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k~NTROL.
No,
28683
'TO THE 'TREASURER OF
JEFFERSON COUNTY
STATE OF WASHINGTON
PORT TOWNSEND 'WASHINGTON 98368
~'DOCUMENTIi> b ~ L,:DOCUMENT;;I"PURCHASEORDE_I.i, G'Oss~,' I", DISCOUNl:<!, Ii- P1HER""'I"" N~ I" COMME'~
Fi'f~_6 NUMBE~- fTYPEr: DATE>'! ~ . NUMBER-. t7 AMOUNT,,' r. 'AMOUNTd ., CHARGES"!' " AMOUN~' Pi n.~-
21019
8/26/3':-
1330:1
3500.00
$3,5I)C'.00
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*TYPI:.III'INVOICE lei CREDIT MEMO IDI DI!:SIT MEMO IX' CONTRACT PAVABLE
8:;:::~'~~:I~~NG'.
"'DATE
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No. 28683
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TO 'THE TREAlSURER OF
JEFFERSON COUNTY
51 ATEcFWASHINGTON
PORT TOWNSEND, WASHINGTON 98368
VENDOR.NUMBER
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PAY"'.LIr-THROUOH
.SEATTLE"PIRST :NATIONAL SANK
; POR'Y' 'TOWN.lEHD,. WAaHINOTON
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;NET.AMOUNT
*1:*$3,'500.00
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NOT NEGOTIABLE
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JEFFERBlIM COllNTY flEPARTMEIlT OF PUBLE WORKS
COURTHOUSE
F PORT TOWNSENO WASHINGTCN 98368
R
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REPLY
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COURTHOUSE
PORT TOWNSEND, WASHINGTON 98368
TEL (206)385,3505
Jefferson County
Department of Public Works
NATIONAL HISTORIC SITE
PORT IUWNSENO. WASHINGTON
8RlAN L SHELTON. DIRECTOR
December 3, 1984
Mr, KetthL, Kessler
Strtttmatter, Kessler & McCaully
407 8th Street
HoquLam, WA 9855C-3692
Re: Queets Rtver Brtdge
Dear Mr, Kessler:
For some ttme now, JeTTerson County has been expecttng a deed Tor
rtght oT way Trom Mr, George Anderson. who you represent. We have
been tnTormed that the deed has been stgned and ts tn your possesston.
Mr, Kenneth EndorT, as the county's representattve, negottated with
Mr, John Andrews, as representattve Tor Mr, Anderson, and a settle-
ment had been reached; except Tor outltntng certatn construct ton re-
lated detaLls.
Mr. Gary Rowe and Mr. Bruce Laurte, oT thts OTTtce, met wtth Mr,
Andrews at the project stte on October 26, 1984. A road constructton
agreement was prepared outltntng agreed upon constructton detatls.
Thts document should have been presented to you by Mr, Andrews.
JefTerson County has had to postpone the project bLd adverttsement to
January because oT thts delay, Please advLse Gary Rowe or myselT oT
any unsettled detaLls, and LT there Ls somethLng the county has not
yet done.
A ttmely response Ls apprecLated,
Stncerely,
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'h-e"of" ~ .~~.It!::
BrLan L. Shelton, P,E.
DLrector
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VOUCHER
COUNTY OF JEFFERSON
PORT TOWNSEND, WASHINGTON 98368
22874
WARRANT NO,
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PURCHASED BY
OFFICE OF COUNTY
AMOUNT AUTHORIZED
ACCOUNT TO BE C~ARGEC
TO
DR,
ST.
COUNTY OFFICE USE ONLY
CERTIFICATION
J. the undersigned do hereby certify under penalty of perjury. that the
materials haw been furnished. the services rendered or the labor per-
formed 8S described herein, and that the claim is 8 just, due end unpaid
obligation agllinst Jeffer50n Countv. and that J am authorized to 8uthenti-
ClUe and certify said claim.
CITY
f'~~~7J
TERMS
(title)
Signed
NOTICE-TO SECURE PAYMENT THIS FORM MUST BE MADE OUT IN
TRIPLICATE AND ITEMIZED, AND MAILED TO COUNTY AUDITOR,
COURT HOUSE.
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VENDOR (OR SELLERS) SIGNATURE NOT REQUIRED
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ALLOWED
BOARO OF COUNTY COMMISSIONERS OATE
COMMISSIONER DIST,
COMMISSIONER 0'8T,
CHAIRMAN OF BOARD
R_turn All COPM>I
'D Auditor.
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KENNETH ENDORF
Contract Right of Way Agent
Real Estate Services
Acquisition - Relocation - Appraisal
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PHONE (2061 456-1742
October 22, 1984
AOMINISTRATIVE SETTLEMENT
LETTER
Jefferson County
Department of Public Works
County Courthouse
Port Townsend, WA 98368
Attn: Mr. Gary A. Rowe
Re: Jefferson County Road #206
Queet~ River Bridge Replacement
Parcel 486-004 Anderson
Dear Gary:
Dealing with Mr. Andersen proved quite impossible. Mr. Anderson
in turn retained an attorney, Keith L. Kessler. Attorney Kessler
appointed Mr. Anderso~'s nephew, John C. Andrews of Hoquiam, WA,
to speak for the owner.
In negotiation with Mr. Andrews, he is in accord with the acquisi-
tion but will not settle for less than $3,500. Our offer is
$2,800 from Mr. Taylor's appraisal. He also wants the return of
excess right of way to Mr. Anderson and certain engineering
features. The latter requests are being taken care of by your
office.
I respectfully recommend that the County accepts the counter-
offer of $3,500. This is $700 over appraisal, Jefferson County
cannot expect to save this amount in court litigation and just
the cost of bringing the condemnation suit would be far above the
amount of $700.
Date__-L!.i~/d._
APproved~~_~~
Disapproved___________
By (ho,rz ~ 'Ro\JG
for ,Jeff rson County
41124 27th Ct. B.E.
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enneth Endorf
ontract Right f Way Agent
for Jefferson County
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Lneey, WA 98503
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Project No. SR Title Parcel
Jefferson County Road - Queets River Bridge 486-004
c.s. Federal Aid No. I Mailing Address of Subject Owner
Box 1990 Clearwater, WA Anders')n
RfW l.oClltlon 01 SUbject
George Anderson, Separate Estate - Phone 962-2020
DATE ACTIVITIES
3/28/84 Received the nackane from Garv Rowe Asst. Director of Public Works
Jefferson C:luntv bv mail. Made UP the documents for tvoina and
prepared to make apoointment with Mr. Anderson.
4/2 Called the Anderson residence 10:00 a.m, - no answer.
Called 7:00 p.lI1. and tal'<ed to Anderson. Made appointment for 1:00 p,m
Tuesday. He says he doesn't aive a darn about the bridoe, but I can
come up if I want to.
4/3 Kept appointment with Mr. Anderson at 1:00 p.m. He is elderly, I
could judge in his 80's abd confused with present events, Talks
about everything .3nd seems ,::lear at times but has strong opinions.
He wants nothing to do with the bridge, fel~ls the County don't need
it and should h3ve built it someplace else. I gave him the fair
offer letter in writing for $2,800 and brochure from the WSDOT. Also
talked about the offer and showed him what we needed on the map. I
answered his questions the best I could. He reambles quite a bit so
I left all the papers and maps with him to read later. He says hI!
won't, but he will. I spent the greater part of two hour~; making
friends with him. I told him I would see hIm in a week or ten days
and he said O.K. we got nowhere on the offer or counter-offer. I
drove back to Olympia.
4/30 Received a letter from Mr. Keith L. Kessler, saying that he now
represented Mr. Anderson. He wanted some information.
5/10 Wrote the attorney back and gave him a status report of the
t.ransaction.
5/15 Received a letter from the attorney that they have appointed Mr. J:lhn
o ACQUISITION
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('ARY OF RIGHT OF WAY ACTlVITI.
o RELOCATION ASSISTANCE
o PROPERTY MANAGEMENT
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o ACQUISITION
C ARV OF RIGHT OF WA V ACTIVITI.
o RELOCATION ASSISTANCE 0 PROPERTY MANAGEMENT
Project No. SR Title Parcel
Jefferson County Road - Queets River Bridge 486-004
c.s. Federal Aid No. I Mailing Address 01 Subject Owner
Box 1990 Clearwater, WA Anderson
R/W Location of Subject
George Anderson, Separate Estate - Phone 962-2020
DATE ACTIVITIES
5/15/8 (Cant,)
Andrews to meet with me in the matter.
5/19 Recei v,~oj a phone call from John Andrews, Hoquiam, Telephone 532-2165,
and we briefly discussed the transaction and m~,je an agreement to
mat~t after the first of June.
10/1 Called Mr, Andrews in Hoquiam and explained we l1ad received permission
from the Indians for the bridge, He said he couldn't meet with me
until the lOth of October, Made appointment for 11 :00 a.m. in
Tumwater at the.> Tyee,
10/10 Met with Mr. Andrews, and we discussed the transaction. Gave him a
map and the WD. He is going to see his uncle, Mr. Anderson.
10/13 Received a phone call from Andrews, His uncle will sign for $3,500
and certain engineering; also the excess right of way after construc-
tion. Told 11im I would agree and present it to Jefferson County if
they O.K.ed the matter, and I would send him a voucher and he could
forward both to Jefferson County. He is to talk to Gary Rowe about
the other matters.
10/15 Called Gary Rowe, Project Engineer, at oort Townsend,
Phone 385-3505 and explained the agreement of $3,500 and excess right
of way. He agreed and had been in contact with Mr. Andrews. They
are to meet on Friday. I will send a voucher to John C. Andrews
Phone: 532-2165. Route 4, Box 1750, Ho!lquiam, WA 98550
10/18 Closed the file for shipment to Jeffers6n C::Junty.
DOT I"OftM ..0.00 I
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Contract Right of Way Agent
Real Estate Services
Acquisition. Relocation. Appraisal
PHONE (206) 456-1742
Jefferson County Road No. 206
Queets River Bridge Replacement
Parcel 486-004 Anderson
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CERTIFICATE
"I hereby certify that the written instruments secured and for-
warded herewith embody all the considerations agreed upon between
me and the owner or his representative; agreement on said instru-
ments was reached without coercion, promises other than those
shown in the instruments, or threats of any kind whatsoever by or
to either party; I understand that the parcel is to be secured
for use in connection with Federal-aid project; I have no direct
or indirect present or contemplated future personal interest in
the parcel or in any benefit from the acquisition of such
property."
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STRITMATTER, KESSLER & MCCAULEY
A PRDFESSIONAl. SERVICE,CORPORATIDN
ATTORNEYS AT LAW
407 8TH STREET
HOQUlAM, WASHINGTON 98550-3692
PHONE (206) 533.2710
L.ESTER,STRITMATTER. 1912-19B2
PAUL l.. STRrTMATTER
KEITH l.. - KESSLER
F .'MARK MCCAULEY
May 15, 1984
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Kenneth Endorf
Contract Right of
4524 - 27th Court
Lacey, Washington
Way Agent
S.E.
98503
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Re: George Anderson
Jefferson County Road 206
QueetsRiver Bridge Replacement"
Parcel 486-C04 - Anderson
Dear Mr. Endorf:
Thank you for your letter of May 10, 1984. It is apparent that
Mr. Anderson needs additional information before this matter can
be resolved. To facilitate resolution of this matter with the
least expense possible, Mr. Anderson and I have authorized Mr.
Anderson'.s nephew, John C. Andrews to meet with you and/or
appropriate Jefferson County officials to obtain full information
on Mr. Anderson's behalf.
I appreciate your cooperation in meeting with Mr. Andrews and
answering his questions.
Yours,
KLK: jh
CCI George Anderson
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Keith L. Kessler 5
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KENNETH ENDORF
Contract Right of Way Agent
Real Estate Services
Acquisition - Relocation - Appraisal
PHONE (206) 456-1742
May 10, 1984
Stritmatter, Kessler & McCauley
Attorneys at Law
407 - 8th Street
HOQuiam, Washington 98550-3692
Re: Jefferson County Road #206
Queets River Bridge Replacement
Parcel 486-004 - Anderson
Dear Mr, Kessler:
I have in hand your letter informing the county you represent
Mr. George Anderson in regards to our need to obtain 1.205 acres of
right of way and construction easem~nt for ~he above referenced
bridge.
It will be my pleasure to work with you in reaching an equitable
settlement between Mr, Anderson and Jefferson County,
Your letter requests examination of the land appraisal tllat the
County bases its offer to Mr. Anderson. I regret that I am not able
to comply at this time. The appraisal belongs to the County, and I
do not have the authority other than to discuss its features.
The appraisal was performed by Mr, Donald E. Taylor, MAl, SRPA, of
Olympia and is dated January 31, 1984, It was later reviewed by
the Department of Transportation for sufficiency on February 27,
1984.
Value before acquisition (structures not included) $16,800
Value after acquisition 14,000
Value difference and our offer $ 2,800
Beginning unit value $2,000+ per acre
There is reference in your letter Mr. Anderson has furnished
materials that were presented to him at his residence on April 3rd.
The old gentleman crumpled up the offer letter, and I left another.
As it may not have reached you, a copy is enclosed for your use.
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41124 27th Ct. S.E.
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Laeey, WA 981103
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Mr. Keith L. Kessler
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May 10, 1984
Our offer was refused by Mr. Anderson, and we have been expecting
a counter offer in order to understand your client's expectation.
Please let me state if you decide to engage your own appraiser and
he differs from ours, we would be pleased to have it reviewed for
documentatio" and acceptance.
If you feel a meeting would be beneficial to further discuss th~
transaction, I await an appointment at your convenience.
Sincerely,
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Kenneth Endorf
Contract Right of Way Agent
for Jefferson COllnty
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Brian L.
Director
Attn:
Shelton, P.E.
of Pubiic Works
Gary A. Rowe
Assistant Director
Jefferson County Dept. of Public Works
Courthouse
Port Townsend, WA 98368
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STRITMATTER, KESSLER & MCCAULEY
A PROFESSIONAL. SERVICE CORPORATION
ATTORNEYS AT LAW
4D7 STH STREET
HOQUIAM. WASHINGTON 9S550-3692
PHONE (206) 533-2710
LESTER STRITMATTER. 1912.1982
PAUL L.. STRITMATTER
KEITH L. KESSLER
F. MARK MCCAULEY
April 30, 1984
Kenneth Endorf
Contract Right of Way Agent (Jefferson County)
4524 - 27th Ct. SE
Lacey, Washington 98503
Re: Jefferson County Road #206
Queets River Bridge
Replacement - Parcel 486-C04
OWner - Anderson
Dear Mr. Endorf:
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This firm represents George Anderson of Clearwater, Washington.
Recently, you wrote to Mr. Anderson to advise him that the
Jefferson County Department of Public Works had decided to
replace the Queets River Bridge located next to the property
owned by Mr. Anderson near Clearwater. I am in receipt of the
materials that you sent to Mr. Anderson. In order to assess the
propriety of the offer by Jefferson County to purchase Mr.
Anderson's property for $2,8CC, it will be necessary for us to
review the County's appraisal. I would appreciate your providing
me with a copy of that appraisal, as well as all other documents
and memoranda which are relevant to the value of Mr. Anderson's
property and surround~n9 properties, as soon as possible.
Thank you for your prompt attention to this request.
Yours,
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cc: George Anderson
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KENNETH ENDORF
Contract Right of Way Agent
Real Estate Services
Acquisition - Relocation - Appraisal
PHONE (206) 456.1742
FAIR OFFER LETTER
Mr. George Anderson
Box 1990 ~
Clearwater, WA
Re: Jefferson County Road #206
Queets River Bridge
Replacement - Parcel 486-004
Owner - Anderson
Denr Mr, Anderson:
Jefferson County Department of oublic Works has decided to replace
the Queets River Bridge adjacent to property you own near Clear-
water, Washington. The present bridge is becoming unserviceable
and presents problems to its users.
