 5
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CERTIFICATION
EXHIBIT .C.
Project No. ~
County Jefferson
CERTIFICATION OF CONSULTANT
I hereby certify that I am ,/ tlJneS E, gar", "'I'd and duly
authorized representative of the firm of PAC - TECH Enaineers. Inc.
whose address is 3721 Kitsac way - suite 4. Bremerton. Washington.
~, and that neither I nor the above firm I here represent has:
(a) employed or retained for a commission, percentage,
brokerage, contingent fee or other consideration, any
firm or person (other than a bona fide employee working
solely for me or the above Consultant) to solicit or
secure this contract.
(b) agreed, as an express or implied condition for obtaining
this contract, to employ or retain the services of any
firm or person in connection with carrying out the
contract.
(c) paid, or agreed to pay, to any firm, organization or
person (other than a bona f1de 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, both
criminal and civil.
8-.30-,99 O~ C. ~
Date V Signature
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CERTIFICATION
BXBIBIT .C.
Project No. CR0738
County Jefferson
CERTIFICATION OF AGENCY OFFICIAL
I hereby certify that I am the Agency Official of the County
of Jefferson Wa~hington and that the above consulting firm or his
representative has not been required, directly or indirectly as an
express or implied condition in connection with obtaining or
carrying out this contract to:
(a) employ or retain, or agree to employ or retain, any firm
or person, or
(b) Payor agree to pay to any firm, person, or organization,
any fee, contribution, donation or consideration of any
kind, except as here expressly stated (if any).
I acknowledge that this certificate is to be available to the
Federal Highway Administration, U.S. Department of Transportation,
in connection with this contract involving participation of
Federal-aid highway funds and is subject to applicable state and
Federal Laws, both criminal and civil.
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SUB.TOTAL . 30,460.00
'COHTINOENCII!S .
ORAND TOTAL . 30,460.00
'II._NO. ."OJ&CT NO.
CR0738 RS-P16l (001)
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CONSULTING SERVICES
DIAler SALARY COST lC.........:
MAN. AVERAGE ESTlMA TjOD
.REAKOOWN O~ WORK HOURS RATE OF PAY COST
Principal Surveyor 20 24.00 480.00
Survey Tech. 30 16.00 480.00
Party Chief 220 14.00 ~,080.00
Instrument Man 220 12.00 b,640.00
Rod/Chain Man 70 10.00 700.00
Administrative Support 20 10.00 200.00
TOTALS - 580 :.','.':", s 7 580.00
OVERHEAO COST (l"cludln. PIV,OIllddltiwtl
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.12,130.00
NET FEE
. 2,950.00
O'RECT NQN,SALAAY COST:
A. TAAVI.... AND PCR DIEM
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c. COM~TaA E)(P!NS,
O. COMMUNICATION
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TOTAl.
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AGINCY
Jefferson County Public Works Dept.
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Road Intersection Improvement
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CONSULTING SERVICES
DIRlcr SALARY COST Ie........':
DREAKOOWN OF WORK MAH. AVERAGE nrlMAr.EO
HOURS RATE OF PAY COST
Principal Surveyor 16 25.00 400.00
Survey Tech. 20 15.00 300.00
Party Chief 160 14.00 2.240.00
Instrument Man 160 12.00 1,920.00
Rod Man 40 10.00 400.00
Secreterial 10 10.00 100.00
TorALS - 406 ," ': ,"',', ':/".' ',", S 5 ,360. 00
OVERHEAD <':OST flncludl"lPlVroU eddltiwtl
140
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S7,504.00
S 1,930.00
NErFEE
DIRECT NQN,SALARY COST:
A. TAAVIU,. AND NA 011"
e. AI:~"OOUCTION l)CIlEHSES
C. COMPUTllA E)(PeNS'
D. COMMUNICATION
I. SAMPL.,INQ AND TISTINa
f'. OUTSIDe CONSULTANT'
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. 500.00
. 100. 00
. 100.00
100.00
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IUB.TOTAL
s22.594.00
'CONTINOENCIIS
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GRANO TOTAL
I 23.000.00
AGeNCY
"'L. NO.
'''OJCCT NO.
Jefferson ~ounty Public Works
'RoaCT "'Le
RS-P161 (001)
CR0738
Improvement
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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. Rowa, P.E" DI,actor
Robe,t G, Nesbitt, P,E,. County Englnee,
August 17, 1990
Lakeside Industries, Inc.
P.O. Box 728
Port Angeles, WA 98362
Attn: George Peabody
Re: Oak Bay Rd. Flager Rd. Intersection improvement, CR0738, F.A.
Number RS-P161(001), Notice of Substantial Completion
George:
You are hereby notified that the Contract was sUbstantially
complete on August 17, 1990. According to the Standard
Specifications section 1-08.9, the Contractor is responsible to
pay liquidated damages for overruns in contract time occurring
after the substantial completion date. The liquidated damages shall
be assessed on the basis of direct engineering and related costs
assignable to the project until the date of actual completion of
all the contract work.
If you have any questions, do not hesitate to contact me.
Sincerely,
~.~
Tom Morello
Project Engineer
xc: ~0738".corresF
PWA02
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AFFIDAVIT OF AMOUNTS PAID
DBE/MBE/WBE PARTICIPANTS
CONTRACTOR
ADDRESS
P. O. Box 1379
STATE ZIP
DATE
April 22, 1991
LAKESIDE INDUSTRIES
CITY
98009
WA
HIGHWAY NO,
DISTRICT NO.
Bellevue
STATE CONTRACT NO
FEDERAL-AID PROJECT NO.
___.RS-P16!~g_Q.!L.____
Cilitl738
-DESCRiPTioN (INCLUDE JOB TITLE)
___Q~~_~~Y-R9~~~~~ Rd. I/C Improvement
CONTRACT BID PRICE OBE/MBE CONDITION OF AWARD
waE CONDITION OF AWARD
$ -0-
$ 263 665.61
$
2 836.32
08E,
MSE or
WBE
ETHNIC CONTRACT
CODE TYPE
BIT ITEIII
NO.(S)
AMOUNT PAID PARTICIPANTS
S
DDE/USE/WBE PARTICIPANT
NAME AND ADDRESS
Apply-A-Line, Inc. DBE 0 S 3,24.25. $1,914.32
106 Frontage Road North 26,27,28 29,
Pacific, WA 98047 & 39
Fuji Industries DEE A S 21 $1,336.00
P. O. Box 757
Milton, WA 98354
ETHNIC COOE:
D .. Dltlck
ti .. U,.panlc
A .. AIlnnAmCtticnn
CONTRACT TYPE:
TofALOBEiMIiE-P^R-TICIP^TION AtHiEllfa
$ 3.250.32
TOTAL woe PARTICIPATION ACHIEVED
$ -0-
I . Ame,lclln Indlll" and
"Iukan Na!l\lt!
O. Othor
5 A Subconlraclo,
M . MalMl.1 Supplie'
JV .. Jolnl Venlure
AFFIDAVIT
/, rhe undorslgnod. do hereby cortify IhBr In connection wllh a1/ work on 'he projecl for which Ihis stolement Is submllred. eoch
DBE IMBE I WBE porl/clponr conlrncred by mo hBve beon paid the amounts shown 'or bid 110mB. or porlions thoroo' listed,
W~'R. Waggoner,
Controller
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0:. "1' ", '. r'" " 0, ::J:: X _'_ .. . __ _.' _ - -.. ___.._____Nolnry Public In .nd lor Iho Slnlo 01 WBBhlnglon
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PUlj Cno,,--Pinlc
Cnn',ar.lor _Ooldllnrod
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THIS FORM IS REQUIRED WITH THE FINAL ESTIMATE PROM THE
PRIME CONTRACTOR ON ALL PROJECTS
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WASHINGTON STATE
DEPARTMENT OF
TRANSPORTATION
HEADQUAREBS
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FINAL .CONTRACT VO.UCHER "CERTlFICA'T10N
013-6Ol;SCI
CONTRACTOR LriKesJ Pb IN D<.Js712JE>
ADDRESS -P,n. ~ 728
CITY 'RrJ12T /4#{'.,..A7.r.::s STATE 1..tJr'1
~.
&nrf8 Project Number
98S"-z.. DATE
/0/22-/90
/
Job Description (TItle):
(t)~1L 8A+' -PUU;'U:n2- eD. .I/JTClZSe:LTlO7V /.I'?PJzOVG)"?~r
DATE WORK COMPLETED:
q 17/'10
,
FINAL AMOUNT $ 7Lo'i I f7 .qz.,
CONTRACTOR'S CERTIFICATION
x
I, the undersigned, having first been duly sworn, certify that the allached bill Is a proper charge for work performed and
material furnished to the State of Washington; that the same or any part thnreof has not been paid; and that I am authorized to
sign for the claimant; that In connection with 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 statement showing all the monies due me from the State of Washington under this co~.
tract; that I have carefully examined said ,final estimate and understand the same and that I hereby release the State of
WaShington from any and all claims of whatsoever nature which I may have, arising out of the performanC~e,?!,~~!~,~~.ntract.
which are not set forth in said estimate, .:-~.::'~, ',~IH/! c' 11<:,
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"Jl)""'1 :tJ\.'i :0."' ....._- ~ .:
Notary Public in and for thelslll{tl~c';I;YP~~OD'7-
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residing at
DEPARTMENT OF TRANSPORTATION CERTIFICATION
I cortlly tho ~ltaChOd.. linn! ostlmalo 10 bo baSOd~
upon oc'uo' moasuromonts, and to bo Iruo ond ~
:rp~~ ~ APPROVED O;TE _ ~
., - w, HEADQUARTERS USE ONLY' E:"'CJ'ADMI~J.TAAfOn
Dato of
Accoplanco
By X
INSTRUCTIONS
This Final Conlract Vouch or Corllflcalfon Is to bo propared by tho Engineer and lho original and first copy forwardod \0 Head-
quartors for occoptanco and paymanl,
Tho Affidavit of Wagos Paid must bo proparod by tho primo contraclor, all subcontraclors and all subcontractor's agonts and
forwardod wllh lho Final Conlracl Vouchor Corllflcallon,
Contractors Claims, If any, must ho Includod and tho Contraclors Corllflcallon musl bo labolod Indlcallng a claim attachod,
oar rOAM 13~Ul'l
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CERTIFICATION-" OF MATERIALS
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SECTIONI"JrJ/l E.rl'r - ~LflC-l ~-K JurEk'S, CONTRACT NO, lie 07"3 ?,
CHECKLIST FOR PROJECT CERTIFICATION
LJ
REQUEST FOR APPROVAL OF MATERIAL SOURCES WAS SUBMITTED FOR ALL ITEMS LISTED ON THE RECORD
OF MATERIALS AND AS REQUIRED BY CHAPTER 9.4 OF THE CONSTRUCTION MANUAL,
o
ALL PRELIMINARY SAMPLES REQUESTED BY OR FOR APPROVAL OF SOURCE WERE SUBMITTED AND
APPROVED OR AN ALTERNATE APPROVED MATERIAL OR PRODUCT WAS USED,
o
ALL SAMPLES AND DOCUMENTATION INCLUDING SHOP DRAWINGS, MILL TEST CERTIFICATES, ETC.. AS
REQUIRED BY THE RECORD OF MATERIALS WERE SUBMITTED AND SUBSEQUENTLY APPROVED.
o
IF JOB QUANTITIES DIFFERED FROM THOSE LISTED ON THE RECORD OF MATERIALS, ACCEPTANCE AND
ASSURANCE SAMPLES WERE TAKEN AT THE FREQUENCY LISTED IN CHAPTER 9.5,7 OF THE CONSTRUCTION
MANUAL,
o
ALL ITEMS REQUIRING INSPECTION AT THE POINT OF FABRICATION WERE SO INSPECTED AND WERE
ACCEPTED AT THE JOBSITE BY THE PRESENCE OF AN APPROVED STAMP, STICKER. TAG OR MARK,
MATERIALS ACCEPTANCE REPORTS HAVE BEEN ISSUED BY THE INSPECTOR FOR ALL FABRICATED ITEMS,
o
ALL ACCEPTANCE SAMPLES MET SPECIFICATION REQUIREMENTS OR THE MATERIAL WAS ACCEPTED
ACCORDING TO PROCEDURES LISTED IN CHAPTER 9'5,4 OF THE CONSTRUCTION MANUAL,
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MAJOR MATERIALS OF ITEMS ADDED BY CHANGE ORDER AND/OR NOT LISTED ON THE RECORD OF
MATERIALS WERE ACCEPTED IN ACCORDANCE WITH PROCEDURES LISTED IN CHAPTER 9 OF THE CONSTRUC,
TION MANUAL,
o
ACCEPTANCE TEST RESULTS AND PROCEDURES OF FIELD PERSONNEL WERE TRUE AND ACCURATE AS
EVIDENCED BY FAVORABLE COMPARISONS BETWEEN FIELD (ACCEPTANCE) AND LAD (ASSURANCE) SAMPLE
RESULTS,
ANY "NO" ANSWERS ON THIS CHECKLIST MUST BE FULLY EXPLAINED AND DOCUMENTED, ATTACH TEST REPORTS
REPRESENTING NONSPECIFICATION MATERIAL AS WELL AS AN EXPLANATION OF 'THE CIRCUMSTANCES LEADING TO ACCEPTANCE
OF SAIO MATERIAL, ALL 8 ITEMS MUST BE COMPLETED BEFORE THE PROJECT CAN BE CERTIFIED,
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DATE
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DISmI8UTION:
WHlTI-HlADDUARTIRS MATS LAD
PINK-DISTRICT MATS INOR.
CANARV-DIST, CONST. INOR,
OOl.DINROO-PRDJIICT INOR,
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JEFr(~SON COUNTY PUBLIC WORKS D~~RTMENT
CONTRACT CLOSURE / RETAINED RELEASE SCHEDULE
Job No.CtZ073'B F.A. No. (ZS-PI(g{(ooJ) S.A. No. SI<}I'Z"?"Z--
Job Title: O.4IC. "BR"'f - PLf'1G<...f::7c /GD /^,T&1?~ eCJ170:0
...k " q,/o'lo., / S'~9"1" e
Road/Facility Name: nl'1'lt? B~ IC--D Road Number: CjC;77r.>7
Contractor: ~SlDe /Nl:::JUS7K':/t:-<;;' .//VC.
Address: F:O. i30}c' 7Z 'B
City: ?oiZT A?I&el-e"<, State: lAm Zip: ~~3G, z.-
Project Coordinator: ~~ m012.b"1...LC:>
Document:
Date:
Completion Letter To Contractor
Completion Letter To State Aid, C.R.A.B.,
D.O.E., etc.
Final Estimate To Contractor
otO/17 / q 0
. .
Final Contract Voucher Certification
To Contractor
rei 17 /9 0
. .
~/B /0, 0
10 I 8 I a, 0
/0 /8(90
,
(0/8/90 ~
oIt.""...~~_ t'l:~ -fOIP"" .
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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-Contractors
Notice From Contract Compliance Unit, L & I
Certification From The Dept. Of Revenue
Retainage:
Total Contract Amount
5$ Retained As Per Contraot Documents
Interest on Retained Amount
Sub Total ( Retainage plus Interest)
Total Liens Against The Retainage *
Total Retoinage Less Liens
Retainage Dispersed to Contractor Date
* Attaoh Lien Detail
I~
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SlIIla of Wnlllnglon
D.~rtm.nt of R.vlnue
Audit Procadural a Admlnlltratlon
Olymple. WaaNngton g8604-OOl1O
600 090 607
Certificate of Payment of State Excise
Taxes by Public Works Contractor
Contractor:
LAKESIDE INDUSTRIES
P.O. BOX 778
PORT ANGELES WA 98362
PWC
82690
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 COUNTY
OAK BAY-FLAGLER RD INTERSEC IMPROVEMT
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,
This certificate Is issued pursuant to the provisions of Chapter 60,28 Revised Code of Washington
for 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-
cise taxes due from said contractor.
This certificate does not release said contractor from liability for additional tax which may be later
detormlned to be due with respect to the above mentioned contract or other activities.
Date at Olympia, Washington. I ;V/S / "l 0
FORM Rnv II OIllI (HI)
STATE OF WASHINGTON
/ DEP~ENT, OF REVENUE
~ // ?tJ./ltU:a..J
, SUE MORRIS
CGrUlvlng OOle..
ROUTINOI Whilu CIIPY-' Di,bu..lnp Om<ur. C:llnll.Y COPy--Cllnlril<lUr,
Pink Copy-- I'lIu, GuldunrlM' C:upy "Sl"'ullll rile,
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STATE OF WASHINGTON
DEPARTMENT OF lABOR AND INDUSTRIES
General Administration Building 0 Olympia, Washing,on 98504-1401
905 Plum Street SE, HC-214
Olympia. WA 98504
iI E, '"-=_
__ l.
November 6, 1990
NOV 08 1990
JEFFERSON COUNT
DUBUC WORKc nr."
Jefferson County Public Works Department
1820 Jefferson Street
Port Townsend, WA 98368
ACCOUNT 10: 700,227-00-2
lakeside Industries
Contract No. CR0738
Gentlemen:
Please"'lie advised that the Department of labor and Industries does hereby
release Jefferson County from any further liability pursuant to RCW 51.12.050
and RCW 51,12.070 as would otherwise incur in connection with a contract calling
for asphalt paving of Oak Bay Road and Flagler Road Interchange.
This certificate does not release lakeside Industries 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.
~erY u
~ .'
orlaug
Administrative Assistant
Contractor Compliance Unit
Phone: (206) 753-4398
CCUI: 41. 1 w42
cc to
lakeside Industries
P.O. Box 1479
Bellevue, WA 98009
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PRODUCER
HURLEY ATKINS & STEWART
1800 NINTH AVE #1500
SEATTLE WA 98101
CODE
COMPANY A
LETTER
COMPANY
B
LETTER
COMPANY C
LETTER
COMPANY 0
LETTER
COMPANY E
LETTER
SUB.CODE
INSURED
LAKESIDE INDUSTRIES
POBOX 1379
BELLEVUE, WA 98009
THIS IS TO CERTIFY THAT THE POl.ICIES OF INSURANCE LISTED eELOW HAVE BEEN
INDICATED. NOTWITHSTANDING ANYREOUIREMENT, TERM OR CONDITION OF ANY
CERTIFICATE MAY BE ISSUED OR MAY PEHTAIN. fHclNSUAANCE AFFORDED S,,.TH LI
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. lIMITS SHOWN MAY HAVE seEN RED
90
THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND ORAlTEA THE COVERAGE AFFORDED BYTHE POLICIES eELOW
COMPANIES AFFORDING COVERAGE
AMERICAN CAS CO OF READING PA
EO NAMED ABOVE FOR THE POLICY PERIOD
OOUMENT WITH RESPECT TO WHICH THIS
o HEREIN IS5UBJECTTOALI. THE TERMS,
PAID CLAIMS.
GENERAL LIADILIlY 800313882
COMMERCIAL GENERAL I..IABIL.\
CLAIMS MADWOCCUA.
OWNER'S & CONTRACTOR'S PAOT
A STOP GAP
PER P A
AUTOUOD'LE LIAD'LIlY 401053761
X ANY AUTO
ALL OWNED AUTOS ;.:.. .:l.....,. If-r~
SCHEDULED AUTOS
X HIRED AUTOS
X NON-OWNED Auros
X GARAGE LIABIl.ITY
POLICV EFFECTIVE POLICY EXPIRATIO
DATE (MM/OO DATE (MM/DD/yy
07/31/90 07/31/91 OENERALAOOREGATE
PRODUCTS-COMP/OPS AGGR
PERSONAL &ADVERTISING INJUA
EACH OCCURRENCE
FIRE CAMAGE (Anyone lite)
MEDICAL EXPENSE (Anyone person
07/31/90 07 /31/91 ~~nNED
LIMIT
BODILY
INJURY
(Perpersonl
BOOILY
INJURY
(Peraao)
PROPERTY
DAMAGE
TYPE OF INSURANCE POLICY HUM DER
EXCESS L1AOILllY
UNT\
OTHER THAN UMBRELLA FORM
wonKER's COMPENSATION
AND
eMPLOYEns' LIABILITY
OTU.
ALL LIMITS IN THOUSANDS
1 000
EACH
OCCUR.
S
AGGREGATE
(EACH ACCIDENT)
(DISEASE.POLlCY LIMIT)
(DISEASE.EACH EMPLOYEE
DESCRIPTION OF OPERATIONS/LOCA T10NBfYEttlClEB/nGBmlCTlONS/OPEClAL ITEUS
JOB#049195 OAK BAY RD, FLAGLER RD, CR0738 FED AID PROJECT RS-P161(001)
THE CERTIFICATE HOLDER SHALL BE NAMED ADDITIONAL INSURED BUT ONLY AS RESPECTS
OPERATIONS PERFORMED BY THE NAMED INSURED ON THIS PROJECT.
P,!!f1!tf,lq/;\JI;, ItClJ,p"..~i;i'J,\,i:'&kt\lb.'I; t.'i.'{'!,;'):r:'
,TEFFERSON COUNTY
DEPT OF PUBLIC WORKS
POBOX 1220
PORT TOWNSEND, WA 98368
OUOULD ANYOF THE ADOVe DESCRlnED POLICIES DE CANCELLED OEFOIlB THE
eXPIRATION OATE THEREOF, THE IBBUINQ COMPANY WILL ENoeAvon TO
MAI1..3..0.- DAYS WRITTEN NOTloe TO Tue CERTIFICATE HOLDEn NAMID TOTHE
L[FT, OUT FAllLlAD' TO MAil SUOH NOTICE SHALL IMPOIIE NO ODLIOATION on
LIADILITY ANY KINO urON THE COMPANY,ITOAOnNT60R nspnSII1NTATIVP.8.
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: PRODUCER ': THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS :
: : NO RIGHT UPON THE CERTIFICATE HDLDER. THIS CERTIFICATE DOES NOT AMEND, :
: GELLOR INSURANCE, INC. : EXTEND OR ALTER THE CDVERAGE AFFORDED BY THE PDLlCIES BELOW :
: 21'1 EAST FIRST : n______u_____________________n________nn_n__nn________________n_:
: (P.O. BOX 2045) : COMPANIES AFFORDING COVERAGE :
: PilRT ANGELES ,WA 9B362 : _______oo__________________oo______n_______________U___n__________n__:
: (2001 452-238B : COMPANY A AMERICAN ECONOMY INSURANCE CO. :
! i LETTER !
