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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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Contract No. ero73 8
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Contract tlo.eE073S Facility ~ &+- F~ ~ I,H~S
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INSPECTOR'S RECORD OF FIELD TEST
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Date"t;j.z.::'-:/.<i,O....,.... Time.........2:.~_?.9._....t.1........ Cont. No"c..z..C2Z~~
"b/.(/&.~,..................._...,Aggregate for...........<9:R~.......~,fi.....",..,L,!./...,...,24'iC..C......."..0.L, ..&Iz~
D State Provided Source; 0 Contractors Source; ~ Informational Sample Only; 0 Material being
placed in stockpile; 0 Sampled at point of acceptance; D Field test of Control Sample No". ,.. ",....,
o Progress Sample No........,......,....,.........,; Total wt. of Sample Taken ,..,.....,..., .............. (before split).
Wood Waste........................% ..,................,...'70 Max.
Fracture.. .....,..................'70 .....,.................% Min.
wcr / t/ '/<<.,b 1389 -5 OMPUTATlONS
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D Conditionally Accepted.
D Substandard Material.
D Rejected; Describe corrective action taken and disposition of non.specillcation materinl.
D Written notillcation of rejection forwarded to ,prime contrnc1r. (Cann\'~' copy)
(~Pt-es ~c.ev r-.ECQ.? ~ G-~ ~; Del-' {: ,,- L6lW1'b"L_
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SPEClFICA TIONS
FRACTt;RE
2~....,..... ,..Lbs. ..,...............'70.........,.. ,.. 0 ..........._..,.....,...,_._..._.................
2 ...,..............'.. " .................. %... ............'70 ..,........_.........,........,..._.................
11/:),...............,.... " .................. ................. % ..........................,..-.......................
11/.1,.................... " ....._...... ,..%...............,..% ..........._...._................................,..
1 ..................... " ...... .......... %.................. % ........................................_.....,.....
~[~"...........,....... " .................%...........-..,..% ......................................................
l}R............,........ " .................. %.................. % .....-....-.........................................
%. , ....,.........., %.......,..,..,. % ..........,...,...,.....,.....,...,............
~8..,.,.,...,' II ,....".........'/0.........,..... 70 ............,....'.........'..'....'..........,..,
%...,.. ........... "...............%.................0/0 ................................,..............,..
Pa " ...............,#4,..,....,..,...... 70 ..,.................,..............,.....,......,..,.
Tal.......".... " ......,...........10,.................%
20,................. % ..........................,.....,..........'..'.......
30................. % ...........................................,..........
40.....,............ % .....,......,............,....,,'..,..........,.......
50.....,............ % ....,................................................
80....,............. % .........,.................'......'..........,...'..
100......,........... % .......,'.................,..........................
200................. % ........,..,..,.......................................
Moisture Con tent.""............,...............,....,.....,.........
.......no...,.... 0/0
..........,.. %.
.,....".%
..................~'o
...........,...%
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...............~'c-
....-..........%
..................~{
......,...........%
................%
.................%
COAnSE AGGREGATES
SPECIF,
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Fine Grading ('/4" Minus)
U.S. NO.
RETAINE.D
.............,.. % ..,..'............ 0/0
................... 9'0 ,................ %
...............,..... r.c ,.................no %
... 9'0 .............,...... %
...,......,..% ...................%
, .........,....... '70 ..,.................. 0/0
.................,... % .....,...........70
..,........,..,.....'70 ....................~'"
........,......... % ..........,....,.... %
..................... % .....................0/0
......,..,.....,...0/0 .....................%
.......,............ % .......,.......... %
4.........,"",........Gms.
6........................ II
8...........m.......... II
10..............,......... II
16........,......,....... II
20................,..,.. II
30..,........,........ "
40..,.........,...,...... "
50,.,....,.,.."......
80........,.... '....' , II
100...........,.... ..... II
200..........
Pan ..' ,...........'... "
To SPECIP'.
Organic p.p.m... '.....,.'............ ........................Max.
Sand Equivalent ..................... ........................Min.
Fracture Fine ......,...........70 ......'.. ,.......'70 Min.
Other . . . . . . .. .............,.....,. ...............,....
Seiving-D Wet; D Dry
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Contract No.r4738
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Contract No.eE0738 Facility ~L &Rr-- rpL~ ~ JA.J-n;eS
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DEPARTMENT OF PUBLIC WORKS
BOOK_ Page
Contract No.ero738 Facility ~L ~- r:::~"R) J.AJ~S
Date:
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INSPECTOR'S DAILY REPORT
3EFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
BOOk_ Page
Contract No.e.ro738 Facility ~L. '&+- r:::~ ~ JAI~S
Date: -z../ln J q 0 Day 1VF:'5.~
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Project Manager T OV'^- ~ 1=1 l 0
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Contract No. ew73 8 Faclli ty ~L ~- r::LP.JG.LeF- ~ JAJ-n;eS
Date: 2. J 2- Jo, D Day
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Project Manager
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DEPARTMENT OF PUBLIC WORKS
Book_ Page
Contract No. ew73 8
Date:~ ~o 1'10
Project Manager
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Contract N~.ew738 Facility ~L &+- r:::~ ~ JA176'eS
Date: II 'Zo" I <10 Day Mcru Dto/'r
Project Manager
Weather A.M.
P.M.
Contractor's Representative(s) and Title
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DEPARTMENT OF PUBLIC WORKS
Book_ Page
Contract No.eW738 Facility ~L ~- 'PL.~"";;:D ).AJ~S
Date: II.,.. c:: I ~ (') Day ~'S,"D1"'r"'-1
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Project Manager
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Book_ Page
Contract No.eW738 FacUity ~L ~- r:::L.~ ~ JA1~S
Date: 1/'--'4- 1'1 U Day \~-p.
Project Manager
Weather A.M.
P.M.
Contractor's Representative(s) and Title
Number and Classification of Contractor's and Subcontractor's
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Project Manager """"je1"V\
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Contract No. C/tfl736 Facility ,Ji4K (JA't' -Ft/.16L-bA!. ,b?
Date: /?~8 ,! /:T /LJ<1 Day
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Project Manager ~ fliolteu.-o
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INSPECTOR'S DAILY REPORT
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Book_,____ Page_ _~___
Contract No.~.3..8__ Facility_~~ F=L:~_~l?' ,~'?1:-1
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INSPECTOR'S DAILY REPORT
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Book. .__., Page.. .::-:_
Contract No. QlD7~e_ Facili tY.C1AJ_tLAY- .if~_'R-J?._..J~~W~,
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INSPECTOR'S DAILY REPORT
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JEFFERSON COUNTY DEPARTMEN'l' OF PUBLIC WORY.s
PRECONSTRUCT ION 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
Hark 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 Labor 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 safety 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 must be registered with the
D.O.E. and the asphalt plant registered with Olympic air pollution
authorities.
RECORDS AND REPORTS
Request to Sub-let has already been submitted, also request for
approval of source. All reports from the sub-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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SUPPLEMENT NUMBER
TO
PERSONAL SERVICES CONTRACT FOR APPRAISAL
APPROVED AUGUST 15, 1988
Project: CR013d, Oak Bayl Flagler Rd. Intersection Improvement
Contractor:
Richards and Associates
4110 Kitsap Way ,
Bremerton, WA 9&312
The first sentence of Part 21 is revised to read:
The Contractor shall satisfactorlly complete the services
contracted for herein on or before November 15, 1988.
All other provisions of Part 21 and the Contract shall remain in
effect.
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Jefferson County:
Contractor:
~~~
~obert G. Nea itt, P.E.
County Engineer
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J .andolph osher, MAI
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P,DjOClNo, CRO 738 T1IIe: Oak Bay - Flagler Road Intersection
Fodor.' AId No. RS - P161
I.. T...Conu...........,,.,_....fe>IloooIog____..._..___ Prepare appraisals for the
project on all parcels to be acquired for right of way and de~ermine and appraise
remaining un-economic remenants that will be required to be acquiredo
Igo T... Coo"'c:l" ohalI ... _ .. ... roI. .. N I A _. (I N / A I
Pot D pot"" D _to. do, Of po.... ~ _eoIlot.. _ _ _ _ __'c:l: __1hOI "'" Iolal ,olmbut.......
undef lNa contract ahaJI aoI ..elect ****** Ni ne Thousand ************* doUar. (.19,000 ***** ).
Such p1rmenl lhalllnc:lwcle aU Ih. CoRlraclOl'I -&1*'''' .. ... pwtOl~ of M\Is -GOAtrlt:t ...., othl,.d.. apecHlM In 8ec:t6oft 25. The Contl.C-
101"0 tnvolcl ahalllAch.da: the PfojllCl UtIe. pot_ ....... . ~ "1M Mf'VIGM f'MOIfM. ... ~ of dlVI 01 pettlal darl aUoeable to
each parcal. and .... dat.. woRN. .
20. The plojact 'Of which IhI ..~Ic.. of 1M ConUlctor .... required .., ..woIft IUQaUoft 01 cllLma agolftot fJt btOllQhl br the Sloll. A!I work petlotmed
br lhe Contrlclor Ie .lticlly conlld."U.1. No cJllClo,we oIlhe work pelt........ b, "'. CCftf'ICfot lhaU be petmllled ..lIhOu.th. ptkM' ..pr... con.."1
o'lhe o.panment. The ..."k:a. 10 be ~otfHd UftdeIIhI.t conlract: 4Io1IG11acIude ...-wlc.. .. 1M UpcIIt ......... '" Ute owent 0' the eonvnencetMnl
of klig.llon. "",lea. II aft a..., ........ .... ... ... IMbItJGt .. . ...,... agrNrMlAI.
21. The ConltlclOf .....11 HU,'aCIOlalv complete.... leA'l", COftlracled lor Mr_ 011 Of "'Ota SEOT ~O I ~ 85
On Hid dal. IhI, conttlct lha,1I ....mNI.. 8Winp for Hft'b, 1*101'''' aft... 1M N'd taI._Uon ut. will 110I 1M. honOl'ed.
22. A.wl,lone 10 thl, conttlcl ..... be ...de af1 II, lltMl lIMIt.... .81........ .. ItoUa ,..,.... to we contract 10 exec.... a Conltlct Aewlllton,
lI3. To ....01 .... Coo"...., III 'u"iIllnII ... ...... 01.... _""" ... ~ will""..... .... ~:
Riqht of Plans, Legal Descriptions, Title Reports, Areas of Parcels and Proposed
Takings
2.. Th. r.nllnty Fnginppr . Con<;trllction Enoineer . .
wW IUpelVl.. 1M performance 01 lhla aonll'ct Md. II the CoMraat.... 0MIaC& with 1M Dep.vWent lit aU lUll.... pertalftlng to UU, CCN'lltlcl.
26. 8poc1&l ......- WtiERE EVER TliE WORD STATE APPEARS IN THIS CONTRACT, IT SHAl.L HEAN THE ~TY DF ..JEFFERSON.
All reports to conform with Chapter II, Division 5, of the ~I.S.D.O.T. Local Agency
Guidelines and the W.S.D.O.T. Rignt of Manual
H. TN, PeltOn" SIlvie. Canlt.ell, "'teb~ I",dered and 1M I.,.. W abIIgaUofta hereof ..... 1101 becotM taAncUng on the s.,.. of W"hlngton unI...
and unlU .ccepl~ and approved Mlton...._ .
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COHTRACT
~ f2rVv1..0"- -yyr.ol>"~A
~ . Randolph Mosher, ~~CHARDS & ASSOCIATES
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4110 Kit<;:ap Way
Rrpmnrton. WA 98312
4~f~?L~ ~
" County Eng 1 neer I
Accepl.d .... Al>I>t...od:
K\AIID Oil' .llrrrlJt~ 0I0lMTV c:a.N,,,,aNEftII
DATED 'nl1.~DAY Of' 4)~~.u)*..f.j
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(206) 479-2332
T.........
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JEFF,ERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gery A. Rowe. P,E.. DI,eoto,
Rob.,t G, No.bltt. P,E.. County Engine.,
SUPPLEMENT NUMBER 1
TO
AGREEMENT FOR ACQUISITION SERVICES
Project: CR0738, Oak Bay/Flagler Rd. Intersection, Fed. Aid No.
RS-P161(001)
Contractor:
Kenneth Er.(:1orf
4524 27th S~. Court S.E.
Lacey, Wao 98503
The second sentence of "A." of Section VI, "Time of Beginning and
Completion" is revised to read:
The time required. in calendar days, for completion of all
work under this Agreement shall be ~ days following
written authorization to begin.
All other provisions of the Agreement shall remain in effect.
Jefferson County:
~/~
ooert Go Nesbit , P.E.
County Engineer
~
- M~
en eth Endorf" --
cont~~t ..
Date: '!h1/ /.. /tpR';Y
Date: .:t.~ 1'1'7 /9ll;z
100'10 Rocyclod Popo,
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Federal Aid No.. RS-P161 (ooi)
CONSULTANT AGREEMENT FOR
ACQUISITION SERVICES
THIS AGREEMENT. made and entered into on this day of
, 1988, by and between t~e COUNTY of Jefferson,
WASHINGTON, hereinafter called the "AGENCY." and the consulting
firm of Kenneth Endorf whose address is 4524 27th Street Court
S. E.. Lacey. WA 98503, the location in Washington State at
which work will be available for inspection. hereinafter called
the "CONSULTANT."
WHEREAS. the CONSULTANT has indicated that he desires to do the
work set forth in the Agreement upon the terms and conditions set
forth herein.
NOW, THEREFORE, in consideration of
covenants. and performances contained
hereto agree as follows:
the terms, conditions,
herein below, the parties
I
PROJECT IDENTIFICATION
The project is entitledl Oak Bav/Flaoler Rd. Intersection
Imorovement .
The property is located in J9fferson County. Section 12.
Townshio 29 North. Ranoe 1 West. W.N.. The project consists of
-61-- parcels, having ~ ownerships of real property to be
acquired for highway purposes, And as shown on the AGENCY right
of way plans which by this r.f.r~nce is made a part of this
Agreement.
II
SCOPI! OF' WORK
The CONSULTANT shall acquire on behalf of the AGENCY the real
property referenced in Section I of this Agreement. using
procedures specified by the AGENCY and in accordance with the
Washington State Department of Transportation Right of Way
Manual, which by this reference is made a part of this Agreement.
The service render9d by the CONSULTANT shall be as follows:
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ACQUISITION:
Upon noti~ication ~rom the AGENCY, the CONSULTANT will
request donations ~orm the parcel 'owners. A~ter su~~icient
time has passed ~or responses to the donation requests and
receipt o~ Determination of Value ~rom the AGENCY, the
CONSULTANT will commence negotiations. If it becomes
apparent that negotiations have reached an impasse and
su~~icient time has passed ~or the property owner to make a
settlement decision, then the CONSULTANT shall provide the
AGENCY with written noti~ication. The ~iling of
condemnation proceedings shall be the responsibility of the
AGENCY.
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OBLIGATIONS OF CONSULTANT
A.
CONSULTANT shall prepare, through the direction of the
AGENCY'S attorney, all documents necessary to convey to the
AGENCY, valid title to the needed rights of way and report
the results o~ negotiations, working time, and business
expense on the project.
B.
CONSULTANT shall assure that no less than three personal
contacts are made with each interested party (owner) in
order to acquire valid title to needed property rights as
shown on the project map or as instructed in writing by the
AGENCY.
C.
CONSULTANT shall on the first (but no later than the
second) contact explain the AGENCY's offer orally and in
writing and request execution of appropriate conveyance by
the owner to the AGENCY of needed rights of way in
consideration of the amount of the offer made.
D.
CONSULTANT shall assure that negotiations shall be per~ormed
only to the limit of authority delineated by the title
reports, project maps, determination of fair market value,
manual of procedures, acquisition schedule, or written
instructions issued by the AGENCY.
E.
CONSULTANT shall assure that a complete, legible diary of
each contact to include the time, place, amount of Offer, to
whom offer was made, all parties present, and owner's
response in a ~orm furnished by the AGENCY and to be
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returned to the AGENCY, for permanent records.
F.
CONSULTANT shall attempt to obtain release of all liens of
encumbrances necessary to vest valid title to required
property rights in the AGENCY, however, such liens or
encumbrances that cannot be released, the CONSULTANT shall
notify the AGENCY in writing for instructions.
G.
CONSULTANT on or before project cut-off date shall furnish
transmittal of diary, miscellaneous correspondence,
vouchers, and valid conveyances pursuant to all negotiated
transactions or written recommendations pursuant to future
negotiations in those cases where settlement failed. All
work shall be submitted as completed to the AGENCY for
acceptance or rejections.
H.
CONSULTANT shall work such days and hours as may be
necessary to meet with interested property owners that may
not be available during regular working days or hours.
1.
CONSULTANT shall abide by decisions made by the AGENCY on
questions concerning acceptability of work performed on the
project. All decisions made by the AGENCY are final.
.J.
CONSULTANT shall correct any deficient work performed by him
or his employees on the project and deliver corrected wor~
to the AGENCY at his own expense. Corrected work shall be
delivered to the AGENCY within --12- days from the date of
request.
K.
CONSULTANT shall remove any empl~yee from assignment to this
project immediately upon written request by the AGENCY.
L.
The CONSULTANT agrees to make available for inspection ~nd
audit all records of this 'Agreement to the AGENCY, state,
and Federal governments at any time during the term of this
Agreement and for a period of three years from the date of
fi nal payment.
M.
CONSULTANT shall be available for consultation with AGENCY,
state, and Federal representatives after completion of this
Agreement should the need arise. Said consultation shall be
contracted for by separate agreement if it involves
litigation.
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IV
OBLIGATIONS OF AGENCY
A.
The AGENCY shall furnish titl& reports. appraisals.
determinations of fair market value, project maps, and
engineering data.
B.
The AGENCY shall furnish final decisions in writing on
questions not covered by the above material.
C.
The AGENCY shall review and accept (approved) or reject any
work performed by the CONSULTANT on the project in ten (10)
days or less from the date of receipt by the AGENCY.
V
COMPENSATION
A.
The CONSULTANT shall be paid on a month1v basis for work
satisfactorily completed based upon the following specified
rates and such rates will be applicable throughout the life
of the Agreement.
Project Manager
Negotiator (acquisition agent)
Meals and Lodging
. 12.50 per hr.
. 12.50 per hr.
Actual elcpense not to
exceed State of
Washington's per diem
expense.
As authorized by Agency
in writing.
. 0.225 per mile for on
job costs
Actual expense. such as
parking. ferry charges,
photo copy costs, long
distance phone costs.
etc.
Travel
Mileage (automobile)
Miscellaneous
B.
The CONSULTANT shall on or before the ~ day of each
month, invoice the AGENCY for services rendered during the
previous month identifying the project, parcels worked on,
and days worked. CONSULTANT will also provide a written
progress report on this project on a monthly basis.
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Th.. 1.01....1 r..i mhur'5..mant pf !:pmp",n5...ti rm and alllH=n5a5 for
"Ewvi cas undl'lr Jlrovi 5i on.. of thi.. AQr",afllent i.. "'5ti mat...d tp
Ii.. 1 *-!I...OOO.OO. Tt,,,, ammlOt 5hall npt. ba allcaadelj wi t.hout.
...u'er:ution of an amand/lllilnt to thi.. AUr.."'mEtnt..
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TIME OF fiEl3INNING AND COMFhETION
A.
Thlil CONSUI-TAtn ..hilll npt haoin work undar t.hlil tarm.. I3f thi..
Ilor..IilIllEtnt unU I autl'H1ri;tad in writ.ino by t.he Al3ENCY. ThEt
tim.. r..lluir"'d, in C:illlilndilr day"" fpr f,:ofllplatipn of all wrJrk
IIndar' thiID AO"Etl'lllllmt ",hilll hli _..12!i- daYIii fpllpwino writ.tan
.n.l tho,'1 ;t a ti on to 1''''0 In.
E",tahl i ..hafl c:ompl..tI on tl m... liihilll nnt bEt al< tanljad ha!:au,"Et of
any unwarrant...d dalay5 attrihutahlEt tl3 the CONSUI-TANT, but
fIliiY blil all t..n/lad hy t.hEt AGENCY PI" hac:,au51i pf uniivr.li diihl..
del iiy.. a:a....lild hy an aCt. of Gnd or OQvliwnmant.al act inn.. PI"
ntlu.,- r:nnrJi I: I un.. hlilyrlflr! thlil a:onlTPI of U'11iI CONEilll_ TANT .
fl.
"r;no a:om/llet: i no nf thi.. Aorlllilm..nt all dQCUmlilntlii anr! r..C:r:lrd..
Aha II hEt lurn..r! nv.,,- 1:0 tha AGENCY.
VII
AMENDMENTS AND REVIBIONS
Blwlll/1 I:hlil A(~r::Nr.Y mAI,a c:hallfJali ",I thl n thEt lic:nrla nf 1:lllli
Aorli/a",..nl:, lIy olvinu nnti!:.. t.r:l r::ONBUl-TANT and lild'lilliqulilnt.ly
c:rlfllirmlnu IOw:h (;h...rl/J'"IO in ""rll:ino, and ..uc:h a::hillflfJIlIO afhl!:!: th.,
r.o..l. nf n," Ih.. I:i ml' rltllui ,.arl fo" 11Iiwformanl:ta of thl.. Aorfillilm...nI: ,
.m ap'lf'npr' I ..tl' iifl.llltitmanl: ..hall h.. mlula. No a:hano.. hy CIlNBUI_ TANT
tih...11 IJtif n.r:nrJni ;t..rl wi ':'mul: wrij,twn Illlfl,.o"..1 hy t.hw AGJ::NCY.
Nothi rHJ In t:l1i.. "'1"1:1101.. Ii"" I I "'"r.II..a CONEiUI_TANT frQm prOl:....rll no
I'll j,IJ "",rfn",,,"ul/:" of t:llliI Aur P/illlllint. iili. c:hanoarl hlil,"IiIUnrlrl,.. All
r:"iin'J"" ..h..11 "tiI liouIJmllhllJ .... .n .mlOnrl/JItifnt t.rJ the halil r. Aorlililfll",ni:
.rul "Pfl",~","/I IJy I,h.. fll:..t", nf W"",,/'Ii lIotQn, fllilp/i,.t:/JIlilnI: of
Tr..n..",wl,..tl "'" I,,,,f,,, '" 1.10", w,." k I.. llI.rJiitrl'_"liIn In onJiI. I:n h",r.f:lma
IiIli'JIIII", for' f'tJIltilr,..1 pii"Ur.ipat.lon.
VIII
AaalaNMENT OF AaREJ::~NT
r.nt~tHlI,l(ltH ..10 Ii I I 01'11: dl6liirJIl I:hi.. AorlO"/Illllnt In ",,"ollll or In fl.,.t,
1Ill(' ..11..11 r.nNBUl.l(ltH "IIIH:nnl-r..r:I: ..ny nf 1.11.. wnr'l' I:n hili IHtlrfnn"..rl
Il",rui II wll:llnul Hll' p, i fir' wr'i I:t..n c milium !: rJf t:llft AaENCY.
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IX
TERMINATION OF CONTRACT
A. Agency may terminate this contract by notifying CONSULTANT
12- days in advance of termination in writing by Certified
Mail of its intentions to do so at any time and for any
reason whatsoever. In the event o~ such termination. AGENCY
shall be obligated to reimburse CONSULTANT for services
performed and expenses incurred to date of termination at
the rates set forth under Article ~ herein. less prior
interim payments, if any. Upon payment of such sums. AGENCY
shall be discharged from all liability to the CONSULTANT
hereunder and this Agreement shall be considered terminated
unless extended in writing by mutual agreement between the
parties hereto.
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B. Upon termination of contract under Paragraph A above, all
documents. records, and file materials shall be turned over
to the AGENCY by the CONSULTANT.
C. All services to be rendered under this contract shall be
subject to direction and approval of the AGENCY.
X
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 Agreement 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, Dr any other
consideration, contingent upon or resulting from the award or
mllldng of this contrllct. For breach or violation of this
warranty, the AGENCY shall have the right to annul this Agreement
without liability or, in its discretion, to deduct from the
Agreement price or consideration or otherwise recover, the full
amount of such fee, commission, percentage, brokerage fee, gift,
or contingent fee.
Any and all employees of the CONSULTANT, 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 AGENCV and any and all claims that
mayor might arise under the Workman's Compensation Act on behalf
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of said employees. while so engaged and any and all claims made
by a third party as a consequence of any negligent act or
omi ssi on on the part of the CONSULTANT' S emp], oyees. whi 1 e so
engaged on any of the work or services provided to be rendered
herein. shall be the sole obligation and responsnbi1ity of the
CONSULTANT.
The CONSULTANT shall not engage. on a full or part-time basis. or
other basis. during the period of the Agreement. any professional
or technical personnel who are, or haye been at any time during
the period of this Agreement, in the employ of the FHWA. State.
or AGENCY. except regularly retired employees. without written
consent of the public employer of such person.
If during the time period of this Agreement. the CONSULTANT finds
it necessary to increase his professional. technical. or clerical
staff as a result of this work, he will actively solicit
minorities through his advertisement and interview process.
During the performance of this Agreement. the CONSULTANT. for
itself. its assignees. and successors in interest. hereinafter
referred to as the CONSULTANT. agrees as follows:
A. COMPLIANCE WITH REGULATIONS: The CONSULTANT will comply
with the regulation of the Department of Transportation
relative to nondiscrimination in federally-assisted programs
of the Department of Transportation Title 49. 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. will not discriminate on the grounds of
race. religion. color, national origin. or sex in the
selection and retention of subcontractors. including
procurements of materials and lease of equipment. The
CONSULTANT will not participate either directly or
indirectly in the discrimination prohibited by Section 21.5
of the Regulations, including employment practices. when the
contract covers a program set forth in Appendix A-II of the
Regulations.
C.
SOLICITATION FOR SUBCONTRACTORS. INCLUDING PROCUREMENTS OF
MATERIALS AND EQUIPMENT. In all solicitations. either by
competitive bidding or negotiation made by the CONSULTANT
for work to be performed under a subcontract. including
procurements of materials Or equipment, each potential
subcontractor or supplier shall be notified by the
CONSULTANT of the CONSULTANT obligations under this contract
and the Regulations relative to nondiscrimination on the
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ground of ra~e, religion, ~olor, national origin, or sex.
D.
INFORMATION AND REPORTS: The CONSULTANT will provide all
information and reports required by the Regulations, or
orders and instru~tion issued pursuant thereto and will
permit a~~ess to its books, records, ac~ounts, other sources
of information, and its fa~i1ities as may be determined by
the AGENCY or the FHWA to be pertinent to as~ertain
comp1ian~e with su~h Regulations, . orders, and instru~tions.
Where any information required by a CONSULTANT is in the
ex~lusive possession of another who fails or refuses to
furnish this information, the CONSULTANT shall so certify to
the AGENCY or the FHWA as appropriate and shall set forth
what efforts it has made to obtain the information.
E.
SANCTIONS FOR NON-COMPLIANCE: In the event of the
CONSULTANT'S non~omplian~e with the dis~rimination
provisions of this contra~t, the AGENCY shall impose such
~ontra~t san~tions as it or the FHWA may determine to be
appropriate, including, but not limited to:
1. Withholding of payments to the CONSULTANT under the
~ontra~t until the CONSULTANT ~omplies and/or
2.
Can~ellation, termination,
~ontra~t in whole Dr part.
suspension
of the
Dr
F.
INCORPORATION OF PROVISIONS: The CONSULTANT will include
the provisions of paragraph (A) through (F) in every
subcontra~t, including pro~urements of materials and leases
of equipment, unless exempt by the RegUlations, orders, or
instructions issued pursuant thereto. The CONSULTANT will
take a~tion with respe~t to any subcontract or procurement
as the AGENCY or the FHWA may dire~t as a means of enforcing
su~h provisions, in~luding san~tions for noncompliance;
PROVIDED, HOWEVER, that, in the event a CONSULTANT becomes
involved in, or is threatened with, litigation with a
subcontractor 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 AGENCV and, in
addition, the CONSULTANT may request the United States to
enter into such litigation to protect the interests of the
United States.
XI
INSURANCE
Prior to beginning work under this Agreement, CONSULTANT shall
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provide Certificates of Insurance as evidence that policies
providing the following coverage and limits of insurance are in
full force and effect.
A. GENERAL COMPREHENSIVE LIABILITY: With respect to liability
for injuries to or death of persons and with respect to
liability for destruction of or damage to property, the
insurance coverage shall be $500,000 combined single limit
and such coverage shall include the special provisions
1 i sted below:
1. The AGENCY shall be named as an additional insured and
the coverage shall be applicable to and protect the
AGENCY from liability arising from or relating to
CONSULTANT's activities relating to this Agreement.
Such insurance shall be primary and other insurance
maintained or carried by the AGENCY shall be separate
and distinct and shall not be contributing with the
insurance listed hereunder.
2.
Such insurance
"Severability of
shall include a "Cross Liability" or
Interest" clause.
3.
shall not include explosion, collapse,
exclusions commonly referred to as the
Such insurance
or underground
.. XCU" hazards.
B. AUTOMOBILE COMPREHENSIVE LIABILITY: With respect to
liability for injury to or death of persons and with respect
to liability for destruction of or damage to property, the
AGENCY shall be named insured and the insurance coverage
shall be $500,000 combined single limit. Such insurance
shall be primary and other insurance maintained or carried
by the AGENCY shall be separate and distinct and shall not
be contributing with the insurance listed hereunder.
Failure of either or all of the named insured to report a claim
under such insurance shall not prejudice the rights of the AGENCY
thereunder. The AGENCY will have no oblig3tion for the payments
of premiums because of its being named as an insured under such
insurance. None of the policies issued pursuant to the
requirements contained herein shall be cancelled, allowed to
expire, or changed in any manner so as to affect the rights of
the AGENCY thereunder until thirty (30) days after written notice
of such intended cancellation, expiration, or change.
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XII
WAGE AND HOURS LAW COMPLIANCE
CONSULTANT shall comply with all applicable provisions o~ the
Fair Labor Standards Act and any other legislation a~~ecting its
employees and the rules and regulations issued thereunder inso~ar
as applicable to its employees and shall at all times save the
AGENCY free, clear, and harmless ~rom, all actions, claims, and
expenses arising out of said Act and rules and regulations that
are or may be promulgated in connection herewith.
XIII
SOCIAL SECURITY AND OTHER TAXES
CONSULTANT assumes ~u11 responsibility ~or the payment o~ all
payroll taxes, use, sales, income, or other ~orm o~ taxes, ~ee,
licenses, excises, or payments required by any City, County,
Federal, or State legislation which are now or may during the
term o~ the Agreement be enacted as to all persons employed by
the CONSULTANT and as to all duties, activities, and requirements
by the CONSULTANT in performance of the work on this project and
under this contract and shall assume exclusive liability
there~ore, and meet all requirements thereunder pursuant to any
rules or regulations.
XIV
DAMAGE CLAIMS
CONSULTANT shall indemnify and,hold harmless the AGENCY ~rom and
against all claims ~or any and all damage, including but not
limited to claims ~or damage to property Dr claims o~
misrepresentation in negotiations, due to negligence o~ the
CONSULTANT or its employees including court costs and attorney's
fees, if any.
XV
CONTENT AND UNDERSTANDING
This Agreement contains the complete and integrated understanding
and agreement between the parties and supersedes any
understanding, agreement, Dr negotiation whether Oral or written
not set ~orth herein Dr in written amendments hereto duly
executed by both parties.
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XVI
ATTORNEY'S FEES
I~ the AGENCY brings any action or suit relating to the
en~orcement o~ this Agreement or asking for any relie~ against
CONSULTANT, declarato,"y or otherwise, arising out o~ this
Agreement or i~ CONSULTANT brings any action or suit against the
AGENCY, declaratory or otherwise, arising out of this Agreement,
then the prevailing party in any o~ these events shall be paid
reasonable attorney's ~ees and costs and expenses expended or
incurred in connection with any such suit or action.
XVII
INDEPENDENT CONTRACTOR
The CONSULTANT shall at all times be an independent contractor
and not an employee o~ the AGENCY, and shall not be entitled to
compensation or bene~its of any kind except as speci~ically
Rrovided for herein.
XVIII
NOTICES
Any notice given by either party to the other hereunder shall be
served, if delivered in person, to the o~~ice of the
representative authorized and designated in writing to act ~or
the respective party, or if deposited in the mail, properly
stamped with the required postage and addressed to the office of
such representative as indicated in this Agreement. Either party
hereto shall have the right to change any representative or
address it may have given to the other party by giving such other
party due notice in writing of such change.
XIX
CONFLICT OF INTEREST
The CONSULTANT her.eby affirms that he has no present or
contemplated future personal interest in the property, which is
the subject matter of this Agreement.
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GOVERNING LAW
This Agreement
hereunder shall
Washington.
and
be
the rights
governed by
and obligations of the parties
the laws of the State of
XXI .
AUTHORIZED REPRESENTATIVE
In performing the services defined herein, CONSULTANT shall
report to:
JEFFERSON COUNTY,
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Bruce Laurie, Construction Engineer
Phone No. (206) 385-9168
Kenneth Endorf
Phone No. (206) 456-1742
CONSULTANT"s representative is:
XXII
APPROVAL OF AGREEMENT
This Agreement shall become effective upon execution by the
parties hereto.
CONSULTANT:
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Chief Right of Way Agent
Washington State Department
of Transportation
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Board of County Commissioners
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NUMBER BLOCK LOT
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BAY VIEW ADDITIDlI
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DESIGN TRAVERSE "BRODRSNORTH" 41~I/i!.lc ?b'J;ees I
31 5/88 JOB fI CRP'/38
OAK BAY RD. - FLAGLER RD. INTERSECTION PROJ. ENGR. : BOB NESBITT ~
EAST JEFFERSON CO. BY ALCOHOL PLANT PREPARED BY: AUBREY PALMER J
-------------------------------------------------------------------------------- .~
BRODRSNORTH From 1003 (379906.910,1531960.880) To 1003 (379906.910,1531960.880) ,\
,~
DISTANCE 1.
CRS FROM TO FEET DIRECTION NORTHING ' EASTING
-------------------------------------------------------------------------------- ~
--------------------------~----------------------------------------------------- !j
1 1003 1005 138.117 S 87 40 03.2 E 379901.289 1532098.874
2 1005 1006 10.000 N 2 19 56.8 E 379911.280 1532099.281 1
3 1006 1008 200.000 S 87 40 03.2 E 379903.141 1532299.103
4 1008 1009 10.000 N 2 19 56.8 E 379913.132 1532299.510
5 1009 1010 7.937 s 87 40 03.2 E 379912.809 1532307.440 I
6 1010 1013 CENTER = 12 ROTATION = CCW 379911.707 1532331.960
DELTA = 0 28 45.2 RADIUS = 2934.789 CHORD 24.546 I
CHORD BEARING = S 87 25 40.7 E ARC 24.546 TANGENT = 12.273
7 1013 1011 10.206 N 1 HI 33.0 E 379921.910 1532332.193
8 1011 1012 40.000 S 88 41 27 .0 E 379920.996 1532372.181
9 1012 1150 1. 310 S 1 18 33.1 W 379919.687 1532372.151
10 1150 117 10.998 N 88 41 27.0 W 379919.938 1532361.156
11 117 119 CENTER = 29 ROTATION = CCW 379895.543 1532334.906
DELTA = 91 34 32.9 RADIUS = 25.000 CHORD = 35.838
CHORD BEARIIIG = S 47 05 49.5 W ARC = 39.957 TANGENT = 25.697
12 119 120 4.000 S 2 53 06.0 W 379891. 548 1532334.705
13 120 124 CENTER = 12 ROTATION = CCW 379892.82'{ 1532306.626
DELTA = 0 33 09.2 RADIUS = 2914.789 CHORD - 28.109
" CHORD BEARING = N 87 23 28.7 W ARC = 28.110 TANGENT = 14,055
I
14 124 122 72.372 N 87 40 03.2 W 379895,772 1532234.319
15 122 123 101.980 S 81 01 21.0 W 379B79.860 1532133.593
16 12, 1040 173.682 N 87 40 03.2 W 379886.928 1531960.066
17 1040 1003 20.000 N 2 19 56.7 E 379906.910 1531960.880
r
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PERIMETER = 893.162
CLOSURE ERROR = .000
AHEA =
77B2,95B SQUARE FEET,
0.1'{87 ACRES
--------------------------------------------------------------------------------
JEFFERSON COUNTY DEPT, OF PUBLIC WORKS
Courthouse, Port Townsend, Wa, 98368
206 385-3505
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31 5/88
OAK BAY RD. - FLAGLER RD. INTERSECTION
EAST JEFFERSON CO. BY ALCOHOL PLANT
101/2.2-0 obI (-sour" ""," J
M.4t>
4l.4,eHZ' '1?~hE.e:.
JOB tJ CRP138
PROJ. ENGR.: BOB NESBITT
PREPARED BY: AUBREY PALMER
PAGE
FROM
BRODRSSOUTH From 1039 (379826.981,1531957.624) To 1039 (379826.981,1531957.624)
DISTANCE
FEET
TO
DIRECTION
NORTHING
EASTING
CRS
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
1039 140
2 140 1041
-'I- DELTA =
enu.
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:E~ 3 1041
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CENTER = 12 ROTATION CCW 379809.422 1532369.631
1 20 28. 3 RADIUS = 2834.789 CHORD 66.356
86 59 49. 1 E ARC 66.357 TANGENT = 33.180
20.017 S 1 18 33.0 W 379789.411 1532369.174
CENTER = 12 HOTATION = CCW 379792.916 1532302.557
1 21 28.8 RADIUS = 2814.789 CHORD 66.713
86 59 18.9 w ARC = 66.715 TANGENT 33.359
346.054 N 87 40 03.2 W 379806.999 1'531956.810
20,000 N 2 19 56.7 E 379826.981 1531957.624
CLOSURE ERROR =
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0,18911 ACRES
8251.797 SQUARE FEET,
AREA =
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
Courthouse, Port Townsend, Wa. 98368
206 385-3505
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DESIGN TRAVERSE "TAX11RWK"
3/ 7/88
OAK BAY RD, - FLAGLER RD. INTERSECTION
EAST JEFFERSON CO. BY ALCOHOL PLANT
JOB Ii CRP738
PROJ. ENGR.: BOB NESBITT
PREPARED BY: AUBREY PALMER
PAGE
TAX11RWE From 900 (380129.294,1533035.;03) To 900 (380129.294,1533035.103)
DISTANCE
FEET
CftS
FROM
TO
DIRECTION
NORTHING
BASTING
1
2
900
643
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
3 897 900
DELTA
CHORD BEARING = N
PERIMETER = 195,384
643
897
62,429 S 1 20 33.2 W 380066,1:)86
52,378 N 87 18 41.2 W 380069.343
CENTER = 880 ROTATION CW 380129.294
6 37 56.2 RADIUS 696.191 CHORD
41 53 39.7 E ARC = 80,588 TANGENT
CLO~URE ERROR = .000
1697,111 SQUARK ~EET ,
0.0390 ACRES
AR!::A =
1533033.640
1532981.323
1533035,103
80.543
40.339
--------------------------------------------------------------------------------
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
Courthouse, Port Townsend, Wa. 98368
206 385-3505
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.. ---96600040r---4--'I-1'!CmlS--------O';1172---0~030Z_.0~oa70..---- "-..-.-.-., ,.-.-.-..------.-.-.-.--,--------,-,--..--..---..-- ... -----...,-- ---.. - ,..-- .. ---..-
" 966000401 4 2 PICKENS
~; 966000401 4 3 PICKENS
" '---"96S000411l-'-r'-n'IC1(EN5
" 966000401 4 5 PICKENS
:~ 966000401 4 S PICKENS
" -'i6'S000401--4-rl'ICkENS
" 966000401 4 B PICKENS
"
"
,,-..90'500(r]Or-r..-TPT;;krn------0~097r--'O:vm-' 0;0337.---......---.-..-..--'-.---..----'---.-.-.--.------..-.-,--...-- - .....-----.- .. ......---..----
It 966000701 7 2 PICKENS 0,1661 0,0020 0.1641
:~ 9661)00701 7 3 PICKENS
" ---'6'500U70r--r-4-PIMNS---
" 966000701 7 5 PICKENS
:: 966000701 7 6 PICKENS
"-95501)(r]OI-.,-TFICKENll--.-----.-0;lE60-'-.O:050r.-0.:115'1 ....--.-.- -....,..----.----..,----,---,------------.-....-.....,--..-. ..,....."..-....-,.."-,,,...., .-,-...,
I.:: 966000701 7 B PICKENS 0,0345 1),0345 0,0000
"
" ----..9560001l0r-'-B-.'-I-BRODERs;-tHARtEllD~-------.----- .-..,.-.
\.." 966000801 B 2 BRODERS, CHARLES 0,
:: 966000801 9 314 BRODERS, CHMLES D, o,mo 0.0002
" --156lJOo;O~---"r'--nEFFERSON-COUNlT"'---'-'0~om'-'o:om"
" 9b60('0903 a 6E JEFFEF.SON COUNTy o,om 0,0309
:~ ~66000BOl 8 6W BADDERS, C:'ARLES Df 0,0012 0,0000
, I --..--96600090,-.... S'" -7E'JEFFERSON' COUNTY..--..-....-O; 0045-" 0; 0476 '.'
\ " 9b6000804 a 7N DRODERS, CHARLES D,
. ',' 9b6000B03 8 BE JEFFERS[jN ~OUNTV 0,0315 0,0037 0,0338
. "---.."... '106000504 8 .'. 8W'BRODERS;'-i:HAR[E5'O~-- '-".-- ,""------
/lW1I4 SE~. 12, T.29,No R,loN. H.H.
KUHNSVILLE
1 BRODERS, CHARLES D,
2 BRODERS, CHARLES D.
" BRODEIlS'jt:RARt:Es-D;---O;j664--O;-006Z--0~rbor--'---------- -.
4 BRDDEPS, CHARLES 0, 0,07Bl 0.0555 O,022b
5&6 BRODERS, r.HARLES D, 0,3b55 0.0000 0,3655
I TKIWSElIH"""'.-------' ---,...-,..------...-----.-..------- .------.--.-,------.--.----
B BRODERS, CHARLES D,
O,lblO
0,0520
0,1090
O,297B
U:OOOO'
0,0(,00
0,0012
-0,0169
--"-NEIWSEC,-12 ,-T;29;1I,' R,I ;W; W:P1;-----...--U. -
901121005 TAl II
0,3919 0,0390 0,3529
'IEI/4 SEC, 12, r,29,N, R,IoW, W,M,
BAY VIEW AOOlTlDN
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:: 931800601 6 1 BENMOOR ENTERPRISES 0.0932 0.0107 0.0825
so ----"'v.rra-UOoOl--.-TllEmlOORtNTERPRISE,-u;ofJ9T1J.Orn-0;020rr- --.,-,-....-..---..-.-----.--.----..-....--.-....-.. --..-.
,," 931B00601 6 3 BENMOOR ENTERPRISES 0.1092 0.1092 0.0000
c.. :: 931B00601 6 4 BENMOOR ENTERPRISES 0.0595 0.0595 0.0000
"~3nllJ~ 5 BENMOOR OOERPRlS~S o.ou~v o.oo~V uooOUO......-..-..-------.----
'( ~: 931800602 6 6 RElD 0.0178 0.0l7B 000000
I. 931B00602 6 7 REID 000912 0.0626 0.0286
o. ------qJ1WO'suz--r-a-IltlD 1r.1m-u;02S9-o;I65lj-------'--.-.
t. :: 931000602 6 9 REID
H 931B00602 6 10 REID 0.IIB2 0.0001 O.lIBl
g, ---931awsoz--6-n-REIO 0;tliDr-o;Ono--07t325-....-.-.--------.-.-...-'---.
:C .. 931800602 6 12 REIO ')00697 0.0499 0.0198
;: 931800602 6 13 REIO 0001b7 0.0167 0.0000
",---'me~3. 6 14 B1:NllODlt.EPHERPItl1les--,--'...'O';0110 O.6110~Oo---._-_..-
~ to '9,31800604 6 15 BENHOORENTERPRISES 0;0695 0.0695 0.0000
:: 931800604 16 BENMOOR ENTERPRISES 0.1777 0.1777 0.0000
..
t. " 931800701 1 REIO
:: 931900702 7 2 REID
.. -931BOo-703--7-3-HIINSEr--
." 931B00703 7 4 HANSEN
C :: 931800703 7 5 HANSEN
o. -931e00703-r--.HANSEII
t. " 931800703 7 7 HANSEN
~~ 931800704 7 B HANSEN
g, '--93IeOO-70~-'HiANSEN
'(, " 931800706 7 10 HANSEN
;: 931800706 7 11 HANSEN
,,-nltt0070b----7-'12-HANSEN-"'-- 0.l1el--O-;035'r.O-;'Oe2Z---......- ...--.-..---
lC 931800707 7 13 HANSEN 0.0430 0.0426 0.0004
'( :~ 93180070B 7 14 BENDER 0.036B 0.0325 0.0043
., -q31BOcr70cr--7-I~BENDEI1.---0711eO-~19/J--();0ge4--.--..- -...-------..-----...,----
t. :: 931800710 7 16 REID
9l
., --931ttOOBOr-g--- rJOHNSON
" 931BOOBOl B 2 JOHNSON
<.. :: 931800B02 B :; JOHNSON 0.1181 0.0077 0.1104
0' '--</31tt0080;--a--4'-JOHNSON-----o;06~8-~457-070191--...-- ...-....----.....--.-------..---..
" 931800806 B 5 HcMILLEN 0.0194 0.0194 0.0000
<.. :: 931BOOB06 B 6 McMII.LEN 0.1097 0.0609 0.048B
., ---'931BOOBO,-'8---7'HmttEN .--......------,---,...............---,..,
.. 931B00804 B B McMILLEN
<.. ;: 9318('OB04 B 9 MeMlllEN
" ---9311100B04.......-8--'1 O-"cHILtEN..--'----.-,....--'------.-'-..., ........
( :: 931B00807, B II McMILLEN
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AREA
HIGHT r':Ei"IAINDER STAT! DN ON R[)~lD!;J(W
!;JAY
PARCEL
NUMBER
BLOCk LOT
NAME
NW1/4 SEC. 12, T.29.N. R.l.W. W.Mo
"lO 112'<<'>0 1 LUJ'T""1"IU. .t:!HUlJt::.Kb, l'iARTI0'l3tJNSTONE'---rS:-300'cr---O:"1787---'"l137'1"2-r::-
90'112200'1 LOT 1 SO. BROCERS, MARIE GUNSTONE 10'.300'0' 0'.1894 100110'6
Nt:.llLJ. bt:.t.,;..l.o:::, 1....s:.~..N...K.l.W. .W.I~I.
~::UHNSV I LLE
"
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9660'00'30.1 .c' BRODERS, CHARLES D.
9660'00'30'2 ~ ~ BRODERS, CHARLES D.
'7~.....:: .:.( ~, r::W;Ot7!:.~,."'(."HAl'\'L-ES-!}';.---~"tr6'4~-"j't~
9,66000303 34 8RODERS, CHARLES D. 0.0781 O. 055~3
96600030:::: 3 5~,6 BRODERS J CHARL.ES D.O. 3655 O. 0000'
.y 661.1OU3"Ot):'.--:S-----;"1J'.I::TNSEI:.:tf.r----.-.---'-'.--.-.--...-----.-'-"--'---"
966O'(~3O'5 3 8 BRODERS, CHARLES D.
0,,:;',.655
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" 966000401 4 2 PICKENS
:: 966000'401 4 3 PICKENS
.. --766"Cf01Y4'0i--~----zrFTCKEl'>tS-------- .,.-----..,----...--...---
" 9660'00'401 4 5 PI CI":ENB
:: 966000401 4 6 PI Cf<ENS
.,--9ocS1:TOcr4'Or---4---"7.-i-'.I'CK~:i'1S--..-'---_.._'--_....---...-'--------------."--"-,,,-.. - ....-....."..,-..
~ : 966000'401 4 8 PICKENS 0.1610 0.0~2O' 0,1090
:: ---9050007crl-'/--1''...~!'CI~ENS--'-._'-_.-...,-.--'0;;_0''17~S_-'-'(l-;-o-,~~,c;"'''-'(r.-<:'''!;::;,'7--'---'-''''---'''''' '"',.-..,.--..
" 966000701 7 2 PICKENS 0.1661 0'.0070 0.1641
<.. :: 966000'70' 1 7 :.:: F'I CI<ENS
., ---('1oo000701"--.1--4-F:r.tC;f~I!:NS---.---...--._'---'-.--.---..,-,----
(, " 966000701 7 "::; PI CI<ENS
:: 966000701 7 6 PICf':ENS
., --'-9r.;o01:T0701--'-7-/-PlCf~EN5
l. : 966000701 7 8 PICKENS
"
., '700000am-- s aROOEF~S-;-CHARt.:P-S'-DT-"---'-"-"---"'-'-'''-'---'--'
" 9660'00'801 8 2 BRODERS, CHARLES D.
:: 966001.1801 8 3~,4 BRODERS, CH,o,RLES D.
., -.-'766"ovca03-'..'-.S'----':r-J'EFF'ERSON'-COt:lNTY"
" 9660'00803 8 bE JEFFERSON COUNTY
:: 966~)O'801 8 6W BRODERS, CHARLES D.
" .-.-.----9'6QoooaO~-..-.-8..."..--'TE--.:lEFI"'ER80N.-r.::OIJN1.Y-...-
" 966000804 II 7W EIRODERS, CHAI~I_E8 D.
.,' 966(")0803 8 f3E JEFFERSON COIJIHY
, ..-.----.-9'0;600080-4.....--'. S---"--81W"DRODERS";--'CHARt: ES "0;'"
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,
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0.0226
--...-.----cr;;-I.6'liO---f)';. 0:;;0 1- ''''',')-;-1-1''59
0.0345 0.1)345 0.(1000
0.2980 0.0002 0,2978
.,. '0 ;-0673"-"0;;_0'673 ---..0.;.01'00--.-----.....--.'-..." ...-.....-...
0.(1339 0,0339 I). ()(I(I(1
1).0012 0.01)(10 O.Of)12
,., .. '--,' (>.- 06'4::;.... ---0;04'16"--(.1";"'01,-6';>-"-'--"---" ,--,-..,....-.........-,-.......
o. 03~7~,)
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0.0390
O. 352(;)
90'1121005 TAX 11
(
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Bnv VIEW ADDITION
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.. 931800601 6 1 BENMOOR ENTERPRISES 0.0932 0.0107 0.0825
"---cr.:>nm<:fb'LiT-e;----;;rEiEN1'ltJl::m-ENTERFRTSES.--;---.... ''''(f;'''0897-'0-::-n'697'-'''-,:r:lf21:fO
( " 931800601 6 3 BENMOOR ENTERPRISES 0.1092 0.1092 0.0000
= 931800601 6 4 BEN MOOR ENTERPRISES 0.0595 0.0595 0.0000
"-.-9:S18006(ir-.-b-~E::'~1'(TSE'5...----._.-(:>~v('i59--i:r:v(f5,;r-""'i:>.lii::;Q()-
~ 931800602 6 6 REID 0.0178 0.0178 0.0000
1; 9~318006('~ 6 7 REID 0..0912 0..0626 0..0286
.,' <t3TSi:ii)(I:;(l2 6 S---m,,-nr- "'--i:r:"f92.5'---i)-:U25~1664
:: 931800602 6 9 REID
" 931800602 6 10 REID
~i I..;i..:... rStfi)-..svZ---o--r:lREI 1)
( :: '131800602 6 12 REID
n 931800602 6 13 REID 0.0167 0.0167 0.0000
"---93TBOU5U~s---r4""BENI'1D1JFrENTERPRTSES----------o:-u1TO-O..-on 0-" (r;'lJ(lOo-
., 931800604 6 15 BENMOOR ENTERPRISES 0.0695 0.0695 0.0000
: 931800604 6 16 BENMOOR ENTERPRISES 0.1777 0.1777 0.0000
---..----.----..--
"
" 931800701 '7 HElD
: 931800702 '7 2 REID
.,,, 93T800703"-- / .;.... 1-1f-~NSE1\r.--~---------
" 9318007('3 7 4 HANSEN
~: 931800703 I 5 HANSEl\!
.,"-~,.8U07UT~~ANSEI'l
<< 931800703 7 7 HANSEN
{ :: 931800704 7 8 HANSEN
,,---93T80070::r-- 7 't PrANSEN
( 9C 931800706 7 10 HANSEN
:: 931800706 '7 11 HAI\JSEN
., ------<73TB0070'S-;---rZ--PrANSr::t,j -...----,--------., 0;-r-1'En-"--Cr;-03::'i"r-"-cr. OOZZ---..---.'-.---.---..---...
{ " 931800707 7 13 HANSEN 0.0430 0.0426 0.0004
= 931800708 7 L4 BENDER 0.0368 0.0325 0.0043
.. 93'113007ljcr---~.1'~e:Nl'E1'\""-----.-"----t:.';-'I-tt:l(l---'('-;;-f:r:r<;'6-"'''1;7-;-t)'98'4
" 931800710 7 16 REID
"
"
,. 9T.l.1300S0r---.S--''''!<JORNSON--.---..._..,.. --.-"--..- ....--......--..
" 9,:51 fJ0080 1 B 2 J tJHNSClN
:~ 931<30080:2 8 ::; JOHNSON
.. -~31..800803-.--8----4--o'0r-1NSOl'r--.------."-'-,..,-,......
',- :: 931800806 8 5 McMILLEN
.. 931800806 8 6 McMILLEN
" '1 ,",T13UClUIT4--...S-..._..'7-.Mc:rrn:t:t::r;f--.-'-_.-..................,.......-. .-......-.---.--, ..-....---..-,----------..--..---..-,..,.,--,..-....,--,,"..
l ., 931800804 8 8 McMILLEN
, :: 9318~)804 8 9 McMILLEN
" ---- 93'T800BO'4--'-'''-'8 ""'''--l'O''''Mc:MI t:t:El\r..-.--..'..--..-.....
l :: 931800807 8 11 McMILLEN
.
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0.1182 0.0001 0.1181
.---------...r:.r661-'---o7u-',.c", "-0:'1."..,;,';:'
0.0697 0.0499 0.0198
0.1923 0.0009 0.1914
0.0760 O.05()6 (>.0254
'.~---cr;-oT-Z:r--O-;;-Or:.~5--0-;;OOO-CJ
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r
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"--0-;;O$413"-"'-o-.-Cr4~7---0~"O-.r<n----'-"--'''''-'''---'''-' ,,,....
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M 2"-01 (HW)
5,'303Ll
PROCEDURES
D.
6. Whether the appraisal follows special instructions and, if needed,
contains copies of specialists' reports.
7. Does n2~ enumerate ainor errors (see Sec. 5-3.23).
8. a. If the Review Appraiser is satisfied wIth the appraisal as
whole, but is not persuadp.d to come to the sa.e conclusion AS the
appraiser, he explains his ovn conclusions And attaches his
supporting evideace to the DV if differeat fro. that supplied by the
appraiser.
b. If the Review Appraiser is not satisfied with the appraisal as
a whole, he .ay request corrections or a second appxaisal by IDe to
the District Right of Way Supervisor in which the reasons for
needing the corrections or a second appraisal are clearly set forth..
9.. If an unecono_ic reaaant is invo~ved takes actIon as prescribed in
Section 5-3..312, below.
1. The Review Appraiser, upon assuring hi.self of the adequacy and
accuracy of the DV, signs and da tea the DV in the "Headquarters Review
Appraiser" bl.ock and sub_its the oriqlnal and four copies to the
Appraisal Deviev S~ction Supervisor.
2. If in accordance with Section 5-1C the Review Appraiser prepares a
ravised ~v, the R~YieN Appraiser:
a. Nu.bers .....,ch r..vlsed DV tor a parcel in sequential order, i.e.
DV '2, DV fl, etc.
b. Evalu~tflA all the latest appraisal evidence.
c. Recitoa t.he justitication tor tho revision on the back of the
DV. Incorporat~s by reference those it.ems Which appeared on the
prior DV which still pertaln to the revised DV.
d. Co.pleteR tho re.iserl DV and complies with 1. above,
UNECONOMIC REMNANT
II
\\
I
5-J.JI2
Tllp Roview AppcaiB~r:
A. Oeteraineo whethor " re.aindor (or any part theroof) qualifies as an
"Unecono.ic noanant" bAsed Upon tht' following quidollneR:
r
1. "n 11unecollo.ir. Rft.nant" ia a re_aindor that.. thft owoer cannot usa aft
a part nf. tl.., whol.. property reuining aft"r t,he state's acguisitior" an~
[or vhlch thA owner would not he likllly to rind a cOllp"titive .arket. To
be an "Uneconolllic Romnant," Gn ~lstln9'uiBhAd frOM any other ro.nant, tho
re.aindpr .ust have iittle or no utility or .alue to the owner.
2. The tact th4t the highest and best use of. the reoaindnr is changed
as a result ot the state's acquisition doos not necPsoUily uke the
re.ain~or an ttl'nflconoalc Hoenant".
J. It the re.nant is usable or .arketable no an indepcondent antit,y,
t'flql\rdlfllJo ot the ovn"l"o personal \fiGw, it does not quality as
"unocona.ie" .
ell, J
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5-1,312
1
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PROCEDURES
B. Identifies any "UDeconollic Be2nilntU ilnd presents his reascninq in the
narrative cc thE back of the DV.
c. Identifies these relllnants which a[E "-ar91na1", explains why they
"eccnoaicfl.
dCP.
~J
D. If the addEd cost to purchase the "Unooono.1c Reunant,. Is in excess. of
$1.500.00 adds to his ndrra~ive on the tack of the OV;
5-::.J13
A~proved tv ___________________________
Chief Rlqht of Way Agent
SURPLUS PROPERTY
5-1.32
PRoCeSSING THE OETENnINATICN C~ VALue
I
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I.
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-I,'"
.'
1
I
I
I
i
1
I
.. ~.=~~'::Cljfj~?:'.rS!~:.!0;;;':;!,.......':...;......".'..,., , "10
,~;,""',!, I" ,..,'d.t,,,'.,,,,>,, ""':';""!, '.""'..,.:: (~..., ,....
~~~~ "":i1'~~1:::::::.mw
When it has heen ~etcr.in~rl that a Stat9-owne~ property (inclu,linq dOY
iDlp:oveaentf or pl'Hsnll"lty th~raoJl) have beco.l't surpl.us to the Cepat>tment's
nEedf (see Section 11-12.12), 4n ap~ralBal rnport 1s prepacfd as speclf!EII in
Section 4-4.1. The ReView Appraiser:
A. Reviews th-= appr:...isal teport as sFEcificrl .in Sp.ction 5-3.2, except thc1t
cotrEction oC .inor df'Jt:iciuncias fdD specifiud in Section 5-3.2J) ace 1Ii'llht in
thE ijppraisal report.
n. Co.pletes t~e DV in thf', SpclCP. Frovided on the back of thE' Surplus
II%cperty Ue~crt ("W~ Porm 261-005) as in~icdtud in tho instructions ther~on.
r. Heturns co.plqto packaq~ to ApFraisal S~ction Superviser through tllu
.Ievi~v Appraisal Sectien :iuFarviEor. Includes IDe exp14illing Inu"ffici~llcy of
^~Frainal uata if h~ sc fJnds.
O.
E.
M.aken machine copy of Surplus Vroperty Uaport tor intori. tilinq.
InputE apprdlsal tuvio~ datd to ROweS on J'MTU (IINY por. 260-U~1).
A.
tho ApFralsal R41v.1ttv Soctlon 5111=or'l1001' (or his (leslgnOll):
1. Ferf.or.s procoduraL clnd/or field roviow ot tho DV'D ,;am1 ~U1lJlortlnq
docuafints en d fpot check bdsJe.
2. Fcrwards all nv's contalninq an 'In~cone.ic remnant (Bee Socticn ~.
J.J12) valued in ..xc<tss of $1,500.00 to the CI.""f 111'Jht of Way A~ont Cer
approval.
J. Upon return of tho approVfd OV'.. {roa tho Chlof Ri~ht of ~dY A'/ont,
or im..diatoly whoro 6UC':h itFPr:cVlIl iN not r....,uh.'f)jl..
d. Routou thl' orlqlnal of ~11 OY'u to the AI'prdi8~1 Section
SUlltlrvLflor.
h. Porwllt'dn Ollf! COIIV of tho DV on d ,,,dur.,Ily-fund,,,l "['OjrtCt to
f "VA.
c. Porwdrda onu copy ot ~ nv ohowinq IIDY '.noconolic {Olllant to tllP
PtOportv ""lIdt,"..'nt Snetien Hupurvinor.
It. Porw,lrlhJ 'W" 1!l).,Jon or thp. nv to till' Diutrtct Ril',ht. or ~I"V
~u.hJrYluflr.
HOTe. Thu 'I'provr,' ov Is Iho 'C<llIloltlll" .'I"nl'o nolo dULhorll,y to
IIUlChdHO t'l,t un.,cello.ie [..nant.
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5tW u I ~W ..q:N:JT'Iot0
DESIGN TRAVERSE "CLPOOP"
, 3/18/88
OAK BAY RD. - FLAGLER fiD, INTERSECTION
EAST JEFFERSON CO. BY ALCOHOL PLANT
JOB il CRP738
PROJ. ENGR.: BOB NESBITT
PREPARED BY: AUBREY PALMER
..---.
-
PAGE
CRS
FRON
TO
DISTANCE
FEET
From 13 (319842.812,1532304.592) To 13 (319842.812,1532304.592)
BASTING
z
:i ~l
~~
~
~g
Uo
(/)w
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(/) u.. .
-0
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!:!:51
002:1
woo
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5.....!
z ~I
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I
CLPOOP
DIRECTION
NORTHING
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
-'
1 13 1200 CENTER = ;2
DELTA 14 23 30.0
CHORD BEARING = S 80 28 18,2 E
2 1200 13 117.693 N
3 13 1201 CENTER = 12
DELTA 14 30 02.2
CHORD BEARING = S 80 25 02.2 E
4 1201 P 123.096 N
5 13 1202 CENTER = 12
DELTA = 16 35 48.6
CHORD BEARING = S '('9 22 09,0 E
6 1202 13 826.943 N
1 13 1203 CENTER = 12
DELTA = 16 43 20,3
CHOHD BEARING = S '(9 18 23,1 E
8 1203 13 833.150 N
9 13 1204 Cr:NTEH = 12
DELTA 18 49 44.1
CHORD BEAHItlG = S '78 15 10.9 E
10 1204 13 931.223 l~
11 13 1205 CENTER 12
DELTA 18 58 18,1
CHORD BEARING = S '(8 10 51\,2 Ii:
12 1205 13 944.258 N
,l'"'
o
o
ROTATION
RADIUS =
ARC
80 28 18.2 W
ROTATION
RADIUS =
ARC
80 25 02.2 W
ROTATION
RADIUS =
ARC =
79 22 09.0 W
ROTATION
RADIUS =
ARC =
'79 18 23.1 W
ROTATION
RADIUS =
ARC =
78 15 10. 9 ~I
ROTATION
RADIUS =
AHC =
'(8 10 54.2 W
CW 379124.016
2864.189 CHORD
119.583 TANGENT
319842,812
= CW 319722.504
2864.189 CHORD
725.030 TANGENT
379842,812
CW 379690,326
2864.189 CHORD
829,842 TANGENT
319842,872
= CW 319688.284
2864,189 CHORD
836.115 TANGENT =
319842.812
= CW 319652,014
2864, '(89 CHORD
941.454 TANGENT =
3798J12.812
= CW 319649.491
2864,789 CHORD
948,585 TANGENT =
319842.13'(2
=
1533012.341
117.693
361.695
1532304.592
=
1533017.555
123.096
364.1162
1532304.592
1533117.293
826.943
417.84'(
1532304.592
1533'123.224
833.150
421.050
1532304.592
=
1533222.131
937.223
415.010
1532304.592
=
1533228.111
944.258
478.014
1 ~32301\. 592
--------------------------------------------------------------------------------
"'-
JEFFERSON COUN~Y DEPT, OF PUBLIC WORKS
Courthouse, Port Townsend, W~, 98368
206 385-3505
C-" 0
-r---w
I"..
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.....---- ililUW"""'-'.......~~
. .
----.-
-
-
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32 X 10
....~aaoiIIM
..
0-
-
o
o
~
DESIGN TRAVERSE "CLPOOP"
3/ Hl/88
OAK BAY RD. - FLAGLER RD. INTERSECTION
EAST JBFFERSON CO. BY ALCOHOL PLANT
JOB 1/ CRP138
PROJ. ENGR.: BOB NESBITT
PREPARED BY: AUBREY PALMER
PAGE 2
CRS
FROM
CLPOOP From 13 (379842.872,1532304.592) To 13 (379842.872,1532304.592)
DISTANCE
FEET
EASTING
z
<( .:.:1
~~
<( ,
Wu
-'0
uo
enw
-'I-
enu..
-0
w>
~t:
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I- 0,
Z t-.J
wwl
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;:)~:
150\
o !::~
Ww
i!= !:!I
,==5:
"zl
~~\
I- ",'
~ ,;
TO
DIRECTION
NORTHING
13 1206
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
BEARING = S
14
1206
15 13 1207
DELTA
CHORD BEARING = S
16
1207
17 13 120ti
DELTA =
CHORD BEARING = S
18
1208
19 13 1209
DELTA =
CHORD BEARING = S
20
1209
:".
o
PBRIMETER = 16481,286
o
CENTER = 12
20 05 15,(\
77 3'7 25.4 E
13
999.250
13
CENTER = 12
20 14 24.9
77 32 50.8 E
1006,759 N
CENTEH = 12
22 22 1 6 . 8
76 28 54.8 E
13
1111.475
CENTl::R =
22 32 32.2
76 23 W{. 2 E
1119.858
13
ROTATION
RADIUS =
ARC
CW 379628.714
2864.789 CHORD
1004.386 TANGENT
N 77 37 25.4 W
379842.872
ROTATION
RADIUS =
ARC
CW 379625.796
2864.789 CHORD
1012.013 TA~GENT =
77 32 50.8 W
379842,.872.
ROTATION
RADIUS =
ARC
CW 379583.077
2864.789 CHORD =
1118.567 TANGENT =
N 76 28 54.8 W
379842.872
12
= CW 379579.494
2864,789 CHORD
1127,114 TANGENT
ROTATION
RADIUS =
ARC =
N 76 23 47,2 \~
379842.872
245161.702 SQUARE FEET.
CLUSURE EHROR = .000
5.6281 ACRBS
AREA =
=
1533280.561
999.250
507.401
1532304.592
1533287.607
1006.759
511.335
1532304.592
1533385.210
1111.475
566.499
1532304.592
1533392.968
1119.858
570.941
1532304.592
-------_._------------------------~----------------------------------------------
JEFF~RSON COUNTY DEPT. OF PUBLIC WORKS
CourthouBe, Port Townsend, Wa, 9ij36B
206 :Jf.l5-3505
Illi~
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'-J!,l'r,{ .) 'E v.) Abl..'TlorJ .'1
DESIGN TRAVERSE "CLPOOP" ~
3/18/88 JOB il CRP738
OAK BAY RD. - FLAGLER RD. INTERSECTION PROJ. ENGR. : BOB NESBITT I
EAST JEFFERSON CO. BY ALCOHOL PLANT PREPARF.D BY: AUBREY PALMER
--------------------------------------------------------------------------------
CLPOOP From 24 (379787,840,1532758.617) To 24 (379787.840,1532758.617)
DISTANCE 1
CRS FROM TO FEET DIRECTION NORTHING EAST LNG I
================================================================================ I
1 24 1181 36.979 N 52 48 18.6 E 379810.193 1532788.072 j
2 1181 24 36.979 S 52 48 :8.6 W 379787.840 1532758.617 I
3 24 1210 101.194 N 52 48 18.6 E 379849.011 1532839.222
4 1210 24 101.194 S 52 48 18.6 W 379787.840 1532758.617
5 24 1211 107.484 N 52 48 18.6 E 379852.813 1532844.232 I
6 1211 24 107.484 S 52 48 18,6 w 379787.840 1532758.617
7 24 1212 111.342 N 52 48 18.6 E 379855.145 1532847.304 I
i.l 1212 24 11 '1.342 S 52 48 18.6 w 379787.840 1532758.617
9 24 1213 139.211 N 52 48 18.6 F. 3"{9871 ,992 1532869.504 I
10 1213 24 139.211 S 52 48 18.6 w 379787.840 1532758.617
11 24 1214 147.540 N 52 48 18.6 E 379877.026 1532876.138
12 1214 24 147,540 S 52 48 18.6 W 379787.840 1532758.617
13 24 1215 175,090 N 52 48 18,6 E 379893.680 1532898.082
14 1215 24 175.090 S 52 48 18.6 w 379787.840 1532758.617
15 24 1216 271,482 N 52 48 18.6 E 379951.948 1532974.862
16 1216 24 271,482 S 52 48 18.6 W 379787.840 1532758.617
;7 24 1217 303.343 N 52 48 18.6 E 379971.207 1533000.240
18 1217 24 303,343 S 52 48 18,6 W 379787.840 1532758.61'(
19 24 1218 347.602 N 52 48 18.6 E 379997.962 1533035.494
20 1218 24 347,602 S 52 48 18.6 W 379787.840 1532758.617
21 24 1219 375,028 N 52 48 18.6 E 380014.541 1533057.340
22 1219 24 3'{5,028 S 52 48 18.6 w 379787.840 1532758.617
23 24 1220 3i.l7,794 N 52 48 18.6 c: 380022.258 1533067.509 I
24 1220 24 387.794 S 52 48 18.6 W 379787.840 1532758.617
25 24 1221 426,689 N 52 48 18.6 E 380045,769 1533098.490
26 1221 24 426,689 S 52 48 18.6 W 379787.840 1532758.617
27 24 1222 436,496 N 52 48 18.6 E 380051.698 1533106.302 II
28 1222 24 1136,1196 S 52 48 18.6 W 379'{87,840 1532758.617
29 24 1223 546,608 N 52 48 1:3.6 ,,; 380118.259 1533194.010 i
;
30 1223 24 546.608 S 52 48 18.6 w 37978'(.840 1532758.617 !