It is necessary to acquire property rights from your ownership
consisting of fee right of way acquisition; also, construction
easements that cease upon acceptance of the project by Jefferson
County, A copy of Jefferson County Road Plan of Project 486
showing their needs is attached for your consideration.
The County has had the property appraised by a qualified appraiser
with many years' experience in the appraisal field and had the
appraisal reviewed by the Washington state Department of Transpor-
tation as to its sufficiency.
Jefferson County will need to purchase 1.205 acres of right of way
and obtain 0.736 acres for construction purposes, and their offer
of compensation is $2,800.
This offer is thp. fair market value as determined by Jefferson
County through the appraisal ~rocess. If you decide to have our
offer evaluated, the County, in accordance with Eminent Domain
statutes, Chapter 8.25.020, state of Washington, will reimburse
up to $200.00 of the total evaluation cost, provided that you
submit the bills or paid receipts.
4G24 27th Ct. B.E.
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Payment for your property rights will b~ made available to you
about 30 days after you accept the fair offer and a voucher is
forwarded for payment, provided that there is no delay in closing
the transaction because of clearance of title encumbrances.
If you reject this offer, the County may use its right to acquire
propert~ for pUblic use (Eminent Domain) and will refer the matter
to the courts. In conformity with the Washington state Constitu-
tion and laws, the attorney will file a condemna~ion suit to
obtain an "Order of Public Use and Necessity," and a trial will ~
be arranged to determine the fair market value to be paid for the
property rights. On the date of referral of the case to the
attorney, the offer as stated herein is withdrawn.
The attached brochure by the Washington state Department of Trans-
portation provides explan3tion of the County acquisition proced-
ures and the relocation assistance program when applicable to the
acquisition.
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I sincerely hope this information is useful to you and that you
reach a decision as to the offer in the near futurp..
Sincerely,
Jefferson ounty
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By: Kenneth Endorf
Contract Right of Way Age t
for Jefferson County
Receipt of this letter is
stitute acceptance of the
hereby acknowledged and does not con-
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WARRANTY DEED
IN THE MATTER of Jefferson County Road No. 206, Project 486,
Queets River Bridge Replacement:
KNOW ALL MEN BY THESe PRESENTS, that the Grantor, GEORGE
ANDERSON, as his separate estate, for and in the consideration of
Ten Dollars ($10.00) and other valuable consideration, hereby
conveys and warrants to the COUNTY OF JEFFERSON the following
described real estate, Parcel A, situated in Jefferson County,
in the State of Washington, to the same extent and purpose as if
the rights herein granted had been acquired under Eminent Domain
statute of the State of Washington:
Parcel A:
A portion of Government Lot 13, Section 29, Township 24 North,
Range 12 West, Willamette Meridian:
Beginning at the fifty mile post on the Quinault Indian Reserva-
tion boundary of said Section 29, from which the forty nine and
one half mile post bears S 70017'59" E, a distance of 2772,59
feet, thence S 70017'59" E along said Quinault Indian Reservation
boundary line a distance of 88,57 feet, to the easterly margin of
said county road Project 486 and true point of beginning, thence
along the easterly boundary of said county road project 486 along
the arc of a 542.96 ft. radius curve which long chord bears
S 12034'32" E a distance of 10.93 feet, thence S 13009'09" E a
distance of 212.08 feet, thence N 76050'51" E a distance of 20.00
feet, thence S 13009'09" E a distance of 77.19 feet, thence alon~
the arc of a 898.83 ft, radius curve which long chord bears
S 05037'58" E a distance of 235.26 feet, thence 5 88006'47" E a
distance of 10.00 feet, thence along the arc of a 908,83 ft,
radius curve which long chord bears S 06016'21" W a distance of
138,99 feet, thence S 10039'29" W a distance of 70.06 feet, thence
S 79020'31" E a distance of 10,00 feet, thence S 10039'29" W a
distance of 100,00 feet, thence S 79020'31" E a distance of 20,00
feet, thence S 10039'29" W a distance of 32,50 feet to the approxi-
mate mean high water line of the Queets River, thence S 23059'35"
W along said approximate mean high water line of said Queets River
a distance of 69,37 feet, thence S 11028'35" W a distanre of
70.01 feet, thence S 39058'26" W a distance of 149,09 feet, thence
S 44004'58" W a distance of 59.91 feet, thence S 76058'33" W a
distance of 51,32 feet to the westerly margin of said county road
Project 486, thence N 10039'29" E along said westerly margin of
said county road Project 486 a distance of 370.61 feet, thence
S 79020'31" E a distance of 10.00 feet, thence N 10039'29" E a
distance of 100.00 feet, thence S 79020'31" E a distance of 10.00
feet, thence N 10039'29" E a distance of 70,06 feet, thence along
the arc of a 788.83 ft. radius curve which long chord bears
N 09038'51" E a distance of 27.82 feet, thence S 81021'47" E a
distance of 10.00 feet, thence along the arc of a 798.83 ft.
radius curve which long chord bears N 01053'14" E a distance of
187.78 feet, thence N 85008'14" E a distance of 10.00 feet, thence
along the arc of a 808.83 ft. radius curve which long chord bears
N 08014'17" W a distance of 95.23 feet, thence N 78023'13" E a
distance of 10.00 feet, thence along the arc of a 818,83 ft.
radius curve which long chord bears N 12022'58" W a distance of
22.00 feet, thence N 13009'09" W a distance of 289.28 feet, thence
along the arc of a 602.96 ft. radius curve which long chord bears
N 10050'47" W a dislance of 48.53 feet to the boundary of said
Quinault Indian Reservation thence 570017'59" E along said boundary
of tI'e Quin'3ult Indian Reservation a dIstance of 69,23 feet to th~
true point of beginning.
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EXCEPT that portion thereof for existing county road right of way
Project 486, The above Parcel A contains an area of 1.205 acres,
more or less.
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The Grantor does hereby grant unto Jefferson County the non-
exclusive right to enter upon lands further described as Parcels B
and C for any and all purposes incidental to the construction of
the above-mentioned highway. and bridge, which lands are situate
in Jefferson County, state of Washington, described as follows, to
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Parcel B
A portion of Government Lot 13, Section 29, Township 24 North,
Range 12 West, Willamette Meridian:
Beginning at the fifty mile post on the Quinault Indian Reservation
boundary of said Section 29, from which the forty nine and one half
mile post bears S 70017'59" E a distance of 2772.59 feet, thence
S 70017'59" E along said Quinault Indian Reservation boundary a
distance of 19,34 feet to the westerly margin of said county road
Project 486, thence along the westerly margin of said county road
Project 485 along the arc of a 602~96 ft. radius curve which long
chord bears S 10050'47" E a distance of 48.53 feet, thence S 130
09'09" E a distance of 212.09 feet to the true point of beginning,
thence S 13009'09" E along the westerly margin of said county road
Project 486 a distance of 77.19 feet, thence along the arc of a
818.83 ft. radius curve which long chord bears S 12022'58" E a
distance of 22 ft, thence S 78023'13" W a distance of 10.00 feet,
thence along the arc of 3 808.83 ft. radius curve which long chord
bears S 08014'17" E a distance of 95,23 feet, thence S 85008'14" W
a distance of 10,00 feet, thence along the arc of a 798.83 ft.
radius curve which long chord bears S 01053'14" W a distance of
187.78 feet, thence N 81021'47" W a distance of 10,00 feet, thence
along the arc of a 788.83 ft. radius curve which long chord bears
S 09038'51" W a distance of 27.82 feet, thence S 10039'29" W a
distance of 70,06 feet, thence N 79020'31" W a distance of 10,00
feet,thence S 10039'29" W a distance of 100.00 feet, thence
N 79020'31" W a distance of 10.00 feet, thence S 10039'29" W a
distance of 370,61 feet to the approximat~ mean .high water line of
the Queets River, thence S 76058 '33" ~I along said approximate mean
high water line a distance of 10.92 feet, thence N 51041'46" W a
distance of 23.71 feet, thence N 16046'25" E a distance of 281.60
feet, thence N 06040'01" E a distance of 43.11 feet, thence
N 69052'47" W a distance of 18.25 feet, thence S 34040'42" W a
distance of 44.22 feet, thence N 10039'29" E a distance of
78.39 feet, thence S 79020'31" E a distance of 10.00 feet, thence
N 14035'43" E a distance of 197.07 feet, thence along the arc of
a 752.83 ft~ radius curve which long chord bears N 05015'44" E a
distance of 88.64 feet, thence N 08037'18" E a distance of 90.99
feet, thence along the arc of a 768.83 ft. radius curve which
long chord bears N 08014'17" W a distance of 90.52 feet, thence
N 78023'13" E a distance of 40,00 feet, thence along the arc of a
808.83 ft. radius curve which long chord bears N 12022'58" W a
distance of 21.73 feet, thence N 13009'09" W a distance of 77.19
feet, thence N 76050'51" E a distance of 10.00 feet to the
westerly margin of said county road Project 486 and true point of
beginning.
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The above parcel of land contains an area of 0.614 acres, more or
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Parcel C:
A portion of Government Lot 13, of Section 29, Township 24 North,
Range 12 West, Willamette Meridian:
Beginning at the fifty mile post on the Quinault Indian Reservation
bOJndary of said Section 29, from which the forty nine and one half
mile post bears S 70017'59" E a distance of 2772,59 feet, thence
S 70017'59" E along said Quinault Indian Reservation boundary a
distance of 88,57 feet, to the easterly margin of said county road
Project 486, thence along said easterly margin of county road
Project 486 along the arc of a 542.96 ft, radius curve which long
chord bears S 12034'32" E a distance of 10.93 feet, thence
S 13009'09" E a distance of 212.08 feet, thence N 76050'51" E a 1
distance of 20,00 feet, thence S 13009'09" E a distance of 50,00
feet to the true point of beginning, thence N 76050'51" E a distance
of 50,00 feet, thence S 13009'09" E a distance of 27.19 feet, thence
along the arc of a 948.83 ft. radius curve which long chord bears
S 10041'43" E a distance of 81.36 feet, thence S 81045'44" W a
distance of 50,00 feet to the easterly margin of said county road
Project 486, thence along said easterly margin of county road
Project 486 along the 3rc of a 898,83 ft. radius curve which long
chord bears N 10041'43" W a distance of 77.07 feet, thence N 130
09'09" W a distance of 27,19 feet to the true point of beginning.
The above parcel of alnd contains an area of 0.122 acres, more or
less.
It is further understood and agreed that Jefferson County will
indemnify and save the grantor harmless from all claims and causes
of action of any nature whatsoever arising out of the use of the
construction rights herein granted.
Construction rights granted herein, shall terminate automatically
anj without notice unpon acceptance of the project by Jefferson
County after completion of construction.
Dated this
day of
, 1984.
George Anderson
state of Washington
County of
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)ss
)
On this day personally appeared before me George Anderson, to me
known to be the individual described in and who executed the
withi~ and foregoing instrument, and acknowledged that he signed
the same as his free and voluntary act and d3ed, for the uses and
purposes therein mentioned.
GIVEN under my hand and official seal this
, 1984.
day of
Notary Public in and for the
State of Washington, residing at
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Jefferson County
Department of Public Works
COURTHOUSE
PORT TOWNSEND, WASHINGTON 98368
TEL. (206)385.3505
-~
JEFFERSON COUNTY COURTHOUSE
NATIONAL HISTORIC SITE
PORT TOWNSEND, WASHINGTON
BRIAN L SHELTON, DIRECTOR
March 26, 1984
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Mr. Ken Endorf
4524 27th Ct, S.E.
Lacey. WA 98503
Re: Queets River Bridge
Dear Mr. Endorf:
Enclosed is the legal description and appraisal for right of way for the
Queets River Bridge across the Anderson property, You are hereby authori-
zed to proceed with negotiation and acquisition for the right of way for
the appraised value. All work must be done in accordance with state and
federal guidelines for right of way acquisition.
Your prompt attention to this pI'oject is important. Due to several delays,
the project is behind schedule. If right of way can be acquired soon. we
may still be able to get the bridge started this year. Thank you and good
luck. J
YOU~ trUlY"
.k' (A..-7 a. k~<--
Brian L. Shelton. P.E.
Director of Public Works
by Gary A. Rowe
Assistant Director
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State Aid
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FOR SALE BY
METSKER MAC;
TO\/NSHIP 24 N.;,
JEFFERSON COUI
In SOUTH 10TH ST.. TACOMA. WASHINGTON
l00s5ECOND AVE.. SEATTLE, WASHINGTON
FEe. 1976
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GOVERNMgNT LOT # 13, LOTY lb
R/W EASEMENT DESCRIPTION
SECTION 29, T. 24 N" R. 12 W., W, M.
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A PARCEL OF ROAD RIGHT-OF-WAY FOR COUNTY ROAD PROJECT 4d6 AS SHOWN ON
ATTACHED JEFFERSON COUNTY RIGHT-OF-WAY MAP, APPROVED MARCH 14, 19H3,
SAID PARCEL OF LA~U BEING SITUATED IN GOV. LOT 13 OF SECTION 29,
TOWNSHIP 24 NORTH, RANGE 12 W~ST, WILLAMETTg MERIDIAN, COUNTY OF
JEFFERSON, STATE OF WASHINGTON.
SAID PARCEL OF LAND BEING MOR~ PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT TH~ FIFTY MIL~ POST ON rHE QUINAULT INDIAN RESERVATION
BOUNDARY OF SAID SECTION 29, FROM WHICH THg FOrlTY NINE AND ONE HALF
MILE POST SEARS S 10 11 59 E A DISTANCE OF 2712.59 FEET, THENCE S 10
1'{ 59 E ALONG SAID QUINAULT INDIAN RESERVATION BOUNDARY LINE A
DISTANCE OF dd.?1 F~~T, TO THE EASTERLY MARGIN OF SAID COUNTY ROAD
PROJECT 4d6 AND TRUE POINT OF BEGINNING, THENCE ALONG THE EASTERLY
BOUNDARY OF SAID COUNTY ROAD PROJECT 486 ALONG THE ARC OF A 542.96
FT. RADIUS CURVE WHICH LONG CHORD BEARS S 12 ~4 32 g A DISTANCE OF
10,9~ FEgT, THENCE S 13 09 09 E A DISTANCE OF 212.08 FEET, THENCE N 16
50 ?1 E A DISTANCE OF 20.00 FEET, THENCE S 13 09 09 E A DISTANCE OF
11.19 FEET, THENCE ALONG THE ARC OF A 89b.d3 FT. RADIUS CURVE WHICH
LONG CHORD BEARS S O~ 31 ~d E A DISTANCE OF 235.20 FEET, THENCE S d8
Db 41 E A DISTANCE OF 10.00 FEET, THENCE ALONG THE ARC OF A 908.8~ FT.