: ______n_ ___ __________n_____ _______n________oo___u_n: -COii;;ANy---ii----AiiERjc;;ii-sT;;TEs-INsiiR;;NCE-CO~---------____oo_____n___n_:
: INSURED : LETTER :
OL YMPIC ELECTRIC CO" lNC, i -eotiPANy---;;------------n---------------oo--oo----oo--------------------1
IB05 Tua.ater : LETTER :
Port Angeles, WA 9B362 :: -CO;;;;ANy----------------------------oo--------------oo--n---------------:
: LETTER ,
i -eOtiPANy---E---oo-------------------------------------------------------- i
I : LETTER I
\ ==THI S C~~E~~GE~RTIFY=THA';=POLI CIES=OF=INSURAIICE=LISTED==BELOW==HAVE=BEEN=ISSUED=TO=THE=INSURED=NAMED=ABDVE=FOR=THE=POLICY=PERIOO== \
: INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DDCUMENT WITH RESPECT TO WHICH THIS :
: CERTIFICATE MAY BE ISSUED DR MAY PERTAIN, THE INSURANCE AFFDRDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TD ALL THE TERMS, :
: EXCLUSIDNS, AND CONDITIDNS OF SUCH POLICIES, LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS :
i ---i-------------------------------------i-------------- -------i--POCiCy--i-..POLICy--i-------------------------------------------- f
:CO : : :EFFECTIVE :EXPIRATION: :
:LTR: TYPE OF INSURANCE : POLICY NUMBER : DATE : OATE: ALL LIMITS IN THOUSANDS :
! ---! -GENERAL-LIABILITy----------- -------- ! --------------------- i ---------- i _u_ ------ i -GENERAL-AGGREGATEnn----------;------IOOO-!
: A : m COMMERCIAL GENERAL LIABILITY : 02-CC-02579t3 : 02110/90 : 02/10/91 : PRODUCTS-COHP/OPS AGGREGATE $ 1000 :
: : [Xl ( I CLAIMS MADE [Xl OCCURREIICE : ::: PERSONAL ~ ADVERTISING INJURY $ 1000 :
: : [ I OWNER'S ~ CONTRACTORS PROTECTIVE: ::: EACH OCCURRENCE $ 1000 :
: : I I :::: FIRE DAMABE (ANY ONE FIREI $ 50 :
: : [ I :::: MEDICAL EIPENSE(ANY ONE PERSONI$ 5 :
: ---1------------...---..-.-----.------------1-------...-------...-----1----...-......-: ----------1----..---....--..----..------..--------..-..--...-----1
: : AUTOMOBILE UABILlTY : :: I : : :
t I f I I I CSL I $ 1000 I I
i Air J ANY AUTO : 0e-cC-0257913 I 02110/90 : 02/10/91 :n_____nn_____:____n________: i
: : [ J ALL OWNED AUTOS : ::: BODILY INJURY I : :
: : m SCHEDULED AUTDS : :: I (PER PERSON I : $ : :
: I [ ) HIRED AUTOS J : I :........---.....--------J-------..---..-..: I
: : [ l NON-OWNED AUTOS : ::: BODILY INJURY : : :
: : [ l GARAGE UABILlTY : ::: (PER ACCIDENT) : $ : :
I I [ ) I; 1 1-----....-----..-..-1.................--........1 I
: : : I I I PROPERTY I I I
: : I: I I DAMAGE : $ I I
: ---1-----....-------....------......---..-....-......-1---..-.....------..-------: ......-............-1----------: -........--........-.....-.............-.....-........--...............-..-..---:
: B : mESS L1ABIUTY : 0l-SU-0560IS-11 : 02/10/90 : 02/10/91 : I EACH OCCURRENCE I AGGREGATE :
I : [X) UMBRELLA FORM I : 1 I :-----..---..-------1-----..----...--..---1
: : [ J OTHER THAN UMBRELLA: :: I : I 1000: $ :
: .......: ----..-..--..---.......-.....-..---..-...-................-1--..........-..--.....-..----.....1................---: ---..-....---1..-.............-....----..--........-------..------....-...........1
: : :: I I STATUTORY : I
: : WORKERS' COMPENSATION: ::: n_____u_n_________n_____________________:
: : AND : :: I: $ (EACH ACCIDENT! :
:: EMPLOYERS' LIABILITY: : I I: $ IDISEASE-POUCY LlMITl I
: : ::: :: $ (DISEASE-EACH EMPLOYEElI
: -..-: -------..---.....-..-...........-.......-...-....-..--..-..-: ---....--..........-....................: ------..-..-1...................--1....-----.......-.................--..---................--....-.....--..-..1
: I OTHER : : I I I
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i-oEseR ipil ON-OF -oPERA TioNs;LocAii oNs;vEHicLEs; sPE;;iAL-iiEHs - --- --------- --- - ___mm m___ __m___ ______m_______ __n____ - -- on-I
: ELECTRICAL CONTRACTOR. JEFFERSON COUNTY PUBLIC WORKS DEPARTMENT I
: AS AN ADDITIONAL INSUReD AS RESPECTS THE PORT TOWNSEND COMMUNITY I
: ceNTER REMODEL PROJECT, :
: I
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: c~:== rERr IF I CATE HOLDER lIuul:l.nnn.:uu..:u.c....u.n...n. CANCELLA TI ON ..c.........l:lun..nuu:lIu...llu....nnnsn....1
: I SHOULD ANY OF THE ABOVE DESCRIBED POLICIES Be CANCELLED BEFDRE THE EX- :
: JEfFERSON COUNTY DEPARTHENT OF PUBLlC WDRI:S : PIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL I
: P.O, DOl 1220 : 30 DAYS WRITTEN NOTICE TO THE CERTIFICATe HOLDER NAMED TO THe I
: PORT TOWNSEND, WA 9036B I LEFTI BUT FAILURE TO HAIL SUCH NOTICE SHALL IMPOSE NO OBLlGATIDN OR :
: : L1AB LITY OF ANY KIND UPDN THE COMPANY, ITS AGENTS OR REPRESENTATlYES. I
: : __u ____ __ n_u_ _ nu ___.__u____ __n_______ _____n___ ______________ _ ____I
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AEQUEllT TO aUIIL~ "''OAK TO~ SUBCONTRACTOR
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CONTRACTOR
STATE CONTRACT NO,
LAKESIDE INDUSTRIES
CR0738
FEDERAL-AID PROJECT NO.
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P.O. BOX 728
RS-P161
SIGN ROUTE REOUEST NO.
CITY
STATE
ZIP
PORT ANGELES, WA 98362
JOB DESCRIPTION (TiUo)
OAK BAY ROAD & FLAGLER ROAD INTERSECTION
APPROVAL la REQUlaTED TO .UI3LIET TH. FOLLOWING a..CRI..D WORK TOr
COUNTY
TElEPljONE NQ.
\2061922-5716
FIRM NAME
FUJI INDUSTRIES
ADDRESS
ESTIMATED STARTING DATE
11-15-89
P.O. BOX 757
CITY
STATE
ZIP
ESTIMATED WORKING DAYS
MILTON, WA 98354
WORK TO .. aUIILET
ITEM DESCRIPTION
AMOUNT
ITEM NO PARTIAL
021
SEEDING, FERTILIZING, AND MULCHING
1,644.95
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CONTRACTOR AND SUBCONTRACTOR OR AGENT
CERTIFICATION FOR FEDERAL-AID PRO.JECTS
(Required for each subcontractor or agent on all Federal-aid projects)
-
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CONTRACT NO,
CR0738
STATE ROUTE NO,_
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Subcontractor or Agent Certification
To be completed and signed by proposed subcontractor or agent
a, This statement is required for all proposed subcontracts,
Iii The contract documents for this subcontract include as part of the subcontract a special provision
entitled "Required Federal Aid Provisions", the "Required Contract Provisions Federal-Aid Construc-
tion Contracts (FHWA 1273)", and the minimum wage rates,
b, This statement is required for all proposed subcontracts involving work or materials supply of $10,000 or
more.
o The contract documents for this subcontract include as part of the subcontract a "certification of
nonsegregated facilities",
I certify the above statements to be true and correct
Date 11-08-89
Company
FlJ.n TNDUSTRTES. TNC
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0 I I' 32X
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By -'~{(}ru-L
SUE OSAKA
Tille
PRESIDENT
Contractor Certification
To be completed and signed by the Contractor
1, ~rltten agreement has been execut~d between my firm and the above subcontractor,
2, 0 A wrlllen agreement has been executed between (the subcontractor)
and the above agent to the subcontractor,
All documents required by the special proviSion entitled "Required Federal Aid Provisions" are Included In the
agreement for (1) or (2) marked above,
I cerllfy the above statements under Contractor Certification to be true and correct
LAKESIDE INDUSTRIES
\\I(I~~
NOV 271989
JEHEH::"OI'! OUUNlV
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AEQUEaT TO auaLET WORK TO~ SUBCONTRACTOR
o AGENT
CONTRACTOR
LAKESIDE INDUSTRIES
ADDRESS
P.O. BOX 728
CITY
STATE CONTRACT NO.
CP0738
FEDERAL.AID PROJECT NO.
RS-P161(001)
STATE
Z'P
SIGN ROUTE
REOUEST NO.
1
PORT ANGELES, WA 98362
JOEl DESCRIPTION (Tillo)
OAK BAY ROAD AND FLAGLER ROAD INTERSECTION
APPROVAL '8 RIQUEeTED TO .UIILET THE FOLLOWINO DlaCRI.ID WORK TOI
FIRM NAME TELEPl-IONE NO.
COUNTY
JEFFERSON
OLYMPIC ELECTRIC
ADDRESS
1805 TUMWATER
206)457-5303
ESTIMATED STARTING DATE
10-30-89
ESTIMATED WORKING DAYS
20
CITY
STATE
ZIP
PORT ANGELES WA 98362
ITEM NO. PARTIAL
WORK TO IiI.uaLET
ITEM DESCRIPTION
AMOUNT
31
Illumination System
34,877.00
PrrlC(NT or TOTAl. CONTnACT
IlIndtJmrnnd IInd WI" iflllum '''11' ,ho rwbcanlmctor WIll comply lulft wllh Iho pllln. 'nd
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AEQUUT TO aU.LIlT WORK TOI ~UBCONTRACTOR
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CONTRACTOR
LAKESIDE INDUSTRIES
STATE CONTRACT NO.
CR0738
FEDERAL-AID PRC>.JECT NO.
RS-P161(001)
SIGN ROUTE REQUEST NO.
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P.O. BOX 728
CITY
PORT ANGELES, WA 98362
STATE
ZIP
.lOB DESCRIPTION (Title)
OAK BAY ROAD AND FLAGLER ROAD INTERSECTION
APPROVAL .. AEQUE.TED TO .UBLET THE FOLLOWINO D..eII.BED WORK TOI
TELEPHONE NO,
FIRM NAME
(206)735-3232
ESnMATED STARTING cATE
11-10-89
ESTIMATED WORKING DAYS
3
APPLY-A-LINE
ADDRESS
106 FRONTAGE ROAD NORTH
CITY
PACIFIC, WA 98047
STATE
Z'P
WORK TO .. aU.LET
ITEM DESCRIPTION
AMOUNT
neM NO. PARTIAL
3
24
25
26
27
28
29
39
REMOVING TEMPORARY STRIPING
SPECIAL PAINT STRIPE
SPECIAL PAINTED GORE STRIPE
PLASTIC GORE STRIPE
PLASTIC STOP BAR
PLASTIC TRAFFIC ARROW
LANE MARKER TYPE #2
PLASTIC DRAINAGE MARKING
135.96
1,272.78
106.38
320.00
210.00
368.00
417.20
6.00
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PERCENT OF TOTAl. CONTRACT 4.
nus Il[;OUESr P,\ ~ "
1"11~V10US REQUESTS ,(..\"; "
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CONTRACTOR AND SUBCONTRACTOR OR AGENT
CERTIFICATION FOR FEDERAL.AID PROdECTS
(Required for each subcontractor or agent on all Federal-aid projects)
()L/9/ r).:;,
CONTRACT NO, c..yO~ ~~
FEDERAL-AID N~ ~-\\~\(ct>~STATE ROUTE NO,_
Subcontractor or Agent Certification
~ ~lf9liE'HU
~~k",,~.:d;:li W ED
OCT 201989
To be completed and signed by proposed subcontractor or agent
a, This statement Is required for all proposed subcontracts, . JEFFERSON COU NTY
Q The contract documents for this subcontract Include as part of the s~M6Htr!fct lii'!SiiRYaFi>~i1i.
entitled "Required Federal Aid Provisions", the "Required Contract Provisions Federal-Aid Construc-
tion Contracts (FHWA 1273)", and the minimum wage rates,
b, This statement is required for all proposed subcontracts involving work or materials supply of $10,000 or
more,
G1-The contract documents for this subcontract Include as part of the subcontract a "certification of.
nonsegregated facilities",
I certify the above statements to be true and correct
Date O-c.-f; /~ /ltfl Company
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By
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Title ~~f
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Contractor Cer,tlficatlon
To be completed and signed by the Contractor
~ten agreement has been executed between my firm and the above subcontractor.
2, D A written agreement has been executed between (the subcontractor)
, and tho above agent to the subcontractor,
All documents required by the special provision entllled "Required Federal Aid Provisions" are Included In the
agreement for (1) or (2) marked above,
I certify the above statements under Contractor Certification to be true and correct.
Date lD~Bs
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CONTRACT NO, C ~() '1 ~ 'i!
FEDERAL-AID NO,~~- ~\ ~ \ ((f) \J,TATE ROUTE NO,_
Subcontractor or Agent Certification
To be completed and signed by proposed subcontractor or agent
a, This statement is required for all proposed subcontracts,
The contract documents for this subcontract Include as part of the subcontract a special provision
'Elntitled "Required Federal Aid Provisions", the "Required Contract Provisions Federal-Aid Construc-
tion Contracts (FHWA 1273)", and the minimum wage rates,
b, This statement is required for all proposed subcontracts involving work or materials supply of $10,000 or
more,
~The contract documents for this subcontract include as part of the subcontract a "certification Of.
~nsegregated facilities",
I certify the above statements to be true and correct
Company 0 \ '----"cr~?' \ Q .>
Title P/lC?
Date \(l- \ \ -e:, 9
By t)thta-56 ~~
? \ec ~\'\C
Contractor Certification
To be completed and signed by the Contractor
1~ written agreement has been executed between my firm and the above subcontractor,
2, 0 A written agreement has been executed between (the subcontractor) "
and the above agent to the subcontractor,
All documents required by tile special provision entitled "Required Federal Aid Provisions" are Included In the
agreement for (1) or (2) marked above,
I certify the above statements under Contractor Certification to be true and correct.
Date~ \~f-")Cl Company \..~e~\~ -S ~\..~\(-\E'~
By (1&\.., ~~.0\': >---TIII' C' 0~""\oc,C ~ \ "- CA
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DOT 420,004 novisod 7/00
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FOREIGN CONTRACTOR RESTRICTIONS
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Name of Project ~ ~.....\. ~ (\ ~
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I certify that I will not sublet any portion of this contract to any subcontractor, or agent to a
subcontractor, of a foreign country during any period in which such foreign country is listed by the
United States Trade Representative as discriminating against the United States firms in conducting
procurements for public works projects.
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Firm L C'\ ~pi,\A.e ~ ,,0-'-~~I(",~~
To be submitted on all Federal-aid projects prior to approval of any subcontractor or agent.
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JEFFERSON COmITY DEPARTMENT OF PUBLIC WORKS
PRECONSTRUCTION MEETING MINUTES
september 19, 1989
Oak Bay Road - Flagler Road Intersection
CR0738, RS - P161 (001)
The meeting was called to order at 10:00 a.m., in the Jefferson
County Courthouse, Port Townsend, WA.
People present were:
Larry Varick - Donnelly varick construction, Inc.
Bob Smith - US West
Joe Rempe - puget Power
Mark Robinson - puget Power
Andy Rose - Lakeside Industries
Jeff Konopaski- Lakeside Industries
Gary Cree - Port Townsend Cable TV (385-7171)
John Hurt - General Testing
Bob Nesbitt - Jefferson county,
Aubrey Palmer - Jefferson County,
Bruce Laurie - Jefferson county,
Earl Wells - Jefferson County,
Don Olin - Jefferson County,
Jim Barnard - Pac-Tech
(452-7803)
County Engineer
Office Engineer
Construction Engineer
Road superintendent
permit Inspector
(377-2053)
Bruce Laurie called the meeting to order and introduced the Public
Works Staff to others present.
PROJECT DESCRIPTION
This is a Federal Aid Project to improve two intersections, the Oak
Bay/Flagler Road Intersection, and Oak Bay/ Charles Avenue '
Intersection with widening, channelization, and illumination. In
addition, puget Power is undergrounding their facilities in the
project area. U.S. West (telephone) won't be affected by the
project but is planning to expand their facilities in the project
area at the time of construction. The city water line is not
affected by the project. One private sewer main crosses which
shouldn't impact the project. There is one culvert that needs
extension. The rest of the project is mostly clearing, grubbing,
some earth work, paving and illumination.
The project was planned to be constructed after the Lahor Day
Holiday to reduce traffic problems. staking of the center line, and
clear limits were done Friday, September 15, 1989, and required
Three flaggers, so the traffic volume is still significant.
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LAKESIDE'S PROPOSED SCHEDULE
The schedule was given to Bruce by Andy Rose of Lakeside
Industries, and reviewed. The question of a purchase order from
Olympic Electric a Sub-Contractor for Lakeside was raised by Andy.
Bruce will check whether the County has a copy of it or not.
Start date will be Monday, September 25, 1989. Clear limits have
been set and the center line has been staked. The deleted items
were discussed. The first one was class A construction signing. The
signs are ordered and should be ready by Monday.
Joe Rempe of Puget Power asked when the shoulder, fill and cutting
work would be done. They need this done so they can do their work.
Bob Nesbitt replied, after looking at Lakesides proposed schedule,
about 13 days after work begins.
Bob smith from U.S. West asked how long they will have to do their
conduit & cable work after Lakeside gets down to their sUb-grade.
Lakeside replied, as soon as possible with 40 days work limit they
will be moving. The conduit will be approximately 27 feet from the
center line on the side of the hill that will be cut, and will run
about 600 feet in length along Oak Bay Road. It should take U.S.
West a couple of days to complete their work.
Illumination is being done by Olympic Electric. puget Power needs
to review their plans. Maintenance on the illumination will be the
County's responsibility. The Meter will be near the transformer box
on the South side of Oak Bay Road, West of Flagler Road off of
George street. Joe Rempe was asked what the approximate time would
be for puget Power to be on site. At this point it was unknown, he
will have a better idea by the end of the week or check with John
Klontz at puget Power. There are two crossings to make. Flagging
for this will be worked out between puget Power and Lakeside.
Jeff Konopaski will be the on site foreman from Lakeside.
Weekly planning meetings will need to be held to enable the County
to arrange for staffing, staking and material inspection. They need
as much prior warning as possible. Staking is being done by Pac-
Tech and testing by General. Two weeks notice is required with some
flexibility. utilities may attend the weekly meetings. It's
recommended they attend only if there is information pertaining to
them.
John Hart from General Testing asked who was going to schedule
compaction control. Tom or Bruce will be doing this with a 3 or 4
day warning. General needs 1 day to test materials. Bob Nesbitt
stated that the material present must have the moisture content
kept down and no vibratory rollers used on it due the vibratory
roller causing all the moisture to rise to the top. The use of a
smooth wheel roller is permitted. Once the gravel base and top rock
are down the vibratory roller can be used.
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SUB-CONTRACTORS
Apply-A-Line - Traffic striping, Pavement Marking
Olympic Electric - Illumination
The contractor was reminded that the County does not deal with Sub-
Contractors directly, they are required to go through Lakeside. Any
time the Sub-Contractors are on the jOb, Lakeside's foreman Jeff
Konopaski or a prime contractor representative must be on site.
Work to be done by Apply-A-Line should be monitored closely to
ensure that the D.B.E. goal is met.
TRAFFIC CONTROL AND SAFETY
The County, is providing and installing class A construction signs
for the project. The county will provide other required
construction signs as well. The contractor is responsible for the
use of the signs, set up, etc. Also paddles and vests must be
supplied by the contractor. Flaggers must have valid flagger's
cards.
The County will notify the contractor if there is a safety hazard
present that they are unaware of. Federal Aid requirement posters
and safety posters were distributed.
FEDERAL AID QUESTIONS
Andy Rose of Lakeside Industries answered the following questions.
1. Does the Contractor have a definite Safety Program? Yes
2. Does the Program have the support of Management? Yes
3. Has responsibility for safaty been assigned to a specific
company official? Yes. Who? Tom Penton from Bellevue office
4. Does the Program include frequent safety inspections of the
project? Yes. Does this include sub-contractor operations? Yes
5. Does the Contractor train employees to recognize and to avoid
unsafe conditions and practices? Yes
6. Are periodic safety meetings held with employees? Yes. How
often? One every three months
7. Are all occupational illnesses and/or injuries investigated,
recorded and reported by the Contractor? Yes
8. Does the Contractor keep currently informed on all safety
standards and regulations? Yes
9. Will the required posters be prominently displayed at the work
site? Yes
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ENVIRONMENTAL
Lakeside's rock crusher in Port Angeles
D.O.E. and the asphalt plant registered
authorities.
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must be registered with the
with Olympic air pOllution
RECORDS AND REPORTS
Request to Sub-let has already been submitted, also request for
app~oval of source. All reports from the su~-contractor must go
through the prime contractor to us. Certified payrolls must be
submitted on time or pay will not be issued.
Bruce read the Davis Bacon and Related Acts and the Contract Work
Hours Standard Acts statement.
Disinterested parties were dismissed. Those remaining were:
Andy Rose
Jeff Konopaski
John Hurt
Jim Barnard
Bruce Laurie
AUbrey Palmer
- Lakeside Industries
- Lakeside Industries
- General Testing
- Pac-Tech
- Jefferson County Public Works
- Jefferson County Public Works
General discussion of the project ensued.