~ 31 24 1224 5'(8,484 N 52 48 18.6 E 380137.528 1533219.400
,.,.. 32 1224 24 578.484 S 52 48 18,6 W 379787.840 1532758.617
33 24 1225 675,020 N 52 4d 18.6 E 380195,883 1533296.295
34 1225 24 675,020 S 52 48 1B.6 w 37978'{ .840 1532158.617
0 35 24 1226 688,564 N 52 48 W.6 E 380204.070 1533307.083
36 1226 2J~ 68il. 564 S 52 48 18.6 W 379787.840 1532758.617
37 24 1227 713,972 N 52 48 18.6 l:: 380219.429 1533327.322
38 1227 24 '{ 13.972 S 52 48 18.6 W 379787.840 1532758,617
PEIUI4ETER = 13139,061 CLOSURE EIlROR = .000 I
0 0 0
AHEA = 0.000 SQUARE FEET , 0.0000 ACRES
--------------------------------------------------------------------------------
JEPl"I::HSON COUNTY DEP'I', 0[0' PUBLIC WORKS
Courthou se, Port Townsend, Wa, 98368
206 385-3505
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JOB 1/ CRP738
PROJ. ENGR.: BOB NESBITT
PREPARED BY: AUBREY PALMER
DESIGN TRAVERSE "CLPOOP"
3/17/38
OAK BAY RD. - FLAGLER RD. INTERSECTION
EAST JEFFERSON CO. BY ALCOHOL PLANT
PAGE
CLPOOP From 13 (379842,072,1532304.592) To 13 (379842.872,1532304.592)
DISTANCE
FEET
l'1
~ -I
J: I-~
I-ffi
a:
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!::b
Z
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f= ~I
01
z';
CRS
r'ROl~
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
1 13 1166
ELTA
CHORD BEARING = S
2
1166
3 13 1167
DELTA
CHORD BEARING = S
4
1167
5 13 1168
DELTA
CHORD BEARING = S
6
1168
7 13 1175
DELTA =
CHORD B~ARING = S
B
1175
'\
J
.',..'
o
PEHIMETER = 345,729
o
TO
13
CENTER = 12
o 28 45.2
87 25 40.7 E
23.961 N
13
CENTER =
o 28 26,4
87 25 50.0 E
23.700 N
CENTER = 12
1 15 05.9
87 02 30.3 E
13
62.581
13
CENTER = 12
1 15 09.6
87 02 28,5 E
62.631 N
15,064 SQUARE FEET,
CLOSURE EHROR =
AREA =
DIRECTION
NORTHING
EASTING
=
1532328.527
23.961
11.980
1532304.592
1532328.267
23.700
11.850
1532304.592
1532367.085
62.581
31.292
1532304.592
1532367.136
62.631
31.318
1532304.592
ROTATION
RADIUS =
ARC
CW 379841.796
2864.789 CHORD
23.961 TANGENT
379842.872
-------------------------------------------------------------------------..------
87 25 40.7 W
12
= CW 379841.809
2864.789 CHORD
23.701 TANGENT
ROTATION
RADIUS =
ARC =
87 25 50.0 W 379842.872
ROTATION CW 379839.642
RADIUS = 2864.789 CHORD =
ARC 62.582 TANGENT
N 87 02 30.3 W
379842.872
ROTATION
RADIUS =
ARC =
= CW 379839.639
2864.789 CHORD
62.633 TANGENT =
379342.872
87 02 28.5 W
.000
0.0003 ACRES
JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
Courthouse, Port Townsend, Wa. 98368
206 385- 3505
c---o - - --
-
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(0IJS'J,/..Ll:: AND 'Bill' U,E:w Ifbl:>llIO.J
JOB /1 CRP738
PROJ. ENGR.: BOB NESBITT
PREPARED BY: AUBREY PALMER
DESIGN TRAVERSE "CLPOOP"
3117/dCl
OAK BAY RD, - FLAGLER RD. INTERSECTION
EAST JEFFERSON CO. BY ALCOHOL PLANT
-
PAGE 1
"",'
--------------------------------------------------------------------------------
CLPOOP From 13 (379842.872,1532304.592) To 13 (379842.872,1532304.592)
DISTANCE
FEET
FROM
TO
DIRECTION
NORTHING
EASTING
13 1182
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
BEARING = S
-'I-
Ulu..
-0
:4~
~:::;
u..<(
~~~..
1-%1
ZI-
;:~
:z ,
:4 ~I
=:Ie:;,
g~
O!::II
ww
:I:u
::;: f=1
_.0,
"ZI
wen
~~I
~.!
\',
I
2
1182
3 13 1183
DELTA
CHORD BEARING = S
4
1183
5 13 1184
DELTA
CHORD BEARING = S
6
1184
7 13 1185
DELTA =
CHORD BEARING = S
CI
1185
9 13 1106
DELTA
CHORD BEARING = S
10
1186
J
11 13 11<37
DELTA =
CHORD BEARING = S
,roo'
o
12
1187
o
=
CENTER = '12
1 21 28.8
86 59 18.9 E
ROTATION
RADIUS -
ARC =
N 86 59 18.9 w
ROTATION
RADIUS =
ARC =
N 86 22 55,3 W
12
ROTATION
RADIUS =
ARC =
CW 379839.305
2864.789 CHORD
67.900 TANGENT
379842.872
CW 379834.761
2864.789 CHORD =
128.554 TANGENT
379842.872
= CW 379834.718
2864.789 CHORD =
129.050 TANGENT =
86 22 37,5 W 379842.872
ROTATION CW 379803.913
RADIUS = 2864.789 CHORD =
ARC = 370.618 TANGENT
83 57 41,0 W 379842.872
ROTATION
RADIUS =
ARC =
=
1532372.392
67.898
33.951
1532304.592
1532432.870
128.543
64.288
1532304.592
1532433.365
129.039
64.536
1532304.592
1532672.874
370.360
185.568
1532304.592
1532675.843
3'73.366
187.081
1532304.592
1532733.266
431.606
216.418
1532304.592
13
6-(,898
83 55 52,5 W
12
ROTATION
HADIUS =
ARC =
= CW 379803.401
2864.789 CHORD
373.631 TANGENT =
379842.872
= CW 379792.874
2864.789 CHORD =
432.015 TANGENT =
379842.872
--------------------------------------------------------------------------------
CENTER = 12
2 34 15.9
C16 22 55. 3 E
13
128.543
CENTER =
2 34 51.6
86 22 37.5 E
129.039 N
N 83 20 50.7 W
JgFFEHSON COUNTY DEPT, OF PUBLIC WORKS
Courthouse, Port Townsend, Wa. 98368
206 385-3505
LO
~ ...--
13
13
CENTEH = 12
., 24 44.5
83 57 41.0 E
370.360 N
CENTER = 12
7 28 21.4
&3 55 ;;2.5 E
13
373,366 N
13
CENTER =
8 38 25.1
83 20 50.7 E
431.606
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PAGE 2
DESIGN TRAVERSE "CLPOOP"
3/17/88 JOB Ii CRP738
OAK BAY RD. - FLAGLER RD. INTERSECTION PROJ. ENGR. : BOB NESBITT
EAST JEFFERSON CO. BY ALCOHOL PLANT PREPARED BY: AUBREY PALMER
--------------------------------------------------------------------------------
CLPOOP From 13 (379842.872,1532304.592) To 13 (379842.872,1532304.592)
Z
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I-ffi CRS FROM TO FEET DIRECTION NORTHING EASTING
~::E ----~._--------------------------------------------------------------------------
--------------------------------------------------..--------------------~--------
Wu 13 13 1188 CENTER = 12 ROTATION CW 379792.213 1532736.662
-'0
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.~ CHORD BEARING = S 83 18 46,1 E ARC 435.475 TANGENT 218.158
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enu.. 14 1188 13 435.056 N 83 18 46.1 W 379842.872 1532304.592
-0'
~~ 15 13 1189 CENTER 12 ROTATION CW 379775.450 1532816.501
~:i =
u..< DELTA = 10 20 28.5 RADIUS = 2864.789 CHORD = 516.361
!!l~'" CHORD BEARING = S 82 29 49,0 E ARC = 517.063 TANGENT = 259.235
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I- ~1 16 1189 13 516,361 N 82 29 49.0 W 379842.872 1532304.592
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1-, 17 13 1190 CENTER = 12 ROTATION = CW 379735.474 1532973.409
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BiA CHORD BEARING = S 80 52 38,7 E ARC = 679.015 TANGENT = 341.106
g !;~ 18 1190 13 677.427 N 80 52 38.7 W 379842.872 1532304.592
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wenl CHORD BEARING = S 80 47 51.9 E ARC 686.982 TANGENT = 345.147
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, 21 13 1192 CENTER = 12 ROTATION = CW 379717.586 1533033.638
DELTA = 14 50 13.1 RADIUS = 2864.789 CHORD = 739.777
CHORD E'EARING = S 80 14 56.7 E ARC = 741 .848 TANGENT = 373.011
22 1192 13 739,777 N 80 14 56,7 W 379842.872 1532304.592
23 13 1193 CEN'fER = 12 ROTATION = CW 3'79715.009 1533041.936
,r' DELTA = 15 00 38,8 RADIUS = 2864.789 CHORD = '748.394
CHORD BEARING = S 80 09 43,9 E ARC = 750.538 TANGENT = 377.430
0 24 1193 13 748.394 N 80 09 43.9 w 379842.i:l72 1532304.592
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--------------------------------------------------------------------------------
JEFFERSON COUNTY DEPT, or PUBLIC WORKS
Courthouuc, Port Townnend, Wo. 9836U
206 385-3505
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PAGE 3
DESIGN TRAVERSE "CLPOOP"
3/17/88 JOB II CRP738
OAK BAY RD. - FLAGLER RD. INTERSECTION PROJ. ENGR. : BOB NESBITT
EAST JEFFERSON CO. BY ALCOHOL PLANT PREPARED BY: AUBREY PALMER
--------------------------------------------------------------------------------
".,.. CLPOOP From 13 (379842.872,1532304.592) To 13 (379842.872,1532304,592)
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J:f- DISTANCE
~m CRS FROM TO FEET DIRECTION NORTHING EASTING
<( ================================================================================
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-'0 25 13 1194 CENTER = 12 ROTATION CW 379641.406 1533249.277
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enw DELTA 19 24 44.9 RADIUS = 2864.789 CHORD 965.987
-' 1-1 CHORD BEARING = S 77 57 40.8 E ARC 970.623 TANGENT 490.008
enu.. 26 965.987
-0 1194 13 N 77 57 40.8 w 379842.872 1532304,592 i
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u..<( DELTA = 19 38 25.5 RADIUS = 2864.'(89 CHORD 9n.220
en:> i
-c CHORD BEARING = S 77 50 50.5 E ARC 982,020 TANGENT 495.875
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~~ 28 379842.872 1532304.592 I
1195 13 977.220 N 77 50 50.5 W i
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:E ~I 29 13 1196 CENTER = 12 ROTATION CW 379616,657 1533309,339 I
::l c:;\ DELTA = 20 42 42.5 nADIUS = 2864.'(89 CHORD = 1029.960 1
uvjl CHORD BEARING = S 77 18 42.0 E ARC 1035.590 TANGENT = 523.508 I
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Z 32 1197 13 11 22.9 W ',~
I 33 13 1198 CENTER 12 ROTATION 379568.265 1533416.896 ,
= = CW :t
DELTA = 23 04 15.4 RADIUS = 2864. '( 89 CHORD = 1145.770
CHonD BEARING = S 76 07 55.6 E Anc 1153.547 TANGENT = 584,695 ..~
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35 13 1199 CIi:N'l'ER = 12 ROTATION = CW 379565.265 1533423,194 ,'~
.l'" DELTA 23 12 3'(.6 RADIUS 2864.789 CHORD 1152.604 ii
= = =
CHORD BEARING = S 76 03 44. 'I E ARC = 1160,523 TANGENT = 588.329 ('~
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0 36 1199 13 1152,6011 N '(6 03 44.4 w 3'798Ij2,8'(2 1532304.592 .';
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PERIMETER = 232'(!L044 CLOSURE EllHOR = ,000 I
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AREA = 263016.833 SQUARE fE~~T , 6.0380 AcnES
--------------------------------------------------------------------------------
JEF'FEl1S0N COUNTY DEPT, OF' PUBLIC WORKS
Courthouse, Port Townsend, Wa. 9l:!368
206 385-3505
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DESIGN TRAVERSE "CLPOOP"
3/17 188
OAK BAY RD, - FLAGLER RD. INTERSECTION
EAST JEFFERSON CO. BY ALCOHOL PLANT
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JOB if CRP738
PROJ. ENGR.: BOB NESBITT
PREPARED BY: AUBREY PALMER
PAGE 1
~~, "J
CLPOOP
From 13 (379842.872,1532304.592) To 13 (379842.872,1532304.592)
DISTANCE
FEET
TO
DIRECTION
NORTHING
EASTING
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1 13 1170 CENTER = 12 ROTATION = C~I 379835.373 1532425.626
DELTA 2 25 32.4 RADIUS = 2864.789 CHORD 121.274
CHORD BEARING = S 86 27 17.1 E ARC = 121.283 TANGENT 60.650
2 1170 13 121.271~ N 86 27 17 .1 W 379842.872 1532304.592
3 13 1169 CENTER = 12 ROTATION CW 379835.411 1532425.165
DELTA 2 24 59.1 RADIUS = 2864.789 CHORD 120.812
CHORD BEARING = S 86 27 33.7 E ARC = 120.821 TANGENT = 60.419
4 1169 13 120.812 N 86 27 33. '{ w 379842.872 1532304.592
5 13 1172 CENTER = 12 ROTATION = CW 379831.823 1532464.987
DELTA 3 12 58.1 RADIUS = 2864,789 CHORD = 160.786
CHORD BEARING = tl l:l6 03 34,2 E ARC = 160.807 TANGENT = 80.424
6 1172 13 160,786 N 86 03 34,2 w 3'79842.872 1532304.592
7 13 1171 CENTER = 12 ROTATION = CW 379831.942 1532463.75'7
DEl.TA = 3 11 29.1 RADIUS = 2864.789 CHORD = 159.550
CHORD BEARING = S 86 04 18.7 E ARC = 159.571 TANGENT = 79.806
8 1171 13 159.550 N 86 04 18.7 W 379842.872 1532304.592
9 13 1174 CENTI::R = 12 ROTATION = CW 379822.994 1532544.358
DELTA = 4 48 48.6 BADIUS = 2864.789 CHORD = 240.604
CIIORD BEABING = S 85 15 39.0 E ARC = 2L10.675 TANGENT 120.408
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11 13 11 '( 3 CENTER = 12 BOTATION CW 379823,241 1532542.381 '.
DELTA = 4 46 25,1 RADIUS = 2864.789 CHORD = 238.613
CHORD BEARING = S 85 16 50.7 E ARC = 238.682 TANGENT = 119.410 ~'
11'13 13 238.613 N 85 16 50.7 w 379842.872 1532304.592 }:
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,J EFFEIlSON COUNTY DI:~P1' . OF PUBl.IC WOIlKS
Courthouse, POl't Townsend, Wa. 983611
206 385-3505
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PAGE 2
DESIGN TRAVERSE "CLPOOP"
3/17188 JOB it CRP738
OAK BAY RD. - FLAGLER RD. INTERSECTION PROJ. ENGR. : BOB NESBITT
EAST JEFFERSON CO. BY ALCOHOL PLANT PREPARED BY: AUBREY PAL11ER
--------------------------------------------------------------------------------
CLPOOP From 13 (379842.872,1532304.592) To 13 (379842.872,1532304.592)
DISTANCE
CRS FROM TO FEET DIRECTION NORTHING BASTING
--------------------------------------------------------------------------------
--------------------------------------------------------------------------------
13 96 CENTER = 12 ROTATION CW 379813.856 1532610,916
6 09 26.1 RADIUS = 2864.789 CHORD 307.715
BEARING = S 84 35 20.2 E ARC 307.863 TANGENT 154.080
14 96 13 307,715 N 84 35 20.2 W 379842.872 1532304.592
15 13 1176 CENTER = 12 ROTATION CW 379805.858 1532661.405
DELTA = 7 10 46.9 RADIUS = 2864.789 CHORD = 358.749
CHORD BEARING = S 84 04 39.8 E ARC 358.984 TANGENT 179.727
16 1176 13 358,749 N 84 04 39.8 W 3'f9842.872 1532304.592
1'( 13 1177 CENTER = 12 ROTATION = CW 379805.623 1532662.804
DELTA = 7 12 29.0 RADIUS = 2864.789 CHORD = 360,165
CHORD BEARING = S 84 03 48.7 E ARC 360.403 TANGENT = 180.440
18 1177 13 360.165 N 84 03 48.7 w 379842.872 1532304.592
19 13 1178 CENTER = 12 ROTATION = CW 379'(95,386 1532720.145
DELTA = 8 22 23.2 RADIUS = 2864.789 CHORD = 418.283
CHORD BEAHING = S 83 28 51.7 E ARC 418.655 TANGENT = 209.701
20 1178 13 418,283 N 83 28 51.7 w 379842.872 1532304.592
21 13 11'(9 CI::NTER = 12 ROTATION = CW 379'(95.217 1532721.034
DELTA = 8 23 2!:l. 4 RADIUS = 2864.789 CHORD = 419.186
CHORD BEARING = S 83 28 19 . 1 E ARC = 419.561 TANGENT = 210,156
22 1179 13 419. 186 N 83 28 19,1 W 379842.87? 1532304,592
23 13 1HlO CENTER = 12 ROTAT ION = CW 379789.888 1532'(118.447
DELTA = 8 56 59.2 RADIUS = 2864.789 CHORD = 44".034
CHORD BEARING = S 83 11 33.'( Ii: ARC = 44'(.488 TANGENT = 224.200
24 1180 13 447.034 N 83 11 33.7 W 379842.872 1532304.592
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JEFFERSON COUNTY DEPT. OF PU~LIC WORKS
Courthouse, Port Townsond, Wa, 98368
206 385-3505
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DESIGN TRAVERSE "CLPOOP"
3/18/88
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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CLPOOP From 13 (379842,872,1532304.592) To 13 (379842.872,1532304.592)
DISTANCE
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= cw 379562.833
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1158.117
591,263
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JEFFERSON COUNTY DEPT. OF PUBLIC WORKS
CourthouDO, Port Townsend, Wa, 98368
206 38!3-3505
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NEIGHBORHOOD DATA:
The subject neighborhood Is part of the unincorporated community of Hadlock, which with
the communities of Chlmacum and Irondale form the area of Jefferson County known as
the TrI-area.
The area. maintained its predominantly rural character until the 1970's. During that decade
the TrI-area became one of the fastest growing parts of Jefferson County with a population
growth rate of 7% as compared to 4% county wide. In 1980, the most recent year for which
statistics are available, an estima~ed 2,380 persons resided in this area.
Next to Port Townsend, the Tn-area has a greater concentration of commercial activity
than anywhere else in Jefferson County, The major foci of this growth have been the SR
20 corridor from Chimacum northward to Port Townsend, and Hadlock proper, For a
time in the late 1970's it appeared that Hadlock, midway between Chimacum and Irondale
and at the crossroads to Indian Island, would emerge as the commercial core of the TrI-
area. Radiating from the intersection of Oak Bay and Chimacum Roads, several new
commercial buildings were built in Hadlock during these years, They included a remodeled
and enlarged Reed's Grocery Store on the northwest comer, Kivley Center, a two-building
multi-tenant retail/oroce complex on Oak Bay Road east of the intersection, and a branch
of Seafirst Bank at the southeast comer, Addltional commercial construction continued in
all directions, most noticeable toward the west and south, where the local branch' of the
post office is located. But since this period of growth, new commercial construction has
been rare in the Hadlock area and is limited to a new Jackpot convemence store with
gasoline service at the southwest comer of the main intersection,
During the period of strong growth in ~e 1970's, Hadlock was being projected as the
commercial cote of the 'Cd-area. Anticipated population increase caused the City of Port
Townsend to extend water lines to the Tri-area, and studies were made on the feasibility
of building a sewer system to serve a portion of the Hadlock area. Although the sewer
plan was abandoned because of high costs, Jefferson County continued to see Hadlock as
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the emerging commercial center for the Tri-area and designated it as such in its com-
prehensive plan.
The 1980's have been a period of retrenchment for the Hadlock area. Indian Island never
had the impact originally anticipated, and the economic downturn of the early 1980's
coupled with the two-year period when the Hood Canal Bridge was being rebuilt, ushered
in several years of stagnation. Renewed county-wide growth has been a mixed blessing.
since most new construction has occurred along SR 20 and even in areas such as Port
Ludlow that formerly depended on Hadlock a.o; its nearest shopping center. The future
outlook for the local Hadlock area is for slow commercial growth to supply the needs of
a limited residential area.
The immediate subject neighborhood is the Villa Marina Lodge (the Old Alcohol Plant)
approximately one mile east of Hadlock's commercial center. The lodge is a resort hotel
and restaurant housed in an old:alcohol plant, built in 1910 and in the process of major
remodeling into its present form. Even in its unfinished state, the lodge is operating with
twelve rooms. a 2,500 sf lounge and restaurant, and an 1,800 sf banquet room. When
completed according to plans, the resort will consist of a twenty-five room hotel (including
three townhouse and one penthouse units). a full dining restaurant, full lounge, tennis
courts, swimming and indoor lap pools, two spas, a sauna, and a number of upstairs
conference rooms, Besides the resort, the property currently has a 99 sUp marina built
behind a 500' long breakwater. The state-of-the-art marina has concrete floats and full
utilities to each slip, and the developer has permits to expand the facility by another 44
slips.
The lodge has been in operation for only a year and the restaurant for little more than a
year. When completed, the old Alcohol Plant will attract visitors from all over Poget
Sound and beyond, and will become a sl~cant addltlon to Jefferson County's growing
tourism sector.
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Residential development in the immediate subject neighborhood is limited to a few mobile
homes and older houses. The neighborhood has grown at a lesser rate than other areas
primarily due to a good supply of available land in better located areas and with utilities
available,
In conclusion, the subject neighborhood should continue to grow at a slow rate until
demand is great enough to expand residential development into the subject neighborhood,
which is not expected to happen in the foreseeable future.
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COMPARABLE LAND SALES
Oak Bay /Flagler Road Project
Jefferson County, WA
October 13, 1988
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MARKET DATA
ADoRms 01\ Loc..1ION: Northeast comer of Moutgomery Road and CoWlty Road No. 18, Haclloclc, WashiDgton
Puoroa..un &; I'lor Pwt SI<8I'CH ) a. Ac:cesa: Blacktop
b. Present Use: Vacant &. Unimproved
Co H. &. B. Use: RcaideDtial
d. Zoning: RcaidcDtial
c. Dimcm!ons: Irregular
f. Area: :t 11,004 at
g. Sale Date:, 6/3{)/86
h. Price: SS,OOO
L lDalrUment: SWD
j. Terms: See Below
It. E. Tax No~ 52940
L Grantor: Herbert Miller et we
m. Gnwtcc: Fred M. Miller et we
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(4) Laa.u. Deoaurnot.:
Lola 10 thru 12 inclusive, Bloclc 4, Supplemental Plat of the Town of Harrisburg, as rerorded in Volume 1 of Plats, Page 21,
records of JefferllOn County, Washington; EXCEPT County Road No. 18 right of way.
(S) PROI'BRl'Y Dasaurnot.:
Thc property is a :t 11,004 sf trapezoidal abaped platted site located at the northeast comcr oC Montgomery Street and County
Road No. 18 in Haclloclc. The partially trced and level site has frontagc along CR#I8, although access is at the property's
southern boundary via a vcry short distant gravcl road. Public utilities available to the site include power, telephone, and water
service. Waste disposal would be by an individual on-sitc septic tank and drainfield.
F"mancing terms were S900 down and the balance finance by the seDer on a Note and Deed of Trust.
(6) AH.u......:
a. Extraction Data
TOTAL VALUE
UNIT VALUE
Land: (give area or front feet Cor each type)
11.004 sf
Improvemcnts: (give type and area of each)
None
$
5,000
$
a.45/sf
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$
Land lmprovementa: (itemize)
None
$
$
5,000
$
Total Sale Price
(7) CoNPAltAlMI AH.u.ms:
See Individual Reports
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J, Randolph Mosher/Ron Molt, Appralacr
ProJcct Co. No, .cROlJa
Comparable Sale No, ..l.
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AooIUIss OR Loc..1IOH: North &. south side of Oak Bay Road, :t485' east of Flagler, JefferllOn County, Washington
PHarool\Al'H &: PLor I'LAH SDI'CH ) a. Acxcss: Blacktop
----- -----------. b. Prescnt Use: Vacant &. Unimproved
Co _ H. &: B. Usc: Rcaidcntial
d. ZoniDg: Residential
o. Dimeasioas: Irregular
f. Area: :t26,963 sf
g. Sale Date: ' 12/16/1?i3
h. Price: $6,soo
L lnatrumeat: SWD
j. Terms: Cash
Ie. E. Tax No~ 48744
L Grantor: Bull Gaze et 1Jl(
m. Grantee: John R. Hansen et 1Jl(
n. Confirmed with (names/dates)
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Taken By: Ronald Molt
Dale 10/3/88
(4) Laa.u. DIlSCRIPt1OH:
l-ot 13, Bloclc 7, and Lots 11 thru 16 inclusive, Bloclc 8, Bay View Addition to Haclloclc" as per Plat realrded in Volume 2 of
Plats, Page 47, records of Jefferson County, WA, Except the Hadloclc-Oak Bay CoWlty Road right of way.
(5) Pao'l!KI'Y DIISCIUI11ON:
Tbe salc is two irregular shaped parcels consisting of 26,963 sf and fronting on both sides of Oak Bay Road east of Flagler Road.
All but 1,873 sf lie a10ag the north side of Oak Bay Road. Tbe parcels lie 3' to 4' above road grade and are generally level and
wooded. Public utilities available to the site include overhead power and underground telephone service. At its closest point,
public water is located :1:420 west at the interscction of Oak Bay Road and North Old FlagIcr Road. Sewer service is not available
outside of thc Port TOWDSCnd City Limits and waste disposal will require an individual on-site septic taok and drainfield.
(6) ANALysIS:
a. Extraction Data
TOTAL VALUE
UNIT VALUE
Ll!nd: (give area or front feet for each type)
26,963 sf
Improvements: (give type and area of each)
None
$
$
6,soo
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$
$
Land Improvemcnts: (itemize)
None
$
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$
Total Sale Price
6,soo
(1) Co""ARA1IVB ANAL.....:
See Individual Reports
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MARKBTDATA
ADntwss "" LocA1ION: South aide Oak Bay Road, 290' east of Flagler Road, Jefferson CoWlty, Washington
I'Hc:m:xHu.nr & Purr PlAN SJ<BI'C1f ~) a. Ac:ceaa: Blacktop
, i b. Prescnt Use: Vacant & Unimproved
l c. H. & B. Use: Residential
I d. Zoning: Rcaidential
e. Dimension.!: Irregular
f. Area: :t2O,835 at
I' g. Sale Date: . 10/17/83
h. Pnce: $6,2S0
I L lDatrument: SWD
j. Terms: Cash
I It. E. Tax No.: 48468
,L Gnwtor: Charlotte Clark
I m. Grantee: John R. Hansen, et OX
" II. Confirmed with (names/dates)
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Lots 3 thru 7 inclusive, Bloclc 7, Bay View Addition to Haclloclc, as per Plat recorded in Volume 2 of Plats, Page 47, records of
Jefferson County, WA, Except County Road Right of Way.
(5) l'Rormm- DIlSCIUPI1ON:
1bis is a trapezoidal shaped parcel located On the south side of Oak Bay Road, :1:290' east of Flagler Road in Hadlock, Jefferson
County. The :t2O,835 sf parcel is bordered on the west and IIOUth by the undeveloped dedicated right of ways of White and
Chestnut Streets. The tract sits 3' to S' above road grade and lies generolly even with a slight upward slope to the suuth;
Public: utilities available include overhead power and underground telephone service. Public water is located roughly 300' west
at the intersection of Oak Bay Road and Nortb Old Flagler Road. No sewer service is available and an on-site septic tank and
drainfield would be necessary. The wooded parcel is adjacent to Sale No. 2, and is part of an assemblage by the purchaser for
a septic drainfield for his nearby resort lodge and marina. The parcel is now improved with a large septic drainfield.
(6) ANALysIS:
a. Elltraction Data
TOTAL VALUE
UNIT VALUE
Land: (give area or front feet for each type)
20,835 at
Improvements: (give type and area of each)
None
;1
$
6,250
$
3O/sf
Of"~
$
$
Land Improvements: (itemize)
None
'?
$
$
$
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Total Sale Price
6,250
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(7) eo...ARA1IVB ANALysIS:
See Individual Reports
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MARKET DATA
OORESS OR Loc:..1KIH: South side of Eugezw Street, 2SO'east of 7th Avcnue, Jefferaon County, Washington
PuorooRAPH & Pwr l'uM SI<Bl'CH ) a. Access: Blacktop
b. Prescnt Use: Vacant & Unimproved
Co H. &. B. Use: Residential
d. Zoning: Rcaidential
e. Dimensions: 125' x 100'
f. Area: u.soo at
g. Sale Date:. 1/Zl/B7
h. Price: $6,000
L Instrument: SWD
j. Terms: Cash
It. E. Tax No.: 53980
L Grantor: Thomas M. McAndrew
m. Grantee: Don E. Nicholas, et \IX
D. Confirmed with (names/dates)
OrAntn1" I Oct 11 1QAA
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Taken By: R.onald Mott
Date~
(4) Loa.u. DssaumoN:
Lola 10 thru 14 inclusive, Bloclc 2, lrondale Division No. 2, as per Plat realrded in Volume 2, Page 129, records of Jefferson
County, Washington.
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(5) l'ROfBRI'Y DssaumoN:
Tbis platted site is located on the IIOUth side of Eugene Street, 2SO' east of 7th Avcnue in lrondale, Jefferson County. The
rectaugular shaped platted parccllies generally level, is cleared of all trees, and is covered with a thick growth of grass and weeds.
Public utilities available include power, telephone, and water service. Waste disposal will require an individual on-site septic tank
and drainfield.
(6) AH.u.YIlS:
a. Extraction Date
TOTAL VALUE
UNIT VALUE
Land: (give area or front feet for each type)
l2,SOO sf
s
$
.48/at
6,000
Improvements: (give type and area of each)
None
Land Improvcmenta: (itemize)
None
s
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Total Sale Price
6,000
(7) eo...ARAmID A>w.vsu:
See Individual Reports
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ProJect Co. No, mlI1J8
Comparable Sale No, ~
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(1) Aoouss 01\ l.ocA'I1OH: North side of KIncald Street, 12S' weal of 7th, Jeffenon CoWlty, Washington
,. E)._ .___~~_&_~.~ Sarcu ~ :::; Use: ~~:~ UDimp.
. ' Co H. &. B. Use: RealcJentlaI
d. Zoning: Realclential
c. Dlmcll&ioas: 150' x 100'
f. Area: 15,000 at
g. Sale Date: . 6/2/88
h. Price: $7,000
i. instrument: SWD
j. Terms: Cash
It. E. Tax No.: 56670
L Grantor: Sylvia Blair
m. Grantee: J.R. Nalden, et \IX
D. Confirmed with (namea/dstesl
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Taken By: -BmYl!!lMmL
Date .1!!/.uBll
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(4) Locw. DIISCIUPI1OH:
Lola 38 thru 43 inclusive, Bioclc 51, Irondale Division No. 2, according to plat recorded in Volume 2 of Plats, Page 129, records
of Jeffcrson County, W8!lhingtOD.
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(5) PROfI!RIY DB!CIUPI1ON:
The sale is located ou thc north side of Kincaid Street, l2S' weat of 7th Avenue in Irondale, Jefferson County. From road grade,
the platted sile dopes slightly upWRrd to the north and is cleared of most trees. Ground cover consists primarily of low lying
brush. Public utilities awllable to scrve the site ia'clude power, telephonc service and water. No scwer service is availablc outside
of the Port Townsend City Limits, and waste disposal will require an individual on-sltc septic tank and drainfield.
(6) Alw.YIlS:
a. Extraction Data
TOTAL VALUE
UNIT VALUE
Land: (give area or front feet for each type)
15,000 sf
Improvements: (give type and area of each)
None
$
7,000
s
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Land Improvements: (itcmize;)
None
Total Sale Price
$
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7,000
(7) eo...'ARATIVB ANALYSIS:
Sce Individual Reports
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ProJect Co. No. .cRIl:1JS
Comparable Sale No. .1.
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MARKET DATA
Aootum OR l.ocA'I1ON: North aide of Maude Street, 300' west of 8th Street, Jefl'enon CoWlly, Washington
I'HorcoR.vH &. I'IDT PuN SIlIII'OI a. Acc:css: Blacktop
b. Present Use: Vacant &. UDimp.
Co H. &. B. Use: Rcaidentlal
d. Zoning: Rcaidentla1
e, DlJDeasioll8: 100' l[ 100'
t Area: 10,000 sf
g. Sale Date: . 3/16/88
h. Price: SS,soo
L lDatrument: SWD
j. Terms: Cash
k. E. Tax No.: 56247
L Grantor: Steven O. TYner
m. Grantee: D. Abercrombie, et \IX
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(4) Locw. DIlSCIUPltON:
Lots 33, 34, 3S and 36, Block 67, Irondale, aCCXIrding to the plat recorded in Volume 2 of Plats, Page 129, records of Jefferson
CoWlly, Washington.
(5) PROr1IRlY DBSCRIPJ1ON:
The parcel is a square-shaped platted site with 100' of frontage on the north side of Maude Street west of 8th Street, in Irondale,
Jefferson County. The partlally wooded aite lies at road grade and slopes slightly upward to the north, and is now Improved with
a single wide mobile home. Public utilities available include power, telephone, and water. Waste disposal is by an individual on-
site septic system and drainlield.
TOTAL VALUE
(6) AJw.YllIS:
UNIT VALUE
a. Extraction Data
Land: (give area or front fcot for each type)
10,000 sf
Improvements: (give type and area of each)
None
$
s,soo
$
.sS/sf
$
$
Land Improvements: (itemize)
NODe
$
$
$
Total Sale Price
S,soo
(1) CowrARA11VII AJw......:
See Individual Reports
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Project Co. No. mOZlII
Comparablo Sale No. ~
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MARKET DATA
(1) AlllllUIIS OR Loc:A1ION: South aide of Maude Street, SO' east of 7th Avenue, Jefferson CoWlty,
(Z) I'HorooR.vu &. PLar 1'lNr SIDII'OI
a. Ac:c:eas: Blacktop
b. Prescnt Use: Vacant'" Unhnp.
Co H. &. B. Use: Realdcntlal
d. Zonlag: Residential
e. Dime.usiona: 200' x 100'
f. Area: 20,000 at
g. Sale Date: 9/21/fr1
h. Price: $12,000
L In:itrument: SWD
j. Terms: See Below
le. E. Tax No.: 55314
L Grantor: ED. Dexter, et ox
m. Grantee: T.P. Barrett, et ox
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(4) Laa.u. DBOCRIPI1ON:
Lots 15 thru 22 inclusive, Block 8, lrondale Division No. 2, as per Plat recorded in Volume 2 of Plats, Page 129, records of
JefferllOn County, Washington.
(5) PRcrmmr DIlSCI\Il'I1ON:
Tbe sale property is located on the south aide of Maude Street. approximately SO' east of 7th Avcnue in lrondale, Jeffcrson County.
Tbe site has 200' of frontage along Maude Street and alopes alightly downward away from the road. Tbe partially wooded, platted
site has sincc been improved with a I-story rcaidencc and single-wide mobile home which were moved onto !he site subscqucnt
to the purchase. Available public utilltcs include power, telcphone, and water service. No sewer serves the arca and waste
disposal requires an individual on-alte septic tank and dralnfield.
rmancing terms were $1,575 down, and the balance financed by the seDer on a Note and Decd of Trust.
(6) AN.uYS1S:
a. Extraction Data
TOTAL VALUE
UNIT VALUE
Land: (give arca or front feet for each type)
20,000 sf
Improvements: (give type and area of each)
None
$
$
.<<J/sf
12,000
$
$
Land Improvcments: (itcmize)
None
$
$
$
Total Sale Price
12,000
(7) CoMrAllA11VD AN.uYS1S:
See Individual Reports
J. Randolph Mosher/Ron Molt, Appraiser
ProJccl Co. No. mrlZllI
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MARKET DATA I
AooouIss 011 Loc..11Olf: Southwest comer of Second and 'C" Streeta, Hadlock, Washington
PHaroo....... &. I'lor I'tAN SIRIat (3) a. Ac:ccsa: Blacktop
b. Present Use: Vacant &. Unimproved
c. H. &. B. Use: ResideDtia1
d. ~niog:. Resldential
e. DimCIJSJODS: 120' X 180'
f. Area: 21,600 at
g. Sale Date:. 5/19/86
h. Price: $8,000
L lDatrumcnt: RB Contract
j. Terms: See Below
k. E. Tu No.: 5ZT1O I
L Grantor: George C. Brown et \IX .,','
II!. Grantee: Robert E. Lawrence .
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(4) Law. DI!SCIUI'I1OH:
Lots 1 thru 4 inclusive, Bloclc 11, Plat of South Port Townsend, as recorded in Volume 1, Page 10, records of JelferllOn CoWlty,
Waahington.
(5) I'Rormnv Dssau..nOH:
This is a rectangular shaped platted site located at the southwest comer of Second Street and 'C" Street in the Haclloclc arca of
Jefferson County. The 21,600 at aite lies juat bc101'{ road grade and is level. Access is provided by blacktopped atreet. Public
utilities available to the site include overhead power, undergroWld telepbone, and water service. No sewcr service is available
outside the city limits of Port Townsend, and wastc disposal requlres an individual on-site septic tank and drainfield.
rlDancing terms were $3,500 down and the balance financed by the seller on a Real Estate Contract with monthly paymcnts of
$100 at 10% interest.
(6) A>w.ms:
a. Extraction Data
TOTAL VALUE
UNIT VALUE
Land: (give area or front feet for each type)
21,600 at
$
8,000
$
37/at
Improvements: (give type and area of each)
None
$
$
Land Improvements: (itemize)
None
Total Sale Price
$
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$
8,000
(7) CotoAAA11VD ANAt.ms:
See lndividual Rcports
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ProJect Co. No, ~
Compullblo Salo No, ..8..
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MARKBTDATA
AoDIUISI "" Loc:..noN: North lIido of Stevena Street, 100' west of Alder Street, JeJl'eraon County, Waabinston
l'ltaroo....... & Pt.or Pw< SIIlI'CII ) a. Acceas: Oravel
b. Present Use: Vacant &. Unimproved
I Co H. &. B. Usc: Residential
d. ZonlDg: RcaidcDtia1
e. Dimenaioaa: SO' x 100.03'
f. Area: 5,002 at
g. Sale Date: . 6/24/88
b. Price: S2,SOO
L Instrument: SWD
J. Tcnna: Cash
k. E. Tax No.: 56831
L Orantor: Lewis E. Hollander, et ux
m. Grantee: Harvey A. KlImer, et \IX
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(4) I...oa.u. DlISCRIPI1ON:
Lot 10, Bloc:k 8 of the Supplemental Plat of Townsite of Harrisburg, as per plat recorded in Volume 1 of Plats, Plige 21, records
oC JeJl'eraon County, Washlngton. .
(5) PJoormny DIlOCIUI'IION:
This sale is located On the north side oC Stevens Street, 100' west of Alder Street, in Haclloclc, Jefferson County. The rec:tangular
shaped platted site is partially wooded, lies generally level, and is situated on a gravel street. Public utilities available to serve the
site include power, telephone and water service. The site was purchased by the abutting ownership for additional sideyard, and
does not meet the 10,000 sf minimum size for a legal residential building lot.
(6) AN.u.'YIIIS:
L Extraction Data
Land: (give area or front feet Cor each type)
:t5,OO2 sf
Improvements: (give type and area of each)
None
TOTAL VALUE
UNIT VALUE
$
2,SOO
$
.so/af
$
$
I
Land Improvements: (itemize)
None
$
$
$
2,SOO
Total Sale Price
(7) CowrAIIAlMI ANALYlIIS:
See Individual Reports
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Comparable Sale No. ..2.
ProJecl Co. No. mlm8
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^""""'" OIl Loc:A'I1Otl: North side of StewDS Street, 1SO' west of Aldcr Street, Jeffcrson County, WashiDston
I'HarooRArH &. Pt.or PuN SI<Bl'CH ) a. Access: Grawl
b. Prescnt Usc: Vacant &. Unimproved
Co H. &. B. Usc: Resldential
d. Zoning: Rcaidential
e. Dimensions: 50' x 100.03'
f. Area: 5,002 sf
g. Sale Date: ' 6/24/88
h. Price: $2,SOO
L lDatrument: SWD
j. Terms: Cash
It. E. Tax No.: S6830
L Grantor: Lewis E. Hollander et ox
m. Grantee: Jeffery W. Hathaway
Do Confirmed with (nameaLdates)
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(4) Lso.u. DIlSC1UP11OH:
Lot 9, Bloclc 8 of Supplemental Plat of Townsite of Harrisburg, as per Plat realrded in Volume 1 of Plats, Page 21, records of
Jefferson County, Washington.
(5) PJ.ormnY DBSCRJrnON:
This sale is located on the north side of Stevcns Street, 150' west of Alder Strcet, in Hacllock, Jefferson County. The rectangular
shaped site Is partially wooded,lies generally lewl, and is situated down a 150' long gravel street. Public utilities available to serve
the site include power, telephone and water service. Waste disposal would be by an on-site septic tank and drainfield. The parcel
was purchased by the abutting ownership for additional sideyard, and it is too small to meet the legal minimum size of 10,000 sf
for a singlc family building site.
(6) A>w.""..:
a. Extraction Data
TOTAL VALUE
UNIT VALUE
Land: (give arca or front feet for each type)
5,002 sf
Improvcments: (give type and area of each)
None
s
2,SOO
s
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s
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Land Improvcments: (itemize)
None
Total Sale Price
s
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$
2,SOO
(7) Co...'ARATMI A>w.\'1IIS:
See Indivldual Reports
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ADDRIISS OR LocA1ION: North side of Swaney Street, SO' east of 8th AVCJIuc, Jeffcrson CoWlty, Waahington
PHaroaRAPH &. PLor PlAN SmrcH (3) a. Access: Blacktop
:=-:-1 b. Present Use: Vacant &. Unimp.
Co H. &. B. Use: Rcaidcntial
d. Zonins: Rcaideatia1
Ill. Dimcnalous: SO' It 100'
f. Area: 5,000 at
18- Sale Date:. 8/4/88
jh. Price: S1,7SO
L 1Datrument: SWD
'. Ii. Temu: Cash
. lit. E. Tax No~ 57101
" L Grantor: W.A. Bratcher, ct \IX
; m. Grantee: E.L. Headley
n. Confirmed with (names/dates)
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Takcn By: RODald Mott
Date~
(4) Lua.u. DBSClUPI1ON:
Lots Z7 & 28, Bloclc 49, Irondale Division No. 2, allCOrding to Plat :ccorded in Volume 2 of Plats, Page 129, records of Jefferson
CoWlty, Washington.
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(5) PIlOPIlKIY DBSClUP11ON:
The platted site is lcx:ated on the north side of SwaDey St. SO' cast of 8th Ave. in East Jefferson County. The rectaugular shaped
parcel is wooded and fies alighdyabove grade a10ug it's road frontage. Power, telephone, and watcr service arc available to tbe
site, but wastc disposal will require an on-site septie tank and drainfield. The platted parcel does Dot meet the 10,000 sf minimum
size established by the Health Department for a single family building sitc, and was purchased by the abutting ownership for
sideyard.
(6) .Alw.YSIS:
a. Extraction Data
TOTAL VALUE
UNIT VALUE
Land: (give area or front feet for each type)
5,000 sf
Improvements: (give type and area of each)
None
$
1,750
$
35/at
$
$
Land Improvements: (itemize)
NODe
Total Sale Price
$
$
$
1,750
(7) . Cot.cPARAnvB ANALYSIS:
SeeIndi~dualRepons
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Project Co. No. .cBmll
Comparable Sale No. .11.
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ADoRms 011 LocA1ION: North side of Swaney Street, 175' east of 8th, Jefferson County, Washington
PHarooRAPH &. PLar Pull SIB\'CIl ) L Access: Blacktop
b. Present Use: Vacant &. Ummp.
Co H. &. B. Use: RcaidentiaJ
d. Zoning: RcaidcotiaJ
c. Dimenaiooa: 100' '" 100'
f. Area: 10,000 sf
! So Sale Date: . 2/10/88
h. Price: $6,soo
I L Inatrumeot: SWD
i j. Terms: Cash
! It. E. Tax No.: 56060
i L Grantor: A.L. Parker, et Ill(
I m. Grantee: :J.P. Gummer, et Ill(
n. ~~~ ~t~~~~_es~ 1QAA
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O. Date Inspected 101<!/AA
Taken By: Ronald P. Molt
Date~
(4) Locw. 1>ssaurnoN:
Lola 32 thru 3S inclusive, Bloclc 49, IrondaIe Division No. 2, as per Plat recorded in Volume 2 of Plats, Page 129, records of
Jefferson County, Washington.
(5) Paormm- D1ISCtUI'I1ON:
This sale is located on the north slde o(Swancy St. 175' east or 8th Ave. in IrondaIe, Jefferson County. The square-shaped platted
site lies generally level and is cleared o( all trees. Public utilities available to the site include power, telephone service and water.
No sewer is available and an on-site septic tank and drainfield will be required for development of the property.
(6) .AIw.'VSIS:
L Eztraction Data
TOTAL VALUE
UNIT VALUE
Land: (give area or front (eet for each type)
10,000 sf
Improvements: (give type and area of each)
None
$
$
.6S/sf
6,500
$
$
Land Improvements: (itemize)
None
$
s
s
6,500
Total Sale Pricc
(7) Cot.cPARA11VB .Alw.YIIS:
See Individual Reports
J, Randolph Mosher/Ron Molt, Appraiser
ProJect Co. No. QB2Z1lI
Comparable Sale No, ..u..
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MARKET DATA
ADDIUIIS OR Loc...TIOH: Northwest Comer .Charlea A_ue and Oak Street, Hadlock, WaalUDgton
&. 1'(Dl' PL\If SIaIlOI.. (3) a. Acccaa: Blacktop
. b. Prescot Use: Vacant &. Unimpr~
Co H. &. B. Use: Rcaidential
d. Zoning: Rcaideatial
c. Dimenaiona: Inegular
f. Area: :t L 73 Acres Effective
g. Sale Dote: . Current Listing
h. Price: S92,SOO
L lnatrument: N/A
j. Terms: Aaaump./possible Sir 2nd
It. E. Tax No.: N/A
L Grantor: N/A
m. Grantee: N/A
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(4) Law. Dmaurnotr:
Net Available
(5) PIlOtIIRIY De>aurnoH:
This is a listing abutting tbe subject property on Ita northeastern boWldary. The parcel is portion of a large lot subdivislon done
by the ownership of the subject property in the later 1970's. The irregular shaped parcel slopes gently downward to the northwest
and is partially wooded. The gross area, inclucIiDg partially submerged lands, is :tS.Ol acres, however, the usable area is estimated
at approximately 1.73 acres and has roughly 300' of effective waterfrontage. The parcel has a good view looking northerly up Port
Townsend Bay. Available utilities include power, telephone and water service provided by the City of Port Townsend. Waste
disposal will require an on-site septic tank and drainfield.
(6) ANALYSIS:
a. Extraction Data
TOTAL VALUE
UNIT VALUE
Land: (give area or front feet for each type)
1.73 Ac:rcs Effective/ :t300' waterfront
Improvements: (give type and area of each)
None
$
$
308/FF
92,SOO
$
$
Land Improvementa: (itemize)
None
$
$
$
Total Sale Price
92,SOO
(7) CooaARAlMI Alw.VIIS:
See Individual Report
J, Randolph Mosher/Ron MOlt, Appraiser
ProJect Co. No, ~
Comparable Salo No, J.l.
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MARKET DATA
ADmwss OR LocA11OH: East Siclc Oak Bay Road, :t3.0 mUes southeast of Haclloclt, washington
~ &. Pwr PlAN SIlJIIQl (3) a. Acccsa: Blacktop/Gravel Eamt.
b. Prescnt UllC: Vacant 8r. Unimproved
Co H. &. B. Use: Residential
d. Zoning: Rcaidential
Co Dimeosiona: 1rregular
f. Area: :t L 71 Acres Effective
g. Sale Date: ' 9/14/frI
h. Price: $42,000
i. Instrument: SWD
j. Terms: Caah
It. E. TIIlt No.: sS'1S1
t Grantor: Donna D. Hoglund
Grantee: William S. Edlols et we
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(4) LBDAL DBSCIUf'\1OH:
Lot 1 of Hoglund Short Plat, as per Plat recorded in Volume 2 of Plats, Page 7S, records of JefferllOn County, washington.
(5) PaoPIIKI'Y DIlSCIIIPnOH:
The sale is situated on the eastern side of Oak Bay Road, approximately 3 mlles southeast of Hacllock in Jefferson County. The
trapezoidal shaped, high bank waterfront site consists of :I: 1.94 acres, however, approximately .23 acres lie over the bank, thus,
reducing the size to an effective area of :I: 1.71 acres. From its road frontage the parcel slopes gently downward to the east to a
6T high bank, and is partially wooded with mostly second growth rUB. Available utilties to the site include power and telephone
service. Waste disposal will require an on-site septic tank and drainfield system. No public water is available, and according to
the purchaser, he bad to drill a wen at a cost of approximately $4,200.
TOTAL VALUE
UNIT VALUE
(6) ANALYSIS:
a. EDraction Data
Land: (give area or front fcct for each type)
1.71 Acres Effective/100' Waterfront
Improvements: (give type and area of each)
None
s
42,000
s
41J.1fFF
s
s
Land Improvements: (itr.mize)
None
s
s
s
42,000
Total Sale Pricc
(7) CooaARATMl ANALYSIS:
See Incllviduallleport
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Comparable Sale No. J!.
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(1) ADoRms OR Lcc.\1ION: East Side of Oak Bay Road, :t3.o Dilles Southcat of Haclloclc, Waahington
2 P,iOIOQlWH &. I'lor Pwt Sarat (3) a. Acceaa: Blacktop/GrAvel Eamt.
'" b. Present Use: VaCllDt &: Unimproved
,- -"\ Co H. &. B. Use: Realdcotlal
d. Zoning: Realdcntlal
e. Dimensions: hregular
f. Area: :t 1.65 Efl'cctive
So Sale Date:. 1/6/88
h. Price: $42,000
L lDatrument: SWD
j. Terms: $33,000 Own SeUer DT
It. E. Tu No.: SSM7
L Grantor: Donna D. HoglWld
Grantee: Donald J. PayDC et WE
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Lot 2, HoglWld Short Plat, lIS per Plat recorded in Volume 2 of Short Plats, Page 75, realrds of Jefferson CoWlty, Washington.
(5) PROrlIRI'Y DIlOl:lUPIION:
Tbe we is situated on the eastern side of Oak Bay Road, approximately 3 miles soutbeast of Haclloclc in Jefferson County. Tbe
trapezoidal shapecl, high bank waterfront site consists of :t L90 acres, however, approximately .2S acres lie over the bank, thus,
reducing the effective area to :t 1.65 acres. Prom its road frontage the parcel alopea gendy downward to the east to a 60' to 70'
high bank, and is partially wooded witb mostly second growth firs. Available utiltlea to the site include power and telephone
service. Waste disposal will require an on-site septlc tank and dralnfield system. No public water is available, and a drilled weU
is required for development of the site.
(6) ANALYSIS:
L Extraction Data
TOTAL VALUE
UNIT VALUE
Land: (give area or front feet for each type)
:t 1.6S Acres Effective/l00' Waterfront
Improvements: (give type and area of each)
None
$
$
42,000
4W/FF
$
s
Land Improvements: (itemlzc)
None
$
$
s
Total Sale Price
42,000
(7) CoMrARA11W ANALYSIS:
See Individual Report
J. Randolph Mosher/Ron Mott, Appra1scr
ProJect Co. No, ~
Comparable Sale No. .J.t.
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MARKET DATA
Aootuas OR 1..oc:A1IOH: East Side of Oak Bay Road, :t3.0 mHes Southeast of Haclloclc, Waabington
PuorooIW'll &. Pt.ar PLAH SIalICH (3) a. Acccss: Blacktop/Gravel Eamt.
b. Present Use: Vacant &'Unimproved
Co H. &. B. Use: Rcsldentbl
. d. ZoniJ!g: Resideatilll
c. DimCDSions: Irrcgular
f. Area: :!: 1.57 Acres Effective
g. Sale Datc:. 6/18/frl
h. Price: $44,500
L lDatrument: SWD
j. Terms: $22,SOO Own Scllcr DT
It. E. Tax No.: 5487J
L Grantor: Donna D. Hoglund
Grantee: James A. Hackman et ux
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(5) PIIOPI!RIY DIlSClUPI1ON:
Tbe sale is situated on the eastern side of Oak Bay Road, approximately 3 miles southeast of Haclloclc in Jefferson CoWlty. Tbe
trapezoidal sh4ped, high bank waterfront site consists of :t 1.87 acres, however, approximately .30 acres lie over the bank, thus,
reducing the effectivc area to :t 1.57 acres. From its road frontage the parcel slopes gently downward to the east to a 67' high
bank, and is partially wooded with mostly scwnd growth firs. Available utilties to the site include power and telephone service.
Waste disposal requires an on-site septic tank and drainfield S}'lItem. No public water is available, and development of the site
will require a drilled well.
(6) ANALYSIS:
a. Extraction Data
TOTAL VALUE
UNIT VALUE
Land: (give area or front feet for each type)
:t1S7 Acres Effective/l00' Waterfront
Improvemcnts: (give type and area of each)
None
$
$
44,500
445/FF
$
$
Land Improvemcnts: (itemize)
None
$
$
$
Total Sale Price
44,500
(7) CotolPAIIA'I1YB A>w.VSII:
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MARKET DATA
AooR1Iss OR l.ocA11ON: Western tcrmmus of Fitchburg A\'llDIIC, HadJoclc, Washington
Pncm:xJ....... & P1DI' PiAN SICBI'Qf (3) L Access: Blacktop
.! b. Present Use: Vacant & Unimproved
I c. H. & B. Use: Rcaidentia1
I d. Zoning: No Zoning
f Dimensions: lrregul8l:
'Area: :t16.10 AcrCll
Sale Date:' 3/24/8Ii
Price: $80,000
lDatrument: SWD
Terms: Cash
E. Tax No.: S262S
Grantor: John T. Shold et aI
Grantee: Wanda Cotton
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(4) u.a.u. DIlSCRIPI1OH:
The subject parcel is briefly Identified as a portlon of the Southwest Quarter of the Northwest Quarter of Section 2, TOWDSbip
29 North, Range 1 West, W.M.. Jefferson County, Washington. A lengthy legal deac:ription is retained in the Appraisers file.
(S) PROPIIItI'Y DasaumOll:
The sale property is a nearly rec:tangular shaped :t 16.10 acre tract of undeveloped acreage located at the western terminus of
Fitchburg Avenue in the Haclloclc area of JefferllOn Couoly. The parcel has a gentle downward slope to the IIOUth and is cleared
of all trees. The trac:t abutts the southern boundary of the subdMsion of WoocIIand Acres Division I, and the western boundary
of several different platted properties. Public utilities available to serve the tract include underground power and telephone, and
water. No sewer service is available outside tbe Port TOWDSCnd city limits, and waste disposal requires an individual on-site
septic tank and drainfield.
(6) ANALYSIS:
L Euraction Data
TOTAL VALUE
UNIT VALUE
Land: (give area or front feet for each type)
16.10 Acres
$
80,000
S 4,969/acre
Improvements: (give type and area of each)
NODe
$
S
Land Improvements: (itemize)
None
$
$
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Total Sale Price
80,000
(7) CoMPARAlMI ANALvslS:
See Individual Report
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ADoRIISS OR Loc:.\1ION: West Side Center Road, South of Chlmacum, Waahington
Puaroo....... &. PLar Pwt Smral (3) L Ac:ccss: Blacktop
b. Present Use: Paaturc
Co H. &; B. Use: Resldentlal
d. Zoning: No Zoning
e. Dimensions: Irregular
f. Area: :1:17.11 Aerea
g. Sale Date:. 5/31/88
h. Prkc: S47,225
L Iastrument: SWD
j. Terms: Cash
It. E. Tax No~ 56614
L Grantor: Ar1cUa R. Gould
m. Grllntee: AlvIn G. Straaclakov et \IX
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The sale Is a portion of the Soulhwest Quarter of the Southwest Quarter of Section 26, Township 29 North, Range 1 West, W.M.,
Jefferson CoWlty, Washington. A lengthy legal description Is retained in the Appraiser's file.
(5) I'aormrrY DmaurnoH:
ThIs Is a 17.11 acre tract of cleared pll5ture land located on the western side of Center Road, approximately 3 miles BOUth of
Chlmacum, In Jefferson County. The trapezoidal shaped parcel slopes gradually upward away from the highway to the west.
Public utilities available to the parcel include power and telephone service. Water will requlre an on.site drilled well and waste
disposal will require an on-site septic tank and drainfield.
(6) A>w.YIIS:
L Elltrac:tion Data
Land: (gIw area or front feet for each type)
17.11 acres
Improvements: (give type and area of each)
None
TOTAL VALUE
UNIT VALUE
$
47,225
$ 2,7(JJ/aa:e
$
$
Land Improvements: (Itemize)
None
$
$
$
Total Sale Price
47;n5
(7) CoM,AllAlMI A>w......:
See individual Reporta
J. Randolph Mohscr/Ron MOlt, Appraber
ProJect Co. No. t.B073ll
Comparable Salo No. ..D..
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MARKET DATA
ADoRms OR LocA1ION: West lido Oak Bay Road, :t4 miles Southerly. of Hadloclc, Washington
PHorooIlAlll & Ptm PlAN SIaIIaI (3) a. Access: Blacktop
. " b. Prescnt Use: Vacant & Uaimprowd
c. H. & B. Use: Rcaidential
d. Zoning: No Zoning
c. Dlmeuioaa: lrrcguIar
f. Area: :t25.48 Acres
g. Sale Date: . 6/24/86
h. Price: $77,000
i. lDatrumeDt: SWD
j. Tcrma: Cash
It. E. Tax No.: 52954
L Grantor: Kent R. Fosoca
m. Grantee: Royce Thombmg et \IX
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(4) Lsa.u. DataumoN:
That portion of Government Lot 1, Section 30, Towaahip 29 North, Range 1 East, W.M~ Jefferson County, Washington, Jying
Westerly of Oak Bay Road right of way No. 10.
(5) PRotIllm' DBlICIUJ11OO<:
Located on the west side of Oak Bay Road, this sale is a 25.48 acre triangular shaped tract of vacant and unimproved land. The
property slopes gradually upward to the IIOUthwcst away from the roadway and is cleared of all timber with primary cover
consisting of brush. The parcel has varied elevation along Onk Bay Road, and has a water view from the upper elevation.
Available public utilities include W1dergoWld power and telephone service. Water and waste disposal will require sepcrale on-
site systems.
(6) ANALYSIS:
a. Extraction Data
TOTAL VALUE
UNlTVALUE
Land: (give area or front feet for each type)
:t 25.48 Acres
Improvements: (give type and area of each)
None
$
71,000
$ 3,fY12/aae
$
$
Land Improvements: (itemize)
None
$
$
$
Total Sale Prlce
71,000
(7) Cot.ooARA11V8 AN.u.YSIS:
See Individual Report
J. Randolph Mohser/Ron Mott, Appralaer
ProJect Co. No. ~
Comparable Sale No. .Q.
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ADoRBSS OR Loc::A1ION: South aide OIe1e Pointe Road, li milG east of Oak Bay Road, JefrerllOn CoWlty, Washington
PHOlOOI\Al'II &. Pt.or P..... (3) a. Access: Blacktop
'l'\ b. Present U3C: Vacant & Unimproved
'",.. 5. ' Co H. & B. Use: Residentlal
, 1f\' d. Zoning: No Zoning
, e. Dimeasious: 662.74' X 1,318' evg.
f. Area: :t 20.05 Acres
g. Sale Date: ' 8/11/ff1
h. Price: $75,000
L Instrument: SWD
j. Term.: $25,000 down, SeUcr DT
It. E. Tax No.: 5S070
l. Grantor: GCl1~ V. Hansen et we
m. Grantee: Ralph VanVaIkenbwg ct we
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The East half of the Northwest Quarter of the Northwest Quarter of Section 33, Township 29 North, Range 1 East, W.M.,
Jefferson County, Washington, EXCEPT Mats Mats Olele Point County Road.
(5) PRO'1lKl'Y DI!SCIUPnoN:
This sale is a rectanglar shaped tract of land located on the south side of Olele Point Road, :l: 1/2 mile east of Oak Bay Road in
Jefferson CoWlty. The parcel consists of approximately 20.05 acres and is lightly wooded with alder and maple trees. The tract
slope:; slightly downward to the east and lies mostly even. Available public ulilities include overhead power and underground
telephone service. Waste disposal will require an on-site septic tank and drainfield, and water service will require an on-site
drilled well.
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(6) ANALYSIlI:
a. Extraction Data
TOTAL VALUE
UNIT VALUE
Land: (give area or front feet for each type)
:l:2O.05 Acres,
Improvements: (give type and area of each)
None
$
$
75,000
3,741/ac
$
$
Land Improvements: (itemize)
None
$
$
$
Total Sale Price
75,000
(7) eo...........1lVR ANALvslS:
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Project Co. No. mQZYI
Comparable Sale No. ..12..
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*LIMITED LIABILITY CERTIFICATE*
Jefferson County Engineers Department
Jefferson County Court House
Port Townsend, Washington 98368
Order No.:
Charge:
Tax:
TOTAL:
R-31734
$350.00
27.30
$377.30
This is a report as of May 4, 1988, at 8:00 a.m., covering the
property hereinafter described. The information contained herein
is made solely for the purpose of determining the status of the
property described herein, is restricted to the use of the
addressee, and is not to be used as a basis for closing any
transaction affecting title to said property. Liablity is
limited to the charge made for this certificate.
DESCRIPTION:
Parcel A:
Lots 3 to 5 and 12, Block 7, Bay View Addition to Hadlock, as per
plat recorded in Volume 2 of Plats, page 47, records of Jefferson
County, Washington;
EXCEPT County Road right-Of-way as conveyed by deed recorded
under Auditor's File No. 155397.
Parcel B:
Lots 6 to 13 inClusive. Block 6 and Lot 2. Block 7, of Bay View
Addition to Hadlock. as per plat recorded in Volume 2 of Plats,
page 47, records of Jefferson County; Washington;
EXCEPT county road right-Of-way. as conveyed by deeds recorded
under Auditor's File Nos. 155397 and 207954.
Legal Description continued
PRELIMINARY TITLE REPORT
Oak Bay/Flagler Road ProJect
JelTerson Counly, WA
October 13, 1988
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R-31734
Legal Descriptio~ Continued
Parcel C:
Page 2
That portion of Lots 6, 7 and 8, Block 8 of KUhnsville,' as per
plat recorded in Volume 1 of Plats, ~age 35, records of Jefferson
County, Washington, lying Easterly of old county road,
EXCEPT that portion thereof conveyed to Jefferson County for
county road by deed dated February 17, 1971, and recorded under
Auditor's File No. 207954, records of Jefferson County,
Washington.
Parcel D:
Lots 1 and 8, Block 4: Lots 1, 2, 7 and 8, Block 7, XUhnsvi11e,
as per plat recorded in Volume 1 of Plats, page 35, records of
Jefferson County, Washington:
EXCEPT county road right-of-way, as conveyed by deed recorded
under Auditor's ~i1e No. 155403.
Parcel E:
Lots 3 and 4, Block 3, XUhnsville, as per plat recorded in Volume
1 of Plats, page 35, records of Jefferson County, Washington:
EXCEPT county road right-of-way, as conveyed by deeds recorded
under Auditor's File Nos. 155397 and 303994.
Legal Description continued
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R-311734
Legal Description continued
Page 3
Parcel F:
The East 500 feet of the South 800
Section 12, Township 29 North, Range
County, Washington;
feet of
1 West,
Government Lot 1,
W.M., in Jefferson
EXCEPT Oak Bay County Road rig~t-of-way, as disclosed by
Jefferson County Engineer's Office;
EXCEPT county road right-of-way, as conveyed by deed recorded
under Auditor's File No. 303994.
All situate in the County of Jefferson, State of Washington,
End of Legal Description
VESTED IN:
JOHN R. HANSEN and JEANNE B. HANSEN, husband and wife, as to
Parcel A; FREDERICK A. REID and MILLICENT S. REID, husband and
wife, as to Parcel B; JEFFERSON COUNTY, a municipal corporation,
as to Parcel C; EUGENE K. PICKENS and SHARON L. PICKENS, husband
and wife, as to Parcel D; CHARLES D. BRODERS and MARIE BRODERS,
husband and wife, as to Parcels E and F.
EXCEPTIONS:
1. Real Estate Tax, the amounts in which have not been searched.
Exceptions continued
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R-3l734
E~ception~ continued
Page 4
2. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
Grantor: John R. Hansen and Jeanne B. Hansen,
husband and wife.
Trustee: Jefferson Title Company, roc.
Beneficiary: Seattle First National Bank,
Relationship Banking Branch, a national
banking association.
Original Amount: $250,000.00
Dated: October 17, 1986
Recorded: November 24, 1986
Recording No.: 304353
Affects: Parcels A and other property.
3. LIEN:
Claimed By:
Against:
For:
In Amount Of:
Recorded:
Recording No.:
Affects:
4. LIEN:
Claimed By:
Against:
For:
In Amount Of:
Recorded:
Recording No. :
Affects:
Harold J. Nesland Architect, dba
The Nesland Associates.
John R. Hansen and Jeanne B.
Hansen, husband and wife.
Maps, plans and specifications~
$45,438.20
July 30, 1987
309477
Parcel A and other property
Harold J. Hesland Architect,
dba, The Nesland Associates.
John R. Hansen and Jeanne B.
Hansen, husband and wife.
Maps, plans and specifications.
$45,438.20
July 3D, 1987
309478
Parcel A and other property
Exceptions continued
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Limited Liability Certificate
R-31734 .
Exceptipns continued
5.
Pending case for an
Plaintiff:
Page 5
action to foreclose on labo~ liens:
Harold J. 'Nesland, dba
The Nesland Associates
John R. Hansen and Jeanne B. Hansen,
husband and wife, individually and
the marital community comprosed thereof;
Basil Gaze and Dorothy Gaze, husband
and wife, individually and the marital
community comprised thereof: Seattle
First National Bank, a Washington
Banking corporation; Jefferson County
Pub~ic Utility District No.1, a
municipal corporation.
Lis Pendens in Jefferson County, filed March 30, 1988,
under Auditor's File No. 313732.
88 2 00081 5
Parcel A and other property
6. LIEN:
Claimed By:
Against:
For:
In Amount Of:
Recorded:
Recording No.:
Affects:
Dawn Electric, ,Inc.
John R. and Jeanne Hansen
Labor, furnishing material or
supplying equipment.
$27,238.99 at 12% interest
October 8, 1987
310757
Parcel A and other property
7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
Grantee: Jefferson County
Purpose: Right of way ,
Area Affected: Parcel F
Recorded: June 7, 1972
Recording No.: 213565
Exceptions continued
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Superior Court
Cause No.:
Affects:
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R-31734
Exceptions continued
Page 6
NOTE 1:
Right to make necessary slopes for cuts or fills upon
property herein described as granted to Jefferson County,
by deed recorded under Recording Nos. 155403, 155397,
and 207954. Affects Parcels A, B, C and D.
End of Exceptions
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By: John C. Nesset, Tit~e Officer
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*LXMITED LXABXLITY CERTXFXCATE*
Jefferson County Public Works
County Court House
Port Townsend, Washington 98368
Attn: 'Audrey or Bruce
Order No.:
Charge:
TaJt:
Total:
R-31;HS
$200.UO
'J.5.60
S:.uS.60
This is a report as ~f January 12, '1988, at 8:00 a.m., covering
the property hereinafter described. The information contained
herein is made solely for the purpose of dcterming the status of
the property described herein, is restricted to the use of the
addressee, and is not to be used as a basis for closing any
transaction affecting title to said property. Liability is
limited to the charge made for this certificate.
DESCRIPTXON:
Parcel A:
That portion
Northwest 1/4
North, Range
follows:
of the
of the
1 West,
East, 1/2 of the "ortb~est 1/4 of the
Northeast 1/4 of Section l~, 'l'cl1nohip 2!J
W.M., in Jefferson County, described as
Beginning at the Southeast corner of the above described parcel
of land, and running thence West 300 feet:
thence North 132 feet;
thence East 300 feet;
thence South 132 feet to the place of beginning; said tract
being designated on the County Assessor's Plat and Description
Book as Tax !Jos. 10 and 11, in said Section 12:
EXCEPTXNG FROM the above described real property, rights of tlay
for the electric transmission line of the Puget Sound rower and
Light Company, the right of way for the water line of the City of
Port Townsend and right of way for the Oak Ilay-Nordland Road,
Secondary Road Project No. D-l9, Jefferson County, WaShington.
Legal Description Continued
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R-3l375
Jefferson County Public Norks
Legal Description Continued
Page 2
Parcel B:
Lots 1 through 5, inc1v.sive: and Lots 14 through 16, inclusive,
Block 6, of Bay View Addition to Hadlock. as per plat recorded in
Volume 2 of Plats. page .47, records of Jefferson County,
WaShington:
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TOGETHER WITH that portion of vacated Myrtle street and Magnolia
Street, which would attach by operation of lsw:
EXCEPT county road rights of way.