HA1HUS CURVt:: WIHCH LUNG CIIORU UEARS S Ob 16 21 W A DISTANCE OF 138.99
FEET, THENCE S 10 3Y ~y W A DISTANCE O~ 70.06 FK~T, THENCE S x~ 20 31
~ A UISTANC~ OF 10.00 F~~T, TH~NCE S 10 39 29 W A DISTANCE OF 100.00
FEET, THENce ~ 1Y 20 31 E A uISTA~CE O~ 20.00 FEET, THENCE S 10 39 29
W A DISTANCE OF 3d.50 FEET TO THE APPROXIMATE MEAN HIGH WATER LINE OF
TriE QUEETS RIVER, THENC~ S 23 59 ~5 W ALONG SAID APPROXIMATE MEAN HIGH
WATER LIN~ OF SAID QUEETS RIV~R A UISTANCE OF 69.31 FEET, THENCE S 11
2d ~5 W A DISTANCE 0' 70.01 FEET , THENCE S 39 58 26 W A DISTANCE OF
149.09 FEEf, THENCE S 44 04 ~d W A DISTANCE OF 5Y.Yl FEET, THENCE S 16
~d 3~ W A UISTANCE OF ~1.32 FEET TO THE WESTERLY MARGIN OF SAID COUNTY
ROAD PROJECT 480, THENCE N 10 3Y 2y E ALONG SAID WESTERLY MARGIN OF
SAID COUNTY ROAD PROJECT 486 A DISTANCE OF 310.61 'FEET, THENCE S 19 20
3 I E A DIs'rANCE O~ 10.00 r'EET, 'I'Ht::NCE N 10 39 29 E A DISTANCE OF
100.00 FEET, THENCE S 7Y 20 31 E A DISTANCE OF 10.00 FEET, THENCE N lC
3Y 2Y E A DISTANCE UF 10.00 F~ET, THENCE ALONG THE ARC OF A 188.83 FT.
RADIUS CURVE WHICH LONG CHORD dEAHS N OY 38 51 E A DISTANCE OF 27.82
FEET, TriENCE S dl 21 47 E A DISTANCE OF 10.00 FEET, THENCE ALONG THE
ARC OF A 19b.t!3 1'''1'. RADLU::l CUHVt:: WIHCII LONG CHORD BEARS N 01 53 14 E A
DISTANCE OF ld7.1d FEET, THENCE N 85 08 14 E A DISTANCE OF 10.00 FEET,
THENCE ALONG THE ARC OF A dOb,d] FT. RADLUS CURVE WHICH LONG CHORD
)JEARS N Utl 14 1'{ W A DIS'I'ANClll Or' Y5.2j r'EE'!', '!'HENCE N 1H 23 13 E A
DISTANCE OF 10.00 FEET, TIIENC!:: ALONO THE ARC OF A 818.d3 FT. RADIUS
CURVE WHICH LONG CIIOHD llt::A1l3 N 12 22 !:It! W A uIS1'ANCE 0/:0' 22.00 /:O'EE'r,
THENCE N 13 OY OY W A uI::lTANCE OF 28y.28 FEt::T, THENCE ALONG THE ARC OF
A l102.9o f"r. RADIUS CUHVE WI!!Ctl LONG CHORD llEAHS N 10 50 111 W A
DISTANCE: 0/:0' 4d.~j FEET TU TilE UOUNDAHY 0/:0' SAID QUINAULT INDIAN
REseRVATION, THENC~ ~ 1~ 11 ~y ~ ALONG SAID 1l0UNDAHY OF TH~ QUINAULT
INDIAN RESEHVATION A DISTANC~ OF bY.23 F~~T TO TH~ TijU~ POINT OF
tlEGINNING.
TH~ ABOVE PARCBL or LAND CONTAINS AN AH~A OF 2.~6~ ACH~~.
LESS EXISTING RIGHT OF WAY OF 1.o~7 ACReS
NgT 1.205 ACRES
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GOVErlNMENT LOT .13
EASEMeNT FOR CO;';S'i'RUCTION PUHPOSES ONLY
Lor #20, SECTION 29, T. 24 N" R 12 W., W. M.
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A PARCEL OF EXISTING AND PROPOSED ROAD RIGHT-OF-WAY FOR COUNTY ROAD
PROJ~CT 4db AS SHOWN ON ATTACHED JEFFERSON COUNTY RIGHT-OF-WAY MAP,
APPROVED MARCH 14, 19d3, SAID PARCEL OF LAND BEING SITUATED IN GOV.
LOT 13 OF SECTION 2~, TOWNSHIP 24 NORTH, RANGE 12 WEST, WILLAMETTE
MERIDIAN, COUNTY OF JEFFERSON, STATE OF WASHINGTON.
SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCHIBED AS FOLLOWS:
BEGINNING AT THE FIFTY MILE fOST ON THE QUINAULT INDIAN RESERVATION
BOUNDARY OF SAID SECTION 29, FHOM WHICH THE FORTY NINE AND ONE HALF
MILE POST dEAHS S 70 17 ~9 E A DISTANCE OF 2772.59 FEeT, THENCE S 70
17 59 E ALONG SAID QUI NAULT INDIAN RESERVATION BOUNDARY A DISTANCE OF
1~.34 FEET TO THE WESTERLY MAHGIN OF SAID COUNTY ROAD PROJECT 486,
THeNCE ALONG TH~ WESTERLY MAHGIN OF SAID COUNTY ROAD PROJECT 4d6 ALONG
rHE ARC OF A 602.96 FT. RADIUS CURVE WHICH LONG CHORD BEARS S 10 50
47 E A DISTANCE OF 48,53 FEET, THENCE S 13 09 09 E A DISTANCE OF
212.09 FEET TO rHE TRUE POINT OF BEGINNING, THENCE S 13 09 09 E ALONG
THE WESTERLY MARGIN OF SAID COUNTY ROAD PROJECT 486 A DISTANCE OF
77,19 FEET, THENCE ALONG THE ARC OF A d18.83 FT. RADIUS CURVE WHICH
LONG CHORD BEARS S 12 22 5d E A DISTANCE OF 22.00, THENCE S 78 23 13 W
A DISTANCE OF 10,00 FEET, THENCE ALONG THE ARC OF A d08.83 FT. RADIUS
CURVE WHICH LONG CHORD BEARS S Od 14 17 E A DISTANCE OF 95.23 FEET,
THE:NCE S d5 Oil 14 W A DISTANCE OF 10.00 FEET, THENCE ALONG THE ARC OF
A 7')d.tl3 FT. RADIUS CURVE WHICH LONG CHORD BEARS S 01 53 14 W A
DISTANCE OF lo'7.7d FEET, THENCE N dl 21 47 W A DISTANCE OF 10.00 FEET,
TH~NCE ALONG THE ARC OF A 788.83 FT. RADIUS CURVE WHICH LONG CHORD
d~AriS S O~ 3C:l 51 W A DISTANC~ OF 27.82 FEET, THENCE S 10 39 29 W A
DISTANCE OF 70,06 FEET, THENCE N 79 20 31 W A DISTANCE OF 10.00 FEET,
THENC~ S 10 39 29 W A DISTANC~ OF 100.00 FEET, THENCE N 79 20 31 W A
DISTANCE OF 10.00 FEET, THENCE S 10 39'29 W A DISTANCE OF 370.61 FEET
TO THE APPHOXIMAT~ MEAN HIGH WATER LINE OF THE QUEETS RIVER, THENCE S
76 5d 33 W ALONG SAID APPROXIMATE MEAN HIGH WATER LINE A DISTANCE OF
10.92 FEET, THENCE N 51 41 46 W A DISTANCE OF 23.71 FEET, THENCE N 16
46 25 E A DISTANCE OF 2dl.00 FEET, THENCE N 06 40 01 E A DISTANCE OF
43.11 FEET, THENCE N 69 52 47 W A DISTANCE OF 18.2~ FEET, THENCE S 34
40 42 W A DISTANCE OF 44.22 FEET, THENCE N 10 39 29 E A DISTANCE OF
78.39 FEET, THENCE S 79 20 31 E A DISTANCE OF 10.00 FEET, THENCE N 14
35 43 E A DISTANCE OF 1 ~7. 07 Fe!::T, THENCE ALONG THE ARC OF A 752.83
FT. RADIUS CURVE WHICH LONG CHOHD BEARS N 05 15 ij4 E A DISTANCE OF
dd.o4 FEET, THENCE N Od 37 ld E A DISTANCE OF ~0.99 FEET, THENCE ALONG
'j'HE ARC OF A 7613.83 RADIUS CURVE WHICH LONG CHORD BE:ARS N 08 14 17 W A
DI~TANCE OF ~0.52 FEET, THENCE N 78 23 13 E A DISTANCE OF 40.00 FEET,
TriENCE ALONG TH~ ARC OF A bOd.d3 FT. RADIUS CURVE WHICH LONG CHORD
~EAHS N 12 22 5d W A DISTANCE OF 21.73 FEET, THENCE N 13 09 09 W A
DISTANCE OF 77.19 FEET, THENCE N 76 50 51 E A DISTANCE OF 10.00 FEET
TO THE WESTERLY MARGIN OF SAID COUNTY HOAD PROJECT 486 AND TRUE POINT
01" BEGINNING.
fHE ABOVE PARCEL OF LAND CONTAINS A AREA OF 0.b14 ACRES.
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~AS~M~NT FOR CONSTRUCTION PURPOSES ONLY
LOT u 21, SE;CTION 29, T. 211 N., n. 12 W., W. M.
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A PARCeL OF EXiSTING ~ND PROPOSED ROAD HIGHT-OF-WAY FOR COUNTY ROAD
PKOJ"CT 4ti6 AS SHOWN ON ATTACHED JEfFERSON COUNTY RIGHT-OF-WAY MAP,
APPROVED MARCH 14, 1903, SAID P~RCEL OF LAND BEING SITUATED IN GOV.
LOT 13 OF S~CTION 29, TOWNSHIP 24 NORTH, RANGE 12 WEST, WILLAMETTE
MERIDIA~, COUNTY OF J~FF~RSON, STAT~ OF WASHINGTON.
SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BE;GINNING AT THE FIFTY MILE POST ON THE QUINAULT INDIAN RESERVATION
BOUNDARY OF SAID SECTION 29, fROM WHICH THE FORTY NINE AND ONE HALF
MILE POST BEARS S 70 17 59 E A DISTANCE OF 2172.59 FEET, THENCE S 70
H ~9 E ALONG SAID QUINAULT INDIAN RESERVATION BOUNDARY A DISTANCE OF
do.?7 FEET, TO THE EASTERLY MARGIN OF SAID COUNTY ROAD PROJECT 486,
TH~NCE; ALONG SAID EASTERLY .MARGIN OF COUNTY ROAD PROJECT 4~6 ALONG THE
ARC OF OF 542.9b FT. RADIUS' CURVE WHICH LONG CHORD BEARS S 12 34 32 E
A DISTANCE OF 10.93 FEET, THENCE S 13 09 09 E A DISTANCE OF 212.0d
FEET, THENCE N 16 50 51 E A DISTaNCE OF 20.00 FE"T, THENCE S 13 09 09
E A DISTANCE OF 50.00 FEET TO THE TRUE POINT OF BEGINNING, THENCE N 16
50 51 E A DISTANCE OF 50.00 FEET, THENCES 13 09 09 E A DISTANCE OF
27.19 FEET, THENCE ALONG THE ARC OF A 948.83 FT. RADIUS CURVE WHICH
LONG CHORD BEARS S 10 41 43 E A DISTANCE OF 81.36 FEET, THENCE S 01 45
44 W A DISTANCE OF 50.00 FEET TO THE EASTERLY MARGIN OF SAID COUNTY
ROAD PROJECT 4d6, THENCE ALONG SAID EASTERLY MARGIN OF COUNTY ROAD
PROJECT 1l~6 ALONG THE ARC OF A d98.83 FT. RADIUS CURVE WHICH LONG
CHORD BEARS N 10 41 43 W A DISTANCE OF 11.01 FEET, THENCE N 13 09 09 w
A DISTANCE OF 21.19 FEET TO THE TRUE POINT OF BEGINNING.
TH~ ABOV~ PARCEL OF LAND CONTAINS AN AREA OF 0.122 ACRES.
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LIMITED LIABILITY REPORT
JOHN C, NESSEl
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ORDER NO. R-26627
TO: Jefferson County Engineers
County Courthouse
Por~ Townsend, WA 98368
Dear Sirr
This is 'a report as of December 23, 1982 at 8:00 A.H. covering
the following property:
Governme~t Lots 13 and 14, Section 29, Township 24 North, Range
12 West,iW.H. in Jefferson County, Washington, EXCEPT a right-of-way
60 feet 10 width conveyed ~o JefEerson County for public road by
Deed recorded in Volume 98 of Deeds, page 290, records of Jefferson
County, Washington.
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Record title is vested in:
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SUBJECT To:
1. EAS~,
GRANTEE
PURPOSE
GEORGE ANDERSON, as his separate
estate r.(..)''; .... "
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AND THE TERMS AND CONDITIONS THEREOF:
Jefferson County
The right to, enter upon the above described
land to construct, reconstruct, maintain and
repair a bank protection and/or other flood
control works, including all appurtenanc..
thereto, together with any enlargement or
recODstruction thereof, and to tr~. cut, fell
and remove all. 8uch trees, brush and other
natural growth and obstructions a8 are
. necessary to provide adequate clearance and
to eliminate interference with, or hazard.,
to, the structures, improvements or utilities
placed on, over or under sllid land; and
included a8 an appurtenance to said ea.ement
is a right of acce.s thereto over any other
lande owned by first party
Government Lot 13 of add premises
June 11. 1968
June 12. 1968
196347
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AFFECTS
DATED
RECORDED
RE'fRDING NO,
(cont1oued)
lI38 W..hlnglon 81, . P,O,IIoll25e. Port TownMnd. WA lIlI3lI8 · (200) 38&-2000
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R-26627~
continued
2, Reservations contained in deed recorded under Recording No.
125352, as follows:
RESERVING AND EXCEPTING to the Grantor herein all oil rights
on the above described lands,
RESERVING AND EXCEPTING to the Grantor herein all precious
min~ral rights on the above described lands.
Reserving the right of ingress and egress in pursuit of the
above rights,
Any question that may arise due to shifting and changing
in ~ourse of the Clearwater River and the Queets River.
\.}
3.
4,
Subject
QuiQalt
~
General
to the ordinance and conditions set forth by the
Indian Tribal Council.
5,
taxes for
the year 1982 have been paid as
AMOUNT BILLED AMOUNT PAID
$234.67 $234.67
follows:
AMOUNT DUE
- 0 -
PARCEL NO,
412~93001
~
1982
This report 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 of the Company
if limited to the compensation received therefor.
~EF.F N ~~. 14j'
By' E MARLER./Tl~ofli~er
Charge: $75.00
Tax;- : 5.02
Tot~l $80.02
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'1':le G:-ar.tor, · · ~ CODVf.:!':' e.:J:1 \'Inrrc.nt::: to Elvin O. 03.sor. e.nci'
r. D. O:::;born, thE f.ollo.':in:- ciescribec rel.1l el;tc.te, situcted in the
Cour.t~, of' ;; eff'e:rf:o::, State of \'ieshin[:ton: .
Lot~ 1:; tm:i 14, Sectio:: 29, Township 24 l;ort!':, Ra.nc:e 12 \':e:::;t,
~':. 1.:., cO!:l'te,1ninr; 22.10 acre:; rlore or le!:f:.
E):C~~ e right o~ way 60 ~eet wide conYeye~ to Je~ferson County
for public roau b~' deed recorded in Volu!:Ie 9C o~' Deed~. page 290,
~ecoru~ o~' .sr.i d COU:lt~r.
'I'. TI:ES=:?\"P;:; J-SD r::-:CEF'I'I;:G tC' The Grantor herein wl oil rif,hts on
~h~ abov€ described lrmd:,:. .
, R:::S:,:.\'I!::J JJ~J E:':C:E?TI):::: 1.0 t.he Crc.lltor lJerf:in nll precious ~ine
tiGhtc on the abovL describec lance.