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049195
Complete & mail entire set
WITH APPROVAL FEE OF $12,50 TO:
Department of Lthor & Industries
ESAC Division
925 Plum Slreel HC710
Olympia WA 98504,4401
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Affidavit of
PREY AILING WAGES PAID
Public Works Contract
(206) 753-4019
INSTRUCTIONS
ON BACK
City
.... LJEFFERSON
;, Prime contractor
. LAKESIDE INDUSTRIES
... 'siiil.zIp'
Be11evue, WA 98009
Pleese'''/low'''tnt;,imum'o'';ii;01Swo;kingda;s'iorprocG..sing(;O;;'H;i.B' ....... Was a "siiii.mciiiiiniiiiiiitfilcd"forihisprojec,?
dsle the Depsrtment received your document with Ihe correcl epprov.1 fee, H'HH"H HH'H':':'~":XX';'HH '''''''~'HH''''''
CON'l'RAcT AWARDiNG' . name'" ......,......HH............H........,.,,,.........,,.,..........',..,..
PUBUC AGENCY , JE:FFEiRsoN. CClUNlY
Address ''''''City' . ..... .....'...., -......... '"s'iiiie''' ZIP 'ph'onc"'numb'er"
P,o. BOX.. 1220 r .<PURl'.. HOUSE PORI' 'lU'l"N~~,..H"V:'~.9.S.3.6S.H'HH.L...... JH'
t. CRAFTi RATifoF : 3, RATE OF HRLY; 4, APPRENTICES: Name, regimalion #,
....H ... ...H...." HOURL yPt\yHU:~!!'!<:l'2.'l.~!"!!.S.Hisl~g~.()r.l'.r?g~e....i()'.',8.'~~l~':'I,~ir:~
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'~'~RoBY C~RTlfY THAT TflE 'AElOviiiNfOii'M..i'i10j:j'iii'c'oiiiii:Ci',
AND THAT ALL WORK~RS I oMPLOVED ON THIS PUBLIC WORKS
PRO,J~CT WER~ PAID NO LESS THAN TH~ PREVAILING WAGE RAT~
AS DETERMINED BV THE INDUSTRIAL STATISTICIAN OF THE
DEPARTMENT OF' LADOR AND INDIJSTRIES. I UNDERSTAND THAT
CONTRACTORS WHO VIOLATE PREVAILING WAGE LAWS, IE,
INCORRECT CLASSIFICATION/SCOPE OF WORK OF WORKERS. IM-
~~orltR~~ AA";,t;lfN OClfB m'1';;~lfl~~oW ~fl.1.SBl~~QU 1~~5 ~gBiAE~T
ANY SACK WAGES OUE TO WORKERS,
NOTARY; (comp/ele 4.c(J~/.o...~d ~.ve Blch no,"/zed) .
RtllllWR IIlt:tl II. Nil """mm 10 m:rORt: Mt:
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Name and address of company compleUng tI1Is Ionn:
'C'onlpMY 'n~nlc"""'"''''''''''''''''
. ~akeside Industries
, Addr.."
P. O. Box 1379
!'Ciiy' Bellevue.
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WESTERN WASHINGTON
UAGES RATES EFFECTIVE: June 1. 1990 thru Hay 31, 1991
Class No,
Description
110010
110150
110570
110670
General Laborer
Flagperson
Grade Checker
Asphalt Raker
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120050
120460
120470
120480
120630
120670
1207110
120790
120B30
120870
120920
Bulldozer, D-9 & Under
Loader. 2~ - 4 CY
Plant Lond",: - 6 CY & Uncler
Londer 6 - 8 CY
Motor Patrol Grader, Finish
Service Oiler
Roller Operator. Asphalt
Roller Operator, Rock
Screed Opera tor
Spreaders, Slaw Knox or Similar
Tractor - Backhoe: 50 liP & Under
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Dump Truck Driver (S-IOCY)
Dump Truck Driver (12-16CY)
Dm:1yl Truck" '!'rn:f.l.er (16-200'.0
Lowbed & IIvy-Dty Trlr" 50 T. Gross
to & i ncl, 100 1. Gross
Loader & Hvy, Duty Trlr
Under 50 T,
JOB DESCRIPTION: OAK BAY ROAD & FLAGLER ROAD
130150
130160
130170
130280
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16,53 r-: 3 'OS -0 1 C-)
11,85 ~:~ 3 <=.l
17,01 i59 1
17,01 .55 2
18,95 4.71 1
19.31 4,71 1
19,31 4.71 1
19,75 4,71 1
19,31 4,71 1
18,95 4,71 1
18,95 ~ 4.71 --- 1 ~':'-,,,
16,85 4. '11 1
19.31 4,71 1
10,95 4,71 1
18,95 4,71 1
18.70 3.89 5
19,11 3.89 5
19.16 3.09 '-- 5
19,08 3.89 1
10.80 3,89 1
CONTRACT NO. CR0738
JOB NO. 049195
JEFFERSON COUNl'Y
* Above Rates Paid Unless Different Rates Allowed by Contract Specifications,
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WAGE RATES EFFECTIVE: Januarv I. 1988 thru
elas!'; No.
l..
IIOOJO
110150
110570
110670
,r
120050
120460
120<1"10
1201';'8
1201~::10
l2GI3'i'O
1207<;10
120700
120n~10
120117'0
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# of Worlter's';' i
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1
2
General Lahorer
Flagp<erson
~rade Checker
Asphalt naker
15.46 3.43
10.78/14.98 3.43
15.94 3.43 ,.-
15.94 3.43
I7.9:J 1.21
18.29 4.21
18.20 4.21
18.73 4.:,n
18. :l!J 4.21
17.93 4.21
17.9:1 -- 4.21
17.93 4.21
18.29 4.21
17.9:1 4.21
17.9:) 4.23
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BUlldozer, D-9 & Under
Loader, 2! - 4 c.y.
Loader, 4 . 6 c.y.
Loader, 6 - 8 c.y.
Blade Operator, Fin~sh
Service Oiler
Roller Operator, Asphalt
Roller Operator, Rock
Screed Operator
Asphalt Paver Operator
Tractor Opr., Rubber-Ti r("
60 liP & Under
1301 [,0 Pump Tru<lk O,'i vpr I Over f:, yas t"
& incl. 12 yds 17.7B 3.71 5
I:JOlGO Pllmp Tru(:k Driver, Over HI ~'ds to 17.99 3.71 5
0 130:l7lJ & incl. 20 ycls J 7. OIJ 3.71 !i
1 :JO:!P;O l.owbod & Hvy-Dty Trlr, (."om :'0 to ..-- '" .:.- 0
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Gross to &. incl. 100 t GrOR!! 1IJ. J () 3.71 I ~ ;
130290 Lowbed & Hvy Duty Tlr, under 50 Ton 17.99 3.71 CJ "., --,
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,'Spreadsheet Nale: [CERT.CODE]
RE: JOBI 049195 - JEFfERSON COUNTY. OAK BAY RD, - flAGLER RD. INTERSEC,
FEDERAL
OCCUPATION
CODE
PER SPEC
BOOK
LAKESIDE
INDUSTRIES
CERTIFIED
CODE
STATE
OCCUPATION
, CODE
PER SPEC
BOOK
DESCRIPTION.,., ,
............... . . . . ~ . .. . . . . . . . . . . ... . . . .. . ... . . .............. .............
110010 GENERAL LABORER 350-0B21 350-0820
110150 FLAGGER 260-0020 260-0010
110570 GRADE CHECKER 350-0B30 350-0840
110670 ASPHALT RAKER 350-0051 350-0050
120050 BULLOOlER, 0-9 & UNDER 570-5691 570-5690
120460 LOADER, 2-1/2 - 4 YO 570-5616 570-5615
120470 LOADER, 4,- 6 YDS 570-5616 570-5615
1204BO LOADER, 6 - 12 YDS 570-5546 570-5545
120630 "OTOR PATROL GRADER, FlNISN 570-5641 570-5640
120670 SERVICE OILER 570-57B6 570-S785
1207BO ROLLER OPERATOR - ASPHALT 570-5741 570-5740
120790 ROLLER OPERATOR - ROCK 570-5781 570-57BO
120830 SCREED OPERATOR 570-5656 570-5655
120870 SPREADERS,BLAN KNOX OR mlLAR 570-5756 570-5755
120920 TRACTOR-BACKHOE: 50 HP & UNDER 570-5B16 510-5815
130150 DU"P TRK (SOLO) 10 CU VDS 130-0210 730-0210
130160 DU"P TRUCK - 13 VDS & OVER 130- 0220 730- 0220
130110 DU"P TRK & TLR 16 CU VDS 730-0230 730-0230
130280 LONBED & HD TLR 50-100 TN GR 130-0720 730-0720
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STAT~I1NT OF INTENT TO
PAY PREVAILING WAGES
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Complele & mall entire sel
WITH APPROVAL FEE OF $25.00 TO:
Departmenl of Labor & Industries
ESAC Division
925 Plum Streel HC710 INSTR UCTIONS
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Company name . . . ,
L\KESIDE INDUSTRIES
tractor BPW No,
CRJ738
,Datc~~ord<d --.--
9 ! 8-22-89
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on
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1'\0. BOX 1379
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Clty,~ BELLEVUE w'f'
~~
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98009
...'~pi;.;..'...iio;.ml;;liiiijm....;;' 10 to 15 working .,. (or procaalng from Ih. you i11~ to ~ IUbCOii~'_M__""'''''''''',"
dlte the D.p.rtm.nt rec.1ved your doeument wIth the eOTr8l:t .pprov.' 'H. Yes L"-!:.l No L..,} "
'coNTRAcrAwARD'iNcr"l1illie-.'.._........--_..,~-,._-------_._._-'--._.--.--..----."..-.....
PUBUCAGENcY Je~fe%'.~.~.~_ty , <:'1;', .', "': j', _1'~" .
.~''''_.,............''"._~........~...~,. ;,:~~ .- ~fl'J....:. -..:.. ~,.'-... state ZIP :.( , J$" _~- ~~..Il!',~h.U ',".'.,""." .,'._....,. ,,'"
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See attached
rol
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1'-HERE:Bvmi'jp'v'TiiX;:-fur"AiiOVi:""'iNii'OR'MATION'IS _._.._..,.~.....---~..".----..~'-,.."..
AND THAT ALL WORKERS I EMPLOY ON THIS PUB . 'Namelllld8dct8S;orCoii1mivc:omjiieUnr,lhIs;om,: '
PROJECT WILL BE PAID NO LESS THAN THE PRl:VA
MtEJf~ASTR,1?;;f~"NLEfBg~ r~6 mg~~UI~, ST r :Coiiipany'iiiiiii.......'........"..'....'''..'...''''''..'.......'..'..'''........'.............'..'....'....")
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D~~~~~~NTGA~~G~1.8giiEClUIR~8~o ! P.O. !lOX 1379 :
PAY ANY BA DUE TO WORKERS, f....'ji....'..'....'..'..'..'..........'............'......'......'.....................s'iiii.......ZfiS..................,..,.... i
N.OrAFJY;(t:.~.ITIP/~'~,~/!,~,t:.~P.t......,~IJ!l...~..~..,....,t:.~..!J.~,(~r.1!,..~),.." iCY nELLEVUE WA 96009 :
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REJMPIN AT. ::; ; -...... ! i "
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WF.s'tmm WASIIINGTOIi
WAGE RATES EFFRCTIVE: Januarv 1. 1988 thru
AuG 36, /"/'6']
Es t 11'111 ted
Clnsr:; No. DescriDtion WG.l!:(! Frinlte # of Workers
1100:10 General Lahorer 15.4li 3.43 1
110150 F1ap,person 10.78/14.fIIJ 3.43 3
110570 ~rade Checker 15.91 3.43 1
1106'70 Asphalt Raker 15.91 3.43 2
120050 llulldozer, D-9 " Under 17.9:1 4.21 J
1200160 I,oader, 26 - 4 c.y. 18.20 4.21 1
1204 "10 Loader, 4 " 6 c.y. 18.21' 4.21 1
120478 Loader, 6 - 8 c.y. 18.73 4.~1 1
120Q::IO Dlade Operator, Fin'ls!l 18.21' 4.21 I
12GO'j'0 Service OHer 17.93 4.21 ;1
1207ClO Roller Operator, Asphalt 17.9:1 4.21 1
1207!10 Roller Operator, Rock 17.9:1 4.21 1
120n~10 Screed Ollerator 18.21J 4.21 1
12011'1'0 Asphalt Paver Operator 17.9:1 4.21 1
120!l~~0 1'rllc tor Opr., Ruhber-Ti r(t,
60 liP " Under 17.9:1 4.23
130H,O
nllmp Trur.k 01'1 vpr, Over f, yds to
" Incl. 12 yds
~Imp Trur.k Driver, Over 10 ,ds to
". incl. ~O yds
I,o",hed & I'v~'-Dty Trlr,
Gross to " Incl. 100
Lowbed & HvyDuty Tlr,
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17.9!l
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3.71 5
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Spreadsheet Hale: (CERT.CODE]
RE: JOBI 049195 - JEFFERSOH COUHTY, OAK BAY RD, - FLAGLER RD. IHTERSEC,
FEDERAL
OCCUPATIOH
CODE
PER SPEC
aDOK
LAKESIDE
IHDUSTRIES
CERTIFIED
CODE
STATE
DCCUPATIOH
CODE
PER SPEC
BOOK
DESCRIPTIOH,. , ..
............... ................................ .............. .............
110010 GEHERAL LABORER 350- 0821 350-0B20
110150 FLAGGER 260-0020 260-0010
110570 GRAOE CHECKER 350-0B30 350-0B40
110670 ASPHALT RAKER 350-0051 350-0050
120050 BULLOOZER, 0-9 & UHDER 570-5691 57iH690
120460 LOAOER, 2-1/2 - 4 YO 570-5616 . 570-5615
120470 LOADER, 4 - 6 YDS 570-5616 570-5615
1204BO LOADER, 6 - 12 YOS 570-5546 570-5545
120630 HOTOR PATROL GRAOER, FIHISH 570-5641 570-5640
120670 SERVICE OILER 570-57B6 570-5185
120780 ROLLER OPERATOR - ASPHALT 570-5741 570-5740
120790 ROLLER OPERATOR - ROCK 570-57Bl 570-57BO
120B30 SCREEO OPERATOR 570-5656 570-5655
120B70 SPREAOERS,BlAW KNOX OR SIHILAR 570-5756 570-5755
120920 TRACTOR-BACKHOE: 50 HP & UNDER 570-5B16 570-5B15
130150 DUHP TRK (SOLO) 10 CU YDS 730-0210 730-0210
130160 OUHP TRUCK - 13 YDS & OVER 730-0220 730-0220
130170 OUHP TRK & TlR 16 CU YOS 730-0230 730-0230
1302BO LOWBEO & HD TlR 50-100 TN GR 730-0720 730-0720
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Job 11049195
REVISED
Conlplete & mall entire set
WITH APPROVAL FEE OF $25,00 TO:
Department of Labor & Industries
ESAC Division
925 Plum Street HC710
Olympia W A 98504-4401 (206) 753-4019
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STAT'bl\1ENT OF INTENT TO
PAY PREVAILING WAGES
Public Works Contract
($2500 and OVER)
INSTRUCTIONS
ON BACK
.. ..... .. ..........................,...."" ................................... ....,.w............"...."."...,.,......
YOUR APPROVED COPIES Will BE MAilED TO " THIS ADDRESS. .
C~mpan);nwe......... ..................................................................................................................... .
LAKESIDE INDUSTRIES
ALkh=
CR0738
..rD;t;;.co~t~\~:;Md~~i...
! 8-22-89
P.O. BOX 1379
tit'y.... . ... .........,..... "Stat"c"ZIP'" e contractor
BELLE VUE WA 98009 akeside Industries
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CONTRACT AWARDING riame " , ' .......',.."..
PUBLIC AGENCY Jefferson County
'0dditSS .........'".......'N....'.
1. CRAFT
s.t~U;..-Zip...._." ......".,.,.... ..w,...."'......~...w.......,.,.."..''''..,.......pli.i)ni:rnum1ief....."...,.........w......
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..,......,....,... ...,....J.!:!qYB!tXX!'>,X.J..Bffiig~Jm~f!!.~J...},lR.)Y9!9S!2~~.......
See attached
"REVISED"
..................... ........... ... ......,."...,...".... "................,-...,...,......."......... ... ..........."'.."...w.,.,.,...,...
,..............,...~~;[e:e.E,\",..E.D",.,,'I:;G,\.,1J..)~~~,
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j- H e:'R'EBy"ce'fiii'rv'TH'AT "'riii' 'A'eovE"j'N'rOR'M'A'r'icIN' "iii 'c.oRii.EOT'. .... ...... .............
AND THAT A~~ WORKERS I EMP~OY ON THIS PUa~IO WORKS Namoandaddressolcompanycompleunglhlsfonn:
r;~~~m tJ~J-E~U~I~ErIN,n~l~rtJlU~~lr~ESVT~fll~-?rdl't~f:or ,Company'ii;;;;;. . ....,.,.,.."."",,,,,,.,,.,...
THE DEPARTMENT or ~ADOR AND INDUSTRIES, I UNDERSTAND ,
rl~~ Tl~gNTRAOTO~~~S~~Id'l~T6'Jfsb~~~ ~\i'WgR~ '6'}E.;tIikhs. :,...."",....",.,..,,',l.~l:\~U:J;!!t,,1;~p.pS,:r'R;rJ;;.S...,,..,.,
IMPROPE ENI Of' PREVAILIN(l WA(lES ETO,. ARE sua, ,AtIdress #::? /l
~~~T lM A:fa~~ g5~^.rOM..5~M~g WI(~ Bf: REqUIRED TO f,Cii'".,~:?:,~?~,~?!~'''' "'" 19 7. 'z p ,:p.;r;PC:
NO!AFI,y:(~~"1PI.~!B~I/,,4.,~op/~~,..~d.,~a.~..~~P~'''~~I..r./~..~)"'0 ; y BEl.LEVUE HA SIBte Q'a009 .
~~~GG~:I;:O ~~~~~:~ ~.o Dro2Rr; Mr; ao(.l ",,""'-\\\\' j !Piloiic..iiumbCr..........................,......."..,.......I..Rcg.iailiiilon.N;.;'''......,....".,.,..,...."...~
NOTAR".,.uD~!-i,FPP:~;;ii!ci;.1;:t~IC>..J~.:'~~IiY'J,'li'! !( 206) 883-1661 '223-01-I.A-1CI-I%t2.1oU1)
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"r' 'NO AT. ,."", PUBLIC :R-""
. . rttr74turrvw ... ...2:':?"'\'JU\T.io,""l./~ Ii APPRO ED Dc~panmcnl ofLnbor and Industrle.~
MV COMMlAfllON EXrlRr;n ON . ',"F 11"1\ ........."'u\.::i .:: I ·
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OCT 2 3 198~
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C1asEI No.
110010
110150
110570
1106"/0
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120050
12046{)
120470
1204'78
120Q:J0
12C6'10
1207tlO
120790
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EstiMated
WG.I'.:Et FrinR:e If of Workers
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15.94 ./ 3.43 1
15.94 3.43 2
17 . 9:1 4.21 ]
18.29 4.21 1
18.29 4.21 1
18.73 4 . :ill r 1
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17.93 / 4.21 1
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DescriDtion
Genera 1 Lllhorer
,F1agperson
~rade Che~ker
Asphalt Raker
Bulldozer, D-9 & Under
Loader, 2! - 4 c.y.
Loader, 4 . 6 c.y.
Loader, 6 - 8 c.y.
Blade Operator, Fin~sh
Service OHer
Roller Operator, Asphalt
Roller Operator, Rock
Screed Operator
Asphalt Paver Operator
Tractor O:>r., RUhber-TI,r("
60 liP & Under
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Dump Truck Dl'ivPt', Over n yds
& incl. ]2 yds
Dump Truck Driver. ,Over Ie ,ds
l!& incl. 20 yds
l.owbed & Hv~-Dty Tr1r, ft'c.m !'O
Gross to & incl. 100 t Gross
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Department of Labor &. Industries
Imlustrial lnsW'U1CC Division
ConLructor Compliance Unit
905 Plum SL
HC214
Olympia WA 98504-4401
(I
NOTIFICATION OF
CONTRACT AWARD
,/~"D.ie"'''''''''''''"'''''''''' . .'. . .............. ......
" 9//8/89 ..../
arne 0 bUe Agency awar . 8 !,jeer ..M...'....,.,.".,.,........,..,.."".....,'"
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Dale of Award i Nome of prime conlnCtor
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ORIGINAL
Sheef~ of~
Dote I J 30/90
I I
WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
j..
Change
Order
Number
[K]
Ordered by Engineer under terms of Section
of the Sfandard Specifications
I .04.4
CHANGE ORDER
o Change proposed by Contractor
Endorsed by:
L4KE:-cSlC?e: Z.:>"'sJ~"r.s
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By:
Att'm....y.j,..!llcf
OllIe
, " ,. ' ,,,,,,,,,,DESCRIPTlON OF WORK.
You are ordered to perform the following described work upon receipt of an approved copy of this change order:
c.:l~'lrc:d r~fl CR0738
Lakeside Industries
P.O. Box 728
Port Angeles, WA 98362
",,, I" 940407, 569908, .952707
>."',,,,; /".' "" RS-PI61 (1)
1", ',I "".. Oak Bay Rd.-Flagler Rd. Intersection
Improvement
Light Standard
No.
Install (3) three temporary luminaires as follows:
2.
Sta. 42+88 Lt.
3. Sta. 44+98 Rt.
4. Sta. 47+08 Lt.
As shown on page 11 of the contract plans.
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FEB 0 1 1990
"(=1<:'O\',l COUI'3T)
d:: -:'."",qKS l")FP ,
Jefferson County will supply the temporary poles and slip bases.
The Contractor will supply all equipement, labor and materials necessary to complete
the installation.
Payment will be made by Force Account according to Section 1-09.6 of the Standard Specificat-
ions for Road, Bridge and Municipal Construction and amendments.
ORIGINAL CONTRACT
AMOUNT
CURRENT CONTRACT
AMOUNT
All worlol, rnoloriol!! and mOO'luromonl 10 bo in occordanca with Iho provlsion'l of tho Slandard SpDcHlcallons and Spacial Provision, for the typo of conllruc.
11011 involvud.