All situate in tile County of Jefferson, State of WaShington.
VESTED IN:
CHARLES D. BRODERS and MARIE BRODERS, husband and wife. as to
Parcel A:
BENMOORE ENTERPRISES. ROBERT D. MOORE and JOAN L. MOORE, trustees
for BENMOORE ENTERPRISES TRUST ORGANIZATION, as to Parcel B.
EXCEPTIONS:
1. General taxes, as follows, together with 'interest, pcn~lty
and statutory foreclosure costs, ,if any, after delinquency:,
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Tax Account No. Year Amt. Billed Amt. Paid PrinciDal Bal.
tl901 121 005 1988 $51.97 -0- $51.91
fi931 800 601 1988 $25.98 -0- $25.98
1931 800 603 1988 '$ .52 -0- $ .52
U31 800 604 1988 $18.71 -0- $18,71
Continued
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R-31375
Jefferson County Public Works
Continued
Page 3
2. Right gr~nted to Jefferson County to construct and
maintain necessary cut and fill slopes, culverts,
special ditChes. and appurtenances whore the same
may extend beyond the limits of land conveyed for
road by deeds dated February 17, 1971, snd September 17.
1957. snd recorded under Auditor's File Nos. 207954 and
155397. respectively. Affects, Parcel B.
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Jane W. Swanson, Title Officer
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Jefferson County Court House
Port Townsend, Washington 98368
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MORTGAGOR
PUICHASER
R-31734
L
OUI alOEl NO.
.PIRS'!'.
SUPPLEMENTAL TITLE REPORT
TO LIMITED LIABILITY CERTIFICATE
The following malters affect Ihe properly covered by 'hi. orde"
o Deed daled
,0 Conlract daled
o Morlgage dated
o Deed of Tru.' daled
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o Paragraph Is I No. of our preliminary commllmenlll ellmlnaled.
o The policy i. being Issued In accordance wllh your lnllrucllonl.
DOur Inlpecllon of 'he premlsel on
X Parcel G of the legal description has been amended as follows;
Parcel G:
and recorded
and recorded
and recorded
and recorded
a. file No.
a. file No.
a. file No.
a. file No.
discloses I
Lots 3 and 4, Block 8, Bay View Addition to Hadlock, as per plat recorded
in Volume 2 of Plats, page 47, records of Jefferson County, Washington;
EXCEP'.l' county road right of way as conveyed by instrument recorded
under Auditor's File No. 155398.
X Parcel H of the legal description I~s been amended as follows;
Parcel H:
Lots 5 and 6, Block 8, Bay View Addition to Hadlock, as per plat recorded
in Volume 2 of Plats, page 47, records of Jefferson County, Washington;
EXCEPT county road right of way as conveyed by instrument recorded uJlder
Auditor's File No. 155498.
All situate in the County of Jefferson, State of Washington.
~ Excepl a. la the maltors repar'.d hereinabove, Ihe 11I1. 10 the properly covered by 'hh order hal NOT b.en ,reexamined.
OTher. hot been no chang. In 'he IlIle 10 Ihe properly covered by Ihl. order Ilnce. ,
EXCEPT the molten noted hereinabove. (dale of 101' reporl)
Daled a. of
September 26, 1988
al 8.00 A.M.
TRANSAMERICA TITLE INSURANCE CO.
By~M~~er
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'ar", No. W.AK.735 Rn. 12.13
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*LIMITED LIABILITY CERTIFICATE.
Jefferson County Engineers Department
Jefferson County Court House
Port Townsend, WaShington 98368
Order No.:
Charge:
Tax:
TOTAL:
R-31734
$350.00
27.30
$377.30
This is a report as of July 27, 1988, at 8:00 a.m., covering'the
property hereinafter described. The information contained herein
is made solely for the purpose of determining the status of the
property described herein. is restricted to the use of the
addressee, and is not to be used as a basis for closing any
transaction affecting title to said property. Liablity is
limited to the charge made for this certificate.
DESCRIPTION:
Parcel A:
Lots 3 to 5 and 12, Block 7, Bay View Addition to Hadlock, as per
plat recorded in Volume 2 of Plats, page 47, records of Jefferson
County, Washington:
EXCEPT County Road right-of-way as conveyed by deed recorded
under Auditor's File No. 155397.
Parcel B:
Lots 6 to 13 inclusive, Block 6 and Lot 2, Block 7, of Bay View
Addition to Hadlock, as per plat recorded in Volume 2 of Plats,
page 47, records of Jefferson County, WaShington:
EXCEPT county road right-of-way, as conveyed by deeds recorded
under Auditor's File Nos. 155397 and 207954.
Legal Description continued
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R-31734
Legal Description Continued
Page :I
Parcel C:
That portion of Lots 6, 7 and 8, Block 8 of Kuhnuville, as per
plat recorded in Volume 1 of Plats, page 35, records of Jefferson
County, Washington, lying Easterly of old county road,
EXCEPT that portion thereof conveyed to Jefferson County for
county road by deed dated February 17, 1971, and recorded under
Auditor's File No. 207954, records of Jefferson County,
l~ashington .
Parcel D:
Lots 1 and 8, Block 4: Lots 1, 2, 7 and 8, Block 7, Kuhnsville,
as per plat recorded in Volume 1 of Plats, page 35, records of
Jefferson County, Washington:
EXCEPT county road right-of-way, as conveyed by deed recorded
under Auditor's File No. 155403.
Parcel E:
Lots 3 and 4, Block 3, and Lot 3, Block 8, Kuhnsville, as per
plat recorded in Volume 1 of Plats, page 35, records of Jefferson
County, Washington:
EXCEPT county rObd right-of-way, as conveyed by deeds recorded
under Auditor's File Nos. 155397 and 303994.
Parcel F:
The East 500 feet of the South 800 feet of Government Lot 1,
Section 12, Township 29 North, Range 1 West, W.M., in Jefferson
County, Washington:
as disclosed by
EXCEPT Oak Bay County Road right-of-way,
Jefferson County Engineer'o Office:
EXCEPT county road right-of-way, as conveyed by deed recorded
under Auditor's File No. 303994.
Legal Description continued
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R-31734
Legal Description continued
Page 3
Parcel G:
Lot 3, Block 8, Bay
recorded in Volume
County, Washington.
View
2...of
Addition to Hadlock, as per plat
Plats, page 47, records of Jefferson
Parcel H:
Lots 4, 5 and 6, Block 8, Bay View Addition to Hadlock, as per
plat recorded in Volume 2 of plats, page 47, records of Jefferson
County, Washington;
EXCEPT county road right of way as conveyed by instrument
recorded under Auditor's File No. 155398.
Parcel X:
Lots 14 and 15, Block 7, Bay View Addition to Hadlock, as per
plat recorded in Volume 2 of Plats, page 47, records of Jefferson
County, Washington.
EXCEPT county road right of way, as
recorded under Auditor's File No. 155477.
conveyed by instrument
Parcel J:
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Lot 1, Block 7, Bay View
recorded in Volume 2 of
County, Washington.
Addition to Hadlock, as per plat
Plats, page 47, records of Jefferson
All situate in the County of Jefferson, stete of Washington,
End of Legal Description
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R-31734
continued
Page 4
VESTED IN:
JOHN R. HANSEN and JEANNE B. HANSEN, husband and wife, as to
Parcel A; FREDERICK A. REID and MILLICENT S. REID, husband and
wife, as to Parcel B; JEFFERSON COUNTY, a municipal corporation,
as to Parcel C; EUGENE K. PICKENS and SHARON L. PICKENS, husband
and wife, as to Parcel 0; CHARLES D. BRODERS and MARIE BRODERS,
husband and wife, as to Parcels E and F; JZFFREY JOHNSON 'and
HAZEL JOHNSON, husband and wife, as to Parcel G; KENNETH I.
MCMILLEN and GRACE MCMILLEN, husband and wife, as to Parcel H;
BEVERLY A. BENDER, as her separate estate, as to Parcel I;
FREDERICK A. REID, and MILLICENT S. REID, husband ond wife, as to
Parcel J.
EXCEPTI:ONS:
1. Raal Estate Tax, the amounts in which have not been searched.
2. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
Grantor: John R. Hansen and Jeanne B. Hansen,
husband and wife.
Trustee: Jefferson Title Company, Inc.
Beneficiary: Seattle First National Bank,
Relationship Banking Branch, a national
banking association.
Original Amount: $250,000.00
Doted: October 17, 1986
Recorded: November 24, 1986
Recording No.: 304353
Affects: Parcels A and other property.
3. LIEN:
Claimed By:
Harold J. Nesland Architect, dba
The Nesland Associates.
John R. Hansen and Jeanne B.
Hansen, husband and wife.
Maps, plons and specifications~
$45,438.20
July 30, 1987
309477
Parcel A and other property
Against:
For:
In Amount Of:
Recorded:
Recording No.:
Affects:
Exceptions continued
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Limited Liability Certificate
R-31734 ,
Exceptions continued
PaOli S
4.
LIEN:
Claimed By:
Against:
Harold J. Nesland Architect,
dba, The Neoland Associstes.
John a, HanDon and Joanne B.
Hanson, husband and wife.
Maps, plan3 and specifications.
$45,438.20
July 30. 1987
309478
Parcel A and other property
action to foreclose on labor liens:
Harold J. Nesland, dba
The Nesland Associates
John R. Hansen and Jeanne B. Hansen,
husband and wife, individually and
the marital community comprosed thereof:
Basil Gaze and Dorothy Gaze, husband
and wife, individuallY and the marital
community comprised thereof: Seattle
First National Bank, a Washington
Banking corporation: Jefferson County
Public Utility District No.1, a
municipal corporation.
Lis Pendens in Jefferson County, filed March 30, 1988,
under Auditor's File No. 313732.
88 2 00081 5
Parcel A and other property
6.
LIEN:
Claimed By:
Against:
For:
For:
In Amount Of:
Recorded:
Recording No.:
Affects:
5.
Pending case for an
Plaintiff:
Dawn Electric, Inc.
John R. and Jeanne Hansen
Labor. furnishing material or
supplying equipment.
$27,238.99 at 12% interest
October 8, 1987
310757
Parcel A and other property
----"
(~.."....".
.....:l.
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-......
Defendantl:l:
Superinr Court
Cause No.:
Affect:'J:
In Amount Of:
Recorded:
R,scording No.:
Affects:
Exceptions continued
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Limited Liability Certificate
R-31734
Exceptions continued
Page 6
7.
DEED OF TRUST AND
Grantor:
Trustee:
Beneficiary:
Original Amount:
Dated:
Recorded:
Recording No.:
Affects:
8.
EASEMENT AND THE
Grantee:
Purpose:
Area Affected:
Recorded:
Recording No.:
THE TERMS AND CONDITIONS THEREOF:
John R. 'Hansen and Jeanne B.
Hansen, husband and wife.
Jefferson Title Company, Inc., a
corporation
Reinhold F. Bergstrom and Patricia
Ann Bergstrom.
$100,000.00
May 24, 1988
June 14, 1988
315151
Parcel A and other property.
TERMS AND CONDITIONS
Jefferson County
Right of way
Parcel F
June 7, 1972
213565
THEREOF:
NOTE 1:
Right to make necessary slopes for cuts or f~lls upon
property herein described as granted to Jefferson County,
by deed recorded under Recording Nos. 155403, 155397, 155398,
155477 and 207954. Affects Parcels A, B, C, D, H, and I.
End of Exceptions
JCN/mah
Jefferson Title Escrow
f~(~'
By: John ~~~ice~
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PARCEL
NUMBER
114, SEC. 12, T.29N. R.IW, W.M.
rr,...I>0-
901/22001./ GOV, LOT I NORTH
ifA..901122001 ./ GOV,LOTISOUTH
1/4, SEC. 12, T.29N. R.I W. W,M.
UHNSVI LLE
966000301 3
966000302 3 2
966000302 3 3
966000303 __ 3 4
966000303 3 586
966000304 3 7
966000305 3 8
966000401 /
966000401 /
966000401 /
966000401 ./
966000401
966000401
966000401 ./
401 ,/
96600070 I ./
966000701 /
966000701 /
966000701 /
966000701 ,/
966000701 ,/
966000701 /
966000701 /
966000801 .--'
966000801 .--'
966000801 -'
966000802
966000803
966000'30 I
966000803
966000804
966000803
966000804 _,.
4
4
4
"
4
4
"
4
7
7
7
7
7
7
7
7
8
8
8
8
8
8
8
8
8
II
901121005 __
1/4, SEC. 12, T, 29 N. R. I W. W. M,
BRODERS, MARIE GUNSTONE
BRODERS, MARIE GUNSTONE
BRODERS, CHARLES D.
BRODERS, CHARLES D.
BRODERS, CHARLES D.
BRODERS, CHARLES D.
BRODERS, CHARLES D.
O'KINSELLA, SHAWN
BRODERS, CHARLES D.
2
3
"
5
6
7
8
PICKENS, EUGENE K.
PICKENS, EUGENE K.
PICKENS, EUGENE K.
PICKENS, EUGENE K.
PICKENS, EUGENE K.
PICKENS, EUGENE 1(.
PICKENS, EUGENE K.
PICI<EWS, EUGENE 1<.
o
NAME
....,001..L-1\_1111...,
'3 75{).t>.)
~OO.O:.::l
/OOO.clu
uu
114, SEC, 12, T,29N, R, IW,
lAY VI EW ADDITION
93/000601 /. 6 I BENMOOR ErJTERPRISES TRUST ORGANIZATION.
. -
931800601 ___ 6 2 BENMOOR ENTERPRISES TRUST ORGANIZATION
931800601 ..... 6 3 BENMOOR ENTERPRISES TRUST ORGANIZATION
931800801 ..... 8 4 BENMOOR ENTERPRISES TRUST ORGANIZATION
931800801 ..... 8 5 BENMOOR ENTERPRISES TRUST ORGANIZATION
931800802..'/ 6 8 REID, FREDRICK A,
931800802 ....... 8 7 REID, FREDRICK A,
931800602 V- 6 8 REID, FREDRICK A,
931800602 ./ 8 9 REID, FREDRICK A.
9318001102 v 8 10 REID, FREDRICK A.
931800802 ~..... 6 II REID, FREDRICK A,
931800802./ 8 12 REID, FREDRICK A.
931800802 ,'/ 6 13 REID, FREDRICK A,.
9318001103 ..... 8 14 _.B.~.MOOR ENTERPRISES TRUST
-93-iioii60~" 8 IS BENMOOR ENTERPRISES TRUST
--li3ieOOG04-7-- 6 18 BENMOOR ENTERPRISES TRUST
I
2
3
"
5
6
7
8
PICKENS, EUGENE K.
PICKENS, EUGENE K.
PICKENS, EUGENE K.
PICKENS, EUGENE K,
PICKENS, EUGENE K.
PICKENS, EUGENE K,
PI CKENS, EUGEN.E K.
PICKENS, EUGENE ~
I
2
394
5
6E
6W
7E
7W
8E
8W
BRODERS, CHARLES D.
8RODERS, CHARLES D.
BRooERS, CHARLES D.
JEFFERSON COUNTY
JEFFERSON COUNTY
8RODERS, CHARLES D.
JEFFERSON COUNTY
8RODERS, CHARLES D.
JEFFERSON COUNTY
BRODERS, CHARLES D. ~
BRODERS, CHARLES D,
ORGANIZATION
ORGANIZATION
ORGANIZATION
-- ---
:;)
TOTAL
AREA
RIGHT
OF REMAINDE
WAY
18,3000 AC. 0.1787 Ae.
10.3000 Ae. 0.1894 Ae.
0.1664 AC.
0.1664 AC.
0.1564 AC. 0.0062AC.
0.07111 AC. 0.D555Ae.
0.31155AC.
0.1663AC.
0.1663 AC.
18./213 AC.
10.1106AC.
0.1602 AC.
0.0226 AC.
0.1663 AC. 0.0302AC. 0.1381 Ae.
0.1663 AC.
0.1553 AC.
0.1663AC.
0.1662 AC.
0.16S2AC.
0.1662 AC.
0./610Ae.0.OS20AC. Q.1090AC.
o
f..,
0.0973 AC. 0.01l3I1AC.
0.1661 AC. 0.0020AC.
0.1661 AC.
0.1661 AC.
0.1660AC.
0.1661 AC.
0.1660AC. 0.0501 AC.
0.0345AC. 0.0345AC.
0.1660AC.
0.1l;60AC.
0.2980 AC. 0.0002 AC.
0.0673 AC. 0.0673 AC.
0,0339 AC. 0.0339AC.
0.0012 AC.
0.0645AC. 0.0476 AC.
0.040SAC.
0,0375AC. 0.0037AC.
0.0984 AC.
I, ,- !
0.0337 AC.
0.1641 AC.
0.1159AC.
0.0000 AC.
0.2978 AC,
O.OOOOAC.
0.0000 AC.
0.0169 AC.
0.0338 AC.
0.3919 AC. 0,0390AC. 0.3529 AC,
7 0,0932 AC, 0.0107 M.
0.0897 AC. 0.01l97AC.
0.1092 AC. 0.1092AC.
0.0595 AC. 0.OS951U:.
0.0059 AC. 0.0059 AC.
0.01711 AC. 0,0178 AC,
0,0912 AC. O.D82I1AC.
O. 192.3 AC. 0.02.59 AC.
0.1923 AC.
O. 1182 AC, 0,000 lAC.
0.1181 AC, 0.0338 AC.
0.01l97 AC. 0.0499 AC.
0.0167 AC. 0.01117 AC.
0.0110 AC, O,OIIOAC.
0.0695 AC. 0,011" AC,
0.1777AC, O,I177AC.
0,082~ AC.
0.0200 AC,
0.0000 AC,
0,0000 AC,
0.0000 AC.
0.0000 AC.
0.0286 AC.
0.1684 AC.
0.1181 AC.
0.01125 AC.
0,0198 AC.
0.??oo AC.
0,0000 AC.
0,0000 AC.
0,0000 AC,
9
" j' c"o<,_/ . '.
REMARKS
GOVT. LOT I 8 TOTAL TAX A8 B
LESS PORTION TAX 15821
LOTS 586, AND PTN. VAC. GEORG
/J I" -2. TO';\.
LOTS 384, AND PTN. VAC. GEORGE'
EAST OF COUNTY ROADS
WEST OF COUNTY ROADS
EAST OF COUNTY ROADS
WEST OF COUNTY ROADS
EAST OF COUNTY ROADS
o
LOT 8, AND PTN. VAC. LINDEN
LOT 9, AND PTN. VAC. LINDEN
LOTI6, 8 PTN. VAC. MAGNOLIA 8 M liI 0
2XfiJ
LOT I AND PTN, VAC. LINDEN ST'
.
96600070\ ,- 7 6 PICKENS, EUGENE K, I 0.1661 AC.
966000701 ./ \ 7 7 PICKENS, EUGEN.E K. } 0.1660AC. O.O~I AC. 0.llll9 AC.
966000701 / 7 8 PICKENS, EUGENE K. /' 0.034llAC. 0.034llAC. 0.0000 AC. -'
966OOOe01 --- 8 I BRODERS, CHARLES O. ') 0.1660AC.
966000801 ....-' 8 2 BROD~RS, CHARLES O. / 7~r" ,,0::> 0.\660AC.
966000801 ....-' 8 364 BRooERS, CHARLES D. \ 0.2980 AC. 0.0002 AC. 0,2978 AC. LOTS 364, AND PTN. VAC, GEORGE
,
96E000802 8 II JEFFERSON COUNTY 0,0673 AC. 0.0673 AC. O.OOOOAC.
966000803 8 6E JEFFERSON COUNTY 0.0339 AC. 0.0339 AC. 0.0000 AC. EAST OF COUNTY ROADS -'
966000801 8 6W BRODERS, CHARLES D. 0.0012 AC. WEST OF COUNTY ROADS
966000603 8 7E JEFFERSON COUNTY 0.0645AC. 0.0476 AC. 0.0169 AC, EAST OF COUNTY ROADS
966~ 8 7W BRODERS, CHARLES D, 0.040llAC. WEST OF COUNTY ROADS
966000803 8 8E JEFFERSON COUNTY 0.037llAC. 0.0037AC. 0.0338AC. EAST OF COUNTY ROADS
966OOOllO4 __ 8 BW BRODERS, CHARLES D. -0' 0.0984 AC.
NE 1/4, SEC. 12, T.29N. R. I W. W.M.
I I ",,'/'
901121005 ..- I TAX " BRODERS, CHARLES D. ~7oo .0":> 11 ,..J, 0.3919 AC. 0.0390 AC. 0.3529 AC.
I
NE 1/4, SEC. 12, T.29N. R. IW. W,M.
BAY VI EW ADDITION
931800601 --- 6 I BENMOOR ENTERPRISES TRUST ORGANIZATION "'I 0.Q932 AC. 0.0107 At:. 0.0825 AC.
931800601 --- 6 2 BENMOOR ENTERPRISES TRUST ORGANIZATION .Y 0.0897 AC. 0.0697AC. 0.0200 AC.
, .
931800601 ,/ 6 3 BEN MOOR ENTERPRISES TRUST ORGANIZATION (j 0.1092 AC. 0.1092 AC. 0.0000 AC.
93180060\ ,/ 6 4 BENMOO R ENTERPRI SES TRUST ORGANIZATION'!, ,,~y 0.OS9ll AC. 0.OS9ll A.C, 0.0000 AC.
93180060! ,/ 6 II BENMOOR ENTERPRISES TRUST ORGANIZATION' / 0.00ll9 AC. 0.00ll9 AC. 0.0000 AC.
931800602 ../ 6 6 REID, FREDRICK A~ 0.0178 AC. 0.0178 AC. 0.0000 AC.
93\ 800602 0./ 6 7 REID, FREDRICK A. J 0.0912 AC. 0.0626 AC. 0.0286 AC.
931800602 V- 6 8 REID, FREDRICK A. I I O. 1923 AC. 0.02ll9 AC. 0.1664 AC. LOT 8, AND PTN. VAC. LINDEN
931800602 V 6 9 REID, FREDRICK A. > :;' 7 ":;<<T", ,')C) 0.1923 AC. LOT 9, AND PTN. VAC. LINDEN
931800602 V 8 10 - REID, FREDRICK A. I 0.1182 AC. 0.000 1 AC. 0.1181 AC.
931800602 ./ 6 II v REID, FREDRICK A. 0.1161 AC. 0.0336 AC. 0.0825 AC.
931800602 ,/' 6 12 REID, FREDRICK A. \ 0.0697 AC. 0.0499 AC. 0.0198 AC. "
931800602 v/ 6 13 REID, FREDRICK A._/ 0.0167 AC. 0.0167 AC. 0.??oo AC.
~603 .,..- 6 14 BENMOOR ENTERPRISES TRUST ORGANIZATION 0.0110 AC. O.OIIOAC. 0.0000 AC. :
-' '-931800604 .,..- 6 IS BENMOOR ENTERPRISES TRUST ORGANIZATION I'- 0.069SAC. 0.0695 AC. 0.??oo AC. .',
931800604 /' 6 16 BENMOOR ENTERPRISES TRUST ORGANIZATION 0,1777AC. 0.1777 AC. O,OOOOAC. LOTI6, a PTN. VAC. MAGNOLIA 6 M,
931B0070 I ../ 7 I REID, FREDRICK A. 7 ",,' 0.1923 AC. 0.0009AC. 0.1914 AC. LOT I, AND PTN. VAC. LINDEN ST;,
. 931800702 ./ 7 2 REID, FREDRICK A..5 - 0.0760 AC. 0.0506 AC. 0.02S4 AC.
931800703 -- 7 3 HANSEN, JOHN R. "" 0.0125 AC. 0.0125 AC. 0.0000 AC.
931800703 ...--- 7 4 HANSEN, JOHN R. \ 0.11 14 AC. 0.06ll0AC. 0,0464 AC,
931800703 7 S HANSEN, JOHN R. I 0.1182 AC.
931800703 7 6 HANSEN, JOHN R. "-- L- ..... 0.1182 AC.
931800703 7 7 HANSEN, JOHN R. '-> '1 / Y, CJ...J .v 0.IIB2AC.
931BOO704 7 8 HANSEN, JOHN R. I 1",0. ,~<--' 0.1182AC.
93180070S 7 9 HANSEN, JOHN R. 0.1I8IAC. ','
931800706 7 10 HANSEll, JOHN R. 0.118IAC.
. 931800706 7 II HANSEN, JOHN R. 0.IIB2AC. :
<--"'931800706 7 12 H,ANSEN, JOHN R. D.IIII AC. 0.0359 AC. 0.0822 AC. .-<"-
- 93tllOO-ros-- Ie , \I. dvl IIJ!IL! 71-1/:; 5('t./< P- I
.....931800707 7 13 HANSEN, JOHN R. ./ 0.0430AC. 0.0426 AC. 0,0004 AC. i
931800708 ------ 7 14 BENDER, BEVERLY A.) '6 ~'"'_" -'" 0.0368 AC. 0.0325 AC. 0.0043 AC. ;
931800709 ~ 7 IS BENDER, BEVERLY A, , 0.1180AC. 0.0196 AC. 0.0984 AC. :
931800710 ./ 7 16 REID, FREDRICK A, 0.1923AC. LOT 16, AND PTN. VAC. ~I NDEN
931800801 8 I JOHNSON, JEFFERY 0.1I8IAC.
931800601 8 2 JOHNSON, JEFFERY O.IIBIAC,
931800802 -- 8 3 JOHNSON, JEFFERY "/ 'S-7 ..,0. c:...-":> 0.1 181 AC, 0.0077 AC. 0.1104 AC.
931800803 ..--- 8 4 JOHNSON, JEFFERY / 0.0648AC. 0.0457 AC. 0.0191 AC.
931800806 ...- 8 II McMILLEN, KENNETH I. ') So,., E7' ,v" 0.0194 AC. 0.0194 AC. 0.0000 AC.
931800806 ...--- 8 6 McMILLEN, KENNETH I. J ~ O. 1097 AC. 0.0609AC. 0.0488 AC.
931800804 8 7 McMILLEN, KENNETH I. 0.1161 AC.
931800804 8 8 McMILLEN, KENNETH I. 0.1I8IAC,
931800804 8 9 McMILLEN, KENN ETH I. 0.1180AC.
931800804 8 10 McMILI-EN, KENNETH I, O.IIOIAC.
931800807 8 II Me MILLEN, KENNETH I, 0.0242 AC,
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901122001 'I
966(>1)0,;;,0:1. ,
966000302,
'':;6600030:::;:
93180080:1.
9:-':;:1. 80080:.~ ~
9~';1,,100803
9~~:: :1. 000602 ~
9~'; U30070 1. .
93 J. 8007()2
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or;:l >)00604.
9.3tOOOlr)5
93180070B.
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96600(>1]01 ,
9660007(11
r"lcMi II c~\n 9:: 18001:,)04,
9310001306,
'131800<107
I::! Bt1 f;:
FROM RIGHT OF WAY FILES:
_____________&;QIjIj!I!:1sNT
'n: 1 G0070~$,
9::',18<)0701], ,
93.t f:3 00 "1 <X'j
c
,
--
1M Replace existing road approaches,
contact owner before construction. ~
Constrltct new priv~te approach as per
melllO dated 1-11-89, copy attachedM
1. Replace road appro~ch~ contact owner
before ccnstructicnM
1. Replace road approach, contact ownl~r
before constructianp
l\ICJne known.
1. Replace road approach, ~ontact owner'
bofore cqnstructiQn~
1. Replaco rond approactl? contact own~r
bcf r:')r~(~ con~:;{:r.uc:t:J. CJn.
1. CC)r\Sltl-I,.\C"t r"CH:\cJ t~ppl"'OiH:h @ Llfl-npE~necl
1-1a9r-lol i ...:\ St:r~;?et, ( .:\1 ~;o ~:;ee H~1'1SE'~n ).
Cont".\ct C)ltlnE.lr.
t. Construct road apprC)act-1 @ un-open~d
Mii:\qnolii:\ SI::.r'(:?et, ( c.~lcr,o SC':,'f-Zl I"-lcl"-Iillon ).
2. Top o.f cut slopo to be 25 'Feet from
ends of drain field lat~raln .- requiros
1.5:1 b~ck mlopB from St.. 48+00 to St..
~,50+5(1 ,"i ght eln the Oak Bay Road. ::!:.
Cons'truct project so as not to C~USQ
':;"lrfBce r''-lno'ff' to <-mter tl'lf? dr.;,in field.
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FEDERAL-AID REQUIREMENT CHI1CKLIST
AGENCY Jefferson County
DISTRICT
3
. DATE
PROJECT RS-P161 (001) Oak Bay/F:!.agler Road Intersection Improvement
(Federal Aid Number) (Name)
x
x
x
RtfI
FEDERAL FUNDS WILL BE USED FOR: PE
PERSONS WILL BE DISPLACED: YES_ NO-.!..
CONST.
RIGHT OF WA Y ACQUIRED FOR THIS PROJECT: YES~ NO_
(Reminders)
(Comments)
I. Real property must be appraised I. Complied
before initiation of negotiations
with the owner, per'" CFR 25.I02(c)
and 2.5.108.
2. Owners must be given an oppor- 2. Complied - See appraise'rs report
tunity to accompany each of eontact with owner
appraiser during his Inspection
of the property, per "9 CFR 25.I02(c).
3. The acquiring agency must 3. Complied
establish Just compensation
before Initiation of negotiations
with the owners, per ", CFR 25.102(d).
II.
No Increase or decrease in the II. Done
F MY due to the proJect except
physical deterioration, Is to be
considered In the valuation of
the property, per ., CFR 25.I03(c).
Appraisals are not to give consi-
deration nor include any
allowance for relocation
assistance benefits.
,.
,. N/A - No relocation
6.
The owner Is not to be left with
an uneconomic remnant that the
acquiring agency did not offer
to acquire, per ", CFR 25.102(k).
6. Compl ied
:rune 1987
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FEDERAL-AID REQUIREMENT CHECKLIST (Continued)
(Reminders)
7. The owner is to be given a
written statement of the amount
offered as just compensation,
and where appropriate, the
...J ;.-1 compensation for real property to
be acquired and the compensation
~~\ for damages, if any, to the
~ >-, remaining real property shall be
~!::! separately stated in the written
-'I
u. <t, statement, per 49 CPR 2'.102(e).
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~ :1:.
ZI- surrender possession before the
;: 0, agreed purchase price has been
z~
~~1 paid or the approved amount of
::>1: compensation has been paid into
g !1\ the court, per 49 CFR 2',I02(j).
o t::~
Ww 9. No lawful occupant shall be
:I:u
~5i required to move unless the
..zl occupant has been given at least
~~j 90 days advance written notice of
i= ~, the earliest date by which the
o ' occupant may be required to move,
Z per 49 CFR 2'.203(c).
10. The rental amount charged ,to
owners and/or terants permitted
to occupy the property sub-
sequent to acquisition must not
exceed the fair rental value
r for such occupancy, per 49 CFR
2,.102(m).
0 II. No action must be taken to
advance condemnation, defer
negotiations or condemnation or
taken any other action coercive
in nature in order to compel an
agreement on the price to be
paid for the property, per
0 49 CFR 2'.102(h).
June 1987
7. Complied
s. Complied
c
(Comments)
9. N/A - No persons displaced.
by this project
10. N / A
II.Complied
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FEDERAL-AID REQUIREMENT CHECKLIST (Continued)
(Reminders) (Comment's) I
z I
<t~
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~t5 12. N/A - No structures
a: acquire an equal interest In all involved
<I:
Wu building::, etc., located upon the
..Jo
Uo real property acquired, per
enw 49 CFR 25.105.
..J 1-
enu. 13. The acquiring agency must pay 13. Complied
-0
~~ recording fees, transfer taxes,
<t- ete.; penalty costs for pre-
a:..J
u.< payment of a pre-exIsting
en::> mortgage and the pro-rata share
_c
:I:--
~~, of real property taxes paid
zt- subsequent to vesting title in the
~O. acquiring agency, per 49 CFR 25.106.
t-l
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::> c;,'
U~ tarily donate his property prior
0-
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Ww recieve just compensation.
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t- i=1
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"ZI rodent control should It be
Wtn
U 5:, necessary.
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\; required to Institute legal pro-
ceedings to prove the fact of the
taking of his real property.
~
~repared by 4//.lj ~
Title (J..,ldiiiir,;"b)m r ~Wuz&l_
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TYPE OF CONSTRUCTION PROJECT:
Widen Existing Facilities,
Channelization, Illumination,
Paving ,
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,0 Stal,e of Washington
l:i CountY of . .Tefferson
o City/Town of
o Other:
FOR THIS SPECIFIC CONSTRUCTION PROJECT:
YES NO
X
X
X
X
;{
X
X
X
X
A. New or additional right of way was acquired.
B. Improvements were acquired.
C. Dwelling units were acquired.
E. Relocation involved on
D. Businesses, farms and nonprofit organizations were acquired.
parcels. (Local Agencies attach List).
F. Improvements remein that need to be removed.
H. The right of way \II~S ecquired:
G. All right of way has been previously certified under earlier projects.
1. Prior to July 1,1971.
2. On or alter July I, 1971.
Remarks: (Explain any variances and reasons therefor.)
Some p.xisting R/lq that is being utilized within the project
was acquired prior to July I, 1971
The additional r.ight-of-way acquired under this project i9 being
c,ertified at th:l.s time.
AUTHORIZED SIGNATURE: ..___
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JEFFERJ~lN COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Engineer
May 18, 1989
ENDORSEMENT
THRU: Robert L. Holcomb
Dist. 3 State Aid
Engineer
W.S.D.O.T.
Olympia, Wa 98504
TO: R.H. Barnard, Chief R/W Agent
I have reviewed and concur in
this R/W Certification
DATE:
TO:
R/W, Supervisor, Dist.
Oak Bay/Flagler Rd. Intersection
CR0738, Fed. Aid No.
RS-P161 (001)
Stan Moon
State Aid Engineer
Dept. of Transportation
Highway Admin. Building
Olympia, Wa. 98504
Dear Sir:
STATEMENT: Right of Way has been acquired in accordance with
current FHWA Directives covering the acquisition of real
property.
I hereby certify that the above referenced rights of way have
been acquired including legal and physical possession.
There are no improvements to be removed or demolished for this
portion of the project.
I further certify that there were no individuals or families
displaced on the above referenced parcels. Therefore, the
provisions of the current FHWA directives covering the relocation
of diBplacees to DS&S housing and availability of adequate
replacement housing are not applicable to the above referenced
parcels.
Dated
1989.
.I~ d- day
of MAx.
at Port
Town~nd, Washington,
this
Sincerely,
~~
Robert G. Nesbitt, P.E.
County Engineer
xc: CR0736, corres, & R/W
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385.9160
Gary A. Rowe, P.E., Director
Rober' G. Nesbitt, P.E., County Engineer
MEMORANDUM
DATE:
Januar>y 26, 1:J09
TO:
file; CRO'73tl, ["ed. Aid No. RS-Plbl
931800604
(001) ,
Parcel No.
FROM:
,SUBJECT:
Engineerr
Benmoor Enterprises
for the
Bruce Laurie, Construction
Increase in fair offer to
above referenced parcel.
During the negotiation pha::le of the right of ilay acquisition on
this parcel, it was pointed out by the property owner that their
ownership included pr>operty that lays outside the original scope
of the title research area that ultimately effected the area of
th e tak e on th i 3 parcel (See let tel" to 1.11'. Robert Hoare, dated
January 18, 1~tl9 for the particulars on the ownership).
The purpose of this memorandum is to explain how the increase in
area, and subsequently the increase in the amount of the fair
offer, was calculated.
The or'iginal area to be acquired for this par'cel Was 0.24'7~
acres, and consisted of Lots 15 and 16 of Block 6 of i.layview
Addition (less the right of way of the North Old Flagler Rrt.) and
those por>tions of the vacated i'1yrtle and t-lagnolia Streets that
attach by operation of law. The ar>ea to be acquired that includes
the portion of the vacated Myrtle and Magnolia Streets that
attacll by operation of law to Lot 9, Block I of dayvlew Addition
i3 0.2614 acres, the difference being 0.0142 acres. The offer and
r'MV as detel'mined by the County Cor all of l3enmoor's original
parcels to be acquired is $11,000.00, with the total area being
0.:;132 acres, or :;;21,434.14 per acre. Taking the per acre value
times the increase in area results in an increase of .jl304.36
(.ji305.00 rounded) in the FMV, for a total revised fair oCfer of
:~11,305.00.
This increase and the reason for it was discussed between Robert
Q, Nesbitt, P.E., County r:ngineer and Heviaw Appraiser for
Jefferson County, and myself resultlng in issuing to Mr. Kenneth
i>ndorf, Contract Hight Of Wuy Agent for' Jefferson County,
instructions to revise the fair offer to Uenmoor Enterprises (see
letter to Nr. l::ndorf, elated January 19, 1989).
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OAr, BA~' ~ FLAGLEr: ReAD INi~RS~Ci!O~1 I~P;;OVE:1Etn - CR073B
RE\JISED
TRliE COST ESTIMATE FOR RIGHT OF ~A( ACQUSlilOH
:!~:1CE:.. NO.
DEseR I?i J GN
ACQUiSITION APPRAISAL HEGGTlATION
COST COST COST
TOTALS
TiTLE
COST
7011:2001 5,12 T29ii RIW G,L.I !5y232.50 t,,15.')0 $435.00 $:15.00 $6,317.50
9(,1121005 5.12 129" F,lW n 11 $805.00 S615.00 t435.('0 H15.l10 S1, 970. 00
~;r. VIEio ADDlTlON
o3~SO(l601 BLK b, LOTS :, '12,650,00 t615.00 $435.00 S1i5.00 $13,815.('0
~O3,6')4 14, j5 t Ib
131600tl~)2 BLK b, LeTS ,-8 ~ 10 ~2,932.5Q W5.00 H35.00 $115.00 14,077.50
))1,7('2 -1: f 8L<: 7 LOTS It2
'318,)(1;(,3 BJ ; , LO;S 3 I 4, S2lv;,).(li) lb15.00 $435.0{, t115.00 E,235.00
70~1 }O7 12 ~~ 13
9318(0;('8 ELK 7 LOTS 14 I 15 f605.00 tb15.00 1435.00 $115.00 $I ,970. 00
"
709
,'318(1)90: BLK 8, LOTS ) ~ 4 5862, :10 lbI5.0(, 1435.00 $115,00 S2,027.50
303
93:5008\,)6 ELK 5, LOTS 5 , : >177.50 IbI5.0(' 143~. 00 1115,0,) 12,W.50
,:UH iSv ILLE
96~('O(lj(,2 BU: , LOH 3 \ 4 H, 15i).~)O 1615. (,0 1435.00 $115.00 12,315.00
-,
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9:b(tOI)~\:ll flU: 4, Lors 1 \ J 11,732.5(' 1615.(,0 14;5.00 fll5.00 12,947.50
9':::~~O(.j)1 U, ;, LOTS I & 2 13.0~7. 5,) $615.'JO t4!5.00 1110.00 H,212.50
i & 8
';,~6)':,,)E;': I :-i.< 0, ,OTS .' & . ~s~. c'~ :,lc.\10 :435.(;0 Sll~,OO I: ,2:0.00
TjTA~S 132,370.00 $7,~50.00 15,:20.00 tl,3ao.00 U6,350.00
;'cf.'ICY rOr::C: $2,bM.OO
STA'E fORCE 11,,)0(I.Ol1
GF.~Nri TOiAL $Si1trIO(i,I)C
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REVIEW APPRAISER'S CERTIFICATE
Project No. CR0738 Project Name Oak Bay/Flagler Intersection Improvement
Parcel No. 966000401
Owner Name
Eugene K. and Sharon L. Pickens
Owner Address 17040 129th S.E.. Renton. WA 98055
The appraisal(s) submitted on this parcel(s) are as follows:
Appraiser
Mosher/Mott
Date 01'
Valuation
10-13-88
Strip Appraisal
Be1'ore
~
A1'ter
~
Just
Compensation
$1,550.00
Allocation
Taking Damages
$1,550.00 -0-
I, the review appraiser, certify to the 1'ollowing:
The above appraisal report(s) have been reviewed by the undersigned and
were found to have followed accepted appraisal principals and techniques in
the valuation of real property in accordance with existing State law.
That the determination of value which is set forth below has been
independently reached based on appraisals and other factual data of record
without collaboration or direction. That I have no direct or indirect
present or contemplated future personal interest in such property or in any
benefi t from the acquisi tion of such ,property thereto except as set 1'orth
below. I further certify that I understand the determination is to be used
in conjunction with a Federal-aid highway project and because of items
compensable under State law, but not eligible for Federal reimbursement,
$ 0 of the approved Just Compensation is ineligible for Federal
reimbursement.
Improvements to be acquired: None
Explaination of variances between reviewer's and appraisal: None
Just Compensation $ 1. 550. 00
Allocated:
Taking $ 1,550.00
Damages $
-0-
.2/ ~v /,9',?1;?-
Date
~~~~--V
Reviewing Appraiser, County
Ccncurrence arxS authorizat.icn:
The Board ot County CoaIn1alI1Clnlm1 ot .7etterecn County does heN 1rd.ic:ate
.its ClClIlCUrrence w1th the above cert.it1c:at1cn arxS doelI author.tze further
acUon by the County Eng1n_1' to proceed accord1ng to establ1ahec!
~ w1th the acqu1111t.icn ot the delI.ignatet! P1~ty.
CXlOH1'Y CP J~
8CWlD CP CXMaSSIONERS
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Date
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REVIEW APPRAISER'S CERTIFICATE
Project No. CR0138 Project Hame Oak BaY/J:o'lagler Intersection Improvement
Parcel No. 966000701
Owner Name Eu~ene K. and Sharon L. Pickens
Owner Address 17040 129th S.E.. Renton. WA 98055
The appraisal(s) submitted on this parcel(s) are as Collows:
Appraiser
Mosher/Matt
Date of'
Valuation
10-13-88
Strip Appraisal
Bef'ore
Value
Af'ter
~
Just
Compensation
$2,650.00
Allocation
Taking Damages
$2,650.00 -0-
I, the review appraiser, certiCy to the f'ollowing:
The above appraisal report(s} have been reviewed by the undersigned and
were f'ound to have f'ollowed accepted appraisal principals and techniques in
the valuation of' real property in accordance with existing State law.
That the determination of' value which is set f'orth below has been
independently reached based on appraisals and other factual data oC record
without collaboration or direction. That I have no direct or indirect
present or contemplated f'uture personal interest in such property or in any
beneCi t f'rom the acquisi tion of such property thereto except as set Corth
below. I further certif'y that I understand the determination is to be used
in conjunction with a Federal-aid highway project and because of' items
compensable under State law, but not eligible Cor Federal reimbursement,
$ 0 of' the approved Just Compensation is ineligible for Federal
reimbursement.
Improvements to be acquired: None
Explaination of variances between reviewer's and appraisal: None
,
Just Compensation $ 2 650.00
Allocated:
Taking $ 2,650.00
-0-
Damages $
.2 / /1& v /9r;:---y-'
Date
~~~R'.#"
lfieviewing Appraiser, County
Coneurrence lInl1l1Uthor.izat.ton:
'lbII Board of County Cc:IIIn.t88.tan81W of Jefff1rfJ01ll OolD\ty does here .tnS.f.cate
.1ts concurrence w.1th the a1:xNe cert.1t.1cat.1on ID'll1 does IIUthor.tze further
acUon by the County EnQ'.1n_r to proclNCS accord.1ng to ~l.1llhed
proc:edures w.1 th the acqu.ts.t t.1on of the delI.tgnatecS property,
ocomy (N J=-If""""'"
BOARD og OCIMISSIONERS
...2 / /kr7/ /9'/%
Date
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REVIEW APPRAISER'S CERTIFICATE
Project No. CR0738 Project Name Oak Bay/Flagler Intersection Improvement
Parcel No. 966000302. 966000303
Owner Name Charles D. and Marie Broders
Owner Address 4503 Old Gardiner Rd.. Port Townsend. WA 98368
The appraisal(s) submitted on this parcel(s) are as follows:
Appraiser
Mosher/Mott
Date of
Valuation
10-13-88
Strip Appraisal
Before
Value
After
~
Just
Compensation
$1.000.00
Allocation
Taking Damages
$1.000.00 -0-
I, the review appraiser, certify to the fOllowing:
The above appraisal report(s) have been reviewed by the undersigned and
were found to have followed accepted appraisal principals and techniques in
the valuation of real property in accordance with existing State law.
That the determination of" value which is set forth below has been
independently reached based on appraisals and other factual data of record
without collaboration or direction. That I have no direct or indirect
present or contemplated future personal interest in such property or in any
benefi t from the acquisition of such ,property thereto except as set forth
below. I further certify that I understand the determination is to be used
in conjunction with a Federal-aid highway project and because of items
compensable under State law, but not eligible for Federal reimbursement,
$ 0 of the approved Just Compensation is ineligible for Federal
reimbursement.
Improvements to be acquired: None
Explaination of variances between reviewer's and appraisal: None
,
Just Compensation $ 1,000.00
Allocated:
Taking $ 1.000.00
-0-
Damages $
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Date
P~~/!#
Reviewing Appraiser, County
CIoncurrence III1l! III1tbor.1zation:
'-'he Board ot County CcmIniae.tClrllllN of 3ettfrrrton County does here 1IId.tcate
.1 tII c:crICUl'l'enCl w.I. th 1:he lIIxIue cert:.1t.tcat.ton III1l! does III1tbor.tze turther
act.ton by the County Eng.tneer to proceed accord.tng to Htabl.tshed
pl"OCIeduNs w.l.th 1:he acqu.tsit.ton ot 1:he daI.tgnated aA........'ly.
CCXJN'1Y aI1 ..=,,~
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REVIEW APPRAISER'S CERTIFICATE
Project No. CR07~8 Project Name Oak Bay/Flagler Intersection Improvement
Parcel No. 901121 U5
Owner Name Charles D. Broders and Marie Broders
Owner Address 4503 Old Gardiner Rd., Port Townsend, WA 98368
The appraisal(s) submitted on this parcel(s) are as follows:
Appraiser
Mosher/Mott
Date of
Valuation
10-13-88
Before After
~ Value
Strip Appraisal.
Just
Compensation
$700.00
Allocation
Taking Damages
$700.00 -0-
I. the review appraiser. certify to the following:
The above appraisal report(s) have been reviewed by the undersigned and
were found to have followed aocepted appraisal principals and techniques in
the valuation of real property in accordance with existing State law.
That the determination of value which is set forth below has been
independently reached based on appraisals and other factual data of record
without collaboration or direction. That I have no direct or indirect
present or contemplated future personal interest in such property or in any
benefi t from the acquisition of such ,property thereto except as set forth
below. I further certify that I understand the determination is to be used
in conjunction with a Federal-aid highway project and because of items
compensable under State law. but not eligible for Federal reimbursement,
$ 0 of the approved Just Compensation is ineligible for Federal
reimbursement.
Improvements to be acquired: None
Explaination of variances between reviewer's and appraisal: None
,
Just Compensation $ 700.00
Allocated:
Taking $ 700.00
Damages $
-0-
~/ ~t/ /9 P'~
Date
~~~
reviewing Appraiser, County
-:
COncurrerIOIt and IlI1t:bor1zation:
'l'be Board of County CC:IIIIIi88ic::tneN of .7effflftl(lft County &:.. here .tnr11cate
i 1:11 CCII1CIU'Z'8IlC with the aJ:x:/uIe C81'tif1cation IInlS doee author.tze further
action by the County Engineer to proceed according to establ.t.ehed
proocedurelI with the acqu.1l1i tion of the designated property.
CDtJNTY ag J~~~
BOARD (JIf CXMaSSION!RS
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REVIEW APPRAISER'S CERTIFICATE
Project No. CR0738 Project Name Oak Bay IFlap:ler Intersection Improvement
Parcel No. 90012200 1 North
Owner Name Charles D. and Marie Broders
Owner Address 4503 Old Gardiner Rd.. Port Townsend. WA 98368
The appraisal(s) submitted on this parcel(s) are as follows:
Appraiser
Mosher/Matt
Date of
Valuation
10-13-88
Before
~
After
Value
Just
Compensation
$3,750.00
Allocation
Takinp: Damap:es
$3,750.00 -0-
Strip Appraisal
I, the review appraiser, certify to the following:
The above appraisal report(s) have been reviewed by the undersigned and
were found to have followed aooepted appraisal prinoipals and teohniques in
the valuation of real property in accordance with existing State law.
That the determination of value which is set forth below has been
indepe~dently reached based on appraisals and other factual data of record
without collaboration or direction. That I have no direct or indirect
present or contemplated future personal interest in such property or in any
benefi t from the acquisition of such ,property thereto except as set forth
below. I further certify that I understand the determination is to be used
in conjunction with a Federal-aid highway project and because of items
compensable under State law, but not eligible for Federal reimbursement,
$ 0 of the approved Just Compensation is ineligible for Federal
reimbursement.
Improvements to be acquired: None
Explaination of variances between reviewer's and appraisal: None
,
Just Compensation $ 3,750.00
Allocated:
Taking $ 3,750.00
Damages $
-0-
.2/ ~-v /?f1'~
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~~
R~viewing Appraiser, County
~ lIOd authorization:
'1'be !loUd at COUnty Cc::IIIm18siClll8'J.W at :s.ttflftlOft COUnty does here .1rId1c:ate
it. ~ w1th 1:bIt a1xI\I'e cer1:1f!lc:aUon IlIIIS doM IlIltbori2e f!urthmo
action by the County Engineer to proceed according to establ1sl'1ol!d
procedu1'eII Hi th the acqu.1l1i ticn ot the designated prql8I'ty.
COONTY ag ,,~..~
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REVIEW APPRAISER'S CERTIFICATE
Project No. CR0738 Project Name Oak Bay/Flagler Intersection Improvement
Parcel No. 901122001 South
Owner Name Charles D. and Marie Broders
Owner Address
4503 Old Gardiner Rd.. Port Townsend. WA 98368
The appraisal(s) submitted on this parcel(s) are as follows:
Appraiser
Mosher/Matt
Date of
Valuation
10-13-88
Before
Value
After
Value
Allocation
Taking Damages
$800.00 -0-
Strip Appraisal
Just
Compensation
$800.00
I, the review appraiser, certify to the following:
The above appraisal report(s) have been reviewed by the undersigned and
were found to have followed accepted appraisal principals and techniques in
the valuation of real property in accordance with existing State law.
That the determination of value which is set forth below has been
independently reached based on appraisals and other factual data of record
without collaboration or direction. That I have no direct or indirect
present or contemplated future personal interest in such property or in any
beneri t from the acquisition of such ,property thereto except as set rorth
below. I further certiry that I understand the determination is to be used
in conjunction with a Federal-aid highway project and because or items
compensable under State law, but not eligible for Federal reimbursement,
$ 0 of the approved Just Compensation is ineligible ror Federal
reimbursement.
Improvements to be acquired: None
Explaination Or variances between reviewer's and appraisal: None
Just Compensation $ BOO 00
Allocated:
Taking $ 800.00
-0-
Damages $
,,:;/ dp /9?'~
Date
~~
Riviewlng Appraiser, County
ooncurrence am author1zat1an:
'l'he Board or CcIun~ Cc:IIIII1e81C11181'l1 or Jertf1rfJOll Cclunty does here 1nl!1cate
i 1:11 CCIrICUI'Z"lmC w:1:th the ab:Jve certification and does author1Dl further
act10n by the County Eng1neer to proceed accord1ng to ntabl1ahed
procedures with the acqu.1s1 ticn or the cSelI1gnatecS ~.
CCUtI1'Y OF JI:JfJfU<::AM
1!OARD OF CCM!ISSICImRS
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REVIEW APPRAISER'S CERTIFICATE
Project No. CR0738 Project Name Oak Bav/FlaRler Intersection Improvement
Parcel No. 966000801. 804
Owner Name Charles D. & Marie Broders
Owner Address 4503 Old Gardiner Rd., Port Townsend, WA 98368
The appraisal(s) submitted on this parcel(s) are as Collows:
Appraiser
Mosher/Mott
Date of
Valuation
10-13-88
Strip Appraisal
BeCore
Value
ACter
Value
Just
Compensation
$50.00
Allocation
Taking DamaRes
. $50.00 -0-
I. the review appraiser. certiCy to the following:
The above appraisal report(s) have been reviewed by the undersigned and
were found to have followed acoepted appraisal prinoipals and techniques in
the valuation of real property in accordance with existing State law.
That the determination oC value which is set forth below has been
independently reached based on appraisals and other factual data of record
without collaboration or direction. That I have no direct or indirect
present or contemplated future personal interest in such property or in any
beneCi t from the acquisition of such ,property thereto except as set Corth
below. I further certify that I understand the determination is to be used
in conjunction with a Federal-aid highway project and because oC items
compensable under State law, but not eligible for Federal reimbursement,
$ 0 of the approved Just Compensation is ineligible for Federal
reimbursement.
Improvements to be acquired: None
Explaination of variances between reviewer's and appraisal: None
Just Compensation $ 50.00
Allocated:
Taking $ 50.00
-0-
Damages $
..? / /!/d (/ ,I j? f? y-
Date
~~~
~eviewing Appraiser. County
Concurrence and authorJzatian:
'l'tle Board of County Cc:IIm1881C1left1 of 3efferean County cSoes here indicate
It111 CCInCIU'l'8I'IC with the abcMt oer1:1flcatlan end dOIlIIl authorize further
action by the Count:y Bngln_r to procaec! according to established
~ with the acqu1l111tlan of the designated pt'Opelli,
CXX>>t1"lor "I:J:~~
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REVIEW APPRAISER'S CERTIFICATE
Project No. CR0738 Project Name Oak Bay/FlaRler Intersection Improvement
Parcel No. 931800801. 802. & 803
Owner Name Jeffery and Hazel Johnson
Owner Address 1906 Aurora Ave. North. Seattle, WA 98109
The appraisal(s) submitted on this parcel(s) are as follows:
Appraiser
Mosher/Mott
Date of
Valuation
10-13-88
Strip Appraisal
Before
Value
After
Value
Just
Compensation
$750.00
All.ocation
Takinp; Damap;es
$750.00 -0-
I, the review appraiser, certify to the foll.owing:
The above appraisal report(s) have been reviewed by the undersigned and
were found to have followed accepted appraisal principal.s and techniques in
the valuation of real property in acco~dance with existing State law.
That the determination of val.ue which is set forth below has been
independently reached based on appraisal.s and other factual. data of record
without col.l.aboration or direction. That I have no direct or indirect
present or contemplated future personal interest in such property or in any
benefi t from the acquisition of such ,property thereto except as set forth
below. I further certify that I understand the determination is to be used
in conjunction with a Federal.-aid highway project and because of items
compensable under State law, but not el.igibl.e for Federal reimbursement,
$ 0 of the approved Just Compensation is ineligibl.e for Federal
reimbursement.
Improvements to be acquired: None
Expl.aination of variances between reviewer's and appraisal: None
Just Compensation $ 750.00
Allocated:
Taking $ 750.00
Damages $
-0-
.1/ H:", /9?'~
Date
~.t6# ~_d'#
'lieviewing Appraiser, County
00Ilcurrence and II\1thar1zatlon:
'1'he Soard of Cclunty Ccam1eeiCllleZW of 3efferrJCJn Cclunty does here 1nd1cate
11:11 ~ with 1:he abcIvw cert1t1catlan IlI'll! does II\1thor.1ze turt:her
action by the County Engineer to proceed according to eatabl1ahec!
procedures with the acqu1eltian of the designated ~"'Ir"".t l)'.
COOH'lY ce J="~
BOARD 01! OCIHISSIONERS
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REVIEW APPRAISER'S CERTIFICATE
Project No. CR0738
Parcel No. 931800708
Project Name Oak Bay/Fla~ler Intersection Improvement
709
Owner Name Rpverl y Bender
Owner Address 999 E. Vallev Blvd. 1/78. Alhambra. CA 91801
The appraisal(s) submitted on this parcel(s) are as Collows:
Appraiser
Mosher/Mo!:!:
Date oC
Valuation
10-13-88
Just
Compensation
$700.00
Allocation
Taking Damages
$700.00 -0-
BeCore
Value
ACter
Value
Strip Appraisal
I, the review appraiser, certify to the Collowing:
The above appraisal report(s) have been reviewed by the undersigned and
were Cound to have Collowed accepted appraisal principals and techniques in
the valuation or real property in accordance with existing State law.
That the determination or value which is set forth below has been
independently reached based on appraisals and other factual data of record
without collaboration or direction. That I have no direct or indirect
present or contemplated future personal interest in such property or in any
beneCi t Crom the acquisition of such .property thereto except as set forth
below. I Curther certiCy that I understand the determination is to be used
in conjunction with a Federal-aid highway project and because oC items
compensable under State law, but not eligible for Federal reimbursement,
$ 0 oC the approved Just Compensation is ineligible for Federal
reimbursement.
Improvements to be acquired: None
Explaination of variances between reviewer's and appraisal: None
,
Just Compensation $ 700.00
Allocated:
Taking $ 700.00
-0-
Damages $
.tI AI'....." / '1 fl ~
Date
~~
eviewing Appraiser, County
Ooncurrence and IlUthor.i2at.tcn:
'l'be Board ot County O::IIIII.ta8.tClWZ'll of 3ettfn'flCft County doelII here .tnd.tcate
.t.u. CCII1oCUrl'lIID w.tth the abcMt cert.tt.tcat.tcn and cSoee IlUthor.tze further
acUon by the County Eng.tneer to proceed accord.tng to eetabl.1shed
pr'OCl!dures w.l th the acqu.tll.t t.tcn ot the dee.tgnated pt~.ty. .
CXXlH'l'Y ag .."'" r """""""
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REVIEW APPRAISER'S CERTIFICATE
Project No. CR0738 Project Name Oak Bav/Flap;ler Intersection Improvement
Parcel No. 931800804. 806. & 807
Owner Name Kenneth and Grace McMillen
Owner Address P.O. Box 265. Hadlock. WA 98339
The appraisal(s) submitted on this parcel(s) are as follows:
Appraiser
Mosher /Mott
Date of
Valuation
10-13-88
Allocation
Takinp: Damages
$850.00 -0-
Before After
Value Value
Strip Appraisal
Just
Compensation
$850.00
I. the review appraiser, certify to the following:
The above appraisal report(s) have been reviewed by the undersigned and
were found to have followed accepted appraisal principals and techniques in
the valuation of real property in accordance with existing State law.
That the determination of value which is set forth below has been
independently reached based on appraisals and other factual data of record
without collaboration or direction. That I have no direct or indirect
present or contemplated future personal interest in such property or in any
beneri t from the acquisition or such ,property thereto except as set t'orth
below. I rurther certify that I understand the determination is to be used
in conjunction with a Federal-aid highway project and because of items
compensable under State law. but not eligible for Federal reimbursement,
$ 0 of the approved Just Compensation is ineligible for Federal
reimbursement.
Improvements to be acquired: None
Explaination or variances between reviewer's and appraisal: None
,
Just Compensation $ $850.00
Allocated:
Taking $ R~n nn
Damages $
-0-
..t / /Vo" / 5' ::;--<;;Y
Date
~?/: ~ L.:#
Heviewing Appraiaer. County
Clorx::urrence end author.tzaticn:
'1'he Board ot CoImty CCmII18sicnere or Jettereon county does here indic:ate
ita ccncurrence with the ebcMt certitic:aticn II1'lIS dol.. authorize further
action by the County Engineer to proceed according to established
~ wi'tlt the acquilliticn ot the designatecS P1'Q1l6L ty.
CIOON'1'Y at! J~
BOARD at! CXMIISSIOH!RS
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REVIEW APPRAISER'S CERTIFICATE
Project Ho. CR0738 Project Name Oak Bay/FlaKler Intersection Improvement
Parcel No. 931800602. 701. 702. and 710
Owner Name Frederick A. and Millicent S. Reid
Owner Address 1919 Newbur" Rd.. Lousville. KY 40205
The appraisal(s) submitted on this parcel(s) are as follows:
Appraiser
Mosher/Mott
Date of'
Valuation
10-13-88
Strip Appraisal
Bef'ore
Value
Af'ter
~
Just
Compensation
$2,550.00
Allocation
TakinK DamaKes
$2,550.00 -0-
I. the review appraiser, certif'y to the follow!ng:
The above appraisal report(s) have been reviewed by the undersigned and
were f'ound to have followed aocepted appraisal principals and techniques in
the valuation of' real property in accordance with existing State law.
That the determination of' value which is set forth below has been
independently reached based on appraisals and other factual data of record
without collaboration or direction. That I have no direct or indirect
present or contemplated f'uture personal interest in such property or in any
benef'i t from the acquisition of' such ,property thereto except as set f'orth
below. I further certify that I understand the determination is to be used
in conjunction with a Federal-aid highway project and because of items
compensable under State law, but not eligible for Federal reimbursement,
$ 0 of' the approved Just Compensation is ineligible f'or Federal
reimbursement.
Improvements to be acquired: None
Explaination of' variances between reviewer's and appraisal: None
,
Just Compensation $ 2,550 00
Allocated:
Taking $ 2,550.00
-0-
Damages $
..11 ~'" /9fi"''ir-
Date
~A~L.d
Reviewing Appraiser. County
CIl:lrlcurrence III'd author.izatian:
'1'he Board ot Caunty Oc:IIIa.i8sicnere ot JettflZ'fJClft Caunty doee bent bldicate
It:11 CCInCI.IrI:'III with the abouoe cert1tlcatian III'd doee authorize further
action by the County Zngin_l' to proceed aCCOrding to eetabl1shec!
~ with the ac:qu1l1itian ot the designatecS pI:~6li.
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REVIEW APPRAISER'S CERTIFICATE
Project No. CR0138 Project Name Oak Bay/Flagler Intersection Improvement
Parcel No. 931800601. 603. 604
Owner Name Robert D. and Joan L. Moore (Benmoore Enterprises)
Owner Address 2277 3 La Paix Grnad Terrace. CA 92324
The appraisal(s) submitted on this parcel(s) are as ~ollows:
Appraiser
Mosher/Mott
Date oC
Valuation
10-13-88
Allocation
Taking Damages
$11,000 -0-
Before
Value
$13,250
Af'ter
Value
$2,250
Just
Compensation
$11,000
I. the review appraiser. certiCy to the following:
The above appraisal report(s) have been reviewed by the undersigned and
were Cound to have followed accepted appraisal principals and techniques in
the valuation of real property in accordance with existing State law.
That the determination of' value which is set f'orth below has been
independently reached based on appraisals and other factual data of record
without collaboration or direction. That I have no direct or indirect
present or oontemplated Cuture personal interest in such property or in any
beneCi t from the acquisition of such ,property thereto except as set Corth
below. I Curther certify that I understand the determination is to be used
in conjunction with a Federal-aid highway project and because of items
compensable under State law. but not eligible ~or Federal reimbursement.
$ 0 of the approved Just Compensation is ineligible Cor Federal
reimbursement.
Improvements to be acquired: None
Explaination of variances between reviewer's and appraisal: None
,
Just Compensation $ 11 ,000.00
Allocated:
Taking $ 11,000.00
Damages $ 0.00
.R/ fft:>U /9rrr
Date
LLY-d~.L~
Reviewing Appraiser. County
Cr::incUrrence end author1zat.1cn:
'l't1a Board at CClunty Cc:IIIIII18s.1oneN at Jettereon COUnty c!Ioes here .tnd.1cate
.1 tit c:cncurrence tf.1 th the abcMt cert.1t.1cat.1cn and .so. authodze further
acUon by the county Eng.1n_r to proceed accord.1ng to establ.tshed
pr'ClCIflC!ures tf.1t:h the ecqu.111.1t.1cn at the dea.1gnated Plope:k li.
COON'1Y Of! JU~~
BOARD Of! CXIoMISSIONERS
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REVIEW APPRAISER'S CERTIFICATE
Project No. CR0738 Project Name Oak Bay/Flagler Intersection Improvement
Parcel No. 931800703. 704. 705. 706. & 707
Owner Name John R. and Jeanne B. Hansen
Owner Address 310 Alcohol Loa!> Rd.. P.O. Box 386. Hadlock. WA98339
The appraisal(s) submitted on this parcel(s) are as follows:
Appraiser
Mosher/Matt
Date of
Valuation
10-13-88
Strip Appraisal
Before
Value
After
Value
Just
Compensation
$1,800.00
Allocation
Taking Damages
$l,800.qO -0-
I, the review appraiser, certify to the following:
The above appraisal report(s) have been reviewed by the undersigned and
were found to have followed aooepted appraisal prinoipals and techniques in
the valuation of real property in accordance with existing State law.
That the determination of value which is set forth below has been
independently reaohed based on appraisals and other faotual data of reoord
without collaboration or direction. That I have no direot or indirect
present or oontemplated future personal interest in such property or in any
benefi t from the acquisition of suoh ,property thereto except as set forth
below. I further certify that I understand the determination is to be used
in conjunction with a Federal-aid highway project and because of items
compensable under State law, but not eligible for Federal reimbursement,
$ 0 of the approved Just Compensation is ineligible for Federal
reimbursement.
Improvements to be acquired: None
Explaination of variances between reviewer's and appraisal:None
,
Just Compensation $ 1,800.00
Allocated:
Taking $ 1,800.00
-0-
Damages $
..? / /f/f. d
Date
~~
Reviewing Appraiser, County
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Ccrlcurrence and IlI1thor1zat1C1l:
'l'be Bc:lllrl1 ot Caunty CcIIIn18e1C1l'le1"8 ot JottltNCln Caunty dceIJ here 1nd1eato
11:8 concurrence with the ~ cert1t1cat1cn and dceIJ autbor.1zle turther
acUon by the COUnty Eng1n_r to proceed accord1ng to Htabl.1ahed
~ with the acqu1111t1C1l ot the des1gnaUc5 ~Li.
ClXm1Y em oJr:.J!" r:.no:AJfl
BOARD OP CCM!ISSIamRS
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FIELD SERVICE,INC.
POST O'''CI BOX 25Zn
PHONIr. AC ~GS 521.5171
CKLAHOMACITY,Ot(n12S
.3811 Seallle First Building
Seattle. Washington 9815"
Telephone 206-624-6565
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COATES FIELD SERVICE, INC. has maintained offices in
Washington State since 1966. The company has an extensive list
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of successfully completed projects in the State.
Coates has complet~d numerous projects in the Northwest
during the past five years. These include acquisition and
relocation for the West Seattle FreewaY7 three projects for
Snohomish CountY7 three projects for the City of Everett7 City of
Fife7 Mountlake Terrace7 Burlington and Clark County.
Administration of all Coates projects in the area is by
Wallace L. Clark, SR/WA, Western Area Vice-President. Mr. Clark
has been in the right of way field since 1952 as a negotiator,
field appraiser, supervisor, project manager and consultant.
Coates Field Service is a national company with a strong
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local ident i ty.
It was founded in 1950 for the purpose of
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supplying right of way acquisition services to counties, cities,
utilities and Government agencies. The first company of its
kind, Coates is now recognized throughout the industry as the
original third party land and right of way consultant. Our
carefully developed reputation for integrity and dependability
has given us access to top quality personnel, and the depth to
staff and administer many projects simultaneously.
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REFERENCES
Snohomish County
Paul Kavadas
Right of Way Supervisor
259-1203
City of Everett
Craig Fullerton
Real Property Manager
259-8811
Clark County
Lowell Weiss
Property Manager
699-2334
Mountlake Terrace
Mary Davis
Assistant City Engineer
776-1161
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COATES PIUD SERVICE. INC, 381ft SEAI'I"IT DUIL.DING . SEATTLE. WI\ OUID..
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Department
Jefferson County Court House
Port Townsend, Washington 98368
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OUR ORDER NO.
MORTGAGOR
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*FIRST*
SUPPLEMENTAL TITLE REPORT
TO LIMITED LIABILITY CERTIFICATE
The following matters affect the property covered by thl. order,
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D Deed dated and recorded os file No.
D Contract dated and recorded os file No.
D Mortgage doled and recorded as file No.
D Deed of Trust dated and recorded as file No.
D
D Paragraph I s I No. of our preliminary commitment Is eliminated.
D The polley Is being Issued In accordance with your Instructions.
o Our inspection of the premises on discloses:
X Parcel G of the legal description has been amended as follows 1
Parcel G:
Lots 3 and 4, Block 8, Bay View Addition to Hadlock, as per plat recorded
in Volume 2 of Plats, page 47, records of Jefferson County, Washingtonl
EXCEPT county road right of way as conveyed by instrument recorded
under Auditor's File No. 155398.
X Parcel H of the legal description has been amended as follows 1
Parcel 11:
Lots 5 and 6, Block 8, Bay View Addition to lIadlock, as per plat recorded
in Volume 2 of Plats, page 47, records of Jefferson County, Washingtonl
EXCEP'r county road right of way as conveyed by instrument recorded under
Auditor's File No. 155498.
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All situate in the County of Jefferson, State of Washington.
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~ Except as to Ihe matters reported hereinabove, Ihe title 10 the property covered by Ihls order has NOT been reexomlned.
D There has been no change In the title to the property covered by thl. order .Ince _____.
EXCEPT the motters noted hereinabove. (dnl. or rnll'n~o")
Dated a. of
September 26, 1988
at 0,00 A,M.
TRANSAMERICA TITLE INSURANCE CO,
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*LIMITED LIABILITY CERTIFICATE*
Jefferson County Engineers Department
Jefferson County Court House
Port Townsend, Washington 98368
Order No.:
Charge:
Tax:
TOTAL:
R-31734
$350.00
27.30
$377.30
This is a report as of July 27, 1988, at 8:00 a.m., covering the
property hereinafter described. The information contained herein
is made solely for the purpose of determining the status of the
property described herein, is restricted to the use of the
addressee, and is not to be used as a basis for closing any
transaction affecting title to said property. Liab1ity is
limited to the charge made for this certificate.