. :,essr\'in~ t,~e r.ic:.ht of' IT.cress nnd :E:;.re:::;s in pursuit of t.he abo
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en.oo), ncalpt. of Wh1ch 1. _Dclw~dp4, and t.t. _.ftto. 1lh1oh wUl .en.
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blIN\1J ~_, n~_ ..4 t.....r flldtGl&1a WJto aacaaS peR7, tu .........
and a.a1sne. an .a_nt an41'1J!1t of wq tor the JIU'POIIa. "nSaltl\er -'Boll,
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01 land dt.ullte 111 .l.fteraon CourJt7, lSt.at.. of Wa/;h1ftgt.aD, deacrlbad.. tOU,,' '.
Goftnwent Lot. 13, Soct.1OD 29. TCNDlIhip 24 Jiort.b, BaDge 12. Vut, V.JI.
V',, J1y1Dg bet.nen t.he Clearvat.er CoWlt.;y road IInd t.ha I_lit .leylltloD of t.bI
Clearwater, BiTer
Sald easement. and r1rht ot wIG' are tor the follow1Dl ~all The rSaht
to ent.er upon the above-deacrlbed land too eonatruet, ll'IcONrtZ'LIct., llldnt.a1n .nd
repair a bank protect.1on rAnd/or other nood control woru, including all appur-
tenencell t.hereto, toeether with aro' enl&re"lllent C1I" reconet.rueU,on there-or, aDd
t.o tr1lll. cut. tall and remoft all euch t.reell, brush and ot.her nat.lU'al IrawUI
and oblltruetlone a. are necessary t.o provi.de adequllta cl.arancD and to e1.:1Ja1nat..
1nt.erf'erence wit.h. OJ' hnarcSa t.o, the at.rueturea, UlproTe_nt.1I or ut.ilttiea pl.cad
on. over or under .ald land; and lncludad a. .n appW"tanalllCD t.o edd .8II_nt. 1,
a right ot aceca. t.hereto over arcr other landa owned b.1 tint. part)'.
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shall hav. the r1pt. t.o appropriata tr_ t.hIl land abova-dellcrlbe4, INch t.1Aber. i
rock. elllrt.h or sr..l a. 11I87 be IIIIcauar;y tor t.he comrt.n1ct.1on or npa1l' of \i
all14 bank prot.at't1an and/or ~lood control worb.
; It Sa further underatood and _pwed t.hat .aconeS p'an;r t4ll np~ctI aJV' I
t.~_. thllt 8IlIlIt. be nlllQlNd dur1DI eClll8t.Il'Uet.lono
, It. 18 turt.her underatood aDd .cned t.hot _qy prlnt.a roa~ 01' drl.....",. utHl~ .."
dur'1.nc cODlltnact.10D t4ll be relltoneS \1J ..coneS part7 t.o t.h.ir 01'1paa1 - -..t.ar IIlo ,
c~t.lan upclD CClllp1atlCD of ~ work. C
, 'l'ba cOIIIIldarGtlCD abon_mlmed 18 accapted u fQl1 cCl8peDllatlaD ~... aU ~
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. '1'0 be... and t.o hold, eU and .lft6:u3.U' the a.sd ..._1& and J'SPd. eI .....
t.~bar v1tb aJlPll't.lnuce., unto ..cCllllll part)', it.. ReC...anI and ...1....
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lnIIt.,..nt., and uknoWl.edpd to _ tbat"tb!:L dpa" tJu ._ .."7..&u.k ,... ....
":lwlt.U7 act _ "d, tor tile ga.. IIId ptrp.... .......Sa ....1iiiil;-
~ QnaI udal' IV IIand IIId ofllohl ..11 tbl. / I ~ ...~, 1961-...
1963<<7 'Yl1.....I1. (I.. . 1, ~ ~ ~M.-I
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A!'I'IWIlIX I TO I>lVlSLUN II
c
Iu;vn;w Al'I'RAIS\;R'S CI;R'flHCATLON
Projuct No. Dueets River Brid~e
486-004
Parcel No,
Owner Name George Anderson
Owner Address Box 1990. Clearwater
The appraisal(s) submitted on this parcel(s) are as follows:
Appraiser
Dale of lie [ore
Valuation ~
Allocation
Takin~ Dama~es
After
~
Just
Compensation
Donald E. Taylor 1/31/84 $16,80C $14,000
$2,800
$2.500
$300
"
1. thu review appraiser., certHy to the following:
The ahove appraisal report(s) have been reviewed by the undersigned and Were found to
have [allowed 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 011 appraisals and other factllsl data of record without collaboration or direction,
That 1 have 110 direct or indirect present or contemplated future personal interest ill fillCh
properly or in any benefit Crom the acquisition of such property appraised. That I have
.persllnally inspected the property to be acquired and the comparable sales applicable thereto
exc"pt as sut forth helow, I further certify thllt 1 understand the determination is to be
used in conjunction with a Federal-aid highway project and because of items compenoablc
under State law, but \lot e1tgthle for Federal reimbursement, None
of the approved Just Compenoation is ineligible for Federal' reimbursement.
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(I.tllt buildinl\ll. structures and improvements to be acquired. )
(I;xl>1aln vari.,nces. if any, between reviewer's findings and appraisals.)
(Use back if needed. . )
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Just Compensation $
2 800
Allocated:
Taking $
Damages $ 3CO
..I')Y~
eviewing ^I'pra1ser, Dept. of Transport.tio'
2,500
J;'ah
')7 1QAJ..
Date
Concurrellce and authorization:
Thl! 11<."r.1 ur County Comlllltlsiolll'rA of
~"I\L'Url''''"CO wi th tho ahnv... cert LC icntion and
I:III;IIII','r to proel'",1 according to establiahed
designnted property,
_ COllnty dou" ''''fl' lndlclltll Itll
dOOR nuthorlza further action by th,' I;ounly
procedures with tho acquisition of thu
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.
COUNTY OF
Board of County CummiBrl10nerlJ
Gounty
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CERTIFICATE OF APPRAISER
I hereby certify:
Thai on January 19, 1984 . I personally made a field
insPection of the property herein appraised and that I have afforded the property
owner the opportunity to accompany me at the time of inspection. I have also
perlJOnally made a field Inspection of the comparable sales relied upon In making
said;appraisal. The subject and the comparable sales relied upon in making said
, app.':.aisal were as represented by the photographs contained In said appraisal.
That to the best of my knowledge and belief the statements contained In the
appraisal herein set forth are true, and the information upon which the opinions
expr;essed therein are based Is correct; subject to the limiting conditions therein
set forth. .
Tha~ such appraisal has been made in conformity with the appropriate State laws.
regulations. policies and procedures applicable to appraisals of right-of-way for
suc~ purposes; that in appraising the value before acquisition, no consideration
has been given to increases or decreases in Fair Market Value caused by the public
impr9vements; and that to the best of my knowledge. no portion of the value assigned
to such property consists of items which are noncompensable under the established
law ~f said State.
Thaf neither my employment nor my compensation for making this appralul and
rePOft are in any way contingent upon the values reported herein.
Thaf I have no direct or Indirect present or contemplated future personal Interest
in s~h property or In any benefit from the acquisition of such property apprllised.
That \ I have not revealed the findings and results of such ~ppraisal to anyone other
than ,the proper officials of Jefferson County and I will not do so until so authorized
by Jefferson County, or until I am required to do so by due proce.. of law. or until
I am ;'released from this obligation by hevlng publicly testified .s to such findings.
That:the conclusion set forth In this appraisal Is my Independent opinion of the value
of the property as of the 19th day of Januarv. 1984 ,and that such conclusion
was ,reached without collalXlratlon, of direction as to value.
It Is !'Iy opinion that the FAIR ..,ARKET VALUE of the 1'..1 property Is as follows:
"
.,
,
.,
,
.,
VALUE BEFORE ACQUISITION
VALUE AFTER ACQUISITION
$ 16,800
$ 14,000
VALUE DIFFERENCE
$ 2,800
The property has been appraised for Its fall' market valua as though owl'14td In f..
slmp!~, or as encumbered only by the existing ....m.nt In favor of:
I .
Jefferson County
j
Date .:J"J;J '31./tf,fY
,
Parcel It 486-0011
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SUMMARY OF CONCLUSIO~
, (Accounting tabu/otjon . NOT indicative 01 appraisal _thod employe</)
INDICATED ;VALVE BEFORE ACQUISITION:
Highest and Best Use:." ....R~f.9..r.:o.$.,IiI."I.o,!1::,BQ$.l.dentliilL......,..,......._-..,-
LCUld or..'a . ~ UnU value
8. 367 acres w ..,.....$2, OOO,.;J;.,ac..--,..,.....,.....,
:.\
$._,1.6.,,800,_.,.. ...w_._..
$,...__...........,..._".
$.,.....,.....".,._......,_,..._."'._,.._
$.,..,---.-,.-.-... .....,...,..._-,
$.,... .."....."._-"_.,,.,...,.._,......
$,..16..,IlIlJl_,__,..,.._,_
'Total area, .Il,..~ij7,jlkr:Ii'~.." .TOTAL LAND
IMPROVEMENTS
Type: Size UnU "alue
Ow!!I.1 illg:-:.:o.,~f!.~....(.~QL!!I?P.r.i!.!~~~.),.......".._......__..._,._...".-..,-.".".- $..'..'.-..--'.'.'........'..............
.,..,.,.....,....,..,. . .."".....,....,...". ....w......".,. .,..w...."."........_..,..,..,.....,._..,.,..'.'..."._.. $.......,--."'...-,..--,....--
. ... ..,:-~_......."..,',....."...,-_._.........,.....,"_......,.... ......"....,..............._-,-,......_........,...,....., $,.,.....-....,-......-.......,..
'.r"..'.,.,',... .,...,..,.,..,...".,_......",..,.....".,.."...,..w,..".,.,.,......"..,.,.....,-.....-..,.-.. $....,......._..,....,......,.....,.._,_
" .._.........., ...................................___..._...........M.__.....__ $..._.....____..._.._..._...___.
,...~._w,.".. "...........,..".,...,...,......".,.,...........,.,_............,................,...... $...,.,...,.,..-,.....,..-,.,...........-
.~ TOTAL u.PROVEMIl:NTS $....,..,_.._...,..._,._..__,
TOTAL INDICATED VAl.UJ:..."..,.."......"".",.",..,...., J
16.800
,
INDlCATEOivALVE OF REMAINDE8:
Highest and Best V se:.."..........__....,..R.e.for.estat.ion".Re5ide~1t1a1....-.,..........,........-
Land areG ~ Unit value
." '..6.2... ilcres.:..".....,......,.,.....,..,..,.,.......,.......,........$2.OOO..,;!:..ac._,.......,....,..,.._.._
le.:os...IOJi.s,.ot:lu5e.Jn..C;QO.litr:ucti.an..ar:.ell-...-,.,..---....--
., .,.,.".....,.."'...,..."."'.......'..'.........'..'..'..'..'..--..--..........,......,--,--..-..--' ....,--_..,-,--
,.. . .. , .u...,......,..'..,...................'.......'......'......_....'......'.._.._'..'......-,....-...-..,..,.... $.......,-,-....,--.....-
, ., ,.,..,.,. ..".,.,."....,.....,."..,..,.",..,....""....""-,-,,......,...._....,.._,.,--"-,,....',..,......_, ..'-,-_.......,..._.,,_..,..,..
.. ,.,."....""'.....,..,..,..:..i-,.,....,....,...........,-.."....-..-..........,-,-....---"...,...,..,..,....-- ......,--.....,..".--.....
. ......,....,..,.,...,..",_i...............,.........,.,.,.,...._,_..,_..,....-..,....-...---..,..-..,... $..,-,--,..-----..-
...,..,'~_..,..,.......,..,.....".,..,..__......_,..,_........"...,"-,-,_.-.."........"..,-...-.. $....."....-,-,..,..-,...._,--
t TOTAL IMPIlOVKMan'B $.......,-..---
TOTAL lHDlCATD VALUE......,.....",....,..",."...",... $ 1n. nl/n
..,...........,......,.,..",....,....".............,......",...."..........,...................,-..,""'''..-.. .....,......_,.._,..""......._,...
, . "'f'.. .,. "....,,,,..,...,,,....,,......,....,.............,...,...,,..,.........,..,,,,..,,.....,........",..,....".."...." .,....,....,......,...."''''-....,...-...
TOTAL BllfllPlTl .,..,....................,.,....,-..--
D1rrrrence Between the BefoN and After ValuCl, .. , .... . .. , .., . .. . , .. .. , .. .. , .. .... . 2, ftllll
Qcmllld E.... Tavlor, "....,...""..,..,,, ,,,..,,.. APJIf'G"" PllI'ftl NCl-"I&:..OO./I.,......,.."......,-.,
HWV 'OIl" 2...0.' 11'.,. ·
nv....4174
-
,......._..................................M...M._..._.._............____._._____.._.
.. ....:.... ..........,......................-....................,................-...-..--..-....-...........
.............,.................................................,...............................-.........-....-.......---.-
: Total area" 7 , ,l,li~ ,'~r,tl!i , , , , ,TOTAL LAND
IMPROVEMElfTS
TIIP' ;
Size
Unll val....
BREAKDOWN OF ACQUlSmON:
Land a,ea .i' Unit value
1.. 20S,..,'."'..,.,.,.::..........,..,..,..,...._.._..___$2...ooo..:t...ac...-,--,-.---
,.
., .,., ..,..." .....,..,...t'..............'..........-...'..'---'-----........'..-'-......-..
.....'''.,.....................i............................_....._..__---..........---........
..........".....,.,......................."....."....'..".-._...._._-_._-_.~.._....._-_.....
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. . ...,.,.,.,."".."."'....;t"'T~;i..'~':f:'iii~-ierei~:::-,-:-T;;~~-~~-
IMPROVEMIUllTB
TI/Pe Size Unit value
....,. ."..'........""1.......'...'''.........''..........-..."-...-.......-------.........-...--.....
. . ..,." ......':7......".........".........................-..........-.........-......-...-"-.-....".............."-...-.
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DAMAOES
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PHOTOGRAPHS Ot -'1.1. PRINel; ). IMPROVEMENTS AND/OR FEATU( ; AFFECTING VALUE
Photos are numbered (1, 2, etc,l with camera location and direction of each photo Ihown on the sketch below (or
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SHORT FORM APPRAISAL REPORT
(1) OWNER'S NAME: George Anderson
(2) ADDRESS OR LOCATION OF SUBJECT PROPERTY: East of Clearwater Road and North
of the Queets River, Jefferson County.
(3) LEGAL DESCRIPTION covered by title report dated 12/23/82 on subject parcel, a copy
of which is included in the addenda.
(II) DELINEATION OF TITLE (5 years):
From
To
Date
Book/Page
Consideration Confirmed y,
None in past 5 years.
(5) (a) PHYSICAL DESCRIPTION OF PARCEL INCLUDING ZONING, PRESENT USE AND HIGHE~
& EiEST USE:
Irregular shaped tract of land situated in the Qulnault Indian Reservation. Topography would
described as level to undulating and has a cover of brush, trees. Improved with an older
dwelling aop outbuilding which is situated east of the road, Portion lying adjacent to the road
on the east. lies adjacent to Queets River. This area is partially fenced. Land lying north of
the road has frontage on Clearwater River. Utilities consist of electricity and telephone. Water
from a well; Sewer by septic system. Zoned Designated Forestry which allows 1 homesite per
20 acres. Highest and best use is the same.
(b) DESCRIPTION OF PROPERTY RIGHTS TO BE ACQUIRED:
Partial acquisition in fee simple interest.