Dln.ICT
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ESTIMATED CONTRACT
TOTAL AFTER CHANGE
263 665.61
ESTIMATED NET CHANGE
THIS ORDER
DISTRICT USE
APPROVAL RECOM~ENDEO nn
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ORIGINAL
Controct
WASHINGTON STATE Number ("'vn71:A
Sheet-L-of-2- / DEPARTMENT OF TRANSPORTATION
CHANGE ORDER ESTIMATE Change t~
1/30/'10 Order
Dale Number
I
HEM GROUP STD. UNIT UNIT ESTIMATED ESTIMATED
ITEM . DF.5CRIPTlON QUANTITY AMQUN"r
NO. NO, NO, MEASURE ItRICE CHANGE CHANGE
Labor:
Foreman Electrician' Hr. $26.515
FICA FOTA SUCA Ind. Ins.
1.68 0.18 0.94 0.65 3.45
$29.965 24 $719.16
Journeyman Electrician Hr. $24.455
FICA FOTA SUCA Ind. Ins.
1. 53 0.16 0.86 0.65 3.20
$27.655 16 $442.48
Apprentice Electrician Hr. $10.405
FICA FUTA SUCA Ind. Ins.
0.84 0.09 0.47 0.65 2.05
$12.455 8 $99.64
'l;:~ ..~. $1261. 28
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Overhead and Profi t @ 20% . r'~ $252.26
Total Labor $1513.54
Materials L.S. $150.00 $150.00
Overhead and proU t @ 15% 22.50
Total Materials $172.50
Equipement:
Crane Day $150.00 2 $300.00
Overhead and Profit @ 15% 45.00
Total Equipement $345.00
Subtotal $2031. 0/,
Sub Contractor Mark up @ 5% 101.55
Prime Contractor Mark up @ 5% 101.55
Total $223/.,14
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ORIGINAL
Sheel-1- of-.!....-
Do'" 10 '2t.J-.YQ
WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
Chonge
Order
Number
3
CHANGE ORDER
[]I
Ordered by Engineer under ferms of Section
of the Standard Specifications
1 - 04.4
::.'.;".; n(:.r.:;
CR0738
o Change proposed by Contractor
LAKESIDE INDUSTRIES
PO BOX 728
PORT ANGELES, WA98362
G
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RS,-P161 (001)
OAK BAY - FLAGLER RD. INT~RSECTIO
IMPROVEMENT
Till'!)
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F! ~~ \ .),~ I ',; I; ,.
By:
Aw,,.,,e.v...j,,.jIJCI
Date
" DESCRIPTION OF WORK.
You ore ordered 10 perform lhe following described work upon receipt of on appro....ed copy of this change order:
AS PER STANDARD SPECIFICATION 1-04-4 THE FOLLOWING CHANGES SHALL BE MADE TO THE
REFRENCED ITEMS:
ITEM II 31 ILLUMINATION SYSTEM
The third column of the lighting schedule on page 11 of the project plans
is revised to read "center line of pole to edge stripe."
ITEM II 31 ILLUMINATION SYSTEM
The contractor shall install 75 L.F. min. 1 1/4" ridgid conduit centered
on the road approach sta. 41 + 78.79 Rt. as per section 9-20.3(5) of the standard
specifications.
~~n~~~~I:~.orlnl\ and muo\uromonl to be in accordance wilh the pro'o'lslon' of tho Standard Spociflcallo"I 'Jnd Spacial Pra....I'lon' for tho Iypo of conMrue-
DISTRICT
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HEADQUARTERS
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ORIGINAL CONTRACT
AMOUNT
CURRENT CONTRACT
AMOUNT
ESTIMATED NET CHANGE
THIS ORDER
ESTIMATED CONTRACT
TOTAL AfTER CHANGE
S 263,665.61
DISTRICT USE
VAL RfCO~M]~
.t /:",Ili",''''
266,449.24
o
S 266,449.24
HEADQUARTER'S USE
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APPROVAl RfCOMMfNDED
DISTRICT ADMINISTRATOR
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Shee,-L of~
10-24-89
WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
Change
Order
Number 2
Dale
CHANGE ORDER
GO
Ordered by Engineer under ferms of Seclion
of The Standard Specifications
1 .04.4
't:(,
o Change proposed by Contractor
LAKESIDE INDUSTRIES
PO BOX 728
PORT ANGELES, WA 98362
~/~
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RS-p161 (001) .
OAK BAY - FLAGLER RD. INTERSECTION
IMPROVEMENT
l'i,'I:"
By:
tt"(lr'H......;"./<l~.,
ViAlv
. "",DESCRIPTION OF WORK, '" """".""""""",,,
y~u ore ordored to perform Ihe following described work upon receipl of an approved copy of this change order:
ADD THE FOLLOWING ITEMS AS PER SECTION 1-04-4 OF THE STANDARD SPECIFICATIONS:
ITEM NO.
43
44
ITEM DESCRIPTION PRICE PRo UNIT TOTAL AMOUNT
Underdrain pipe 8" $ 14.75 $5,900.00
dia. aluminized steel
Catch basin type 1
W/frame & grate
Catch basin type
W/ frame & solid cover 1.500.00
Construction Geotex-
tile for undergr. drainage 2.75
Gravel backfill for
drains 15.00 1,500.00
550 L.F. County curb C~BD ,,~) 2.00 1,100.00
INCREASE THE QUANTITIES OF THESE ITEMS ALREADY INCORPORATED IN THE CONTRACT:
INCREASE QUANTITY ITEM DESCRIPTION PRICE PRo UNIT TOTAL AMOUNT
22.5 L.F. Plain cone. culv. 12"
dia.
Structure Ex. class n
inc. haul
PLAN QUANTITY
400 L.F.
2 Ea.
1,500.00
3,000.00
45
Ea.
1,500.00
46
550 S.Y.
1.512.50
47
100 C.Y.
:48
IN ADDITION
ITEM NO.
11
36
22.45
$
505.13
$
106 C.Y.
30.00
3,180.00
TOTAL $18,197.63
':-11 work, malorials and rncm.urr:Jlnonl fa be In accordancQ with Ihe provi.lons of tho Standard Spociflcatlons and Spoclal ProvisIons for Ihe typo of construc-
tIon IOvolvnd.
DISTRICT ORIGINAL CONTRACT CURRENT CONTRACT ESTIMATED NET CHANGE ESTlMMED CONTRACT
APPROVAL
0 REQUIRED AMOUNT AMOUNT THIS ORDER TOT At AFTER CHANGE
HEADQUARTERS
0 APPROVAL 263,665.61 248.251.61 18.197.63 266,449.24
REQUIRED $ S S S
DISTRICT USE HEADQUARTER'S USE
~M[NDEO APPROVED, ~
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DISTRICT ADMIN'STRAIOR
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ORIGINAL
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o,~ WASHINGTON STATE Change
Sheel-L DEPARTMENT OF' TRANSPORTATION
Order
Dale 9/12/89 CHANGE ORDER Number 1
KJ Ordered by Engineer under lerms of Section , .04.4
of the Standard Specificalions
Contr.~et No. CR07.l8______
0 Change proposed by Contractor
Lakeside Industries, Inc
To -Pb-Box72S-------. .--
------. -
E ndoned by: ~;m""IKI"r "-i,.", NoIm(' ~Q.1:..t...Ang~l_~l>.,._W!L9.!t36~_________.____
-.--------------. ---
--- \";""'''"'1.' ,- Voile 940407,952707,569908,654109
!,oi')" R<)ute
Tille Fo!der,lI Aid No. RS-=-Pl'6r(1joT)-------'-
e""".,,, X;I'I'" by .\1l""'.V~ (u.be''' ,.."uirt'd) ?rojt!ct T,tle Q.€!V!!Y- Rd. - Fl~gler Rd.
_______~nter~ection
By: .---. Altlln"'.v-j"'!<KI - ---0;;;;-- _.._._-_._-~_..._._-----,-
" DESCRIPTION OF WORK '
You arc ordered 10 perform the 'ollowing dD!.cribed work upon reccipl of on approved copy 0' ,his change order:
DELETE THE FOLLOWING ITEMS PER SECTION 1-04-4 OF THE STANDARD SPECIFICATIONS:
ITEM PRICE
ITEM NO. PLAN QUANTITY DESCRIPTION PER UNIT TOTAL AMOUNT
6 17 L. F. Remove Culvert $50.00 ($850.00)
pipe-I2" diameter
30 Lump Sum Permanent Signing Lump Slim ($12,500.00)
35 172 sq. ft. Construction Signs $12.00 ($2,064.00)
Class A
TOTAL ($15,414.00)
All wml.., IIlUIUlt(lh c..nd ""Hl\ufllfl1fml to hu In f1ccordnnco WIth IhD provt!.Ion\ uf tho Slondnrd Spocl'.cahon\ and Spoclol Provisions for Iho lypn of romlruc-
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APPROVAL
REQUIRED
UEADQUARTERS
APPROVAL
IlEQUIRED
263,665.61
(15,414.00) , 248,251.61
HEADQUARTER'S USE
ORIGINAL CONTRACT
AMOUNT
CURRENT CONTRACT
AMOUNT
ESTlMA TED NET CHANGE
THIS ORDER
ESTIMATED CONTRACT
TOTAL AFTrR CflANGE
263,665.61
APPROVED-
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JEFFERSON COUR1f\'-~
DEPARTMENT OF PUBLIC WORKS
~BQ~QSAt.
FOR BIDDING PURPOSES
FOR
OAK BAY RD. - FLAGLER RD INTERSECTION
OAK BAY ROAD, COUNTY ROAD NO. 940407, MP 0.71 TO MP 0.86
CHARLES AVENUE, COUN'l'Y ROAD NO. 654109, MP 0.00 TO 0.02
FLAGLER ROAD, COUNTY ROAD NO. 952707, MP 0.00 TO O.OB
OAK BAY ROAD, COUNTY ROAD NO. 569908, MP 0.86 TO MP 0.97
COUN'l'Y ROAD PROJECT NO. CR0738
FEDERAL AID PROJECT NO. RS-P161
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Sealed bids will be received in the Jefferson County commissioners
office located on the first floor of the Jefferson County
Courthouse, 1B20 Jefferson Street, Port Townsend, Washington,
98368, until 11:45 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 SUBJECT
YOUR BID TO RE..JECTION.
NOTE: Use of other forms may limit the
bond below an amount equal to five percent'
of the bid total.
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PROPOSAL BOND
KNOW ALL MEN BY THESE PRESENTS, That we.
of
as principal. and 'the
a corporation duly orlanized under the laws of the state of ,and
',authoriled to do business In the Sute of Washington. as surety, are held and firmly bound unto
.Jefferllon CCNt\ty In tne full and penal sum of fiye (5) percent of the total amount of the bid proposal
of said principal for the work hereinafter described, for the payment of which, well and truly to be
made. we bind our heirs, executors, administrators and assigns, and successors and assilns, firmly by
these presents.
The condition of this bond Is such, that whereas the principal herein Is herewith submitting his
or Its sealed proposal for the followinS highway construction. to wit:
said bid and proposal, by reference thereto, being made a part hereof.
NOW, THEREFORE, If the said proposal bid by said principal be accepted, and the contract be
awarded to saId principal. and If said principal shall duly make and enter Into and execute said contract
land shall furnish bond as required by ~ -County tlfJeffersoll", within a period of twenty (20)
days from and after said award, exclusive of the day of such award, then this oblilatlon chall be null and
void, otherwise It shall remain and be In full force and effect.
IN TESTIMONV WHEREOF, The principal and surety have caused these presents to be signed
and sealed this
day of
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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
CHARLES AVENUE, COUNTY ROAD NO. 654109, M.P. 0.00 TO M.P. 0.02, OAK
BAY ROAD, COUNTY ROAD NO. 940407, M.P. 0.71 TO M.P. 0.86, FLAGLER
ROAD, COUNTY ROAD NO. 952707, M.P. 0.00 TO M.P. 0.08, OAK BAY ROAD,
COUNTY ROAD NO. 569908, M.P. 0.86 TO M.P. 0.97, FEDERAL AID PROJECT
NO. RS-P161, COUNTY ROAD PROJECT 738, OAK BAY-FLAGLER ROAD
INTERSECTION,
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 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--------~~~------I-:::"~~:-\-:~-
PREPARATION
(NOTE:
---------- ------------------------- ---------------- --------------
1 LUMP SUM MOBILIZATION LUMP SUM IS; 50~ 00
---------- ------------------------- ---------------- --------------
AT 2,7 C;![. () 0 ,,2-(.,'il.~5"
2 2.61 CLEARING AND GRUBBING
ACRE PER ACRE
---------- ------------------------- ---------------- --------------
REMOVING TEMPORARY AT I- 0.04-
3 3,399 STRIPING I :15~. 9'''
LIN. FT. PER LIN. FT.
---------- ------------------------- ---------------- --------------
REMOVING ASPHALT AT .3 .5'0
4 860 CONCRETE PAVEMENT 3, CJ /() . ()C
SQ. YD. PER SQ. YD. I
---------- ------------------------- ---------------- -------------- 0 0
*_ 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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NO. QUANTITY
5 1. 77
HUND.
6 17
LIN. FT.
7 8,626
CU. YD.
8 13
SQ. YD.
9 2,359
CU. YO .
ITEM PRICE PER UNIT
DESCRIPTION DOLIARS *
REMOVING LANE MARKERS
------------------------- ----------------
PER
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REMOVE CULVERT PIPE
12" DIAMETER
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LIN. FT.
PER
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TOTAL AMOUNT
DOLL.;>,RS
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---------- ------------------------- ---------------- --------------
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CU. YD.
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ROADWAY EXCAVATION
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PER CU. YD.
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PER
PAVEMENT REPAIR
EXCAVATION INCLUDING
HAUL
AT
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SQ. YD.
EMBANKMENT COMPACTION
------------------------- ----------------
1.2.0
PER CU. YD.
---------- ------------------------- ---------------- --------------
3/674.40
AT
DRAINAGE
------------------------- ----------------
DITCH EXCAVATION
INCLUDING HAUL
11
PLAIN CONCRETE CULVERT
112 PIPE, 12 IN. DIAMETER
LIN. FT.
AT
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CU. YD.
12
---------- ------------------------- ---------------- --------------
It S-U).dtJ
40
LIN. FT.
PLAIN CONDRETE CULVERT
PIPE, 18 IN. DIAMETER
PER
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PER LIN. FT.
AT
PER
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LIN. FT
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13
2,746
CU. YD.
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SURFACING
GRAVEL aASE
(TRUCK MEASURE)
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~ 33/77S".f(J
PER CU. YD.
*_ 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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PLAN ITEM PlUCE PER UNIT TOTAL AJIOUIIT
QUAllTITY DESCRIPTION DOLLARS '* DOLLARS
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LIQUID ASPHALT
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2.38 ASPHALT FOR TACK COAT
TON
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PER TON
ASPHALT CONCRETE
PAVEKBIIT
---------- ------------------------- ---------------- --------------
ASPHALT CONCRE'rE AT
16 1,680 PAVEMENT CLASS B '35'. '35" S'l38J'. 00
TON (WEARING) PER TON
---------- ------------------------- ---------------- --------------
ASPHALT CONCRETE AT
17 147 PAVEMENT CLASS B 3" .50 S; 3{,G'. 50
TON (LEVELING) PER TON
---------- ------------------------- --------------~- --------------
ASPHALT CONCRETE AT 4/.,S-
18 76 PAVEMENT FOR PRELEVELING 3,173.(JC
TON CLASS B PER TON
---------- ------------------------- ---------------- --------------
ASPHALT CONCRETE AT
19 5 FOR PAVEMENT REPAIR ;ZOo. 00 ~()OCJ. 00
TON CLASS B PER TON
---------- ------------------------- ---------------- --------------
ASPHALT CONCRETE AT /25.00
20 15 APPROACH CLASS B 1/?7S.DO
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---------- ------------------------- ---------------- --------------
21
1.97
ACRE
SEEDING, FERTILIZING
AND MULCHING
AT
1,11~.ClJ
PER ACRE
2)/t,7.()~
---------- ------------------------- ---------------- --------------
o
*- 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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TRAFFIC
22
27
EACH
FLEXIBLE GUIDE POSTS
23
3,399 TEMPORARY STRIPING
LIN. FT.
AT
23.60
PER EACH
AT
PER
0.07
t,34.f>t>
2.37.CI3
I, 272..78
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24
14,142 SPECIAL PAINT STRIPE
LIN. FT.
25
SPECIAL PAINTED
1,182 GORE STRIPE
LIN. FT.
26
256
LIN. FT.
PLASTIC GORE STRIPE
27
100 PLASTIC STOP BAR
LIN. FT.
AT
DOer
PER LIN. FT.
AT
o.o?
PER LIN. FT.
AT
1.2.5
LIN. FT.
*- 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.
28
8
EACH
PLASTIC TRAFFIC ARROW
LANE MARKER TYPE 2
PERMANENT SIGNING
ILLUMINATION SYSTEM
PER
AT
Z.ID.
PER LIN. FT.
AT
'4{,.oo
EACH
29
1.49
HUND.
PER
AT
2.80 .00
PER HUND.
LUMP SUM
LUMP SUM
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31
LUMP SUM
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HO. QUAHTIT"i'
----------
32 LUMP SUM
----------
33 32
HOUR
----------
34 752
HOUR
----------
35 172
SQ. FT.
----------
36
6
CU. YD.
37
4
CU. YD.
38
70
MGAL.
---------- ------------------------- ---------------- --------------
b.60
39 2
EACH
----------
~ 40 $500.00
or DOLLAR
----------
41 LUMP SUM
0
----------
(N.I.C. )
42 6
EACH
----------
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ITEM PRICE PER UNIT TO'l'AL AMOmIT
DESCRIPTION DOLLARS . DOLLARS
MAINTENANCE AND
PROTECTION OF TRAFFIC
LUMP SUM
3,5"Oo.c:.C:l
CONTRACTOR PILoTED
TRAFFIC CONTROL
AT
912. .co
2.g . E;O
PER HOUR
AT
ll.2.ot",.cc
TRAFFIC CONTROL LABOR 23 .\)0
PER HOUR
------------------------- ---------------.
CONSTRUCTION SIGNS
CLASS A
AT
PER
a.aD
SQ. FT.
z,o~.o'C
OTHER ITEMS
STRUCTURE EXCAVATION
CLASS B,
INCLUDING HAUL
AT
100.00
PER CU. YD.
{, "3.00
GRAVEL BACRFILL FOR AT
PIPE BEDDING 100.00
PER CU. YD.
4()CJ. {)O
AT
11400.00
WATER
2.0. ()C)
PER MGAL.
AT
PLASTIC DRAINAGE MARKING
PER
~.()C
EACH
------------------------- ---------------- --------------
ROADSIDE CLEANUP DOLLAR $500.00
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------------_____________ ________________ ____3~~~~_~~_
INSTALL MONUMENT, NOT NOT
MONUMENT CASE, AND COVER IN IN
(TO BE DONE BY OTHERS) CONTRACT CONTRACT
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DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE INTERPRETED AS CENTS.
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FEDERAL AID PROPOSAL NOTICES
NOTICr:: TO PROSPECTIVE FEDERAL.AID
CONSTRUCTION CONTRACTORS
I. CERTIFICATION OF NONSEGREGATED
FACILITIES
(e) II Certlflcallon 01 Nonsegregallld Faclh1,e~ as
requ.red by l"e May 9. 1967, Order ollt'le SeCreTa'r 01
Labor (32) F,R 7439. May 19. 1961) on Eltm,na!lOn 01
SegregaTed Faelhl.es 1$ Included In Ihe proposal and
must be subm,lled puor to Ihe award Of .. Federal-aid
hlgh......y construction contract ellceedlng S 10,000
which ,s not ellempt Irom the prov'Slons 01 Ine Equal
Opporhln,ty clause
(b) S,dlJers .1It" CrtulIlJ""" ;11" l.:llluws By Slunln~ Ih,!';
bid, 'ht: bidder will be det'med 11..1 h,J...," "~w"ed Olnri
agreed 10 HIe prOl/lStons 01 the "CerM.cat,on 01 Non.
.eg,egall!'d Facahhes" In Ihl' proposal ThtS Cl!'rhllca
'Ion prollldes Ihal Ihe btdder docs not malnlaln or
provide 10' hiS employee lacllllles wtuCh are seg'e.
glled on a baSIS 01 ,acl!', creed. color, or national orl'
gin, whl!'ther such lacllllles Irl' segreQaled by
directive 0' on a de IICIO baSIS The ce'tl'lcallon a/so
provides Ihl'lt Ihe bidder Will not maintain such segre.
gated IlIcllllles
(c) 8tddurs 1l!l;UIIIHI\I H:dtHUI ...d h,~hw;ly lunKlrut:
'10" con"acl awards e..clted"lg $10.000 wh,dl ar., "ot
...elmpl Irom the prOlltltonl of the Equal Opportuntly
t;IIUSI!' Will be leQutted to prOllldl!' 10' ttle lorwa'dlng ot
Ihe follOWing Mtle. to p,ospeellll(l subcontraclors ro,
constluchon conuacls and matetlal luppltprs whe'e
Ihe subcontr.cts or maletlal supply ag'eemenls e...
eeed S 10.000 Ind are not p...mpllrom the prOlll510n5
01 the EQual OppOrtu"illeS claun
NOTICE TO PROSPECTIVE SUBCONTRACTORS
AND MATERIAL SUPPLIERS OF REOUIREMENT
FOR CERTIFICATION OF NONSEGREGATED
FACILITIES
(a) A Ce"Illcalton ul Nonugregalod Faclhflfls al re'
qUlred by the May 9. 1967, Ordm of Ihe Sfll~relaly 01
Labor (32 F,R 7439. MOlY t9, 1967) 0" Hmlnallon 01
Segregaled F'Ctlll..I, which ,& Inctuded In 1h. prO'
pOI.I, or .U.ched herelo. mUll be ub,,"llIed by each
lubconll,cIO' Ind mlt.,Il1 .upph.r pilar to the award
0' ,he .ubconlt.ct or COn.umma"on 01 . mlle',al .up.
ply agr,....menl II lueh tubeon"lcl or agreemenl ....
eeli'd. "10.000 Ind IS not ....mpt from 'he P'Olll,lonl
01 Ih. EQual OPPOIIUnltV Cll1u't,
(b) Subconlr.c.or. .nd mlleflll luppheu; Ife CIU'
honed .s lollowl by 'IOlmng Iho subconlrlcl or ."If'r.
u,g Inl.:l a ml'CI'H.I lupply I\lr.em"nl. Ihlt
aubconlrlClOI 01 mll.rtal lupph.r Will bl!' de.m.d 10
h,ve IIgned Ind Igr.ed 10 Ihe prOIlI'IO'" 0' the "CII'
IIIIe.tlon 0' Nonsegr.glted Faclhlln" ,1'1 the lubcon.