DESCRIPTION:
Parcel A:
Lots 3 to 5 and 12, Block 7, Bay View Addition to Had1ocle, as per
plat recorded in Volume 2 of Plats, page 47, records of Jefferson
County, Washington;
EXCEPT County Road right-of-way as conveyed by deed recorded
under Auditor's File No. 155397.
Parcel B:
Lots 6 to 13 inclusive, Block 6 and Lot 2, Block 7, of Bay View
Addition to Hadlock, as per plat recorded in Volume 2 of Plats,
page 47, records of Jefferson County, Washington;
EXCEPT county road right-of-way, as conveyed by deeds recorded
under Auditor's File Nos. 155397 and 207954.
Legal Description continued
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R-31734
Legal Description Continued
Page 2
Parcel C:
That portion of Lots 6, 7 and a, Block a of Kuhnsville, as per
plat recorded in Volume 1 of Plats, page 35, records of Jefferson
County, Washington, lying Easterly of old county road,
EXCEPT that portion thereof conveyed to Jefferson County for
county road by deed dated February 17, 1971, and recorded under
Auditor's File No. 207954, records of Jefferson County,
Washington.
Parcel D:
Lots 1 and a, Block 4; Lots 1, 2, 7 and a, Block 7, Kuhnsville,
as per plat recorded in Volume 1 of Plats, page 35, records of
Jefferson County, Washington;
EXCEPT county road right-of-way, as conveyed by deed recorded
under Auditor's File No. 155403.
Parcel E:
Lots 3 and 4, Block 3, and Lot 3, Block a, Kuhnsville, as per
plat recorded in Volume 1 of Plats, page 35, records of Jefferson
County, Washington;
EXCEPT county road right-of-way, as conveyed by deeds recorded
under Auditor's File Nos. 155397 and 303994.
Parcel F:
The East 500 feet of the South 800 feet of Government Lot 1,
Section 12, Township 29 North, Range 1 West, W.M., in Jefferson
County, Washington;
EXCEPT Oak Bay County Road right-of-way,
Jefferson county Engineer's Office;
as disclosed by
EXCEPT county road right-of-way,
under Auditor's File No. 303994.
as conveyed by deed recorded
Legal Description continued
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R-31734
Legal Description continued
Page 3
Parcel G:
Lot 3, Block 8, Bay
recorded in Volume
County, Washington.
View
2 of
Addition to Hadlock, as per plat
Plats, page 47, records of Jefferson
Parcel H:
Lots 4, 5 and 6, Block 8, Bay View Addition to Hadlock, as per
plat recorded in Volume 2 of plats, page 47, records of Jefferson
County, Washington;
EXCEPT county road right of way as conveyed by instrument
recorded under Auditor's File No. 155398.
Parcel I:
Lots 14 and 15, Block 7, Bay View Addition to Hadlock, as per
plat recorded in Volume 2 of Plats, page 47, records of Jefferson
County, Washington.
EXCEPT county road right of way, as conveyed by instrument
recor.ded under Auditor's File No. 155477.
Parcel J:
Lot 1. Block 7, Bay
recorded in Volume
County, Washington.
View
2 of
Addition to Hadlock, as per plat
Plats. page 47, records of Jefferson
All situate in the County of Jefferson, State of Washington,
End of Legal Description
continued
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R-3l734
continued
Page 4
VESTED IN:
JOHN R. HANSEN and JEANNE B. HANSEN, husband and wife, as to
Parcel A, FREDERICK A. REID and MILLICENT S. REID, husband and
wife, as to Parcel B, JEFFERSON COUNTY, a municipal corporation,
as to Parcel C, EUGENE K. PICKENS and SHARON L. PICKENS, husband
and wife, as to Parcel D, CHARLES D. BRODERS and MARIE BRODERS,
husband and wife, as to Parcels E and F; JEFFREY JOHNSON and
HAZEL JOHNSON, husband and wife, as to Parcel G; KENNETH I.
MCMILLEN and GRACE MCMILLEN, husband and wife, as to Parcel H;
BEVERLY A. BENDER, as her separate estate, as to Parcel I,
FREDERICK A. REID, and MILLICENT S. REID, husband and wife, as to
Parcel J.
EXCEPTIONS:
1. Real Estate Tax, the amounts in which have not been searched.
2.
DEED OF TRUST AND
Grantor:
THE TERMS AND CONDITIONS THEREOF:
John R. Hansen and Jeanne B. Hansen,
husband and wife.
Jefferson Title Company, Inc.
Seattle First National Bank,
Relationship Banking Branch, a national
banking association.
$250,000.00
October 17, 1986
November 24, 1986
304353
Parcels A and other property.
Trustee:
Beneficiary:
Original Amount:
Dated:
Recorded:
Recording No.:
Affects:
3. LIEN:
Claimed By:
Harold J. Nesland Architect, dba
The Nesland Associates.
John R. Hansen and Jeanne B.
Hansen, husband and wife.
Maps, plsns and specifications~
$45,438.20
July 30, 1987
309477
Parcel A and other property
Against:
For:
In Amount Of:
Recorded:
Recording No.:
Affects:
Exceptions continued
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R-31734
Exceptions continued
4.
LIEN:
Claimed By:
Against:
For:
In Amount Of:
Recorded:
Recording No.:
Affects:
5.
Pending case for an
Plaintiff:
Defendants:
Superior Court
Cause No.:
Affects:
Page 5
Harold J. Nesland Architect,
dba, The Nesland Associates.
John R. Hansen and Jeanne B.
Hansen, husband and wife.
Maps, plans and specifications.
$45,438.20
July 30, 1987
309478
Parcel A and other property
action to foreclose on labor liens:
Harold J. Nesland, dba
The Nesland Associates
John R. Hansen and Jeanne B. Hansen,
husband and wife, individually and
the marital community comprosed thereof;
Basil Gaze and Dorothy Gaze, husband
and wife, individually and the marital
community comprised thereof; Seattle
First National Bank, a WaShington
Banking corporation; Jefferson County
Public Utility District No.1, a
municipal corporation.
Lis Pendens in Jefferson County, filed March 30, 1988,
under Auditor's File No. 313732.
88 2 00081 5
Parcel A and other property
6. LIEN:
Claimed By:
Against:
For:
In Amount Of:
Rocorded:
Recording No.:
Affects:
Exceptions continued
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Dawn Electric, Inc.
John R. and Jeanne Hansen
Labor, furniShing material or
supplying equipment.
$27,238.99 at 12% interest
October 8, 1987
310757
Parcel A and other proporty
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R-31734
Exceptions continued
7.
DEED OF TRUST AND
Grantor:
Trustee:
Beneficiary:
Original Amount:
Dated:
Recorded:
Recording No.:
Affects:
8.
EASEMENT AND THE
Grantee:
Purpose:
Area Affected:
Recorded:
Recording No.:
Page 6
THE TERMS AND CONDITIONS THEREOF:
John R. 'Hansen and Jeanne B.
Hansen, husband and wife.
Jefferson Title Company, Inc., a
corporation
Reinhold F. Bergstrom and patricia
Ann Bergstrom.
$100,000.00
May 24, 1988
June 14, 1988
315151
Parcel A and other property.
TERMS AND CONDITIONS THEREOF:
Jefferson County
Right of way
Parcel F
June 7, 1972
213565
NOTE 1:
Right to make necessary slopes for cuts or fills upon
property herein described as granted to Jefferson County,
by deed recorded under Recording Nos. 155403, 155397, 155398,
155477 and 207954. Affects Parcels A, B, C, D, H, and I.
End of Exceptions
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*LIMITED LIABILITY CERTIFICATE*
Jefferson County Public Works
County Court House
Port Townsend, Washington 98368
Attn: Audrey or Bruce
Order No.:
Charge:
Ta:t:
Total:
R-Jl..J15
S2UO.UQ
15.CO
$215.60
This is a report as of January 12, 1988, a~ 8:uO a.m.. covering
the property hereinafter described. The information contained
herein is made solely for the purpose of determing the ~tatus of
the property described herein, is restricted to the use of the
addressee, and is not to be used as a basi~ fer ~lccing any
transaction affecting title to said property. Liab1lity is
limited to the charge made for this certificate.
DESCRIPTION:
Parcel A:
That portion
Northwest 1/4
North, Range
follows:
of the East 1/2 of the Nerth"e~t 1/4 ot the
of the Northeast 1/4 of Section L:. 'l'e~m::hip 29
1 West, W.M., in Jefferson County, describod as
Beginning at the Southeast corner of the above described parcel.
of land, and running thence West 300 feet;
thence North 132 feet;
thence East 300 feet;
thence South 132 feet to the pLace of begin~ing; said tract
being designated on the County Assessor's Plot and Description
Book as Tax Nos. 10 and 11, in said Section 12:
EXCEPTING FROM the above described real property, r~ghts ot Hay
for the electric transmission line of the puget So~nct rower and
Light Company, the right of way for the water Line of tho City of
Port Townsend and right of way for the Oak ~aY-Hordland Road,
Secondary Road Project No. D-19, Jefferson County, Nachington.
Legal uooeription Continued
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Limited Liability Certificate
R-3~375
Jefferson County PUblic Works
Page 2
Legal Description Continued
Parcel B:
Lots 1 through 5, inclusive~ and Lots 14 through 16, inclusive,
Block 6, of Bay View Addition to Hadlock, as per plat recorded in
Volume 2 of Plats, page. 47, records of Jefferson County,
Washington;
TOGETHER WITH that portion of vacated Myrtle Street and MagnOlia
Street, which would attach by operation of law;
EXCEPT county road rights of way.
All situate in the County of Jefferson, State of Washington.
i .
VESTED IN:
CHARLES D. BRODERS and MARIE BRODERS, husband and wife, as to
Parcel A~
BENMOORE ENTERPRISES, ROBERT D. MOORE and JOAN L. MOORE, trustees
for BENMOORE ENTERPRISES TRUST ORGANIZATION, as to Parcel B.
EXCEPTIONS:
1. General taxes, as follows, together with interest, ponalty
and statutory foreclosure costs, if any, after deli~quency:
Tax Account No. Year Amt. Billed Amt. Paid PrinciDal Ba!.
#901 121 005 1988 $51.97 -0- $51.97
#931 800 601 1988 $25.98 -0- $25.98
#931 800 603 1988 $ .52 -o- S .52
#931 800 604 1988 $18.71 -0- $18.71 I
0 0
Continued
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Limited Liability Certificate
R-31375
Jefferson County Public Works
Page 3
Continued
2. Right granted to Jefferson County to construct and
maintain necessary cut and fill slopes, culverts,
special ditches. and appurtenances where the same
may extend beyond the limits of land conveyed for
road by deeds dated February 17, 1971, and September 17.
1957, and recorded under Auditor's File Nos. 207954 and
155397, respectively. Affects, Parcel B.
T<(;j:r~
Jane W. Swanson, Title Officer
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*LIMITED LIABILITY CERTIFICATE*
Jefferson County Engineers Department
Jefferson County Court House
Port Townsend, Washington 98368
Order No.:
Charge:
Tax:
TOTAL:
R-31734
$350.00
27.30
$377.30
This is a report as of May 4, 1988, at 8:00 a.m.. covering the
property hereinafter described. The information contained herein
is made so1e1y for the purpose of determining the status of the
property described herein, is restricted to the use of the
addressee, and is not to be used as a basis for c10sing any
transaction affecting tit1e to said property. Liablity is
limited to the charge made for this certificate.
DESCRIPTION:
Parcel A:
Lots 3 to 5 and 12, Block 7. Bay View Addition to Had1ock, as per
plat recorded in Volume 2 of Plats, page 47, records of Jefferson
County, Washington;
EXCEPT County Road right-of-way as conveyed by deed recorded
under Auditor's File No. 155397.
Parcel B:
I
Lots 6 to 13 inclusive, Block 6 and Lot 2, Block 7, of Bay View
Addition to Hadlock, as per plat recorded in Volume 2 of Plats,
page 47. records of Jefferson County, Washington;
EXCEPT county road right-Of-way, as conveyed by deeds recorded
under Auditor's File Nos. 155397 and 207954.
Legal Description continued
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R-31734
Lega1 Description Continued
Page 2
Parce1 C:
That portion of Lots 6, 7 and 8, B10ck 8 of KUhnsvi11e, as per
p1at recorded in Vo1ume 1 of P1ats, page 35, records of Jefferson
County, Washington, lying Easter1y of o1d county road,
EXCEPT that portion thereof conveyed to Jefferson County for
county road by deed dated February 17, 1971, and recorded under
Auditor's File No. 207954, records of Jefferson County,
Washington.
Parce1 D:
Lots 1 and 8, Block 4; Lots 1, 2, 7 and 8, B10ck 7, KUhnsvi1le,
as per plat recorded in Vo1ume 1 of P1ats, page 35, records of
Jefferson County, Washington;
EXCEPT county road right-of-way, as conveyed by deed recorded
under Auditor's Fi1e No. 155403.
Parce1 E:
Lots 3 and 4, Block 3, KUhnsvi1le, as per p1at recorded in Vo1ume
1 of P1ats, page 35, records of Jefferson County, Washington;
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EXCEPT county road right-of-way, as conveyed by deeds recorded
under Auditor's Fi1e Nos. 155397 and 303994.
Lega1 Description continued
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R-311734
Legal Description continued
Page 3
Parcel F:
The East 500 feet of the South 800
Section 12, Township 29 North, Range
County, Washington;
feet of
1 West,
Government Lot 1,
W.M., in Jefferson
EXCEPT Oak Bay County Road right-of-way, as disclosed by
Jefferson County Engineer's Office;
EXCEPT county road right-of-way, as conveyed by deed recorded
under Auditor's File No. 303994.
All situate in the County of Jefferson, State of Washington,
End of Legal Description
VESTED IN:
JOHN R. HANSEN and JEANNE B. HANSEN, husband and wife, as to
Parcel A; FREDERICK A. REID and MILLICENT S. REID. husband and
wife, as to Parcel B; JEFFERSON COUNTY, a municipal corporation.
as to Parcel C; EUGENE K. PICKENS and SHARON L. PICKENS. husband
and wife, as to Parcel D; CHARLES D. BRODERS and MARIE BRODERS,
husband and wife, as to Parcels E and F.
EXCEPTIONS:
1. Real Estate Tax, the amounts in which have not been searched.
Exceptions continued
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R-31734
Exception~ continued
2.
DEED OF TRUST AND
Grantor:
Trustee:
Beneficiary:
Origina1 Amount:
Dated:
Recorded:
Recording No.:
Affects:
3. LIEN:
C1aimed By:
Against:
For:
In Amount Of:
Recorded:
Recording No. :
Affects:
4. LIEN:
C1aimed By:
Against:
For:
In Amount Of:
Recorded:
Recording No. :
Affects:
Exceptions continued
Page 4
THE TERMS AND CONDITIONS THEREOF:
John R. Hansen and Jeanne B. Hansen,
husband and wife.
Jefferson Tit1e Company, Inc.
Seatt1e First Nationa1 Bank,
Relationship Banking Branch, a nationa1
banking association.
$250,000.00
October 17, 1986
November 24, 1986
304353
Parcels A and other property.
Harold J. Nesland Architect, dba
The Nes1and Associates.
John R. Hansen and Jeanne B.
Hansen, husband and wife.
Maps, plans and specifications~
$45,438.20
July 30, 1987
309477
Parcel A and other property
Haro1d J. Nesland Architect,
dba, The Nes1and Associates.
John R. Hansen and Jeanne B.
Hansen, husband and wife.
Maps, plans and specifications.
$45,438.20
July 30, 1987
3094711
Parcel A and other property
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R-3l734
Exceptions continued
Page 5
5. Pending case for an action to foreclose on labor liens:
Plaintiff: Harold J. Nesland, dba
The Nesland Associates
Defendants: John R. Hansen and Jeanne B. Hansen,
husband and wife, individually and
the marital community comprosed thereof;
Basil Gaze and Dorothy Gaze, husband
and wife, individually and the marital
community comprised thereof; Seattle
First National Bank, a Washington
Banking corporation; Jefferson County
Public Utility District No.1, a
municipal corporation.
Superior Court
Cause No.:
Affects:
Lis Pendens in Jefferson County, filed March 30, 1988,
under Auditor's File No. 313732.
88 2 00081 5
Parcel A and other property
6. LIEN:
Claimed By:
Against:
For:
In Amount Of:
Recorded:
Recording No.:
Affects:
7.
EASEMENT AND THE
Grantee:
Purpose:
Area Affected:
Recorded:
Recording No.:
Exceptions continued
Dawn Electric, Inc.
John R. and Jeanne Hansen
Labor, furnishing material or
supplying equipment.
$27,238.99 at 12% interest
October 8, 1987
310757
Parcel A and other property
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TERMS AND CONDITIONS
Jefferson County
Right of way
Parcel F
June 7, 1972
213565
THEREOF:
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R-31734
Exceptions continued
Page 6
NOTE 1:
Right to make necessary slopes for cuts or fills upon
property herein described as granted to Jefferson County,
by deed recorded under Recording Nos. 155403, 155397,
and 207954. Affects Parcels A, B, C and D.
End of Exceptions
Jefferson Title Escrow
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By: John C. Nesset, Title Officer
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FEE APPRAISER SELECTION
FOR
OAK BAY/FLAGLER RDS. INTERSECTION IMPROVEMENT
CR0738. FED. AID NO. RS-P161
1. REASON FOR SELECTING FEE APPRAISER:
Appraisal work cannot be performed with staff personnel
because Public Works has no qualified appraiser on
board.
2. SELECTION PROCESS:
A. Local Process: This work is considered a
professional service with selections made from the
'Ii.S.D.O.T. approved fee appraisers list based on
qualifications, experience, and proximity to the
project.
B. r'ederal Process: Small purchase procedures for
amount3 under $10,000.00.
The following individuals where selected for consideration for
this project:
Name & Address
Comments
/l.A. Stllar't,Ht~
101 Farnsworth Pl.
Gardiner, WA 9B3B2
(206) "('-)7-7755
Could not locRte this
Person. Not at Phone #
or at address given.
J. Randolf Mosher, MAl
4110 Kitsap Way, Suite 202
Bremerton, WA 98312
(206) 479-2332
Richards and Assoc.
Gary D, Lyman, MAl
4110 Kltsop Way, Suite 202
Br~merton , WA 98312
(206) '179-2332
Richards and Assoc.
John II. Siebenbaum
706 Calhoun St.
Port Townsend, WA 9B36U
(20ll) 3b5-3111111
No longer doing Fee
Appraisals
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I recommend that J. Randolf Hosher, MAL of Richards and
Associates of Bremerton be selected to perform the appraisal on
this project because of qualifications and ability to perform the
work in a timely manner.
Submitted:
Approved:
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~obert G. Nesb tt, P.E.,
o/fh~
Count'y ~gWineer
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.L~H~TED L~AB~LITY CERT~F~CATE*
Jefferson County Engineers Department
Jefferson County Court House
Port Townsend, Washington 98368
Order No.:
Charge:
Tax:
TOTAL:
O~ ~ ~ ~~
ca{lf7 $ 1r 5~/. Z/ /
This is a report as of 'Hay 4, 1988, at 8:00 a.m., covering the
property hereinafter described. The information contained herein
is made solely ~or the purpose of determining the status of the
property described herein, is restricted to the use of the
addressee, and is not to be used as a basis for closing any
transaction affecting title to said property. Liablity is
limited to the charge made for this certi~icate.
R-31734
$350.00
27.30
$377.30
DESCRIPTION:
Parcel A:
Lots 3 to 5 and 12, Block 7, Bay View Addition to Hadlock, as per
plat recorded in Volume 2 of Plats, page 47, records of Jefferson
County, Washington;
EXCEPT County Road right-Of-way as conveyed by deed recorded
under Auditor's File No. 155397.
Parcel B:
Lots 6 to 13 inclusive, Block 6 and Lot 2, Block 7, of Bay View
Addition to Hadlock, as per plat recorded in Volume 2 of Plats,
page 47, records of Jefferson County, Washington:
EXCEPT county road right-Of-way, as conveyed by deeds recorded
under Auditor's File Nos. 155397 and 207954.
Legal Description continued
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1-22
SIlCTJO. 1-22
'ILJIG 0' PIlRSO.AL SERYICE COITRACTS
1-22.1
ROLIIS
i. ~n accordance with the xeter.ace cited in Section 1-3.228, the folloving
tfpe& of personal ser'ice contract_ are filed with thE Office of progra.
PlallD1.Dg and Plscel "aDAge.ent (OPPSl'f1) and tbe Legislatiye 8udge1'. co..ittee:
1. All contracts for _bateyer Fur~o&e wherein the contract fee is
'2,500.00 or .ore.
2. 111 contracts and re,1810D8 ~hereto wherein because of t~e
r.wi.loaCe) tbe total tee is '2,500.00 or aore. In this case, both the
original contract and tbe r891&10D(8) tbereto are filed.
B. 1 personsl servlce contract 1s 4eflne4 as aD agree.eDt.with an
lndependent CQDtra~or for tbe reD4eriD9 of personal ferYlces to the state.
'ereonal serYices for ~he88 parFo.es ...ns:
1. An 1D41Y14u&1 or organiza~1oD perfor.lng a specific study, project
or ~ask where ~be criteria for pexforlance is deFendent upon the
professional and ~echDical experti.e of the indiYidual or organization.
4. Iadlwidu&l. Dot pertor.lDg a apecitic study, project or tast but who
ara r.~aiD.d OD . contract baai. because of tbe in4iY14ual's particular
expert.i.e.
J. Those contract..let for & Ip.clflc study, projoct or task that are
Dot Dora.lly bandled through an open coapetltiY8 bidding process due to
the particular prof...ioaal or technical experti8e required.
~. A per.oDal .er.icee contract sbould regaire specific professional or
technical expertise to accoapli8b a wort state.ont tbat in deflnod in
teras ~hat an~lclpate tbe readeriug ot aD oFinion, judg.eDt or
reoo..endatica, aDd 1s to be acco.pli.bed within a given tiae fr.ae.
c. ContrActs are filad with oPPt,n and the Legis1atl.. Budgat Coaaittee at
least ten day. prior to tbe tia. "ork ia to co..once thereunder. An
addLtioDal fiye da18 is reguited bJ tbe Depart.snt for signatures,
traDsalttAl, aDd r8turu of tiling fer.a.
D. Tbe Depart.eD~ official or ..ployee rea~onBible tor failure to file said
contract as apacified in cabo.. is aubject to a ci.i1 pana1ty of S300.
!. %be following clause i8 inserted into all feraonal service contracts aDd
re.~.~DDa to such contracts:
-It is underatood and agreed that (the contractoe) vill not eo.aone. vork
under tbis ccntract/raYleion antll a co..eDe..ont date is providod to
(bia) by tbo Depart..nt of Higb.aya. Bi111ng for any oar. ice pprtor.p~
prior to ..id ce...neer-ant date .111 not be honored."
r. II a contract reyiaion Gatends tbe due date of an "already f11.d eontr_et,
DO worA aay be pertor..d between tb. due date of the cr1ginal contract ~nd 'h~
CO..IDce.ont dato of the contract r.,lelon. Hence, the n.04 for axtonaion at
4ue d&~e abould be .ad. kno~n at the earli.at ~raetlcabl. da~..
1-22.~
PROCIDUUS
A.
Tbe Diatrict BIB sup.rviaot (or bls dealgnoell
1. upon receipt of any propo.e~ contract at contract re,i.ion requlrin9
tiling with OPP"" (Sec. 1-22.1 aboyel, preperea a J.tter of tra..a"ttal
luaic'l the IDC, flUY 'ora 700-0081 .hleh iroc1u~e.'
4, A full explanation of the aec.s.ity fot the'contract and why
the work cannot be eccoap1iah.~ by atetf.
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1-2Z.2
FILIBG OP PBRSOBaL SERVICE CORTRaCTS
b. A list of the FerBoDs/firas who were considered for ~h.
contcact and why the particolar ODe vas cbosen.
c. pundinq infocaat!oD. including: source (e.g.. ftotor Yehlel.
r~nd, FHWA, Port Di8tric~), aDd the percentage to be paid br each.
~. Transaits the original aDd tbe reguired nn.ber of copies of the
CODtt4Ct togEther with tbe tran..ittal letter to the Chief RIM AgeDt at
Least 15 days prior to the co..ence.ent of work thereunder. The r.gaited
Auaber copies will yacJ with the sarYlce contracted for as specifle4 1n
various sections of this "anual. In a44itioD, two copies .uat be
turaisbed for filing with OPP~fft and the Legislatiye Budget Co.ait~ee.
J. Cbecks invoices ~o assqre ~hat no tiae prior to ~he approved
co..soce.eat date has beeD cha~9.4, and, apoD apFcoya1, prepares and
trans.its vouchers to the Cbief B/M .gen~.
B. The Chief R/M agent (or his designee):
1. Bevlews the data FAckage (.~ above).
~. PrE Fares the Personal Service. Coatract Piling Pace Sheet (rora SF
.10) .
J. Obtains the signature of the lS8i8tan~ Director for Highway
~QYelcp.ent on the piling race She.~.
ij. Sub.its one cop, each of the co.pl.~ed data packag. to OPPt,8 and
tbe La91s1a~iYe Budget Co..l~t.e.
5. Upon receipt at tbe co...nc...nt date tro. OPP&Pft, notifies the
District R/M supervisor (or his designee) by telephone.
b. st..pa the co...nc...nt date oD all copie. ot the contract aDd a.nds
~he required nu.ber of copies to the District B/M Supervisor.
7. Checks invoices or 'ouchers to os.ur. tbat DO ti.. h.. be.n charged
which is ,ricr to the co..tnce..nt date.
d. porva~ds appcoved lDwalces/1oucb.ca ~o ~h. ,iD.nce Officer witb a
reco...ndaticn for pay..nt.
'lI. . Returas to the 01sts:lct. 81M Super'isor 811 contracts which are not
received 00 B tl.elr basis aad all yauchers for ~i.e prior to the
approved com.enceeent date togetber .1th en IOC (UMI Pore 700-008)
wKplaioin9 the toascns fcr nonacceptance.
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Io .. e.er~ency si~uatioo. tbe follc.iog Frocedur.s .ey be esployed 00 aD
ind~,.d~41 caso baeis:
A. ~.e District R/M supervisor lor his desigooe).
I. ~rocuds.. speclUod io soctioo 1-22.2&lah"ve).
l. Adds th~ r.ollovlng lafor..tion to ~h. 1.tt.~ of tran..lttalr
4. the 1I"tur" of tbe ...rg.ncf.
b. Juetlficatlon fer proceodiag to Mork hofore tho end of the ten-
Jay fl114g period.
c. A at^t..ent of wh.t voulet c..alt if tbe cODtractor: ..r. unable
to proceed before the eod of tbo too-day filing period.
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CONSULTANT SELECTION
FOR
ACQUISITION SERVICES
FOR
OAK BAY/FLAGLER RDS. INTERSECTION IMPROVEMENT
CR0138. FED. AID NO. RS-P161
1 .
REASON FOR SELECTING CONSULTANT:
Jefferson County Public Works does not have sufficient
number of qualified employees to perform the work.
2.
SELECTION PROCESS:
A. Local Process: This work is considered a
professional service with selections based on
qualifications, experience, and proximity to the
project.
purchase procedures for
or competitive or non-
8. Federal Process: Small
amounts under $10,000.00,
competitive negotiation.
The following individuals/firms where selected for consideration
for this project:
Name & Address
Comments
Kenneth Bndorf
4524 21th Street Court, S.E.
Lacey, WA 98503
(206) 456-17112
Has performed work for
County on numerus projects.
Contes Field Service
Wallace L. Clark, Sr. V,P.
#3811 Seattle Pirst Building
Seattle, WA 98154
(206) 906-3030
SELECTION:
Head office in Oklahoma
Recommended by W.S.U.O.T.
& Snohomish County
After research in attempting to locate a numher of contract
negotiators to make a selection from , those li sted above
what'e all that could be located in !l reasonable amount of
time. In the interest of time, I recommend that the
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selection of, Kenneth Endorf be made for this project. Both
candidates are highly qualified, with many years of
experience in this type of work.
Submitted:
Approved:
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DEPARTMENT C: PUBLIC WORKS
1820 Jefferson Street
P.Q, Box 1220
Port Townsend, WA 98368
(206) 385-3505
Gary A. Rowe. Director
Robert G. Nesbitt. RE., County Engineer
ENDORSEMENT
THRU:
(Bob) George
State Aid
Oscar R.
District
Engineer
Dept. of
P.O. Box
Olympia,
TO: Robert Barnard, Chief R/W Agent
I have reviewed and concur in this
relocation plan
Transportation
9327
Wa. 98504
DATE:_____________________________
-----------------------...----------
R/W Supervisor, District 3
TO:
Mr. William I. Hordan
state Aid Engineer
Highway Admin. Bldg.
Olympia, Wa. 98504
Federal-aid Project No.RS-PI61C_)
Oak Bay - Flagler Rd Int., CR0738
Jefferson County
Gentlemen:
STATEMENT: Acquisition of right of way will be required far this
project.
There are no persons or personal property to be displaced by the
project. Therefore, the provisions of current regulations covering the
relocation of displacees to DS&S housing and availability of adequate
replacement housing are not applicable to this project.
Should there be subsequent displacees, relocation assistance services
and payments will be appropriately programmed and provided.
Dated at Port Townsend, washington this ___L~ day of ...PJZ.~
. 1987.
Sincerely,
~~~~~E.
County Engineer
McaCR0738 R/W ~
PWA 02
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DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385.9160
Gary A. Rowe. P.E., Director
Robert G. Nesbitt, P.E., County Engineer
'January 11, 19l:l9
Mr. George B. Schlender, Advisory Sanitarian
State of Washington
Dept. of Social and Health Services
Division of Health
W. 924 Sinto Avenue, L32-4
Spokane, WA 99201
Re: Villa /1arina Resort Drainfield and Oak Bay - Flagler Rd.
Intersection Improvement, CR073o, Fed. Aid ~o. RS P161(OOl)
Dear Mr. Schlender:
A s we discussed by phone, enclosed are the plan sheet
showing the relationship of the proposed improvement and Villa
Marina Resorts drainfield, copies of the cross-sections faT' the
same area, and a copy of the correspondence confirming the
location of the drainfield by as-built plans from Triad
Associates, the Resorts engineer. The plan sheet depicting the
drainfield was compiled by the County from the as-built plans by
Triad, and field ties by Jefferson County.
In order to avoid any conflict with the Resorts drainfield,
tne County will steepen the cut slope adjacent to the drainfield
area as shown in green on the plan and cross-section~. The lines
shown in red depict the original design of the cut slope before
the County was aware of the proximity of the drainfield.
Additionally, the proposed right of way is highlighted in light
blue on the plan and x-sections.
Upon examining the plan and x-sections, you will note that
the top of the cut is a minimum of 26 feet from the drainfield
and the l'ight of way is a minimum of 6 feet wh Ich, by the
County's understanding, meets the requirements of a 25 foot and 6
foot setback, respectively, for the cut slope and the property
line.
If at any time during the construction of the improvement,
the County finds that the cut slope or the proposed right of way
line encroaches on the setback requirements, it will alter, in
the case of the cut slope, the improvement first so long as that
proves feasible from a traffic safety view point, or second,
alter the drainfield in such a manner so as not to disrupt the
operations of the Reoort or endanger the health of the citizens
of the County. In the case of the right of way, the County will
issue n license to the Resort for the operation of the
drainfield,
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If you concur with the County on this matter, I would
appreciate you letting Mr. Hansen, owner of the Resort, know that
the State has no objection to the project, relating to the
drainfield. Mr. Hansen is willing to sell the County the
necessary right of way for the project,' if he has some assurances
from the County and the State that the operation of his business
will not be interrupted by the construction project, as it
relates to the drainfield.
If you have any questions, do not hesitate to contact me.
~SinCerelY'"
~
Bruc aurie
Construction Engineer
Enclose.
xc: Ray Hansen, Villa Marina Resort
CR0738, corres., commitment file
Ken Endorf
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt. P,E.. County Engineer
DATE: January '1, 191>9
TO: Commitment File, CH0738, Oak Bay - Flagler Rd.
Intersection Improvement
FROM: Hruce Laurie, Construction ~ngineer~
SUBJECT: Construction of standard Private Road Approach right of
Engineers Station 41+7d.79 Oak Bay Rd.
During the negotiation process of acquiring risht of way from Mr.
Broders (Parcel Nos. 966000302, 303, 803, & 901122001 ), he
requested that a road approach be constructed for the unopened
platted Charles Street south of Oal< Bay Rd. at the time of
constructing the improvements to the intersection. After
discussing this with the County Engineer, it is felt that this
would be appropriate and be ~f little cost to the County.
COMMITMENT: The County will construct, at the time the above
referenced pl'ojec tis bu i It, on~ standard pri va te road approach
at the location referenced above. The County does not commit to
maintain the approach, other than for its own conveni ence and
discretion to maintain public safety and mObility.
xc: Mr. Charles Brod~rs.
100'10 Racyclad Paper
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t . ' ..' ,
it~ ~CRE VALUE ACRE VAWE IACRE VAWE ACRE VALUE VALUE
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SENIOR CITIZEN EXEMPTION
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JEFFERSON OOUNTY ASSESSOR PORT!OWNSEND WASHINGTON 98368 : I : _ ~
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LAND TOTAL IMPS TOTAL Comments
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, '~ ai4 ~ITWP\Rge Block \
"', . .1" - District Code
45c:13 ~ .,' Ukef..
, 8..812.87 ""-/'7"7'/7' --f!;f-r
99
KUHNSVILLE 3 1-49F1H2Ll
Lot 8.
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: Grade Ac
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Refor 0 Ac 6h /cf..;
YEAR IMPROVED UNIMPROVED TIMBER LAND TOTAL IMPS TOTAL Comment
VALUE
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Lot 7
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Description
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Lot 4 [All]
Lot 5 [Less R/W]
Lot 6 [All]
l-49F1H2Ll
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Description
TBR CO DO
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KUHNSVILLE 3 1-49F1H2Ll
Lots 2: & 3
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Grade
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YEAR IMPROVED UNI~PROVED TIMBER LAND TOTAL ..' IMPS TOTAL Commenl',
VALUE
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- ~CRE VALUE ACRE VALUE ACRE VALUE ACRE VALUE "iVALUE
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~ I Twp I Rge I Block I District Code
KUHNSVILLE 4 1-49F1H2Ll
Lots 1 thru 8
Description
TBR CD DO
Grade
Ac
OS AD 050 TO
Grade
Refor 0 Ac
Ac
TOTAL
VALUE
. YEAR IMPROVED U~IM~ROVED TIMBER LAND TOTAL IMPS
- ACRE VAWE ACRE VAWE ACRE VALUE
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SENIOR CITIZEN EXEMPTION
Commenl
ACRE VALUE
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'- . KUHNSVlLLE 7 1-49FIH2Ll
Lots 1 thru 8
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Description
II TBR CO DO
Grade Ac
OS AD OS 0 TO
Grade Ac
Refor 0 Ac
, U'NIMPROVED TOTAL
>,YEAR IMPROVED TIMBER LAND TOTAL IMPS VALUE Com men'
-;....,..,..'., ACRE VAWE ACRE VAWE ll.CRE VALUE ACRE VALUE VALUE
~~.
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YEAR ~
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JEFFERSON COUNTY ASSES~OR PORT TOWNSEND WASHINGTON 90388
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~ITWpIRgel Block I Di"strlctCode t
,
KUHNSVILLE 8 1-49F1H2Ll
Lots 6 thru 8 W of Co. Rd.
A
131/. d. 8 /1.1. ~A",
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YEAR IMPROVED UNIMPROVED TIMBER
Description
TBR CO DO "
Grade Ac
OS AD 050 TO
Grade Ac
Refor 0 Ac
LAND TOTAL IMPS TOTAL
VALUE
ACRE VALUE VALUE
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1~;ITWP'Rgel Block I District Code
KUHNSVILLE 8 1-49FIH2Ll
Lots 6 thru 8
[E of Old Cty Rd] less R of W
EXEMPT
Description
TBR CO DO
Grade
Ac
OS A 0 OS 0 T 0
Grade
Refor 0 Ac
Ac
TOTAL
VALUE
Commenl
LAND TOTAL IMPS
-- ACRE VALUE ACRE VAWE ACRE VALUE ACRE VALUE VALUE
SENIOR CITIZEN EXEMPTION
;::::, .. ..~
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, Sec. Lot I Twp I Rge I Block I District Code
"'.~,~JJFtV KUHNSVILLE 8 1-49FIH2Ll
Lot 5 Less R of W
r.OUNTY ,.'
EXEMPT
"
Description
TBR CD DO ..
Grade Ac
OS AD OSO TO
Grade Ac
Refor 0 Ac
YEAR IMPROVED UNIMPROVED TIMBER LAND TOTAL IMPS TOTAL Com men'
VALUE
- IACRE VALUE ACRE VALUE IACRE VALUE ACRE VALUE! I, VALUE'
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SENIOR CITIZEN EXEMPTION
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YEAR IMPR,PVED UNIMPROVED TIMBER LAND TOTAL IMPS TOTAL Commenl
VALUE
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,~ JEFFERSON ~OUNTY ASSESSOR PORTTOWNSEND WASHINGTON 98388;
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r---:-vAl'ATED: RESOLUTION If. 53-80
ill Se,,/'wl, Z-2. 711m8hp. 29. RrufBe 1 Y. Y.M.
Th.fLpor>tion of Mir>tZe Str>eet and MacmoUaAven'lIp______.
that Ues between the oZ-d Z'ight-of-wy and the new
l':.gfrt;.-uf-~r:if-eowrtrrRo~er1s--to-F'7;afTZ"'..
Road. as shown on the p~and profiZe of~.ll-',P,__._______
If. 328~ approved FebI'UaZ"Y 22~ Z9?Z. in BAYVIEW ADDITION.
PR()V:HJE~v.'/';'()" of Lv/,(!J 8.?~ a 8 ;."
BZoak 8 of KUHNSVILLE Z-uiru:r Easter>Zu of the oZd
County Road be oonveyed to the Coutny by DEED.
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~~a;;~ NO. 53-SO
, ~.' ORDER OF VACATION
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'rh~s ~ter~i 9 to be heard this day upon the County Road Engineer's
report and the County Planning Department's report with respect to the
vacation set forth in..peti~ion for Vacation of a county Road" submitted
by Robert and Joan Moore, Trustees for Benmoor Enterprises, and it
appearing to the Board of County Commissioners that notice of hearing
has been posted and published for the time and in the manner provided
by law, proof of such posting and publication being now on file herein,
and said Board having the other evidence adduced, and being fully advised
in the premises does now find and determine that the public will be
benefited by the vacation thereof;
NOW THEREFORE, BE IT RESOLVED, and it is HEREBY ORDERED THAT:
Section 12 Township 29N, Range
1 W.W.M. The portion of Myrtle
Street and Magnolia Avenue that
lies between the old right-of-
way and the new right-of-way of
County Road No.4, Ness to Flag-
ler Road, as shown on the plan
& profile of CRP #32S, approved
February 22, 1971, in Bayview
Addition,
PROVIDED: That portion of Lots 6, 7, & 8
in Block S of Kuhnsville lying
Easterly of the Old couuty Road
be conveyed to the County by
Deed;
be and the same are hereby vacated and abandoned; and
BE IT FURTHER RESOLVED, that said petition is exempt from
compen~ation requirements specified under Ordinance No. 2-76, except
incurred
the County for investigation, examination,
day of May, 19S0.
.1EFF1;:neON~~'lO. ' F C<MlISSlONJ~PS
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WITNESSETH, that first party, in consideration ot ONE AND NolL)) DVLLAR
(~l.OO), receipt ot which is acknowledged, and the 1)8nefits which will accrue
to the land ot tirst party by the exercise or the righte herein granted, do
hereby remise, release and torever quitola1m unto second perty, its successore
and assigns, an easement and right ot way tor the purposes hereinaft.er stated,
over and through, under, along and across all or rm;y psrt ot that certain p:lrcel
ot land situate in Jetferson County, State ot Wsshington, descri1)8d ss follows:
A strip of land 5 feet wide and One Hundred Fifty (150') feet long adjacent to the right
of way of county Road No. 4 (Ness to Flagler Road) more specifically described as follows:
being between thirty (30') feet and thirty five (35') feet on the left and parallel to the
line and between Engineers Stations 31+00 & 32+50. All in Gov Lot 1, Sec. 12, T. 29N:l R.
Said easement and right ot uay are tor the following purposes. The dgm;
to enter upon the above-described land to construct, reconstruct, maintain and
repair a bank proteci;ion andlor other noed control works, including all appur-
tenances thereto, together with any enlargement or reconstruction thereot, and
to tr1m, cut, tell and %'8IIIOVil all such trees, brush and other natural growth
and obs1;ructions as are necessary to provide adequate clearance and to eliminate
interference with, or hazards to, the structures, :1JIIprovelnElnts or utilities placed
on, over or under said land; and included as an appurtenance to said easement is
a right ot access thereto over rm;y other lands owned by tirat party.
...",
It is understood and agreed that second party, their contractore or agents,
shall have the right to appropriate from the land above.described, such timber,
rock, earth or gravel as may be neceesary tor the construction or repair ot
said bank protection and/or tlood control works,
It is further understood and agreed that second part;y will replace any
tencea that IllUst be removed during oOnst~ctiOD.
It is further understood and all1'Ged that any private roads or driveways used
during construction will be res1;ored by second party to their original or bstter
condition upon canpletion ot ~he, work.
The considerat'1on above-mentioned is accepted as full cCl1lpensation tor all
damages 1ncidental to the exercise ot the rights above granted.
To have and to hold, all and sil".gulQ1' the said easement and right ot 'W~,
together with appurte~e8, 'unt:.o lIecond party, its succeseors and assigM.
IN WITNESS WHEREOF. tirst' party _ hi3reunto set _ hand_, the dll)'
and year,' ab.ove.' Wli-tten. ~L' L
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". ~ :J. ( f. " -;:, . Firs1; Party
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STATE 9,.wASHiN~oN.
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COUNTY ai1/ERPERSON
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First Party
On thill dq appeared betore me Charles D. Brode rs to
me \mown to 1)8 the individu&l_ describeclin and who executed the toregoing
instl'U/llent, and a~ImOlfledged to me that he sicned the BIl/IMl all ..h.i.JL tree and.
voluntary act and deed, tor the uses ~oses therein ..!"~~1~
.!IS ',.'..., ../ ,aoev.,.,
OMN, uncler.:m;y:bancl and official leal t 16th of " .Tun' ~'" ~.
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Thi.s matter comiXlg on to be heard tbia day upon the County Road
Ecgineer' s report with respect to the vacation and abanQ,onment of those
portions of count:f roada set forth in Resolution No. 40-70 adopted'the
7th day ot December" 1970, and it appearille; to the Board of Count:f
Commissioners that notice of bearing upon laid Engineer's report has
been posted and published for the time and in tbe manner provided b:f
~aw, proof of sucb posting and pub1.ication being now 011 ti~e herein,
and said Board having proceeded to consider the' report of the Engineer,
together with ~. ather evidence adduced, and bei.ng t'uUY adviSed ~
the premis~s, :~~,,~OIfJ'i~lf'~ dete.rIlIiM' '.;'." ,.: ~:;".,'
(~) 'That th~se portiona hereinafter described are not useful as
part, of' ~he ~~~~Y..t?~rt ~y!~e~~ .
(2) That the public will be benefited by the vacation thereot,
NeJi THEREP'OBE,' BE' IT RESOLVED, AND IT IS HEREBY 0RDEllED THAT
/~:~~l! thos~ po~iona ~;-~~'~;A-Oak';;-;~,'~~~~~;~~ -No:"
/ 1.0, f'rCl!l the east boundD.ry' of Section 12, T. 29 N., R. ~
! W.W.M. northwesterly to the west boundary of Block 8 of
I Bayview addition to HadJ.ock. Excepting theref'rOlll those
~. portiODll lying within the rights .9f' Way f'or ~t~d at.eeta
and the Oak B~ Road, County Roe.d No. 1.0. ... cOlUltl'Ucted .I
............ under CRP No. 165, approved Aug. 9. 1.957. '--"
.. '.... "-.- _.__....._.....__.~,----_._......---:...-_........:.....__.._.... ........-~
2. Aii"tb;t" portion of the old Q.ullcene-Center Road, County
Road No. ~8, i'rom the norj;heas1;er~ right ofYay'" '~ine'of'''
County Road No. 18-3.50' to the east Une of' Gov. Lot 4
of Section 5, T. 27 N., R. ~ W.W.M. Excepting therefrom
that portion lying within the right of way of County Road
No. ~8 as constructed under CRP No. 289. approved April
~7. ~967. .:;':: . --... . "-' -..--.--..-.,
3. Not to be vacated at this time.
4. Not to be vacated at this time.
5. Not to be vacated at thi.t~.
\:;
6. All that portion of the old Port Townsend-Chimacum Road.
County Road No. 12, from the north-south quarter section
l.i08 ot Sec. 34, T. 30 N., R. 1 W.W.M., northwesterly to
the nortbeaaterly right of way line of Count:f Road No.
12 as conatructl!d under CRP No. 1IJ7 (Contract 4511J)
'.:~~~}f~r~~f~1~:?3..
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7" All those 'portions" of the old Bvansonville Road, County
Road No. 90, in the SEi of the swi and 'the SWt- ot the SEt
ot Sec. 5, T. 28 N.. R. 1 EWM, thAI wi ot thAI Nl!.i and the
SEi ot the NEt of Sec. 8, T. 28 N., R. 1 E.W.M. Excepting
theref'rom thOle portions lying within the rights ot way
for platted streets. the Johnny Werner Road, County Road
No. 90-0.97, lLlld the Svanaonville Road, County Road No. 90,
as conatructed under CRP 105 approved April 11. 1952 and
CRP 100 approved June 6, 1951.
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9. .All that poJ1;~.,QJ1 ,qf ~b~ .iIy" ~t~ ~oad., .' Cour.ty Road No. ~4-0. ~6,
, frOlll a po~t ,5Q, ,teat :lW,+1;R, 0.1', the ~~~~~, line ot,tbe Si o~ the
.swi- or,tlle HWk,R(, ~"J4t, th~~J[.......Ji:,O~ l!~~'~h",s,~':7~~'
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~O. All ,t\1O.M portiQrw Q1' ,tl1. ~ld chl,JDacum Creek )toad" County
Road, Jia. ,12...1~54. ;t.rQJll, t~. 'Ia4l;terly 'right' Q.t 'l(1IYl.1neot'
,coun~ ,R~d lio.,12.."~rport cut,ot1' 'sectiQn;' ea,terly to
, the I1Ortob...outb, Q~e~, .ect.ion,l,~ Q1' Sec. : 34; 'r. ~ l!I'., '
.R. l..W.W..M.. ..iXceIl1O;!.1IS. t.~,et:om those portions . lying' with-
in the right 01' ~ 01' countif'Road No. l2-1.78, ..s constructed
\,.. ,',wulel':,~.~....r/llY.l!-;I.lP. 2,..~~?,." "'c: ",,~ .";,,~_ ,,~
..... .. 'I. ~. 'oJ,I.._:i l,.......'-t .', to (...:.. ,,- .
11. Not to be vacated at'this t1me.
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NOTICE/, H1i:ARiNO _,.'; ...~
lt~":'~ t5 Nre~liv.n tih.t ;.t lli:oo i -..........
a.m., Mnndol..)', J';.antwr). =. llil71, .:I.
hc..rm, \Io'11l be. held at lh"l' rea:~..r.
In.elll\' of lh. Jetfer$on Clll.&nl.\' Com..'
. mLli~u:merlli. Couc;:hol.:~~. purl. Town:.
lend. WOl5hUl,Il.Hl. in rol'''rQ. tb thl:
,".;&u,;,llon of tho -'QlL)wU\l - described
road$: . ",
1. All lh(l~e pt"~n~ ~t the old Oale
Bay Road. Co~' ROiAd N",. 10, frOm
the eaat oo\::\dary of Section 12. T.
aN., R. 1 W.o W.M. northwesterly
. to the weat bounctary of J\lock 7 of
'8).y VIOw AddlUOn &0 Hadlock. ElC-
cepLm, therefrom 11'\0.. portions lylnl'
w~Lhin lb. rtlhLl of w~.)' for platted
aucets and lhe Ooilk IIll)" Road.
Calmly Road No. to. .IIIS coruLn.lctea.
under CRP No. lo's. approv~ A"" >>. ;
. 18.51. .
2. 'AW. Utal. pOrllon of the' 'old QuU..
( . cene-Ccnt.er' Roe.d. County Road No.'
,JB, from lh, nort.he"I,terl)';'rl.nt ot
w.ay line 01 CoWlt). ROJd No. 11-3.50 to
, the east Une of Government. Lot -II 0(
, : Section 0.< T. 2'1 N.. R. 1 ;W.. W;:M.
, Exceptlr\8' therefrom that poN.l.on l)'1n, ~
:\I.'1thJn the.rt~t or \\-'a,>' of Count,. a.:oad .
No.' 18 a. oUNtrucled under CRP No..\
,28&., approvl:d.AP,rU 11, 1841.,
3, All t.bat Portion of C:~t).' R~d
No. 314.' J('OndaJe . Street. over and,
'"c-rou 8iDck' U of the Town of Iron--
d.M.IO.
.. All 01 We>>t ....land Road. .COUl1t,V
.: Ro;,d' No.. 30.'7.JI5 In Ita: el\lJretr. '
S. AJI U'ut port1on of the LoreSt ~.ke
Loop Road. Count)' Road No. 30. In
Governmep.t Lot 2 of SecUon H. >T.
28 N.. R. 2 W.. W.M..' that ..tendt:
northwe.terly 240 leK from. the nor:t.b-
w..terly IhGrellne 01 ~e' ~)and' at
the sUe .01 the QId L.ai\C Leland BrJdt_. ,
a. All tna t portion 01. the ol!! Port
TownsendoChJmacum Road. County
Ro.ad No. 12.: Irom the' n.ot1boeoWh
" quart.er; .ecUon' tine or SecUon',,.. T.
30 N.. R; 1 W.. W.M.. northwesterlY
to the northeasterl)' rllht '01 way Itne
01 Count). Road No, 12 .. construetecl
under CRP No. 101 (CoBlract 4$10) apo
proved ~y 18. 19-'3;" .
1. All, LhDM portlOml' '01 the: oJd
SwaR$OnvJJJe R,Olld, County Roold No.
90. in the SE~. ot lbe' SW \. and the
SW~4 ol.the SEI. Of Section " T. 28
N.. R. 1 E.. W.M.. t.he NW,:. of &he
NE~'4 and the SEl'4 of the NE~~ ot
Seotion 8, T. 7S N.. n. 1 E.. W.rd.
ExccpUn. thoretrom tholl: poo"tlons :
'lyJnll wttpln the rl,h" 01 way tar" I
platted .treot..' the Johnny Werner
Road. Q:)ur"otY Road No. ~.tt7. .nd
the swans. onvltl~ Road; County ROI. ,d ./
No. DO. .. el>n.Hruotod under CRP 1M
approved.. April ,1'. 1952 and cnp 100
approved. June t. lDal.' ,
8. All that portJon of the old Qlul-
~~:c:,:e~:'::;':;O...U;;~~~:d ::o;...~a; I
line of!f~to Rout.., 'No. 104 e..'erly
. '.:; :~: :r:I:MQ~fc:~~~~ :;
County RCNod No. 18~ In tn. )f&,~' of]"
the NW\. .nd the NW\~ 01 the NEt.
. 01 5ectloq 18. T. 18 N.. R. I W.. W.M.
j n:id~~=' =~n"O~ ~~11~~~~
the north Une 01 1M Sti of Lhe SW\.
of the NlV'~ ol,,*Uon aI. T. 19 N..
~;f':k.W.. W.~.. ,0.~Ul~,...to ~~'
, 10. All tho.. ~rtJoRl 01 the old
CtlIrnacum Cre.k Road. Coumy Road .
No. 13-I.M. 'rom "" e...ter\Jr rlllht ad
; _ w.y line 01 CounlY lIClad No, ,11. AI..,
~ port C~tf .eo(.tDn, eUl4rly '-to ,1Jw I
~ n':)rUt-south quuter ucUqn 'lln'I"ofl
. SIQUon 34 'l'.SO.N.. R.'J W.. W....
Exe.pUn. th"efrom. those 'p?rtlone
1 Jyll\l wUAln the I'IIaht al wa,y 0( County
r Ha:Jd Mo.-la-I.n. .. cont.truct.ed under,
; CRP z:n. apprOVed Feb.2 I IDa. '.1
\ II. All tnlt po.rIlan' 01 the old Lud-:..
r Iow..shJu Road. - OJunty HOld No; ,I. 46
,In Oovernm8l11 LoU 4 .nd S oI..aee.1
,lion 17. T. 28 II" R. 1 1:.. W,. '
. uplinK Inllultom-'I.hal' ~rtro~1',~-
w.thln Ihr r.&cht of waf of' the Port'
Lud.!ow.~radl" 'ROId. County Road I
No. . al eona_ ~, ClIP 281
aJllll'OY",/ :~an.' AI,. ,J~~ r\., " "
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Affidav~i of Publicat1(;n
~t1~'?~Fwti~~~l's,
FRANK W. GARRED being sworn, says he Is
the J;blisber of the Port 'fownsend Leader, a
:~~lISbe:e~s&."!"iD~chla~~~a~DJs~fr=~d
~f'~~~l~::..,~. ~e~td D6:~~P:~lDS::~,~~
of geDeral circulaUon In said county for more
~ttc~~O<:~f~~~~J'~o~e~::~:.r. ~n'ii ~:~ '
the ssid Port TownseDd Leader was on the 27th
day of June, 1941, approved as a ~al Dewspaper
~thtlia~U~rI~~~: aS~e J~::sg; ~UDlY,
Notice of hearing in reg~rds
to portions of old Oak Bay
road , Qui1cene-Center Road
County Road 314. etE.
as it appeared lD the regular and eDUre Issue of
said paper itself and not In a supplement thereof
for a period ft'
2
consecutive weeks, be.
ginning on the~day of__...lanuary _,
19_71. aDd eDding on the~____day of
-ll.illlll~-Y_, 19--11.., and that said news-
paper was regularly distrlbuled to ita subscribers
during all of this period. That the full amount
of $.....l,2...1l.1__ bas beeD paid In full, at the
rate of $3.20 a hundred words for the first inser.
Uoo and $2.40 a hundred words for each aubse-
queot iDsertioD. f
__ Pv<-,Je tL! ,~~_
Subscribed and sworn to before me thIs_-2.L
day of.,..~.n~r , 1lI.2l.. ' . "'. /
Y --;:: rj, ./
#'),..., ;,(t/t--:'l.iL. ,,: f,.:.~:oV[... Z?0/~
(/ .7""'1rotary PubUc In and for the State of
W..biDgtoa. ntldlng ~ 1'0rt ToWDIeDCI
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QUIT..CLAIM DEED
The grantor..IlL..........herein......!!~~..Q.,...~~..~-~~..~!!.~!...~.!...~~.~~-~.~!........................
for the consideration of..~~;r...~g.J!9L;!,Q.Q::::::::::::::::::.::.::::::::::::.::.:::.::::::::'.::::::'.:::'::::::(~!9.(?t::nollars
,.and also of benefits to accrue to......th~..................................................by reason of laying out and establishing a public
road through.!:!!-.l!~........................................property. and which is hereafter described. convey....... releasJ...... and quit-
claim...... to the County of Jefferson. State of Washington. for use of the Public forever, as a public road and highway.
all ime.r..:st in the following described real estate. viz:
All that portion of the following described tract of land lying within the limits of a strip of land......60.....................feet
wide, being.......3Q..........feet in width on each side of the center line of the...........Q!\l;..~..............................................County
Road as surveyed and located over and across the west one-haJ..t ot the northeBBt quarter ot the
northeast quarter ~ sect:1on:l2~ (Wi iii Di~ Sec. 12)~ '1'. 29 H.~ R. ~ W., W.M.J
al1 accord:1ng to the p~an ot sa:1d rl>ad approved August l.9~ l.9S7~ on tUe :in the
otfice ~ the Couzrl;;y EDg1Deer ct Jetterson Cou:aty ~ Washington.
NO HEAl. ESTATE
SAl..E.b Tp...X J~E(.~UUUf;D
COUN.~'REAsua~~
ay ~
...........
. ~~~_-_.~......-:ol'_.:":"'..:-.
Said strip containing...........9.,,;!$.........................acres Illore of less. Situated in the County' of Jefferson. State of Wash-
ington.
The Grantor also grants to Jefferson County the righl to construct and maIntain necessary cut and /ill slopes, culverts,
special ditches, and appurtenances where the same may extend beyond the limits of the land hereby conveyed.
Dated this....~..r..:1..?t.:......day Of....a..!..~.~:.........._....._....................... A. D. 10.6.:';.:
,=.[.~::,~~.~,~:~..............,........................................_.................j ~------
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"'aJi:'::'~"~'>':"" ~T CLAIM
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DEED
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't$..II. . . conslderauon of ....F.;U:l;Y...lIllg...tlQ./;l.OO......................................................................................!5.....00.t........:Dollars
,. ~~ ~~ of benefits to accrue to__.......................~:.........._...._......................by reason of laying out and establishing a public
~" ;1i;ough......................................................property. and which is hereafter described, convey....... releases...... and quit-
claim...... to the CQunty of Jefferson. State of \Vashington. for use of the Public forever. as a public road and highway,
all inte!c;,~t in the following described real estat;. viz:
All that portion of the following described' tract of land lying within the limits of a strip of land............<<1...............feet
wide, being..,....:?Q.........feet in width on each side of the cellter line of the............~.~...~.......................;.....................County
Road as surveyed and located over and across Lots 4. S and 6 of Bl.ock 8. BlIiYView Add:1.tion to
HadJ.ock according to the p1at tbereof reoorded in v01U111e 2 of plats on page 47.
reoords or Jefferson Couzrt.y. '
All according to the p1an of said road approv~d August 19. 1957. on fi1e 1.n the
office of the County Eng1neer 01" Jefterson County" ,Waebington.
Less eJdeting right of wq.
NO Rl-:AL EST.'\"CE
'/!ALr::.li: TAX REQUlltb:n
COuNry T~:ASU~~~
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SaId strll) contalllll1g............................................8cres more of less. Sltuatedm,the Coul1ty of Je!ler~n, Sl~te of Wash,~
ington. :. . ._\.#,~... ',:: :...
. ... ~... ,,' "
The Grantor also grants to Jefferson County the rlcht to cOl1struct and maintain necessary ent and'fiJ.l slopes;~ulvert~.
.pecial ditches. alld app~~ne~ where the same may extend beyond the limits of the land hereby conveyed. "
Dated thls.....:z..6..,............day Of................~................................... A. D, lnI.:/l
a!iW:.:;~h~& -..-l..i...&~.....~....:....._.................
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QUIT"CLAIM DEED
The gral1tor................herein."...Ma~.l...Cir<\Y...L!lgg":t.t...."'.(l:L.~..~.ur.v.1y;!,nZ..n.~1..:r...9.f...x.....~.....Q;r.!!;{...~\L.................
Harriet E. Gray
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and also of benefits to accrue to..........._......h~~............;.........................,.by reasOn of laying out and establishing a public
road through..........!J.~!'.....................................property. and which is hereafter described. convey....... releases...... and quit-
c,laim...... to the County of Jefferson, State of Washington, for use of the Public forever, as a public road and highway,
all interest in the following described real estate, viz:
All that portion of the following described tract of land lying within the limits of a stnp of land........2Q...................feet
wide. beinC.....3.2......,....feet in width on each side of the center line of the........Q'*-..!;l,<<r...................................................CoLlnty
Road as surveyed and located over and across Lata 7 and 8 of' Block 9. Bayview Addit.ion t.o Hadlock
according to the pJ.at t.hereof' recorded in voJ.ume 2 of' plats on page 47. recorde
of Jeff'erson County. Washington.
All. according to the pJ.an of' said road. approved August. 19. 19$7. and on file
in the o.fi'ice of the Count.y Engineer of Jefferson County. Washington.
q'
NO rmAL Ef.TATO:
SALE. TAX R!i.QUIl:l:n
COUNTY T~SUU~~
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.. Sa,.d stn~c;01l~mng.......1..................................,acre9 more of le9.~. S.tuatedlll the County of JeITerson, State of Wash-
ington. . ' .' . -.. :
The Grantor Illso gran,1S ,to Jefferson County the right to construct and maintain necessary Cllt and fill slopes, culverts,
spedal ~litches, and appuj~t;l1ances where the same may extend beyond the limits of the land hereby conveyed,
O;;te<l thls:;........:../:&:........day of.........a;.~..._..."........."........"......._......... A. D. 1~.tf:'
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QUIT..CLAIM DEED,
The grantor................herein....~~~ft.:*...~,~.!'!.fAl!!-.J!9r.~1I.Y...~~....h\lf.!.\!~.tlg...!!J).c;\..W.tg,(L................................................
.................................................................................................................................................................................................................................
for tl\e consideration of ......~~;y.~~g...gg;P.&r.;!...~..?QL!9.9..':::::::::=.:::.:::.':::::.:-..:::-.:::::::::::::::{~?!.?!?~.t,::Dollars
au" also of benefits to accrue to..................................................................by reason of taying out and establishing a public
road through......................................................property. and which is hereafter'described, convey....... reteases...... and quit-
claim...... to the County of Jefferson, State of Washington. for use of the Public forever. as a public road and highway.
all interest in the following described real estate. vi.:
All that portion of the following described tract of land lying within the limits of a strip of land..........~.....,...........feet
wide. being......J.9.........feet in width on each side of the center line of the............9.~..~g,Y..............................................County
Road as suneyed and l!'cated over and across Lot. 13, B10ck 7 and Lots II and 12, B10ck 8, Bayview
Addition to HH:1.ook accord:ing to the pJ.at thereof reoordad in v011J1l18 2 of p1ats
on page 47, reoorda of Jef'ferson County, Washington.
All according to the plan of' said road approved August 19, 1957, on file in the
off'ice of t.he County Engineer of' Jeffereon csUrtty, Washington.
Less existing r:l.ght of way.
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Said strip containing......................,.....................acres more of less, Silualed In the County of Jeffe;...~;~Stat!l:Of 'W~sh. .. '.
Ington. . ,::..;...' ,-' ' "
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The Grantor also grants to Jefferson County the right to construct and maintain necessary cut an~;fil.iilo;,s culverts. '
special ditches, and appurtenances where the same may extend and the limits of the Innd hereby con~~;~l,i,''', ~ :;~.:, ,...,
Dalet! thIS.....;?{..~.....dny of...... .. ..................................... A. D, lo'.~7
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QUIT..CLAIM DEED
The grantor..~............herein........~~...g!.J!~~9.~...~J~!~!~...!.d!~.~.~.I...~~E.~..~.~..~!'_....................
for the consideration of.....!!!~L~~..~~:.:.::.::::.::::::::.:::.::::.:::::::.:::.:::::.:::.:::::.:::J~~!.~~>':::=Dollars
and also of benefits to accrue to...............~~!!P!!L........._...._.....................by reason of laying out and establishing a public
road through.........~P:!~........,........................property. and which is hereafter described, convey......, releasel...... and quit-
claim...... to the County of Jefferson. State of Washington, for use of the Public forever, as a public road and highway.
all interest in the following described real estate, viz:
All that portion of the following described tract of land lying within the limits of a strip of Iand...........9Q................feet
wi<le. being.....?:9...........feet in width on each side of the center line of the......9.~..~,.............................m.................,Collnty
Road as sllrve)'ed and lc,cated over and across Lot III of BJ.ock 7, Be.yv.l.ew Add11;iol1 1;0 HadJ.ock accord:1ng
to t;be plat 1;heroof reoorded in vo~ 2 of plata 011. page 47, reoorda of Jef1'eraon
Count;;r .
J.]J. aocording to the plan. of said road, approved Augus1; 19, 3957, on 1'ile in the
office 01' the Coun1;y Engineer of Jefferson County, WlUlhington
Less existing righ1; of WIlY.
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Said strip containing..........9.,.9?.........................acres more of less. Situated in the County of Jefferson, Slate of ~ash-
, i~,stoll.
The Grantor also grants to Jefferson County the right to construct and maintain necessary cut and fill slopes, culverts,
special ditches, and appurten~nces where the ~me may extend beyond the limits of the land hereby conveyed,
Daled IhiS.....1.g...~:...daY of.....d~r~..........,........................................A. D. 14 ,
WITNESSES: . I f" ~7 ~
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QUIT..CLAIM DEED
The grantor................herein..................!.~~..~~!:!:!!..~~~~'-...~..~.~~~.......................................................................
;:;.~;:.~.,~~::.~~~~;:;;~::..~~.~:~.,~~~:::...:::..:.~;:::::.:;:::::;;;;;~:~:::::;;;:::::~;;;;.~;~:::::;:::::~,,~;V~;:;:
and also of benefits to accrue to................~............._............................by reason of laying out and establishing a public
road through.........~.......,..............................property, and which is hereafter described. convey.~..., releases...... and quit-
c1aim."... to the County of Jefferson, State of Washington, for use of the Public forever, as a public road and highway.
all interest in the following described real estate, vi.:
:\11 that portion of the following described tract of land lying within the limits of a strip of land.......6o.....................feet
wide, being......30..........feet in width on each side of the center line of the...........Q!!!I;..~............,.....,....................,......Connty
Road as surveyed and located over and across Lota 2. 3 a.nd 4 of Block 7. BlI,)'rlew .ldd!.t.ion t.o Hadlock
according 1;0 the pJ.1lt t.hereot. recorded in v01U11l8 2 ot pl.ata on page 47. recorda ot
Jet.ferson CountyJ and over and acroaa Lots 4 and S ot B10ck .3 ot KuhnsvilJ.e according
t.o t.he pl.at tbsreot ncorded 1n volullle ], of pl.ata on page 35. recorda of Jet.ferson
Count.7.
Except that frClll station 532+SO t.o stal;ion 5.34+SO and rr.n station 5.36+So t.o stat.ion
537+00 the right. of vsy shall be 40 teet on the right ot 'the centerll.Jle; and from
st.ation 5.34+50 t.o stat.ion 536+SO the right of vlI\Y .hall be SO teet on the right of
the centerline.
III according to the plan ot said road approVltd August 19, 1957, on file in the
office of the COUDty Engineer of Jefferson COI1nty, Wash:1.Dgton.
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Said strip containinl:..".."..!?~.~.~........................acres more of less. Situated in the County of Jefferson. State of Wash-
ington,
The Grantor also grants to Jefferson County the right to construct and maintain necessary cut and fill slopes, culverts,
special ditches, and appuMenances where the same may extend beyond the limits of the land hereby conveyed.
Dilled IhiS........../...'l...........day Of...............~.................. A. D, 11'1fi...7
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QUIT..CLAIM -DEED
The grantor ...,............herein..................:w1J.:J.illlll..Il....'d.Ql1.dJ.eJr........................................................:...........................................
for the consideration of ...1.l1m,.I!n';l..nl!/.100:::::::::==:::::::::';::::::::::.7.::::':::::7.:::::.~...::.::::,.::,:::::.{~Q...Q91:'::::"Dollars
and also of benefits to accrue to..................................................................by reason of laying ont and establishing a public
road throuj,!h......................................................property. and which is hereafter described. convey....... releases:..... and quit-
claim...... to the County of Jefferson._State of Washington. for use of the Public forever. as a public road and highway.
all interest in the following described real estate, viz:
All that portion of the following described tract of land lying within the limits of a strip of land.........~..................feet
wide, being....39...........feet in width on each side of the center line of the.......9,~...~..................................................County
Road as surveyed and located over and across Lot.a 1. 7 and 8 or BJ.ock 7 and J.otll J. and 8 or BJ.ock
4. KuhnavilJ.a according to the p1at thsreo!' recorded in voJ.ume 1 or p1ats on
page 3.$. records or Jerrerson CoUJJl;y.
All according to the plan oE 8aid road approved A\1gIl8t 19. J.9.$7. on file in the
oEfice of the Cou.nty Eng1J:leer. of JeEfer80n County. WashiIlgton.
NO REAL ESTATi!.
SALES TAX REQUl:U,:O
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~'rhe.d"'nlltor also grants to Jefferson County the right to construct and maintain necessary cut and till slopes, culverts,
special ditches. and appurtenances where the same may extend beyond the limits of the land hereby conveyed,
DalcdlhIS......::?i./f..day Of...................~.................................... A. D. lRF.::Z
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da7 or Mar~h.>'197'9~~'b1'~nd betwe,;;;:Predr1ck A.''.'Rdd ,nd
Miiu:c..dt'. p;:" i';1';'..r hi~ '"j,r'e. c -P..:':t1...sot 'th.. P1rat Part.
"01' 'i.o'u1aiij,'ii...:' x"'~tuc~i~- an"dJetter8on County: -Wli"hlngton. .
y"'acrt_~_!__:"'.'~_f~tif- s-.;;;...;:.i j~.c:/, ~."':r:' ',:~.~,_' :~.: ..,:_...~e(:...~.~;.~
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".... ,,: ,.,Tha.!'.,~e ,:part;j,,,s .~t: ,t:h.. ~1r.t Part. tor good_....:.:,..:_.
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and va1uab1~_c:ond~erat;j,0'!.,t;0 "it; th~ vacat~~~..o~.,~~~den:-,<.._
,Street in ,tavor,~ .~e Parties -;;Ube P1rst Part a:s"',,-;'~~ T r: 1)';\ :.
'.. ~..- -~.._~_. .......-...... ~~~.::,...t._..:--..~_!.-.:.__.... -10. .... ;.....
..t....et: 1.. d....cribed in th.. application or p"uuon:~~~'e ~J :,,' .,'...
_cati11S Lynden St....et made ~~:_~~,tJ...~._~t.~he-"l'ir..t 'pa'r~" ,"~'
---;:-::'''-:-. '-.. ---'.. - ....
riled with the Comm1s.ion~ra 01"'JerteraonCount1. Waahj,ngton.