(c) EFFECTS OF ACQUISITION:
Jefferson County is proposing a re-alignment of the Clearwater Road and the construction of
a new bridge which will require 1.205 acres of subject land along with .705 acres for constructic
permit. Located in the acquisition is some fencing. Loss of use in the construction area for
about a 2 year period. This acquisition will have no other apparent damages or benefits except
for a red'Jc~ion in size when items It 2 and 3 are met. .
(d) 1.}CDRRELATION OF LAND SALES:
Sales indicated a value range for subject from $1167 to $2080 per acre. It 1 was considered
inferior as it did not have any river frontage. On an overall basis at $3333 per acre., sale woulc
be considered superior due to its superior timber. It 3 sold for $2080 per acre, had river fronta
and is considered most comparable. Based on these sales, It 15 my opinion that subject land
would have. value of about $2000 per acre.
2. ;CORRELATION OF WHOLE PROPERTY SALES:
Improvemen~s were not affected nor appraised.
(6) REMA~KS AN.D ITEMIZED DAMAGES:
Title report shows an area of 22.10 acres. R /W map Indicates an area of 8.367 acres.
Appraisal is made in accordance to the R/W map and the comparable sales will refl.ct
a value as If 20.10 acres.
A constructlDn permit of 0.705 acres Is required for the construction of the road. This
construction area Is temporary and will revert back to the owner when the road Is completed
This appraisal Is based on the assumption that the county will keep the driveway open to
subject" dwelling and will replace the driveway when the work Is completed.
Located ~n the acquisition Is some fencing. This appraisal Is made with the assumption
that th~, county will replace any fencing within the acquisition.
The building Improvements are far removed from the acquisition and therefore ere not
affected nor appraised.
Loss of use In the construction area of .705 acres for 8 period of about 2 years. Based on
8 10'6 re,turn, loss in this area would be as follows:
.705 ac )( $2000 acre )( 2 years )( 10% = $282 I18Y $300
Donald E. Taylor. Appraiser
Parcel No. "86-0011
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COMPARABLE SALE DATA
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ADDRESS or LOCATION: Northerly aide of Nor,th of North Shore Rd., 'about 2mUe. ..at
PHqTOGRAPH I PlOT ~,~~ETCH (3) a. AI:cIa: North ,Snare "Dad IS"
I .b, PraIlll1IUlIIl: Vacant
. 1;..., 10' '" I c, H. &8, Use: .Reforeatatlon'
d, ZOlllng: No zoning
't. ,t' e, DlRlensioos: Irr4l'9ular
" Area: 30 :!: acreli
g,SaleDate: 5/9/81
h, Price:S 1 00, 000
11'10' j, Instrument: SWD 810610001
j, T8fIllS:Cilsh .to Sillier
k. E,Tax No,: 65862
I. Grantor: Patricia A.Mar.tin
In Granllll: Rodedck .Timber Co..
n. ConIirmecl will1
K~n -Traa "man
(RnrllPrirlc '-TiftlhAr)
0. Dale lnapectad
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Dale 1/"~IAIl
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PortIon ofCovernment Lot '1,.13-23-10W. Assenor,s Par,cel No. 140010. Crays .Harbol
(5) PROPERTY DESCRIPTION:
Undev.eloped 'tract of 'land, sloping ,up .above road ,grade in.a northerl,y' direction.
,Property ,has .a ground cover .of 'brush and second.growth "timber,.Accelis .1. fram
.a50~fDOtstr:ip ,from :the -Nol"th:Shore Road running .in . a 'nor.thel"lydirection.
Property.has.a .vlew ,of :the .QuinaultLake.and .i.llituated within ,theboundarleli
of :t,. .OlymplcNatlonaIPllrk.
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(71 cdmparatlve Analy.ls
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Sale -prOperty Is loc:atfld-..thu5tot .ubj8ct and situated In.theOlvmplc
Natlonll,lPark,Hlghest and:b..tu.. and.topography .are conaldered
slm!lar;Sale has . superior stand,oftlmbllr :then subject and by .abatractlon, ..Ie
Indicated . bare land value of .$1,:167 per ,acre, Sal. heaavlewof ,Qulnault
Lake s&.ibJllCt has river frontage, 'Overall,nle would bII conaldered Inf.rlorto
subject;.t $H67 per acre for bare land and would besuparlor foroveran v.lue :.t
$3333 'fr acre due to superior timber.
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TOTAL.VAWI!
UNIT VAL
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COMPARABLE SALE DATA
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(11 ADDRESS arLOCATIDN: Adjacent to tM Communltv ofMocllp.lnGraY.H.~r CO.
(2) PH 0 RAPH&PUlT PLAN SKETCH (3) I.AccnI:SR 101
f a ~.MmIU.:V.cent
. c, H, &8, U..:Reforo.tatlon
d, ZORlng: No zoning
e, DIIllllIISIOOS: ,I rregular
l. Area 62.. 5 ilcreli
~IDOIO g, Sale Dale: 9 20-83
h, Pllce: $ 130..000
i.lnslrumant: W.. D. 83920007
Terms: Cash
E, TaxNo.:.71&1I67
Grantor:WeyerhaeuserR.E. Co.
Granllle: Roderick Timber Co.
Coolirmedwilh
.RC;h..dd
K......I:....:ultman
1/.,n/RU
'1761HIJ.
Take; By: n FT':'ylnr
(<II LEW\LDESCRIPTION:
s. W ~ofN .E... ,8 (20-:12) .assesliQrs parcel 1/ 201208-21001 o and portionCov. lot
5.. by East of Center line of State Highway.. Parcell/ 201208-130000..CraY5 Harbor Cot..
~
1/7r;/RIJ.
0. Dale InspIlClod
(5IPROIiERlYDESCRIPTIDN:
.Two 'parcel. of land abutting at ,the corner.. .Topographywould ,range from ,level
to u.,dulating.Croundcoverof conifer and .hardwood timber,. Parcel l3000contains
1&0 acres.iasquareinshapeand bisected .by the .MoclipsRiverA Acces. tothl.parcel
wouldbethru '.the lIIIUIller parcel with easement over adjacent .proper!y.::>iii'i:i1121 001 0
contalnsanaru,of :22.5 acre. and ,tw. access from ,sR10l. Electrlcltyandtelephone
services are available.
(6) ANAtYSIS:
a.~1lon Data
;Land:
;
62.5 acr..
TOTAL VAWE
UNIT VALL
. .32.000
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. 130.000
$2080 acre .ove
Talal SIll PrIcII
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(7) Comparative Analy.ls
Sale property I. located In the Moclip. ar..and I. similar ,In use...ubJect. Both _Ie
and sUbjecttwv. river frontaga.however .UbjKtha. f811' .uperlor .acce.. to t....rlver
than doeS.ale. Onthtl otherhtlnd" ulehli. a .uperlor .tllnd of timber tMn ..ubject.
This property mid 1113 for .an ovarall value of $20BD,peracraand overall wDuld
be consl1ered eboutequal to.ubJect property.
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COMPARABLE SALE DATA
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(1) ADDRESSor LOCATION: 2 mile.. lIteDt ofSR 101.
12) PHqTDGIW'H. PLOT IJ.AN oSlCfJCH
:1.
North.,elit of Bow.r Rd. AchI~' Jt~lu.Iip. .'v
(3) .. kl:eu: e.-.nt NDd 110 E
. b.l'rellllt UIlIl: V K:IInt '
c, H,& 8, Uli8: Investment or .speculation
d, ZOIlIng: Cener.t DeaI.lopment
e. Dinllln&ions:Jrregular .
tArea: 61.47 acreli
g. Saltl.Datll: 61 J J 180
h, :Pllce:S :117.000
i, Instrwnenl:.R.,E.C.8o-08SI,IO
J. Terms: 11.400 do. B700 annual at 10~
.It J:, TiIIINo,:
I,Grantor: A. T .A. Corporation
m.Granliae: Roderkk Timber Co.
n. ,ConIirmad lllith
PhHl\p D~"'erkk
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0, Date Jnspected
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TakeitSy.
(~),I.E~ DESCRIPJJDN:
Assej50r5 Parcel 11 2DWl12U-:320010. Lot:3 and Lot 4 .Iess So. 200'0f e 660' .
2~(2crlnVj Crays :Harbor County
Date
1/20/84
(5) :PROPj:RTY ,DfSCRIPIIDN:
:Unim!)rDved tr4lct of 1and lylng adjacent :the :Hump.tulips ,River to the East. LlIInd;is
.relatlvely JevAaJ and..bas c:overof brushaod .merchantable timber accessfl'Dlll an easement
,road. ; ,Mr. Roderjck I_Iii that.hen all trees are Jogged :IandwiU be fr_ and c:llliIr.
.
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(6) ,ANAL-VBIS:
a, flCtraction:Data
,-:
: 61..47 acre. (Land-tllllberJ
~
TOTAL VALUE
UNIT VAW
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Sale :propQlr,ty :Is :located .uttJust .of subject ;and .sltUlltedonthll :Humptullpa Alver.
AcceSli !Is from .n ..s_ent ~d '.hlch Js lnferJor 10 subjects acce... Atao ,Jver
frontage .Js considered lnf.,.Jo,.. On the ,other 'hand4 ..1. :property has . ...perJor
stand :of timber. .5a1epraperty sold 'JaO for .n ov.rallv.lue ,of fUUS per acre
and ,over.al14 ._I"'y due to diu of..l. ,would be considered lnferJor to subject
pf'operty.;
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Donald~.Ta.Ylor
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COMPARABLE SALE DATA
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(1) AODJlfSS Of LOCATION: Lying between ChetuU. River t; Sou"" Bank Rd, ""'''lIIlIIO
m .. f'l.01 PlM S<<fJCH (3).. Aa:iaa: Sou"" Bank Raed
&I. I'relIenI Use: ReaidanUal
c H. .. 8, UU: Agriculturld
d, lUlIIllg: Agriculturlla Z
e OUill:nsions: I rregul4lr
t Area: 43 acres
g. Sdle Dale: 8- 21- 81
Jl. I'lIce: 5 52,000
j, Instrument W.D.
j, Tef/IIS: Cash
It E, Tax 11I0,: 66723
l. Gfomtor: Edgar McCleary
m Granlee: Roy Ritter
.n Confllmed willi
Ect.erkut 1I2S/R-I ______
u __________1 ____.__
0. Dalel~ 1/25/811
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Tall.. By. . D . E _ Taylor
(4) lfGAl DESCRIPTION:
Date
1/25/84
Tax' 10, 18 (17-7W) aS5e5SOrti. Parcel' 170718-130030 Cr4lY5 Harbor County.,
~
(5j PROPERTY DESCRlPJJON:
Unimproved tract of .and lying adjacent to the Chehiilli5 River to the West. Land lies
30' t below road grade, is level and _ded to ~sture except 5/IIall patches of trees
along, the river and the bank next to the r_d. Old abandoned dwelling situated on
41 Jev~l ar_ next to the road with access from a steep gravel road extending from
SOU~ Bank. Rd. Power and telephone services available. Zoning is for 1 '-esite
per J.I~ i1Cres.
~
(6) ANALYSIS:
.. fIItrKIIan Data
'!anII:
; 1,j3 acres
;....~:
TOTAL YAWE
UNIT VALL
landl~
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11 2::18 per a~
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Sale property i. Ioc:eted w..t of Montesano and fl'Oflt. on tho ChehaU. River. U.. i.
consideJ'llld about equa~. Subject ha. .uperlor ground cover. thIlt i. r4lproductlclft timber
versus pasture land. Sale pn>>perty sold ./11 for $1231 per ~,.. and ov....U would be
conlildered lnferior to subject p~rty.
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Donald E, Taylor
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REPORT OF CONTACT WITH OWNER
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Dat.lo) of Contact
January 19. 198..
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Method of Contact: Telephone 0 Perlonal W Mail 0
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Pero!>n(s) Contacted
(";,anrgiPo Andpr<nn
Address
Box 1 990 Clearwater
Telephone 962- 2020
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If Authorized Repreoentati"e Supply Addre.. and Telephone Number:
CDMI!lEtlTS:
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1 /1~/8". Met with Mr. Anderson on the property and related to him that I was
hired by Jefferson County to appraise his property for right of way purposes.
He understood but did nlJt want his property appraised nor did he want the
road constructed. He was very outspoken in his opposition to government In
general and this project in particul2lr. He said he didn't want any money.
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~ eFFERSON CO~
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R~VihW APPRAlliER'S CERTlflCNCION
Project No. Oueets River Bridge
486-004
Parcel No.
Owner Name Geor2e Anderson
Owner Address Box 1990. Clearwater
The appraisal(s) submitted on this parcel(s) are as follows:
Appraiser
Date of
Valuation
AllocatIon
Taking Damages
After
'Ia!\Je
Before
~
Just
Comn~~~~atlon
Donald E. Tayior 1/31/84 $16,800 $14,COO
$2,500
$300
"
$2,800
i. the review appraiser, certify to the following:
The ahove ;]ppraIsal report(s) have been reviewed by the undersig,ned and were found to
have followed accepted appraisal principals and techniques in the valuation of real
property in accordance with existing !jtate l~w.
That the determination of value which is set forth below has been independently reached
based on ;]ppraisals and other factual data of record wIthout collaboration or dIrection.
That I have no direct or indirect present or contemplated future personal interest in ",uch
property or in lIny benefit fro.n the acquisition of such property appraised. That 1 have
persunally inspected the property to be acquired and the comparable sales applicable thereto
except as set forth below. 1 further certify that 1 understand the determInatIon is to be
u..ed in conjunction with a Federal-aid highway project and because of Items cOIlIpensable
under litnte law, but not ellglble for Federal reImbursement, None
of the approved Just Compensation is ineligible for Federal" reimburse_ent.
.
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(I.ht bu11d1nl:'" lltructures and Improvements to be acquired. )
H;xlJlnln variances, if any. between reviever's findings and appraisals.)
(Use back if needed. ' )
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Just Compensation $
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Allocated:
Damages $ 3CC
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eviewing ",ppraher, Dept. o.f Transportatio'
Taking $
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?7 ,qRl..
Date
.
Concurrence and authorization:
Th" !IChor" of County Co,nmlnsl"",,rn of
"O'U'IIr1',mce wI th the ,,"nvl.' cert if icntion and
l:lll:lll,','r to Ilroc"...<I accordIng to established
designated property.
Count)' dutll'l I...n.' IndlclIttl Un
does nuthurIze further action hy tilt' County
proceduros w1th tho acqulaUIon of tho
.'
COUNTY OF
Date
BOlard of Count)' COD..lsslonors
County
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CERTIFICATE OF APPRAISER
I hereby certify:
That on January 19, 1984 , I personally made a field
Inspection of the property herein appraised and that I have afforded the property
owner the opportunity to accompany me at the time of inspection. I have also
personally made a field inspection of the comparable sales relied upon In making
said, appraisal. The subject and the comparable sales relied upon In making said
appraisal were as represented by the photographs contained in said appraisal,
Tha~ to the best of my knowledge and belief the statements contained in the
appraisal herein set forth are true, and the information upon which the opinions
expressed therein are based is correct; subject to the limiting conditions therein
set forth.
That such appraisal has been made in conformity with the appropriate State laws,
regulations, policies and procedures applicable to appraisals of right-of-way for
such purposes; that in appraising the value before acquisition, no conslcleration
has been given to increases or decreases in Fair Market Value caused by. the public
improvements; and that to the best of my knowledge no portion of the value assigned
to such property consists of items which are noncompensable under the established
law of said State.. , .
That neither my employment nor my. compensation for making this appraisal and.
report are in any way contingent upon the values reported herein, .
That I have no direct or indirect present or contemplated future personal Interellt
in s~h property or in any benefit from the acquisition of such property appraised.