IIIel 01 mal.'la' lupply .gle.menl Thl' C.,II'IClllon
PfOliltdu thlt the lubcontl.etor or mIl "'11 I lupph'H
doe. nol mlllnta,n or p'oYlde 101 hi' f'mploy"el IlcIII.
tl" whICh IIf' IOgregale" on th.... bUls 01 Ille. er","
COlor or 1'111101'1.1 or 1011'1. \IlIrhf'lhpl .ueh I.ttltllpS .,.
I.o'ev.lpd by dll""IlIe 01 (11'I ,. dt' IO~IO b.111l The
C."I"C"lon IIsO p'OIIl(:le. th.. 'ht" lubeonllltlor 01
mll4HI,1 luppllel \IlIr11l nol m'lnll'''' lueh .eor.,.t.d II
Cllt".'
ecl Subc.nnll.ICloI' Or mlll'rl.1 ,uIiPh.r. '''C'IIII"g
lubconlfJlct IWllld. 01 m.t"I'I.uPPll /lo....menl,..
c,.dlng 10 '0.000 which .," not ...mpl',om 'ht JHOIII.
110"101 'he [quill OPPOtlUnlty r.IIUU \IlIr1l! be requ".d
10 p,olI.dn 'or Iht' 10rwlld,ng Ollh" MI'ICr! Ip p'olPlte
Itll. IUt!tOl\!lIClO,. 101 con.IIUello" contr,c" ,nd tnl
'.rl.' luppl,." wh.r. Ihe lubeon",cU or m".rl,1
lupply 10'.'''"III' ..CI.d 110000 Ind Ir. nol ...
.mpI 'rom Ihe pfOYIIIO"1 01 Ih" EQul1 OpporlUnlty
Cllu,p
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(
APPENDIX W-3-4
II. IMPLEMENTATION OF CLE"N AIR ACT AND
FEDERAL W"TEA POLLUTION CONTROL ACT
el) By SignIng Ihl5 bId. the bIdder w,ll be: deenled 10
halle sllpulaled a!. lollow!.
(1) Thai any taclhl)' to be ullll,ed In Ihe perform.
,"ce 01 Ihls conlraCI, unless SUCh conlraCl1S
exempl under 'he Clean AIt Act. IS .mended
(42 use 1857 el ng . u amended by Pub
l 91.604, and ,,"de' Ihe Fede'al Waler POilu.
hon Conlrol ACI, .S amended (33 US C 125
eg scg..s amended by Pub L 92,500) e..ec.
Ullvtl Ordc, 1 t7:JH and regulal.nns In Impl,.
munlallon therl'ul (40 (; F R, Part t5). Iii "01
hSled on Ihe U 5 Env",onmenlal PrOlectlon
Agenc)' (EPA) List 01 Viola ling FaClhttes pur,
luanl to 40 C F_R 1520
(2) Thai Ihe Slale Deparlmenl 01 TranspOtlallon
.hall be promptly nOllfled p"or 10 conlracl
'ward ollhe recelpl by the bidder 01 any com.
mumcallon from 1he OlleClor, Office 01 Federal
AChllllles, EOA. IndlCallng Ihal a laclllly to be
u"",ed 10' Ihe con"a"l IS under consldpI.Io0"
10 bl! hl'ltnd an Ihn EPA llsl 01 V.ul.1ImQ Faclh
Ilc:,
FEDERAL AID CERTIFICATION
CERTIFICATE OF NONSEGREQATED FACILITIES
(Applicable 10 Federal'.Id conSlrucllon conlracll Ind
related lubcontrlct5 .xceedln" $10.000 which are
not eumpl Irom .he EQuII Opportum'y clause)
By Ihe lubmllSlO" 01 thll bid. Ihe e..ecuhon 01 Ihl5
contract or lubco"lraCI. ot Ihe consummallon ollhls
m,le'lIllupply .oreement, a,approprlate, Ihe bidder.
Fede,al.lld conlHuctlO" conttaclor. subcontractor, or
malenll ,upph.r. .. approp",'e, ce,tlllpI Ihlt he
dotls nol malnlal" 01 pI OvidI' 101 hiS employe.t. any
..greg.led li.CIIII"'5 al any 01 htl .stabhshm.nll, and
1hal hI' doe~ nOI Pl.lrmll hiS .mplOyeellO perlorm Ih."
lerlllce,.llnyloc.flon, under hll conl,ol. "",h.re I.g.
regated ',cIII".1 arf! malnlamed He celllhe" lurlhel
'1'1.1 he WI" nOI malnl"ln or JHolllde for hll employeI'I
any ngtegaled lacl/lfle. al any 01 hll e"abtlshmenl~.
and thlll he Will 1'101 permll I'll' employ"el 10 perlorm
1h.II serlllcel al I"y 10C.llon. under ht' 'onllol. wher.
..gregaled ',cllille. ar. malnlalned He .o,eel thll a
br.ach o. Ihll certtltcallon .. . IIIOla"on 01 Ii'll Equal
Opportunity clauI. In 1h" COntllCI AI uled In Ihll
certlllClllon, tho term ....greOllllll" I.Clllll.... me.na
a"v .alllng rooms. work ,'lIal. le"room, .nd wllh.
room.. r.llaurlnla .nd olhll' 11111'10 "eu, 11m.
clockl. locker rooml and othpr 1I0rage or dlelllng
ar.u, plrkln" loll, drl"k,ng 10unl'lns, rllClutlon or
tntert.",menl .11'1. IranlponallM, .nd houllng I'CII'
Iltel prolllded '01 employee. which al. no'eg'led by
..pIIClt dlreClive or arv In ,.ct segreg.ted On Ihe be
11101 rlCl', CI..d, (010', 01 "'lton.1 OrlOtn bltc.u'p 01
".bl" 10,.1 CUlto"', or Oth.'WII(l H., ag'~., 'hal If,.
C.PI wh,,"J ht hu Obl"nt'd Id"ntlcnl cerllflcltlon,
Irom plopolld lubconl'aclor. and mate'r,,,1 .upphcrt.
tal Ip"'IrIC lime p.IIOdl) he 'lrlll oblaln Idenl,c.1 C.,"
ltCIIIO'" Irom P'OpOsed lubconll1elOFl 01 m,l,rl"
IUpphplI pilar 10 thl' awa'd 01 11IbconlrlCII or Ihe
COnlumma"on 01 ma'tlrl.I supply ao'e.ml'nll. e.
Cledlng $10.000 whiCh .r. nOl e."mpl horn Ih. PIOIII'
lion. ollhe Eqult OpportuRlly cl,"n, 'nd 'flal hr Will
""In luCh Cerll'IC.hon. In h'l '11f'lI
Hot. '''II' P""."r '0' m.i"'l1 "'1" "."m"n,. In 0"
,,,. " p"uC"b.d In '8 use roo I
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APPENDIX ",,"~
NOTICE OF REQUIREMENT FOR AFFIRMATIVE
ACTION TO ENSURE EOUAl EMPLOVMENT OPPOR-
TUNITY (EXECUTIVE ORDER 11246)
(1) The OHer01's or Bidder's attention IS called to
the "Equal Cpportunll)' Clause" and Ihe
"Standard Federal Equal Employment Specifl'
cations" set forth h;arein
(2) The goals and timetables for minorily and 'e.
male participation, GJIlpressed in percenlage
terms for the Contractor's aggregate work
force in each trade on all construction work in
the covered ar8a, ore 8S tollows:
rlm_" Goa" 101 mlflo,,'Y Goals for lemale
Tabhrs partlclparlon lor f!lIch PIlr1'Ctpll"O(l If! each
".ae ,rlldf!
(s-. Sp~Cj.' PIOl/IS,ons)
These goals are applicable to all the CaRlac.
10,'5 conslrucllon work (whether or nOI It is
Federal or lederally assisted) performed in
the covered aroa If tho contractor per'orms
construction work In . geographical area 10'
cated oulslde of the covered .rea, it shall ap.
ply the goals established for such
geographical area where tho work i!J llclually
perlormed, Wllh regard to thiS second area.
the contraclor also IS aubJect to the goals ror
both its federally Involved and non"ederally
Involved construction
The Contractor's compliance with the Eucu.
tive Order and the regulations in 41 CFR Part
60,4 shall be bued on i1s Implemenlallon 01
Ihe Equat OpportuMy Clause, specifiC a"irm.
alive aCllon obligallonl ,equired by tho speci.
flcalions sot 'orth In 41 CFR 60.4.3(a), and its
eHorls to meet the goals The hours of minor.
ity and female employmenl and t,aining musl
be substantially uMorm throughoUI the length
of the contracl, and In each frade, and the
conlractor sholl make a good faith eHort to
employ mlnofllles and women evenly on each
01 ils prOlects. The tran,le, 01 mlnorily or fe.
male employees or Iraine.s Irom eonHaCIOr
10 Cdntraclor or 'rom pro,ect to project fa, the
1016 purpose 01 meeling the eonU.C'to,'1
gosls shall be a vlolallon or the conUact, the
Eucutlve Orde, and the regulallons In 41 CFR
Plrl 60,4 Comphance wilh the g0111 Will be
measured aoalnlt Ihe lotal wo,k hours per'
formed
(3) The Conl,actor shall provide wflllen notlllcl'
tion to Ihe Olr~Clor 01 Ihe OHI:e 01 Federal
Contract Comphance Programs Within 10
WO,klng day. 01 awa'd 01 any con.trucllon
lubconl,acl In ucen 01 S '0,000 at .ny her
fo' construction work under tho contracl ",
lulling from thl. SOhcltlflon The nollllelllon
Ihall IIDI Ihe name. .dd,e.. .nd t.lephone
numbor at Ihe subcontracto,. employ., Idenll'
flca'lon numbe' 01 the lubcontraclor, 1111'
m.led dollar _mount 01 tho lubeonlracl,
.,tlmated ""lIng and complellon dill.. of
lhe lubeonltacl. and the geographlcll I'" In
which tho lubeo".,.ct 'I to be perlorm.d
],nu.,y I?U
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(.) Aa uled in this Notice, and In the contract reo
.ulling from this solicitation, the "covered
.r.... II .a de.ignlted in the Special Provi.
alons for thl, project.
The goals and timetables for female and mi.
ftOrity utilization ahall be mcluded in all Fed-
.ral end f'der.t1y ...Isted conltruction
contracta and lubcont'acts in e.c.s, ot
.10,000. Tho go.la Ire applicable to the Con.
tractor'. agoreg.te onaite cona'ruction
worktorce whether or not part of that
wOrk'orce Is performing work on a Federal or
f.der.lly....l.t.d construction conlract 0'
subcontract.
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CONTRACTOR' 5 DECLARATION OF OPTION FOR MAHAGEMENT OF
STATD'l'ORY RETAINED PERCEN'l'AGE
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 ;5'-/4-6'1 signed b~ --p~
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.
I hereby further agree to be fully responsible for payment of all costs
or fees incurred as a result of placing said retained percentage in
escrow and investing i'c as authorized by statute. The OWner shall not
be liable in any way for any costs or fees in connection therewith.
Date ~-/4-P1' Signed 0;~~ 7?~
10
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APPENDIX IV.'"
NON-COLLUSION AND DEBARMENT AFFIDAVIT
.
State of Washington
ee County of cloJlamx
I, the undersigned, an authorized representative of /.nke:.s ,nC
e.* ..z:.-'/u ~"h;u €:S being first duly sworn on oath do hereby certify
that said person(s), finn, association or corporation has thave) not. either directly or indirectly,
entered into any agreement. participated in any collusion, or otherwise taken any action in
restraint of free competitive bidding in connection with the project for which this proposal is
submitted, '
1 further certify that. except as noted beiow, the firm. association or corporalion or any
person In a controlling capacity associated therewith or any position involving the administra-
tion of federal funds: Is not currently under suspension, debarment, .'OIuntary exclusion, or de-
termination of Ineligibility by any federal agency; has not been suspended, debarred, lIOluntar-
lIy excluded or determined Ineligible by any federal agency within the past 3 years: does not
have a proposed debarment pending; and has not been Indicted, convicted. or had a clvli
judgement rendered against said person, firm, association or corporation by a court of compe-
tenljurlsdlclion In any matter involving fraud or official misconduct within the past 3 years,
I further acknowledge that by signing the signature page of the proposal,. am deemed
to have signed and have agreed to the provisions of this affidavit
NOTL
Exc.pt/olU will nol nec..url/t ,.sun n donlol 0/ ._d, but will b. CONldor.d n dot."""ng bldd/Jr
,..ponslb/lily, Fo1 WlY uceplion noI.d, ndi...,. obovo '" ltIIcm , ~pllos. tlIIotInQ .ganey. WId dot.. 0/ .cIion,
Provid/ng (".. 1nI00000001ion moy f..uIt n c,m;,o/ pros.cutIon o,.ctnnislt.1ivo 8Mlc/lbns,
"A su,pOlldl/lf1 or d.bllrrlng offlt:lIIl /NY fIIOIll.. "'ceplion p.rml/tiJg . tMb.lrOd. svspOlldod. ex oxcNdod
p.lSon /0 plII/lc/p." n . part/cular /t."..cIion upon a wrItIon dol.rmlllltJon by IUCh offICIIII,'aff/lf1lt1. ""011(.)
/or devillIng from tho Presld.ntlal policy ..,.b6rhod by Ex.cutlvo Ord.r 12549,... (49 CFR Part 29 S.C/ion
29~'~ '
. If notarization 01 proposal takas place outside of Washington State, OFI FTF WASHINGTON and enter
appropriate Slate.
e. Fill in county where nOlarlzaUon 01 proposal takes place,
e.. Fill in firm name,
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To be .r'll" ... award '" this oontrad "'" blcId.r _ ........ ..;.s'_" .. a "," clllIoIher prllI>Oad. the ~
CI""ic8lion Nlaling 10 Dioadvantegod B..I.... EnI-," NQUIr.......... 1hIo oelII'cation .....be d..m.cl a part cI "'"
1115UIU"lI oonl..... F"'r.1o completo and......... .. cell'icaIIon... 1M .....Ion cia .... celll'OCIltion ..... be CDft-
aIelered .. lIVId..... ... 1M propose! Ie .......__ tD 1M Invll8Iion tD IllcI. WormIlIon on cel\l'''''' &ma II avaiIabla
...... OMWBE. pt;:lne (206) 'J53-lIU3.
IlISADVANTAQED BUSINESS ENTERPRISE In1LI7A'I10N CER'I1F1CA'I1ON
L.,q. K E 5/ JJE .:z;.. cks-:k/~:s cellif... UIaII.... _ wlh 1M Iobrlng 0iaacfvanI"".cI8u5illtlu Enl.rprI&ea
NAME OF IlIlOER '
(DBE) and. . . la ... auomaaful bidder on lhI5 ....Iact I ahan _nI aullconl_ra tD ... anter InlD aupply eg...mallls wlllI
the lollowWlg DiaadvantOllad 8ualne05 Ent.rprise,") ulndaacl: (iI_aaary,... additionalaheal).
NAME Of' DBE yALUE OF WORK IN DOLLARS
CER'nFICATlON ND. TO aE AWARDED DBE
t. ,40"./"_ /J-L:'~..._ Co, 2, ~3rQ..3'2-
iJ:z.~() 9112.~ zIP
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DISADVANTAGED BUSINESS SUBOONTRACTWG GOAL:
-If 0.00
DeE toTAl., 2. I W 3'=> . 3 :z.
. Till. dati w!lIbe uucl 10 dall,mllla wl>alhar Dr IlDl a bIdd.. hu 1M' "'I DOli 01'" ...,Irllll old blddara,
FOAM 272.o5GA
DOT REVISED lIIIl7
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PROPOSAL - CONTINUED
The bidder is hereby advised that by signature of this proposal he/she,
is deemed to have acknowledged all requirements and signed all
certificates contained herein.
A proposal guaranty in an amount of five percent (5') of the total bid,
based upon the approximate estimate of quantities at the above prices
and in the form as indicated below, is attached hereto:
CASH
o IN '1'HE AMOUNT OF
o DOLLARS
o ($ ) PAYABLB TO THB COUNTY TREASURER
~ IN '1'HE AMOUNT OF 5' OF THE BID
CASHIER'S CHECK
CERTIFIED CHBCK
PROPOSAL BOND
.*Receipt is hereby acknowledged of addendum(s) no,(s)____,____,____.
SIGNATURE OF AUTHORIZED OFFICIAL(S)
C~r~~
PIRM NAME ~A f(E5/DE:. Xchfs.fA/,e.,
(ADDRESS) ~O. Rox 7.;;?
t:tn+ ~~ ulA 9 f 3(,;(
me on \\\' l" ~".'..,~ \"-\ \ C\~C\
Date \ .
Signe~ and sworn to (or affirmed) before
(h'~\~__~~C'~~,~ O. ~S~c-
110'l.....RY PUBLIC
My IIIppointl\1l'mt expires .1--\ - \ 7'6' - q ()
Note:
(Seal or 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 am! subsequent rejection of the
bid.
Please refer to section 1-02.6 of the standard specifica-
tions, ro: .Preparation of Proposal,- or -Article 4" of
the Instructions to Bidders of building construction :lobs.
(1)
(2)
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RELI:ANC:.. ..!l INSURANCE CC{:rPANY
HEAD OFFICE. PHILADELPHIA, PENNSVLVANIA
Bond No,
BID BOND
APPROVED BY THE AMERICAN INSTITUTE OF ARCHITECTS
A.I,A, DOCUMENT NO, A,310 (FES, 1970 ED,)
KNOW ALL MEN BY THESE PRESENTS. that we LAKESIDE INDUSTRIES, A JOINT VENTURE
as Principal, hereinafter called the Principal, and the RELIANCE INSURANCE COMPANY of
Philadelphia, Pennsylvania, a corporation duly organized under the laws of the State of Pennsylvania,
as Surety, hereinafter called the Surety, are held and firmly bound unto
JEFFERSON COUNTY
as Obligee, hereinafter called the Obligee, in the sum of ***FIVE PERCENT (5%) OF THE TOTAL AMOUNT BID***
Dollars ($ 5% ).
for the payment of which sum well and truly to be made, the said Principal and the said Surety, bind
ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by
these presents,
WHEREAS, the Principal has submitted a bid for
OAK BAY ROAD & FLAGLER ROAD INTERSECTION
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal and the Principal shall enter
into a Contract with the Obligee in accordance with the terms of such bid, and give such bond or
bonds as may be specified in the bidding or Contract Documents with good and sufficient surety for
the faithful performanco of such Contract and for the prompt payment of labor and material fur-
nished in the prosecution thereof, or in the event of the failure of the Principal to enter such Contract
and give such bond or bonds. if the Principal shall pay to the Obligee the difference not to exceed
the penalty hereof between the amount specified in said bid and such larger amount for which the
Obligee may in good faith contract with another party to perform the Work covered by said bid,
then this obligation shall be null and void, otherwise to remain in full force and effect.
Signed and sealed this
14th
day of August
A.D. 1989
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{LAKESIDE INDUSTRIES, A JOINT VENTURE
(PrlnclpalJ (Saal) ,
BY:C;~ ~ /~~~
(TllIa! ,
RELIANCE INSURANCE COMPANY
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Mftry A, Dobbs, AttorneY-fn-Fftct
BOR ,2305 Ed. 10.73
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RE.IJ.U\-.ICE INBURA.NCE OO~PANY
_ OFFlct, PHILAOI!L.PHIA, PENNSVLV,,"IA
POWER OF AnORNEV
ICNOW ALL MEN IIV THEIE "'UbI", Tlwt tho RELIANCE INIUl'lANCE COMPANV.. _..ion cIuly ~nd -.... '- of tho 1- of
""-1_'"', _ ""'*" _, .......... --""
MARY A. DOBBS of SEATTLE. WASHINGTON
.. '"" _ 11_ """,-.lft.FIICt, ... ........ .._to. ... and doI_ 101_ "" IU baholl, _.. ... oct --
ANY AND ALL BONDS AND UNDERTAKINGS OF SURETYSHIP ------
_ ... bind 1M AELlANCE INSURANCE COMPANV __ .. h.llly _ '0 tho .... ....... .. II _ - - _lOkl"".nd...... ...1.iftgI
obi""'" In .ho ...".. _001 Mn ....... bv ME......... OIl. 01 1M RELIANCE INSURANCE COMPANV - _led_ ......001 by - Ollle,
of _ oft_.. _ ""'*" ratllloI_ _"".. a1'''''' It. """ A.............'__ nwy do III pu- _,.
'rhlo _ 01 Anor...... II ......lId u_ _ by ...horIIV 01 .....Iele VII of .ho .v,La... 01/ AELIANCE INSURANCE COMPANV wltlch ba_
off.ell.. Sapt_l. till. ""'Ich "'0_ _ now In lull 10... .nd ""1Ict. _I... .101_:
ARTICLE VII - EXECUTION OF IIONDS AND UNDERTAKINGS
I. Tho Boold 01 DIIIICtOl.. .ho Prnidlnt. .ho Choll_ 01 .ho II..... MY Sonlol Vico "_n.. MY VIco p...idon. ... _...n. Vico "..odon.
01 04'" oK_ dnignatld by thllIoerd of Dirtcton ,fwll hive power and euthority to r., appoint Attorneys.Nt.Flalnd to .uthor'n them to execute
on _I 01 tho ComlJOnY. _ _ .ndortokl.... 'ocoonl..n-. ..n...... .1 'ndomnlly.nd of.... ...1.1ngs obi....... In.... ....... .......,. - lbl
10 ..mo.. My _ A._.lft.FIICt .. ony .1... ..... ,_. .... 1>0- - ....horltV 81- '0 "1m.
2. An......y&oln,FIICt ....11 ..... _ .nd .."""lty. oublocl'o ......,....nd IImlull.... ol.ho _ 0' otlOlnoyl_'o .IIom,'O ..-..
..... dol.... on ......., 0' "" Co.-ny. _ _ ._Ukl/llll. 'ocoon.....-. ......_a 0' Indomnl.y end ....., ...klngs obllgotOlV In .... ....... ......01,
Tho _... _110 _ _rv I... .... oofldlty 01 My _ ..... _ruklnao.,_I..-o. ....."IIct. ollndormky end o./w, writings obllge.o,y
In''''..,,,,,,-,.