\do;hereb~;rem1ae. re1eaae and r~rever quj,tc1a1m unto the
'--;p,arty or the Second Part. aJ,l'right. Ut1e. and intereat
.t.:-....:...'.'~.;., ,!;~ ; /.. ...._~.'..<,~_/Z
;.to- the '1'011ow1J'l!f descr1bed property. to wit:
(I: .........,~.,"'t;...~ ...~.. :'7~::.,.' P.:Oii.'::ALF:!=:Ti\n I
",Lot,S. .B10ck,S. ltuhnavj,ll.. Add1t1on...._.. .',-.' r."''''P''1) ,"
"_": as per plat recorded in Volume 1 ot .,.,I,::.r.......~l:-:.~._ ~:...::~.;.'-7;.
Plats. Page 35. exc..pt that portion '~,. .-;;;~':'l.Jil."'~
or aa1d Lot 5. Block 8. convey..d to . tN-,: ;()-...;
Jerteraon Count1 1'01' Count1 Road No. ~"I
4. by deed dat..d Februar1 17. 1971; ,
and record..d und..r Auditor'. P1l..
No. 207954. and exc..pt that portion
or Lot 5. Block 8. taken ror Count1
Second,,:>:~, R?~,~ ,~o.1ect Bo. 1>-19.
Being the same property 1n which the
Part1..a or, ,.the Pirst 'Part Acquired ,
1nt........t: 'b'.r'Statutor7 Warranty, Deed. ..,..,.'c....' '..'.''''
dat..d Jl/arch, 12. 1971.-2'f/corded '1n the
arr1ce or the J..1'1'erson. County.
Vaahington. AUditor. tound in Volume
24. at Pag.. 243 or the atoresa1d
Auditor'" 01'1'1c141.r,,00rda.
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,Together w1th a11'~1ghts~ Pr1v11eg..a or franchises incident
:':..:: . -.-"='"..:.:..:...-..::...:;,;..... >.'
aid appurt..nant thereto OZ:, ,~~nn..cte,d theredth.
In teat1lll0ftJ' wher..ot. witn.... tha a1cn&turea or
the Part1ea or the P1rat Part th1a da, and 7a"r rust aboft
written.
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"-._J.d.rer.s.Q:t_C';).u.n.t y-_.CQ~.:r.1s.s.1.:m~rs...:-":"7'_""'_'
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CIty. 81... z.;p.__7..0~.:.._:':!l.';n!:.~:l.d..... ~~.1l~!':...........'?=.3,6~._.......~,~,;527.1
Statutory Warranty Deed
THE GRANTOR E-niT:o?r ~:1ta.rrl'"lsas, Trust Orf;aniz.:Jtion
ROBERT 0 "OO"E .nd JOAN L HOQRE. trustees' for BENMOOR ENTERPRISES TRUST ORG.
Jor....la~raU-or '''utual bp.neflts t.o partip.s cone!"!'"n"'"
la~pUcl.CDIlI"')'INd-.nan_to . .Jr::r.f~r.son County, a ,g;ovp.rnrr.-nt entltity
.. WIowina' ~ ..... .taw, RlUIIW ia tM Cowacy of
Jerre~son
. 8tae.olW..hilll~OII:
That portion of Lots 6,7, an~ g in Block ~ of r.uhnsvill~, as
~e~ ~lat r~cordei 1n Volu~p 1 of Plats on Pa~~ 35, r~cor~s o~
J.rr.rson County, Iv1n~ ~~s~prly of old countv roed; ~xce~t that
portion th~reof eonv~y.d to J~rfp.rson County tor County ~O~~ bv
dpe1 datp1 Fpbruary 17, 1971 and rp.co~dpd un1pr ~u1ito~'. Fil~
No. 207954, rp.co~d. of Je~ferson County, Statp of ~as~in~ton.
. :..
JEFFERSON COUNTY EXCISE lAX
All. No, ~/,j-t " "
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STATE 0.. WASHTNGTO~ j _
COUNTY OF..__..__._
BTATE OF WASHINar:oN /_
COUNTY or,__,__,__.
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STATE OF CALIFORNIA }
COUNTY OP'..!:.::..~::~ as.
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, PIONEER n~ ct:MIPn<<
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filed for RcconI It R<4..... of
AFTER RECORDING MAIL TO:
DnA.~OT MnnOF
'777'1( . A PA IX
r.DA~n TFORA~F ~A q7~24
2B3U3?
Statutory WlUTIUlty Deed
_laP
THE GItAHTOR
DONALD L. WI'LSON AND HOLLY WILSON. HuseANO AND WIFE
'". "
...Md.._of TEN DOLLARS ANO OTHER VALUABLE CONSIOERATION
.._pold.""'..,.ud...."....... BENMOOR ENTERPRISES. ROBERT D. HDORE AND JOAN
J;;~~~u~~.,~..I'Ji~~~TER~:~~~:S~UST ORGANIZATION ._of
w_ ,
LOTS 1 TO 5 INCLUSIVE AND LOTS 15 AND 16 IN BLOCK 6 OF BAY VIEW ADDITION
TO HADLOCK. AS PER PLAT RECORDED IN VOLUME 2 OF PLATS ON PAGE 47.
RECORDS OF JEFFERSON COUNTY; EXCEPT FDRTIONS THEREOF LYING WITHIN
COUNTY ROADS; ALSO. ' ,
THAT PORTION OF LOTS 6. 7 AND a IN aLOCK a OF KUHNSVILLE. AS PER
PLAT RECORDED IN VOLUME I OF PLATS ON PAGE 35. RECORDS OF JEFFERSON
tOUNTY. LYING EASTERLY OF OLD COUNTY ROAD; EXCEPT THAT PORTION
THEREOF CONVEYED TO JEFFERSON COUNTY FOR COUNTY ROAD BY DEED DATED
FEBRUARY 17. 1971 ANO RECOROED UNDER AUDITOR'S FILE NO. 2D7954,
RECORDS ~F SAID COUNTY;
SITUATE IN THE COUNTY OF JEFFERSON. STATE OF WASHINGTON.
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11110 ..., .. Ii... .. 1uI1iJJmn. ., "'" .....10 .... ...... ""'tnct _ die ..... .......
..001 SEPTEMBER 20, . 19 79. ond __ ... IlMo _..,..... of die _
'dacrlbcd propntJ'. and the con"","~ of .-arranI)' herein coataiMd IhaU _ appI, to an, dtIlI., ...... ..
GK'Wrlbnntw ~ .".. thruugft fJ1t land", 1M pUrdUl..... In Itirt contnct. and Man DOC appI)' fD M'1 taxa.
-............ __Inlod. __.. _... duo...-..-...".... of N1d...........
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RnI _.. E_ T...... pald "" IId..........pod ............ OCTOBER 15, 1979..... No. 40193.
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. Dalld thlt..
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c:....." 01 JEFFERSON
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On thb.v ........nv .....,.., ...,.... m. DONALD L. WI UON AND HOLLY WILSON
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........I"'IOdthol THEY oIonodtl....msu THE IR ................,...............dos
... and PUrpoM' lhmift IMnlkwltd.
GIVEN ..lid.. mv ....d ..d .Irod.1 .... thl. /~ .." '" JUN:, 19 83
1[",nSOII CCUIHY [XC/IE rAJI ~ t::?~~" ~
All. N~. -J!"{'J'.L!l lWw,,.;f:f,jwJo<I4Isa..., II'..'.......
0.,. r'!d~S".iArnr:;".D() .-.,01 PORT TOWNSEND
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: . ,(/' ,i~i!~,~!,.~ .' ;'I,!~~~~~SJ,~~II~~:J1( .J,:~':'iJ?-r:'lP'~"1.',r.
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, "';", Jefferson County,' lying-Ea ~terly of old county road; Except that
';portion thereof conveyed to' Jefferson County ror Coun.ty Road by
:deed dated' February-I?, 1971 and re.corded under Audior.' sFile'
_, ~o. 207954, re.cords of Jefferson County, State of Washingto'n..
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, _;,.IM~KE REM!17Ar.icE PAYABLE TO JEFFERSON COUNTY TREASURER' ~fJ':;;:(t,- --,"
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I'!.'~";"ODRESS 22773 La . PaiX"Grand"'f~Wacev~~O~f~"PL9~J~4RESS ," ":::-{'~\:>:it~1p:;"
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, per plat, recorded: in. Volumel,p.t;;,,:J:>l~ts()n Page 35, r~cords ~f' ,;;, '"':::'~';";;':;"".':; ,
J effer130n county,. lY.ing ..'.,~a. 8~,.,.e..r~!;lf' cf.',.-..;'b, ..1."..~.. ;: county. road; Foxcep t. that. .iP6t'~1:o~.th~rp..
of conveyed to Jefferson. Countr'..,o~,pounty Road by deed dated :-1;' ;",u"::':... . C
February 17, 1971 and recor.ded}. lJer.."J,;uditort 5 File No. 207954.,jl ..'
, record13 of Jef.ferson:'?oU~t;r:;;~-S:'t 'ff;.,~~.B,h.ington. . ,
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TRUll! SAlIS 'Rlel
DATI Of INSTRUMINT. (_4.,..f doll'''T of 1.."_III,..t'liclodiotl._
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J.~. !.EAL ~~~A,1;-= .~~,~..~.l!iw:~,,".,:,,~l~&f>:, . "~e~~?r~e;ation r-1
ANCE PAYAB!-ETOJe;F~ER~ON COUNTY~FlEAS;lRER Vas L..-J
logal d.sc;lpti.... .d-~'.:d ~~ ~~;ntJ'EfFERSOH COUHTY '
..~tft'l::.:to~~~;ausive and 'Lots 1 ~ "'0.:1-1'1> in Block..Ji of Bav view "',' ~
.!Iiln i ~i nn ' ~ ~dl\~ck';---as per plat recorded in, Volume 2 o~ Plats . rifi,.~:~, ,:':;l:::-' ,
~l~i~:~2.~_~r~.~~t~a~:;.f~;~~ County; EXCEPT portio~.~J~~j.rGj,M?':~'-;,;::;?~:
That port;.i"ln of ,Lots 7 and a in Block 8 of I,uhnsviHe'as,vpIU:;:O'}, ,,:fi:;::;, .~
pla t reco?l1ed in V()lume 1 o~ P ate on page 35, recor s of JeffeX'so ,f;1';7i
County ~ lying Easterly of old county road; EXCEPT that portion ,," 'ty:~~' .;,'
thereof conveyed to Jefferson Count:! for county r,oad by deed da~ed","." >.
Febr'ua.rY" 17,1971 .and recorded under i\uditor's F'ile ~o. -207954, ,:"~'
r13cord,s. of,~ai,?, countY1
!?itua,~ein;;_~e':.county of Jefferson, state
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", 70" "'~:-(T~U~~~?~;~;~~i!j~6~~~f?;~tsi~,~i~ff~~~':\ '
GROSS SALES PRICE
(eQuit'/plusohllgate<1balancel...... ..... $",':;,000 on
PERSONAL PROPERTY IcJeduclJ ,';... ."$
TAXABLE SALES PRICE. ..... ."",:;..$ f;'. 000. no
DATE OF INSTRUMENT SeploembAr 20,' " '179 -
IOn date 01 delivery of instrument If that is the closing dale provided in
eontracl; Olhe~_~i~ upon,e)CeC,utl:~~:~f cont~~c~~, ,:',
TYPE OF INSTRUMENT. Rerii' Eab-iloA",Contrllclo
II stile cO\lers properly tred~ln undefA,C:W;':2a:A.4sqaS glve.date and
altidavil number 01 prior. sale.. _ :'>, '- .' '>'," ',. "
DATE ~:,.'_', ,,/\~r-:~~t:~.I,t,.~.~.~!'<~.;.,:_f.-::' .~',~'. "
'.TYPE OF PRO'PER+~7 :tJ:~~;;;~;'~.I~I};r!.r.':f;~tn'~~:I~.n;laI.!,
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.p Mob,l. Ham!. Si'.: " 0, ,~UIII~I. o.wil.I!",P,:' q ,~r..~.f.~
()~s ~Id l"clud/! cu~renf crop? ',t--,', '", -,: :,':~~.:;:;[J~ .VESr,JZJ NO
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,ace' S<Jlo prlco Inc.ludere.1 e.tal.,comml~llon1. :)',:~': 0.;- xes.;" 0, NO
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_ If mar. than one counlV par~.1. ""m\iir ;wlll properlY; Of ,,'1"",~, 0' ,
\ ' bf.. Ulltd al" Ilno'.parceI1. ~ '\;~'1~t ~~, ....,.) ,I, "~"".j~i: 1"VEti:," \NO
WJII this propef'lV be UI~'h'"tnv~adl~I~lng.'~ " , '(~ J)' :,. "
i :,h,~~.OPft!IV pr...ntly ~~",!d by\ Ih. pu~~~;~'l ,"1J"'~; ~J{g.l~V,t)! q/ ~.~O~'
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fENALTY 11% P"monlhl .. ...'" .:; ):c, S:'"
TOTAL""."""""" ". ;';...~';':::;,S
AFFIDAVI.f" ',...,'::
The undersigned being fir$! SWOtn, on oalh say' thai ,the
Hue .1nd correct,st8teme"I of Ihe laCl~ pertaln,ino"O:lhe
above described .{eal esilltl', . . , " :< '. :,~;,'-~
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c ! AFFIDAVIT AND REAL ESTATE SALES TAX RECEIPT
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Purauant to County Comml..lon.ra' Re.olutJon
9528
JEFFERSON COUNTY, WASHINGTON
NO.
Be riha C. DIlfrllOtt
'1'h!. become. your l'eceJpt when .tamped ~1d
by County Tteuurer. Payment mUll! ba made by
c..h or certWed check. .
SIGURD SWANSON, County Treasurer
, belng first
duly sworn, on oath deposes and says: That the following information rela-
tive to the sale of real estate is true and correct:
Seller's NamA J.Il.lIenstIOJl
- Jla41001t. Wa8hlJl.oa
Address
Buyer's NamA Bertha O.Damr.'.
SELLING PRICE SALES TAX
I -- I
Penalty L
'. TOTAL -./
Chapter 11, Law. of 18ftl, ExtraonUnary
Be..lon.
( ~te of Instrument 8/21/6t. nate of Delivery to Purchaser. ./21./S"
Na~ure of Instrument QCD
Sale Price, Including Any Mortgage, Encumbrance, or 'Contract Balance
Legal Description of Property Conveyetl lotI Ii blo Ok 111 POl" Hacllo.Jr:.
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Notary Publlo In and lor Iha Slate 01 W~"~I'Mn"',n 0' PoI'1l !own.'1I4
NO IIIODotary or taxable co n11de1'll'1I11
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SUBSCRIBED and sworn to before me this
22 day Of .&II<<uI' , 19~
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...',' ~r ~t r..c:or.Ie<l in ,';'01_ i 'o!: ?lr.:" em ,pa.... )5;-~cords oi: .
Jerr~rscn C~t7. lyin~ ~~~-r!? o! 01: C~~~7 ro~d; ~C~~~ ~hat
!'Ortion 'ther~o!' cO':":vlI!lyed to Jefferson ..county for...Coun':.7 ~=a~ 't:y "
dHd ~atpd :eb:-uar; 17. 1971 and !"ecc:"'d.ed. un~~' Aud1'te:-' s :rile .'
~.o. 2079~4'.~r::c;ds ~r Jertersct: ~~.. :S1;a~.~,~i"{~~~~~ia;ton..:
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trustee~ fur BCNMOOR Er;TERPRISES TRUST OR~~IZATION.
J,cni....tLa' aJ:td the ""pq~..
\\o""ll1o:ESSr.rn: That the .ntr ~ Co tdI to the purchun ~ the pUrU.wn &fT"" &0 ~ lrolfl u..e M'l1rr u.c WIo_UlC
~ ns1 a.La.l4 wit.b tbe awun~~.. Jefferson cow7. St..a.t&.t Wu.Ia.i.a&fQQ:
Lot~ ~ to 5 inclusive" .and Lots lS and '16- in . Block 6 of. Bay' View ~.~:;',
.- A.dd1.t1on to Hadlock, as 'per plat -recorded in volwne 2 of, Plats',;~ .'.~~'
on page 47. records of Jefferson Coun~y;.Ey.ctPT portions thereof
lying wi~~,Co~t:.y. Roads.. \~?'..:, ".._. ~/;';_:~.:: ~.~ >','~ .:; '.~.. _'._-~~-~::"'::'
That portion of Lobs 6, 7 and 8 in Block.8 of Kuhnsvillc, as per. ....
plat recorded in Volume 1 of Plats on page 35, records of Jefferson
County, lying 'Easterly of. old county read;, EXCEPT that .portiori.. :""'.
thereof conveyed to Jefferson County for County Road ,by deed dated~
February 17; 1971 anq. recorded undex.Auditor's ..File No. 207954i-",'14
r~cordS .~~ said :'countYJ .... :.:"~-. '~:'~::': "'- L~';:''-,'',-"::"':' :",'~--'- .~. '. :.': ~-~.,~... - -;_' ;....:::.;.~~.:..!,:~~~;~.~
'S1tuate 1n the County of Jefferson, -State of' Washington. . , .".... ......
n....--...d ~ ef dab CIllCItl'Cl are.. ,.no-: n. poud.ue p:iar b SIX TROUSA!~D AND NO/IOO---
__________________~________~--"':'-----,--~---($6, 000. 00. ) IloU&n. of ..h1dJ
'l'IiO THOUSAND AND NO/lOO---------,..-------------- ($2.000.00 ) "'.... hAw
... paid., \II. .-alp&. ..hmoi'II bcftby &ebo_Wpd. lAd tilt ba1aDca or ~ ~ pm. a!Wl _ pUd &I. follows:
. ONE HUNDRED AND NO/100----------------------------($100.00 )Do1hn,
::. ""o~;r:~~~ ~~~ ~;~i~~a-..:.::~~-~~-~..;~~.~:.-~~~~~$r 100.00 :.; J~~
W _fW at p.rrdwn". oplioa. oa .r bdo,. tu 15 th . ~ dA, ar DCh IUCCfrdiar aJmdu. _Ul. uati! the ba1um .r &lid
pudl.I.M price ah.a!I b.. bealI full)' p.11d.. Tb. purch.ucr 111J"thU .&(TftS 10 pal' mtc~ 011 u.. ~ ba1aMw 01 ..Id puaUMe ptb
attk ntt 01 9 1/2 per em pt1'&D4W11 fNIQ \lie 15th \b)'of October" , '..1~9 ,
wti:b bttrt'CSl than b. drdudrd frans CII:h 'rl5IltlaMat pe)'mIDt .&Ad tb. Inlu:lc.e af ..ch payaMDi appIicd ID mhI=- ...oI'.,n..dpal.
AlIp.ymnbloktaatkbtRUDdcrabllbeGloLdc&t -Saller's ;oddT'P-!'ii!'O. 'R.011t'P 1 J\n'l At) J\
_~l'lIchetkrp..c.ulhe..lIdlal2ycl.indlatrri11Dc- '.' _.' Port '1'ownsend, "lA 98368
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(l) Tbr pudruer IIrm, w:nLil1hr pulrblOOj! prir. II lull)' paid. to Ltc;. t~. bul'dinJ' .ow .1Ml "'mtlft pbCl'l1 al'l uid 1ft! afal.
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.. uy rownant rnprnill, Ih. tOlld,;tlo/l of all)' Imrra\'tlll.nhlt.<Plr1Ill ncr '~:I:l ~I pun"'...1' ., ..D" II' Ibt 1u.1.,...' 01 ,ltb., h brld 10
_, nWQl.Dt 01' ICI'"'tD.nl for .ll,nllon" lrnpl'llwl9lfllb or ~In alllru tJ'o. (C:\'Ulll cor IC"'I.-cl rdird .11 it C'O,,"I~ iteniI or b
... W'l"tUnc ud .lIutwd to and IIUd. 0 put of IlIb C'OlIlr:r.."l. . .
(4) TII. pard..." .uu.... all bUlrdi .f ell..., In 01' dnuucUon el UI)' i:r.pl"lIUllIttlb ...... nld real ....1. ., ....It'" plat"'"
I~..IKI ftt Ilwl.UIIIl.r u1d ml .,tlt..1' '"Y part Itwfnllor plbUr u...; L,d a;,"1 111I1 110 ...b daNe., d~I'U(tlo. .. ",Un. ,.,,11
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Ilnuruno fflUll'lll'lr .1111' pay","l .1 III. "UGlIsblt ftlW- 01 ror-ocurill' Ih "!:Sf Ih:J '" .......Ird 10 'h. ,,.torauol or ItbcDa"l of ,ueh
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Lota 6 to 13 1nclud:"8 1n mock 6 or Bay View Jdd1 tion to Hadlock, as per plat recorded i1 It i
Vol....e.2 orplatB,'pace 1.7,,~,ALSO,'Lot5,,:In Block 6.,or ltuluurville,'''''J'81'lplot'recordlld . ,;. i
:In VolWll' 1 or PlA18, pege 3$; EXCEPT that portion or<,BaidcLote 6,~7,~1l,'12'end 13:1n ; l
RlocJc 6 end.t.bet, portion or.Baid Int5.:In Block 6 conYOre<ltolJerrerSOtLCounty tor County 1;'1
Iload No. I., by dee<! elated February 17, ~!771 end recordlld,'undor.\llcU.tor'e,Flle.No.2079$1.; I,;: j
AIID EXCEPl: tl1at portion ot said Int$,:In.Block.6, taJcen.tor'.Ooun.ty.5ec0ndar7 Rood Project ' ,
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This becomes your receipt when .tamped
Ca1d b~ Count), Theasw:r. PayJJlcnt must
, A~~g~ b~~~sgrN~e~~~ e~~~'.urer
:,eing first duly sworn, on oath deposes and says: That the following information relative to
the sale of real estate is true and correct:
Seller's Namp Donald W. Rosbach and Gwenn RORbAch, husbAnd Ann wif
and Alan I. Uarsh1aln and J nioe R f
Address 0 0 BrlloB Re d 2 "T" st" Port Townsend, 'WAsh.
Buyer's Namp v n r. eaman ana Ethel: I.;. Beaman. husband &: wi
Route 1
Por~ Townsend, Wash
Date of InstlUment June 18.1964. Date of Delivery to Purchaser June lR, 1964
"f' "Ire of Instrument Contraot of Sale &: Warranty Deed
~. _ Price, InCluding Any Mortgage, Encumbrance, 0 r Contract Balance
Legal Description of Property Conveyer!
. LotR 1,2, J And II in l'\lnnlt- A of Kuhnsvi11e, as per plAt reco:rdAd in Voln",..
of Plats. on pa~e' 35. reoords of Jefferson County; EXCEPTING THERF.~RnM t.hs ~1gh~
of way of Seoondary Road Pro.1eot No. D-19 as the 8allU:l io now 8111"VAYAd ",nA 1 nna~A"
over and aoross Lot 4 of said Blook 8 at Kuhnsvi11e.
AFFIDAVIT AND REAL ESTATE SALES TAX RECEIPT
Purluant to County Commluloner.' Re.olutlon I (p U
JEFFERSON COUNTY. WASHINGTON ~
c.---'
:1057~
NO.
;TATE OF WASHINGTON)
-::OUNTY OF J'EFI"ERSON)ss.
Donald W. Rosbach
Selling Price Sale. Tax
E $ 62501 00 62150
e Penalty I
Ch:~~: Lo... 01 1961, E~:.l~
Session.
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.x;J 811natura of SaUer.
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Do Not Write In Thl. Spice
IiV. '
JEFFERSON COUNTY
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EXCEPTING THEREFROM ths rlgb~ or way or secoDdary Road Project No. D-19
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AFRDAVll and REAL ESTATE EXCISE TA~ RECEIPT
CHAPT. 11. LAWS 19SI. EXTRAORDINARY SESSION .
PURSUANT TO COUNTY COMMISSIONERS RESOLUTION
~. . 65G~"~~'"''
No. :l4! . "~
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COUNTY OF JEfFERSON
OATE PAID
Thl, b.,orn.u your ,.eel t wl__n .
Itampcld paid by Coul'lIy T'M..
",.f. Payment I'AUS' be MGd. by
Cl:llh 01 Cerufled Check.
ARTHUR SWANSON.
County T,ooluror
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, beIng 'I,., dul.,. .worn,
'L' " '01'1 oath depo... and lay.:
Thol the following Information ,.laIlY. II') ,h. 101. of ,eal ..101. II true and cott.ct.
_....<;!. ,..._\ . S.II.,', Nome
,I Add,...
:. I .. BUYllr', Name
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:Tn"" '1', n.rtUlJ IlUld DeU. K. ~_e
'P (). Box'125 -Ea41:ok. Waah
m.:,.,..*n.~roder eil4 lW'i. Dro4e:L"s
Add,... 'P_g;:: ~1 'fil1;~oute 2. Pori 'l!01mllG4. Wash.
D~tr of Inshum.nl 0 . ~ . 7 Dol. of Sol.
Dale of Delivery 10 Purchal". . .. , .
Nal". alln.hum..' J'1T....."A....1"'.. A l!IS11U''''t'''It and Deed
Gron Sol., Prlc. Including any Morlgug., or Contract Balanc.
(Nallndudlng Anv P",analllvl baJ.anoe onJ.y assumed
l.gal O.lcrlptlon of Prop'.rIV 'Con,...y.d: . .... ...
-Lots J.! 2, :3 and It. in Blook 8 of' KuhnsvlUe, as per plat
reoorded 1ri VoJ.ume J. of' 1'J.ats. on page 35. EXOXPT right of
way ot SeoondBr3" Road Projeot No. D-J.9 as surveyed and J.ocated
OVGr said ,Lot 4.. ....,..' .
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Slgnatur.
SUBSCRIBED AND SWORN 10 b.ra,. m. ,hi,
1'.t Eld.. Tau
Penalty
Total
PENALTY:_ IM,_ofth.
10" "om dol. of In.trum.nl If nQI
paId ...lIhln 30 day..
18th
dava' DAft_bAP
SEND FUTURE TAX STATEMENTS TO
A bon ...4 Hr-
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Anv p.rlon willful IV givinG tal.. Inli.WJ~~n,&n_thl"afllda,,",'holl be lubl.e'
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~~~fJ ~1,n'l lAnd1ng on the Portage Canal.
'f::'-;1>.'~ , On Wotion, duly seconded, the Clerk was ordered to not1fy Mr. George A. Custer,
'k~:.\.~ii:I"~~'hlng Conciliation Comm1s1oner, that the Board reoommends Mr. E. U. RObbins,
,~ ~"4".U.nJ, Washington, for the office of Conciliatio,n Comm1ss10ner :for Jefferson and
:'[ C:~..U.n Counties.
~, illo following Claims against Jefferson County were eXIlJlI1ned and approved:
I, ~i')IlU: ){\' ~:XPElISE I
t.. L>o,.:':hart '
'::,,;' II,., L. l10rdby
,(:',,/,:1 I... Cousens
t'.: ,
en ~otion, duly seconded, the Board adjourned to meet on Monday, January 4,
011 ~ot1on by Mr. Nordby, seconded by Mr. 'Cousens, it Vlaa ordered that the
County
Salary
24.40
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lHl. nt 10 o'clock, A. M.
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Engineer
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(,If ,,:,' Clnrlc Aldrich Deputy.Coroner
~~~r' ".':;0:: :::::::::oo.d. tho .mng ::::s:: ::::::::;~~~:'h1P 27 North,
~J;:\:; ~ :t,,:4,S' 1 Wost, 1'1. M. VIas sold to Glen and Paul Dennis at the rate of one (l) oent per
. ... .f- '
;:;\,!~ t:H.l foot. On Motion, duly Seconded, Plans and Specifioations for Secondary
,~i(:"P.:1u...1t i'roject,~..::l~ (Oak Bay to Portage)were appr.oved.
i(;il' 011 L!otion, duly Seoonded, the Board adjourned to meet on Monday, F'ebruary 1, 1937,
;(:<'fi U 10 o'clock, A. M.
Dr. P. ~. Delaney
Health Officer
BOAIID OF' COUWl'Y C01lu,!rSSIOm~HS, JEfo'PERSON C~'l!TNTY,
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. ij r:,ri: Jf the Bonrd..
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Member.
WASH~GTl L:!:'~
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Chdirmlln.
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to :.\' lC.j'c.,~-,,-,>,,/:€:... JEFFERSON COUNTY /28 '7
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JEFFERSON.
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,::-!IS nrm:I:TURE, made this 12th day oi' January, A. 1.937, between J. J. BISHOP,
ATTRIDGES ADDITION TO IRONDALE
of Jefferson County, State of Washington, party of the first part,
OF JEFFERSOH, a municipal corporation in the State of Washington, the
part;
~ITNESSETH, that, whereas at a public sale of real property held on
1937, between the hours of nine o'clock A.M., and four o'clock P. M. of
real property tax judgment entered in the Superior Court of The
Jefferson County on the loth day of December, 1936, in proceedings to
real property, and an ORDER OF SALE
seia party of the second part duly and regularly purchased, in compliance with
of Washington, the following hereinafter described real property
in the County of Jefferson, State of' Vlashington, to-wit:
All of' Blocks 1 to 23, both inclusive, in Attridges Addition to Irondale
entire said'addition.
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AUSTEN ,ADDITION TO PORT TO\'alSEIID
Lots 9 to 15, inclusive, in Block 1 of Austen Addition to Pbrt Townsend.
THE BAKER ADDITION TO PORT TOWNSEND
Lots 3 to 8, 'inclusive, in Block 12 of The Baker Addition to Port Townsend.
JOHN BARTLETTS FIRS'!' ADDITION TO PORT TOI';IISEND
Lota 5 in Block 2 of John Bertlotts First Addition tQ Port Townsend
Lots 6, 7 Dnd B In Block 1; Lot 5 in Block
" J r.~.- 7,,,
2; Lots 1 und 2 In Block 5; and L01
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EAY-VIBW ADDITION TO HADLOCK
n, 10, 13 and 15 in I31ock'6; all 1n Bay-Vlow Addition to Hudlock.
IJF:LLHVIE\'I
Lot 17 In Block 6; Lotn 1 to 21, 1ncluuive, 1n Block 16; Lata 2, 3, a und 7 1~
l'lj f.llld IJotf'l 1 to 21, incl.lulvll, In Block 10j all in BllllovioVl
'10.. , ".'J', \' \,1 \' I '" \' " ,. /. --
r~'~. I\"i/I'/...", \.']ri'.,',.,' 11!,~II:'J{..> :,)\J"'1ltl ',"111. ~I" fl.\~ I)'(lr" .qll \'I{,',)~I'I '~"',,,,' I," ,I', I~)" /\1, j.....,., \':./
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Lots 1 to 8, inclusive, in 'Block 20 of Johnstone Addition to Port Townsend
to Port Townsend.
JOlU1STONS ADDITION TO PORT 'rOWNSEND
JUNCTION CITY
An undivided ~ interest in Lot 6 in Block 23; An undivided ~ interest in. Lot 10 in
Block 24; Lots 1, 2, 3, 4, 5, 11 and 12 (less R. of" IV.) in Block 99; Lots 1 to 6, inclus-
Ive, in Block 101; and Lots 5 and 6 (less R. of" W. ) in Block 123; all in Junction Oity
KEARlJEYS PLAT
Lots 2, 11, 12, 13 and North t of 14 in Kearneys Plat
KUHUSVILLE
Lots 5 end 6 in Block 2; Lot 4 in Block 3; Lots 1 to 8, inclusive, in Block 4; Lots
1 to 8, inclusive; in Block 7; Lots 5 to 8, inclusive, in Block 8, ell in Kuhnsv1l1e
'r,ACKMANS ADDI'rION r.r0 PORT TO\'/HSEND
Lot 4 in Block 1; Lots 2 to 12. inclusive, in Block 3; all in Lackmans Addition to
Port Townsend
LAUREL SHADE J,DDITION TO P_013T 'l'OWNSn:ND
LotB 1 to 16, inclusive, in Block 1 of Laurel ::lh ',,' Addition to Port Townsend
LEAHNEDS SECOHD A~DITrON T_O ."_ 'l'OI'INSEND
Loto 1 to 10, inClusive, 1d Block 6; and Lot 5 in Block 8; all in Lesrneda Second
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A:ldltlon to Port TOVinsend
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. _~ "h'9Id. on S6tur::..F.-.;y., ~6nL18r~r 9. 1~37) tetv:e8n the hc.urs or.~n'~P;R;:-:~~t'4{~:\r"?/7"
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f;.~.~~:~~-:.of. ~'ta~hi~~g<tc?~ fo! J~ff.E;rs6n COunty on t,!!5~,. ;LB~,~ ;:4.~~- ~', ~-~, \~~1~~.
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,;ri".: :'bl'tynt tne'se.1oI1d: D6rt dul~' end rer\l~;Jrl~' P\iL'r.:-J,El:Jed.~'..J.'.
(,(,,;;.,dcn::e;-;ith' tl:eli:lIs. 9f the Stgte of 'W65biDgt.on,'t.he fo1':fp',:;l:6i{t',
hafE.>it:ctte,r d",s '!.rib ed, rel'!l I,roparty lying cEO h,:i.np. l.n the Gciurity"';y".
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:":,3 :],,;,y 'i.;,:,pJ:iJ,d WU;!l tIle' laws of tho State of :';ashlngt6n"
,.':~""f.'''cy to "~"! t,le 1 t to' f.l dced to the said: 1',,,a1 property',
:,il....'J :";,':,;.:'(:.L'(.'::!~,J hnu~\f :i<3. that I, J,' J. BI~;l{CP, The
Tr.:',. .~Ij {,~l" \.)1' :~::.: Id ,.::},ll'it':~,~:{ON ,JOUN'lry to !3'l'A'l'E ,O:r' Y'!A~JHI:\r~lr~orrJ in
,1(',:',~,:,~rctl. t';ll ,"c' the) f.'l'{'lrd~HS MId by virtue of: the ntetut"s of'
tIlt.) S t,~', to ,.,f ','hshlngton in 3uoh OOSos Ll1.oda t;nd Ijr'jvid<ld do
h.;r,)by ,::x'[,nt ~nd convey to the said .rE~'FErlS()N GCU:i'[Y in the
[h'A','b: ui'!A"dH";G'l'ON, lts hell'S s'nd 'ossigns ful'aver, the said
1'001 'pI'Oljl.Jl'Ly llerolnbefore desoribed.
Glv.:;n 'lnder my ha,Tld f1tl,d )3~al this T'.I'o.lt't,h (12th)
.TenLf.iL'Y, A. D.,' 19.37..,,;' ..,.....<':" ......
. '.' .J.J. BISHOP
'Treasurer of.' Jefrt.1ri"Oll County,
('l1i:.:/.::;ur",i('G SE.4L) , State ot.' Washlllet9n.
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1,cbo','11odsc.d on J"an\lory 12th, H<37 , tn the State 6r \;;0811-
In~t',on, Co,.nLy clf Je:rr",rson, br!!'ore H. E. Andernon, ,OO(ll~ty .
Clark and Clerk of' tho Superior Court In and. f6r said COlmty
hnd SLoto, by J. J. BiShOp, as Trea~urer of Jefferson County,
Stolo of Wt.lr,hlrq,;t,on. '
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Lots 1 to 8, inclusive, in
Port ~owJjsend.
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JUNCTION CITY.
~r. undivided i inte~ast in Lot 6 in Block
An undi~ided i interest in Lot 10 in Block
Lots I, 2, 3, 4, 5, 11. and 12 (less R. of W.
Lots 1 to 6, inclusive, in Block 101; end
Lots 5 and 6 (less R. of W.) in Block 123; all Ip. . Junction; City.
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Lots 5 end 6 in Blo'ck '2;
let 4 in Block 3;
Lots 1 to 6, inclusive, in Block 4;
Lot.!l..l.tc? 8, )_!!.c:.lusi.ve,-iE.._Bl~Ck 7 j ~
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lot ~ in Blocl: 1;
Le,ts 2 to 12, inclusive, i.n B~?~k ,3; all in Lackmens Addition to
Port 'ro,^1'lsend.
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STA~~I,?t~ ~~~~~~~~:ON. } ss. No.....),9.A04Q..........._....,..~
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willS .1JUu~uturr. !\lade thls......................lQ.1ih........,.........,.........................day or...:,::.,...~P.r.;l..J.................._..................... 1945.... betwi
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WITNESSETH. That whereas. at a public sale or real estate. held oa the...........:!,9.fu......................day of ......__..AUglt:!:t....._........__A.. !l'j,;;",;
pursuant to an order ot the Boa.rd of County Commissioners of the County of Jetterson. State of \Vashlngton. duly made and entered, and 8,;
having first given due noUce of the time and place and terms of said sale, and whereas. In pursuance of said order ot: the said Board of C01'
Commissioners. and of the laws of the State of Washington. and for and In consideration of tho sum of.........Qne,..Hl.ltIdffld...1l:1re....(a~05..C.':
DoUars. lawful money ot the United States ot America, to me in hand paid, the receipt whel'eot Is hereby acknowledged, I have this day sol:
......................._......,...........~:*-!1.!?:Q.:!,.Ii!.J'!.!!r.;r.!im....J.Q!:m!?9.,!)................,................................,.......lhe following descrlhed real estate. and which said 1I'S1\1 eJ
Is the r>>roperty of Jefferson County, nnd which is particularly described as follows, to~w1t:
tots 5,6, 7 and 8 In B~ock 8 of Kuhnsville, ~ss right ~
(This deed issued pursuant to County Contract No. 313).
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Paul ~. TI"ele as Treasurer of Jef~er~on Co~ty" St~te of ~ashing-
.. ...... :""\_~. ';"'''~e first part,
tOL J pt-..rty _ _
"': ^r.-- ."'. ^..- .vp""vF<"'uF ~ mur,iCip&l corporation ir: t.he St,ate of
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- - --~"~~SO- .oun.. or. v!.E: _1.. ae. 0_ and an Order of
1:o:~~:::.c' ::- ;;re;losE: ~,aJ: liens upon re:-.:' :rrotPeI'ft)'t'hE: second part
ceo,_J.~.~ - '" - . ' t'" "DE>.-'- y 0
S!'.le duly issued tl~' sale COI!rt? De sa;c. ::.. ~ - v'i th the laws of the
duly e.nc re~u:e.rly pur~De.;ec., ~;~:om~~~~_~ er described real proper-
S~,5.~e o~ V:astin~tcr'l t!J!:- ~~llo~~,,~~n~_~~~:~;r:. State of Vle.shington,
tv lv-iT;;'!: ane oel!.f .LL t!.;.e voun..::; o. tce__ _ J
tc,-wit: - "".' "'.,.~ us,,:'. {,ereiI'. tJetv..eer. lot. n',lI~berEC r::eaDS "to
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BAKER I S A[jDI'l'ION TO FOrcT TOWNSEND.
Lots 6 to 8, in Block 11; of Baker's Addition to Port
Towns8nd.
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JOHN i3AJc'fLETT I S 1ST ADDI'l'ION TO FOitT 'r01\'KSRND.
Lot 9 in Block 1; of John Bartlett's 1st Addition to
Fort TOI\TIsand.
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(BAYVIE1\' ADDI'TION TO RADLOCK.
Lots 2 to 4 in Bloc}; 6; ...'."_....,. ".,_-...)
Lot 16 in Block 6; all iIl.Bayview Additi.9nto Hadloc1::..
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Lots J & 7 in Block 6; of Broadway Addition to Port
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CHAU~E.q I S SECOND ADDITION TO IHONDALE.
Lots 17 & 18 in Blook 20; of Chalmer's Second Addition
to Trondsl e.
DAVID'S ADDITION TO PORT TO\',NSEND.
v Lots 1 to 8 in Block 1;
v' Lots 1 to 8 in Blocl: 2;
v I.ots 1 to 4 in Block J;
v Lots 1 to S in Bloc}: L.;
v Lots 1 to 8 in Block 5;
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!:ounty ot JdtIJI"SOl1 89.
NO.....,~.~.-:7-...........................
W11hl 31m l1tUl'~. Modo thIS.~..........~...~..,......................................dOY Of...~.............................., 19~,~)etweon
. '" .."'."...'..""......: .,...,.:......"....~~..~~:..~..2;..:.~.:7~~... ..:.' o~ TI'~O~~".:.:/. COl~nIY. State or Wa'hlngto~.
llll.' 11IL1'tf or the f1ISt pnl t, an<<.:..........................l2.~..........':.~T~....... ........ ............:,t....................................~ty of the aecond pal t:-
\l'1.j'Nr~SSI!:TH, 1'hot whoreos, at n public solo o[ 1'00\ os Into. held on Iho,................ . ,~..~,:......,doY or ..........~.....................A. D. 19.~"
11111'I'IuI1nl to an onlel' or the Doat'd of County CommlRRlonofs of the County ot Jetlcrson. State of \VnshlngtoD. (l~.i;..~.;i~..Q.nd entered. and atter
11:1\'111,1.: 'lI'HI "1\,(111 duo notice or the Ume and plnce and terms ot said sale. and whorcn!J. tn pl1fSUUnCo ot sRld ordor of tho said DOl\I'd at County
('''I11I1II."lullOl'', IIlId or tho Inw. or the Stols or Woshln,;ton, and rol' and In consl<lsl't\lIon or tho SUIll o~~~.~.:.~~....~o?;?,.:;.d.:!:'.).
))1)11111":-1, Illwr~ I~~ncy or. the ,United States of Amel'lcn~~n .ha.n~ pah~, tho recolpt whot'cot Is 11(!1'eby'''~i~~~1 gotl. I hn"c this dny Rold to
t?~....,:,4?.:~~.~....~......,:...,~~......,........thO rollowlng desOl'lbO<l 1'001 estate, olld whIch sol<ll'eol estots
I~ I Ill.! Ilt'OlH.H'ty or Jcncl'son County, n,;~l..~.cl~..i;..~~~t1CUI81.IY allcl'lbec.l as tollows, to.wit:
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." ,I.
J",frerson County, State of ~ashingioL,
,,' :~'::(,:
?cul W. Tbiele, ~s T=ecEurer of
perty c:' t:~c t'~r-st. pt;rtJ
t.c
C o",m C.}' 0:' ,':fft':rson, e municipel corporation in the Stete ot: Wash-
ir6f:t.;j:~. t.:~-= pB=-t~ c: the seCOll':' ;.~:-:..
Tr, i: ta..:::.
iJE."\:.:-:: ,-il~Y ::-:::', 1:',;'::-
'r'::':"'~\ES~L:'~~1 t:~~:-, ~!:i.~='~::_ f:: E: pur';':ic. se.:~ 0:' ~ee.l property
!.;,elt 0:::' =:'E\.I..t.::'~e~-~ s.-'u~:: .:..~, ~~';:', DE:::;WE::erl t.ne :10:.1:"':: of nine o'clocl:
~;/,: u~ ~:~=~ ~.;~;-. ~~;~~\~. . ~:~~ ~~~:~t;r e:~~.:~~r~~!:~~: o~ ~~ 1;~e~~ ~~~h~~~~
t.,~='. ic:' ,~e::':""E:;:-so:'_ vOl..l.n't.~ o=-~ t.....~f: 58t..c ciey 0:' Ju.:':e, l~3~ J in proceed:'..
in~:s 1.0 ! 0:-e::::'05= ~e): lienE up or. rea::' J.':-ope:-1;~-, en:: an ORDER OF SAlE".
duly iSE:.Jed or seid :'OlU'"t, tone seid per1;~. of tc,e second part duly':
€one: recu16 r"-y purchs sed, ir. co:upl ience wi th ne laws of the sta te
0:" \":8sh1:,,:1-or., 1.r;e f'ollowinf nerei:;eft.e:- des ribe:i reel property
lyin~ e~d b~in~ in the Couti~y ot J~ft~rsoLJ tete of West1ngton,
t.o-wi t :
J.. uS ~.t2~ ;. 0:1: 'I'I 01, 7''( ?QF-. ': 'l'O'\.1;S":J\z,
Lc~s :. toe 3, end Lot-a 10 1;0 12 in Block 3 of Austen Addition
to Fort TOv::-.5Bnc..
.'....~J;._-..._
...,!.""""....~.,~,..,~....
BAKB;R AODI'PION '1'0 FORT TOh',';S1<.JID
1 to 3 in Block 2;
1 to 8 in Rlock 3;
2 to 8 in Block 5j
1 to 8 in Block 8;
1, 2, & 5 to 8 in Block 9;
1 to 4 in Block 10; all in Baker Addition to Fort To~nsend.
SA YVU'W-' TOHAD'LOCK .' ....,--:.,
./ : Lot 1 in Block 5 of Beyview Mdi tion to Hedlock";--
"'_'_'.'_~_"" ..--,' -.' "... "'~~_'4~. __.,_...".._,...,.,.~ft_.....___.,.."..,,,..,,..,,....,, .",.~.... ..,_,'_~~. ...._..
./ Lots
,/ Lots
Lots
./ Lots
./ Lots
v' Lo.ts
BP,J,CKEN'S hDDI'I'ION TO PORT TOWNSEND.
v Lots 1 to 15 1n Block 2;
v Lots 1 to 15 in Block 8;
v Lots 1 to 8 in Block 9;
v Lots 1 LO 10 1n Block 10;
v Lots 1 to 15 1n Block 11;
v Lots 1 to 3 in Block 18i
v Lots 13, 14, 15 & 15 in Block 17; all in Braoken's Addition
to Fort To~~send.
BROADWAY ADDITION TO PORT TO.','NS1!:ND.
v' Lot 5 in Block 7 of Broadway Addition to Port To~~send.
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;ef:'e:-5o-!lt;':Ou.::.tt~. t
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Coun7Y o~ ~e::'&:so~. ~ ~unicip&~ co~po~e~io~
~o~. ~~~ ~~~t:. o~ ~L~ S~C0nc ;.~~~.
in t.ne S"Ce.t.E: 0:' We..sr~itl~-
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W:'~!;E.s.sE~::: -:"::'c.:'! Wf,E::'&&E 8-... E:. puo2.:.c sale 0: ~ee.l p:"o;1E::r't.y ~elc.
0:: Sf.:~IJ.:--j,8r. Oct.::):;;::' :':;c~:., l?L4. -c;2t.we.eT_ t..ne nou::,f' C:' nine 0' clock
~~t,~~~r~~~~~~2~~~~r!~:: ~~::. i~h~!~~ ~~~d:~~:~~~ l~~~~.e ~~~~;~f~~I~.Eh
~( :o:'e~}csc ~e): l:.enE upo:: rea: pTope=--t.y. ane an O?~EF: OT S~"E. cit:l~'
i:suec 'oy $oait Cou:.--:, t.!.1C sait. pcr't~. of t,ne second part. duly and
:-efu i. !irly purer.as et, in compI iance wi t.r. "t!'"e laws of the St.a te or
WeEhing~oL, ~he followir~ he~einaf~e~ cescribet real p~opertr lyinr
&.:lc. b~in~ in ~r.e aoun:.r o~ Jeff'erso:.., .sv8v~ of' Wesh1ngt.or~, 'to-wit.:
{Tne wo:'c "t.o" wr~e:-€ t4sed r..e:-eir: b€~ween lot nw:r!ber~ means
"'t,c anc5. inclu~i:lt't';
r-_-~~
E-..;;:.,.!' .~~:. .:..:;:;: TIL'E ~'C ?O~~. TO',;:,:~ E!C, .
V
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IrC~S ~ ~0 8 in Bl0Ck 4;
Lot 1 ~~ Blook 5;
Lots 5 "tc 8 in Block
l(j','w'r:eend.
all in The Baker Addition "to Port
10;
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TOWNSHIP 25 NOR1H,
Section 1, Lu"t No.
" 1, to"t No.
" 1, Sr; NE
" 1, N'ii: SE
RMlGE 12 WEST.
1
2
Acres
"
"
"
49.32
49.19
1,0.
1.0.
NOW, ~MEREFORE, know ye that I, S. V. Peach, Deputy Treasurer
of said ifEI>'Fr:RSON COUNTY. STA'I'E OF WASHINGTON, in consideration of
the premises and by virtue of the statutes of the STATE OF WASHINGTON
In such cases made and provided do hereby grant and convey to the
said J];l'FERSON COUNTY in the STATE OF WASHINGTON, its heirs and assign,
forever, the sRid real property hereinbefore described.
raven under my hand and saal this 1st day of November, A. D.,
191,4.
(TREASUR~R'S SEAL)
S. V. Peach, Deputy Treasurer
of Jefferson County, State of
.....ashington.
Acknowledged on November 1st, 191,4, in the State of Washington,
County of Jefferson, before Helen J. Eads, County Clerk and Clerk
of the Superior Court in and for Jefferson County, Washington, by
S. V. Pench as Doputy Troasurer of Jefferson County, State of Wash-
ington.
~ (SUpr;rUOR COURT SgAL)
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~~e~~~~f~~~;~, ;~;~e~:~~~ e
S:.e"e
mUI:.~c~,;)5.l corooretio:. in
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De.:.ec t~\l:.e 2~nc.
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''A': T~2.S.s;: :::.-:, ' ~ W' . .
:..~t :.e.'ees e~ E p~t~~c s~~e c~ real esta~e
:.el6. or. t:1E :S!.:. ;e~. ;= ;':-l~~_l... :... l~<}~. oe'Lweer.: t.:J€ t.ours or
g J.. 1.., and .. -:, 0 sa' c. c. ..
,iuQ;::men't en "e ::-ed ~-; . ~" _ - !!.., ::'.l::-st:ent t.o e ::-ea1 estate tax'
3~!::.~~-": .. s",;,... -._ ::. "'r~: ~.~pe~~~.:' :.o....r: ::- ~r.e County ofJetr6r~on
n--,'.:.=.;:r,':; ~:';'~:~~:-;.:'''~ ~..je ~?~:~ c.ay :;:... l..ey, b.. t. 1904, in t
~..........._..."",J.....j.::... ....... -........e..::.i....:SE:: taz....el"::: -u.rj'"'''' rea-' es't t. nd
of sale dUly :"SS'.l&ti DY saic. c~;:r~- tt.~"said - coun~ e,;" ane order
in ~he State of W~shineton, the s~id-party o~ ~heYs~co~atf:~:~n,
~?l~ &n~ ~egu~arly purchased 1~ co~p:iance with the l~WS'~fth
~da,,~ '\:~;", ~:~~~~~~~~, i;h~Jc:'l~owing C;escribed real eJlt;te, 51 t~:t-
in&:,,;:- ~escrib~c' a~'s:' l' a oun,,~' of ,Teft'erso,., S"ete of Wash-
- ~,~ - _O_~OWS, ~o-wi,,:
The 3al~er Addit1o::- :'o"s:3 enc: 4 c~ Elool' 12 'r;. -. __,
tior: -~C t.he Cit'. ...~ ..._,""'_ rr '" "".; ~.. I ....- 't.le .'";a::er Aaa=..-
accor6ina LO t~~ ::~:~i~ .o~..j.~e.j.~t ~L Je.fersoD.C~un~r, Wa5hing~on
office of said" co~rl~~" 81 pIa" tnereof 8S recorllea in the .Auditors,
,.,,1
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v //8ay View Addition to P.adlock- Lots 'il and 12 of Block 2';--.........
v Lo~ 16 of Block 5. In Bay View Addition to Hadlook , \
lin Jefferson County, WashinGton. aecol'ding to the official .I
plat the reof 8 S l'ecorde~.2-.~. ~,he . A~l~.i~9_!:',Lo.K.f.!..c~_?.!__s_f!id_....."-"
C_Ql!U,t.oY:.---.------.......- .._.e__
Bellevlew Addition- Lots 17 and 18 of Block 1;
Lots 20 and 21 of Block 7;
Lot,s 1 and 2 of Block 11;
Lo~ 18 of Block 13. in Delleview Addition, in
JeCferson County, Washington. according to the ofCIcial
plat thereof as recorded In the AUditor's office of said
County.
L. H. Brigg's Addltlon- Lot 11 of Block 10; and'
Lot 7 of Block 12, in L. H. Erlgg's Addition to the
City of Port Townsend, in Jefferson Coun~y. Washington,
aocording to the official plat thereof as reoorded in the
Auditor'B office of said oounty.
Broadway Addition to the City of Port Townsend - all of
,,/ Lo~ 2 of Blook 3. in Broadway Addition to the City of Port
TO~isend, in Jefferson County, Bccording to the offioial
plat thereof, aa reoorded in the Auditor's office of said
County.
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ST.tlTE OF W.l1SIlIJ(~TO;.,' .. ./ - . l . . ---. -;:;;;-K-.-'-6-; -~~:;;.- .. t"!f( -
ss. -":moO< C~ _ "0 0 d d
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/: ; ~.,. f"'l . 380
( . Th. I d - ../ 4i -- '
/ G..~ IS n enture, Made this..~.....,....~../.-r....-::..............day of,..~~J.........---.......100.::... between,
C V lJ--..-
.._ 'C"'....:r.~,.... ":'~:z-.._;:-:?:"L,-::.. ..._.... ......................-... as Treasursr of JOIf81;/J01. Oo,.n,ty. Stats of WasMngton,.
~ ~ ~ "
'he party of the first part, and ~t..r......,.~:2.&...:;r..f*-~.:;J.-....-......... ,... ............................. party of the $leOna part.
.- /' /?l ~
WIT.N'ESSETJl. Th",t whert.as, at It lJubUe sa~e of reut est~te, hetd on, the.... "..v.::r.?;. ........daTI of..c.::U;.,?-.;~U.........
.1, D. 1110 (-:(. ,,1,,'sIM.nt to a,,,, ol'der of the board of OOlonty oommisstoners of the Oounty of Jej)'t!I'sOl., State of WasMlbJ!tolb, aroty
matZe and tJ/btered, albd aftel' havin)! first Iftven due noliee of the tin.. and, p~aee ana terllbS of satd sa~e, albd w1bel'eas, in pursu-
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anoe of sai.d ordor of ,the satd. board, 'f ooun,ty oonbmissionors. and of the ~aws of tho State of Washtn.tton. albd fOI' and in oon-
si,dcl'ati-tm of tho Slbm ()f..~:.f1;.M....c;.~"[A;::. ..~ ..fif...l.P:..Z..........,........._....._.............DoZZars. ~awfut nboney
O' /~ .. ~ .
af t1~fJ Unttet!. States of .I1merloa. to me 1,. hand, paid. the reee/,pt whereof is hereby aeknolU~edJ!ed. r have this tlay 80~d to
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QUIT-CLAI~ DEED,
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. ,Frank H. Woodley and Clara C. WoodJ.ey, Husband and;
The grantor..a....herem ................................................ ........................................................................................
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..,..W;Lt'e........................................:......................................:..................................................0.0..........................'.
for the consideration of...F.ar.t~~.ae:v.en.....and...:.-::::::".!!:~.~::::".::::".~:::::,::::".~~.::::::".::::.:-:1.Ua............. Dollars,
and also of benefits to accrue to:...them.....................br r;ason of laying out and establishing a publi~;
road tbrough.........:thelr...........::....property, and which is hereafter described. conveys... releaee.$ and
qult-claima.to the County of.....il'.e.1'.t:ar.aall.............................State of Washington, for use of the Public
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forever. as a public road and highway, all interest in the following described real estate, viz:
A strip of land 40 feet wide being 20 feet on each 'side 01' the
center line 01' Secondary Road Project No. D-19, as the same is now
surveyed and,located over and across Lot.4, Block 8, Kuhnsville Addition,
T29RR1W, W.M. all as shown 1n p~ans approved by the Board of' County
Commissioners January 11, 1937 end on file in the County Engineers office,
Jefferson County ",,,'
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. 30th. March'" '7
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for the ,coz:tsideration o~ . ... .......... ::..............::....:::.:::-.~ .=..=..Z1.i!.. Dollars
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PUBLIC WORKS
JEFFERSON COUNTY
SPECIFICATIONS AND CONTRACT DOCUMENTS
FOR
OAK BAY RD. - 'FLAGLER RD. INTERSECTION
OAK BAY RD., COUNTY ROAD NO. 940407. MPO.71 TOMPO.86
CHARLES AVENUE, COUNTY ROAD NO. 654109. MPO. 00 TO 0.02
FLAGLER ROAD, COUNTY ROAD NO. 952707, MP O. 00 TO O. 08
OAK BAY RD., COUNTY ROAD NO. 569908, MP 0.86 TO MP O. 97
COUNTY ROAD PROJECT NO. CR0738
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FEDERAL AID PROJECT NO. RS-P16l
NOTICE TO PLANHOLDER:
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NOTICE TO CONTRACTORS
CALL FOR BIDS
C.R.P. 736
(FEDERAL AID PROJECT NO. RS-P161)
THIS CONTRACT CONTAINS DB OR MBE-A~OR WBE'GOALS
Notice is hereby given that the Board of County Commissioners of Jefferson
County, State of Washington, will receive sealed bids up until the hour of
11:45 A,M., Monday, August 14, 1989 at the office of the County
Commissioners, Courthouse, Port Townsend, Washington, 96366, and will be
then and there opened and read publicly after that date and time for
construction of improvements to 0.02 miles of Charles Avenue, County Road
No. 654109, 0.15 miles of Oak Bay Road, County Road No. 940407, 0.08 miles
of Flagler Road, County Road No. 952707, and 0.11 miles of Oak Bay Road,
County Road No. 569906, C.R.P. 750, in Jefferson County, by grading,
draining and widening the roads entering the Oak Bay-Flagler Intersection
to provide left turn channelization, illumination and various other work
as described in the contract documents.
Major items of work will be, Clearing and Grubbing, Removing Asphalt
Concrete Pavement, Roadway Excavation, Embankment Compaction, Water,
Gravel Base, Crushed Surfacing Top Course, Installing Plain Concrete
Culvert Pipe 18 In. Diameter, Asphalt Concrete Pavement Class B,
(Wearing), Asphalt Concrete Pavement Class B (Leveling), Asphalt
Concrete Pavement for Preleveling Class B, Paint Stripe, Traffic
Control Labor, Illumination System, seeding and fertilizing.
Bids shall be submitted in accordance with the plans and specifications on
file at the office of the Director of Public Works, Courthouse, Port
Townsend, Washington, where copies may be obtained by depositing $25.00,
The deposit will be refunded if the plans and specifications are returned
in good condition within 10 days of bid opening.
i
Each bid shall be accompanied by a surety bond, postal money order, cash,
cashiers check or certified check payable to the Treasurer of Jefferson
County in the sum of 5% of the bid amount, to be forfeited to Jefferson
County by the successful bidder if he fails to enter into a contract and
file an acceptable surety bond in the amount of 100% of the contract price
within ten (10) days of the award. The board of County Commissioners
reserves the right to reject any and all bids,. and to accept the bid
deemed most advantageous to Jefferson County and to waive all
informalities in the biduing.
Jefferson County in accordence with Title VI of the Civil Rights Act of
19C4, 76 Stat. 252, 42 U.S.C. 2000d to 2000-4 and Title 49, Code of
Federal Regulations, Department of Transportation, subtitle A, Office of
the Secretary, Part 21, non-discrimination in Federally assisted programe
of the Department of Transportation issued pursuant to such Act, hereby
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notifies all bidders that it will affirmatively insure that in any-i
contract entered into pursuant to this advertisement, minority business~
enterprises. will be afforded full opportunity to submit bids in response)I;'
to this inv1tation and will not be discriminated against on the grounds Of....."..,'.......'.:...".
race, color or national origin in consideration of an award. 1
Dated this i1:#- day of d --"A'1 ,1989. 'k:
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CALL FOR BIDS
INTRODUCTION
AMENDMENTS TO
SECTION 1-02,
SECTION 1-04,
SECTION 1-05,
SECTION 1-07,
SECTION 1-08,
SECTION 1-09,
SECTION 2-01,
SECTION 2-03,
SECTION 2-09,
SECTION 3-01,
SECTION 3-03,
SECTION 5-04,
SECTION 7-02,
SECTION 8-08,
SECTION 8-09,
SECTION 8-20,
SECTION 8-21,
SECTION 8-22,
SECTION 9-03,
SECTION 9-20,
SECTION 9-21,
SECTION 9-28,
SECTION 9-29,
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TABLE OF CONTENTS
. . . . . . . . . .
AMENDMENTS TO THE STANDARD SPECIFICATIONS
...............
--
THE STANDARD SPECIFICATIONS . .
BID PROCEDURES AND CONDITIONS .
SCOPE OF THE WORK .. '. . .
CONTROL OF WORK . . . . . . .
LEGAL RELATIONS AND RESPONSIBILITIES TO THE PUBLIC
PROSECUTION AND PROGRESS . . . . . . .
MEASUREMENT AND PAYMENT . . . . . . . . .
CLEARING, GRUBBING, AND ROADSIDE CLEANUP
ROADWAY EXCAVATION AND EMBANKMENT . . .
STRUCTURE EXCAVATION . . . . . . . .
PRODUCTION FROM QUARRY AND PIT SITES
SITE RECLAMATION .. . .
ASPHALT CONCRETE PAVEMENT
CULVERTS . . . . . . . .
PLASTIC TRAFFIC BUTTONS .
LANE MARKERS .. . .
ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND
ELECTRICAL
PERMANENT SIGNING . . .
PAVEMENT MARKING
AGGREGATES ... . . .
PLASTIC TRAFFIC BUTTONS
LANE MARKERS .. . . . .. .
SIGNING MATERIALS AND FABRICATION
ILLUMINATION, SIGNALS, ELECTRICAL
SPECIAL PROVISIONS
SPECIAL PROVISIONS .
PREQUALIFICATION OF BIDDERS
DATE OF OPENING BIDS .
CONSIDERATION OF BIDS .
DESCRIPTION OF WORK . . . .
FUNDS . . . . . . . . . . .
AMERICAN-HADE MATERIAL . . .. . ..... .
PREVENTION OF ENVIRONMENTAL POLLUTION AND PRESERVATION OF
NATURAL RESOURCES . . . .
STATE SALES TAX . . . . . . . . . .
WILDLIFE AND FISHERIES REGULATIONS
LOAD LIMITS . . . . . . . . . .
WAGES . . . . . . . . . . . . . . .
WAGE RATE FORMS . . . . . . . . .. .
CERTIFICATION OF NON-SEGREGATED FACILITIES
EQUAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES
REQUIRED FEDERAL AID PROVISIONS ...... ....
DISADVANTAGED BUSINESS ENTERPRISE PARTICIPATION (DBE)
ARCHAEOLOGICAL AND HISTORICAL OBJECTS ....
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PUBLIC
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TABLE OF CONTENTS (cont.)
UTILITIES . . . . . . . . . . . . . . . . . . .
PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE
OTHER CONTRACTS OR OTHER WORK
EMERGENCY TRAFFIC CONTROL
STRUCTURE EXCAVATION
PROTECTION OF WATER LINE
REMOVING CULVERT PIPE . .
CONCRETE PIPE COLLARS . .
FIELD BEVEL CULVERT PIPE
PUBLIC CONVENIENCE AND SAFETY
COUNTY ROAD CLOStmE .
SIGNING OF NO PASSING ZONES
CONSTRUCTION SIGNING
SPECIALTY ITEMS . . .
SUBCONTRACTING
APPROVAL OF SHOP DRAWINGS FOR ILLUMINATION AND SIGNALS
PROGRESS OF WORK
TIME FOR COMPLETION .
ORDER OF WORK . . . . . .
CLEARING AND GRUBBING . .
ROADSIDE CLEANUP . . . .
REMOVING ASPHALT CONCRETE PAVEMENT
DISPOSAL OF SURPLUS MATERIALS . . .
EMBANKMENT COMPACTION . . . . . . . .
MEASUREMENT OF ROADWAY EXCAVATION AND EMBANKMENT
SOURCE OF MATERIALS . . . . . .
HAULING ON OTHER THAN STATE HIGHWAYS .. . . . .
SITE RECLAMATION . . . . . . . . . . . . . . . .
ROAD APPROACHES. . . . . . . . . . . . . . . . . . . . . . . . . .
ASPHALT FOR TACK COAT. . . . . . . . . . . . . . . . . . . . . . .
ASPHALT CONCRETE PAVEMENT ASPHALT CONTENT . . . .
SURFACE SMOOTHNESS FOR ASPHALT CONCRETE PAVEMENT
FEATHERING ASPHALT CONCRETE PAVEMENT
PAVEMENT REPAIR EXCAVATION INCLUDING HAUL . . . .
ASPHALT CONCRETE FOR PAVEMENT REPAIR . . . . . . .
ASPHALT CONCRETE APPROACH. . . . . . . . . . . . . . . . . . . . .
CUTTING OF EXISTING ASPHALT CONCRETE PAVEMENT
SHOULDER FINISHING . . . . . . . . . . . . . . . . . . . . . . .
SHAPING OF SLOPES AND DISTURBED AREAS . . . . . . . . . . . . . .
NO ENCROACHMENT AREA . . . . . . . . . . . . . . . . . . . . . . .
ROADSIDE SEEDING . . . .
REMOVING LANE MARKER
TEMPORARY STRIPING
PLASTIC DRAINAGE MARKING
FLEXIBLE GUIDE POSTS . . . .
ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL
SPECIAL PAINT STRIPE - SPECIAL PAINTED GORE STRIPE
PAVEMENT MARKING
STANDARD PLANS . . . . . . . . . . . . . . . . . .
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1
INTRODUCTION
2
3
4
The following Amendments and Special Provisions shall be used in
conjunction with the 1988 Standard Specifications for Road, Bridge, and
Municipal Construction adopted in January, 1988.
5
AMENDMENTS TO THE STANDARD SPECIFICATIONS
6
7
8
9
10
The following Amendments to the Standard Specifications are made a part
of this contract and supersede any confllcting provisions of the
Standard Specifications. For informational purposes. the date following
each Amendment title indicates the implementation date of the Amendment
or the latest date of revisicn.
11
12
13
Each Amendment contains all current revisions to the applicable section
of the Standard Specifications and may include references which do not
apply to this particular project.
14
15
16
17
Where the term "Commission" or "Washington State Transportation
Commission" appears in the Standard Specifications or Special
Provisions. it shall be interpreted to mean the Board of County
Commissioners of Jefferson County.
18
19
20
21
Where the term "Department" or "Department of Transportation" appears
in the Standard Specifications or Special Provisions, it shall be
interpreted to mean the Director of Public Works of Jefferson County
and such agents as are authorized to act in his behalf.
Where the term "Engineer" appears in the Standard Specifications or
Special Provisions, it shall be interpreted to mean the County Engineer
of Jefferson County, acting directly or through his duly authorized
representatives.
Where the term "State" appears in the Standard Specifications or Special
Provisions. it shall be interpreted to mean Jefferson County acting
through its authorized representatives.
22
23
24
25
26
27
28
29
30
31
32
Where the term "State Treasurer-Department of Transportation" appears
in the Standard Specifications, it shall be interpreted to mean
Jefferson County Treasurer. acting through its authorized
representatives.
33
34
SECTION 1-02. 8ID PROCEDURES AND CONDITIONS
Januarv 25. 1988
1-02.13 Irregular Proposals
Item (b) under No. 2 is deleted.
35
36
37
SECTION 1-04. SCOPE OF THE WORK
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September 12, 1988
2
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1-04.2
Coordination of Contract Documents. Plans. Special Provisions.
Specifications, and Addenda
The four paragraphs of this subsection are revised to read:
The complete contract includes these parts: The Contract Form.
Proposal, Plans. Special Provisions, these Specifications. Addenda, ;
and all supplemental documents. These parts complement each other,
in describing a complete work. Any requirement in one part binds I
as if stated in all parts. The Contractor shall provide any work,
or matez'ials clearly implied in the description even if the f
contract does not mention it specifically. '
Any discrepancy in the parts of the contract shall be resolved by
following this order of precedence (e.g. 1 takes precedence over
2. 3. 4, 5. 6. and 7; 2 takes precedence over 3, 4. 5, 6. and 7
and so forth):
1 . Addenda
2. Proposal
3. Special Provisions
4. Plans
5. Amendments to Standard Specifications
6. Standard Specifications
7. Standard Plans
On the Plans. drawings. and Standard Plans, figured dimensions
shall take precedence over scaled dimensions.
In case of any ambiguity or dispute over interpreting the contract,
the Engineer I s decision will be final as provided in Section
1-05.1.
34
35
SECTION 1-0S. CONTROL OF WORK
March 14. 1988
36 1-05.12 Final Acceptance
37 The first sentence of the first paragraph is revised to read:
38
39
40
The Co~,tract(,):- :!lust perform all the obligations under the contract
beforf/ final acc"ptance can occur except as provided in Section 1-
09.9 tor unilate~al acceptance.
41
42
SBCTION 1-07, LBGAL RELATIONS AND RBSPONSIBILITIES TO THE PUBLIC
December 27. 1988
The fOlloWing new section is added following Section 1-07.9 Wages:
43
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1-07.9 (1) Employees Engaged In Production and Delivery of
Aggregates and Related Materials
In regards to the State of Washington minimum wage requirements of
RCW 39.12. the provisions of the following WAC 296-127-016 shall
apply:
WAC 296-127-016 COVERAGE AND EXEMPTIONS OF WORKERS INVOLVED
IN THE PRODUCTION AND DELIVERY OF MATERIALS PREDOMINANTLY USED
IN ROAD CONSTRUCTION. The materials covered under this
section are sand. gravel. crushed rock. concrete mix. asphalt.
or other similar materials.
(1) For the purpose of this section, a Contractor or
subcontractor is defined as an employer who has
contracted to perform wo,rk on a public works project
site. Employers who produce and stockpile these
materials for pUblic agencies are not considered
Contractors for the purpose of this section. Workers
who are employed by public works Contractors or
subcontractors are subject to the provisions of Chapter
39.12 RCW when:
(a) They are engaged in the production of the above
listed materials for a public works project in a
sand or gravel pit. rock quarry, concrete mixing
plant. or other similar facility; or
(b) They are engaged in the transportation of the above
listed materials for use on the public works
project, whether or not they perform any work on
the project site.