That. I have not revealed the findings and results of such appraisal to anyone other
than. the proper officials of JefferlOn County and I will not" do 10 until 110 authorized
by Jefferson County, or until I am required to do 110 by due process of law, or until
I am 'released from this obligation by having publicly testified as to such findings.
That the conclusion set forth In this appraisal Is my Independent opinion of the value
of the property as of the 19th' day of Januarv, 1984 , and that such conclu510n
was reached without collalXiratlon, of direction as to value.
It 15 !'Iy opinion that the FAIR MARKET VALUE of tho r..1 property Is a. follows:
-'
VALUE BEFORE ACQUISITION
VALUE AFTER ACQUISITION
$ 16,800
$ 14,000
VALUE DIFFERENCE
$ 2,800
The property has been appraised for Its f.lr market value a. though owned In ,..
slmpl.. or III encumbered only by the IIxlstlnA __nt In 'avor of:
Jeffllrson County
Date . "~A.J ~/, I'iJY
Parca~ . 1106-004
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SUMMARY OF CONCLUSIONS
: <Accounting ta/ou/atiOll . NOT indicative of apprailal_thad employed)
INDICATED 'VALUE BEFORE ACQUISITION:
IIigheal and Besl Use:.. , ." .,..Bli!for.o,l.tllll,o.o:::.Re,l;id.enU.llL,....,.....,....,.._,..,..,_
Land a.r&."CI ,; Unit wille
8. 367 afres ,..... ...,........,......,.,. .., ".$2, OOO,:1;.ac.................,....
$,........,....,....,.,.........,.,.......-
.,."..,.....,..,. ""..,.......,..........,.,....,..,.,.......,....,......,.... $........"....,..."....,.........-,..-
$,.,.....--,...,-..,...,-......-
...............,..,................,.,.,..,.,................,....,......,_...."...-- $......"-...,....,.....,.........-
., .. .............._,....,.,..... ....,.., ......,....,.......,..,.............,...............,...-- $..,......,--...........,.-....--
..,..,..,.,.."..".,.. ........"..,.,.,...,...................,..".,..,....,...........,- $..,.,...,...-.....,.,........,..-....-,
TOTAL IMPROVEMENTS $....,.......,.....,........-,--,...
TOTAL INDICATED VALUE,...... ,. . , , , . , .. . , , , . , . . .. ,.. , .. . ...,. $
TTota1 ~;~;:.:jl.:',~~i :.~'ir.e~:':.:..:'...T;;;:~.~...L~;;~'.
IMI'1l0VEMENTS
TuP.! Size Un<< value
Dw~I.lif'!g:-:s.~c;!s.(.r.19.!....i!P.Rr.,!!!,.~~I!.l.................,.,....,...................,....,...
...................
.,
$ "l6,,80I1..,. .,...........
$.......,.,..........,..,.,..,..,...., .
$....,..,.,............,. ,.,............,....,
$,...,...,............,. ........,..,.......
$..,..,............,.......,....,..............
$...1.6,.8JlJl............._,_
16.800
INDICATED'VALUE OF REMAINDER:
Highest, and Best Use:,......,........_,.RBtor..eldalion".Residential-,......,................
Land or... . . Unll ....Iue
., ..1 fi~..a(;.reL..,.....,......,.,.,....,.....,_...,.,.._..........$2..JUlIL.t..a&:...,....____
less JO.5s.. of~usejn..,gJD.5trw;.tjgn..ll.Ull--...,..,..-,-_..
......................"......"........... .....N....__.__..__..._.__.....__.___........_..
,.".,.,.....,,..,,..,........,.....,..-,.._.,--'_..,_...._'-,..._-----.. $...-----
...,...,.,-,...."'......".............-.....---........"..-..'-.....'-.....--..-,...... $.-...:-..,-,..--....-
"."....,...-....,.......,.............-,...--,..-..,.,-....-......-'...--....-.......-......,- $....,-,-..,......-....-......,..,..
,.,. .,.....,.........,........,.,..,....,..-'--..-.-..'......---..-..-....'.......'.... ,-..--,........,--..'
,.".,....."-,...........,...-......,....,......-.--..-..-..-..-....--'--.... $..._,---,..,_...._---
,....,....,............,........,................-..--,-.......,.........'-..'..'-......,-...........-,..- $...--,.._,--,...-
TOTAL I_OIlEMan'll $..,-..----
TOTAL IJIIDlCA'l'ED VALUE",....,..",..,....,.."..,...".... $...1Il~---
!
. "'-'" ...........................-.......-...........-...............-.---------.-.--
.., '''t'T~t~i..;;;~-:_:7;j',~~':~~i.~~~':..:_:_~T~AL ~
IMPROVEM!:liTS .
TlIJM SIz.
Un<< "lIlue
BREAKDOWN OF ACQUmmON:
Land lI.ell .i UtilI ....1...
1.205 ... ,...., , ..,..:.........................___.$2.,.OOO...:t~,-,..,..-...-,-
." .,....... ...-.., ........................--..,..-..-------.-..--......................-..--
'......'.'...'........'...'...j'...m....'....'......'....____'__.__'_...,......,..-.,..,..,-.
. ...................................,.........-.....-.---.-.......-....----...................-.-....
,. ",..,., ..-::..'T~;i..;;;:r.'iiii'ie'rii..:~.-::':T;;;~-~~..
IMPROVEMENTS
TI/P" .... UtI<< "01...
..,.,. ....."....'.....................................................-.............-...---...-......-.....-....
...,..1,."" ., ,.,.."",........",;......,..",......,....,....",..,....,....".._--,-....'-,.......--....,-
..::::~:::::::.:::::::::::::::::::=::::::=~~:::::~:~::~::~:::::=::":::~=:=::::
...-............,.................................."......,........,.-............."..'''................".......-
TOI'AL I_OVIMDlT8
OAMAOES
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C~n..tr.,\Jct I,~,'J. ...r.,~!!,",..,."..,',.,',.,',.."...."........."..,..."',........-_.,,...,.,.............,-,
...,. ...-.'''...,..,.''''...."..'''..."........-...........'.."......................-..--.............-.................
, TOI'AL DAMAGU
, Sub-total
IIENEJ'ITS <'ublract)
I. em
$..Ul...300...".....--
$.,.._.....,360,............_
$...-.,..-..........-,.-...-
$-,-,----,_..........
$..,-,---_.._...........,..,-
$IQ...oQO,---
$,.1,.500-,-
$,..-.....--..,--
$.....--,..--
$,......,.,..---
$.-,----
$...2.r50o.,---
$
$..,..----
$....-,..,."....,......--
$,..,.-,-..,....-.
$..-..".-,----
$.---".._-,~
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. ".,.".."...""""""..,_....,.".."..".. ,..,,',"'..",""........,.-,...,..".,.......,'..,...,..... ...,...."..,....-.,-..-
,,~, ., "., ......"."....,....",,,......,,,...,,...,...,...,..,.,,,,,,_.......,,,,......,.,,,..'.........._,.,,,... ......"..--..-.,.- '
TOTAL B&IIU'I18 ..................,...-......,-
Dlrrllronce Between the Beron and After V.luet"....,......,..,.....,.............. ,.a"III'
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., PHOTOGRAPHS UI" ....LL. PRINCIPAL IMPROVEMENTS AND/OR FEATURES AFFECTING VALUE
Photos are numbered (1.2, ete,l with camera location and direction of aach photo thawn on the Iketch below lor
sketch lIttac:hedI, IE,G" "0- ", Camara location Is repr_nt8d by the circle with the photo number in the circle,
The arrow points in the ..me direction as the camera lens,l
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Datu Taken ;,..J..... , . ,..,......,....................,.....,....... Taken by.... .. ...., Alf
PLOT PLAN showing 111 subject perimeter dimension., 121 strut ancl alley frontages, 131 improvement locations
and purirnetfr dimensions. 141 RIW and/or lICC8II take. 151 "North" arrow, 161 locatlonl.1 and type of easement
areas and 171 camara location IOd direction for each photo.
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SHORT FORM APPRAISAL REPORT
(1) OWNER'S NAME: George Anderson
(2) ADDRt:SS OR LOCATION OF SUBJECT PROPERTY: East of Clearwater Road and North
of the Queets River. Jefferson County,
(3) LEGAL DESCR IPTION covered by title report dated 12/23/82 on subject parcel, a copy
of which is included in the addenda,
(1I) DELINEATION OF TITLE (5 years):
From'
To
Date
Book IPage
Consideration Confirmed lo\
None in past 5 years.
(5) (a) PHYSICAL DESCRIPTION OF PARCEL INCLUDING ZONING. PRESENT USE AND HIGHE~
& ~EST USE:
Irregular shaped tract of land situated in the Quinaultlndian Reservation. Topography would
described as level to undulating and has a cover of brush, trees. Improved with an older
dwelling and outbuilding which is situated east of the road. Portion lying adjacent to the road
on the east./ies adjacent to Queets River. This area is partially fenced. Land lying north of
the road has frontage on Clearwater River. Utilities consist of electricity and telephone. Watel
from a well. Sewer by septic system. Zoned Designated Forestry which allows 1 homesite per
20 acres. \iighest and best use is the same.
(b) DE~CRIPTlON OF PROPERTY RIGHTS TO BE ACQUIRED:
Partial acq,;,lsltion in fee simple interest.
(c) EfFECTS OF ACQUISITION:
Jefferson County is proposing a re-alignment of the Clearwater Road and .the construction of
a new bridge which will require 1.205 acres of subject land along with. 705 acres for constructic
permit,L~ated in the acquisition is some fencing. Loss of use in the construction area for
about a 2 year period. This acquisition wll! have no other apparent damages or benefits except
for a reduction in size when items # 2 and 3 are met. .
!z~ (d) 1.: CORRELATION OF LAND SALES:
W
~ 1= Sales indicated a value range for subject from $1167 to $2080 per acre. # 1 was considered
g w inferior as It did not have any river frontage. On an overall basis at $3333 per acre" sale woule
c 2: be considered superior due to Its luperiortimber. # 3 sold fOr $2080 per acre, 'had river fronta
~ V> and is considered most comparable. Based on these sales, it Is my opinion that subject land
I- - would have a value of about $2000 per acre.
2. :CORRELATION OF WHOLE PROPERTY SALES:
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Improvemen~s were not affected nor appraised.
(6) REMARKS AND ITEMIZED DAMAGES:
Title report shows an area of 22.10 acres. R/W map Indicates an area of 8.367 ac;res.
Appraisal Is made In accordance to the R /W map and the comparable lal.1 will reflect
a value 'itS If 20.10 acres.
A construction permIt of 0.705 aCrel il required for the conltructlon of the road. This
construction area Is temporary and will revert back to the owner when the road II completed
This appraisal Is based on the allumptlon that the county will keep the driveway open to
subjects dwelling and will replace the drlvaway when the work II completed.
Located In the acquisition II IOme fencing. Thll apprallal Is made with the a..umptlon
that the county will replace any fencing within the acqullltlon.
The building Improvements are fllr removed from the acqullltlon and therefore are not
affected nor appralled.
Loss of use in the conltructlDn area of .705 aCrel fOr e period of about 2 y...... a.led on
a 10% return, lOll In thll area would be a. follow.:
!
I .705 ac x $2000 aCre x 2 year. x 10% = $282 say $300
Donald E. T~ylor, Appraiser
Parcel No. 1&86-0011
Page - II
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COMPARABLE SALE DATA
ADDIlESS,or J.OCATION: ,Northedy.ldllofNar.thofNorthShoraRd... & ~IZmli.. ..1
PHqTOGRAP.H. PLOT PlAN :SKETCH .(3) a. Acl:eu:NorAh 5...... _oed I SR
! ' n' b, ,PrescnI:Uli8: V.cant "
! G.., ,10' '~.I,c,H..& B, :U.: ,Reforestation
~ d, ZOlllng: No zoning
t 1, ,.' e, ,DifllllnsiOllS: Irregular
, ,I. ,Area: 30 ~ acre.
,g, :Sale ,Dale: 5/9/8,1
'h, ,P,ice:$ ,100,000
/1'to' j, Inslllllll8nt: SWD :810ti10DD1
j. ,Terms: .Cash ,to seller
II. ,E, Tax ,No,: 65862
'I. Granlof:.Patr.icia .A4 .Martin
m ,Granl88: ,Roder,ick Timber Co..
n COIllirmed with
:Ken._:Tr:.utman / 1J'''/R'J
(An.......il"k'T-imhAr) / 'I,QJAIJ.
Date 1 In I RUg, Date .Inapeclld
(4)
Portf"n ,of ,Government Lot 41 1. '1.3-23-1 OW.. Asses50rs ,Parcel No. 11&00.1 C..GraYIiHiilrbol
.
(5) PROPERlY:DESCRIPiIDN:
Undev.eloped :tr.actof,land. ,.Iopin.g :up above :road ;grade in ,anor,therlydlrection.
'ProlJtilrty 'has .a .,ground ..cover.of :br.ush ,and ,second ,growth ',timber.. ....c:c:eSIi il. .fr.om
.a :50 1'oot ,strip,fr.om ~he :Nor,th Shore ;Road ,r.unning :In ,a ,nor.ther.l.y ,dir.ection4
Pr.oper,tyhasa '~Iew :of,the ,Quinault 1.ake ,and :is JOltuated 'w jthin ,the :bounda~le.
of 1"" ,OI.vmpicNatlonal :Park.
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.(6) ANALYSIS:
a. ExlrBCtlllllDaIl
. ~ !Land:
'O::!: ,acras
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~Imbar
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TOTAL VAWI!
UNIT VAL
. 35000
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..1167 per aer
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;:rIllll,8III,1'IIcI lI'U11ll1ll1ll 3333 ,per .acr
Sale pl'1lper,ty:l. ,IOCIIteclAuthe8st ,of :sutl!ect,and situated In .the ,.Ol.ymplc cove
Nation~:Pllrk.:Hlgha.tand :ba.t,u...nd .topography'areconsldered
slmllar,..Sale,h.. :a,.superlor catandof :tlmber.thlmsubJect ,andb,y ,abstraction, ..I.
indlcated;a ',bare eland value ,of:.$1..'.167,.per :acre. :Sale :ha. a view of 'Quln8ull
,Lake .."bject :hllS ,rlv.r,frontage.OveraU.sale 'would :b.con.lderadlnfarlor ,to
'subject: at '$1'167 .par ;acr.forbera :18ndandwould.be 8uperlorforovarall . valuaet
$3333 per ,acre ,due .:to.uperlor :tlmber,.
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COMPARABLE SALE DATA
(1) ADDRESSIll'LOCATION: .Adjacent to the Cammunlty of .Moclips ln Cr.ys HarbDr c:O~
,(2) 0 IW'HI JIt.lITPiANSKETCH (3).. AcceII: SR 101 . .
.b. Prnanl Use: V.cent
,c, H, ,&8, U..: Reforestation
d, Zoning: No zoning
e, .DlIlllIlI5IIIIIS: irregular
.I. Area ,62. '5 ...cre5
g, Sale Dale: 9 20- 8 3
:h. ,Prace:$ 130.000
j,llllitrUl1lDnt: W.D.83920007
Tarms: Cash
f. Tax .No.: :74067
Grantor. .Weyerhaeuser R.E. Co.
Grantee: Roderick Tilllber Co.
ConIifllllldwilh
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(4) ,LE~ DESCRIp,fION:
S.W., of ,N.E.. ,8 .(20-12) assessorJi ,par.celt 2D1208-210010 and portion Gov. lot
:5. by &5t .of Center Jine of State .Highway. Parcel' 201208-130000. Crays Hllrbor COI.