3. Anornl'\1olftoFKl an ...... po\lWl' Md euthorhy to lucutl ..fidlvitl required to be attached to bondI. fec:oQ"luncn. contrK'h of Indllm-
My ... ...... ..ndl.lonol 01 obIlgolOfY _Uklngs .nd .hlV ...." .110 ..... po..., .nd ...horItV '0 ~lfy .ho lI..ncla' ....-. 01 .... CO.....ny .nd
10...01 .ho lIy.Uwo 0' tile ~y Of .ny ortld. 01 _Ion _,.
n.. _ 01 ott_ 10 olgnod end _loci by _110 undor end by authority 01 .ho lollowl... R_Mlon odoPlod by .... Boo,d 01 01_"" 01
AELlANCE INSURANCE COMPANY.'. .....1... hold on tho &t11 cloy 01 "'-. IlIlD,,' ""'Ich. _......... ",.on...nd uld R_luIlon'" not-'
_..._Iod:
._...... .ho. .ho .......... 01 _ dkilCl.... _ 0"1_. _ t'" .., 01 .~ Componv WW't ba .IIIIIod '0 .ny _ _, 01
.n..noy 01 ..v ~IfIcaU .-1... ........ by loorImlll. ..... any""'" po_ 0' ..,.,noy ... _nl'lcOl. ...,1.. _'oorIm".
......... ... 'ocalmllo ... ....11 ba wild and blndl... _ .... Compony _ any _ _ 10 ",cu'od - .."111ed by
Iocolrnllo 01"",.... _ loorImll. _I ...." be valid end bIndint .- .... CO_y In tho futuro wI.h ,_ '0 MV bond Of
-.okl... III ""'Ich It II ...-:.
IN WITllESS WHEREOF. lilt RELIANCE INSUf.!ANCE COMPANV ho....- ..... ",_nll.o'" oIgnod by It. VIco _._It._poI'" _1.0
... ......GOffl__..... ~4 tn....oI AU gu s t " 87
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IITATEOf' Washington
COUNTY OF Ki ng
0.._ 24th day of
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August
, ..B 7. potoonally --...
Lawrence W. Carlstrom
10 _ k_ 10 be t'" VIco-P,_t of "" RELIANCE INSURANCE COMPANY. - ....nowlodood thot ho .._tad end ....tted t...,_I...
__I _ offlxed .... ... 01 ... _otlon _, end.hot Artlelo VII, Soct~1on I 2_ 3 of .... h'~ 01.1d CornpaIly end.... "_Iv.
llon,_ _ -....._.Ulln"'" _. ./ ~ ~ '
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May 15 ,'II 90 ' ~~ _,.,N>llclulldlor.' Wash gton
IlaaIdlotr .. T a com a
I. John E. Va nee ,Aa_t"""'" oI.ho AELIANCIINIURANCI COMPANY," ho.......rllly tho1lho_
_ ,''''''''... 10. tNO.nd..._ _ of. _ of AnOlnoy ._001 by.1eI RILIANCIINIURANC. cOWANV, ""'....10 ttUI 101 Iutllor. -
off_,
.. WITllIIII WHIRIOf',I_ _10'" IffY _ alld ...1.... tho... of... Co-"Y "'" 1 4 t h ..,.. ^ u 9 u s t
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JEFFEhiiON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385,9160
ft\i
J;UG 2;-1989
Gary A. Rowe, P.E., DJfector
Robert G. Nesbitt, P.E., County Engineer
JEFFEHS'_"',i COUi'JTY
::JUGUC \'JC.If-':I<S DEPT.
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~~
MEMORANDUM
DATE:
August 16, 1989
TO:
Board of County Commissioners
Robert G. Nesbitt, P.E" County Engineer ~~
PROM:
SUBJECT: Recommendation for award of bid for Oak Bay / Flagler
Road Intersection, CR0738, Fed. Aid Project No. R5-P161 (001)
The Public Works Department has
above referenced project and
awarded to Lakeside Industries
$263,665.61.
completed checking the bid for the
recommends that the contract be
of Port Angeles for their bid of
,r
The bid received is 11.12% higher than the Engineer's estimate,
In comparing the bid to the Engineer's Estimate ( attached ), the
major items differences almost balance ($4030 higher than the
Engineer's Estimate) with the exception of the Illumination which
is an additional 55,000, Illumination is a "specialty" item, which
is difficult to estimate because of the unique features for each
project, If this one item was adjusted to the bid price, increasing
the Engineers' Estimate to a total of $242,673.55, than the bid
price would be 8,65% higher than the Estimate, The rest of the
items in the project are small quantities which are also difficult
to estimate and account for the majority of the increase over the
Estimate.
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The response to the call for bids for this project was good with
four potential prime contractors requesting bid packages and an
additional five sub-contractors requesting bid packages, After the
bi d openi ng, the three potent ial primes that did not bid were
queried by phone for their reasons. The stated reasons for not
bidding the project, was because of its inherit traffic control,
high amount of specialty items ( illumination, pavement marking ),
the sub-contracting of the asphalt, and their prior commitments.
Typically,
rejected,
to a recommendllt ion
be re-advertised in
that the bid be
late winter tor
this may lead
and the project
100':.', Rreycled PlIPDr
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construction in the early part of next years construction season.
However, after the discussions with the potential bidders, and
reviewing the nature of the items and their quantities, the
probabili ty of a substantially lower bid is doubtful. This, in
addition to the cost to re-advertise, and the delay of the project
causing a continued exposure to hazardous conditions, the
conclusion is to award the bid as recommended and proceed with the
project as planned.
Additionally, after the contract is awarded, the potential exists
to eliminate some minor items from the contract and perform the
work with County Forces resulting in lower overall project cost of
approximately $11;000.00.
xc: CR0738 "corres"
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CCU'HY OF JEFFERSCll, STATE OF i'lA9iINGT~
BID T,lBULATl~
Project: Oak Bay Road - Flagler Road Intersecticn, CR0138 I
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iLakeside InclJstries / POTENTIAL IToo TO BE 1
ENGINEER'S ESTII'ATE IP,O, Box 728 B10 ClM'ARI~ /DELETEO FIlJo1 COORACT ,lNDl
IPort Pnge les, Wa, 98362 1 PERFOf<<D BY 1JjE co.mY I
1 / ,lN0 ESTlI'ATED SAVIOO3 1
/ / I
IITEMI TOTAL I Llm 1 ITEM I 1 I 1 1 1 PEl\tENT IIJlIT PRICE I ESTII'ATED 1
iNO, I(,1JANTlTY / / I~IT PRICE / TOTAL IlkllT PRICE I TOTAL 1 DIFFERENCE 1 OVER,WDER I DIFFEROCE I SAVIOOS 1
1-1--1-1 1-1-1-1-1-1-1-1-1
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1 1 I I OOARATICN 1 1 1 1 1 I I 1 1
1-1-/-1 1-1-1-1-/-1-1-1-1
1 1 1 1 1 L.S, !I(llILlZATlcr: 1 $18,981.88 1 $18.981.88 1 $15,500,00 1 $15,500,00 1 ($3,481.88)1 -18,34%1 1 $0,00 I
1 1llM' SJoI 1 1 ~ 8% OF TOTAL 18% Of TOTAL 1 I LtH> S.loI 1 I 1 I 1 1
1-1-1-1 1-1-1-1-1-1-1-1-1
I 2 1 2,61 IACRES IClEARING,lNO GIUlSING 1 $2,500,00 1 $6,525,00 1 $2,785,00 1 $7,268,85 1 $743,85 1 11.40%/ 1 $0,00 1
!I II 1/001 I ACRES 1 1 1 I 1 I
!-I-I-I 1-/-1-1-1-/-1-1-1
1 3 1 3399 1 L.F, IReOIING TE1oIroWlY STRIPING / $0,04 1 $135,96 I $0,04 I $135,96 1 $0,00 I 0,00%1 I $0,00 1
! 1 I 1 I L,F, 1 1 L.F, I 1 1 1 / 1
!-/-I-I /-I-I-I--I-I-I-I-!
i 4 I 860 I S, y, IPA\'EIENT ROOIAL I $3,00 1 $2,580,00 1 $3,50 I $3,010,00 I $430.00 / 16,67%1 I $0,00 I
/ 1 1 I 1 S,y, I 1 S,y, I 1 1 1 1 1
1-1-1--/ 1-1-1-1--/-1-1-/-1
! 5 I 1,77 I fW, IReOIING lME IIARKER / 172,00 I $127,44 1 $250,001 $442,501 $315,06 1 247.22%1 1 $0,00 !
I! I I 1 fIJI, 1 / 1m. 1 1 1 1 I I
I-I--I-! 1-1-1-1-1-1-1-/-1
! 6 I 17 I U, IROOIE OJLVE.~T PIPE 12' DJA.'ETER 1 $8,00 1 $136,00 1 $50,00 1 $850,00 I $714,00 1 525,00%1 $42,00 1 $714,00 I
! 1 1 I 1 L,F, 1 1 L.F, 1 I 1 1 I' I
1--/--1-1 [-I-I-I-I-I-I-I-!
ill I 1 1 1 I 1 I I 1 1
! I I GRADING I I 1 II! 1 I 1
I--I-I-! 1-1-1-1-1---1-1--1--1
! 7 I 8626 I C,Y, II\lJAOOY EXCAVATl~, IIl::WOING HAUL I $3.35 1 $28,897,10 1 $3,95 I $34,072,70 I $5,175.60 1 17,91%/ I $0,00 1
I 1 I I I C,Y, 1 I C,Y, I 1 1 1 1 I
i!-;:--;:-~-:PA\OO~~AIR ~~~;;--II~/I~;;\$;';-:- $585,00 \-;;;;:~o,oO%:-\~~:1
: I 1 III<<:LlIOING HAUL I 5, y,! I $, y, I 1 1 I 1 I 1
1-;--/--1 1--/-1-1-1--1-1-1-1
! 9 I 2359 1 C,y, IOOIJ,~T CtWACTICN I $0,551 $1,297.45 I $1,20 I $2,830,BO I $1,533,35 1 118,18%1 1 10,00 1
I I ! i 1 C,Y, 1 1 C,Y, 1 / I I 1 I,
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ill DRAINAGE 1 I I 1 1 I I 1 1
1-1----1--1 1-1-1-/-1--1-1-1-1
I 10 I 6 I C,Y, IDITCH EXCAVAT!()IImOING HAUL I 16,92 I $41.52 1 $100,00 1 $600,00 I $558,48 1 1345,09%/ I $0,00 I
I I I I 1 C,Y, 1 1 C,Y, I / / 1 / I
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Ill! 112 1 L,F, IPlAIN Wl::RtlE OJLI'ERl PIPE, 1 $29,95 I $3,354,40 I $27,45 1 $3,074,40 I ($280,OOll -U5\1 1 $0,00 1
I I 1'2IN,DIOOER I U, 1 1 L,F, I 1 1 1 1 1
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Project: Oak Bay !<<lad - Flagler !bad lntersecticn. CR0138 1 1 1 j
I ! Lakeside Irdistries 1 POTENTIAL ITOO TO 8E 1 1
I e.GINEER'S ESTIflATE IP,O, Sox 128 8[0 ClWARIs:N IDELmO FRO>! WlTRACT AND! 1
1 IPort Mgeles. Wa, 98362 1 PERFOOoED 8Y lHE ca.mY 1 ,I
I llANO ESTlflATED SAVINGS 1 1
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1 ITEM! TOTAL IltlIT 1 ITEM 1 1 1 I PEfWIT IltlIT PRICE! ESTIflATED I l
INO, I(lJANTITY I ! IltHT PRICE I TOTAL ILtlIT PRICE 1 TOTAL 1 D!FFEROCE 1 O'IERMOER 1 DIFFEROCE! SAVIM3S 1 oj
!-!-I-! ! I-!-I-I-I-I-I-I!
! 12 1 40 I L,F, IPlAIN a:N:RfTE OJLVERT PIPE. $35,21 1 $1.408,40 I $39,00 1 $1,560,00 1 $151.60 1 10,76%1 1 $0,00 1 1
! 1 1 118 IN, DII.'lETER L,F, 1 1 L,F,! ! 1 1 1 1 I
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1 I I I 1 I I I 1 1 I 1
! I 1 1 9JRFACIMJ 1 1 1 1 1 1 I !
1-1-1-1 1-1-1-1-1-1-1-1
I 13 ! 2146' C,Y, IGRAVEL 8ASE (TIU:K 1'f.IS.JRE) $13,54 1 $31.180,84 1 $9,851 $21.048,10 1($10,132,74J1 -21,25%1 1 $0,001
! I !! 1 C,y, 1 1 C,y, 1 1 1 1 1 11
1-1---1-1 I--I-I-I-I--I--I-I-!I
I 14 1 159 I C,Y, ICRl9iED 9JRFACIMJ TOP COJIQE ! $20,00 1 $15.180,00 I $16,89 ! $12.819,51 I ($2,360,49J1 -15,55\1 1 $0,00 1 11'
I 1 II! C,y, 1 1 C,Y, 1 1 1 1 I 1
1-1-1-1 I 1-1-1-1-1-1-1-11
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i I I 1 Ll(IJIO PS'liALT 1 1 1 1 1 1 1 1 1 .
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I 15 1 2,38 ! Tm IASRW.T FOR TACK ca.\T I $254,13 I $604,83 1 $215,00 1 $654.50 1 $49.67 ! 8,21%1 1 $0,00 I ,;..1.,..'
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1-1-1-1 1 -1-1-1-1-1-1-1-1
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I I ! I ASiliALT o:NCRETE PAVOOT I I 1 1 I I 1 1 1
1--1-1--1- I---!--I-I-I-I-I-I-!
1 16 I 1680 1 Tm IASi'riALT crncR€TE PAVOOT ClASS 8 I $30,00 1 $50.400,00 1 $35,35 1 $59,398.00 I $8.988,001 11,83%1 I $0,00 I
I! I !(~ING) 1 TO'l 1 1 Tm 1 I 1 1 1 1
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I 11 1 1~1 1 TCIi !ASPHALT a:N:RETE PAVOOT CLASS 9 I $35,OO! $5.145,00 1 $36,50 1 $5.355,50 1 $220,50 1 4,29%1 I $0,00 1
I I 1 1 (LEVELlt.\l) 1 TCtl 1 I TCtl 1 1 I 1 1 1
1--1-----1-1 ----1--1--1-1-1--1-1-1-1
! 18 ! 16 I TCtl IASPHALT C(NCRETE PAVOOT Fal I $35,00 I $2.660,00 1 $41.15 1 $3.113,00 1 $513,001 19.29%1 1 $0,00 1
! i iPR1:LEVELlMJCLASS B I TO'l I 1 TCtl I 1 1 I I 1
1-1--1--1 1----1-1-1-1-1--1-1--1
i 19 I SlIm !ASPHALT COCRETE FOR PAVOOT 1 $45,00 1 $225,00 1 $200.00 1 $1.000,00 1 $175,001 344,44%1 1 $0,00 1
i I ! IREPAIR CLASS 8 1 TCtl 1 1 TCtl 1 1 1 I I 1
1--1-----1---1------------1---1--1-1-1-1--1---1--1
1 20 1 15 I TCIi IASI1W.T C(NCRETE APmlAQi ClASS B 1 $40,001 $500,00 I $125,00 1 $1.915,00 1 $1,215,00 I 212.50%1 1 $0,00 1
1 Iii TCtl 1 I Tm 1 1 1 I I 1
1-1---1-1- I-I-!-I-I-I-I-I-I
! I I I 1 I 1 1 I 1 1 1 1
1 1 EROOICtl CCtHRCl I 1 I I 1 1 1 1 1
:---1-----'---1--------1---.---1-----1--1----1-1-1-1-----I
1211 1,911ACr.fS ISEEOIMJ. fERTlLI11MJ ~D foULOiIMJ I $1.000,001 $1,910,001 $1.100,00 I $~.'51,OO 1 $191,001 10,00%1 1 $0,00 I
II I I 1 ACRE 1 1 ACRE 1 I I 1 1 I
I---~---I--I-------I--I--I-I---I--I-I--I-I
(;(wTY OF JEFFERS:N, STATE OF !'I~IMJ1Ctl
8ID T.ABULATlO'l
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c:o.mY OF JEFFEm, STATE OF WASHNGTCt1
BlO TABULATlCt1
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Projec~: Oak Bay !<lad - Flagler ~ Intersect;"', CR1l738 ! 1 I I
I I Lakeside InclJstries I I POTENTIAL ITEMS TO BE 1
1 ENGINEER'S ESTI~ATE IP,O, il<>< 728 I 810 CCM'ARISGl !DELETED FRCl>I COOTRACT .11101
1 [Port .Angeles, Wa, 98362 I I PERfOIiloEO 8Y THE cronY !
i ! I 1 .1110 ESTIMATED SAVINGS
: ! 1 1
i I I 1 PEIroT I \.NIT PRICE 1 ESTIMATED I
[LNIT PRICE I TOTAL I\.NIT PRICE ! TOTAL ! DIFFERtIU 1 OVERlWD€R 1 OIFFEROCE I SAVINGS I
i 1-1-1-1-1-1-1-1
! 1 ! [ I I ! 1 !
TR/oFFIC I I I I 1 1 I :
1--,--------1---:------- !-I--! ! 1-----------,---------[--1-1
: 22 : 27 100 [FlEXI8LE WIDE ?.:GT 1 $19,58 1 $528,66 I $23,50 I $634.50 I $105,84 I 20,O21;! I $0,00 1
II I I I EACH I [001 t I : : :
1-1--1-1 [-1-1 1 1-1-1-[-1
1 23 ! 3399 I L.F, ITEM'ORAR'I STRIPING ! 10,06 I 1203,94 1 $0,07 [ $231.93 I $33,99 1 16,67%1 1 $0,00 [
Ii! 1 ! u, I t L,F, 1 [ [ I I 1
1--1-1-1 1-1-1 1 I-I-I-I---!
1 24 [ 141421 L.F, IPAINT STRIPE 1 $0,07 I $989,94 I 10,09 I $1,272,78 I $292,84 I 28,57%1 i $0,00 I
1 I II! U, I 1 U,! ! I 1 1 I
1-1-1-1 1-1-1-1--1-1-1-1--1
I 25 ! 1182 1 L,F, [PAINTEO ~'RE STRIPE I $0,14 1 $16S,48 I $0,09 1 $106,38 1 ($59,101l -35,71%[ 1 $0,00 I
I i I I I u, I I U,! 1 1 1 1 1
1---1-1-1 1-1-1 1 1-1--1-[--1
I 26 ! 256 I L.F, IpusTlC 0Cf:t STRIPE ! $1.96 1 $501.76 1 $1.25 1 $320,00 I ($191.76)1 -36,22%1 I $0,00 1
II! I [ L,F, I I u, [ I 1 I I [
1-1-1-1 1-1-1 I 1---1-1-1-1
I 27 I ICO I U, IPUSTlC STOP 8AR I $3,39 1 $339,00 1 $2,10 1 $210,00 I ($129,OOll -38.05%1 I $0,00 I
!! I I 1 U, I I u, 1 1 1 1 1 1
'-1-----1---1 1-1--1---1-1-1_1_1_1
I 29 1 9 100 IPUSTlC TRAFFIC A~ I $51.86 I $414,89 I $46,00 1 $369,00 I ($46,88)1 -11.30%1 I $0,00 I
II II lEACH 1 IEACliI 1 1 1 I I
1-1-1--1 ,-I-I-I-I-I-I--I-I-!
I 29 I U9 I fUl, Il.'NE MARKER TYPE 2 1 $297,50 [ $428,39 I $280,00 1 $417,20 1 ($11,1811 -2,61%/ I $0.00 1
I I I 1 I tW, 1 1 IW, I 1 I 1 I I
1-1--1-1 1--1-1-1-1--1---1---1----1
1 30 1 1 1 L,S, IPEflIMENT SI~ING 1 $1,500,75 I $1,500,75 1 $12,500,00 I $12,500,00 1 $10,999,25 I 732,92\1110,999,25 I $10,999,25 !
I ILlW SlIo\ 1 I 1 LlW SIJoI 1 I LlW afoI 1 1 I I 1 I
1---1--1---1-----1--1-1-1-1-1-1-1-1
31 I IlL,S, IILIJ.MINATlCt/ SYSTEM I $30,000,00 1 $30,000,00 , $35,000,00 1 $35,000,00 I $5,000,00 I 16,67'1 1 $0,00 I
I IUM' afoI 1 i 1 LLMP SIJoI I 1 LLMP afoI I I 1 1 1 1
!---;----I-I---------I--I-I 1---1---1----1----1--1
I 32 I 1 I L,S, IMAINTENN(E.II1D Pf\QTECTICt1 I $4,219,20 I 14,219,20 I $3,500,00 I $3,500,00 1 (1719,20" -17,05%1 1 $0.00 !
1 IlJMl afoI [ ICf TRAFFIC I LlM'SIJoI I I LlM' afoI 1 1 I I I I
1--1---1-1 --1-1-1 1--1-1-1-1-1
! 33 1 32 I HOJR ICClITRACTIlR PILOTED TRAFFIC COITRlX. I $25,00 I $800,00 I $28,50 I $912,00 I $112,001 14,00%1 I $0,00 1
I II IHO.IRI 1 HOJR 1 I 1 I I I
I----I--!-!-------I--I-I-I---I--I--I--I-I
I 34 I 752 I f(lIR ITRAFFIC COmo.. LABOR I $20,00 1 $15,040,00 1 $23,00 I $17,296,00 I $2,256,001 15,00\1 1 $0,00 I
II II IHO.IRI 1 HOJR I 1 I I 1 1
I----I----!---I---- 1--1--1-1-1-1--1-1-1
IITEMI TOTAL ! ltIIT :
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BID TAOOLATI~
'I
Project: Oak Bay Road - Flagler Road Intersecti<Jl. CR0738 1 1 1
I ILakeside Irdstries I POTENTliIl. ITEMS TO 8E I
I ENGINEER'S ESTlIo\o\TE IP,O, Box 728 BID CCM'AAISCN IDELETEO FRCM camW:T ANOI
I IPort N'ogeles, Wa, 98362 I PERFOOoIEO 8Y IHE IXl.N1Y I
I llANO ESTlI'A TED SoIVIr-m 1
1 1 1 I
IITEMI TOTiIl. I LHIT 1 ITEM I I I PERCENT ILHIT PRICE 1 ESTlWlTEO !