(2) Workers are sUbject to the provisions of Chapter 39.12
RCW. regardless of who their employer is, when:
(a) They deliver any of the above materials to public
works construction sites and perform any spreading.
leveling, rolling. or otherwise participate in any
incorporation of the materials into the project; or
(b) They wait at or near the public works project site
to participate in the incorporation of the materials
into the project; or
(c) They remove any materials trom a pUblic works
construction site pursuant to contract r.equirements
or specitications (e.g., excavated materials.
materials trom demolished structures. cleanup
materials. etc.); or
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(d) They work in a material production facility (e.g..
batch plant, borrow pit. rock quarry. etc..) which
is established for a public works project near a
public works construction site for the specific,
but not exclusive. purpose of supplying materials
for the project.
(3) Workers are not subject to the prevailing wage
requirements of Chapter 39.12 RCW when: They are employed
by a common or contract carrier trucking company
principally or exclusively engaged in the hauling or
delivery of such products. and the employee'S duties do
not include spreading, leveling. rolling, or otherwise
participating in the incorporation of the delivered
materials into the project.
If a firm falls under the provisions of RCW 39.12 by virtue of WAC
296-127-016 and does not fall into the category of Contractor.
subcontractor. or agent of a subcontractor previously addressed in
Section 1-07.9. then that firm shall comply with all the
requirements of. RCW 39.12 including but not limited to:
(1) File a "Statement of Intent to Pay Prevailing Wages"
(F700-029-000 or F700-029-111) with the industrial
statistician of the Washington State Department of Labor
and Industries for approval.
(2) Submit a copy of the approved "Statement of Intent to
Pay Prevailing Wages" (F700-029-000 or F700-029-111) to
the Eng ineer .
(3) Pay the prevailing rate of wage for each classi.f ication
of workers entitled to the prevailing wage.
(4)
File an "Affidavit of Wages Paid" (F700-007-000
F700-007-111) with the industrial statistician of
Washington State Department of Labor and Industries
approval. and
(5) Submit a copy of the approved "Affidavit of Wages Paid"
(F700-007-000 or F700-007-111) to the Engineer.
The forms required only by virtue of WAC 296-127-016 shall be on
tho forms provided by the industrial statistician of the Washington
State Department of Labor and Industries. The affected firms shall
be responsible for requesting these forms from that agency.
The Contractor shall be responsible for ensuring compliance with
the requirements of WAC 296-127-016 by all firms engaged in any
part of the work necessary to complete the contract.
1-07.11 (7)A
Special Training Provisions
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2 3.
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7
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22
23
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Affirmative Action Recruitment Required. is revised to read:
Affirmative Action Recruitment Required This training
commitment is not intended. and shall not be used, to
discriminate against any applicant for training, whether a
protected group individual or not. However. training and
upgrading of minorities and women toward journeyman status is
a primary objective of this Training Provision. Accordingly.
the Contractor/Subcontractor assigned training shall make
every effort to enroll minority and women trainees to the
extent such persons are available within a reasonable area of
recruitment. More specifically, if a nonminority male
trainee/apprentice is proposed for utilization toward meeting
the training goal. approval may be granted if the
Contractor/Subcontractor proposing to utilize the trainee is
otherwise in compliance with the contract's Equal Employment
Opportunity and On-the-Job Training requirements and further
provides documentation as to the efforts taken to fill the
specific training position with either minorities or females;
or, if not otherwise in complie.nce. furnishes evidence of
his/her systematic and direct recruitment efforts in regard
to the position in question and in promoting the enrollment
and/or employment of minorities and females in the craft which
the proposed trainee is to be trained.
As a minimum. a Contractor/Subcontractor who is not otherwise
in compliance can substantiate their systematic and direct
recruitment efforts by providing documentation as to the
following:
a. Written notification to minority and female
recruitment sources and community organizations of
available employment opportunities with the
Contractor/Subcontractor and/or enrollment
opportunities with its unions:
b. Records documenting the Contractor/Subcontractor's
efforts. and the outcome of those efforts. to employ
minority and female applicants and/or refer them to
unions:
c. Records reflecting the Contractor/Subcontractor's
efforts/participation in developing minority and
female on-the-job training opportunities. including
upgrading programs and apprenticeship:
d. Written notices to unions and training programs
disseminating the Contractor/Subcontractor's EEO
policy and l'equesting their cooperation in achieving
his/her EEO and OJT obligations.
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Systematic and direct recruitment efforts must be through
public and private sources likely to yield minority and female,
trainees. Such documentation must be submitted in a timely!
manner. Contractor /Subcontractor' s compliance with tI-.is
section shall be made on a case-by-case basis. The Project
Engineer's determination of a Contractor/Subcontractor's
compliance with this section shall be administratively as
provided in Section 1-05.1.
9
1-07 .11( 10)B
Required Records and Retention
10
This section is revised to read:
11
12
13
14
15
All records must be retained for a period of three years following
completion of the contract work and shall be avai~able at
reasonable times and places for inspection by authorized
representatives of the State Department of Transportation. and on
Federal-aid projects. the Federal Highway Administration.
On Federal-aid contracts only. the Contractor/Subcontractor shall
submit to the Project Engineer an annual report for each month of
July for the duration of the project. The report must indicate
the number of minority. women. and nonminority group employees
currently engaged in each work classification required by the'
contract work. This information is to be reported on Form PR 1391
by August 11.
16
17
18
19
20
21
22
23
24
25
26
27
All Contractors/Subcontractors having contracts of $10.000 or more
that are State or Federally funded shall submit a copy of the
Office of Federal Contract Compliance (OFCCP) form CC-257 to the
Project Engineer by the fifth of the month during the term of the
contract.
28
29
Fai lure to submit the required reports by their due dates may
result in the withholding of progress estimate payments.
SECTION 1-08, PROSECUTION AND PROGRESS
December 27.1988
32 1-08.1 Subcontracting
33 The fifth paragraph is revised to read:
34
35
36
37
38
39
40
41
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The Department will not consider as subcontracting: (1) purchase
of sand, gravel. crushed stone. crushed slag, batched concrete
aggregates, ready mix concrete, fabricated structural steel. and
any other materials supplied by established and recognized
commercial plants; or (2) delivery of these materials to..the work
site in vehicles owned or operated by such plants or by recognized
commercial haUling companies. However. the Washington State'
Department of Labor and Industries may determine that RCW 39.12
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applies to the employees of such firms identified in (1') and (2)
above in accordance with WAC 296-127-016. If this should occur,
the provisions of Section 1-07.9(1) shall apply.
1-08.3 Progress Schedule
The first paragraph of this section is supplemented by the following
paragraph:
The Department allocates its resources to a contract based on the
total time allowed in the contract. The Department will accept a
progress schedule indicating an early completion but cannot
guarantee Department resources will be available to meet the
accelerated schedule. No additional compensation will be allowed
if the Contractor is not able to meet their accelerated schedule
due to the unavailability of Department resources or for other
reasons beyond the Department's control.
SECTION 1-09, MEASUREMENT AND PAYMENT
October 31. 1988
1-09.1 Measurement of Quantities
The column headings for the tabulation CONVERSION FACTORS AVERAGE
WEIGHTS AND VOLUMES OF ASPHALT are corrected to read:
Grade
Gallons per
Ton @ 60 F
Pounds per
Gallon @ 60 F
1-09.6 Force Account
Item No.6. Contractor Markup on Subcontractors. is revised to read:
When work is performed on a force account basis by approved
subcontractors. the Contractor will be allowed an addi tional marku.p
equal to 5 percent of the total cost computed for 1. 2, 3. 4, and
5 for all administrative costs.
1-09.8 Payment for Material on Hand
The following paragraph is added after the first paragraph:
The State may reimburse the Contractor for traff!c signal
controllers as follows:
1. Fifty percent when the traffic signal controller and all
components are received and assembled into a complete unit at
the Headquarters Materials Laboratory.
2.
One hundred percent when the tratfic signal controller is
approved for shipment to the project by the Headquarters
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SECTION 2-01. CLEARING, GRUBBING, AND ROADSIDE CLEANUP
April 11, 1988
4'
2-01.2 Disposal of Usable Material and Debris
This section is supplemented with the following:
Disposal of debris in a Contractor provided waste site shall meet
the requirements of Section 2-03.3(7)C.
5
6
7
8
9
SECTION 2-03, ROADWAY EXCAVATION AND EMBAlmMENT
AUQUst 29. 1988
2-03.3(7) Disposal of Surplus Material
This section is revised to read:
10
11
12
2-03.3(7) Disposal of Surplus Material
2-03.3(7)A General
13
14
15
16
17
18
The Contractor shall haul all excavation to the nearest embankment,
unless the Engineer declares the hauling distance to be too great.
If excavation yields more material than needed for nearby
embankments. the Contractor shall dispose of the excess in keeping
with the Special Provisions or as the Engineer directs.
19
2-03.3(7)B Haul
20
21
When the contract includes a payment item for haul. the State will
pay as follows for hauling excess excavation to a disposal site:
22
23
24
25
1.
If the State provides a site, but the Contractor chooses
to haul elsewhere, the State will pay for all actual
mileage up to but not exceeding the mileage that would
have been necessary using the State site.
26
27
28
29
30
2. If the Stata does not provide a si.te. tha
for all actual. mileage up to but not
mileaga necessary to haul to a site 1
project limits.
2-03.3(7)C Contract.or Provided Disposal Site
State will pay
exceeding the
mile from the
31
32
33
34
If the Stllte provides no wast.! si te, but requires disposld of
excess excavation or other material~. the Contractor shall arrange
tor disposal at no expense to the State, except as provided in
Section 2-03.3(7)B Item 2.
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The Contractor shall acquire all permits and approvals required
for the use of the disposal site. The cost of any such permits
and approvals shall be included in the bid prices for other work.
The Contractor shall, if requested by the Engineer, provide the
Engineer the location of all disposal sites to be used and also
prov ide copies of the permi ts and approvals for such disposal
sites.
Disposal of excess material wi thin a wetland area will not be
allowed without a Section 404 permit issued by the U.S. Corps of
Engineers. and approval by the local agency with jurisdiction over
the wetlands. Wetlands are defined as those areas inUndated or
saturated by ground or surface water at a frequency and duration
sufficient to support. and that under normal circumstances do
support. a prevalence of vegetation typically adapted for life in
saturated soil conditions. Wetlands generally include swamps,
marshes. bogs. and similar areas.
The Contractor shall protect. indemnify and save harmless the State
from any damages that may arise from the contractor's activities
in making these arrangements. Such indemnity shall be in
accordance with RCW 4.24.115 as amended by CH. 305, Laws of 1986.
Any action required to satisfy any permit and/or any approval
requirements in a Contractor provided disposal site shall be
performed by the Contractor at no additional expense to the State.
Reclamation of a contractor-supplied waste site must conform to
the requirements of Section 3-03.
2-03.3(14)C Compacting Earth .Embankments
The first sentence of the twelfth paragraph is revised to read:
Under Method B. the moisture content of the material shall not
exceed 3 percent above the optimum determined by the tests
described in Section 2-03.3(14)0.
2-03.3(14)I Embankments at Bridge and Trestle Ends
The first sentence of the first paragraph is revised to read:
This work consists of filling around the ends of trestles and
bridges. the area defined in Section 1-01.2.
SECTION 2-09, STRUCTURE EXCAVATION
Mav 23. 1988
2-09.3(1)D Disposal of Excavated Material
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2
3
Any such disposal shall meet the requirements of Section
2-03.3(7)C.
4
2-09.3(4) Construction Requirements, Structure Excavation, Class B
5
This section is revised as follows:
6
Delete the third and fourth sentence of the third paragraph.
7
2-09.4 Measurement
8
This section is supplemented with the following:
Shoring and Cribbing or extra excavation Class B will be measured
by the square foot as follows:
Where the trench is excavated to a depth of 4 feet or more
and shoring and cribbing is constructed or the earth faces
are excavated to the slope of repose provided it is 3/4 to 1
or flatter as required to meet safety regulations. the area
for payment will be measured on each side of the trench or
excavation where such work is performed. Measurement will be
made from the existing ground line or from the neat lines of
a designated grading section at the outer limit defined for
payment for structure excavation to the bottom of the
excavation and for the length of the work actually performed.
The bottom elevation for measurement will be the bottom of the
excavation as shown in the plans or as otherwise established
by the Engineer.
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24 2-09.5 Payment
25
This section is supplemented with the following:
26
27
28
29
30
31
32
33
34
35
36
7.
"Shoring and Cribbing or Extra Excavation Class B". per square
foot.
The unit contract price per square foot shall be full pay for the
construction and removal of shoring and cribbing. The unit
contract price per square foot shall be full pay for all
excavat ion. backf ill. compaction. and other work required when
extra excavation is used in lieu of constructing shoring and
cribbing. If select backfill material is required for backfilling
within the limits of the structure excavation. it shall also be
required as backfill material for the extra excavation at the
Contractor's expense.
37
38
39
If there is no bid item for shoring and cribbing or extra
excavation Class B on a square foot basis and the nature of the
excavation is such that shoring and cribbing or extra excavation
10
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is required as determined by the Engineer, payment to the
Contractor for the work will be made in accordance with Section
1-04.4.
SECTION 3-01. PRODUCTION FROM QUARRY AND PIT SITES
Januarv 30. 1989
3-01.3(5) Moving Plan~
The reimbursement for haul addressed in the first sentence of the third
paragraph is revised from $0.20 to $0.25.
3-01.4(1) Acquisition and Development
The last sentence of the third paragraph is revised to read:
When the Contractor intends to operate a source under the
Department's blanket surface mining permit, the Contractor shall
submit a reclamation plan for approval. No work shall begin in
the pit or quarry before the reclamation plan is approved by the
Engineer.
SECTION 3-03, SITE RECLAMATION
December 12, 1988
3-03.2(1) State-Provided Sites
This Section is revised to read:
All borrow. quarry, or pit sites of over three acres in size of
disturbed land or resulting in pit walls more than thirty feet high
and steeper than a one to one slope which are owned or furnished
by the State shall be reclaimed as shown in the Plans and as
designated by the Engineer.
Ultimate reclamation plans are not normally required for borrow.
quarry. or pit sites not meeting the above criteria or of stockpile
or waste sites. However. all such sites shall be reclaimed to the
extent necessary to control erosion and provide sat isfactory
appearance consistent with anticipated future use.
3-03.2(2) Contractor-Provided Sites
The first sentence in the first paragraph is revised to read:
All borrow. quarry, and pit sites of over three acres in size of
disturbed land or resulting in pit wall more than thirty feet high
and steeper than a one to one slope which are owned or furnished
by the Contractor shall be reclaimed in accordance with the
conditions and requirements of an approved operating pe~mit
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acquired from the Department of Natural Resources.
2
The first sentence in the third paragraph is revised to read:
3
4
5
Ultimate reclamation plans are not required for borrow. quarry, or
pit sites not meeting the above criteria or for stockpile or waste
sites.
6
The fourth paragraph is revised to read:
7
8
9
10
11
12
13
14
15
Compliance with the State Environmental Policy Act (SEPA) is
required for sites involving more than 100 cubic yards of
excavation or landfill throughout the lifetime of the site unless
the local agency in which the project is located establishes a
greater amount. Si tes involving more than 500 cubic yards of
excavation or landfill throughout the lifetime of the site always
require compliance with SEPA. Those reclamation plans to be
approved by the Department of Transportation shall be prepared and
submitted for approval as hereinafter specified.
16
17
SECTION 5-04, ASPHALT CONCRETE PAVEMENT
April 11. 1988
5-04.2 Materials
18
19
The list of materials and references is supplemented with the following:
20 . Recycling Agent... ........ ..9-02.1(5)
21 5-04.3(3) Asphalt Pavers
22 The sixth paragraph is supplemented by the following:
23
24
25
These areas. as determined by the Engineer, may 1nclude. but are
not limited to, gore areas, road approaches, left-turn
channelizations. and tapers.
26
5-04.3(5)D Soil Residual Herbicide
27 The third paragraph is revised to read:
28
29
Application of the herbicide shall be performed in accordance with
Section 8-02.3(2).
5-04.3(10)B Control
30
31 The second sentence ot the third paragraph is revised to read:
32 When cores are taken by the State at the request of the Contractor.
33 the State shall be reimbursed tor the coring expenses at the rate
34 of $75 per core when the core indicates the acceptable level of
12
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compaction within a lot has been achieved.
The first sentence of the fifth paragraph is revised to read:
Asphalt concrete Classes B. E, F. and G constructed under
conditions other than listed above shall be compacted on the basis
of a test point evaluation of the compaction train.
5-04.3(17) Paving Under Traffic
Add the following after the first paragraph:
The Contractor shall minimize any pavement drop-offs to traffic
during nonworking hours. Unless otherwise specified in the Traffic
Control Plan, pavement drop-offs (abrupt pavement changes) left
exposed to traffic during nonworking hours shall be protected as
follows:
1. Drop-offs up to 0.20 foot, unless otherwise ordered by
the Engineer, may remain exposed with appropriate warning
signs alerting motorists of the condition.
2. Drop-offs more than 0.20 foot that are in the traveled
way or aUXiliary lane will not be allowed unless
protected with appropriate warning signs and further
protected as indicated in 3b or 3c below.
3. Drop-of fs more than 0.20 foot, but no more than 0.50
foot. that are not wi thin the traveled way shall be
protected with appropriate warning signs and further
protected by having one of the following:
a. A wedge of stable material placed at a slope
of 4:1 or flatter.
b. Channelizing devices placed along the traffic
side of the drop-off and a new edge-of-pavement
stripe placed 3 feet from the drop-off. The
maximum spacing between the devices in feet
shall be twice the posted speed in MPH.
Pavement drop-off warning signs shall be placed
in advance and throughout the drop-off
treatment.
c.
Temporary concrete barrier or other approved
barrier installed on the traffic side of the
drop-off with a 1 foot between the drop-off
and the back of the barrier and a new edge of
p.vement stripe 2 feet from the face of the
barr ier . An approved terminal. flare, or
impact attenuator will be required at the
beginning of the section. For night use. the
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barrier shall have standard delineation such
as paint, reflective tape, lane markers, or
warning lights.
4
5
6
7
4. Drop-offs more than 0.50 foot that are not within the
traveled way or auxiliary lane shall be protected with
appropriate warning signs and further protected as
indicated in 3a or 3c.
8
9
10
11
12
13
5. Open trenches within the traveled way or auxiliary lane
shall have a steel-plate cover placed over them. A wedge
of suitable material, if required, shall be placed for
a smooth transition between the pavement and the steel
plate. Warning signs shall be used to alert motorists
of the presence of the steel plates. ~
14
15
SECTION 7-02. CULVERTS
Mav 23, 1988
7-02.3(1) Placing Culvert Pipe - General
This section is supplemented with the following:
16
17
18
19
Any shoring and cribbing or extra excavation required shall meet
the requirements of Section 2-09.3.
20 7-02.4 Measurement
21 This section is supplemented with the following:
22
23
Shoring and cribbing or extra excavation will be measured as
specified in Section 2-09.4.
7-02.5 Payment
24
25 This section is supplemented with the following:
26
27
21. "Shoring and Cribbing or Extra Excavation Class B", per square
foot.
28
29
30
The unit contract price per square foot for "Shoring and Cribbing
or Extra EKcavation Class B", shall be full pay for the work as
specified in Section 2-09.5.
31
32
33
SECTION 8-08. PLASTIC TRAFFIC BUTTONS
December 12. 1988
This Section is deleted in its entirety.
14
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SECTION 8-09. LANE MARKERS
December 12. 1988
This section is deleted in its entirety and replaced with the following:
8-09, RAISED PAVEMENT MARKERS
8-09.1 Description
This work shall consist of furnishing and installing raised
pavement markers of the type specified in the Plans, in accordance
with these Specifications. and at the locations indicated in the
Plans or where designated by the Engineer. The color of raised
pavement markers shall conform to the color of the marking for
which they supplement, substitute for, or serve as a positioning
guide for.
8-09.2 Materials
Raised pavement marker
following Sections:
(RPM) shall meet the requirements of the
RPM Type 1
RPM Type 2
RPM Type 3
Adhesive
9-21.1
9-21.2
9-21.3
9-26.2
8-09.3 Construction Requirements
8-09.3(1) Surface Preparation
All sand. dirt, and loose extraneous material shall be swept or
blown away from the marker location and the cleaned surface
prepared by one of the following procedures:
When deemed necessary by the Engineer. all surface dirt within
areas to receive markers shall be removed. Large areas of
tar, grease. or foreign materials may require sandblastjng,
steam cleaning. or power brooming to accomplish complete
removal. Application of markers shall not proceed until final
authorization is received from the Engineer.
The pavement. shall be surface dry, and in cool weather shall
be heated by intense radiant heat (not direct flame) for a
sufficient length of time to warm the pavement areas of marker
application to a minimum of 70 degrees F.
8-09.3(2) Marker Preparation
Type 2 markers may be warmed prior to setting by heatjng to a
maximum temperature of 120 degrees F for a maximum of 10 minutes.
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8-09.3(3) Adhesive Preparation
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The adhesive shall be maintained at a temperature of 60 degrees tc i
85 degrees F before use and during application.
4
5
6
7
Component A shall be added to component B just before use and mixec
to a smooth uniform blend. The unused mixed adhesive shall be. I
discarded when polymerization has caused stiffening and reduction
of workability.
8-09.3(4) Application Procedure
8
The marker shall be affixed to the prepared pavement area witt.
sufficient adhesive so as to squeeze out a small bead of adhesive
around the entire periphery of the marker. The required amount of
adhesive per marker will normally be in the range of 20 to 40
grams.
The sequence of operations shall be as rapid as possible. Adhesive
shall be in place and the marker seated in not more than 30 seconds
after the removal of the pavement preheat or warm air blast. The
marker shall not have cooled more than one minute before seating.
The length of the pavement preheat or warming shall be adjusted so
as to ensure bonding of the marker in not more than 15 minutes.
Bonding will be considered satisfactory when adhesive develops a i
minimum bond strength in tension of not less than 800 grams per
square inch or a total tension strength of 25 pounds.
Markers shall be spaced and aligned as shown in the Standard Plan
and as specified by the Engineer. A displacement of not more than
1/2 inch left or right of established guide line will be permitted.
The Contractor shall remove and replace at no expense to the State
all improperly placed markers.
Markers shall not be placed over longitudinal or transverse joints
in the pavement surface.
On roadway sect ions which are not open to publ ic traf f ic , the
preheating of the markers by dry heating before setting will not
be required provided the adhesive develops the required bond
strength of 800 grams per square inch in less than three hours.
If the roadway section is carrying public traffic during the
installation of the markers. the 15 minute set-to-traffic provision
will be enforced. and necessary flagging and traffic control will
be required.
8-09.4 Measurement
Measurement of markers will be by units of one hundred tor each
type ot marker furnished and set in place.
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8-09.5 Payment
Payment will be made for each of the following bid items that are
included in the proposal:
1. "Raised Pavement Marker Type 1". per hundred.
2. "Raised Pavement Marker Type 2". per hundred.
3. "Raised Pavement Marker Type 3 - In.", per hundred.
The unit contract price per hundred for "Raised Pavement Marker
Type 1", "Raised Pavement Marker Type 2". and "Raised Pavement
Marker Type 3 _ In." shall be full pay for all labor,
materials, and equipment necessary for furnishing and installing
the markers in accordance with these Specifications including all
cost and expense involved with traffic control except for
reimbursement for labor for traffic control in accordance with
Section 1-07.23(5).
SECTION 8-20. ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL
Mav 23. 1988
8-20.3(12) Painting
The second paragraph is revised to read:
Prior to painting, all galvanized surfaces shall be treated as
specified in Section 6-07.3(4).
8-20.3(14)C Induction Loop Vehicle Detectors
The first sentence of item 9 is revised to read:
,
Saw cut sealant shall conform to ASTM D 312 Type 4.
8-20.3(15) Vacant, is revised to read:
8-20.3(15) Grout
Grout shall conform to the requirements ot Section 6-03.3(36).
SECTION 8-21, PERMANENT SIGNING
Januarv 25. 1988
8-21.3(9)8 Non-shrink Grout
This Section is revised to read:
8-21.3(9)B Grout
Grout shall conform to the requirements of Section 6-03.3(36).
17
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SECTION 8-22, PAVEMENT MARKING
Januarv 4. 1988
3
The second sentence of the second paragraph is revised to read:
4
5
Glass beads shall comply with specifications for adherence coated
glass spheres.
6
7
SECTION 9-03. AGGREGATES
AUQUst 29. 1988
8
9-03.1(2)B Grading
9
The first paragraph is revised to read:
Fine aggregate for portland cement concrete shall be Class 1 or 2
gradation only. Class 1 may be used for all classes of concrete;
Class 2 use will be limited to concrete Class B. C, D, or DX unless
stated otherwise in the specifications. Fine aggregate for
concrete in slip-formed traffic or pedestrian barriers may be
either Class 1 or Class 2.
10
11
12
13
14
15
16
9-03.1(2)D Mortar Strength
17 This sect ion is deleted in its entirety, and is replaced by the
18 following:
19 9-03.1(2)D Vacant
20 9-03.8(3)A Gradation - Future Use
21
22
In the FINE AGGREGATE table. the percent passing U.S. No. 200 sieve for
the various classes of asphalt concrete is revised to read:
23
24
Class
U.S. No. 200
E F G
3,0-12.0 3.0-12.0 3.0-7.0
B
5.0-9.0
D
2.0-5.0
25 9-03.8(6) Proportions of Materials
26
27
28
In the GRADING AND ASPHALT REQUIREMENTS table, the percent passing the,
U. S. No. 200 sieve for the various classeo of asphalt concrete is
revised to read:
29
30
Class
U.S. No. 200
F
2.0-8.0
G
3.0-7.0
B
3.0-7.0
D
2.0-5.0
E
2.0-9.0
31 9-03.15 Test Methods for Aggregates
32 In the tabulation on Page 493. Test
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Percentage of Particles of Less than 1.95 Specific Gravity is deleted,
and replaced with:
Lightweight Pieces in Aggregates, Test Method WSDOT No. 122
SECTION 9-20. PLASTIC TRAFFIC BUTTONS
December 12. 1988
This Section is deleted in its entirety.
SECTION 9-21. LANE MARKERS
December 12. 1988
This Section is deleted in its entirety and replaced by the following:
9-21 RAISED PAVEMENT MARKERS (RPM)
9-21.1 Raised Pavement Markers Type 1
Markers Type 1 shall be plastic markers composed of thermosetting
resins. pigments and inert ingredients and be of uniform
composition. Plastic markers shall not contain glass.
9-21.1(1) PhYsical and Chemical Properties
The markers shall be of uniform composition and free from surface
irregularities. cracks. checks. ChipPing. peeling, spalling.
crazing. and other physical damage interfering with appearance.
apPlication, or durability.
The markers shall be precast in the form of a Single based
spheroidal segment terminating in a rounded or squared shoulder
where the spherical top meets the base.
The markers shall meet the tOllowing requirements:
Plastic
ProDert:l! Unit Markers
Weight grams 125 min.
Height inches 0.65-0.78 I
Diameter inches 3.85-4.05 0 0
Shoulder height inches 0.14 .:t .06
Planeness of base:
Concavity inches 0.02 max,
COnvexi ty inches 0.05 max,
Brightness 80 min.
(white only)
Color White & Yellow
Impact resistance inch-pounds 15 min.
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The markers will be tested prior to use. Test procedures are
available from the Washington State Department of Transportation,
Materials, Laboratory, P.O. Box 167. Olympia. Washington 98504.
9-21.2 Raised Pavement Markers Type 2
The markers shall be of a permanent type intended to provide
reflectivity for at least 3 years under normal interstate traffic
conditions. The marker housing shall contain reflective faces as
shown in the Plans to reflect incident light from either a single
or opposite directions.
9-21.2(1) Physical Properties
The markers shall be not less than 4.0 inches nor more than 5.t
inches in width, and not more than 1.0 inch in height.
The outer surface of the marker housing shall be smooth except for
purposes of identification.
The base of the markers shall be substantially free from gloss or
substances that may reduce its bond to adhesive.
9-21.2(2) Optical Requirements
A. Definitions: Horizontal entrance angle shall mean the angle
in the horizontal plane between the direction of incident
light and the normal to the leading edge of the marker.
Observation angle shall mean the angle at the reflector
between observer's line of sight and direction of the light
incident on the reflector.
B.
Specific intensity (S.l.) shall mean candlepower of the
returned light at the chosen observation and entrance angles
for each foot-candle of illumination at the reflector on a
plane perpendicular to the incident light.
Optical Requirements: The specific intensity of each
reflecting surface at 0.2 degree observation angle shall be
not less than the fOllowing when the incident light is
parallel to the base of the marker.
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Yellow reflectoro shall be not less than 60 percent and red
reflectors not less than 25 percent of the above values.
Optical Testing Procedure: A random lot of markers will be
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tested. The markers to be tested shall be located with the
center of the reflecting face at a distance of 5 feet from a
uniformly bright light source having an effective diameter of
0.2 inch.
The photocell width shall be 0.05 inch. It shall be shielded
to eliminate stray light. The distance from light source
center to the photocell center shall be 0.21 inch. If a test
distance of other than 5 feet is used, ,the source and receiver
dimensions and the distance between source and receiver shall
be modified in the same proportion as the test distance.
Failure of more than four percent of the samples shall be
cause for rejection of the lot.
9-21.2(3) strength Requirements
Markers shall support a load of 2.000 pounds as applied in the
following manner:
A marker shall be centered over the open end of a vertically
positioned hollow metal cylinder. The cylinder shall be 1
inch high with an internal diameter of 3 inches and wall
thickness of 1/4 inch. The load shall be slowly applied to
the top of the marker through a 1-inch diameter by l-inch high
metal plug centered on the top of the marker.
Failure shall constitute either a breakage or significant
deformation of the marker at any load of less than 2,000
pounds.
9-21.3 Raised Pavement Markers Type 3
Raised pavement markers Type 3 shall meet the following
requirements:
Impact Resistance
Titanium Dioxide
Resin conten't
Reflectance
Concavity & Convexity:
Transverse
Longitudinal
15 inch-lbs., min.
21% (by wt.). min. (white only)
20% (by wt.), min.
80% min.
1/16 inch, max,
1/8 inch, max.
Dimensions for raised pavement markers Type 3 shall conform to the
following:
RPM Type 3-6"
RPM Type 3-8"
RPM Type 3-10"
RPM Type 3-12"
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Shoulder depth shall be 1/4". The ends shall be beveled from the
top of the shoulder edge at a slope of 1:1.
Reflectance will be measured 'with a photovolt Reflectance Meter or
its equivalent by comparing to a 78 percent standard.
SECTION 9-28, SIGNING MATERIALS AND PABRICATION
Februarv 8. 1988
9-28.15(3) Aluminum Structures
The first paragraph is revised to read:
Welding of aluminum shall be made in accordance with Section 1.5
of the "Standard Specifications for Structural Supports for Highwa~
Signs, Luminaires and Traffic Signals", AASHTO 1985.
SECTION 9-29. ILLUMINATION, SIGNALS, ELECTRICAL
April 11. 1988
9-29.1 Condu1 t
The third paragraph is revised to read:
Couplings for rigid metal type conduits may either be hot-dipped
or electroplated galvanized and in addition, shall be painted with
one coat of galvanized repair paint Formula A-9-73. The paint
shall have a minimum wet film thickness of 3 mils. The painted
coating shall cover the entire coupling.
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SPECIAL PROVISIONS
2
3
4
5
The fOllowing Special Provisions supersede any conflicting provisions
of the 1988 Standard Specifications for Road. Bridge. and Municipal
Construction adopted in January 1988. and the foregoing amendments to
the Standard Specifications and are made a part of this contract.
6
7
8
9
10
11
It shall be understood that all references to state officers in the
above mentioned standards shall mean the corresponding county offices
for the purposes of this contract. For example. all references to
Highway Commission shall mean the Board of County Commissioners, and
all references to the Director of Highways shall mean the County
Engineer.
12
13
14
15
16
17
The term "Engineer" as used in these specifications or in the standard
specifications, whenever they apply, refers to the County Engineer,
County of Jefferson, who is in charge of this work or in his absence.
the County Engineer's representative. The Engineer may be contacted at
the Courthouse. P.O. Box 1220, 1820 Jefferson Street, Port Townsend, WA,
98368. Telephone Number (206) 385-9160.
18
19
PREQUALIFICATION OF BIDDERS
October 22, 1984
Section 1-02.1 is deleted for this project.
20
21
22
23
24
DATE OF OPENING BIDS
September 17. 1984
25
26
Sealed bids will be received at the following location before the
specified time:
27
28
29
30
31
32
33
Jefferson County Commissioners Office. 1820 Jefferson street.
P.O. Box 1220. Courthouse. Port Townsend, WA 98368.
The bid opening date for this project shall be Monday. August. 14. 1989.
The bids will be pUblicly opened and read after the time specified in
the Call For Bids on this date.
34
CONSIDBRATION OP BIDS
35
36
37
38
39
Bidders are notified that all bids are likely to be rejected if the
lowest responsive bid received exceeds the Bngineer's estimate by an
unreasonable amount. In the event all bids are rejected for this
reason. this project may be deferred for readvertis1ng for bids until
a more competitive situation exists.
40
41
This contract will be awarded or bids rejected within 90 calendar days
after bids are opened. upon mutual consent of the lowest responsible
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bidder and the Department. The 90 calendar day limit may be extended.
2
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The successful bidder will be notified in writing when the contract has
been awarded.
4
DESCRIPTION OF WORK
5
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12
This contract provides for the improvement of 0.02 miles of Charles
Avenue, County Road No. 654109, 0.15 miles of Oak Bay Road, County Road
No. 940407, 0.08 miles of Flagler Road, County Road No. 952707, and 0.11
miles of Oak Bay Road, County Road No. 569908, C.R.P. 750, in Jefferson
County. by grading, draining and widening the roads entering the Oak
Bay-Flagler Intersection to provide left turn channelization.
illumination and various other work, all in accordance with the attached
Plans. these Special Provisions, and the Standard Specifications.
13
FUNDS
Federal Highway Administration (FHWA) (RS-P161) and Jefferson County
Road funds are involved in this project.
14
15
16
17
AMERICAN-MADE MATERIAL
April 16. 1984
The provisions of section 1-06.5 of the standard specifications shall
apply in all aspects except for the bid items permanently incorporated,
into the project comprised of or containing steel construction material. J
For this project. the steel construction material that is permanently
incorporated into the project and contained in these items shall consist
of American-made material only. American-made material is defined as
material having all manufacturing processes occur in the United States.
The Contractor may utilize minor amounts of foreign steel in this
project provided the cost of the foreign material used does not exceed!
one-tenth of one percent of the total contract cost or $2500.00,
whichever is greater. A certification of Materials Origin on the form,
provided by the Engineer will be required attesting to compliance withl
this provision prior to incorporating any materials into the project.
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
I
PREVENTION 0Jl' ENVIRONMENTAL POLLUTION AND PRESERVATION 0Jl' PUBLIC NATURAL I
RESOURCES
June 11. 1984 ,
In addition to the requirements of Section 1-07.1. the Contractor shalll i
comply with the following environmental. provisions which are made a part
of the contract documents. A copy of the environmental provisions isll
available to the Contractor at the Project Engineer's office."
34
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If the Contractor's operations involve work outside the areas covered
by the fOllowing environmental provisions he shall advise the Engineer
and request a list of any additional environmental provisions covering
the area involved. A copy of any additional environmental provisions
is also available to the Contractor at the Project Engineer's office.
Regulation 1 Olympic Air Pollution Control Authority
STATE SALES TAX
November 2. 1981
The work on this contract is to be performed upon lands whose ownership
obligates the Contractor to pay state sales tax. The provisions of
Section 1-07.2(1) apply.
WILDLIFE AND FISHERIES REGULATIONS
November 2, 1987
No hydraulic permits are required for this project unless the
Contractor's operations use. divert, obstruct, or change the natural
flow or bed of any river or stream, or utilize any of the waters of the
State or materials from gravel or sand bars, or from stream beds.
LOAD LIMITS
November 2. 1981
Except for the load limit restrictions specified in Section 1-07.7, the
Contractor may operate vehicles which exceed the legal gross weight
limitations without special permits or payment of additional fees
provided such vehicles are employed in the construction and within the
limits of this project.
Subparagraph 1 of the second paragraph of Section 1-07.7 is deleted.
WAGES
Mar"Ci1 28. 1988
The Federal wage ~ates incorporated in this contract have been
established by the Secretary of Labor under United States Department.of
Labor Decision No. WA88-1.
WAGE RATE FORMS
November 2. 1987
Section 1-07.9 is revised by replacing the subsection titled Reauired
Documents with the following:
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Before payment is made by the Local Agency of any sums due under
this contract, the Local Agency must receive from the Contractor
and each subcontractor a copy of "Statement of Intent to Pay
Prevailing Wages" (Form L << I Number F700-029-000) approved by the
Washington State Department of Labor and Industries.
6
7
8
9
10
11
12
13
14
15
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18
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Upon completion of this contract, the Local Agency must receive
from the Contractor and each subcontractor a copy of "Affidavit of
Wages Paid" (Form L << I Number 700-007-000) approved by the State
Department of Labor and Industries. In addition. the Local Agency
must receive from the Contractor a copy of "Request For Release"
(Form L. << I. Number 263-083-000) approved by the State Department
of Labor and Industries. These affidavits will be required before
any funds retained, according to the provisions of RCW 60.28.010.
are released to the Contractor. Forms may be obtained from the
Department of Labor and Industries. A fee of $12.50 per each
"Statement of Intent to Pay Prevailing Wages" and "Affidavit of
Wages Paid" is required to accompany each form submitted to the
Department of Labor and Industries. The Contractor is responsible
for payment of these fees and shall make all applications directly
to the Department of Labor and Industries. These fees shall be
incidental to all the bid items of this contract.
22
23
24
25
If using the occupation code for wage affidavits and payrolls. and I
if the project involves more than one jurisdictional area, the
Contractor shall reference the area just after the occupation code
number. For example: 10-0010 YaK.E.
26 CBRTIFICATION OF NON-SBGREGATED FACILITIES
27 November 2, 1981
28
29
30
31
The Contractor is advised that by signature of the bid for this project
the Contractor is deemed to have signed and agreed to the provisions of
the "Certification of Nonsegregated Facilities" which is included and
made a part of this bid proposal.
Subcontracts and materials supply agreements which exceed $10.000 also
require certification of nonsegregated facilities as set forth in the
proposal for this project. Section 1-08.1 is supplemented to require
that all requests for permission to sublet, assign, or otherwise dispose!
of any portion of this contract shall be accompanied by evidence of this
certification by subcontractors and materials suppliers in compliance,
with the provisions of the Equal Opportunity clause. i
32
33
34
35
36
37
38
39
40
BOUAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES
May 13, 1985
In addition to the requirements of section 1-07.11 of the standardl
specifications the Contractor shall comply with the following:
41
42
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Requirement For Affirmative Action to Ensure Equal Emplovment
OpPoI.tunitv (Executive Order 11246)
1.
The Contractor's attention is called to the Equal Opportunity
Clause and the Standard Federal Equal Employment Opportunity
Construction Contract Specifications set forth herein.
2.
The goals and timetables for minority and female
participation. expressed in percentage terms for the
Contractor's aggregate workforce in each construction craft
and in each trade on all construction work in the covered
area, are as follows:
Women - Statewide
Timetable
Goal
Until further notice
Minorities - bv Standard Metropolitan
Statistical Area (SMSA)
6.9%
Spokane, WA:
SMSA Counties:
Spokane, WA --------------------------- 2.8
WA Spokane.
Non-SMSA Counties -------------------------- 3.0
WA Adams; WA Asotin; WA Columbia; WA Ferry; WA
Garfield; WA Lincoln, WA Pend Oreille; WA
Stevens; WA Whitman.
Richland, WA:
SMSA Counties:
Richland Kennewick. WA ---------------- 5.4
WA Benton; WA Franklin.
Non-SMSA Counties -------------------------- 3.6
WA Walla Walla.
Yakima, WA:
SMSA Counties:
Yakima, WA ---------------------------- 9.7
WA Yakima.
Non-SMSA Counties -------------------------- 7.2
WA Chelan; WA Douglas; WA Grant; WA
Kittitas; WA Okanogan.
Seattle. WA:
SMSA Counties:
Seattle Everett. WA -------------------- 7.2
WA King; WA Snohomish.
Tacoma. WA ----------------------------- 6.2
WA Pierce.
Non-SMSA Counties -------------------------- 6.1
WA Clallam; WA Grays Harbor; WA Island;
WA .Jefferson; WA Kitsap; WA Lewis; WA
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Mason; WA Pacific; WA San Juan; WA Skagit;
WA Thurston; WA Whatcom.
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Portland, OR:
SMSA Counties:
Portland. OR-WA ------------------------ 4.5
WA Clark.
Non-SMSA Counties -------------------------- 3.8
WA Cowlitz; WA Klickitat; WA Skamania; WA
Wahkiakum.
10
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13
14
These goals are applicable to each nonexempt Contractor I s
total onsite construction workforce. regardless of whether or ,
not part of that workforce is performing work on a Federal.
federally assisted or nonfederally related project,~contract
or subcontract until further notice.
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
The Contractor's compliance with the Executive Order and the
regulations in 41 CFR Part' 60-4 shall be based on its
implementation of the Equal Opportunity Clause. specific
affirmative action obligations required by the specifications
set forth in 41 CFR 60-4.3(a), and its efforts to meet the
goals. The hours of minority and female employment and
training must be substantially uniform throughout the length
of the contract. in each construction craft and in each trade,
and the Contractor shall make a good faith effort to employ
minorities and women evenly on each of its projects. The
transfer of minority or female employees or trainees from
Contractor to Contractor or from project to project for the
sole purpose of meet ing the Contractor's goal shall be a
violation of the contract. the Executive Order and the
regulations in 41 CFR Part 60-4. Compliance with ~he goals
will be measured against the total work hours performed.
31
32
33
34
35
36
37
38
39
40
The Contractor shall provide written notification to the
Engineer within 10 working days of award of any construction.
subcontract in excess of $10,000 at any tier for construction
work under the contract resulting from this solicitation. The
notification shall list the name. address and telephone number
of the subcontractor; employer identification number of the
subcontractor; estimated dollar amount of the subcontract:
estimated starting and completion dates of the subcontract:
and the geographical area in which the contract is to be,
performed.
As used in this Notice, and in the contract resulting from
this solicitation. the Covered Area is as designated herein.'
Standard Federal Equal Emplovment Opportunitv Construction
Contract Specifications (Executive Order 11246\
3.
41
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45
As used in these specifications:
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a. Covered Area means the geographical area descr i bed in the
solicitation from which this contract resulted;
b. Director means Director, Off ice of Federal Contract Compl iance
Programs. United States Department of Labor, or any person to
whom the Director delegates authority;
c. Employer Identification Number means the Federal Social
Security number used on the Employer's Quarterly Federal Tax
Return. U. S. Treasury Department Form 941;
d. Minority includes:
(1) Black, a person having origins in any of the Black Racial
Groups of Africa.
(2) Hispanic, a fluent Spanish speaking. Spanish surnamed
person of Mexican. Puerto Rican, Cuban. Central American.
South American, or other Spanish origin.
(3) Asian or Pacific Islander, a person having origins in
any of the original peoples of the Pacific rim or the
Pacific Islands, the Hawaiian Islands and Samoa.
(.)
American Indian or Alaskan Native, a
origins in any of the original peoples of
and who maintain cultural identification
affiliation or community recognition.
person having
North America.
through tribal
2. Whenever the Contractor. or any Subcontractor at any tier,
subcontracts a portion of the work involving any construction
trade. it shall physically include in each subcontract in excess
of $10,000 the provisions of these specifications and the Notice
which contains the applicable goals for minority and female
participation and which is set forth in the solicitations from
which this contract resulted.
3.
If the Contractor is participating (pursuant to .1 CFR 60-4.5) in
a Hometown Plan approved by the U.S. Department of Labor in the
covered area either individually or through an association. its
affirmative action obligations on all work in the Plan area
(including goals and timetables) shall be in accordance with that
Plan for those trades which have unions participating in the Plan.
Contractors must be able to demonstrate their participation in and
compliance with the provisions ot any such Hometown Plan. Each
Contractor or Subcontractor participating in an approved Plan is
individually required to comply with its obligations under the EEO
clause. and to make a good faith effort to achieve each goal under
the Plan in each trade in which it has employees. The overall good
faith performance by other Contractors or SUbcontractors toward a
goal in an approved Plan does not excuse any covered Contractor's
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23
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or Subcontractor's failure to take good faith effort to achieve the
Plan goals and timetables.
The Contractor shall implement the specific affirmative action:
standards provided in paragraphs 7a through p of these
specifications. The goals set forth in the solicitation from which!
this contract resulted are expressed as percentages of the total
hours of employment and training of minority and female utilization
the Contractor should reasonably be able to achieve in each
construction trade in which it has employees in the covered area.
Covered construction contractors performing construction work in
geographical areas where they do not have a Federal or federally
assisted construction contract shall apply the minority and female I
goals established for the geographical area wherp. the work is being
performed. The Contractor is expected to make substantially uniform
progress in meeting its goals in each craft during the period
specified.
Neither the provisions of any collective bargaining agreement, nor
the failure by a union with whom the Contractor has a collective
bargaining agreement, to refer either minorities or women shall
excuse the Contractor's obligations under these specifications,
Executive Order 11246. or the regulations promulgated pursuant
thereto.
5.
6.
In order for the nonworking training hours of apprentices and
trainees to be counted in meeting the goals. such apprentices and
trainees must be employed by the Contractor during the training
period. and the Contractor must have made a commitment to employ
the apprentices and trainees at the completion of their training.
subject to the availability of employment opportunities. Trainees
must be trained pursuant to training programs approved by-the U.S.
Department of Labor.
The Contractor shall take specific affirmative actions to ensure
equal employment opportunity. The evaluation of the Contractor's
compliance with these specifications shall be based upon its effort
to achieve maximum results from its action. The Contractor shall
document these efforts fully, and shall implement affirmative
action steps at least as extensive as the following:
7.
a.
Ensure and maintain a working environment free of harassment,'
intimidation, and coercion at all sites. and in all facilities
at which the Contractor's employees are assigned to work. The,
Contractor. where possible. will assign two or more women to
each construction project. The Contractor shall specifically
ensure that all foremen, superintendents. and other on-site,
supervisory personnel are aware of and carry _out the,
Contractor I s obligation to maintain such a working
environment. with specific attention to minority or female
individuals working at such sites or in such facilities. i!
Establish and maintain a current list of minority and female
b.
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recruitment sources, provide written notification to minority
and female recruitment sources and to community organizations
when the Contractor or its unions have employment
opportunities available. and maintain a record of the
organizations' responses.
c. Maintain a current file of the names. addresses and telephone
numbers of each minority and female off-the-street applicant
and minority or female referral from a union. a recruitment
source or community organization and of what action was taken
with respect to each such individual. If such individual was
sent to the union hiring hall for referral and was not
referred back to the Contractor by the union or, if referred,
not employed by the Contractor, this shall be documented in
the file wi th the reason therefor, along wi th whatever
additional actions the Contractor may have taken.
d. Provide immediate written notification to the Director when
the union or unions with which the Contractor has a collective
bargaining agreement has not referred to the Contractor a
minority person or woman sent by the Contractor. or when the
Contractor has other information that the union referral
process has impeded the Contractor's efforts to meet its
obligations.
e. Develop on-the-job training opportunity and/or participate in
training programs for the area which expressly include
minorities and women. including upgrading programs and
apprenticeship and trainee programs relevant to the
Contractor's employment needs. especially those programs
funded or approved by the U. S. Department of Labor. The
Contractor shall provide notice of these programs to the
sources cDmpiled under 7b above.
f.
Disseminate the Contractor's EEO policy by providing notice
of the policy to unions and training programs and requesting
their cooperation in assisting the Contractor in meeting its
EEO obligations; by including it in any pOlicy manual and
collective bargaining agreement; by publicizing it in the
company newspaper. annual report, etc.; by specific review of
the policy with all management personnel and with all minority
and female employees at least once a year; and by posting the
company EEO policy on bulletin boards accessible to all
employees at each location where construction work is
performed.
g.
Review. at least annually. the company's EEO pOlicy and
affirmative action obligations under these specifications with
all employees having any responsibility for hiring,
assignment. layoff. termination or other employment decisions
including specific review of these items with on-site
supervisory personnel such as Superintendents. General
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Foremen, etc.. prior to the initiation of construction work
at any job site. A written record shall be made and
maintained identifying the time and place of these meetings,
persons attending. subject matter discussed, and disposition
of the subject matter.
h.
Disseminate the Contractor's EEO policy externally by
including it in any advertising in the news media.
specifically including minority and female news media, and
providing written notification to and discussing the
Contractor's EEO policy with other Contractors and
Subcontractors with whom the Contractor does or anticipates
doing business.
1.
Direct its recrui tment efforts. both oral and wll'ti tten to
minority. female and community organizations, to schools with
minority and female students and to minority and female
recruitment and training organizations serving the
Contractor's recruitment area and employment needs. Not later
than one month prior to the date for the acceptance of
applications for apprenticeship or other training by any
recruitment source. the Contractor shall send written
notification to organizations such as the above, describing
the openings, screening procedures, and tests to be used in
the selection process.
j.
Encourage present minority and female employees to recruit
other minority persons and women and where reasonable. provide
after school, summer and vacation employment to minority and
female youth both on the site and in other areas of a
Contractor's work force.
k.
Validate all tests and other selection requirements where
there is an obligation to do so under 41 CFR Part 60-3.
1.
Conduct. at least annually, an inventory and evaluation at
least of all minority and female personnel for promotional
opportunities and encourage these employees to seek or to
prepare for, through appropriate training. etc., such
opportunities.
m.
Ensure that seniority practices. job classifications. work
assignments and other personnel practices. do not have a
discriminatory effect by continually monitoring all personnel
and employment related activities to ensure that the EEO
policy and the Contractor I s obligations under these,
specifications are being carried out.
n.
Ensure that all facilities and company activities are,
nonsegregated except that separate or single-user toilet and,
necessary changing facilities shall be provided to assurel
privacy between the sexes.
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o. Document and maintain a record of all solicitations of offers
for subcontracts from minority and female construction
contractors and suppliers. including circulation of
solicitations to minority and female contractor associations
and other business associations.
p. Conduct a review, at least annually, of all supervisors'
adherence to and performance under the Contractor's EEO
pOlicies and affirmative action obligations.
8.
Contractors are encouraged to participate in voluntary associations
which assist in fulfilling one or more of their affirmative action
obligations (7a through pl. The efforts of a contractor
association, joint contractor-union, contractor-community. or other
similar group of which the Contractor is a member and participant.
may be asserted as fulfilling anyone or more of the obligations
under 7a through p of these specifications provided that the
Contractor actively participates in the group. makes every effort
to assure that the group has a positive impact on the employment
of minorities and women in the industry, ensure that the concrete
benefits of the program are reflected in the Contractor's minority
and female work-force participation. makes a good faith effort to
meet its individual goals and timetables, and can provide access
to documentation which demonstrate the effectiveness of actions
taken on behalf of the Contractor. The obligation to comply.
however. is the Contractor's and failure of such a group to fulfill
an obligation shall not be a defense for the Contractor's
noncompliance.
9.
A single goal for minorities and a separate single goal for women
have been established. The Contractor, however. is required to
provide equal employment opportunity and to take affirmative action
for all minority groups, both male and female, and all women, both
minority and nonminority. Consequently, the Contractor may be in
violation of the Executive Order if a particular group is employed
in substantially disparate manner (for example. even though the
Contractor has achieved its goals tor women generally. the
Contractor may be in violation of the Executive Order if a specific
minority group of women is underutilized) .
The Contractor shall not use the goals and timetables or
affirmative action standards to discriminate against any person
because of race, color. religion, sex, or national origin.
The Contractor shall not enter into any Subcontract with any person
or firm debarred from Government contracts pursuant to Executive
Order 11246,
10.
11.
12. The Contractor shall carry out such sanctions and penalties for
violation of these specifications and of the Equal Opportunity
Clause. including suspensions, terminations and cancellations of
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existing subcontracts as may be imposed or ordered pursuant to
Executive Order 11246. as amended, and its implementing regulations
by the Off ice of Federal Contract Compliance Programs. Any
Contractor who fails to carry out such sanctions and penal ties
shall be in violation of these specifications and Executive Order
11246, as amended.
7
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14
13. The Contractor, in fulfilling its obligations under these
specifications. shall implement specific affirmative action steps,
at least as extensive as those standards prescribed in paragraph
7 of these specifications, so as to achieve maximum results from
its efforts to ensure equal employment opportunity. If the
Contractor fails to comply with the requirements of the Executive
Order, the implementing regulations. or these specifications. the
Director shall proceed in accordance with 41 CFR 60-4.8.
14. The Contractor shall designate a responsible official to monitor I
all employment related activity to ensure that the company EEO
policy is being carried out, to submit reports relating to the
provisions hereof as may be required by the Government and to keep
records. Records shall at least include for each employee the
name. address. telephone numbers. construction trade. union
affiliation if any, employee identification number when assigned,
social security number, race, sex, status (e.g., mechanic,
apprentice. trainee, helper, or laborer). dates of changes in
status. hours worked per week in the indicated trade, rate of pay.
and locations at which the work was performed. Records shall be
maintained in an easily understandable and retrievable form;
however. to the degree that existing records satisfy this
requirement. contractors shall not be required to maintain separate
records.
15
16
17
18
19
20
21
22
23
24
25
26
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32
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15. Nothing herein provided shall be construed as a limitation upon
the application of other laws which establish different standards
of compliance or upon the applic'ation of requirements for the
hiring of local or other area residents (e.g., those under the,
Public Works Employment Act of 1977 and the Community Development:
Block Grant Program).
36
37
38
39
40
41
42
43
44
REQUIRED FEDERAL AID PROVISIONS
December 28. 1987
The Required Contract Provisions Federal Aid Construction contracts!
(FHWA 1273) and the amendments thereto supersede any conflicting
provisions of the Standard Specifications and are made a part of this
contract: provided, however. that if any of the provisions of FHWA 1273.1 '
as a mended, are less restrictive than Washington State Law, Then the'
Washington State Law shall prevail.
The provisions of FHWA 1273, as amended, included in this contractl
require the Contractor insert the FHWA 1273 and amendments thereto in
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each subcontract. together with the wage rates which are part of the
FHWA 1273. as amended. Also. a clause shall be included in each
subcontract requiring the subcontractors to insert the FHWA 1273 and
amendments thereto in any lower tier subcontracts, together with the
wage rates. The Contractor shall also ensure that this section,
REQUIRED FEDERAL AID PROVISIONS, is inserted in each subcontract for
subcontractors and lower tier subcontractors. For this purpose, upon
request to the Project Engineer, the Contractor will be provided with
extra copies of the FHWA 1273, the amendments thereto, the applicable
wage rates. and this section.
DISADVANTAGED BUSINESS ENTERPRISE PARTICIPATION (DaE)
Januarv 3. 1989
General Requirements tor Recipients
For the purpose of this section (General Requirements for Recipients)
the fOllowing definitions apply:
a. "Recipient" means any entity, public or private. to whom DOT
financial assistance is extended directly or through another
recipient.
b. "Department" or "DOT" means the U. S. Department of
Transportation including its operating elements.
c. "Contractor" means one who participates through a contract or
subcontract and includes lessees.
The following is quoted from the United States Code of Regulations 49
CFR Part 23.45.
a. Each recipient shall agree to abide by the statements in
paragraphs (1) and (2) below this section. These statements
shall be included in the recipient's DOT financial assistance
agreement and in all subsequent agreements between the
recipient and any sub-recipient and in all subsequent DOT
assisted contracts between recipients or sub-recipients and
any Contractor.
(1) "pOlicy" It is the policy of the Department of
Transportation that Disadvantaged Businesses as defined
in 49 CFR Part 23 shall have the maximum opportunity to
participate in the performance of contracts financed in
whole or in part wi th Federal funds under this agreement.
Consequently the DBE reqUirements of 49 CFR Part 23 apply
to this agreement.
(2) "DBE Obligation" The recipient or its Contractor agrees
to ensure Disadvantaged owned Businesses as defined in
49 CFR Part 23 have the maximum opportunity to
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participate in the performance of contracts and
subcontracts financed in whole or in part with Federal
funds provided under this agreement. In this regard all
recipients or Contractors shall take all necessary and
reasonable steps in accordance with 49 CFR Part 23 to
ensure DBEs have the maximum opportunity to compete for
and perform contracts. Recipients and their Contractors
shall not discriminate on the basis of race. color,
national origin, or sex in the award and performance of
DOT assisted contracts.
11
12
13
The DBE Policy Statement and DBE Obligation cited above shall be made
a part of all subcontracts and agreements entered into as a result of
this contract.
..
14
Definitions
15
16
When referred to in this contract. the terms Disadvantaged Business
Enterprise (DBE). will be construed to have the following meaning:
17
18
19
20
21
22
23
24
"Disadvantaged business" means a small business concern: (a) Which
is at least 51 percent owned by one or more socially and
economicall y disadvantaged individuals, or. in the case of any
publicly owned business, at least 51 percent of the stock of which
is owned by one or more socially and economically disadvantaged
individuals; and (b) whose management and daily business operations
are controlled by one or more of the socially and economicalli
disadvantaged individuals who own it.
25
26
27
28
29
30
31
32
"Small business concern" means a small business as defined pursuant
to section 3 of the Small Business Act (15 U.S.C. 632) and relevant
regulations promulgated pursuant thereto (see 13 CFR Part 121 )"
except that a small business concern shall not include any concern
or group of concerns controlled by the same socially and
economically disadvantaged individual(s) which has annual average
gross receipts in excess of $14.000.000 over the business's
previous three fiscal years.
"Socially and economically disadvantaged individuals" means those
individuals who are citizens of the United States (or lawfully
admitted permanent residents) and who are Black Americans, Hispanic
Americans, Native Americans, Asian-Pacific Americans. or
Asian-Indian Americans and any other minorities or individuals
found to be disadvantaged by the Small Business Administration
pursuant to section 8(a) of the Small Business Act. Recipients
shall make a rebuttable presumption that individuals in the
following groups are socially and economically disadvantaged.
Recipients also may determine. on a case-by-case basis. that
individuals who are not a member of one of the following groups
are socially and economically disadvantaged.
33
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(a)
"Black Americans," which includes persons having origins in
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any of the Black racial groups of Africa;
(b) "Hispanic Americans," which includes persons of Mexican.
Puerto Rican, Cuban, Central or South American, or other
Spanish or Portuguese culture or origin. regardless of race;
(c) "Native Americans," which includes persons who are American
Indians, Eskimos. Aleuts, or Native Hawaiians; ~
(d)
"Asian-Pacific Americans," which includes persons
origins are from Japan, China, Taiwan, Korea. Vietnam,
Cambodia. the Philippines. Samoa. Guam. the U.S.
Territories of the Pacific. and the Northern Marianas;
whose
Laos,
Trust
and
"Asian-Indian Americans." which includes persons
origins are from India, Pakistan, and Bangladesh.
Women shall be presumed to be socially and economically
disadvantaged individuals.
(e)
whose
DBB Eligibility
Disadvantaged Business Enterprises proposed by the bidder to be used on
this project shall be shown as a DEE for Federal purposes on the current
list of firms accepted as certified by the Offic,e of Minority and
Women's Business Enterprises (OMWBE) or who can produce written proof
from OMWBE showing they were accepted as certified as such prior to the
date fixed for opening bids. Such certifications are made pursuant to
authority granted by, among other things, Chapter 39.19 RCW. Chapter 326
WAC and 49 CFR.
In addition to firms accepted as certified by OMWBE and appearing on
the above referenced list. WSDOT will accept any firm determined by the
Federal Small Business Administration to be owned and controlled by
socially and economically disadvantaged individuals under Section 8(a)
of the Small Business Act, 13 CFR. Part 121 as amended. Provided that
the Washington State Office of Minority and Women's Business Enterprises
must have received a completed OMWBE application form from such firms
together with written proof of SBA 8(a) certification prior to the date
fixed for opening bids and further provided that such firms do not
exceed the size limits as contained herein under definitions.
A consolidated list of firms accepted as certified by OMWBE is available
at nominal cost from that office.
DBE firms which are not so certified at the time fixed for the opening
of bids will not be accepted by the State for participation in thi9
project for purposes of meeting the goals as stated below. This shall
be true notwithstanding any later certification,
In the event the apparent low bidder. in good faith, proposes to use a
firm that is certified at the time of the submission of the bid. and
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that firm is later found by the Office of Minority and Women's Business
Enterprises to be ineligible or unable to perform. then the apparent low
bidder will be required to substitute another certified firm of the kind
needed to meet the goal, before award. at no additional cost to the
State.
6
Joint Venture Approval
7
8
9
Under authority of 49 CFR. money spent on contracts awarded to joint
ventures can be counted toward goal attainment when the procedure
outlined in this specification is followed.
10
11
12
13
14
15
16
17
18
19
20
21
a. Contents of joint venture agreement. The joint venture I
agreement must be in writing and signed under penalty of
perjury by all of the joint venturers. Each joint venture
agreement shall specify the contribution made by each joint
venturer; the control each will exercise; the potential for
profit or loss and the distribution thereof. Each of these
elements must be allocated in proportion to their
contribution. The joint venture agreement must also identify
the commercially useful function the joint venture will
perform and the part of the work each joint venturer will do.
The agreement must also specify which participant(s) are DBEs
and give docUMentation of DBE certification.
b. Requests for approval. Any joint venture may request approval
by the Washington State Department of Transportation. The
request must be in writing. must include a written joint
venture agreement and must contain a stateMent that gives
WSDOT authority to audit the joint venture. A prospective
bidder who has not been certified as a joint venture may not
be given a bid proposal unless the bidder has submitted his
joint vonture agreement at least seven calendar days before
the date of opening bids for a specif ied project. The
agreement shall conform to the requirements of subsection (a)
of this section. WSDOT shall approve a joint venturp which
submits an agreement that contains each of these specified
el~ments.
Time of request. A request for approval of a joint venture!
must be submitted and approved before the time fixed for bid!
opening. If the joint venture is not approved. the agency
shall award to the lowest responsive bidder or rebid,
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
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c.
d.
Effect of approval. An approved joint venture is approved
only for one specific contract.
Investigation. WSDOT may request additional information from!
an enterprise seeking approval as a joint venture. Failure
to provide the requested information shall result in the:
denial of the request approval.
41
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f. Complaints. Complaints regarding the opposition of validity
of an approved joint venture shall be written and shall be
made to WSDOT and to OMWBE. WSDOT shall fully investigate
each complaint and issue a written report of its findings.
The report will be provided to the complainant and to OMWBE.
Concurrently, the WSDOT may investigate complaints pursuant
to its rules and Chapter 39.19 RCW.
DBE Goals
In order to comply with the requirements of 49 CFR Part 23. the State
has established a DBE goal in the amount of:
*** $ 0.00 *** for Disadvantaged Businesses;
The bidder shall complete and submit with the bid. a Disadvantaged
Business Enterprise Utilization Certification which has been made a part
of the proposal. This certification shall be used to determine whether
a bidder has complied with the DBE goal requirements. The State shall
consider as unresponsive those bids submitted whi~h do not contain the
certification. which contain an incomplete or false certification, or
which display insufficient projected use of DBEs. The State expects
that the bidder shall make every effort, through negotiations and/or
written solicitations. to meet the above specified goal. The state
expects each bidder shall attain the goal. After bids are opened. the
State in a letter will request specific information regarding the DBEs
submitted with the bid package. This information shall describe the
work to be performed by each DSE and the total price for each item to
be paid to each DSE on this project. The total price for each item to
be paid to each DBE may not be less than the prices listed on the DSE
certification portion of the bid. If the written information provided
by the Contractor indicates a greater dollar value of work to DBE's than
the DBE utilization certification submitted with the bid, then the
greater dollar value indicated in the information will be included as
a condition of award.
Counting DBE Participation Toward Meeting Goals
DBE participation shall be counted toward meeting goals set in
accordance with the following criteria:
0. Except as specified below, the total dollar value of the
contract awarded to the DBE is counted toward the DBE goal.
A portion of the total dollar value of a contract with an
eligible joint venture equal to the percentage of the
ownership and control of the DSE partner in the joint venture
will be counted toward the DB! goal.
c. As described below. expenditures for materials and supplies
obtained from DSE suppliers and manufacturers are counted
toward the DBE goal, provided that the DBE assumes the actual
b.
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and contractual responsibility for the provision of the
materials and supplies.
(1) Manufacturers. A Contractor may count toward its DBE
goal 100 percent of its expenditures for materials and
supplies required under a contract and obtained from a
DBE manufacturer only if WSDOT approves the description
of the DBE I S responsibilities for manufacturing the
supplies in advance of the bid opening. To obtain WSDOT
approval. the bidder or manufacturing firm must submit
a written request which must be received by WSDOT no
later than tp.n days prior to bid opening describing the
manufacturing process the DBE will perform. Once a
firm's manufac~uring process has been approved it is not
necessary to resubmit the firm for approval uDless the
manufacturing process is changed. If WSDOT approval of
the manufacturing process is not obtained prior to the
time fixed for opening bids, the expenditure to the DBE
manufacturer cannot be counted at full value. Partial
counting of the DBE amount may be allowed as a regular
dealer or as a service provider as described below.
For purposes of this section. a manufacturer is a firm
that operates or maintains a factory or establishment
that produces on the premises the materials or supplies
obtained by the Contractor.
(2) Regular Dealers. A Contractor may count toward its DBE
goal 60 percent of its expenditures for materials and
supplies required under a contract and obtained from a
DBE regular dealer onlv if WSDOT approves them in advance
of bid openinq. To obtain approval, the lTidder or
regular dealer must submit a written request which must
be received by WSDOT no later than ten days prior to bid
opening describing the regular dealer's responsibilities.
Once a firm's regular dealer status has been approved it
is not necessary to resubmit the firm for approval unless
the operating procedures Change. If WSDOT approval of
the regular dealer's status is not obtained prior to the
time fixed for opening bids. the expenditure to the DBE,
regular dealer cannot be counted at 60 percent. Partial
counting of the DBE amount may be allowed as a service
provider as described below.
For purposes of this section. a regular dealer is a tirm
that owns, operates, or maintainm a store, warehouse. or,
other establishment in which materials or _supplie~
required for the performance of the contract are bought,
kept in stock, ll,nd regularly sold to the public in the, '
usual course ot business. To be a regular dealer. the,
firm must engage in, as its principal business and in itsl
own name. the purchase and sale ot the products in
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question. A regular dealer in such items as steel.
cement, gravel, stone. and petroleum products need not
keep such products in stock if it owns or operates
distribution equipment. Brokers and packagers shall not
be regarded as regular dealers wi thin the meaning of this
section.
d.
Service Providers: A Contractor may count toward its
DBE goal the following expenditures to DBE firms that
are not approved as manufacturers or regular dealers:
(1) The fees or commissions charged for providing a BONA
FIDE service, such as professional. technical.
consultant, or managerial services and assistance
in the procurement of essential personnel,
facilities, equipment, materials. or supplies
required for performance of the contract. provided
that the fee or commission is determined by WSDOT
to be reasonable and not excessive as compared with
fees customarily allowed for similar services.
(2) The fees charged for delivery of materials and
supplies required on a job site (but not the cost
of the materials and supplies themselves) when the
hauler, trucker, or delivery service is not also
the manufacturer of or a regular dealer in the
materials and supplies, provided that the fee is
determined by WSDOT to be reasonable and not
excessive as compared with fees customarily allowed
for similar services. .
(3) The fees or commissions charged for providing any
bonds or insurance specifically required for the
performance of the contract, provided that the fee
or commission is determined by WSDOT to be
reasonable and not excessive as compared with fees
customarily allowed for similar services.
If any of the aforementioned manufacturer or supply services are
commercially unnecessary, such as the case when a firm acts only as a
passive conduit in the supply process or duplicates a service provided
by others in the same chain of supply from manufacturer to purchaser.
no credit will be granted toward the DBE goal.
Selection of Successful Bidder
The successful bidder shall be selected on the basis of his having
submitted the lowest responsive bid which has met the DBE goal as
established elsewhere in these contract documents. Should the low and
otherwise responsive bidder fail to attain the goal, responsiveness
shall be determined on the basis of good faith efforts taken to attain
the goal. The State has established the following objective measurement
41
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of good faith. Good faith shall be determined in light of the DBE
participation attained by all bidders and by comparing the DBE
participation to the average DBE participation by all bidders. For
purposes of computing the average DBE participation, only that amount
of the DBE goal attainment which does not exceed the established goal
shall be used. Should the low bidder's DBE participation be lower than
the average, the bid shall be considered unresponsive and shall be
rejected. If the lowest bid is rejected, the next lowest bid, or bids.
shall be examined under the foregoing criteria until the contract is
awarded or all bids rejected.
11
DBE Contract Compliance
The Stat~ will include a letter to the successful bidder setting forth
the Contractor's DBE obligations as a condition of award. Such letter
shall be construed as a contract specification at the time of award.
12
13
14
15
16
17
18
19
20
21
22
23
Only expenditures to DBEs that perform a commercially useful function
in the work of a contract will be counted toward the DBE goal. A DBE
is considered to perform a commercially useful function when it is
responsible for execution of a distinct element of the work of a
contract and carrying out its responsibilities by actually performing.
managing. and supervising the work involved. To determine whether a
DBE is performing a commerciallY useful function, the State may evaluate
the amount of work subcontracted, industry practices, and other relevant
factors. '
24 To ensure all obligations under contracts awarded to DBE are met, the
25 State shall review the Contractor's DBE involvement efforts during the
26 performance of the contract. The Contractor shall bring to the
27 attention of the state any situation in which regularly scheduled
28 progress payments are not made to DBE subcontractors.
29
30
31
32
If DBE work is diminished or deleted by change order. other work of
equivalent value shall be substituted by the Contractor to the same DBE
or substitute another certified DBE to perform equivalent value work or
provide good faith effort documentation.