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(5) :PROJ!ERTY DESCRIPTION:
Two ;par.celsof land :abutting .t cthe corner.. Topography 'would r.mge from level
:to undulating. Ground cover of conl.fer :and :hardwood .timber. P.arcel 13000 contains
;40,acres. :is ;sCluarein .hape .and bisected by othe .Moc.li.Pli :Rlver~ Acc:ess 10 this p;IIrcel
would:be thru the _ller .parcel with _s_ent over adjacent pl'DpIlrty.PAllrcel 210GUI
.contalns.an :area of 22.5 :acres and 'hils acce.. trom SR10I. Electricity and teJephone
Jientlces are available.
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afldrKlilln Data
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SS12 per acre
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1'11III SIll...... . 130~ 000 $2080 :acreolte
;(7) Comparative .Analysls
'Salepr:op'er.ty:ls Joceted .In the ,MocUps area .nd.ls .Imllar JnulIII as :SUbject. Both ..Ie
and subject hIIv.rlver frontage. however subject bas farsuper.lor access to 'tha,..!ver
thandoit. .ale. On the other hand.. ..I.:has ,. lIuperJor .tandot timber than Subject.
'l"his property sold"13foran ,ov....Uv.lu. of :$2080 perllcre ..nd .overall IlIOUld
be ,conslllleredabout eqLIII' :to JuAbJect :property.
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COMPARABLE SALE DATA
(1) ADDRESS or lOCATION: 2 mile. we.t of SR 101.
(21 PHqrOGfW'H 6 I'lOT RAN SKETCH
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Northwest of Bower Rd. Adv. Hu.ptu,apa fUv
. (3).. Aa:eu: Ea......t 1'OlId. (to E
b. Prelil1llt Uu:Vecant
c, H, & 8, Use: Inv.SlIIIent or speculiltion
d, Zoneng: Gener.' DevelDpCD~t
e, OmlllllSillll5: I rregul.ar
1. Area, 61.117 acre.
g. Salt! Date: 6/11/80
h, Pnce: S 87.000
Il15trumenJ:R.E.c. 80-085110
j, TerOl5: 17.400 do. 8700 .lRnual at 1 O~
k, E, Tax No,:
l. Grantor: A. T .A. Corporation
m Grantee: Roderick Timber Co.
n ClIIIIimIad willi
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1170 I.,.
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(41 LE~ DESCRIPTION:
Assei50rs Parcel' 20W112U-320010.
211( 2~ l1WJ Grays Harbor County
DatI
1120/811.
0. Oatelll5JlllC..s
Lot 3 and Lot 4 less So. 200' of E 660'
(5) PROP,ERTV DESCRIPTION:
UoimJ)i"oved tract of land lying adjacent the Humptulips River to the East. Lend is
relativ.'y level and has cover of brush and merchantable timber access fl'Olll an easement
road.:. Mr. Roderick feels that when all trees are logged land will be free and clear.
(6) ANAl.,YSIS:
a. E&lraclian Dall
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TOTAl. VALUE
UNIT YAW
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; 61.",7 acre. fLand-tluber)
I 87 nnn
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(7) ComiJ8r.tlve An.lysl. TCItIl SIll..... . .~_ OOLl
Sale prop~rty is Jcc:ated southeast of subject iind sitWlted on the HumptuUps Rlv.r.
Access is ;from .n __ent I'OIId which is inferior to subjects .c:ces.. Also rlv.r
frontage's considered lnferJor. On the other hIInd. .... property hils . superior
stand of timber. 5.ele property sold 6/80 for an over.1I v.... of $1415 per aaw
and over"'. ....inly due to dete of ..I. would be con.'dered Inferior to subject
property.:;
Donald ~. Taylor
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COMPARABLE SALE DATA
(1) ADDRESS 01 LOCATION: Lying between ChehaUa River & South Sank Rd. Monte..no
(2) & PLOT PLAN SKETCH (3) a. Acatu: South Bank RoIId
b. Prelillll U_ Reaidentlal
c H, & 8, Use: Agriculturill
d,lolllllg: Agricultural 1
e. OurllmSlOllS: Irregular
I, Alea. 113 acres
g. Sdle Dale. 8- 21- 81
h. P,ace: S 52.000
i. lnslrument: W. D.
j. T_ms: Cash
It E. Tax No.: 66723
I GliIIllOl; Edgar McCleary
m Gran1ce: Roy Ritter
Il ConIirmed wilh
Ed Prkut 1/25/84 1
.--._._____1
0. Dale InspeclGd 1/25/811
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TakeP8y. D.E. Taylor
(4) LEGAl. DESCRIPTION:
Tax. 10. 18 (17-7W) assessors Parcel' 170718-130030 Grays Harbor County.
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Dale
1/25/84
~
(5) PRoiERTY DESCRIPTION:
Unimproved tract of land lying adjacent to the Chebalis River to the West. Land lies
30' ! below road grade. is level and seeded to pasture except small patches of tree5
along'the river and the bank next to the road. Old abalndoned dwelling situated on
ill lev~1 area next to the road with access from a steep gravel road extending from
South Bank Rd. Power and telepa-.. services available. Zoning is for 1 ~esite
per 1ft) acres. .
(6) ANALYSIS:
.. ~ Data
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TOTAL VALUE
UNIT VAU
; 43 acres
I 52 OM
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(7) C~piIrlltive Analysl. TclYI SaIII'IIcI . 0;' Ano
Sale proPerty Is located .est of Montellllno and lronta on the ChehaUs River. Use la
considered about equal. Subject hal .uperlor ground cover. that la reproduction tllllber
versus pasture land. Sale property lIOId 8111 for $1231 per ecre and ov....1I would be
conside~ Inferior to subject property.
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Do,,!ald E. Taylor
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REPORT OF CONTACT WITH OWNER
00'.(0) of Conloc.
January 19. 1984
Melh~d of Conlocl: Telephone 0 Pononol L~ Moil CJ
Penon(o) Conloc.ed _..(;"""9" An,if...'""n
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Telephone 962- 2020
Address
Box 1990 Clearwater
T vp. of Propertv Inlerest: Record Owner ~ Con.rocl Purchaser D
DOI.{s) of Joinl Properlv Inspeclion
Pers",ls) Joining in Inspec.ion
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If Au'horized Repr.s.nloli.. SupplV Addr... and Telephone Number:
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CO~ENTS:
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1/1'/84. Met with Mr. Anderson on the property and related to him that I was
hired by Jefferson County to appraise his property for right of way purposes.
He understood but did not want his property appraised nor did he want the
roa4 constructed. He was very outspoken In his opposition to government in
ge",ral and this project In particular. . He sal d he didn't want any money.
App~I..r Donald E. Tavlor
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IN REPLY REFER TO:
BUREAU OF INDIAN AFFAIRS
Olympic Peninsula Agency
P,O, Box 120, Post Office Bldg,
Hoquiam, Washington 98550
Real Property Mgmt.
Tenure & Management
Quinault Allot. #'s
111 &253 Clearwater
Rd. & QueetsRiver I
BridgeR/W
United State~ Department of the Interior
January 9, 1985
Mr. Brian L. Shelton, P.E., Director
Department of Public Works
Jefferson County Courthouse
Port Townsend, Washington 98368
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Dear Mr. Shelton:
I
Enclosed for your permanent records and files is one original of the
easement grant for the Clearwater Road and the Queets River Bridge
project rights~of-way, across Quinault Indian Allotment numbers 111
and 253. One set of the recorded right-of-way plan maps is .being
sent under separate cover in a mailing tube.
,
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The easement was approved on November 28, 1984 and recorded under
Portland Area Office document recording number 117-7018.
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Also enclosed are two Affidavits of Completion. Upon completion of
construction on the right-of-way, the Affidavits are to be executed,
notarized and returned to this office. Please execute and return
both Affidavits.
Any inquiries to this right-of-way should refer to Quinault Allotment
numbers 111 and 253, and document recording number 117-7018.
f'\ .
Sincerely,
~ tfY1~
sJerintendent
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Enclosures
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JREceHfED
JI\(I 1 ). i92!i
,JEFFERSON COliN'.'"
ENGINEERS OFFIC~~
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INDIVIDUf Y OWNED
Henry Harlow
Quinault Allotment No, 111
Sophie Harlow
Quinault Allotment, No, 253
Queets River Bridge and
Clearwater Road
GRANT OF EASEMENT FOR RIGHT-OF-WAY
KNOW ALL MEN BY THESE PRESENTS:
117
7013
That the United States of America, acting by and through the
Superintendent, Olympic Peninsula Agency, Bureau of Indian Affairs, Depart-
ment of the Interior, Post Office Building, p, 0, Box 120, Hoquiam,
Washington 98550, hereinafter referred to as "Grantor", under authority
contained in general delegations of authority in Portland Area Office
Redelegation Order No.3 (34 F.R, 15813, October 14. 1969, as ame.nded F,R,
44, No. Ill. June 7. 1979); and pursuant to the provisions of.the Act of
February 5. 1948 (62 Stat, 17; 25 U,S,C. 323-328), and Part 169, Title 25.
Code of Federal Regulations, in consideration of One Dollar ($1,00) and
other good valuable consideration. the receipt of which is acknowledged.
does hereby grant to the Department of Public Works. Jefferson County,
Port Townsend, Washington 98368. their successors and assigns, hereinafter
referred to as "Grantee", an easement for right-of-way for the following
purposes, namely: A 60-foot wide road right-of-way. and a road right-of-
way and bridge approach right-of-way of variable widths to facilitate the
construction of the Queets River Bridge, county road Project 486, with the
right to repair and maintain said road right-of-way. across the following
described lands embraced within the Quinault Indian Reservation, County of
Jefferson, S~ate of Washington, to Wit:
Quinault Allotment No. Ill, Henry Harlow
A parcel of road right-of-way for county road Project 486 as shown on the
Jefferson County Right-of-Way Map, approved March 14, 1983, said parcel of
land being situated in that portion of Government Lot 1, Section 32,
Township 24 North, Range 12 West, and that portion of Government Lot 16,
Section 29, Township 24 North, Range 12 West, Wi1lamette Meridian, County
of Jefferson, State of Washington.
Said parcel of land being more particularly described as follows:
Beginning at the quarter corner common to sections 32 and 29, from which
the section corner bears N. 87031'03" W. a distance of 2658.22 feet:
Thence N. 87031'C3" W. along the North section line of said section 32,
a distance of 1329.11 feet to the N.E. corner of Government Lot 1,
section 32, Township 24 North, Range 12 West;
Thence S. 02048'50" W. along the East line of Government Lot 1, of said
section 32, a distance of 813.4C feet to the easterly margin of said
county road Project 486 and the True Point of Beginning:
Thence S. 02048'50" W. a distance of 166.93 feet to the westerly margin
of said county road Project 486;
'!lu:!llce N. la"llj'O(i" ~~. along said westerly margin a distance of 2C7.35
feet;
Thence S. 71044'54" W. a distance of 10.00 feet;
Thence N. 18015'06" W. a distance of 200.00 feetl
Thence S. 71044'54" W. a distance of 10.00 feet;
Thence N. 18015'06" W. a distance of 200.00 feetl
Thence S. 71044'54" W. a distance of 10.00 feet;
Thence N. 18015'06" W. a distance of 5.34 feetl
Thence along the arc of a 9CB.83 foot radius curve which long chord
bears N. 15003'25" W. a distance of 101.30 feet;
Thence S. 78008'16" W. a distance of 10.CO feet;
Thence along the arc of a 91B.83 foot radius curve which long chord
bears N. 08029'14" W. a distance of lC8.18 feetl
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Thence 5, 84053'16" W. a distance of 10.00 feet:
Thence a10na the arc of a 928.83 foot radius curve which long chord bears
N, 02046'22" E. a distance of 254.85 feet:
Thence N. 10039'29" E. a distance of 78.37 feet to the mean high water
line of the Queets River:
Thence S. 80048'39" E. along said mean high water line a distance of
39,01 feet:
Thence N. 86057'04" E. a
Thence S. 64039'56" E. a
Thence S. 16031'23" E. a
Thence S. 33037'01" E. a
Thence S. 10039'29" W. a
county road project 486:
Thence along said easterly margin along the arc of a 748.83 foot radius
curve which long chord bears S. 06008'52" W. a distance of 117,77 feet:
Thence N, 88021'44" l'1. a distance of 10.00 feet:
Thence along the arc of a 758.83 foot radius curve which long chqrd bears
S. 01044'14" E. a distance of 89.35 feet:
Thence S. 84053'16" W. a distance of 10.00 feet:
Thence along the arc of a 768.83 foot radius curve which long chord bears
S. 08029'14" E. a distance of 90.52 feet:
Thence S. 78008'16" W. a distance of 10.00 feet:
Thence along the arc of a 778.83 foot radius curve which long chord bears
S, 15003'25" E. a distance of 86.81 feet:
Thence S. 18015'06" E. a distance of 5.34 feet:
Thence S. 71044'54" W.,a distance of 20.00 feet:
Thence S. 18015'06" E. a distance of 100.00 feet:
Thence S. 71044'54" W. a distance of 10.00 feet:
Thence S. 18015'06" E. a distance of 200.00 feet:
Thence S. 71044'54" W. a distance of 10.00 feet:
Thence S: 1~015'06" E. a distance of 151.58 feet to the True Point of
Beg inning. .
distance
distance
distance
distance
distance
of
of
of
of
of
42.20 feet:
43.42 feet:
41.59 feet:
55.87 feet
1.37 feet to
the easterly margin of
The above parcel of land contains an area of 2.81 acres, more or less,
Quinault Allotment No. 253, Sophie Harlow
A parcel of road right-of-way for county road project .,51'2 as shown on
the Jefferson County Right-of-Way .Map, approved March 14, 1983, said parcel
of land being a portion of the northeast quarter of the northwest quarter
of section 32, Township 24 North, Range 12 West, Wil1amette Meridian,
County of Jefferson, State of Washington.
Said parcel of land being more particularly described as follows:
Beginning at the West one-quarter corner of said section 32, from which the
center one-quarter corner bears S. 87039'13" E. a distance of 2674.04 feet:
Thence S. 87039'13" E. along the east-west center section line a distance
of 1337.02 feet to the S.E. corner of the southwest quarter of the north-
west quarter of said section 32:
Thence N. 02048'50" E. along the east line of said southwest quarter of
the northwest quarter of said section 32, a distance of 1313.40 feet to the
S.E. corner of the Government Lot 1 of said section 32:
Thence N. 02048'5C" E. along the east line of Government Lot 1 of said
section 32, a distance of 666.92 feet to the easterly margin of said county
road Project 512 and the True Point of Beginning:
Thence S. 18015'C6" E. along said easterly margin a distance of 712.77
feet:
Thence N. 87035'09" W. a distance of 64.13 ~eet:
Thence N. 18015'06" W. a distance of 534.37 feet;
Thence N. 02048'50" E. a distance of 166.93 feet to the True Point of
Beginning.
The above parcel of land contains an area of 0.86 acres, more or less.
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QuinauJt Allotment No. 111, Henry Harlow
TEMPORARY EASEMENT FOR CONSTRUCTION PURPOSES ONLY
A parcel of existing and proposed temporary right-of-way for construction
purposes only, for county road project 486 as shown on Jefferson County
Right-of-Way Map, approved March 14, 1983. Said parcel of land being
situated in that portion of Government Lot 1, Section 32, Township 24
North, Range 12 West, and that portion of Government Lot 16, Section 29,
Township 24 North, Range 12 West, Willamette Meridian, County of Jefferson,
State of Washington.
Said parcel of land being more ~articularly described as follows:
Beginning at the one-quarter corner cornman to sections 32 and 29, from
which the section corner bears N. 87031'03" W, a distance of 2658.22 feet;
Thence N. 87031'03" W, along the north section line of said section 32,
a distance of 1329.11 feet to the N.E. corner of Government Lot 1 of said
section 32; .