100, IQJANTITY I 1 I!.NIT PRICE 1 TOTAL IltiIT PRICE 1 TOTAL 1 OIFFERtNCE I O'iER;WOOl 1 OlFFERfNCE 1 SoIVINGS I
1-1-1-1 1-1-1-1-1--1-1-1-1
I 35 I 172 I S,F, ICillSTflXTlCII Sloo ClASS A 1 $7,50 I $1,290,00 I $12,00 I $2,064,00 I $774,00 I 60.ootl $4,50 I $774,00 1
I 1 I I I S,F, I I S,F, 1 I 1 I I I
1-1-1-1 1 1-1-1-1-1-1-1-1
I 1 I 1 I 1 I 1 I I 1 1
1 1 1 1 OIHER ITEMS 1 1 I I 1 1 I I I
1-1-1-1 1-1-1-1-1-1-1-1-1
I 36 1 6 I C,Y, ISTflXlURE EXC.WATICII CLASS 8 I $8,81 I $52,86 I $100,00 1 $600,001 $547.14 I 1035,07%1 1 $0.00 1
1 1 1 IltroOING H.IlJL 1 C,Y, I I C,Y, I 1 I 1 I 1
!-I--I-I 1 1-1-1----1 1-1-1-1
1371 41 C,Y, IGRAVEL 8ACKFILL F<lR PIPE BEDDING 1 $13,22 I $52.88 I $100,00 I $400,00 I $347,121 656,43%1 I $0,00 I
I I 1 1 1 C,y, I 1 C,y, I 1 1 1 I I
!-I-I-I !-I-I-I-I-!--I-I-I
1 38 I 70 !foGIL, IKATER 1 $15,00 I $1,050,00 1 $20,00 I $1,400,00 I $350,00 I 33,33%1 I $0.00 1
I 1 I 1 1 foGIL, I I foGIL, I 1 1 1 1 I
1-1--1-1 I I--!-I-I-I-I--I-I
! 3\ I 2 100l IPlASTIC ORI.lNAGl: I'AAKIOO 1 $25,00 I $50,00 I $3,00 1 $6,00 I ($44,00)1 -88,Ootl I $0,00 I
II II 10011 lEACH I 1 1 1 1 1
\-1--1-1 1-\-1-1-1-1-1-1-1
1 40 1 $500,00 1 001., II\1l.\IXlIO€ CLEMUP I $500,00 I S500.00 1 $500,00 I $500,00 1 $0,00 I O,Ootl 1 $0,00 I
I! I' 1000LARI 1000LARI 1 I I 1 I
1-1-1-1 I-I-I-I-I-I--I~I--i
1 41 1 1 I L,S, ITRII+IING A"O CLEMUP 1 $1.500,00 I $1,500,00 I $2,500.00 1 $2.500,00 I $1,000,00 1 66,67%1 I $0,00 :
I 1 llM'SJoI I! (ESTlWlTE) 1 llM' SJoI I I LlM' SJol I I I I 1 I
I-I-I-i- 1-1-1-1-1-1-1--1-1
142 I 6 I EA, 1 INSTALL KHHNT, (IIJT IN carrRACTlI $250,001 N,I.C I 1 N,I.C 1 SO.OO 1 I I $0,001
1 1 1 IfoOUoI:NT CASE ~O CMR I 00 I I 00 1 1 I 1 1 I
1-1---1-1- 1-1--1-1-1-1-1-1---1
1 GRIJ1D-TOTAL 1$237.273,55 I 1$263,665,61 I $26,392,06 1 11.12'l1 1 $12.487,25 I
I---I-I-I-I-I--j--I--I-I
1-1-1-1
carrRACT PRICE AFTER TOTAL SAVIr-m 1$251.178,36 I $13,904,81 I 5,86\1
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BID DATE 8-2-89
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RECORD OF BID DOCUMENTS
Project Oak Bay Rd., :- Flagler Rd. Intersec tion Ploj... CR0738
N.me No.
ProjlC1 Bruce Laurie
MI_
Am'tnq'dpor.tS~ 1M DdepOslt(])
Mud II" be roturned1 .xL.S.-
Phone
ext.
168
FEE OR DEPOSIT DOCUMENTS ADDENDA ISSUED
DATE FIRM NAME 110 ADDRESS NAME OF INDIVIDUAL RECIPIENT
ISSUED OF RECIPIENT TELEPHONE NO.OF FIRM ! ., DATE DATE NO, t 2 3 4 5
, AMOUNT SET NUMBERS
l~ Add,.,. of Finn - Str..t Addroal (lncludo A'.. Codal a REC'D RET'D SETS 6 7 8 9 to
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8-2-89 WSDOT Support Ser. Center Kirby L. Collins I
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31"5 22nd Ave S. 1-800-637-8488 I 1 ~nQ~<o'
~. ,.1, ',fA no 11. I, I
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8-2-89 (A.G.C. ) 472-4476 I
PO Box 11105 I 1
I "'n ,~_.Q "'. 00/, 11 I ~nQ~<o'
8-2-89 (A.G.C) I
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8-3-89 F!J6i IndusHies I 1 1
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l' , . Box 7 I
Milton', Wa 98354
Delhur Industries, I
Inc, I ~
~ 1 2
8-3-89 1'.0, Box e.sloo 0/ g-Lf -,
Port Angeles Wa 98362 !,-
L'lf.eside Industries Jim I ~
8-3-89 p, . Box 728 cdW'll g.g ~ 1 3
Port Angeles, Wa 98362 ..',
~ I
Associated Sand & Gravel 355-2111 I
8-7-89 P,O. Box 2037 I ~. Lf 'NB 1 4
tlA no~^' ~5 be v
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Ace Paving Inc, ~, .'~
8- 7 - 89 1',0, Box 4100 'iI. ?/') ~rzj
Bremertcn, WA 98312 25, >n ~
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8-7"-89 Olympic Electric I ~;e? . ,
1805 Tumwater
Port Angeles, WA 98362 ?~,~n )( ~'Q 1 6
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':p Z.
RECORD OF BID DOCUMENTS
P,oject Oak Bay Rd,,:- Flagler Rd. Intersection Project CR0738
N.me No.
Project
Menqlf' R1"'111"'O Laurie
25.00 0 rlt'I
Am.creq'dper..tS- 1M' dtpOIltw
::." 168
Mult .... be ..\u,nod1 ~
I DATE FIRM NAME l!o ADDRESS NAME OF INDIVIDUAL RECIPIENT FEE OR OEPOSIT DOCUMENTS ADDENDA ISSUED
ISSUED , OF RECIPIENT TELEPHONE NO.OF FIRM l! '" DATE DATE NO. I 2 3 4 5
llAgal Add.... a' Finn' SIIOI\ Add..al UnchJd. Area Codal AMOUNT SET NUMBERS
tl c3 R EC'D RET'D SETS 6 1 6 9 10
Valley Plan Center I
I
8-8"'89 1819 S. Central Ave 1/84 I
Kent WA 98032 25.100 1 7
(. Signal Electric Inc. i
I ?jro
8-7-89 9012 South 208th Street 872-7177 25100 8/7 1 ' 8
Kent, WA 98031 I
U.S, West I
4920 Kean Street I
8- 7 - 89 Bremerton, WA 98312 Attn: Bob Smith I 1 special
1<YANTII!HIl.N I
/tf'd!OC":" ~I'PMENT-iif' 3'i?5/3/Cj I r.2li
g-9-Z9 1~~1~fi'IF'Fr~l1!s '"PT estt X:t-<q 1 'l ~
Seton Construction, Inc I O,~
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8-10-89 4640 South Discovery Road 385-0213 25,00 8-10 ff2J
Port Townsend WA 0;'''''' X 1 10
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7.//,79 ~ iBbX Ifpr/7 ,37lJ.- qSqt/- F()1i?~ ?,t:; lot: 'll .!v-II yzz.
. 'FoR;<;S, W1'7 9853/ (P'i15 0C177 Se40/H I II
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~ PAC-TECH En~ineering,lnC'
~ Engineers I Planners I Surveyors
'f
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August 29, 1989
Job # 9824
General Testing Laboratories Inc.
P.O.Box 1586
Poulsbo, WA 98370
Re: Jefferpon County C.R,P. 738
This document is in reference to Jefferson County Road Project #738
for the Oak Bay Road-Flagler Road Intersection improvement. This
document is an agreement that General Testing will supply. as Pac-
Tech Engineering Inc. 's subcontractor, the necessary materials for
testing and sampling as depicted in the plans and specifications
of the here-in mentioned project.
Your invoices and communication will be through Pac-Tech
Engineering Inc.. Pac-Techs contract with Jefferson County will
be as the draft Consultant Agreement which you used for bidding
purposes. The final consultant agreement will be identical to the
draft copy We used for bidding, for pur bid.
General Testings portion of the project comes too an amount of
$4833.00 upon adding all of the line items.
If you are in agreement wi th this amount and
depicted in the plans and specifications which
affix your signature to the line below
representative for General Testing Laboratories
the
you
as
Inc. .
services as
have, please
authorizing
CONSULTANT:
By ~~ ..4~~
Title ~ ~/~ ./
Dep t. of Revenue Reg'. No. GC/C> - V~" - () 7/
Federal I.D. No, 9/-//76//V
I
OA!)~~.J_ C. ~
~-TECH ENGINEERING, Ir~c.--
Repreoentive
3121 Kllo"P WilY' SUllO 4 Il3romorlon, WA 90312 I 377,2053 1 FAX 377.2293
260is,iiJiii'35iii-:swio'20oiTocomii:WA 90409 T:i7:i:4;JoiIFfiX474.5iiii--"-"- ,-'------
6100 SOUlIlcolllOr Blvd" SUllO 1001 SoOlllo, WA 98188/243.71121 FAX 243,7109
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COIJNiY OF JEFFERSJN, 8mE
BID TABULAflQN
?rn;:!:t: uak Bey ~:a=d - Flagler Road Intersection. CR073B
EN51NEER'S ESTIMATE
ITEM
i1J~ll~ PRICE : TOTAL
: ----; -. - --- ---- : ------: -----------------------------------: ------------1------------:
PREP~RATION
: --- .! --- ---- -. - : --. ---: --- --- ---------------------- -------1--------- .--: -. ----- -----
: 1: ! : U. iMDB1LlZATIGIl
: LUMP SUM : e 8Y. OF TUTAL
i tle.146.67 i $1B,146,67 :
IBY. OF TOTAL:
: - ___ : __ ______ __ : ______ \ ____0._____-------- _________________: ________ ____ : ____________:
: 2 ~
2.49 IAeRES :CLEARING Aim GRU8DING
[ 12.500.00: -;6,225.00:
ACREE
: - -- -: ... -- ---- -- : - --.--: -------- ---. --------------- --- -----: --------..--.. : ------------:
3399 : '_,F, i,,,HOVItlG TEH'ORARY STRIPIIIG
;O.O~: $l35.9,:
L.F.
~ 3:
! ._.4 : ~44 ._._. __ : _._. 0.: ___ __ .."______ ___..._ _____ ...._..____...._..: __ _____ _____ : ...____..____..:
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: 4: 860 , 5,Y, :r'A'iEWiT REHGVA'_ ", n.oo I !2.5BO.OO:
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: j: 1.77 i cUIi, :REMO'I!:IG LAliE M,)RK~e) I $72,00: m7,44:
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: /,: 17 : L,F, :F:E!i8VE CUC'J~PE 12" mm"R: $e.liO I Im.'jO:
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::5 III. )IM'CTER
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BID BBULA'ION
Prcje:t: Ja~ 33.':1 R01.d - Flagler R,jo.d lnterse:tioil, CRonB :
~.' TE: 24- ~,3.r-89
ENGINEER'S ESTiNATE
:1 f E ~T-- TO T AC- -- i-UN i f-f-- -- -------- ---1 Tf F--- - - - --- . -- ---- -. ----- --- --l- ---- -------
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$2\).1)1) : ft~,520.0(' ~
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:5 : !,80 I TOI, IASPHALT ~TE PAVE~ENT CLASS ~: $30.00 : $SO,400,O(j I
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: (LEVELlNGI TON
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: 17 : 7b I TON IASfHALT CONCRETE PAVEMENT FOR $,0.00 I $2,280.00:
: PRELEVELlNG CLASS B TO~ I
o
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lREPAIR CLASS e
$30.00 :
TON I
$150.00 I
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EROSION CONTROL
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: 19 : 1.9 IACRES ISECDHIS, FC:RTILllIIIG AIIO MULCH!NG : 11,000.00 I 11,900,00 I
ACRE
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BID TABULATION
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ENGINEER'S ESTIMATE
ITEM
: ITEM: TOTAL : UNIi :
IND. :QUA~<TlTY I
:UNlT PRICE I TOTAL
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$(1.06 :
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3399 I L.F, :TEMPORARY STRIPWG
$203.94 I
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14142,: L.F, :SPECIAL PAINT STRIPE
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L.F.
$989.94 :
: 22 :
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1182 I L.F, ISPECIAL PAINTED GORE STRIPE
$('.14 :
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$165.48 :
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: Z5 : 100 : LF, ;?LASTIC STOP BAR (~: $1.39 ;1331.00 :
I I . I ~"5 I L.F. I I
: ---~: -----~----: ------: ---------...------------~--.----l------------: ------------1
: ,; : 8 lEACH :PL~STIC TRAFFIC AR~R ~ I $51.86: $414.88 I
: ~ :: S: EACH l :
'n__' _____n___ 'n____' _____u______~- n_ ___u__n_____ ',____nnnn' n___. ____n.'
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: 27 I 1.49 : HUN. ILMIE MARKER, I $287.50 I $428.38 I
. t I I ~ I HUI~ I I
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: 28 : 1 I loS, IPERHANEftitiGtlIN3 : U,501),75: $1,500,75 I
" : LUMP SUM: : : LUMP SUM : I
~ ----: ---- ..----- : ------l-~-......---....-----~--. ---....-----..-.--: ------..- ---.. : ------..-----:
256 : L.F. IPLASTlC GORE STRIPE
$1. 96 :
$501,76 :
: 24 :
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: LUMP SIJM :
I $30,000.00 I 130,000.00 I
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: cO : 1 I L.S. IMAINTEIIAIlCE AIJD PROTECTION
: LUMP sur,: : OF T~AF~ IC
: $4,219.20: $4,219.20:
: LU~,P SUM :
: - - -. : -. -- -....-..- : . --..- ..1----- -..--..---......----.. ---............ -.. -- -: ............--....-..: ......-..---........:
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32 I HOUR ICO/HRACTOR PILOTED TRAme CONTROL I
$BOO.OO I
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$25.00 I
HOUR
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: 32 I
752 i HOUR ITRAFF:C COIITROL LA80R
$20.00 I m,040.00 :
HOUR I
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In I S.F, :COllSTRUCTIOtl SIeNS CLA5S A $7.50: $1,290.00 I
: : S.F, I
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SID TABULATION
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Project: Oak Say Read - Flagler Road lntersection, CR073S :
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DATE: 24-",,-89
ilME: 09: 15 AM
ENGINEER'S ESTIMATE
:!TEMi-- TOTAC---r-uNlf-r---------------i rEM----- -----------: ------------r------------
:NO. iQUANTITY : :UNIT PRICE i TOTAL
I' I I . I I
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: ----: ----------1------: -- ------...---~-----..---..-------: ------------: ------------1
: 3. : 70 :MGAL, iNATER A i $\5.00 i $1,050.0'):
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: 38: $500.00 iDOL. :ROADSIDE CLEANUP S500.00 i SSOO.or) i
OOLLAR
: ---- : ------...---: --....--1..-------- .----------..------..-------1------------1---..-----..--:
: 39 i 1 i L.S. ITRIMMHlG AllO CLEANUP
: LUMP SU" i IESTlMATE!
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: LUMP SUM i
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: 40 i b : E~. : INSTALL MONUMENT, (NOT IN CONTRACT): $250.00 i NOT IN
: 01. I.e.) : IMONUME:H CASE AND COVER EACH i CONTRACT :
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GRAND- TOIAL : f22b, 833. 37 :
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WITH APPROVAL FEE OF $12.50 TO:
Department of Labor & Industries
ESAC Division
925 Plum Street HC710
Olympia. W., 98504,4401
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Affidavit of
PREVAILING WAGES PAID
Public Works Contract
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INSTRUCTIONS
ON BACK
YOUR APPROVED COPIES WILL BE MAILED To'+:;:;:;;~'i~~~~--'''-^ ")
Niiiiui'" ..........,_,......,..,..,.w.,....._...,......,......"'...........................~......"..,/
(206) 753-4019
C,;;;:;n:M;[jii'PWNo,
CPR 0738
Bid'due da~'''~' .,.. N . r Daie cc;nLract..aw.ardCd.....
8-15-89 '9-89
Couniy....w.here...work'.pe.(fom1'... "ate"work'c'orrlpie"icd
H!n~a?~V-w,",,,,w 2 3 :9,9.",... '
Lakeside Industries
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Address'" .. .
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PI..s. .1I0w a minImum of 10 to 15 worlclng days for proc.sslng from the
d.t. the DepBrtment recalved your document wfth the corrBct BpprovBI fee,
cONTRAcr'AWARDING'.."riimc..""',.."..,,""',..,"',..,w.......w...,,'...,...._,,'..w"'.,.,....w..,.."
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, 2, RATE OF '3, RATE OF HRL Y r 4. APPRENTICES: Name, regisltalion #,
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keside Industries
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Name and addrellS of company completing IhIs fonn:
1 HER'Eo'v' '6 ERTirv' ";:t:r;':'T' 'THE "A'BovE"l'N'Foii'M',,'iioN'"is''c'oRR"Ec';:'''''
AND THAT ALL. \IlORJ<ERS I EMPLOVED ON THIS PUBLIC WORJ.:S
PROJECT WERE PAID NO LESS THAN THE PREVAILING WAGE RATE
AS OEn:RMINED BY THE INDUSTRIAL STATISTICIAN or THE
DEPARTMeNT OF ~ADOR AND INDUSTRIeS, I UNDERSTAND THAT
CONTRACTORS WHO VIOLATE PREVAll..lNG WAGE LAWS. I,E,
INCORRECT ~t.ASSIFICATION/SCOPE Of' WORK or WORKERS. 1M..
PROPER PAVMeNT OF PREVAI~\NG WAGES. ETC,. ARE SUB~EC"
WI~I~rU~~ci'Mf8t~I1~No~~~~S~I~~ BE REQUIRED TO PAY
NOTARY; (completo4co~/e.andhlVB mh notarIzed
:llllIlWW'lllf:n ^NO W'ilORN 'TO m:"'ORf. Mt:
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ApplY~A~Line,Inc~
; Address
"'" ,JPQ..f.r,9r1..~"lgf;)..RO<lc:l ",.No.r.th
i City State Zip
, PaclfiG WA, 98047
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APPROVED Dcpurllnenl or Lubor & Industries
By fl~", ~:~~;{!-l'J ~. DEe 03'90
Irulu.flriGl-SUlllrll",;"," :--;-...'"
nUB ",,'It:
NOYember12,1990
NO ,\IlY ".JllI.lll IN "Nil rolt 'rm: lrr^'n:
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WITH APPRO V AL FEE OF $25.00 TO:
Deparunenl of Labor & Induslrics
ESAC Division
925 Plum Street HC710
Olympia W A 98504-4401 (206) 753-4019
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ST A TL~NT OF INTENT TO
PAY PREVAILING WAGES
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INSTRUCTIONS
ON BACK
, " YOUR APPROVED CO~IES WILL 8E MAILED Tot THIS ADDRESS
Co.rnpmy:niUiie...........................................................................................................................
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Pless. sllow. minimum of 10 to 15 working dsy. for proc8B.lng (;om 'hs ~DO you interid'lousesubconlraclors?
dst. the D.p.rtm.nt rec.lv.d your document with the comct spprov.1 f... 1 Y us C......J No r:::,?;X
'CONTRA:cfA:WA'ifI5INo..';;;;o;;;"""',.....,..,..,",..........,......,....,...,w"..........'........"..'........'....'..w'"'..'..".."m'......'w..',,,'.'"'~'..............',......'..,..'..,',..'
PUBUC AGENCY Jefferson County Public Works
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AND THAT ALL WORKE:RS I E:MPLOY ON THIS PUBLIO WORKS NarneandaddtessolcompanycompleUngthfSfonn:
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THE: DE:PARTME:NT or LASOR AND INDUSTRIE:S, I UNDE:RSTAND : ..JJ c.. / /3
THAT OONTRAOTORS WHO VIOLATE: PRE:VAILING WAGE: LAWS. I App~y A Line rnc ,.,~fCO..f&? ,'.. ..
IJPRI:.~~~R~~~T.,~'NA~S51f~~glftt!I~~O~18fsW~~~?r fR~R~a~~' r~ ,,,'"' '" "
vE:OT TO rINE:S AND OR DE:BARME:NT AND WltL BE: RE:QUIRE:D TO I 1.06 Frontage Road NOl"th
PAY ANY BAOK WA E:S DUE: TO WORKE:RS, i"c';'"'' ..,..,......,..'"""........ '.. ,..,..,..,""........'lhiii.......Zip'
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Complete & mail entire set '" " ' , Affidavit of
WITH APPROVAL FEE OF $12.50 TO:' ~.~," PREVAILING WAGES PAID
D~p;trtmcnl or Labor & Indu;lries ; ,~)j7/
ESAC Division Public Works Contract
925 Plum Street HC710 INSTRUCTIONS (~NBEK $2S90)
Olympia. Wa, 98504,~?,I..""""",~:06) 753-4?,I~"""".",....",.2.~.,~.~~,~, ,....""w".',..,..""",'""",'.,."",
YOUR APPROVED COPlES WILL BE MAILED TQ "THIS ADDRESS"; Contracl/BPW No,
N.amc.... ..........~y~,.~.,v........~;.:'VA..... / [~.Bi(f~iuctd~~...Ql~~..ww "itjaic"co'ntraci"'aw'ard~d" ".
FUJI INDUSTRIES, INC. : 08-14-89 i 08-22-89
Aildress................................... . ........ .............. ........ ... .... '" ...........,... ..............t.c.oWiiy..'w.il'ere. work"pc'rforme',n" Oate"'w'ork"c'ompieicd
P.O. BOX 757 ; JEFFERSON .t 08-17-90
'c"iiy . ... .....Staic'......"iIp..."..v.........'...w...'..'.tPrime..contrilci'or'..'.....~".~..,..""'.,.,w.''';;.w..,.....'''. ....w.,'w,.,.....,..... .