In the event the DBE expects to share the resources of the prime
contractor in the form of facilities, financial assistance. equipment
or personnel, a written plan shall be submitted by the Contractor to
the Washington State Department of Transportation Office of Minority
Affairs before the DBE commences work describing the facilities.
financial assistance. equipment or personnel to be shared to ensure that
no violation to the performance of the commercially useful function
occurs. If the DBE is sharing resources with other than the prime
contractor. the above information shall be provided as requested by the;
Engineer. '
33
34
35
36
37
38
39
40
41
42
43
44
45
This information. among other things.
of Minority Affairs to ascertain the
with the commercially useful function
will be used by the WSDOT Office!
compl iance of the Contractor (s)'
provision of this specification.
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Statutory Penalties
2
3
4
5
6
7
8
9
10
11
If a person, firm, corporation, or business does not comply with any
provision of this contract required under Chapter 39.19 RCW, the State
may withhold payment. debar the Contractor, suspend or terminate the
contract, and subject the Contractor to civil penalties of up to ten
percent of the amount of the contract for each violation. Willful
repeated violations. exceeding a single violation, may disqualify the
Contractor from further participation in state contracts for a period
of up to three years. An apparent low-bidder must be in compliance with
these contract provisions as a condition precedent to the granting of
a notice of award by WSDOT.
12
Further Information
13
14
If further information is desired concerning Disadvantaged Business
Enterprise participation, inquiry may be directed to:
15
16
17
18
19
20
Maurice Alexander
Construction Office
Washington State Department of Transportation
Transportation Building
Olympia. WA 98504
or telephone - (206) 586-2264.
21
Proposal
The Disadvantaged Business Enterprise Utilization Certification form is
made a part of this contract and is attached to the proposal.
22
23
24
25
ARCHAEOLOGICAL AND HISTORICAL OBJECTS
April 12. 1982
It is national and state policy to preserve, for public use, historical
and prehistorical objects such as ruins. sites. buildings, artifacts.
fossils, or other objects of antiquity that may have Significance from
a historical or scientific standpoint.
Archaeological or historical objects. which may be encountered by the
Contractor. shall not be further disturbed. The Contractor shall
immediately notify the Engineer of any such finds.
The Engineer. through Headquarters Construction, will contact the
archaeologist who wi 11 determine if the material is to be salvaged.
The Contractor may be required to stop work in the vicinity of the
discovery unt i 1 such determination is made. I f the archaeologist
determines that the material is to be salvaged. the Engineer may
require the Contractor to stop work in the vicinity of the discovery
until the salvage is accomplished.
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
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1 Any loss of time suffered by the Contractor due to resulting delays will
2 be adjusted in accordance with Section 1-08.8.
3 UTILITIES
4 November 26. 1984
5
Section 1-07.17 is supplemented by the following:
6
7
8
Locations and dimensions shown in the Plans for existing facilities
are in accordance with available information obtained without
uncovering, measuring. or other verification.
9
10
11
12
Public and private utilities, or their contractors, will furnish
all work necessary to adjust, relocate, replace, or construct their
facilities unless otherwise provided for in the Plans or these
Special Provisions.
The Contractor shall call the Utility Location Request Center (One
Call Center), for field location. not less than two nor more than
ten business days before the scheduled date for commencement of
excavation which may affect underground utility facilities, unless
otherwise agreed upon by the parties involved. A business day is
defined as any day other than Saturday, Sunday, or a legal local,
State, or Federal holiday. The telephone number for the One Call
Center for this project may be obtained from the Engineer. If no
one-number locator service is available, notice shall be provided
individually to those owners known to or suspected of having
underground facilities within the area of proposed excavation.
The Contractor is alerted to the existence of Chapter 19.122 RCW,
a law relating to underground utilities. Any cost-- to the
Contractor incurred as a result of this law shall be at the
Contractor's expense.
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
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34
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36
37
38
39
No excavation shall begin until all known facilities. in the
vicinity of the excavation area. have been located and marked.
The following addresses and telephone numbers of utility companies known
or suspected of having underground facilities within the area of
proposed excavation are supplied for the Contractor's convenience:
Puget Sound Power and Light Company
P.O. Box 555
Port Townsend, WA 98368
Ph: (206) 385-1004
40
41
42
43
44
Pacific Northwest Bell Telephone Co.
611 Sixth St.
Bremerton. WA 98310
Ph: (206) 478-5681
CALL 48 HOURS
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Port Townsend Water Department
540 Water St.
Port Townsend, WA 98368
Ph: (206) 385-2700
BEFORE YOU DIG!
1-800-"2"-5555
Port Townsend TV Cable
P.O. Box 811
Port Townsend, WA 98368
Ph. Toll Free 1-800-562-2263
United Telephone Company
P.O. Box 277
19168 Jensen Way
Poulsbo. WA 98370
Ph. Toll Free 1-800-424-5555
John R. Hansen
The Old Alcohol Plant
Box 310. Alcohol Loop Road
Hadlock. WA 98339
Ph: (206) 385-3310
PUBLIC LIABILITY AND PROPERTY DAMAGE INSURANCE
Mav 31, 1988
In addition to the requirements of Section 1-07.18, the Contractor shall
comply with the following:
The cost to name the State as being insured as required by Section
1-07.18 shall be reported to the Engineer on DOT Form 421-025,
Public Liability and Property Damage Insurance Certification. This
certif.ication shall identify only the cost to provide insurance
coverage for the State in accordance with Section 1-07.18 and shall
not include any cost for the Contractor's portion of the insurance.
The Contractor shall make every effort to identify the cost.
However. in the event the cost is not identifiable, the Contractor
will be permitted to report th&t fact in order to comply with the
requirements of this subsection. The certification shall be
submitted to the Engineer as soon as the cost can be identified but
not later than when the Contractor signs and returns the Final
Contract Voucher Certification for final payment as provided in
Section 1-09.9. This certification shall be subject to audit, in
accordance with Section 1-09.12, to ensure the costs are properly
reported.
OTHER CONTRACTS OR OTHER WORK
l\pril 2&. 1988
Referring to the second paragraph of section 1-0&.14 of the standard
specifications. it is anticipated that the following work adjacent to
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or within the limits of the project will be performed by other work
during the life of this project:
3
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Utility relocations. installment and adjustment by various utility
companies listed elsewhere under Utilities.
5
6
The Contractor will work closely with all utilities and schedule his or
her work with theirs.
7
8
EMERGENCY TRAFFIC CONTROL
Januarv 9. 1984
9
10
In addition to the requirements of section 1-07.23 of the standard
specifications, the following provisions shall apply:
When required by the Engineer or before beginning work on the I
project. the Contractor shall designate a supervisory employee to
be in continuous responsible charge of traffic control. and shall,
provide the Engineer with a list of not more than six supervisory
employees that may be called for emergency traffic control as
needed during nonworking hours. The list shall include the
employees' telephone numbers and the Contractor shall have at least
one of these employees available at any time. The State will
furnish the Contractor with a similar list of the Engineer I s
employees.
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
When the Contractor's employees are called out to provide emergency
traffic protection during nonworking hours. payment for labor.
equipment. and materials deemed necessary by the Engineer will be
made in accordance wi th sect ion 1-09.6 of the standard
specifications.
26
27
28
29
No payment, other than provided for by section 1-07.23 of the
standard specifications, will be made for traffic control during
the Contractor's normal working hours or such hours as actually
worked.
30 STRUCTURE EXCAVATION
31 .~onstruction Requirements
32
33
34
35
36
37
38
39
Section 2-09 is supplemented by the following:
The Contractor shall adequately protect the existing pavement from
damage due to the Contractor's operations and shall shore or crib,
all excavation adjacent to the existing pavement as specified in
Section 2-09.3(3)D. EXisting pavement damaged by the Contractor's
operations shall be replaced by the Contractor at the Contractor's!
expense. The repair shall be preformed where directed and to the'
approval of the Engineer.
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PROTECTION OF WATER LINE
In addition to the requirements of the section entitled "UTILITIES",
the Contractor is advised that due to the close horizontal and vertical
proximity of the proposed culvert installation to the existing water
main in the area of station 38+71 Rt. to station 39+02 Rt., he shall
determine, prior to submitting his bid. the extent of the work required
to protect the water main during the construction of the culvert
installation. The unit prices for the various items involved in the
construction of the culvert installation shall be full compensation for
the work involved or required to protect the water main and shall be
considered incidental to the unit prices.
REMOVING COLVERT PIPE
Construction Requirements
Where shown in the Plans. the Contractor shall remove cul'7ert pipe. in
accordance with Section 2-02, except the pipe removed will be measured
as a separate pay item.
All removed culvert pipe shall become the property of the Contractor
and shall be disposed of outside the project limits.
Measurement
Culvert pipe removal will be measured per lineal foot of pipe removed.
Payment
The unit contract price per lineal foot for "Removing Culvert Pipe 12"
Diameter" shall be considered full compensation for excavating.
removing. loading, hauling, backfilling and disposing of the removed
materials.
CONCRETE PIPE COLLARS
Description
Whenever the end of the existing concrete culvert pipe is irregular or
otherwise incompatible with the new culvert pipe section, concrete pipe
collars shall be constructed in accordance with the details shown in the
Standard Plans at the locations indicated in the Plans or where
designated by the Engineer.
Materials
Reinforcement material shall be welded steel wire fabric for concrete
47
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reinforcement conforming to ASTM Designation A 185-79. The steel wire
fabric shall be galvanized after fabrication.
3
Construction Requirements
If the Contractor so desires, he may mix the concrete Class C by hand'
in accordance with the Section 6-02.3(4).
4
5
6
Payment
All costs to the Contractor to complete the work as specified shall be
included in the unit contract price per lineal foot for the size and
type of pipe being placed.
7
8
9
"
10
PIELD BEVEL CULVERT PIPE
11
12
13
14
Where shown in the plans, the Contractor shall field bevel (miter) the
ends of culvert pipes extended under this contract, to conform to the
slope of the finished. surrounding ground. Resultant debris shall be
disposed of off County right of way.
The concrete pipe shall be grouted following beveling to present a
smooth beveled end section.
15
16
17
18
19
20
The Contractor shall exercise care in beveling the pipe extension so as
not to damage any portion of the culvert pipe that is to remain. An~
such damage resulting from the Contractor I s operations shall be repaired
to the satisfaction of the Engineer at no cost to the County.
21 All costs involved in field beveling the culvert pipe extensions as
22 specified shall be included in the unit contract price per lineal foot
23 for "Plain Concrete Culvert pipe, 18 In. Diameter".
24 PUBLIC CONVENIENCE AND SAPETY
25 September 13. 1982
26
27
The construction safety zone for this project is 10 feet from the
outside edge of the traveled way. !
28
29
30
31
During nonworking hours equipment or materials shall not be within the
safety zone unless it is protected by permanent guard rail or temporar~
concrete barrier. The installation and location of temporary concrete' f
barrier. if used, shall have the approval of the Engineer.
During the actual hours of work. unless protected as described above.! I
only material absolutely necessary to construction shall be allowed
within the safety zone or allowed to stop or park on the shoulder of
the roadway. i
o
32
33
34
35
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36 Parking of employee vehiclos shall not be within the safety zone at any
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time unless protected as described above. Any deviation from the above
requirements shall have the written approval of the Engineer.
COUNTY ROAD CLOSURE
The Contractor is allowed to close the existing North Old Flagler Road.
No detour will be provided for this project.
SIGNING OF NO PASSING ZONES
November 2. 1981
In accordance with Section 1-07.23.(3). the Contractor shall furnish
and install approximately 6 posts for signing of no passing zones.
CONSTRUCTrON SIGNING
April 8. 1985
In addition to the requirements of Section 1-07.23(3). the following
provisions shall apply.
The required signs will be available at the Hadlock County Shop,
371 Chimacum Road,. Chimacum. Washington. 98339. on normal work
days. The Contractor shall make arrangements with the Engineer
prior to picking up the signs. The Contractor shall sign an
itemized receipt at the time of delivery.
Signs shall be returned to the Hadlock County Shop. 371 Chimacum
Road, Chimacum. Washington, 98339 when their need has ceased, as
determined by the Engineer. The value of signs furnished by the
State to the Contractor is fixed at $8.00 per Square foot. The
value of such signs which are damaged or not returned as provided
in Section 1-07.23 (3) will be deducted from payment due or to
become due the Contractor.
SPECrALTY ITEMS
November 2. 1981
For the purpose of determining the percentage of work that may be
subcontracted as specified in Section 1-08.1. the following items on
the contract are designated as Specialty Items.
"PERMANENT SIGNING"
"ILLUMINATION SYSTEM"
SUBCONTRACTING
October 3. 1988
49
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1 In addition to the requirements of Section 1-08.1, the following shall
2 apply to this contract:
3
4
5
6
7
8
9
10
Prior to any subcontractor or agent beginning work on this project,
the Contractor shall submit to the Engineer a certification (WSDOT
Form 420-004) that a written agreement between the Contractor and
the subcontractor or between the subcontractor and any agent to the
subcontractor has been executed. This certification shall also
guarantee that these subcontract agreements include all the
documents required by the Special Provision entitled REQUIRED
FEDERAL AID PROVISIONS.
11
12
13
14
A subcontractor or an agent to the subcontractor will not be
permitted to perform any work under the contract until the
following documents have been completed and submitted to the
Engineer:
15
16
17
18
19
1. Request to Sublet Work (Form 421-012).
2. State of Intent to Pay Prevailing Wage (Form 421--022).
and
3. Contractor and Subcontractor or Agent Certification for
Federal-aid Projects (Form 420-004).
20
21
22
23
24
25
26
27
The Contractor's records pertaining to the requirements of this
Special Provision shall be open to inspection or audit by
representatives of the Department during the life of the contract
and for a period of not less than three years after the date of,
acceptance of the contract. The Contractor shall retain these
records for that period. The Contractor shall also guarantee that
these records of all subcontractors and agents shall be open to
similar inspection or audit for the same period.
28
29
APPROVAL OF SHOP DRAWINGS FOR ILLUMINATION AND SIGNALS
November 2. 1981
The review time for approval of shop drawings for illumination
signal work will require up to 30 calendar days from the date
Engineer receives the drawings until they are returned to
Contractor. The actual time required to approval is dependent upon
completeness and appropriateness of the drawings submitted.
Deficiencies will require additional time for approval based on thel
degree of the deficiency and the additional review time required. If
the drawings are returned to the Contractor to correct deficiencies. an
additional 30 calendar days may be required for the approval process. I
If more than 30 calendar days are required for routine approval of shop
drawings that are complete and accurate. the effect which the additional
review and approval time have on the completion time will be conSideredl I
in evaluating a time extension. Time extensions will be evaluated in '
accordance with Section 1-08.8. The Contractor will be granted an
30
31
32
33
34
and:
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36
37
38
39
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extension of time, equal to the amount of time the additional review and
approval time impact the completion time of the project, in accordance
with Section 1-08.8.
PROGRESS OF WORK
November 2. 1981
In accordance with Section 1-08.3. the Contractor shall prepare and
submit the progress schedule in the form of bar graphs developed under
the critical path method. P.E.R.T., or other similar methods. The bar
graph shall be supplemented by the arrow diagram and activity listing
used in its preparation. The progress schedule shall be in sufficient
detail that progress of the work can be evaluated accurately at any time
during the performance of the contract.
TIME FOR COMPLETION
November 2. 1981
This project shall be completed in its entirety within ~o working days
in accordance with Section 1-08. All work except the following critical
items of this project shall be completed within the first working days
in accordance with Section 1-08.
"ILLUMINATION SYSTEM"
The Contractor. in order to receive a suspension of the cpntract time
as specified herein, shall. within 20 calendar days after execution by
the State, provide the State with copies of purchase orders for all
electrical equipment items deemed critical by the State, including but
not limited to. illumination standards and materials required for
completion of the contract. Such purchase orders shall disclose the
estimated delivery dates for such critical equipment. If the State
receives a purchase order within the prescribed 20 days. the contract
time shall be suspended upon completion of all work except the
heretofore mentioned critical items. In the event the State does not
receive the purchase order within 20 days after execution by the State.
the contract time for the entire project will continue without
suspension for the critical items.
Upon delivery of the critical items to the project site, the contract
time will resume in accordance with Section 1-08. Liquidated damages
in accordance with Section 1-08.9 for an amount based on the dollar
amount of the respective portions ot the contract. will be assessed for
tailure to complete either portion of the contract within the completion
times specified.
ORDER OF WORK
The Contractor shall proceed with the project in such a manner that the
51
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1 Finished Sub Grade. Gravel Base. Crushed Surfacing Top Course or Asphalt
2 Concrete Pavement will not be cut or disturbed to install drainage
3 structures. utilities. etc. All underground structures and utilities r
4 will be completed prior to final grading and compaction of the surfacing'
5 layers.
6
7
CLEARING AND GRUBBING
November 2. 1981
8
Construction Requirements
~ Clearing and grubbing on this project shall be performed in accordance, i
10 with Section 2-01 and within the following limits. : i
11
12
13
,..
Clearing limits will be set by the County. The clearing limits
shall be from the edge of existing shoulder to the slope stakes in
areas of roadway widening or as directed by the Engineer.
14 All costs for clearing and grubbing on this project shall be included
15 in the contract bid price per acre for "Clearing and Grubbing". i I
16
17
ROADSIDE CLEANUP
November 2. 1981
18 Construction Requirements
I
19 In addition to the requirements of Section 2-01.3(4) the following work
20 shall also be included in this item.
21
22
23
24
25.
26
27
28
29
30
31
32
From the toe of slope to the right of way line in the vicinity o~
vacated George Street between 44+15 Left to 45+10 Left. Oak Bay
Road.
From the edge of existing shoulder to the back slope in th~
vicinity of North Old Flagler Road between stations 0+45 and 3+20"
left and right. North Old Flagler Road. !
REMOVING ASPHALT CONCRETE PAVEMENT
December 16. 1985
Description
Ii
Where shown in the Plans or where deSignated by the Engineer. the I
Contractor shall remove Asphalt Concrete Pavement. The approximate
thickness of the pavement is 0.20' to 1.00'. ~ I!
33 Construction Requirements
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Prior to removal. the Contractor shall use a vertical saw cut to
delineate the areas of pavement removal from those areas to remain.
The removed pavement shall become the property of the Contractor and
shall be removed from the project. Asphalt removed will not be allowed
in the fill areas of this project.
Damage caused to portions of the pavement to remain, due to the
Contractor I s operation, shall be repaired by the Contractor at the
Contractor's expense and to the satisfaction of the Engineer.
Measurement
Pavement removal will be measured by the square yard prior to removal.
Payment
Payment will be made for approximatelY 860 s.y. of asphalt concrete
removal lying outside the limits of the side slopes necessary for the
construction of Flagler Road and for obliterating the North Old Flagler
Road to Station 3+20.
The unit contract price per square yard for "Removing Asphalt Concrete
Pavement" shall be full pay for furnishing all labor, tools, and
equipment necessary to dispose of the item specified.
DISPOSAL OP SURPLUS MATERIALS
November 2. 1981
Construction Requirements
A waste site has not been provided by the State for the disposal of
excess materials and debris.
EMBANKMENT COMPACTION
Method "B" compaction shall be used for all embankments unless otherwil!le
specified by the Engineer.
- MEASUREMENT OF ROADWAY EXCAVATION AND EMBANKMENT
April 14. 1986
Only one determination of the original ground elevation will be made on
this project. Measurement tor roadway excavation and embankment will
be based on the original ground elevations recorded previous to the
award of. this contract and, the alignment. profile grade, and roadway
section as shown in the plans or as ordered by the Engineer.
53
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1 If discrepancies are discovered in the ground elevations which will
2 materially affect the quantities of earthwork, the original computations
3 of earthwork quantities will be adjusted accordingly.
4 Earthwork quantities will be computed. either manually or by means of
5 electronic data processing equipment.
6
7
8
Copies of the ground cross-section notes will be available for the
bidder's inspection. before the opening of bids, at the office of the
Project Engineer.
9
10
Upon award of the contract. copies of the original ground cross-sections
will be furnished to the successful bidder if requested.
11
12
SOURCE OF MATERIALS
June 14. 1982
No source has been provided for any materials necessary for the
construction of this improvement.
The Contractor shall make arrangements to obtain the necessary materials
at no expense to the State. and all costs of acquiring. producing. and
placing this material in the finished work shall be included in the unit
contract prices for the various items involved.
13
14
15
16
17
18
19
20
21
22
23
HAULING ON OTHER THAN STATE HIGHWAYS
June 14. 1982
24 Materials
25 Section 3-02 of the standard specifications is supplemented by the
26 following:
27
28
29
30
If the sources of materials provided by the Contractor necessitates
haUling over roads other than State Highways. the Contractor shall. at
the Contractor's expense, make all arrangements tor the use of the haul
routes.
31 SITE RECLAMATION
32 November 2. 1981
33
Materials
34
35
36
37
38
39
The provisions ot Section 3-03 will not apply to this contract. Sit~ i
reclamation shall be performed by the contracting agency on all sites
furnished by it.
I'
On sites provided by the Contractor, and where required,',by law.ll
Contractor shall obtain a surtace mining operating permit ".trom the
II
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Department of Natural Resources. Prior to commencing operations at the
site, the Contractor shall furnish evidence to the Engineer that this
requirement has been met.
Payment
All costs involved in complying with the requirements of an operating
permit acquired from the Department of Natural Resources for
Contractor-provided sites shall be incidental to the materials to be
produced from said site(s).
ROAD APPROACHES
Road approaches shall be constructed at Stations 41+79 Rt. and 51+00
Rt. on the alignment and grades shown on the plans. The quantities for
the various items utilized in the construction of the road approaches
are included in the total quantities shown in the proposal unless
otherwise shown.
ASPHALT POR TACK COAT
The asphalt for tack coat shall be an emulsified asphalt. applied at
the rate of 0.05 gallon per square yard residual.
ASPHALT CONCRETE PAVEMENT ASPHALT CONTENT
November 2. 1981
Asphal t content of the mixture shall be determJned by a mix design
submitted to the Engineer for approval.
SURPACE SMOOTHNESS POR ASPHALT CONCRETE PAVEMENT
November 2, 1981
Construction RequJrements
The second sentence of Section 5-04.3(13) is revised to provide that
the completed surface shall not vary more than 1/4 inch from the lower
edge of a 10 foot straightedge placed on the surface parallel to the
centerline.
PEATHERING ASPHALT CONCRETE PAVEMENT
November 2. 1981
Construct Jon Requirements
Where deSignated by the Engineer. the Contractor shall feather the
asphalt concrete pavement overlay In a manner to produce a smooth riding
55
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35 The unit contract price per square yard for "Pavement Repair Excavation.
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connection to the existing pavement.
2
3
4
5
6
Asphalt concrete pavement Class B. utilized in the construction of the
feathered connections to existing pavement. shall be modified by
eliminating the coarse aggregate from the mix at the Contractor's plant
or the commercial source from which the Contractor obtains the mix or
by raking the joint on the roadway, to the satisfaction of the Engineer.
7
Payment
8
9
10
All costs and expenses in connection with providing , placing. and
feathering the asphalt concrete pavement shall be included in the unit
contract price per ton for "Asphalt Concrete Pavement Class B".
"
11
PAVEMENT REPAIR EXCAVATION INCLUDING HAUL
12
13
14
The Contractor shall excavate various areas in the existing roadway in
accordance with the details and quantities shown in the Plans and as
staked by the Engineer.
15
16
The actual excavation depth will vary depending upon where stable
foundation material is encountered, as determined by the Engineer.
Construction Requirements
The perimeter of the areas to be excavated shall be saw cut.
17
18
19 The Contractor shall excavate only within one lane at a time. Within
20 the same day's working shift, the areas shall be excavated. backfilled
21 and compacted in accordance with the details shown in the Plans and to
22 the satisfaction of the Engineer.
23
24
Excavated materials shall become the "property of the Contractor for
disposal off of the Count's right of w~y.
Backfilling of excavated areas shall be as specified under "ASPHALT
CONCRETE FOR PAVEMENT REPAIR" elsewhere in these Special Provisions.
25
26
27 The Contractor shall protect the pavement areas not designated to be
28 removed. Pavement not designated to be removed but damaged as a result
29 of the Contractor's operations shall be repaired at the Contractor's
30 expense to the satisfaction of the Engineer.
31
Measurement
,
Pavement repair excavation will be measured by the square yard in place!
prior to excavation.
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including Haul" shall be full pay for all costs involved in saw cutting.
excavating the designated areas and disposing of the materials.
ASPHALT CONCRETE FOR PAVEMENT REPAIR
This work shall consist of furnishing and placing asphalt concrete class
B. including paving asphalt as backfill for pavement repair areas in
accordance with the details shown in the Plans, these Special
Provisions, and Section 5-04.
Construction Requirements
Placement of the asphalt concrete shall be accomplished in lifts. Each
lift shall not exceed 0.35 foot compacted depth. Compaction shall be
accomplished by mechanical tamper as approved by the Engineer.
As specified under PAVEMENT REPAIR EXCAVATION INCLUDING HAUL elsewhere
in these Special Provisions, asphalt concrete class B utilized as
backfill material shall be placed and compacted within the same day's
working shift as the excavation.
Measurement and Payment
Asphalt Concrete for Pavement Repair Class B. will be measured by the
ton with no deduction being made for the weight of the paving asphalt
or any other component of the mixture.
The unit contract prices per ton for "Asphalt Concrete for' Pavement
Repair Class B" shall be full compensation for furnishing all labor.
equipment. tools ~nd materials. inclUding the cost involved with the
furnishing of recycling agent, if any, and the furnishing of paving
asphalt. necessary to produce and place the asphalt concrete ,pavement
as specified.
ASPHALT CONCRETE APPROACH
This work shall consist of furnishing and placing asphalt concrete class
B, including paving asphalt. in accordance with the details shown in the
Plans, these Special Provisions, and Section 5-04 of the Standard
Specifications.
Construction Requirements
Placement of the asphalt shall be in accordance with the dimensions and
grades shown on the plans or staked by the engineer. Compaction shal be
acomplished in accordance with section 5-04.3(10) of the Standard
Specifications.
Measurement and Payment
57
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Asphalt Concrete Approach Class B. will be measured by the ton with no
deduction being made for the weight of the paving asphalt or any other
component of the mixture.
4
5
6
7
8
The unit contract prices per ton for "Asphalt Concrete Approach Class
B" shall be full compensation for furnishing all labor, equipment, tools
and materials, including the cost involved with the furnishing of
recycling agent. if any, and the furnishing of paving asphalt, necessary
to produce and place the asphalt concrete pavement as specified.
9
CUTTING OF EXISTING ASPHALT CONCRETE PAVEMENT
10
11
12
Cutting of existing asphalt concrete pavement shall be done as set forth
in the plans and specifications in such a manner as to leave a clean.
square. uniform surface.
13
14
15
16
17
used in cutting
to and included
Removal" and
shall be full
18
19
Payment for all tools, equipment. labor, and materials
existing asphalt concrete pavement shall be incidental
in the contract unit pr ices for II Asphal t Pavement
Pavement Repair Excavation, including Haul" and
compensation for the work specified.
Pavement removed under this contract may be hauled to the waste site or
recycled at the Contractors discretion.
20 SHOULDER FINISHING
21 Where designated by the Engineer. following placement of the asphalt
22 concrete pavement overlay. the Contractor shall place crushed surfacing'
23 top course against the vertical edge of the new pavement as shown in the'
24 Plans. to the satisfaction of the Engineer. r
25
26
27
28
29
Water shall be provided as required by the Engineer to insure adequate
compaction.
Following placement of the crushed surfacing
shoulders shall be cleaned of all dirt and
satisfaction of the Engineer.
i
top course. the paved
other debris to the
30
31
i
Measurement and payment for the bid items specified will be in
accordance with Sections 2-07 and 4-04 of the Standard Specifications.
I
The Unit contract prices per M Gallon for "Water" and per ton fori
"Crushed Surfacing Top Course" shall be tull compensation for furnishing
all equipment. tools. labor, and materials necessary to complete thel
work as specified.
o
32
33
34
35
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36
SHAPING OF SLOPES AND DISTURBED AREAS
Ii
shall
II
37
The slopes of all cuts, embankments. and otherwise disturbed areas
58
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be shaped to blend into the surrounding natural ground.
NO ENCROACHMENT AREA
The No Encroachment Area shown on the plans shall not be cleared,
excavated. trenched for utilities, or disturbed in any manner
whatsoever. The No Encroachment Area is provided to protect the existing
drain field shown in its approximate position on the plans.
The Contractor shall assume full responsibility for the repair,
reconstruction or relocation or any other remedial work required to
restore the existing drain field, at no cost to the County or the owner
of the drain field, should he or any sub~contractor work with in the No
Encroachment Area.
ROADSIDE SEBDING
Description
Where shown in the Plans or where designated by the Engineer, the
Contractor shall perform roadside seeding operations.
Construction Requirements
Section 8-01.3(4)A is supplemented by the following:
Seed
Grass seed. of the fOllowing composition. proportion, and quality
shall be applied at the rate of 80 pounds per acre on all areas
requiring roadside seeding within the project:
Kind and Variety of ~ By Minimum _ Minimum ~
Seed in mixture Weiaht Pure Seed Germination
Colonial Bentgrass 10 9.8 85
Red Fescue 40 39.20 90
Perennial Rye 40 39.20 90
White Dutch Clover 10 9.8 90
Weed Seed 0.5 (max)
Inert and Other Crop 1.5 (max)
--------------
TOTAL 100,00 -
Section 8-01.3(4)B is supplemented by the following:
59
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Fertilizer
2
3
The Contractor shall apply sufficient quantities of fertilizer to
supply the following amounts of nutrients:
Total Nitrogen as N - 135 pounds per acre.
Available Phosphoric Acid as P205 - 60 pounds per acre.
Soluble Potash as K20 - 60 pounds per acre.
Ninety-five pounds of nitrogen applied per acre shall be derivec
from ureaform or ureaformaldehyde. The remainder may be derive~
from any source.
4
5
6
7
8
9
10
11
The fertilizer formulation and application rate shall be approvec
by the Engineer before use.
12
Section 8-01.3(5) is supplemented by the following:
Mulch
Wood cellulose fiber mulch shall be applied at a rate of 200C
pounds per acre.
13
14
15
16 REMOVING LANE MARKER
17 Description
18 The following lane markers shall be removed and disposed of in
19 accordance with Section 2-02:
20
21
22
23
24
25
Approximately 1.77 Hundred Lane Markers Oak Bay Road.
Approximately 0.88 Hundred Lane Markers Flagler Road.
Payment
The unit contract price for "Remov.1ng Lane Marker" shall be tull
tor all labor, materials, tools. and equipment necessary to remove
disposed of the items specified.
i
pay'
and
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26
TEMPORARY STRIPING
This work shall consist ot turnishing, installing. and removing' pavementl
markings in construction work zones in accordance with this provision
and in reasonably close conformity with the dimensions and lines shown
in the plans or established by the Engineer. I
27
28
29
30
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The pressure sensitive reflective tape shall be reinforced foil or
polymeric and shall be capable of being removed intact without the use
of heat. solvents. grinding. or blasting. Upon removal there shall be
no permanent stain on the pavement.
The removable pavement markings shall be applied to clean. dry surfaces
in accordance with the manufacturer's recommendations.
The pavement markings shall be maintained and replaced by the Contractor
without additional compensation until they are no longer required, and
removal is requested by the Engineer.
Removable edge stripe and center stripe will be measured by the lineal
foot.
The unit contract prices per lineal foot for "Temporary Stripping" and
"Removing Temporary Stripping" shall be full compensation for furnishing
all labor, material. equipment. and tools necessary to place and remove
temporary stripping to complete the work as specified.
PLASTIC DRAINAGE MARKING
Description
The Contractor shall furnish and install plastic pavement markings upon
the finished shoulder surface to indicate the location of the cross
culvert within the project.
Materials
The plastic marking shall
plastic pavement marking.
be selected from approved
PAVEMENT MARKING.
consist of a 4 inch by 12 inch strip of
The material used to form the marking shall
materials listed in the Special Provision
Construction Requirements
Installation of the drainage markings shall be in accordance with
Sections 8-22.3(2) and 8-22.3(6). Each marking shall be placed just
outside the pavement edge stripe. with the 12 inch length placed
parallel to the axis of the drainage pipe.
There are two drainage markings throughout the project.
Payment
The unit contract prices per each for "Plastic Drainage Marking" shall
be full compensation for furnishing all labor, tools, materials, and
equipment necessary to complete the work as specified.
61
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2
FLEXIBLE GUIDE POSTS
April 25, 1988
3
Description
4
5
6
7
8
9
Where shown in the Plans or where designated by the Engineer, the
Contractor shall install guide posts in accordance with the contract
documents. In addition to these requirements. all posts must be
installed according to the manufacturer's recommended method of
installation to the manufacturer's recommended burial depth but not less
than 18 inches.
10
Materials
11
12
13
All guide posts shall be a minimum of 72 inches in length. ~However.
the final lengths shall be determined or verified by the Engineer at
the request of the Contractor.
The color of the post shall be white or brown as shown in the Plans.
Reflective sheeting shall be one of the following pre-approved products:
14
15
16
17
18
1. 3M 3810 Flexible High Intensity
2. Reflexite PC 1000
3. Dura-Brite
19
20
All flexible guide posts used on this project shall be one of the;
following:
21
22
23
Carsonite - Manufactured by Carsonite Intl., Carson City,
Nevada, CRM-375 Carsoni te Roadmarker with fiberglass barb,
anchor.
1.
24
25
Carson - Manufactured by Carson Manufacturing Co.. Sausalito.
California, Flextron I Beam with fiberglass barb anchor.
Safe-Hi t - Manufactured by Safe-Hit Corporation, Hayward.
California, SH2..GPR Flattened Guide Post with self-locking
Clip. or SH2..GP3 Flattened Guidc Post with 18 inch reusable
anchor.
2.
26
27
28
29
3.
30
31
32
33
.. A two-digit number. which is the length above the anchor in'
inches required to meet the field conditions.
I
All flexible guide posts shall have a permanent mark identifying thel
manufacturer's recommended burial depth.
Flexible guide posts. other than those listed above, will not bel
accepted for use on this project.
34
35
36
Measurement and Payment
Measurement and payment for furnishing and installing the guide
II
posts.
II
37
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as specified, shall be in accordance with Sections 8-10.4 and 8-10.5.
ILLUMINATION, TRAFFIC SIGNAL SYSTEMS, AND ELECTRICAL
Materials
In addition to the requirements of Section 8-02.2, the following shall
apply:
One 70 watt. one 100 watt. one 150 watt, one 175 watt, one 200
watt. one 250 watt, one 310 watt, one 400 watt, one 700 watt, and
one 1000 watt. luminaire, if employed in this contract. of the
exact type called for, complete with lamps, shall be submitted for
approval. After approval, the sample luminaire(s) will be returned
to the Contractor. In the event of luminaire component failure
during testing. the state will return to the Contractor without
obligation the malfunctioning components. It shall then be the
responsibility of the Contractor to submit for approval additional
sample components.
High-Pressure Sodium Vapor Lamps
High-pressure sodium vapor lamps for this project shall have a
24.000 hour rated life and be of the following listed wattage:
Use
Highway Lighting
Watts
310
Equipment list and drawings
The last paragraph of Section 8-20.2(1) is replaced by the
following:
The Contractor will not be required to submit shop drawings
for lighting standards conforming to the pre-approved plans
listed in this contract. Pole base to light source distances
(Hl) for lighting standards with pre-approved plans will be
determined or verified by the Engineer at the request of the
Contractor prior to fabrication.
Light source to pole base distances (81) for lighting
standards without pre-approved plans and for combination
traffic signal and lighting standards will be furnished by
the Engineer as part of the final approved shop drawings prior
to fabrication.
If traffic signal standards. strain pole standards, or
combination traffic signal and lighting standards are
proposed. final verified dimensions inclUding pole base to
signal mast arm connection point. pole base to light source
distances (Hl). mast arm length. offset distances to mast arm
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3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
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Wiring
mounted appurtenances, and orientations of pole
appurtenances will be furnished by the Engineer as part
the final approved shop drawings prior to fabrication.
Illumination circuit
Section 9-29.12(1).
use in this project.
splices shall be epoxy type as noted ir.
Heat shrink splices will not be allowed for
Service
Electrical service will be at 120/240 volts. 60 Hz AC where and as
noted in the plans.
.,.
Illumination Systems(s)
Light Standards with Type 1 Luminaire Arms
Lighting standards for use on this project shall be fabricatec, I
in conformance with the methods and materials specified in
Standard Plans J-1. J-la. and J-lb, or the pre-approved plans
listed below, provided the fOllowing requirements have bee~ !
satisfied: '
(a) Mounting heights shall be as specified in the Plans.!
I I
(b) Light source to pole base distances (Hl) shall be
determined or verified by the Engineer prior tq
fabrication. Fabrication tolerance shall be + ~
inches. - i
(c)
(d)
(e)
Pre-Approved Plans
Mount.ina Hat.
Fabricator
Drawing No. 7103~-F7-R2
Union Metal
Manufacturing Co.
40'
Drawing No. 7103~-F6-R2 Union Metal
Manufacturing Co.
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manufactured by Seibulite of America, Inc., 3136 East Victoria
Street. Rancho Dominguez. California, 90221.
**
5.
Cata-tile pliant polymer pavement marking material. 60 mil
thickness. coated with pressure sensitive adhesive,
manufactured by Ferro Corporation, Cataphote Division, P.O.
Box 2369. Jackson, Mississippi, 39225-2369.
6. Pave-Mark Hydrocarbon formulation. 125 mil thickness. hot
extruded thermoplastic, manufactured by Pave-Mark Corporation,
1855 Plymouth Road N.W., P.O. Box 94108, Atlanta, Georgia.
30318.
7. Pave-Mark Alkyd formulation. 125 mil thickness. hot, extruded
thermoplastic. manufactured by Pave-Mark Corporation, 1855
Plymouth Road N.W., P.O. Box 94108. Atlanta. Georgia, 30318.
8. Lafrentz brand, 125 mil thickness, hot extruded thermoplastic
manufactured by Lafrentz Road Services Ltd. Edmonton, Alberta,
Canada T6E4N7.
*
9.
Catatherm ABITOL formulation, 125-mil thickness, hot extruded
thermoplastic manufactured by Ferro Corporation, Cataphote
Division, P.O. Box 2369. Jackson. Mississippi 39205.
*
10.
Cleanosol IT formulation,
thermoplastic manufactured
Kristianstad. Sweden.
126-mi 1 thickness, hot extruded
by Swedish A.B. Cleanosol.
11. M.L.E. Code #R200/80 formulation. 125-mil thickness. hot
extruded thermoplastic manufactured by M.L.E. Industries Ltd..
Calgary. Alberta. Canada T2CIN6.
12. Norline Thermoplastic marking material, 125 mil thickness.
hot extruded thermoplastic. manufactured by Norris Paint
Company. 1675 Commercial Street. N.E., P.O. Box 2023. Salem.
Oregon. 97303.
*
Restricted to installation in Western Washington unless acceptable
service performance can be demonstrated to the State Materials
Engineer.
Not approved for use on bituminous surface treatment.
**
STANDARD PLANS
December 12. 1988
The State of Washington Standard Plans for Road, Bridge and Municipal
Construct inn transmitted under Publications Transmittal No. 80-34,
dated Hay 30. 1980. and as revised under Publications Transmittal No.
67
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1 of yield.
2 The second application of paint shall be applied at a rate of not
3 more than 120 square feet per gallon (approximately 15 mils wet
4 thickness). This rate is effectively 15 gallons of paint per mile
5 of SOLID 4 inch wide line. which will be the basis of measurement
6 of yield.
7 Each application of paint shall include glass spheres as specified i~
8 Section 8-22.3(4).
9 Allowable tolerances for each application of paint shall be as specified
10 in Section 8-22.3(5).
11 Measurement
12 Measurement w~l be as specified in Section 8-22.4 for paint stripe ana
13 painted gore stripe. Measurement will be made only once and shall
14 include both applications.
15 Payment
16 The unit Contract price per linear foot for "Special Paint Stripe" ana
17 "Special Painted Gore Stripe" shall be full pay to complete both
18 applications as specified.
19 PAVEMENT MARKING
20 Auqust 17.1987
21 Materials
22 In accordance with section 8-22.2 the plastic material used to form'
23 pavement markings shall be one of the following:
24
25
26
27
28
29
30
31
*.
3M STAMARK brand pliant polymer pavement marking film. 60-mill'
thickness, coated with pressure-sensitive adhesive ':
manufactured by 3M Company. 3M Center. St. Paul. Minnesota
55101.
1.
*.
2.
i!
prismo brand thermoplastic pavement marking material. 60 mili
thickness (HT60), coated with pressure sensitive adhesive.
manufactured by prismo Universal Corporation, 300 Lanidex1'1
Plaza. Parsippany, N.J. 07054. ;
32
33
34
35
**
3.
prismo brand thermoplastic pavement marking material, 90 mill!
thickness (HT90). coated with pressure sensitive adhesive. i
manufactured by Prismo Universal Corporation, 300 Lanidex
Plaza. Parsippany, N.3. 07054.
36
37
**
Seibulite MM pliant polymer pavement marking material. 60 mill I
thickness. coated with pressure sensitive adhesive.
II
4.
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Drawing No. DB00013-RB
Valmont Ind.Inc30'. 40' & 50'
Drawing No. 3595-E
Ameron Pole
Prod. Div.
25'.30',35'.
40', 45', & 50'
Drawing No. NWS 2253
Identification For Liqht Standards
In addition to the metal identification tag required in Section 8-
20.3(13)A, all new light standards shall be numbered for
identification in accordance with the Plans by utilizing painted
3 inch series "C" letters and numbers installed 3 feet above the
concrete base facing the travelled way.
Northwest Signal30' , 40'. &50'
Voltage number shall be painted 1-1/2 inch series "C" and shall be
installed on the opposite side of the pole from the travelled way.
except that on structures the voltage number shall be installed on
the down traffic side of the pole.
Paint for letters and numbers shall be black enamel alkyd gloss
meeting the requirements of Federal specification TT-E-489.
Payment
The lump sum contract prices for the bid items listed below shall be
full pay to construct and install the complete and operable illumination
system in accordance with the attached Plans. these Special Provioions
and the Standard Specifications.
Payment will be at the Lump Sum Contract Price for:
"Illumination System"
SPECIAL PAINT STRIPE - SPECIA~ PAINTED GORE STRIPE
Construction requirements
Installation of painted pavement markings shall be in accordance with
Section 8-22 as supplemented by the following:
Two applications of paint will be required on all painted pavement
markings. A minimum of 24 hours shall elapse between the first and
second applications unless otherwise designated by the Engineer.
Section a-22.3(3) is revised to read as follows:
The first application of paint shall be applied at a rate of not
more than 160 square feet per gallon (approximately 10 mils wet
thickness). This rate is effectively 10 gallons of paint per mile
of SOLID 4 inch wide line. which will be the basis ot measurement
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81-17 dated March 31. 1981, transmittal No. 82-34 dated June. 1982,
transmittal No. 82-58 dated December, 1982. transmittal No. 83-80 date~
October. 1983, transmittal No. 83-88 dated November, 1983, transmittal
No. 84-015 dated June, 1984, transmittal No. 85-005 dated March, 1985,
transmittal No. 86-001 dated January. 1986, transmittal No. 87-28 dated
July, 1987. transmittal No. 87-067 dated December, 1987, transmittal No.
88-035 dated June, 1988, and transmittal No. 88-059 dated November.
1988, is made a part of this contract. In case of discrepancies, Plans
shall govern over Standard Plans. Standard Plans shall be considered the
same as Plans as set forth in Section 1-04.2.
11
The Standard Plans are revised as follows:
12
13
14
15
16
17
18
19
20
21
22
23
B-7
The Standard Plan provides that flared end sections fo~ 12 inch
through 24 inch diameter pipe with annular corrugations are to be
attached to the pipe with a threaded rod and connector lug. As ar.
alternate for flared end sections of steel the attachment may be
made with a 1 inch wide strap of 12 gage galvanized steel fastenec
with a 1/2 inch diameter galvanized bolt 6 inches in lengtl:
furnished with one squarehead nut. The length of the strap shall
permit sufficient bolt take-up to provide a tight connection. All
material necessary for the connection of the flared end section tc
the corrugated pipe shall be supplied by the manufacturer of thE
flared end section.
24
25
26
27
F-l
The detail EXTRUDED CEMENT CONCRETE CURB is revised to show the
10 '. space to be between the cut/sawed joints. Also, delete thE'
word max.
28
29
G-4a
~POST SELECTION TABLE is revised as follows:
30
31
The notch depth and hole diameter for 6" x 10", 8" x 10", and
8" x 12" post sizes are deleted.
The note under the "POST DETAIL" is revised to read:
32
33
34
35
Typical for 4" x 6", 6" x 6". and 6" x 8" posts. Holes and
notch are not required for any 4" x 4" installations or foi
any single post 4" x 6" installation.
!
All posts that are larger than 6" x 8" shall be placed behinCl
guardrail or barrier. unless they are located outside of the
clear zone.
36
37
38
39
The SIGN INSTALLATION ANGLE detail is deleted.
40
41
42
H-3
The plan title is changed to RAISED PAVEMENT MARKERS.
on the plan sheet saying "lane markers" is changed
Ii
All wordind
to "raised
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The plans tit le is changed to RAISED PAVEMENT MARKING DETAILS.
All wording on the plan sheets saying "lane markers" is changed to
"raised pavement markers".
J-lb
The note on the foundation detail referencing J-9a is changed to
read:
See Standard Plan J-le.
The following are Standard Plan numbers and their date of last revision
applicable at the time this project was advertised:
~....-......un;_ ..-........
A-l
A-I
A-2
A-2
A-2
12/29/86
2/19/88
8/17/88
8/14/87
8/17/88
12/01/86
12/01/86
9/14/87
9/29/87
9/29/87
1/05/87
1/30/87
12/08/86
9/19/83
12/12/83
3/19/84
1/25/80
9/07/84
9/07/84
9/19/83
9/19/83
7/12/84
11/26/79
11/26/79
11/26/79
11/26/79
11/26/79
9/04/87
8/12/88
3/12/84
3/29/82
8/12/88
1/25/80
1/25/80
1/25/80
B-1
B-la
B-lb
B-le
B-lf
B-lh
B-lj
B-lz
B-2
B-2a
B-2b
B-4
B-4b
B-4c
B-4f
B-4g
B-4h
B-5
B-5a
B-6
B-6a
B-6b
B-7
B-7a
B-8
B'-8a
B-9
B-I0
B-11
B-12
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C-3
C-4
C-4a
C-5
C-6
C-6
C-6a
C-6b
C-6c
C-6d
C-6e
C-6e
C-6e
C-7
C-8
C-8a
C-8b
C-8c
C-8d
C-8d
D-2d
D-'2e
D-2f
D-2g
D-3
D-4
D-5
D-5a
D-6
D-6
D-7
D-7a
D-8
D-9
D-9
4/28/88
9/11/87
4/04/88
2/13/87
12/23/86
12/23/86
1/21/85
1/21/85
4/26/88
12/23/86
4/04/88
4/04/88
4/04/88
6/12/87
10/28/87
4/11/86
8/15/85
6/04/85
1/04/88
1/04/88
2/13/81
2/13/81
2/13/81
2/13/81
1/25/80
5/23/83
8/24/79
12/21/84
8/25/88
8/25/88
1/04/80
1/04/80
1/04/80
2/05/88
2/05/88
69
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H-5a
H-5b
H-5c
H-6
H-7
H-7a
H-8
H-9
H-I0
H-11
H-12
H-12
H-12
6/28/85
6/28/85
7/17/81
7/17/81
5/07/85
11/28/83
11/26/79
2/22/82
4/22/88
9/19/83
1/30/87
1/30/87
1/30/87
1-1 11/26/79
I-la 11/26/79
1-2 2/04/82
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J-l
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.:1-3t
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6/30/88
6/30/88
2/13/81
6/30/88
6/30/88
6/30/88
7/24/87
5/10/82
7/17/81
11/07/75
11/07/75
2/04/82
6/19/87
6/19/87
7/17/81
2/22/82
2/22/82
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uC' 5 B-14 12/02/85 E-4 8/07/86 J-7d 7/31/87
en wI 6 B-15 7/24/87 E-4a 12/22/87 J-8a 9/15/87
-'I- 7 B-17 11/26/79 E-5 1/25/80 J-9a 4/24/86
enu. 8 8-18 3/19/84 J-I0 3/07/88
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u.<I: 11 B-18cl/28/85 F-2a 11/26/79 K-l 2/06/87
en::l 12 B-19 10/03/83 F-2b 11/26/79 K-2 2/06/87
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;::0 15 B-20b9/06/83 F-6 3/03/88 K-5 2/06/87
Z 1-' 16 B-20c9/06/83 K-6 2/06/87
~~! 17 B-20d9/19/83 G-l 10/17/83 K-7 2/06/87
a~ 18 B-20f4/15/88 G-2 9/06/83 K-8 2/06/87
g ;;\ 19 B-21 12/04/85 G-2 9/06/83 K-9 2/06/87
Ww 20 B-22 9/19/83 G-2a 12/21/73 K-I0 2/06/87
:I:u, 21 B-23a12/22/86 G-2b 6/20/86 K-11 2/06/87
~ i3i 22 B-23b12/22/86 G-3 11/26/79 K-12 2/06/87
..Z/ 23 B-23c12/22/86 G-3a 11/26/79 K-13 2/06/87
wen 24 B-23d9/23/86 G-4a 7/17/81 K-14 7/17/81
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Ok! 26 B-26 12/08/86 G-6a 8/31/73 K-16 2/06/87
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27 G-7 4/04/88 K-17 2/06/87
28 C-l 9/09/88 G-8 3/30/88 K-18 2/06/87
29 C-l 10/28/87 G-8 1/28/85 K-19 2/06/87 Ii
30 C-1a 5/05/88 G-8a 10/18/85 K-20 2/06/87
31 C-1b 1/21/85 G-8a 10/18/85 K-21 2/06/87
32 C-lc 9/04/87 G-8a 10/18/85
33 C-ld 5/09/88 G-9 1/30/87 L-l 1/21/85
34 C-2 1/21/85 G-9 1/30/87 L-2 1/21/85
,r 35 C-2a 3/27/87 G-9 1/30/87 L-3 1/21/85
36 C-2b 1/21/85 L-4 1/21/85
37 C-2c 1/21/85 H-l 5/17/85 L-5 1/21/85
0 38 C-2d 1/21/85 H-3 3/06/87 L-5a 9/02/86
39 C-2e 1/21/85 H-3a 2/24/88 L-G 1/21/85 I
40 C-2f 5/26/88 H-3a 2/24/88
41 C-2h 5/02/88 H-4a 12/28/84
42 H-5 6/28185
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APPEND'X /V-3.2
REQUIRED CONTRACT PROVISIONS
FEDERAL.AID CONSTRUCTION CONTRACTS
(Excluslvs of Apps'.chlsn Contrscts)
''''
I. General ....... .... ... ........... .,.......... I
II. Nondiscrimination ............................ I
111. Nonselr~I'led Facilities ....................... 2
IV. Payment or Prcdctcnnincd Minimum Waae ...... 3
V. Slatemenu and Payrolls ....................... ,
VI. Record of Materiab, SUPPUC'S. and Labor ....... 6
VII. Sublcltina or Aui.nin.lhc Contract ............ 6
VIII. Safety: Accidcltl Prnention ................... 6
lX. False Statements Concc.mina Hilhway ProjectS .. 7
X. Implementation of Clean Air Act and Federal
Waler Pollution Connol Act ................... 7
I. GENERAL
1. These cannlc1 provisions shall apply to all work
pcrronned on the contract by the contractor's own or.anization
and wilh lhe assisl&nce of workers under the conlractor'.
Immediate superintendence and to all work performed on the
contrael by piecework, Ilalion work, or by subcontract.
2. Except U olhe-rwise provided for in each Jedion, the
conuactor shall buen in ach subcontract aU or lhe stipulations
eonlained in these Required Conulc:t Provisions, and funher
require lheir inclwion in any lower tier subcontract or purchase
order lhal may in turn be made. The Required Contrac:t
Provisions shalJ nOI be incorporaled by reference in any case.
The prime conUlctor shall be responsible for compliance by
any subconuaclor or lower der subconulClor .hh these
aequlr("d Connlcl Provisions.
3. It. breach or any 01 the stipulalions conlained in Ihese
Required ConuaC1 Provisions shall be suffidenl .rounds for
ttrmlnarion of the contrlCI.
4, A brelch of the foUowin, clauses of the Required Contrlc:!
Provisions may also be .rounds for debannenl as provided in
29 CFR 5,12:
Sf-ctlon I, parllrlph 2;
5<<:tion IV. pllllrlphs I. 2. 3. ..Ind 7;
5<<:lIon V. plrllrlph. I and :za throulh 2"
!. Dh.pul~ "risinl aul or Ihe Ilbor ,undard, provisions of
Soc:llon IV (excepl parllraph 5) and Soc:llon V ("''''p' pl1.....ph
3) of these Required Conlllc:! Provl.lon. Ihlll nOI be .ubject
to the leneral disputes clause of this contrlct. Such disputes
Ihall be molved In Iceordlnce wl,h .he procedure. of 'h. U.S,
Depl1lm.n, of Labor (DOL) 51 ... fonh in Z9 CFR Pan. 5.
6, and 7. Dbputtl wilhln .he mean In. of this claule include
dispuln bt1wecn Ihe conlraClor (or any of iusubconulcton)
and Ihe cORtfulln. Ilency, Ihe DOL. or the conu.Clof'.
employ"s or their representatives.
6, Cortln.ltloD of E1lllbUl!)': By mICrinllnlo thh conlrl".
the conlrl(10r cenine, AI follows:
.. Neither the contrlctor nor any perlon or nrm who hu
an Inlr'fellln Ihe conulC1or's "rm II Inelillblr 10 bt aWlrded
Oovernm.nl <on\rlel' by vlnu. of Seclion J(ll of the D..Is.
Bleon loCI or 29 CFR 5,ll(I)(I),
rorm Ft.""... 12'71-''',,",0111 tdllln"' III ob\OI",
CII" 161'1 ....aWlIl'
J~
-
b. No pan of this conlrlctshall be subcontracted to any
person or rum ineliaiblc ror awud of a Govemmenl conuact
by vinue of Section 3(1) or the D....is..Bacon ACI or 29 CFR
5.12(1)(1).
c. The penallY for makina false slatements is prescribed
III the U.S, Criminal Code. 18 U.S,C. 1001.
II. NONDISCRIMINATION
(AppUcable to Fedcral.a.id construction contracts and relaled
IUbconuaCU and purchase orders exceedina 510,000.)
I. SdK'doa of Labor: Durinl the perronnance or this
conlract, the contractor shall nOI:
.. discriminate .,&inn labor rrom any other Stile.
possession. or territory 01 the Uniled Slates. or
b. employ convict labor for any purpose within the limiu
of the project unless il is Ilbor performed by convicls who arc
on parole. supervised release, or probllion.
2. Emplo)lDeal .,.~t1ees:
a, The Equal Employment OpponunilY A(firmllive
AClion NOlice .., forth in .1 CFR 60-4,2 and the Equal
Employment Opportuniry ConsU'Uction Conlraa Specificauons
let fonh in 41 CFR 60-4.3 arc incorporlled by rderence in this
contraC1.
b, R....llllon.1 CFR 6G-4.2 ,equires,oals and timClables
for minority and female panicipllion expressed In percenllae
terms for the conlraC10r', II.relate work force in each trade
on all consuuC1ion work in Ihe covered arel. The laals. for this
connlct arc slaled elsewhere in Ihe biddinl documenls ."d in
the connruction conuaCI.
c. Relutalion 41 CFR 60-4.3 provides specific affirmative
action slandards the conlraC1or shaU implement 10 ensure equal
cmploymenl opponunilY in Ichlcvin. Ihe mlnorilY and femlle
particlplllon loal. ..t fonh in Pl1llrlph 2b of ,hi. Section.
3, Equal Opportuol!)' CIaUIC: Durin, the performance of this
conUIC1, the conlractor a.rees u follows:
.. 'the conlra~or will DOl dis.crimlnalc a.aJnn any
employee or applicant ror employmenl because of race, color,
RUllon, IIX, or nalional ori&in. The conlrlclor will lake
elnrmalive action 10 ensure Ihll appliclnu ue employed and
tha' employees are Ire_led durin, cmploymenl wilhout rc.ard
to Iheir race, co1ar, reHa.lon,II", or naLlonaJ ori.in. Such action
IhaJl includc, bUI nOI be limited la, the follawina: employment,
uPlndlnl, dematlon or u&n"rerj recrultmenl or recrullmenl
advertising: II)lorrs or lennlnlllonj rales of PlY or other forms
or campensltlon; and, Itleclion for uaJnlna. includlnl
Ipprenlicnhlp. The conlrlClor a,rees 10 pon in conspicuous
pllce" Ivallable 10 emplOYees and applicants for employmen1,
DOllces 10 be provided by the SIll< hl,hwlY II,ncy (SHA)
lelllnl forlh the provisions or this nondbcr'mlnllfon clausc.
b. Th' conlrlClor will, In aU soUchltions or .dv,rtlsemenu
ror employee I pllcrd by or on behalr of the conlrlClOr f Itllc
.hll all qUlllficd IppllclnlS will ."",Iv, eonllderallon for
employmenl wilhoul regild 10 rice, color, nlllrOn, IU, or
n.tlonal ori,ln,
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APPENDIX (v.3-2
c. The contractor will 5Cnd to each labor union or
representative of worken with which the (;Ontractor has .
collective bar..joins I.reement or other conuact or
undeulandin.a notice to be provided by the SHA advisinl the
sa.id labor union or workers. represcntative of the contractor's
commitments under this Section II. parqraph 3.
d. The contractor will comply with all provisions of
Executive Order 112A6. Equal Employment Opponunity, dated
September 24. 1965, and of the rules, rCaUI.lions (.1 CFR Pan
60). and felevant orders of the SeeTetar)' of Labor.
C'. The contractor will furnish aU information and rcpons
required by E~ccutiYC Order 112.46 and by rules. rcaulations.
and orders of the $tactar)' of Labor. pursuant therelo, and
will permit access to its boob. records, and accounts by the
Federal Hilhway Adminisualian (FHW A) and the Secretary
of Labor far purposes of inve5ti,atian to asccna.in compliance
with such rules. Raulations. and orders.
r. In the event of the contractor's noncompliance with the
nondiscrimination clauses of this Section II, puaaraph 3, or
with any of the said rules. reaulations. or orden. this contract
ma)' be canceled, terminated, or luspended in whole or in pan.
The contractor may be dedared inelilible for lunher
Government contracts or federally-assisted conslruction
contracts in accorcbnoc with proccclwcs luthorized in Execu.tin
Order 11246 and such olhcr lanctions as may be impos.cd and
remedies invokcd as provided in E,,~cutiYC Ordcr I 12A6 or by
rule. rcaulation, or order of the Secretary of Labor. or as
otherwise provided b)' law.
I. The contrlC1or will include the provisions of this Section
U. paraaraph 3.1n every subcontract or purchase order 10 that
luch provisiOns will be bindin. upon each subcontractor or
wendar. unless exempled by rules. relulations. or orders of the
Secretary of Labor issued pursuant to Section 2:OC or Executive
Order 11246. The contractor will take luch action with respect
ta any subcontraC1 or purchase order IS the SHA or the fHWA
may direct as a means of cnforelna such provisions. lncludin.
AJ1ctions for noncompliance. In the evenl I contractor becomes
I party to Uliaalion by I subcontraccor or vendor as a result
of such direction. the conlraclor may request the- SHA to enler
Into such Uliaatlon to proltCI the interen of the- Stile. In
addition. the conlfactor may requeslthe Uniled States to enter
Into such Iiti.ation to protect the Inlerests or the Uniled Stales.
4. &tlrC'OoR of Subcontneton, Procurement of Mattnals,
.nd Loulna 01 Equlpm'DI:
I. The conlfactor shin not distrlminale on the Irounds
of race. color. ac..., or nalionll ori.ln in Ihe lelectlon and
"tenlion of lubcontraclors.lncludlnl procurement or malcriaJs
and leases or equipment. In all IOliellalions made by the
contr.:lttor each polentlal ,ubcontractor or lupplier .hAlI be
nollried by the contrlctor of the contractor's obli.alions under
this conlraCI relative to nondiscrimination on the Irounds of
race. color, Ie.... or nltlonal ori,ln.
b. In the event of Ihe conlfactor's noncompllan<< with the
nondhcrimlnalion provisions or this Section II. plrllraph ..,
thi, eon Ifact ma)' bt- subjecl to unctions Includlna bUI nOI
limlled to the withholdinl or paymenu to the conlractor under
.hc contrael unlll the contractor complies and/ar taneellltion.
lerminatlon. or suspen,lon of tht connaclln wholr or in pan.
c, Thr contrlclor ,han include the provisions of this
paralraph .. in every sUbCOnlrlCl. Includln, procurement or
mllerlals and lelSes or equipment. The conUaetor Ihalltah
such Iction wllh re,pect 10 In)' subconlflclor or procurement
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as the SHA or the FHW A may direct as I means of enforcing
luch provisions. including sanctions ror nonc:omplian.cc. In the
C'Vent a contractor becomes involved In, or is threateaed with.
liliaation by Ii subcontraclor or supplier as a result of luch
direction. the contractor mlY request Ihe SHA to enter into such
liliaation to protect the inlerests of the SUle. In addition. the
c:onuactor may request the United States 10 enter inlo luch
Iiti,ltion to protect the interests of the United Scaces.
5. GrDelid PlrtJclpadoD Rltqulremeats:
a. Policy: Ie is Ihe policy of the DOT Ihal disadvAnlaged
bwiness en.erprises (DDE'sl, as derIDed in 49 CFR Pan 23, shall
have equal opponunicy 10 panicipale in the pcrfonnance of
contracts financed in whole or in pan with Federal funds.
Conscquenlly, the requiremenu of 49 CFR Pan 23 apply to
this contract.
b. ObUlltion: The conlractor qrecs to take all necessary
ateps to ensure that elilible businesses. as defined in 49 CFR
Pan 23. hive equal opponunity to compete for and perform
wbc:ontracts financed in whole or in pan with Federal funds
provided under lhis contract.
c. The contractor's failure to carry out the requirements
or puaaraphs 5a and 5b of this Section II shall conslitute I
breach of conlract and may result in tennination or the contract
or olher appropriale aClion.
d. The contractor shall provide all infonnallon and repons
required b)'''9 CFR Pan 23 or directives issued pursuanl mertlo.
and shaJl permit access 10 its booles. records. Dccounts. other
eaurces of information and its faciUlies IS may be delermined
by the SH^ 0' tho FHW^ 10 be penlnon. 10 oscenain
compliance with the rClubulons or dirt'Ctlvcs.
III. NONSEGREGATED FACILITIES
(AppUcable to Federal.aid construction conlllcts and relaled
...benntracts ncoedin. SIO,OOO.)
I, By subml.siDn Dr Ihi. bid. Ihe ..rcuuDn Dr this enntrlCl
or subconlract. or the consummation of this macerla! lupply
..rcemenl or purchase order, as appropriate. the bidder.
Federal.aid conuructlon contractor, lubcontraetor. matcrial
lupplier, or nndor. as appropriate. certifies that the nrm does
DOl mainlain or provide lor Its employees any Jelreaared
facililles It any of its cllablishmenls, and thai the'firm does
ant pe,mll Its .mploy"s to perrDrm tholr ae",lces II ony
loauDn, under lis conlrDI. whe.. ae.,ealttd rlclllties ue
..alnlained, Tho nno I.recslhl' I breach Dr Ihls cmlncltion
b I VIDII,IDn 01 'he EquII OppnnunllY Clluseln Ihll conlrlCl.
no nno lunhrr ccnlrlellN' no employee will be donled Iccess
10 Idoqul'e rlclllliel on the blsls Dr sex,
b. As uKd in this cenificllion, .he term ulelre,alcd
'acilities" means any waltinl rooms. worlc areas, ranDOms and
'Washrooms. ,csl.uranU and olher nllna arelS. tlmeclocks.
locker rooms. and olher II0rale or drcssln.areas, parkinl lots.
drlnklnl founlllns. reerClllon or entertainment areas,
IIlnlportl.IDn. Ind hDu.ln. rlclli.lts provided rDr employ..s
.hlch Ire H.ft.ated by explicit directive, or arc, in rlct.
Ie,relaled on the bub or ratc. color, rcll.lon. or nallonl'
orl,ln. because of habil, local cuslom. or otherwbe.
c, Tho enillrlClD' I.r...lha. II has Db.alnod Dr will Db.ain
Idon'ital conlncallDn rrDm proposed .ubconrrlctDn Dr mlttrill
lupplfen prior to award or sub(on"acu or consummallon or
..llrrllllupply I.,eem.nts ncredlna SIO,OOO IncHhlt II will
rellln luch cenln..tion. In lIS nrts,
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IV. PAYMENT OF PREDETERMINED MINIMUM
WAGE
(Applicable to Federal.aid construction conlracts and related
lubcontracu cxcccd..inl S2,OOO.)
I. GtDCnJ:
a. All mechanics and laborers employed or workina upon
the site of the work will be paid unconditionally and not less
OrteD than once a week and without subs..."'quent deduction or
rebate on an)' account [except such payroll deductions as are
permitted by rqulations issued by the Scaetary of Labor under
the Copeland Act (29 CFR Put 3)) the full amounU of wales
and bona fide frinac benefitS (or cash equivalenu thereof) due
at Lime of payment. The paymenl shaD be computed at wage
rates not leu than those conta.ined in the wa,e dctcrmination
of the Secretary of Labor (hereinafter "the waae
determination") which is anached hereto and made a part
hereof, resardless of any contractual relationship which may
be IJlelcd to ex.ist between the contractor or in subcontractors
and luch laborers and mechanics. The WBae determination
(includinl any additional classifications and wale rates
conformed under pUllraph 2 of this Sec:1ion IV and the DOL
post.r (WH.1321)or Form FHWA.I.95).hall be post.d a,all
limes by the contractor and its lubconlractors It lite site o( the
'Work. in I prominent and accessible place where it can be easily
If:C1\ by the workers. For the purpose of this Section.
contributions made or costs reasonably anticipated for bona
fide frinle benefits under Section 1(b)(2) of the Divis-Bacon
Act (40 U,S.C. 216a) on behalf of laborers or mrchlnics are
considered wales paid to such laborers or mechanics, lubject
to the provisions of Section JV I parllrapb lb. bCfeor. Also.
for the purpose o( tbis Section, IC.u1ar contributions made or
cons incurred for more than, wtckly period (but not less often
than quanerly) under plans. funds, or prolrams, which cover
the panicular weekly period. arc deemed to be constructivcly
made or incuned durina such weekly period. Such Ilborers and
mechanics shan be pajd the appropriate wace rate and (rin,e
benefits on Ihe Wile determination for the elanlfication of work
actually performed, without reeud to skill. except as provided
in pIll,rlphs . and 5 of this Section IV.
b. Llberers or mechanics pcrformina work In more Ihan
Dne classification may be compensated It the rate lpeclned for
each classification (or the time actullly worked therein,
provided, that the employer.s payroU records Iccuralel)' s.et fonh
dI. tim..pen' in each clwlficatlo. in which work Is perrormed,
c. All rullnls and inlerpret:ations of thC' Davis.Bacon and
atelaled Acts conlained In 29 CfR PUIS I, 3. and 5 arc herein
incorporlttd by rderence in this connact.
1. CI.ulrlntloo:
a. The SHA connactinl offi~r shall require thai any cltis
of laborers or mechanics employed under the connlCl, which
II n01 Usted in the wa.e determination. thlll bt classified in
conformance with the waae dC'termination.
b. The conlraClln. officer ..hili approve an addhlonat
claulrielllon, Wile ralC' Ind frinlt bcnenu therdor only whrn
the follow in. crileria hive been mel:
II) ,h. work 10 be perrorm.d by Ihr addilio..1
cllnlneatlon requflted Is not performed by 1 c1aniflCation In
the ....'lle determlnallon;
(2) Ih. .ddilional "alllnmlo. II ullIi..d i. ,he .,n by
tht eonslructlon indu,"y: Ind
(3) the proposed wale ratr. includina Iny bona fide
frlnle bener"s, bun a reasonlblt relllion,h1p 10 the wale rales
conllinrd In the Wile detrrminllion.
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APPENDIX 1\1-3-2
c. If the contractor or subcontractors, as appropriate, the
laboren and mechanics (if known) to be employ=d in the
additional classification or their rcprcsentativcs~ and the
contr.Clin. orticer asree on che classification and Wile ra1e
(includina the amount dcsilnated for frinle benefits, whcre
approprilte). a report of the action uken shall be sent by lhe
contractin, officer to the U.S. Dc~ment of Labor,
Administrator of lhe Wqe and Hour Division. Employment
Standards Administration, Wasbinllon. D.C. 20210. The Wase
and Hour Administralor. or an authoriud representative. will
approve, modify. or disapprove rvery addilional classification
action within 30 days of receipt and so advise thl: contractina
officer or will notify the contractin, officer within the 3O-day
period thai additional time is necessary.
d. In the event the contractor or subcontractors, as
appropriate. the laborers or mechanics to be employed in the
additional classification or their representatives. and the
conuactina officer do not asree on the proposed c1assificltion
and wale rate (inc1udina lite amount desianaled for (rinlt'
benefits, where appropria1C'), thl: contractina officer shall rcrer
the questions, including the viewSo of all intcrestC'd parties and
the recommendation of the conulrona officer, to the Wale and
Hour Adminisuator for determination. Sa.id Administrator, or
an authorized rrprcsentative. will iSosue a determination within
:so days o( receipr and so IIdvise the contractinK officer or will
Dotify the contract ins officer within the 30.d1Y period thaI
additional lime is ne~sslry.
e. The wast' rate (inc1udina frinae benefiu where
appropriate) determined pursuant 10 parasraph 2c or 2d of this
Seclion IV shill be paid to aU workers ptrformina work in tht'
additional classification from the first da)' on which work is
performed in the clluificatlon.
3. PaymeDI or Frinle Benefits:
a. WhenC'ver tht' minimum wa,e rale prescribtd in the
contract for a clan of laborers or mechlnics includes. a frinae
benefit which Is nOI expreued as an hourly rate. the contractor
or subeonlrlctors, as approprilte, shall either pay Ihe benefit
as staled in the walt' delermination or shall pay anolher bona
fide fringc benefil or an bourly cash equivalent thereor.
b. If the contractor or subcontractor. as appropriate. does
not mike payments to a trustee or other third penon. ht/she
may consider as part of the waaes or any laborer or mechanic
the amount or an)' COSIS reasonably anticiplled in providin,
bona fide Irlnae benefics under a plan or proaram, provided.
that the Secretary of Labor has. found. upon the wriuen request
of the conlractor, lhat Ihe applicable Illndards or thl: Davis.
Sacon Act have IK-en mel. The Secretaf')' o( Labor ma)' require
the contractor to lC't uldt in a SC'parare account asseu lor the
meetln. of oblllltions under the plan or prolram.
.. Appreatlces and TnlaHs (Prol'lms of tbt V.S.
Departmtal of Labor):
a, Apprentices:
(I) Appr..lic.. will b. ptrmln.d to work a' I... Ih.n
the pred....mlned ral. ror lh. work they perrorm.d wh.n lh.y
arc emplo)'cd pursulnl to and Individually relj'tercd in a bani
fide Ipprtn1lceshlp prolram re,i'lered with IhC' U.S.
Deplumenl of Labor, Employment and Training
Administration, Bureau of ApprenticeslUp and Trainina, or ~ilh
. Sllle .pprenllceship aaenc)' rC'colnlzed b)' the Bureau, or if
a penon lI.mployed i. hls/h.r nfll 90 day. or prob.lIonary
employmenl as an apprentlcC' in luch In apprenticeship
pro.ram, who Is notlndivldullI)' rral'1e,ed in the prolram, but
who hu bee. c.rlm.d by 'h. Buruu or Appr.ntlc..hlp .nd
Tr.lni., 0' a 51.1. appren,lmhlp a,.ncy (wh.r. approprl.I.)
to be eUlIble for problllonar)' employment as an Ipprenllct,
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(2) The allowable ratio or apprentices to journeyman.
level employees on the job site in an)' cart classification shall
Dot be areater than the ratio permitted to the contuctor as to
the entire work forC'C under the reaistercd prolram. Any
anployec listed on a payroll at an apprentice waae rate, who
II Dot rqistered or otherwise employed IS stated above. shall
be paid not leu than the applicable waae rate listed in the waae
determination for the das.sific:.ation or work actually pcrfonned.
In addition. any apprentice per(onninl work on the job site
to eJl::ces.s of the ratio permined under the re,istered proaram
ahalJ be paid not less than the applicable wale rate OD the ..aae
d~tenn.in.tion for the ...ork actually pcrfonned" Where I
contractor or subcontractor is pcrrormina construction on .
project in a locality otber than thai in which its pro.ram is
l'Cilistcrcd, the ratios and waae rates (eJlpressed in percr:ntaacs
of the jowneyman-Icvd howly nle) specified in the contraC1:or's
or subcontractor's rqistcrcd proaram shall be observed.
(3) Eve1')' apprentice must be paid at bOI Jess than the
nte specified in the rqistercd propam for the apprentice's level
of proaress. uprcs.scd as a percentile of the journeyman-level
bourl)' rate lpec::irlCd in the applicable wale determination.
Apprentices shall be paid frinae benefits in accordance with the
provisions o(lhe apprmtic:ahip pro.ram. If the apprenticeship
pro.ram does Dot speciry lrinae beaefils, apprentices must be
paid the fuD amount of lrinac benefits liued On the waae
determination for the applicable classification. tr the
Administrator for the Waae and Hour Division determ.ines that
a d.ifrncot practice prevails lor the applicable apprcnlicc
dassirication. frintes t.halJ be paid in ac:c:ordance with thae
ck1ermination.
(4) 10 the ....""1 the Bu,eau of Apprenticeship and
Trainina. or a Scace apprenliceship aaenC)' recoanlz.cd by the
Bureau, widlheiraws approval of an apprenticeship proaram,
the contractor or lubcontrac1or wiD no lonaer be pcrmitled to
utiUu apprcntiocs atlas than the appUcable prcdetcnnined r.te
for lhe compar.blc ...ork performed by rc.ular employees until
an acceplable pro.ram ls .pproved.
b. Trainees:
(I) Exeepl'" provided io 29 CFR '.16,lrainees will not
be permined to work .1 leu than the predecennined r.le for
the work perfonued unless Ihey are emplo)'ed pursuant to and
individuaUy rqislered in a proaram which has received prior
approval, cvid,n<e<l by fonnll ..nincatlon by the U.S,
Departmenl of Labor, Employmenl .nd Tralninl
Administr.llon.
(2) The r.tio of trainees to journeyman. level employcn
on the Job Il1e lhalJ not ~ arealer than permitted unde, the
plan approved by the Employment and Tr.lnlnl
AdminiSlr.t.loD. Any employee lisled on lbe Plyr01l111 uainee
nte who is noc rq,iltered and panlclpatln. in I trainln. plan
appro.cd by the Ernploymc:nl and Ttalnlna Admlnistration ,hoU
be paid nol less Ihan Ihe applicable wa,e rile on the wale
dC1C'rm.inacion for the cla.s.sific:ation ofwOtlc actuaUy ptrfonned.
In .ddilion, any IraJnC't performln. work on the Job IlIe In
actss of che r.tio permhted under Ihe re,islered pro.ram thaJl
bf paid not leiS than the IppUcable Wilt rlre on Ihe wa.e
delerminacion for the work aClullly performed.
(3) E.er)' lralnee must be plld II not lelllhn Ih, rOle
Ipccintd in Ihe approved prOlram for hlither level ofprollelS.
c~preued aJ a pc,,:enta.e or the journeyman.level hourly rile
.peelncdln Ihe applicable ""a' dClCrmlnltlon, Trainee, .hall
be ~Ild frinl' benenll In oe,ordlnco ..i1h Ihe provIJlon, or 'he
U&Jnte proparn. U the traJnre prolram don not mention lrinle
benenll,lIllnccs,hoU be pAld Ih, fuU omnunt of frilla' ben,nn
lined on the wale delermin.,.on unletl the Admlnistra,o, of
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the Wale and Hour Division determines thaE there is an
apprenticeship program associa(ed wiEh the corresponding
journeyman-level ......e rale on the wale determinalion which
provides for Ins Ihln full (rinle benefits (or apprentiC'e5, in
which case such trainees shall receive the same (rinle bcnefiu
as apprentices.
(4) In the event the Employment and Trainina
AdministrAtion withdraws approval of a trainina p~olIam, the
contractor or subcontractor will no Jollier be penniued to utilize
trainees at leiS Ihan the applicable predetermined rate for the
work pcr (onned until an acceptable proaram is approved.
c. Equal Employment Opponunity:
The utiliution of apprentices. trainC'CS. and journeymen-
level employen shall be in confonnity with the equal
employmenl opponunity requiremenu of ExeciJtivc Order
11246. 23 CFR 2JOA. and 29 CFR Pan 30,
,. Apprrallcn aad Tnlaea (ProlnmJ of tIII~ V.S.
Departmrat of TrallSponatloa):
Apprentices and trainC'C'S workins under apprenticeship and
skiD uainin. prOlrams ...hich have been cenified by the
Secretary of Transportation as promotina equll employment
opportunit)' in connection with fedcr.I-lid highway
construction prOlrams are nOI subject to the requiremenu o(
paral1.ph .. of this Section IV. The Slraiahtlime hourly Wile
rales (or apprentices and traiDt:eS under such prolrams will be
fStablished by the panicular procrams. The ratio o( apprmtic:es
and trainees 10 journeymen Ihall Dot be areller than pcrmined
by the lenos o( the particular pro,ram.
6. Wlthboldl.a:
The SHA shaD upon its own action or upon wrillen requcsl
of an authorized represenlative of the DOL withhold, or cause
10 be withheld, from the contrlc:tor or subcontraclor under tlUs
conlract or InY olher Federal contracl with the lame prime
COntrac1or, or &bY other federally.assisted contractlubject to
Divis-Bacon prevallinl Wile rcquJremenu which is held by the
lime prime Conuaetor, as much of the accrued paymentl or
advances as may bt considered necesslJ')' to PlY laborers and
mechanics, indudinl apprentices, uainecs, and helpers.
cmplo)"ed by the contrac:tor or In)' lubconlractor the full
amounl of wales. required by the conlract. In the cvml of failure
to pay any laborer or mechanic, tncludina In)' apprentice,
trainee. or helper, employed or workin, on Ihe lice or the work,
an or pan o( the ....ICS required by the contrlct, the SHA
contract.lnl officet mly, a'lcr wr1lten notice to the conlractor,
lake such action II may be necessary 10 cause the suspension
of any further plyment, advance, or luarlnlec of funds until
IUch violations have ceased.
7. Onrthae Rf'qulf'lDlt'lllJ:
No COnlraC1or or lubconlraclnr cnntrutlna for any f1an
of lhe contract work .hlch may require or Involve the
employment of Ilborers, mechanics, wltchmen, or IUllds
(Includlna Ipprenll,n and trainee, de,cribed In plrlarlph, 4
ond , obon) ,hall require or permit ony lobo..., me'hanie.
"'"tthrnl11. or aUlld in any ..ork..eek In ..hl,h he/,h. I,
employed on such work. 10 work In excelS of.tO hours in luch
workwetlc unleu such Ilborer, mechlnlc. watchman, or .ulrd
rtcdves compensalion It . '11e nOllesllhan one.and-one.half
limn tWlher buic rale of pay for all hours worked In excess
af.tO hours In tuch workweek.
I, Vlolltlo.:
Lilbllily for Unpaid Wla"; Llquldlled Doni..,,, In Ihe
l'Venl of an)' viollllon of the clause H1 forth in panl'lph 7
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aboye, the contractor and any luth.ontractor rnponsiblc
&herdar shall be' liable to the .ffected employcc for his/her
.npajd Wlacs. ID addition. such conuactor and lubcontrac;1.0r
'Ihall be liable 10 the Unhe<! Slatcs (in the case of work done
aDder conUlct for the District of Columbia or I territory. 10
such Di5trict or to luch tem1Dry) for liquidated dama.C'S. Such
liquidated dam_lcs shall be computed with respect 10 each
individual laborer. mechanic. ..atchman, or luard employed
in violation of the clause "t forth in par......ph 7. in the lum
of S10 (or each calendar day on which luch employee was
required or permincd to work in CJlCC$S of the standard
..orkw~k of.o hours withoUl payment of the ovcnimc walcs
required by the clause Jet tanh in paraaraph 7.
9. WithboktiDI for Vapllld Wqes ..d Uquldawd DamalK:
The SHA shall upon au own action or upon wrium requcst
of any authoriz.ed representative of the DOL withhold. or Quse
&0 be withheld, from UJY monies payable on account of work
petformed by Ihe conlrac:tor or lubcontractor under any luch
contract or U1y other Federal contract with Ibe ume prime
contrac:tor, or any olher federally.assisted contract lubject to ~
the Contracl Work Hours and SafelY Standards Aa. which is
held by the same prime contractor. IUch lums as may be
determined 10 be necessary to satisfy any liabililies of luch
contractor or lubcontraC1or for unpaid waan and liquidaled
damaBes AS provided in the clause act fonh in paraar.ph 8
aba",e.
V. STATEMENTS AND PAYROLLS
(AppUcablc to Federal.aid construction contractS and related
nbconlne.. ..ceedina 52,000.)
J. Colllpllua: wltb Copel.ad R<JuloUoo. m CFR Po" 3):
The connactor Ihan comply with the Copeland Rqulations of
the Secretary of Labor which lU'e herein incorporated by
reference.
2. '.,rolls lad Pa,roll RKords:
I. Pa)'Tolls and basic records relatinl thereto Ihall be
mainla.ined by the eonltactor and each lubconnac:tor durin I
the coune of the work and presfrved for. prriod of 3 years
from the dlte of completion of the eonltacl for all laborers,
mechanics, apprentices, ulinen, watchmen. and IUlrds
....orkJn. It rhe s;le of Ihe work.
b. The payroll recordi shill con lain the nlme, social
8C:CUrity number, and address or each luch employee, his or her
COrTeC'I classification, hourly nU:s of ,..Iacs paJd (includ.in.a riles
of contribution. 0' c:o.u ontlcipo,rd fo, bono fade Irina' bm<nu
or cash ~qui\/aJents thereof or the rypcs dncribcd in Seclion
l(b)(2)(B) of lh. Dovl..Bo.on Act), cIolly ond ....kly numbo,
of hours. worked, deductions mlde and actual _II" paJd.
Whenever the Secretlry or Labor, punulnl to Section IV,
parajraph )b, his. found 'hAt the wa:es or 8ft)' l.bouT or
mechanic include Ihe amounl of InY emls reasonably anlicipaled
in providin. be'ndils under a plan or pro,ram due1'ibed in
Soctlon I(b)(2)(B) or Ih. Dovb.Boeon Act.lh. CDnlrocto, ond
each lubconuaC1or IhaU malnlaln records which thow thallhe
commilmenl to provide such bC'nefits is enrorceable, thatlhe
pIon or proa'"'" II nn.ndolly ,..ponllbl., ond lho, Ih. pIon
or pro,ram has bten communltllcd in wrillnllD the laboren
or meehanlCi Irrec1ed, and records which show Ihe cosu
amicipattd or thr actuII COIU incurred in provldin. luch
bcnenu. Conlracto" OIlubcontractors cmplo)'ina .pprtnlicn
or tralneei under approved pro.rams ,haJI malnlaln .rhlen
evidenct or !he ,e,islrlllon or Ipprenllcnhlp pro.raml and
anlnc.allon or IraJntc pro,raml,lhc rc&illnt.lon Dr Ipprmticn
and trlinees, and !ht fllloI and .ale rllel prescribed in the
apr'llic:ahlt pro.rams.
POI' 5
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APPENDIX 111.3.2
c. Each tonlractor and subcontractor shaH rurnash each
.,~k in which any contraa work is performed 10 the SHA
rcsidrnt eRlineer a payroll of ....Ies paid each of its employees
(inc:ludina .pprmtices and trainees described in Section IV.
parapapbs" and 5 and watchmen and auuch enllled on work
durin. the preccdinl .~kly paYToU period). Thc payroUs
lubmillcd shall sel out accurately and completely all of thc
informal ion required to be maintained under paragraph 2b of
this Section V. This information may be submined in any (onn
desired. Optional Form WH.M7 is available for this purpose
and may Ix- purtha1ed from the Superinlcndent of Documents
(Federal stock number 029-005..0014-1), U.S. GO"'ernment
IPrintina Office. WashinJlon, D.C. 20402. The prime contractor
is responsible for the submission of copies of payrolls by .11
lubcontraclors.
d. Each payroll submitted Ihan be accompanied by .
"Stalemene of Compliance:. Pined by the contractor or
lubeonuactor or his/her aaenl who pays or supervises the
payment of Ihe persons. employed under the contract and shilll
anify the followinS:
(1) thlit Ihe payron for the payroll period contains the
inrormation required to be maintained under parasraph 2b of
&his Section V and 'hat such infonnation is correa and complete;
(2) th:n such laborer or mechanic (including each helper.
apprenlite, and trainee) employed on the contract durinB the
plyroll period has been pajd !he fuJJ weekly wases nrned.
..ilhout rebate, either directly or indirectly. and that no
deductions have been Inade either directly or indirectly from
the full wa,cs earned. other than pcnnissible deductions IS let
lonh in the Relulllions, 29 CFR Patl 3.
(3) thai each laborer or mechanic has been paid nOllcss
th.n Ihc applicable w.ge rates and frinae benefits or cash
equivalenu for the dusification of work performed, IS specified
In the applicable wa,e determination iDcorporau:d inlo the
conlrlct.
c. The weekly submission of I properly eucutcd
cenificalion sel fonh on the reverse side of Optional form
WH.!.7 ,hili Ptidy Ihe rrquircmenl ror sub minion or the
uScalemenl of CompHance" required b)' paraaraph 2-d of Ihis
Section V.
f. The ralsification of any or 'he .bove tcrufications may
lubject the contractor to civll or criminal prosecution under
Section 1001 of Till. IhndSoction 231 ofTi,l. 31 ofth. Unilrd
5'0'" Cod.,
I. The contrlctor or subcontraclor shall mike Ihe records
ftQuired under paralrlph 2b of Ihls Seclion V "nilable for
inspecllon, copyl"I, or "Inscription b)' aurhorJled
Rll,,,rntollv.. of Ih. 5HA,lh. FHW A. 0' Ih. DOL. and .holl
permll such rrpresentlcives to inu:rview employeei durinl
worldn. hours on the job. If the connaClor or lubcontractor
falls to lubmit Ihe required records or 10 make them Ivailable.
the SHA. the FHWA, DOL, or aU may. Irler written notite
10 the conuaclor. lponlor, applicanl, or owner, uke .uch
IClions as may be neeesury 10 Clu.e Ihe sUipe'nslon or any
funher paymenl. advance, Dr ,ul1lnlee of fundi, Funhcnnore,
failure 10 submh the required records upon requell or to make
luch recordi avail.ble may be ,roundl lor debarment Iction
punuon, to 29 CFR 5,12,
3, Fi.ol Cortlfl..",
Upon complellon or tht connan, the connactor shall
lubmit 10 Ihe Sit... connaclln. oUicer, ror uansmlnlon '0 ,"e
FHWA wllh Ihe voucher lor fin.1 payment ror an)' work
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pcrlonned und~r the contract. a certificate concemin, wAles
and classifications for laboren, mechanics. ...tchmen. and
.uuds employed on the project. in the followin. form:
The undenilned contractor on
(project No.)
hereby ccnifics that aU laborers. mechanics. apprentices.
trainees. 'Watchmen. and ,uuds dirtcdy employed or employed
by any subcontractor pcr(ormina work under th: contract on
the project have been paid wales a. rates nOI less Ihan those
required by the contract provisions. and that the work
performed by each such laborer. mechanic, apprentice. or
tfainee, wllehman, and luard conformed to the classifications
set lonh in the conn act or ~raininJ pro.ram provisions
applicabl-: to the w.ae rate paid.
Sianature and title
VI. RECORD OF MATERIALS, SUPPLIES,
AND LABOR
I. On an Federal.aid primary, urban, and Intentate S)'sll:m
contllcu. except those which provide solely for the Installalion
of proteclive devices al railroad .rade crossin.s. those which
arc constructed on a force Iccount or direalabor basis, hiahwlY
be.utificalion ('Onlracts, and eonUacls for which the total linal
conslruetion cost for roadwlY and bridle is less than II ,000,000
(23 CFR Pan 635) Ihe conllaClor .hall:
D. Become familiar wilh the list of specific materials and
lupplies contained in Fonn FHW A"7, "Statement of Malerials
and Labor Used by Conu.ctor of Hi.hwlY ConSlruction
Involvin, Federal Funcb," prior to Ihe commencement of work
under this conUlct.
b. Mainlain I record of the t0111 cost of 111 materials and
luppJies purchased' for and Incorporaled in the work, and also
of the quanlhies of those spccili: mlterials and supplies lisled
on Form FHW A-41, and in the unias Ihown on Form
FHWA..c,.
c. Furnish, upon the complellon of the conlract, to lhe
SHA re.ldenl en.ln.., on Form FHWA..c, ,oselher wllh 'he
dati required in parllraph Ib relative 10 malerials and IUPPUCS,
a linallabor lummary of all conuact work 'ndlc.atinllhc total
houn worked and the total amount earned.
2. At the prime eonulC1or's option. eilher I Ilnele Rport
eolw'crin; all conlr.llCI work or scpulte repons fer the contr.~or
and for each subcontract shall be '.Jubmilled.
VII. SUBLETTING OR ASSIGNING
THE CONTRACT
I. Th~ conlrlC1or Ihall perform _lIh its own or,lnllltlon
eonl1act ~or. amountJn, to not as Ihan 30 peretTlt (or a Jl'elter
~rcenla,e if Jpeclried elsewhere in the contract) of the Iota!
onalnal eonnact price. ..dudin, any .peclallY It...., dnl.naled
by Ihe Sial" Specialty Ilem. may be pe,rorm.d by ,ubeon"ae,
and Iht Imounl of Iny luch lpeciahy hemllO performed may
br deducled from the 10111 ori.inal conlr.~ price bdore
C'ompulinlllhr amounl of wor. required 10 be performed by
Ihc contrltlor', o"'n o,.anl..lion (23 CFR Pan 635),
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a. "fu own orlwution" IhaJl be conslrued 10 include
only workers employed and paid directly by the prime conlractor
and equipmenl owned or renled by the prime contractor. with
or Wilhoul operalors. Such term does nOI include employees
or equipment of. subcontraaor. assip1et. or .,enl of the prime
contractor.
b. "S~ci.lty Items" shall be eODStrued to be limiled to
work tMI requires hiehl)' specialized kno'A'ledae. abilities, or
equipment lIot ordinarily available in the type of conuactins
oreaniulions qualified and cxP"led to bid on the contract as
. whole and in ,eneral arc to be limited to minor componenlS
of the overall contract.
2. The amtraa amount upctn which the requirement set fonh
In paragraph J of this Section VII is computed includes the cost
of materials and .manufactured produC1s which are to be
purchased or produced b)' the contractor under the contract
provisions.
3. The conuactor Ihall furnish (I, a competent
luperlntendent or supervisor who is emplo)'ed by the firm, has
full authority 10 direct performance of the work in accordance
with the contract requiremenu, and il in char.e of all
conslruc:lion operations (reaardJess of who performs the ~ork)
and (b) such other of its own oreaniPlionaJ rcsources
(Iupervision, manqement, and enainccrinl services) as Ihe SHA
contract in. officer delermines is necessar)' to assure the
performance of the conaraet.
4. No portion of the contract shall be sublet, assi.ned or
otherwise disposed of except with the wrinen conscnt of the
SHA contractina officcr, or aUlhorized representative, and such
consent when .ilw'en shall not be consrrued to relie~e the
contraC1or of An)' responsibility lor the fulfillment of the
contrlct. Wrillen consent will be liven only after the SHA has
assured thlt each lu~nlract is evidenced in wridnllJ1d that
it contains aU peninenr provisions and requirements of the prime
contracl.
VIII. SAFETY: ACCIDENT PREVENTION
I. In the pcrromgnce of this contract the contractor shan
comply wilh all applicable Fede,a., Sta,e, and I""al law.
.ovcmln,sar..y. heallh. and WIllalion (23 CFR Pan 635), The
contractor shall provide all ....fe,uards. ufcty deviccs and
protective equipment and take any other needed Ictlonl as it
determines. or as the SHA eonuacllne orricer ma)' determine,
'0 be re..onably necessary 10 prolecl 'he ure and heallh or
employ... on tile job and ,he ..relY or,h. public and.o prolect
propcny in connection with the pcrformanC'e of the work
covered by the contral:1.
2. II is I concfjtlon of this eonlract, and Ihall be made a
condition of each lubcontrlct enlcrrd into pursulnt to thll
eonUlct, Ihltlhc conlrac'or and any lubconlflctor shill nOI
require In)' labor" or mechanic employrd in performance of
the COntrlctto work in surroundinJ' or under condition, which
arr un,.nlllry, hazardous, or danecroullo his/her heallh or
ufety. IS determined under conslrucllon ufel)' and he.llh
..andard. [Till. 29. Cod. or Fed..al R"ulallon.. Pa" 1926
(rorm..ly Pan 1511) a. may b. .....edl promul.al.d by Ihe
Se..elary or Labor. In aecordanc. ",i1h Section 10' or Ihe
Con,m, Work Hours and sarelY Slandard, Ael (13 SIal, 96),
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IX. FALSE STATEMENTS CONCERNING
HIGHWAY PROJECTS
In order 10 .uur~ hi,h quality and durablc construction in
conformity with approved plans and specifications and a hilh
"ree or reliability on st.t~mcnts and representations made by
cnainecrs, conlfactors, luppliers, and workers on Federal.aid
bi,hway projects, iI is essential thai all prnons conc:aned with
the project perform their functions as arefully, lhorou,hly,
and hunestly as possible. WiIlrul falsificalion, distonion, or
aUsrepr~nlalion wilh respeclto any faeu relaled to the project
is a violacion of Federal law . To prevenl any misunderstandinc
rqudill* Ihe seriousness of these and similu adS, the followina
ftcnic:e Ihan be polled on each Federal.aid hi,hway projCC1 (23
eFR Pan 63') in one or mor~ places whcre iI is readily avai~bie
10 all perlons concerned wilh the project:
NOTICE TO ALL PERSONNEL ENGAGED ON
FEDERAL.AID HIGHWAY PROJECTS
Tille II, United 510'" Code. Section 1020. IUd, a, rollows:
"Whotvef, brine an o(licer, .,ml, or employC'C or the Uniled
States, or of any Stale or Terrilory, or whoever, whether a
person, wocialion, finn, or corporal ion , knowin,ly makes any
flllse Itacemenl, lalle represenration, or falK report as 10 the
cha.racler, quality, quantity, or COSI of Ihe matcrial used or 10
be uled, or the quantity or quality or Ihe work performed or
10 bt' performed, or the COltl thereof in connection with the
lubmislion of plans. maps, specificalions, fontraCU, or costl
of conllruction on an)' hi,hway or related project lubmitted
lor approval to the Secretary of Transportation; or.
"Whoever knowln,l)' makcs an)' raise Italement, raise
representalion, false rcpo" or ,.11C' dlim with respect to the
characler, qualilY, quantity, or COil of any \Nark pc'rformed or
to bt' performed, or materials furnllhed or 10 be lurnllhed, in
co"necrion with Ihe construction of Iny hi.hwIY or relaled
projecl Ipproved b)' the Secretar)' of Transportllion; or
""'hoever knowinll)' makes an)' f.lse IUllcment or lalse
reprcsentatlon as to materill rlclln any Itatement, cenificatc,
or reporllubmlned pursuant to provilions of the Federal.Aid
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Roads Act approved July I. 1916, (39 Stat, 3'5), as amended
and supplemenled;
"Shall be fined nol more lhan 510,000 or imprisoned not
more lhan , )'Cars, or bolh."
X. IMPLEMENTATION OF CLEAN AIR ACT AND
FEDERAL WATER POLLUTION CONTROL ACT
(Applicable fcderal.aid construction conlracts and related
lubconuaclS exceedin, SIOO.ooo.)
8y lubmission or this bid. or the execution or this conlract
or subcontract, as appropriate, the bidder, Fcderal.aid
construC'tion contraclor, or lubconuaclor, as appropriatc, will
be deemed to have Itipulaled as follows:
I. That any l.cUit)' lhat is or will be ulilizcd in Ihe
pn(ormante or this conn.cr, unlcsl such contract il e:umpt
under the Clean Air Act, as amended (42 U.S.C. '1" e1 seq.,
as amtnded by Pub. L. 91--604), and under the Federal Water
Pollution Conlrol ACI, as amended (33 U.S.C. 12.51, et ICq.,
as amended by Pub. L, 92.500). Execulive Ord.. 11738. and
reaulatlonl in implemenlatlon Ihereof (010 CFR Part IS) is nOI
Isted, on tht dale or conlrlctaward, on the U.S. EnvUoMlC'nlaJ
Protection A,eney (EPA) Lill of Violatin, facilities pursuanl
10 40 CFR 15.20.
2. Thll the firm a.ren to comply and remain in compliance
with alllhe requirements or Section 114 of Ihe Clean Air Act
and Seellon J08 or Ihe Fed...1 W.t.. Pollution Conllol Act
and all relul.tions .nd ,uldelincs IiSled lhereunder.
3. That ,he firm IIWI p,omplly notiry lI1e SHA Dr Ihe receipt
olany communication from Ihe Director, Office of Federa)
Activities, EPA, Indicatin. lhat I facility Ihal is or will be
utilized for the canltaCI is under consider.llon to be lilted on
'he EPA LIS! or Violalln, Facillli...
4. Thai the firm .,rees to include or cause to be Included
the requircmenu o( paralr.phs I throu,h 4 of lhis Section X
In every nonexempr subeonlract, and funher aaree\ to take luch
ac1Jon IS the covernmenl may direct al . means of cnforcin,
luch rcquiremenll.
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1 AMENDMENT
2 REQUIRED CONTRACT PROVISIONS
3 FEDERAL-AID CONSTRUCTION CONTRACTS
4 (Exclusive of Appalachian Contracts)
5
6 Under, Section IV. Paragraph 4a(1). add:
7
8 The provisions In this section allowing apprentices to work alless than the
9 predetermined rate when they are registered in a bona fide apprenticeship
10 program registered with the U,S. Depar1ment of Labor. Manpower
11 Administration. or with the Bureau of Appreticeship and Training. does not
12 preclude a requirement for the Contractor 10 pay apprentices the full
13 applicable predetermined rate In the event a State Apprenticeship Agency.
14 recognized by the Bureau. has not approved. or withdraws approval. of an
15 apprenticeship program.
16
17 Under Section VII. Item No.1 is revised to read:
18
19 1. The Contractor shall perform with Its own organization contract work
20 amounting to not less than 40 percent of the original totat contract
21 price. except that any Items designated by the State as "SpeciiPty
22 Items" may be performed by subcontract and the amount of any such
23 "Specialty Items" so performed may be deducted from the original
24 total contract price before computing the amount of work required to
25 be performed by the Contraclor's own organization.
26
27 Amandment to Form FHWA 1273
28 Revised December 21,1987
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: ELECTRICIANS
LOCATION: (STATE: ELECTRICIANS)
CLALLAM. JEFFERSON. KING AND KITSAP COUNTIES.
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION - LOCAL (CONST.
NEBF
PENSION - LOCAL
TRAINING FUND
1. 235
1.00
3.00
2.30
.10
$/HR.
$/HR.
%
$/HR.
$/HR.
STOCKMAN)
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
******* STATE WAGE RATE GROUP LISTING *******
170-0010 CABLE SPLICER
170-0030 CONSTRUCTION STOCKMAN
170-0040 ELECTRICIAN, WIREMAN
170-0050 FOREMAN
170-0060 GENERAL FOREMAN
OTHER
170-9170 STATE: NOTE - EFFECTIVE JUNE 9, 1988. THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS
PER DAY, MON. THRU FRI. UNDER THE CONDITIONS
STIPULATED IN WAC 296-127-022.
170-9172 STATE: OVERTIME - THE FIRST 2 HOURS IN EXCESS
OF 8 HRS/DAY. MON. THRU FRI, ALL HOURS WORKED
IN EXCESS OF 40 HRS/WK., AND THE FIRST 8 HRS.
ON SATURDAYS SHALL BE PAID 1 1/2 TIMES THE
REGULAR RATE OF PAY. ALL OTHER OVERTIME HOURS
AND ALL HOURS WORKED ON SUNDAYS AND HOLIDAYS
SHALL BE PAID DOUBLE THE REGULAR RATE OF PAY.
170-9174 STATE: HOLIDAYS - NEW YEARS DAY. MEMORIAL
DAY, 4TH OF JULY. LABOR DAY, THANKSGIVING
DAY. THE FRIDAY FOLLOWING THANKSGIVING DAY
AND CHRISTMAS DAY.
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STATE
STATE
STATE
STATE
STATE
STATE FEDERAL
RATE RATE
21.69
9.86
19.72
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w !
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~~i
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: ELECTRICIANS
LOCATION: (FED: ELECTRICIANS)
CLALLAM, JEFFERSON, KING AND KITSAP COUNTIES.
FRINGE BENEFITS
TOTAL HOURLY BENEFITS PART A
TOTAL HOURLY BENEFITS PART B
3.00 %
3.385 $/HR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESC~IPTION
****** FEDERAL WAGE RATE GROUP LISTING ******
170-0010 CABLE SPLrCER
170-0040 ELECTRICIAN, WIREMAN
2
':
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MARCH 21, 1989
i i
i J
!l
FEDERAL
FEDERAL
p
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!\
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STATE FEDERAL
RATE RATE i 1
1 i
I':
19.38 Jj
17.62 ~
Ii
I
!
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! !
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[!
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L I
0
II
I!
[I
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r
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0
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0
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,
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DOUGLAS. 'GRAYS HARBOR, JEFFERSON, KING, KITSAP.' 3
MASON, PACIFIC, PIERCE, THURSTON AND THURSTON AND;!
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: FLAGGERS
LOCATION: (STATE: FLAGGERS)
CHELAN. CLALLAM.
KITTITAS. LEWIS.
YAKIMA COUNTIES.
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
TRAINING FUND
1. 75
1. 55
.13
$/HR.
$/HR.
$/HR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
******* STATE WAGE RATE GROUP LISTING *******
260-0010 FLAGGER
OTHER
260-9260 STATE: NOTE - EFFECTIVE JUNE 9,1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST 2 HOURS IN EXCESS OF 8 HOURS
PER DAY UNDER CONDITIONS STIPULATED IN
EAC 296-127-022.
260-9262 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HOURS PER DAY OR 40 HOURS PER WEEK SHALL
BE PAID 1 1/2 TIMES THE REGULAR RATE OF PAY.
3
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MARCH 21, 1989
STATE
STATE
STATE
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STATE FEDERAL:,;
RATE RATE',i .
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~1
~
:1
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10.78
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10
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HWY-R32320-AA
MARCH 21~ 1989
11
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II
I!
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: FLAGGERS
1 ;
i:
LOCATION: (FED: FLAGGERS)
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP, LEWIS, MASci ;1.
PACIFIC (NORTH OF THE WAHKIAKUM NORTHERN BOUNDARY EXTENDED DUE WLjT
TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAGIT, SNOHOMISH, THURSTON.
WHATCOM AND THE PARTS OF YAKIMA COUNTY LYING WEST OF THE 121~I,H
MERIDIAN. I .
FRINGE BENEFITS
FEDERALl]
TOTAL HOURLY BENEFITS
3.43
$/HR.
WAGE RATES
i'i
I)
FEDERAL
RATE! I
10.78 ! I
OCCUPATION
CODE
STATE
RATE
OCCUPATION
DESCRIPTION
****** FEDERAL WAGE RATE GROUP LISTING
....*.
260-0020 FLAGMEN
jJ
lJ
!l
II
II
4
II
II
II
11
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
MARCH 21, 1989
OCCUPATION: LABORERS
LOCATION: (FED. LABORERS) CLALLAM. GRAYS HARBOR, ISLAND. JEFFERSON, KING.
KITSAP. LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN
BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN). PIERCE. SAN JUAN.
SKAGIT. SNOHOMISH. THURSTON, WHATCOM, AND THE PORTIONS OF THE
FOLLOWING COUNTIES LYING WEST OF THE 120TH ~ERIDIAN: CHELAN. OKANOGAN
FRINGE BENEFITS
TOTAL HOURLY BENEFITS
FEDERAL
3.43 $/HR.
WAGE RATES
OCCUPATION
CODE
STATE FEDERAL
RATE RATE
OCCUPATION
DESCRIPTION
****** FEDERAL WAGE RATE GROUP LISTING ******
GROUP 1
350-0730 FENCE LABORER
350-0745 FINAL CLEAN-UP
350-2101 WINDOW CLEANER
8.46
8.46
8.46
GROUP 2
350-0091 BATCH WEIGHMAN
350-0461 CRUSHER FEEDER
350-1260 PILOT CAR
350-1871 TOOLROOM MAN (AT JOB SITE)
GROUP 3
10.78
10.78
10.78
10.78
350-0081 BALLAST REGULATOR MACHINE
350-0241 CARPENTER TENDER
350-0271 CEMEN~ FINISHER TENDER
350-0310 CHIPPER
350-0340 CHUCK TENDER
350-0390 CONCRETE FORM STRIPPER
350-0471 CURING CONCRETE
350-0520 DEMOLITION. WRECKING AND MOVING (ZNCL,
CHARRED MATERIALS)
350-0710 EPOXY TECHNICIAN
350-0~10 GAB ION BASKET BUILDER
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
5
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: LABORERS
MARCH 21. 1989
LOCATION: (FED. LABORERS) CLALLAM. GRAYS HARBOR, ISLAND, JEFFERSON. KING.
KITSAP, LEWIS, MASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHl IN
BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE. SAN JUi..l.
SKAGIT, SNOHOMISH. THURSTON. WHATCOM. AND THE PORTIONS OF THE
FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN. OKANor.N
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** FEDERAL WAGE RATE GROUP LISTING ******
GROUP 3
350-0821 GENERAL LABORER
350-0860 GRINDERS
350-1371 POT TENDER
350-1391 POWDERMAN HELPER
350-1765 STAKE HOPPER
350-1880 TOPMAN - TAlLMAN
350-1941 TUGGER OPERATOR
350-2030 VIBRATING SCREED (AIR, GAS OR ELECTRIC)
GROUP 4
350-0051 ASPHALT RAKER
350-0250 CEMENT DUMPER - PAVING
350-0421 CONCRETE SAW OPERATOR
350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR
350-0720 FALLER AND BUCKER - CHAIN SAW
350-0830 GRADE CHECKER
350-0951 HIGH SCALER
350-0966 HOD CARRIER
350-0981 JACKHAMMER
350-1091 MANHOLE BUILDER
350-1200 NOZZLEMAN (CONCRETE PUMP, GREEN CUTTER
USING COMBINATION OF HIGH PRESSURE AIR
WATER ON CONCRETE AND ROCK. SANDBLAST.
GUNNITE. SHOTCRETE) WATER BLASTER
350-1256 PAVEMENT BREAKER
350-1315 PIPE RELINER (NOT INSERT TYPE)
350-1280 PIPELAYER AND CAULKER
6
-...-~
:
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STATE FEDERA
RATE RATE
-
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
WHEN 15.94
AND
15.94 I 0 0
15.94
15.94
)
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....;.>~:... /".. ili _
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HWY-R32320-AA
MARCH 21. 1989
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: LABORERS
LOCATION: (FED. LABORERS) CLALLAM. GRAYS HARBOR. ISLAND. JEFFERSON, KING,
KITSAP. LEWIS. MASON. PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTHERN
BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN,
SKAGIT. SNOHOMISH. THURSTON, WHATCOM. AND THE PORTIONS OF THE
FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN, OKANOGAN
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** FEDERAL WAGE RATE GROUP LISTING ******
GROUP 4
350-1485 RAILROAD SPIKE PULLER (POWER)
350-1753 SPREADER (CONCRETE)
350-1751 SPREADER - CLARY POWER OR SIMILAR TYPES
350-1840 TAMPER (MULTIPLE AND SELF PROPELLED)
350-1820 TAMPER AND SIMILAR ELECTRIC. AIR AND GAS
OPERATED TOOLS
350-1865 TIMBERMAN - SEWER (LAGGER. SHORER, & CRIBBER)
350-1905 TRACK LINER (POWER)
350-2000 VIBRATOR
350-2091 WELL-POINT MAN
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
GROUP 5
350-0200 CAISSON WORKER
350-1110 MINER
350-1380 POWDERMAN
350-1500 RE-TIMBERMAN
16.30
16.30
16.30
16.30
OTHER
350-9350 FEDERAL: FOOTNOTE "C" - THE FOLLOWING REDUCED
RATES MAY BE PAID ON PROJECTS WHICH HAVE A
TOTAL VALUE LESS THAN $3 MILLION, EXCLUDING
THE COST OF ELECTRICAL. MECHANICAL AND UTIL-
ITIES. UTILITIES INCLUDE SANITARY AND STORM
SEWERAGE AND FACILITIES FOR THE DELIVERY OF
WATER. ELECTRICITY, GAS AND COMMUNICATIONS.
7
(. 0
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v
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HWY-R32320-AA
MARCH 21, 1989
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: LABORERS
LOCATION: (FED. LABORERS) CLALLAM, GRAYS HARBOR, ISLAND. JEFFERSON, KING. "
KITSAP, LEWIS, MASON, PACIFIC (NORTH OF THE WAHKIAKUM COUNTY NORTH~ ~N
BOUNDARY EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUL'l,
SKAGIT. SNOHOMISH, THURSTON, WHATCOM, AND THE PORTIONS OF THE
FOLLOWING COUNTIES LYING WEST OF THE 120TH MERIDIAN: CHELAN, OKANOt1N
. l i
OTHER
350-9351
GROUP 1
GROUP 2
GROUP 3
GROUP 4
GROUP 5
$ 8.46/HR.
10.78
13.14
13.55
13.86
8
c
0:" ..l
Jlt1~
~..&i:I
..a~"'U[~._~~_.:J.
10
-
- -
('
II
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II
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l:
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v
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Z
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en WI
....J t--'
en u..j
-0.
W '
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u. <1:'
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z 1-'
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::lc'
g ~\
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Ww
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z
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: LABORERS
MARCH 21. 1989
LOCATION: (STATE LABORERS) CLALLAM" GRAYS HARBOR, JEFFERSON, KING. KITSAP,
LEWIS. MASON. PACIFIC, PIERCE, SNOHOMISH AND THURSTON COUNTIES
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
TRAINING FUND
1.75
1. 55
.13
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 1
350-2100 WINDOW CLEANER
GROUP 2
350-0090 BATCH WEIGHMAN
350-0460 CRUSHER FEEDER
350-1260 PILOT CAR
350-1870 TOOLROOM MAN (AT JOB SITE)
GROUP 3
350-0080 BALLAST REGULATOR MACHINE
350-0240 CARPENTER TENDER
350-0270 CEMENT FINISHER TENDER
350-0310 CHIPPER
350-0340 CHUCK TENDER
350-0350 CLEAN-UP LABORER
350-0390 CONCRETE FORM STRIPPER
350-0470 CURING CONCRETE
350-0520 DEMOLITION. WRECKING AND MOVING (INCL.
CHARRED MATERIALS)
350-0710 EPOXY TECHNICIAN
350-0810 GABION BASKET BUILDER
350-0820 GENERAL LABORER
350-0860 GRINDERS
350-1370 POT TENDER
9
o
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---
-
..- ---....
$/HR.
$/HR.
$/HR.
)
~('1'ImL
STATE
STATE
STATE
STATE FEDERAL
RATE RATE
8.46
10.78
10.78
10.78
10.78
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
15.46
--
-
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32 >( [I .J
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-' 1-'
en u.."l
- 0:
W>
~I-
<1:-
s: ~;
::l'
!!1c
~ ~\
~ I- i
1-0
zl-
w w,
~::l
::lc'
g !!!\
o !::II
Ww
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1--
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w (1"/
u-
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-
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: LABORERS
MARCH 21. 1989
WAGE RATES
LOCATION: (STATE LABORERS) CLALLAM. GRAYS HARBOR. JEFFERSON. KING. KITSAP.
LEWIS, MASON. PACIFIC, PIERCE. SNOHOMISH AND THURSTON COUNTIES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 3
350-1390 POWDERMAN HELPER
350-1765 STAKE HOPPER
350-1880 TOPMAN - TAlLMAN
350-1940 TUGGER OPERATOR
350-2030 VIBRATING SCREED (AIR, GAS OR ELECTRIC)
GROUP 4
350-0050 ASPHALT RAKER
350-0250 CEMENT DUMPER - PAVING
350-0420 CONCRETE SAW OPERATOR
350-0650 DRILLER - WAGON AND AIR TRACK OPERATOR
350-0720 FALLER AND BUCKER - CHAIN SAW
350-0840 GRADE CHECKER AND TRANSIT MAN
350-0950 HIGH SCALER
350-0965 HOD CARRIER
350-0980 JACKHAMMER
350-1090 MANHOLE BUILDER
350-1200 NOZZLEMAN (CONCRETE PUMP, GREEN CUTTER WHEN
USING COMBINATION OF HIGH PRESSURE AIR AND
WATER ON CONCRETE AND ROCK. SANDBLAST,
GUNNITE, SHOTCRETE) WATER BLASTER
350-1256 PAVEMENT BREAKER
350-1315 PIPE RELINER (NOT INSERT TYPE)
350-1280 PIPELAYER AND CAULKER
350-1485 RAILROAD SPIKE PULLER (POWER)
350-1753 SPREADER (CONCRETE)
350-1750 SPREADER - CLARY POWER OR SIMILAR TYPES
350-1840 TAMPER (MULTIPLE AND SELF PROPELLED)
350-1820 TAMPER AND SIMILAR ELECTRIC. AIR AND GAS
OPERATED TOOLS
350-1865 TIMBERMAN - SEWER (LAGGER. SHORER. & CRIBBER)
10
o
c
o
~
~
-
STATE FEDERJ!
RATE RATE
15.46
15.46
15.46
15.46
15.46
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
15.94
-
,-
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.......~-
--
I
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-
- -~
r
;:1:,;~..0lli.''(;::!<
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I- m,l
a: ~I
<( ~~
~g;i
U oj
(fl I,
. Cf)WI
...J 1-:
en U.I
-0,
W :
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a: <i! i
u.. ~:
!!1c
J: U\
I- :J:I
~ 1-1
1-0
zl-
:g ~,
::lc'
g ~\
C !:::;I
Ww
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1--
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w UJ'
u-
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Z
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
MARCH 21, 1989
LOCATION: (STATE LABORERS) CLALLAM, GRAYS HARBOR, JEFFERSON, KING. KITSAP.
LEWIS, MASON. PACIFIC. PIERCE. SNOHOMISH AND THURSTON COUNTIES
OCCUPATION: LABORERS
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
.*.*.. STATE WAGE RATE GROUP LISTING *...**
GROUP 4
350-1905 TRACK LINER (POWER)
350-2000 VIBRATOR
350-2090 WELL-POINT MAN
GROUP 5
350-0200 CAISSON WORKER
350-1110 MINER
350-1379 POWDERMAN
350-1500 RE-TIMBERMAN
OTHER
350-9349 PLEASE NOTE: EFFECTIVE JUNE 9. 198B. THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT
HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER
CONDITIONS STIPULATED IN WAC 296-127-022.
350-9350 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HRS./DAY OR 40 HRS./WK., MON. THRU FRI.,
AND ALL HOURS WORKED ON SAT. (EXCEPT A MAKE-
UP DAY) SHALL BE PAID 1 1/2 TIMES THE REGULAR
RATE. ALL HOURS WORKED SUNDAYS AND HOLIDAYS
SHALL BE PAID DOUBLE THE REGULAR RATE.
350-9351 STATE: HOLIDAYS - NEW YEARS DAY. MEMORIAL
DAY, 4TH OF .:1ULY, LABOR DAY. THANKSGIVING
DAY, FRIDAY AND SATURDAY FOLLOWING THANKS-
GIVING DAY AND CHRISTMAS DAY.
350-9352 STATE: FOREMAN - $0.50 PER HOUR ABOVE THE
HIGHEST LABORER'S CLASSIFICATION SUPERVISED.
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STATE FEDERAL
RATE RATE
15.94
15.94
15.94
16.30
16.30
16.30
16.30
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
MARCH 21, 1989
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: CLALLAM. GRAYS HARBOR. ISLAND. JEFFERSON. KING, KITSAP.
LEWIS. MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDl IY
EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAG~~.
SNOHOMISH. THURSTON. WHATCOM AND THE PORTION OF THE FOLLOWING COUNTY
LYING WEST OF THE 120TH MERIDIAN: YAKIMA
FRINGE BENEFITS
TOTAL HOURLY BENEFITS
4.21 $/HR.
FEDERAL
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERA
RATE' RATE
...... FEDERAL WAGE RATE GROUP LISTING .*..**
GROUP 1
570-5015 CRANE - OVERHEAD. BRIDGE TYPE 19.23
100 TONS AND OVER
570-5501 CRANE 100 TONS AND OVER OR 200 FT. OF BOOM 19.23
INCLUDING JIB AND OVER
570-5506 LOADER. 8 YARDS AND OVER 19.23
570-5511 SHOVELS AND ATTACHMENTS. 6 YARDS AND OVER 19.23
GROUP 2
570-5516 CABLEWAVS 18.73
1570-5025 CRANE - OVERHEAD, BRIDGE TYPE 18.73
45 TONS THROUGH 99 TONS
570-15521 CRANE OVER 45 TONS AND UP TO 100 TONS OR 18.73
OVER 150 FT OF BOOM INCLUDING JIB
570-5536 HELICOPTER WINCH 18.73
570-554(; LOADER. OVERHEAD 6 YARDS UP TO 8 YARDS 18.73
1570-5730 MUCKING MACHINE. MOLE. TUNNEL DRILL AND/OR 18.73 l!
SHIELD
1570-5566 QUAD 9 AND SIMILAR. D-I0 AND HD-41 18.73
1570-15541 REMOTE CONTROL OPERATOR. ETC. 18.73
1570-5526 ROLLAGON 18.73 I
1570-5561 SCRAPERS. SELF-PROPELLED 45 YARDS AND OVER 18.73 0 0
570-5551 SHOVELS, BACKHOES OVER 3 YARDS TO 6 YARDS 18.73 i'
570-5556 SLIPFORM PAVERS 18.73 , '
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
MARCH 21, 1989
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: CLALLAM, GRAYS HARBOR. ISLAND. JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAGIT.
SNOHOMISH, THURSTON, WHATCOM AND THE PORTION OF THE FOLLOWING COUNTY
LYING WEST OF THE 120TH MERIDIAN: YAKIMA
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
..*... FEDERAL WAGE RATE GROUP LISTING ..**..
GROUP 2
570-5531 TOWER CRANE
570-5400 TRANSPORTERS. ALL TRACK OR TRUCK TYPE
GROUP 3
18.73
18.73
570-5576 BUMP CUTTER
570-5591 CHIPPER
570-5571 CONCRETE BATCH PLANT OPERATOR
570-5035 CRANE - OVERHEAD, BRIDGE TYPE
20 TONS THROUGH 44 TONS
570-5581 CRANES. 20 TONS THRU 45 TONS
570-5596 CRUSHERS
570-5601 DERRICK
570-5606 DRILLING MACHINE
570-5611 FINISHING MACHINE
570-5616 LOADERS. OVERHEAD UNDER 6 YARDS
570-5620 LOCOMOTIVES, ALL
570-5626 MECHANICS. ALL
570-5636 MIXERS, ASPHALT PLANT
570-5641 MOTOR PATROL GRADERS - FINISHING. BLUETOPS,
PULLING SLOPES. DITCHES. ETC.
570-5651 PILEDRIVER
570-5646 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM
ATTACHMENT
570-5676 SCRAPERS. SELF-PROPELLED UNDER 45 YARDS
570-5656 SCREED MAN
570-5661 SHOVELS. BACKHOES 3 YARDS AND UNDER
570-5666 SUB-GRADER - TRIMMER
18.29
18.29
18.29
18.29
18.29
18.29
18.29
16.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: POWER EQUIPMENT OPERATORS
MARCH 21. 1989
LOCATION: CLALLAM, GRAYS HARBOR. ISLAND, JEFFERSON, KING, KITSAP,
LEWIS, MASON, PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUND. ~Y
EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE. SAN JUAN, SKAG~r.
SNOHOMISH. THURSTON, WHATCOM AND THE PORTION OF THE FOLLOWING COUNTY
LYING WEST OF THE 120TH MERIDIAN: YAKIMA
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** FEDERAL WAGE RATE GROUP LISTING ******
GROUP 3
570-5681 TRACTOR, 60 HP AND OVER. BACKHOE AND ATTACH.
GROUP 4
570-5698 A-FRAME CRANE OVER 10 TONS
570-5736 CONCRETE PUMPS
570-5706 CONVEYORS
570-5701 CRANES, UP TO 20 TONS
570-5691 DOZERS. D-9 AND UNDER. YO-YO, PAY DOZER
570-5771 DRIVER ON TRUCK CRANES OVER 45 TONS
570-5766 EQUIPMENT SERVICE ENGINEER
570-5721 FORK LIFTS
570-5711 HOISTS. AIR TUGGERS, ETC.
570-5716 LOADERS - ELEVATING TYPE
570-5726 MOTOR PATROL GRADER - NON-FINISHING
570-5731 MUCKING MACHINE. ETC.
570-5741 ROLLERS. ON PLANT. ROADMIX OR MULTILIFT
MATERIALS
570-5746 SAWS, CONCRETE
570-5751 SCRAPERS - CARRY ALL
570-5756 SPREADERS, BLAW KNOX. ETC.
570-5776 TRACTOR, 60 HP AND UNDER. BACKHOE AND ATTACH.
570-5761 TRENCHING MACHINES
GROUP 5
570-5796 ASSISTANT ENGINEERS
570-5686 BROOMS
14
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STATE FEDERA
RATE RATE
18.29 I
17.93
17.93
17.93
17.93 '
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93 i,
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17.93
17.93
17.93
17.93
17.93
15.83
15.83
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
MARCH 21, 1969
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: CLALLAM. GRAYS HARBOR, ISLAND, JEFFERSON. KING, KITSAP,
LEWIS. MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUNDARY
EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN. SKAGIT,
SNOHOMISH, THURSTON, WHATCOM AND THE PORTION OF THE FOLLOWING COUNTY
LYING WEST OF THE 120TH MERIDIAN: YAKIMA
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** FEDERAL WAGE RATE GROUP LISTING ******
GROUP 5
570-5821 COMPRESSORS
570-5831 GRADECHECKER AND STAKEMAN
570-2715 HYDRALIFTS / BOOM TRUCKS 10 TONS AND UNDER
570-5791 OIL DISTRIBUTORS, BLOWERS, ETC.
570-5786 OILER DRIVER ON TRUCK CRANE 45 TONS AND UNDER
570-5801 PAVEMENT BREAKER
570-5806 POSTHOLE DIGGER. MECHANICAL
570-5811 POWER PLANT
570-5826 PUMPS. WATER
570-5781 ROLLER. OTHER THAN PLANT ROAD MIX
570-5816 WHEEL TRACTORS, FARMALL TYPE
OTHER
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
15.83
570-9570 FEDERAL: FOOTNOTE "D": 85% OF THE BASE RATE
PLUS FULL FRINGE BENEFITS MAY BE PAID ON THE
FOLLOWING KINDS OF PROJECTS:
1. PROJECTS INVOLVING WORK ON BRIDGES AND
STRUCTURES WHOSE TOTAL VALUE IS LESS
THAN $1,500,000 EXCLUDING MECHANICAL.
ELECTRICAL AND UTILITY PORTIONS OF
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HWY-R32320-AA
MARCH 21, 1989
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION:
CLALLAM, GRAYS HARBOR, ISLAND, JEFFERSON, KING, KITSAP,
LEWIS. MASON. PACIFIC (NORTH OF WAHKIAKUM COUNTY NORTHERN BOUND! ~Y
EXTENDED DUE WEST TO THE PACIFIC OCEAN), PIERCE, SAN JUAN, SKAG~~,
SNOHOMISH, THURSTON, wrriATCOM AND THE PORTION OF THE FOLLOWING COUNTY
LYING WEST OF THE 120TH MERIDIAN: YAKIMA !
! I,
OTHER
570-9571
THE CONTRACT. UTILITIES INCLUDE SANITARY
<< STORM SEWERAGE AND FACILITIES FOR THE
DELIVERY OF WATER. GAS, ELECTRICITY AND
COMMUNICATIONS.
2. PROJECTS OF LESS THAN $1,000.000 WHERE
NO STRUCTURES ARE INVOLVED SUCH AS SUR-
FACING AND PAVING. UTILITIES ARE
EXCLUDED FROM THE COST OF PROJECT.
3. MARINE TYPE PROJECTS SUCH AS DOCKS <<
WHARFS UNDER $150,000.
I:
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570-9572
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PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: POWER EQUIPMENT OPERATORS
--'
MARCH 21. 1989
FRINGE BENEFITS
LOCATION: CLALLAM, GRAYS HARBOR. ISLAND. JEFFERSON. KING. KITSAP, LEWIS,
PACIFIC, PIERCE. SKAGIT. SNOHOMISH, THURSTON AND WHATCOM COUNTIES
HEALTH AND WELFARE
PENSION
TRAINING FUND
1.95
2.00
.26
$/HR.
$/HR.
$/HR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP lA
570-5015 CRANE - OVERHEAD. BRIDGE TYPE
100 TONS AND OVER
570-5500 CRANE 100 TONS AND OVER OR 200 FT OF BOOM
INCLUDING JIB AND OVER
570-5505 LOADER. 8 YARDS AND OVER
570-5510 SHOVELS AND ATTACHMENTS. 6 YARDS AND OVER
GROUP 1
570-5515 CABLEWAYS
570-5025 CRANE - OVERHEAD, BRIDGE TYPE
45 TONS THROUGH 99 TONS
570-5520 CRANE 45 TONS AND UP TO 100 TONS OR
150 FT OF BOOM INCLUDING JIB
570-5535 HELICOPTER WINCH
570-5545 LOADER. OVERHEAD G YARDS UP TO 8 YARDS
570-5730 MUCKING MACHINE. MOLE. TUNNEL DRILL AND/OR
SHIELD
570-5565 QUAD 9 AND SIMILAR. D-I0 AND HD-41
570-5540 REMOTE CONTROL OPERATOR, ETC.
570-5525 ROLLAGON
570-5560 SCRAPERS. SELF-PROPELLED 45 YARDS AND OVER
570-5550 SHOVELS. BACKHOES OVER 3 YARDS TO 6 YARDS
570-5555 SLIPFORM PAVERS
570-5530 TOWER CRANE
570-5400 TRANSPORTERS. ALL TRACK OR TRUCK TYPE
17
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STATE
STATE
STATE FEDERAL
RATE RATE
19.23
19.23
19.23
19.23
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18.73
18,73
18.73
18.73
18.73
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
MARCH 21, 1989
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: CLALLAM. GRAYS HARBOR, ISLAND. JEFFERSON, KING. KITSAP, LEWIS,
PACIFIC, PIERCE. SKAGIT, SNOHOMISH. THURSTON AND WHATCOM COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 2
570-5575 BUMP CUTTER
570-5590 CHIPPER
570-5570 CONCRETE BATCH PLANT OPERATOR
570-5035 CRANE - OVERHEAD, BRIDGE TYPE
20 TONS THROUGH 44 TONS
570-5580 CRANES, 20 TONS UP TO 45 TONS
570-5595 CRUSHERS
570-5600 DERRICK
570-5605 DRILLING MACHINE
570-5610 FINISHING MACHINE
570-5615 LOADERS, OVERHEAD UNDER 6 YARDS
570-5620 LOCOMOTIVES. ALL
570-5625 MECHANICS. ALL
570-5635 MIXERS, ASPHALT PLANT
570-5640 MOTOR PATROL GRADERS - FINISHING. BLUETOPS,
PULLING SLOPES. DITCHES, ETC.
570-4730 PAVE OR CURB EXTRUDER (ASPHALT AND CONCRETE)
570-5650 PILEDRIVER
570-2975 PILEDRIVER (SKID TYPE)
570-5645 PUMP TRUCK MOUNTED CONCRETE PUMP WITH BOOM
ATTACHMENT
570-2565 ROTO-MILL PAVEMENT PROFILER
570-5675 SCRAPERS. SELF-PROPELLED UNDER 45 YARDS
570-5655 SCREED MAN
570-5660 SHOVELS. BACKHOES 3 YARDS AND UNDER
570-5665 SUB-GRADER - TRIMMMER
570-5680 TRACTOR. 60 HP AND OVER, BACKHOE AND ATTACH.
GROUP 3
570-5698 A-FRAME CRANE OVER 10 TONS
570-5735 CONCRETE PUMPS
18
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STATE FEDERA
RATE RATE
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
18.29
17.93
17.93
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: POWER EQUIPMENT OPERATORS
MARCH 21, 1989
WAGE RATES
LOCATION: CLALLAM. GRAYS HARBOR, ISLAND, JEFFERSON. KING, KITSAP, LEWIS,
PACIFIC. PIERCE. SKAGIT, SNOHOMISH, THURSTON AND WHATCOM COUNTIES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
....*. STATE WAGE RATE GROUP LISTING ******
GROUP 3
570-5705 CONVEYORS
570-5700 CRANES. UP TO 20 TONS
570-5690 DOZERS. D-9 AND UNDER, YO-YO, PAY DOZER
570-5765 EQUIPMENT SERVICE ENGINEER
570-5720 FORK LIFTS
570-5710 HOISTS. AIR TUGGERS, ETC.
570-2695 HYDRALIFTS / BOOM TRUCKS OVER 10 TONS
570-5715 LOADERS - ELEVATING TYPE
570-5725 MOTOR PATROL GRADER - NON-FINISHING
570-5785 OILER DRIVER ON TRUCK CRANE
570-5740 ROLLERS. ON PLANT, ROADMIX OR MULTILIFT
MATERIALS
570-5745 SAWS. CONCRETE
570-5750 SCRAPERS - CARRY ALL
570-2815 SCRAPERS. CONCRETE
570-5755 SPREADERS. BLAW KNOX. ETC.
570-5775 TRACTOR, 60 HP AND UNDER, BACKHOE AND ATTACH.
570-5760 TRENCHING MACHINES
GROUP 4
570-5697 A-FRAME CRANE, 10 TONS AND UNDER
570-5795 ASSISTANT ENGINEERS
570-2575 BOBCAT
570-5685 BROOMS
570-5820 COMPRESSORS
570-5830 GRADECHECKER AND STAKEMAN
570-2715 HYDRALIFTS / BOOM TRUCKS 10 TONS AND UNDER
570-5790 OIL DISTRIBUTORS. BLOWERS, ETC.
570-5800 PAVEMENT BREAKER
570-4735 PERMANENT SHAFT-TYPE ELEVATOR
570-5805 POSTHOLE DIGGER, MECHANICAL
19
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STATE FEDERAL
RATE RATE
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
17.93
15.83
15.83
15.83
15.83
15.83
115083
15.83
15.83
15.83
15.83
15.83
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
MARCH 21. 1989
OCCUPATION: POWER EQUIPMENT OPERATORS
LOCATION: CLALLAM. GRAYS HARBOR. ISLAND, JEFFERSON. KING. KITSAP, LEWIS.
PACIFIC. PIERCE, SKAGIT. SNOHOMISH, THURSTON AND WHATCOM COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
****** STATE WAGE RATE GROUP LISTING ******
GROUP 4
570-5810 POWER PLANT
570..4745 PROBE TENDER (ROTO-MILL)
570-5825 PUMPS, WATER
570-5780 ROLLER, OTHER THAN PLANT ROAD MIX
570-5815 WHEEL TRACTORS, FARMALL TYPE
OTHER
570-9569 PLEASE NOTE: EFFECTIVE JUNE 9, 1988, THE
PAYMENT OF OVERTIME RATES IS NOT REQUIRED
FOR THE FIRST TWO HOURS IN EXCESS OF EIGHT
HOURS PER DAY, MONDAY THROUGH FRIDAY, UNDER
CONDITIONS STIPULATED IN WAC 296-127-022.
570-9570 STATE: OVERTIME - ALL HOURS WORKED IN EXCESS
OF 8 HRSIDAY OR 40 HRS/WK.. MON. THRU FRI.
AND ALL HOURS WORKED SAT. (EXCEPT WHEN WORKED
AS A MAKE-UP DAY). SHALL BE PAID AT 1 1/2
TIMES THE REGULAR RATE. ALL HOURS WORKED
SUNDAYS AND HOLIDAYS SHALL BE PAID AT DOUBLE
THE REGULAR RATE.
570-9571 STATE: HOLIDAYS - NEW YEARS DAY. MEMORIAL
DAY. 4TH OF JULY, LABOR DAY. THANKSGIVING
DAY. FRIDAY AND SATURDAY FOLLOWING THANKS-
GIVING DAY AND CHRISTMAS DAY.
570-9572 STATE: LEADMAN $0.30 OVER MECHANIC
STATE FEDERA
RATE RATE
15.83
15.83
15.83
15.83
15.83
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HWY-R32320-AA
OCCUPATION: SIGN HANGERS AND SIGN PAINTERS
AND CONSTRUCTION MEN
PREVAILING MINIMUM HOURLY WAGE RATES
LOCATION: CLALLAM, ISLAND AND 3EFFERSON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
....... STATE WAGE RATE GROUP LISTING .......
640-0040 SIGN HANGER
640-0090 SIGN PAINTER
640-0115 SPRAY PAINTER
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MARCH 21, 1989
STATE FEDERAL
RATE RATE
12.15
12.15
12.15
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
OCCUPATION: TEAMSTERS
MARCH 21, 1989
LOCATION: CLALLAM, GRAYS HARBOR, 3EFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
FRINGE BENEFITS
HEALTH AND WELFARE
PENSION
1. 89 $/HR.
1. 82 $/HR.
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
...... STATE WAGE RATE GROUP LISTING ......
730-0010 A-FRAME OR HYDRALIFT TRUCKS OR SIMILAR
EQUIPMENT WHEN A-FRAME OR HYDRALIFT OR
SIMILAR EQUIPMENT IS IN USE
730-0080 BUGGYMOBILE AND SIMILAR
730-0100 BULK CEMENT TANKER
730-0120 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN
LOADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS ON 30B SITES,OTHER THAN WAREHOUSING
730-0110 BULL LIFTS, OR SIMILAR EQUIPMENT USED IN
LOADING OR UNLOADING TRUCKS, TRANSPORTING
MATERIALS ON 30B SITES,WAREHOUSING
730-0140 BUS OR EMPLOYEE HAUL
730-0200 DUMPSTERS, AND SIMILAR EQUIPMENT,TOURNO-
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER 3URISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF,UP TO AND INCLUDING 5 YAROS
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STATE
STATE
STATE FEDERAL
RATE RATE:
18.14
17.83
17.99
18.01
17.66
17.66
17.56
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
MARCH 21, 1989
OCCUPATION: TEAMSTERS
LOCATION: CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERAL
RATE RATE
****** STATE WAGE RATE GROUP LISTING ******
730-0230 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.99
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT DW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 16 YARDS TO AND INCL. 20 YARDS
730-0220 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17.94
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTI,NG MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 12 YARDS TO AND INCL. 16 YARDS
730-0210 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 17,78
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 5 YARDS TO AND INCL. 12 YARDS
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
MARCH 21, 1989
OCCUPATION: TEAMSTERS
LOCATION, CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
STATE FEDERA
RATE RATE
*..*.. STATE WAGE RATE GROUP LISTING .....*
730-0260 DUMPSTERS, AND SIMILAR EQUIPMENT,TOURNO- 18.48.
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 40 YARDS TO AND INCL. 55 YARDS
730-0250 DUMPSTERS, AND SIMILAR EQUIPMENT,TOURNO- 18.32
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF , OVER 30 YDS. TO AND INCL. 40 YDS.
730-0240 DUMPSTERS, AND SIMILAR EQUIPMENT:TOURNO- 18.16
ROCKERS, TOURNOWAGON, TOURNOTRAILER, CAT OW
SERIES, TERRA COBRA, LETOURNEAU, WESTINGHOUSE
ATHEY WAGON, EUCLID, TWO AND FOUR-WHEELED
POWER TRACTOR WITH TRAILER AND SIMILAR TOP-
LOADED EQUIPMENT TRANSPORTING MATERIAL AND
PERFORMING WORK IN TEAMSTER JURISDICTION:DUMP
TRUCKS, SIDE, END AND BOTTOM DUMP, INCLUDING
SEMI-TRUCKS AND TRAINS OR COMBINATIONS
THEREOF:OVER 20 YARDS TO AND INCL. 30 YARDS
730-0405 ESCORT DRIVER OR PILOT CAR 12.50
730-0410 EXPLOSIVE TRUCK (FIELD MIX) AND SIMILAR 17.88
EQUIPMENT
730-0460 FLAHERTY SPREADER 17.99
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HWY-R32320-AA
PREVAILING MINIMUM HOURLY WAGE RATES
MARCH 21, 1989
LOCATION, CLALLAM, GRAYS HARBOR, JEFFERSON, KING, KITSAP, LEWIS, MASON,
PACIFIC, PIERCE, AND THURSTON COUNTIES
OCCUPATION, TEAMSTERS
WAGE RATES
OCCUPATION
CODE
OCCUPATION
DESCRIPTION
...... STATE WAGE RATE GROUP LISTING *.....
730-0500 FLATBED TRUCK, DUAL REAR AXLE
730-0490 FLATBED TRUCK, SINGLE REAR AXLE
730-0610 FUEL TRUCK, GREASE TRUCK, GREASER, BATTERY
SERVICE MAN AND/OR TIRE SERVICE MAN
730-0670 HYSTER OPERATORS (HAULING BULK LOOSE
AGGREGATES)
730-0690 LEVERMAN AND LOADERS AT BUNKERS AND
BATCH PLANTS
730-0730 LOWBED AND HEAVY DUTY TRAILER: OVER 100
TONS GROSS
730-0710 LOWBED AND HEAVY DUTY TRAILER: UNDER 50
TONS GROSS
730-0720 LOWBED AND HEAVY DUTY TRAILER: 50 TONS
GROSS TO AND INCLUDING 100 TONS GROSS
730-0800 MECHANIC
730-0810 MECHANIC HELPER
730-0910 OIL DISTRIBUTOR DRIVER (ROAD)
730-1035 OIL/TRANSPORT TANKER
730-1025 PICK-UP SWEEPER
730-1010 PICK-UP TRUCK
730-1100 SCISSORS TRUCK
730-1140 SLURRY TRUCK DRIVER
730-1160 SNO-GO AND SIMILAR EQUIPMENT
30-1190 STRADDLE CARRIER (ROSS, HYSTER AND SIMILAR)
30-1200 SWAMPER
30-1300 TEAM DRIVER
30-1350 TRACTOR, SMALL RUBBER-TIRED (WHEN USED WITHIN
TEAMSTER JURISDICTION)
30-1570 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR. lOVER 20 YDS.
30-1560 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR. :OVER 16 YDS. TO AND INCL. 20 YDS.
30-1550 TRANSIT-MIX USED EXCLUSIVELY IN HEAVY
CONSTR. lOVER 12 YDS. TO AND INCL. 16 YDS.
25
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STATE FEDERAL
RATE RATE
17.77
15.75
17.66
17.83
17.56
18.32
17.86
18.16
18.00
17.41
17.99
15.37
15.75
15.75
17.66
17.88
17.88
17.83
17.56
17.61
17.66
19.01
18.85
18.69
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