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Please allow a minimum 0110 to 15 working days (or processing from the 1 Was a s'atement or"ini;;.;,"fiic(({"t'tliis"projcct'i'
date the Department received your document with the correct approval (ee, f' Yes [XX] No f" "',
CONTiiACfAWAifriiNc;-...ii'iiiric..""""""',..,..,""""""'"..'...'..'"""""'...'w,.'.._..""'...'...'"....."..\w,,......,......,,.....""".......~..,",""',.........,'"...,''''',.:,:,''','',""."
PUBUC AGENCY JEFFERSON COUNTY PUBLIC WORKS
AiJ<lress .... . . ..... .... .."v............,.,w...,~.....,........." .....v....w.....".~..~......,......".,,~.....clfy.."..".....,......w......ww.........w.,...,......~.........s"taie.'v....zlp~.....~...........".~.."'phone"nunlber'''''''' 'n... .
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PAYMENT ~E9EIV6D
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I HEREBy'CERTIFY TH'AT'THE".A'acivE'i'NFORM'i\-,.'i6'N"IS 'C'ORR'ic.T
AND THAT AL.L. WORKERS I EMPL.OVEO ON THIS PUBL.IC WORI<S
PROJECT WERE: PAID NO 1.ESS THAN THE PREVAIL.ING WAGE RATE
AS Df:Tf:RMINf:D BV THf: INDUSTRIAL STATISTICIAN or THf:
Of:PARTMf:NT OJ' LABOR AND INDUSTRIES I UNOf:RSTANO THAT
CONTRACTORS WHO VIOL.ATE PREVAIL.ING WAGE L.AWS. I. E.
INCORRECT CL.ASSIFICATrON/SCOPE OF' \IIORK OF \lrIORI<ERS. 1M-
PROPf:R PAVMf:NT or PREVAILING WAGES. f:TC,. ARE SUBJECT
TO I'INf:S AND/OR OEBARMf:NT AND WILL BE REQUIRED TO PAY
AN'l' DACK WAGES CUE TO WORI<ER:l,
NOTARY;(compl.te4c~ple~an~havlI each notarlz.d) ,
H\lll!~mwlt:n ,uw li',,",mm TO lIt:nnu: Mt:
111'" "^'>: November 12. 1990
NOT^WV ~11l1I.:O IN ANli rOM nit: U'I^n:
c,,' Wr.EllINGTON
""'"^'I"'''7'' . &~
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Name and address 01 company complodng lhls form:
i" COln'pa~;y" n'nm'~ ...
, FUJI INDUSTRIES,pIg.
: Add;";'" ".,., '.,.,' ,.""""..""""
i P.O. BOX 757
: cilY' , ,'.,..
: MILTON, WA 98354
: Pll(l;l'c."numliC'r .
( 206 ) ",.5,36.-:-3144
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APPROV~:;1rt
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FU-JI-II*165 B4
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li!dUWt]V 13 '90
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~,1Y l!llMt.iiim,ut; t:XI'lwrn ON
January 5. 19?1",
r71HI,(KI7,()OO "fridavi! of W"RC' 8,8R
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Complete & mall entire set
WITH APPROVAL FEE OF $25.00 TO:
DCp:lrtmenl of Labor & Induslries
ESAC Division
925 Plum Street HC710
Ol~~pia WA 98504-4401 (206) 753-4019
LAKESIDE INDUSTRIES
OUR JOB 189-3340-DAK BAY RO~
~ ST A TENl~NT OF INTENT TO
~ PAY PREVAILING WAGES
'..-- Public Works Contract
($2500 and OVER)
YOUR APPROVED COPIES WILl. BE MAILED TO'" THIS ADDRESS
C.0mpany n~~" .......... .....................................................................................................
FUJI INDUSTRIES. INC.
INSTRUCTIONS
ON BACK
Con.tr~ci..~~..ij'pW..N~:. .
CR0738
~~~:~;.:r.~~~9..,::I~~te~~~~~~9
County where work performed
JEFFERSON
Address
P.O. BOX 757
Ciiy'
MILTON. WA 98354
PI.ase' eliow.",/iiimiifi,'oi'iii'iO'15"worit/iigday,ior'proc..,i"g1io",..i"."..""
data tha Dapartmanl racslvod your docufMnl with the correcl ,pproval f,a.
CONTRAcrAWARDiiiiGwliame..wuw..'..'m....u....'..,w',..,......,',..
PUBUC AGENCY JEFFERSml COUNTY PUBLIC WORKS
............,.. "..~......'Sh;l~.'..ii.p~... ..,... ..'.....pnonc..iluiTiD.cr.
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1. CRAFT
LANDSCAPE POWER EQUIPMENT
LANDSCAPE LABORER
I
,."~ nJANll1990" ,
n n'n'....' ., AOTlON /'j-' '
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I HERE8Y cERTirv THATTHEAiio\ii:iNFiJRMATIONiSC(lRRECT'
AND THAT A1.1. WORKERS I EMP1.0Y ON THIS PU81.IC WORKS
PROJECT WI1.1. 8E PAID NO I.ESS THAN THE PREVAII.ING WAGE
RATE(S) AS DETERMINED 8Y THE INDUSTRIAl. STATISTICIAN OF
THE Of:PARTMENT or I.A80R AND INDUSTRIES, I UNDERSTAND
THEA TI~g~JMfl~~~~~~Id'l'?itJJs~m' ~~I.~gR~ 'o'}EJt~hs.
IMPROPER PAYMENT OF PREVAII.ING WAGES. ETC,. ARE SUB-
~~~T AW.J~NA~SKA':f6~~ g5~A:cr.s~JJl~~g ,WI1.1. BE REQUIRED TO
NOTAF/Y;. (colTlple"~1I4c.~pl~~ e~~h'~'~'~h,not',rf~ed) .,
:lIJ/1GCRlllt:Il AND nW05l'N TO IIr.f'ONE Mt:
, '"111 "An: II-OR-89
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or "'A!lilINGTON
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HIL'fOrl n n" R!:CEIVE!H13,..n
MY CIIMMilUllUN ~;)(pnu'.rJ (IN
01-05-91 OECll19S9"
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Name and address of company cOll1lJladng this fonn:
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: HILTO~. .WA 98354
plione number' ," ", "R:eiilaiiitiliili No,
(206) 922-:5716. ,'.',.. ,. '. i., FU7:'J~-::Iry,65U4 ~
~~!~r~~~~~;:;;I~;!(J2i~,
For L"'I U.. Only
APPROVE9' Dcpnrimcnl of Lllbor nnd Indllq!rie-q
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WITH APPROVAL FEE OF $12.50
Dcparll1\cnl of Labor & Industries
ESAC Division
925 Plum Street HC710
Olympia \VA 985044401
8n"....."..
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C"1?07 ~ 8
?...-reCZ-L-'
\, Affidavit of
PREVAILING WAGES PAID
Public Works Contract
(UlUER U.500)
TO:
INSTRUCTIONS
ON BACK
..........................................
YOUR APPROVED COPIES WILL BE MAILED TO " THIS ADDRESS
Nafnc .. .... ........... ........,. ....."..
(206)753-4019
('c~~tr~i' ~~.B.PW..N~~;:...
iliiidiiCdiiiC ..I:;ppn,fl", DiiiCCOliliilCiawardCd
JC'.,o..,Wl8.:-ty)w~h:-e8r..e9w",o..'r'k..=o'nn'....cdL 9-11-89
: Y"'U' '''T'oatiiwork"compictcd
.." Jefferson , J,..,,9.:-1?::?O'
. ".-, . . .........Statc..... 'zi'p" ; PriJl1'c"contraclor
Bellevue, WA 98009 ' Lakeside Industries
Please 'a;lows';;;iiiimumof'1ii"io"'1S'worklng'Cisysio;p;ocB..iiiiirom'/ii..' , 'WiS'ii'si.ic';:;Ciii';;f lJiiCi1diieilfoi"iiiisproJcci'i"'"
date the Department recelvad your document with the correct appro vat lee, : v.e....:,X ,......,......~,o..
CONTRACTAWAROiNej"iiilri1C"'..' "","""" .""""""",..,..., """........""",'
PUBLIC AGENCY Jefferson County Department of Public Works
'Mii\oSs .", ' """,....'",. "",.."""",'...,. "'..'.'di}-"""".."'.."..' .'..'....'..""siaiC'ZlP..."" ',..""pl;QiicnwnbCr.. "
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1. CRAFT ' 2, RATE OF i 3, RATE OF HRL Y: 4, APPRENTICES: Name, registration #.
HOURL V PA Vi"FRINGE B,ENEFITS : sta~e of progression &date of hire
, LCike?i,de,IIld.l,l?.trie:,S"
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, Eor,emilTJ,l;lec;tr:icii;lH
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Journeyman ,Electrician"
,., ,.20.,3.0,<
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Apprentice ,Electrician
" ,3,.1975,,<.TodC,Eisele
If A".85570
, '" ,....,Third,Pedod"
'" .."Date ,oLHire:12."l4,,88 '
'....'PAYME:NfiiECEiv!:Ci
, SEP281990
I HEREDY CERTify THAT THf:ABOVE INFoRMATloNiscollllEci '
AND THAT A~~ WORKERS I EMP~OVED ON THIS PUD~IC WORKS
PKOJECT WERE PAID NO ~ESS THAN THE PREVAI~ING WAGE RATE
AS DETERMINED DY THE INDUSTRIA~ STATISTICIAN or THE
DEPARTMENT or ~ADOR AND INDUSTRIES, I UNDERSTAND THAT
CONTr.ACTORS 'WIIO VIO~ATE PREVAI~ING WAGE ~AWS. I.E,
INCORRECT C~ASSlnCA TION/SCOPE or ....ORK or ....ORKERS. 1M.
~~011~'l:~ ^"il8ftRT ~ID~~~Vtrlfl~~DW~[iSD8~Qtr 1~~6 ~gBpJf-7T
ANV DACK .... AGES DUE TO ....ORKERS,
NOTARY: (complete.4 caple. s,nd hsve each no/arlzed)
CiUDCiCRIDED AND O"'ORN TO Dr.rORt ME
Name and address of company compleUng this fann:
Com puny name
:;';id,;;,;.,'
, " Olympic ElectI'ic Co, , " Inc..
4230 Tumwater
iciiy""siii'ie"zlP
, ",F9.rt"1\1:l9E!1E!,!;i",,. ".W(l,~h~D.gton",.,9.~~~?
i Phone number : Rcghuralion number
: (206) 457-5303 OLYMPEC285Dl
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, " F~~L&IiJ~~ O~iy
APPROV!~ ~~lofI.nbornnd~~~~~ '9U
n 1"l(,u<<'1I1 llli;.,f..f,i. .-/
y IndUSlnarst'6Tl:iYlC7lf/f'"~'~". ~...,.
~~~OA~~;:nLIC INS;.r..~~W~,TloT~?E' ,.1990
or Washingtcr,
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\\'11'11 APPROVAL FEE OF $25.00 TO:
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ESAC Division
925 Plum 5treel HC710
Olympia W A 985044401 (206) 753-4019
en"'''''''''
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INSTRUCTIONS
ON BACK
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C~mp~y'n~~'" . ,. ........... .............. ............. ........ ..... .......................................................
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City
Slate ZiP'
e contractor
Lakeside Industries
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Please allow a minimum of 10 10 15 working days lor processing from Ihe
da.'e Ihe,Deparlmenl recslvsd your documenl wlthlhe cormcl approval
ci:iNfRA:CTAW ARDiNO..ooe"""'..' ........"..'..""...",.."".., ..".""
~,c: AGENCY" ,...., ........"'..",....JeffersDn..County...Dep~~~mii~t ,oJ,."public,..,WDIkS,.'phoneniimbCt'
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1. CRAFf
. 98368
''i:'RATEOii''''''''''
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( 206) 385-9160
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N~J'Jmt ~ll.1.l.B~Otfl~R~d m~l.~~ A'W TtHJSpk~~kIEI;1g~;G!: Name and address of company completfng thlsfonn:
RAT!:(S) AS D!:T!:RMIN!:D BY TH!: INDUSTRIAl. STATISTICIAN or ,Compiiii;iriiiiiic"'
t~~n~~~k~&{:I,JR~rw'H^oD~7ot~~J~~~~1~5~G l,/to~!:m..';;~D Olympic Electric Company, Inc.
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J!:CT TO rIN!:S ANDlOR D!:BARM!:NT AND "'11.1. B!: R!:qUIR!:D TO ",18.o,5"JUrnVi8.tEl,r,." ,7!.. (I' (1) 1, ,p(S, CD
PAY ANY BACK WA !:S DU!: TO WORKERS, ,..thy 'Slnle ....ZIIf
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HIGHWAY NO. OR COUNT'!'
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STATEMENT NO.
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THE FOLLOWING STATEMENT SHOWS THE NUMBER OF WORKING OAYS CHARGED TO YOUR CONTRACT FOR THE WEEK ENDING:
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DISTRIBUTION, WHITE-CONTRACTOR
CANARY-HQ CONSTRUCTION
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THE FOllOWING STATEMENT SHOWS THE NUMBER OF WORKING OAYS CHARGED TO YOUR CONTRACT FOR THE WEEK ENOING:
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CONTRACT NO. FEOERAl. AID PROJECT NO.
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THE FOLLOWING STATEMENT SHOWS THE NUMBER OF WORKING DAYS CHARGEO TO YOUR CONTRACT FOR THE WEEK ENOING:
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DOT FOAU AU.O:1' (n_vl..d 81M) .11ft'.
DISTRIBUTION, WHITE-CONTRACTOR PINK-DIBTRICT ENGINEeR
CANARY-HQ CONSTRUCTION QOLDENROD,-PRDJECT ENQINEER
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DISTRIBUTION, WHITE-CONTRACTOR rINK-DIBTRICT ENGINEER
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DOT flOAM .pt.OU (R.vI..d 11M) .110:1.
DISTRIOUTION:
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DIRTRIDUTION: WHITE-CONTRACTOR
CANARY-HQ CONSTRUCTION
PINK-DISTRICT ENGINEER
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STATEMENT NO.
DATE
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THE FOLLOWING STATEMENT SHOWS THE NUMBER OF WORKING DAYS CHARGED TO YOUR CONTRACT FOR THE WEEK ENOING:
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DISTRIBUTION, WHITE-CONTR^CTOR
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FEDERAL AID PROJECT NO.
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THE fOLLOWING STATEMENT SHOWS THE NUMBER Of WORKING DAYS CHARGED TO YOUR CONTRACT fOR THE WEEK ENDING:
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DISTRIBUTION, WHITE-CONTRACTOR
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DIBTRIBUTION: WHITE-CONTAACTOR
CANARY-HO CONBTAUCTION
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THE FOllOWING STATEMENT SHOWS THE NUMBER OF WORKING DAYS CHARGED TO YOUR CONTRACT FOR THE WEEK ENDING:
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Non. The contraotor will be allowed 10 days from date of this report In which to protest In writing the
correctness of this statement, otherwise It shall be deemed to have been accepted as correct.
DOT FO"'" ..n.n" lnllvlud 111M) .1111"
DIBTRIDUTION, WHITE-OONTRAOTOR
CANARY-HO CONSTRUCTION
PINK_DleTRICT ENGINEER
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THE FOLLOWING STATEMENT SHOWS THE NUMBER OF WORKING DAYS CHARGED TO YOUR CONTRACT FOR THE WEEK ENDING:
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'};~:Xt~i~fH~fi\:toW~'141()~:~;h~1S'J~ WClRKABLI! 'UNWORKABLE' ';~-,:,'~ /, '""i'ii~A~O~'~Ci~'t~wCiRK1.~ii:DA~S " .:
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NOTE: NEAREST ,. DAY,
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TOTAL DAYS TO DATE I;, "
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WORKING DAYS SPECIFIED IN CONTRACT I.j C
· APPROVED EXTENSION OF TIME ( ,
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LESS WORKABLE DAYS CHARGED Ii
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NOT.. The contractor will be allowed 10 days from date of this report In which to protest In writing the
correctness of this statement, otherwlso It shall be deemed to have been accepted as correct.
DOT I'OnM 41t2.0n (n..,lud Alftft) .1162.
DISTRIBUTION:
PINK-DISTRICT ENGINEER
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THE FOLLOVnNG STATEMENT SHOWS THE NUMBER OF WORKING OAYS CHARGED TO YOUR CONTRACT FOR T~E WEEK ENDING: i i. It I ,:.,
fp, ::,~\:WE~'r~'ERr~'C;~~ITION\'
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DAYS THIS WEEK "
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TOTAL DAYS TO DATE lL
NOTE: ~~~~~S:L~ ~~i. TO THE
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· APPROVED EXTENSION OF TIME
TOTAL AUTHORIZED TIME OF CONTRACT
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DOT fOAM ..u.on (Revlud &/811) .1 Iii"
DISTRIBUTION, WHITE-CONTRACTOR
CANARY-HQ CONSTRUCTION
PINK-DISTRICT ENGINEER
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STATEMENT NO.
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HIGHWAV NO. OR COUNTY
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THE FOLLOWING STATEIllENT SHOWS THE NUMBER OF WORKING OAYS CHARGED TO YOUR CONTRACT FOR THE WEEK ENOING:
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NOTI. The contractor will be allowed 10 days from date of this report In which to protest In writing the
correctness of this statement. otherwise It shall be deemed to have been accepted as correct.
DOT FOAM "U'01ll' (RevII.lt a/tlftl . lla~.
DISTRIBUTION, WHITE-CONTRACTOR
CANARY-HQ CONSTRUCTION
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DEPARTMENT OF PUBLIC WORKS
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Contract No. Ci?--D1sS Facility enq.jC:~,o:Vr - AA6-U::"'2 1~e;c...TION
Date: ~! S J I '\ U Day rtz\\:)~
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DEPARTMENT OF PUBLIC WORKS
Book_ Page
Contract No. C'eD75S Facility ~c:. BA-"r - ~'12 1~'5'C-77ON
Date: & /S 0 r l} 0 Day TUu12.S .
Project Manager 'l8VV\ Mf'IPF=1J^
Weather A.M. P.M.
Contractor's Representative(s) and Title
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Contract No. CfZ.D1sS Facility ~L"BA-'r - ~'12 u..J7elZ5'5C-T1ON
Date: S/'Zq I q 0 Day I A..ea
Project Manager ~VV1
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Contract No. Ce.D1sS Facll11:y enq;c.. BA-'r - ~"'E 1~5C-T1ON
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Contract No. CiZD1~S Facility encrtc. BA+ - ~u::-e 1~e:c.-77ON
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JEFFERSC[''''OUNTY
DEPARTMENT C.. . .".JBlIC WORKS
1620 Jefferson Street
PORT TOWNSEND. WA 98368
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Contract No. CiZOlSS Facility el'31c::. ~A-'r - ~12 1~5C-77(J)<..J
Date: 8/1Y./Ql) Day ~
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Contract No. CeDlsS Facility el"HG ~A-'r -~"12 1/JTlilZ.55C-77ON
Date: <g -i, -'10 Day \..J,,~IlL~
Project Manager "j'evV\ Mt"rPt::ZJ ^
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Contract No. CiZ.Dl~S Facility ~c. BA-'r - H.1'M-u::'12 J/-PC1Z5'5'C-77ON
Date: ~7h-- 8- 0-90 Day ~,
Project Manager jeVV\ t'lf'JPPL.1 r-.
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Contract No. C'eDlsS FaciUty ~c::. BA-'r - ~-e 1~~77ON
Date: tf6/" (qo Day 0- .mU\ J
Project Manager I evV\ IVjf'rP,:zJ ^
Weather A.M,
P.M.
Contractor's Representative(s) and Title
Number and Classification of Contractor's and Subcontractor's
Personnel and Equipment;
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Contract No.ero73S PacUity: ~ ~- F~ ~ JA/"7l;"'2s
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Project Manager \, M~ez-,LO
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Contract Ho.e.eD73S Pacl1ity ~ &+-'F='~ ~ l.Af7E''eS
Date: ~ -"'S- ct U Day (~'T"~
Project Manager
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DEPARTMENT OF PUBLIC NORKS
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Contract Ho.~73S Facility (9IW- ~- r:::~ ~ IAI"1E"eS
Date: 8'3' qo Day 'R?iiY::Y
Project Manager
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DEPARTMENT OF PUBLIC WORKS
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Contract Ho.e.Eo738 Facility (9B1L &Rr'- r::~ ~ IJ.J~S
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3EFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Book_ Page
Contrect No.eeo738 Facility (9A1L &+- r:::~ ~ I.A.I~S
Date: g~Z~\O Day "'itkJ1ZS (COJJ'"{ ')
Project Manager
Weather A.M.
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Personnel and Equipment;
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INSPECTOR'S DAILY REPORT
3EFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Book~ Page
Contract No. CPto7?''i! Facility 0.4/(" BAr !F096,LCIe IAJ7'l:f/C<5E.cT7i!)A...l
Date: ~. 2...-CJO Day TIfl{RSl)4/~
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3EFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Con tract No. CluJ 73 ~
Date: 11-2.-'Jo
Book~ Page
r,'acility CJt:Ji:. Mv /'kAMt:/? '71Ar..1T.
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INSPECTOR'S DAILY REPORT
3EFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Book_ Page_
Contract No. Yro7"3> ~ Facility F~ ~ '- f=L:fr&-Ce?Jz- (~b.
Date: f7-r-~o Day \D~~
Project Manager \~ rfV\o~e-u..--O
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INSPECTOR'S DAILY REPORT
3EFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Book_ Page
Contract No.CRO"l3CO Facility ~<... ~-~~e-R- 12-'0. I~S
Date: '/31 I C)() Day 1'1.?~~
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INSPECTOR'S DAILY REPORT
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Book_ Page
Contract No, Cf(,,073<l6 Facility
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3EFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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Contract No, ~'\UC:>13~Facility C9-A-\L ~ ~I=LA&L~
Date:~Day C-01'-1-nl\.l.lJl::1:>
Project Manager \ OV\A rnF'lV~D
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Contract No. 02.Ols~ Fac 11 i ty
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Contract No.ao13'O Facility
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Contract No, aol3~ Facility ~~-~61Z- \2.CJ<d{) lJt.J.17=i'r2!S.
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Project Manager
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