Thence S. 02048'50" W. along the East line of Government Lot 1 of said
section 32, a distance of 813.40 feet to the westerly margin of said
county road Project 486;
Thence N, 18015'06" W. along the westerly margin of said county road
project 486, a distance of 207.35 feet;
Thence S. 71044'54" W. a distance of 10.00 feet;
Thence ~~ 18015'06" W.~a distance of 100.00 feet to the True Point of
Beginning, .
Thence S. 71044'54" W. a distance of 40.0C feet,
Thence N. 18015'06" W. a distance of 300.00 feet,
Thence S. 71044'54" W. a distance of 10.00 feet,
Thence N. 18015'06" W. a distance of 5.34 feet;
Thence along the arc of a 938.83 foot radius curve which long chord bears
N. 15003'25" W. a distance of 104.63 feet,
Thence S. 78008'16" W. a distance of 10.00 feet,
Thence along the arc of a 948.83 foot radius curve which the long chord
bears N. 08029'14" W. a distance of 111.71 feet,
Thence S. 84053'16" W. a distance of 4C.00 feet;
Thence along the arc of a 988.83 foot radius curve which the long chord
bears N. 01044'14" W. a distance of 116.42 feet,
Thence N. 88~21'44" W. a distance of 20.00 feet; ,
Thence along the arc of a 1008.83 foot radius curve which the long chord
bears N. 06008'52" E. a distance of 158.65 feet;
Thence N. 10039'29" E. to the mean high water line of t.he Queets River a
distance of 51.64 feet,
Thence tl. 82010'50" E. along the mean high water line of the Queets River
a distance of 46.49 feet;
Thence S. 79020'31" E, a distance of 35.91 feet;
Thence S. 10039'29" W, along the westerly margin of said county road
project 486, a distance of 66.37 feet;
Thence along the arc of a 928.83 foot radius curve which the long chord
bears S. 02046'22" W. a distance of 254.84 feet;
Thence N. 84053'16" E. a distance of 1C.00 feet;
Thence along the arc of a 918.83 foot radius curve which the long chord
bears S. 08029'14" E. a distance of 108.18 feet;
Thence N. 7800B'16" E. a distance of 10.00 feet;
Thence along the arc of a 9CB.83 foot radius curve which the long chord
bears S. 15003'25" E. a distance of 101.30 feet;
Thence S. 1B015'C6" E. a distance of 5.34 feet;
Thence N. 71044'54" E. a distance of lC.OO feet;
Thence S. lB015'06" E. a distance of 20C.OC feet;
Thence N. 71044'54" E. a distance of lC.OC feet;
Thence S. lB015'06" E. a distance of lCC.CO feet to the True Point of
Beginning.
The above parcel of land contains an area of 0.93 acres, more or less,
The above right-of-way parcels together aggregating a total of 3.67 acres,
more or less.
As shown on the Jefferson County right-of-way survey plan maps entitled
County Road project 512, Clearwater Road, M.P. O.CO to M.P. 0.401 and
County Road project 4B6, Right-of-Way Plan, Queets River Bridge, M.P. 0.40
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to H.P, 0.98; County Road
project No. BROS-2016(4);
Sanstrom, County Engineer;
Peninsula Agency and which
No. 206, state Log No. 10750; Federal Aid
said survey map approved March 14, 1983 by M. L.
which survey maps are filed at the Olympic
maps by reference, are made a part hereof.
This easement is subject to any prior valid existing right or claim and
is for an unlimited number of years so long as said easement shall be
actually used for the purpose above specified; PROVIDED, that.this right-
of-way shall be terminable in whole or in part by the Grantor for any of
the followinQcauses upon 30 days' written notice and failure of the
Grantee within said notice period to correct the basis of termination
(25 CFR 169.20):
A, Failure to comply with any term or condition of the .grant or
the app~icable regulations.
B, ,A non-use of the right-of-way for a consecutive two-year period
for which it was granted.
C, An abandonment of the right-of-way.
D, Failure of the Grantee, upon completion of construction, to
file with the Grantor ~n affidavit of completion pursuant to 25 CFR 169.16.
The condition of this easement shall extend to and be binding upon
and shall inure to the benefit of the successors and assigns of the Grantee,
,\
IN WITNESS WHEREOF, Grantor has executed this grant of easement this
28th day of November , i984.
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UNITED STATES OF AMERICA
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U.S. D PARTMENT OF THE INTERIOR
BUREAU OF INDIAN AFFAIRS
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,C!:r;!'.'::J) (of! FILED
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.il I'!.j~,~u .,\n;:/~ r:'~FICE
117 7018_
84 DEe!? p 3: '18
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SECTION
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7016
&fKt!.Q!i1.fQ2.!1f!il
STATE OF WASHINGTON )
) ss:
COUNTY OF GRAYS HARBOR)
BEFO~E ME, a Notary Public, in and for said County and State,
on this 28th day of tlovpmhpr , 1984, personally
appeared Rav Maldonado , whose name is subscribed -to
the foregoing Grant of Easement' for Right-of-Way as
Superintendent , Olympic Peninsula Agency, Bureau of Indian Affairs,
and who acknowledged that he is and was at the time of signing same,
Superintendent . Olympic Peninsula Agency, Bureau of Indian
Affairs; and he pe~sonally acknowledged to me that he executed the
said Grant of Easement for Right-of-Way as his free and voluntary act
and deed for the uses and purposes set forth therein,
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117
7018
APPLICATION FOR RIGHT-OF-WAY
JEFFERSON COUNTY. WASHINGTON
hereby makes application pursuant to the Act of February 5, 1948 (62 Stat. 17,
18; 25 USC 323-328), and in accordance with Departmental Regulations 25 CFR 161,
as amended, for a variable width road ril'lht-of-way over and across portions
of Quinault Allotments Ill, 112. and 253..
The location of said right-of-way and its. extent are more particuiarly
shown and .delineated on .the accompanying. map which has been prepared in
compliance with 25 CFR 161.8, and ~hich by this referance is made a part hereof.
Jefferson County
agrees to comply with the following
stipulations in the event the right-of~way herein applied for is granted.
(a) To const~ct and maintain the right-~f-way in a workmanlike manner.
(b) To pay promptly all damages and compensation, in addition to the deposit
made pursuant to 25 CFR 161,4, determined by the Secretary to be due the
landowners and authorized users and occupants of the land on account of
the su.rvey, granting, construction and maintenance of the right-of-way.
(c) To indemnify the landowners and authorized users an~ occupants sgainst
any liability for loss of life, personal injury and property damage
arising from the construction, maintenance, occupancy or use of the lands
by the applicant, his employees, contractors and their employees, or
subcontractors and their employees,
(d) To restore the lands as nearly 8S msy be possible to their original
condition upon the completion of construction to the extent compatible
wlth the purpose for which the right-of-way was granted,
(e) To clear and keep clear the lands within the right-of-way to th~. extent
compatible with the purpose of the right-of-way; and to dispoae of all
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~. UNITED STATES
DEPARTMENT OF THE INTERIOR
BUREAU OF INDIAN. AFFAIRS
;"uphie Harlow
Jefferson County
Dept. of Public Works
117
7018
STATEMENT OF OWNERS OF ALLOTTED INDIAN LANDS TO ACCOMPANY
APPLICATION FOR RIGHT-OF-WAY
. ... ,....2?:Y;!'1?!!:_!.'_<<:~!~~.!;'.!."!.._____.....__......_ Agency, _.._.._.._......__..._____..____.._, 19.1l.
Allotment No. Qyi"U9.YJ.&..?!2.L_ .. Allottee -~?'P..~.~.!:...~~=-~2..~...m......_.m_..._.............._..._...m.._
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Description -A...R~~t.1..Qn..9.f..).,>m\L1!'A1:h;i.t'...~h~..~.~!!..!!!:l:!.t..~~'?,_?~!_!.....i1.9..B.......R....1.Z..I:I...L.....
a..M .., ,.J.effer.s.on.~.o.unj;y..:.Hl\._.s;.Qnt....1.n.i_'1g:....l;L~2..!!c;:.~~I...~Q!;e.LB/.~=......_.'..m.....___ ...____._.
The undersigned, owner_ of said land, hereby (do..e.l'- JlIIC9 consent.,_ to the granting of a 1)............
.!",e.!'l.IJ11!)!'!.n!;..~9F_.!)},gh1!!!;l.Y..9!..Y.'llE!~~.~..~gtl]...._ right-of-way thereover, as contemplated by the
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upon the following tenns and conditions (for the reasons given below) :
MUt14>>Hk~ll~ On payment of cash damages as determined by
Superintendent upon completion.
Other tenns or comment: .'I:his..easement..qJ:ants..J:ef.fer.aan..Ccun.t1I....lAA"..Dept..,of ......
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UNITED STATES
DEPARTMENT OF THE INTERIOR
BUREAU OF INDIAN AFFAIRS
Quinault Allot. # 111
Henry Harlow
Jefferson County
Dept, of Public Works
117
7018
STATEMENT OF OWNERS OF ALLOTTED INDIAN LANDS TO ACCOMPANY
APPLICATION FOR'RIGHT-OF-WAY
,...
. .Q~2!1!E!"9..?$lnj.}).!;~!i:L___._.._.._____._..._.__ Agency, ____.__.__________..._._......____..._, 19~.
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Allotment No; .Q~j..r)-'~JJ1t__!_.U._ Allottee _ .__H~_.H<l.;_j,Qlo{.....__........._..m_...___........_.___._,...._._
Description -A..poJ:t.ion_.c.f..land....lo7ii:hin._LQt....1.6__Q~_.s.e!;~..2.9..an..;t_LQt_.J..fJf...s.e.c~..3.2.". T_.,
.Z!l..tl.......R,...l2..W,.,..W_M,....~~f_f~nQ.tL.c;:fJynj:.Y.._!'1l\,...9gnt!!Jn;i.nq.6...!!P1...es;~~.~:,..j;9.j:_;:1.t....BI.W,l_
-plus 0.93 acres for construct !.ermit.
The undersigned, owner A. of said Ian ,hereby (do ___ Jl~ consent.._ to the granting of a J:L,......,...
.~l'.1'.eJ\l,e!\t...;gx..h:i,gh~...Y..9.1;:.,y.;ad"w.J.,.....~!,,9.j:.\}..._ right-of-way thereover, as contemplated by t.he
appl ication of .JlellAl:.tJll.lmt.,..9J...P.llRU.9 ..W9.~.~.I!~..i!.....J"f:!'l.;:!i-':?!!...9.9,\ln!:X J. ..~.I}~h!"tl.9.1:9!! ,................__
upon the following terms and conditions (for the reasons given below) :
~itHlIH~~'tlOOCB~U On payment of cash damages as determined b~'
Superintendent upon completion,
Other tenna or comment: __.!rhis...easemen.t...g%:an.ts...Ief.fe%:son..Coun.t.y+,.WA,..Dep.t....of,....
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Governor
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OFFICE OF ARCHAEOLOGY AND HISTORIC PRESERVATION 117 7018
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111 West Twenty-First Av!"nue, KL-11 . Olympia, Washington 98504 . (206) 753-4011
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August 29, 1984
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Mr, Ray Maldonado
Bureau of Indian Affairs
Clympic Peninsula Agency
P.O. Box 12C
Hoquiam, WA. 98550
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Log Reference: 551-F-BIA-09
Re: Clearwater Road Re-Alighment
Right of Way, Quinault Res,
Dear Mr. Maldonado:
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We have reviewed the materials forwarded to us for the above refer-
enced project. We concur with your consultant I s recommendations to
conduct an on-the-ground assessment once vegetation clearing has taken
place.
Thank you for this opportunity to comment.
Sincerely,
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Robert G. Whitlam, Ph.D.
State Archaeologist
(2C6) 753-44C5
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RECEIVED - B I A
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REAL r:::Or::::1TY MC'.;\1T.
OLVMPI~ PENI.~SUL" AGFr'CV
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Jefferson County
Department of Public Works
COURTHOUSE
PORT TOWNSEND, WASHINGTON 98368
TE;L, (206)385'3505
)EFFERSON COUNTY COURnlOUSE
NATIONAL HISTORIC SITE
.PORT TOWNSEND, WASHINGTON
BRIAN L. SHELTON, DIRECTOR
August 2, 1984
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Mr. Everett Patt
Bureau of Indian'Affairs
Olympic Peninsula Agency
P,O. Box 120, Post Office Building
Hoquiam, WA 98550
Re: Cultural Resource Survey
Dear Mr. Patt:
RECEIVED - 81 A
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Enclosed are copies of letters from Archeological and Historical Services of
Eastern Washington University. The letter of September 14, 1981 recommends
that a survey be performed after the construction area is cleared and grubbed.
The contract will have a special provision included to allow for this survey.
Please forward this information to the Portland office for approval.
If you have any questions, please call.
Very truly yours,
Brian L. Shelton, P.E.
Di rector
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'Gary A. Rowe
Assistant Director
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Quinault Allot. # 111
Henry Harlow
Jefferson County
Dept. of Public Works
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Form5-5403
(8eIlt.19~11I
UNITED STATES
DEPARTMENT OF THE INTERIOR
BUREAU OF INDIAN AFFAIRS
STATEMENT Of OWNERS Of ALLOTTED INDIAN LANDS TO ACCOMPANY
APPLICATION fOR RIGHT-Of-WAY
. .Q!~:e;i"g,_.?~n,i._I)-'ml!!.._________...._.______.__ Agency, ____________________..________..________, 19~,
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Allotment No, ..Q!!,i..I)-'~Bl~_.!,g._ Allottee ___.R~__RM.lQW....._....m._____.._.____._..___m._._______.._..._
Description -A_PQJ:t.icn..ox..~and..107it.hin..Lat....J.6__Qf._.s,e''__.2.!il__an.Q..LQj;..l.,g.f._s.e.c...,.l2... ..~__,
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'plus 0.93 acres for construct p(lxmit.
The undersigned, owner.a.. of said land, hereby (do .._,._. ~ consent,.., to the trranting of a JJ"...........
. ~":;eJllJm1;..:fQJ;:..t\.:j,gllw.<lY..Qf..,y.;\,;.:!,flP.J,"'_.l'l,i,\\t,)J..,__. right-of.way the~over, as contemplated by the
application of ...lleIllU:.tJl\en!;.. .QJ_.P.\lP,Jvi..<;; ..!19,;'.15!'!J.. i!.",..~! !,!~~.g!l.,,9.'?ul}!::i /. .,~~'!!h;i"u9.1;9n ......m.____m._
upon the following terms and conditions (for the reasons given below) :
:w:ttKlIlIt,:~ On payment of cash damages as determined by
Superintend~nt upon completion,
Other tenna or comment: ...!Chis...easelllent...gran.ts...:Ie.f.ferson..Coun.t.y'....WA..,.Dep.t....oL...
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,.Ellt>.J..i.J;1...w"xka,...1.tJ:l_.aw;.s;IUI.ElQ.rJ:l,_anQ,_JUIIl.j"gnll"..~.xj,gl\.t..),j"Uli...t~!t.t.9...~n~.. 9_QDlit.;'.\,I.QJ;;i.9.u.<_.,
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..t.he..~J,~_q.n!l\.t!JL_I!P-'\.9..___l\PP."l!h!i'_l}.9__Y.!\.J..\I~-'..J.~.,a?!L~.'i'.. !!._IJl.:!-.I}}'!'!!!!Jl...<J9!1I!lJ,d-
Ownel'll:
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ClARY OF RIGHT OF WAY ACTIVITIC,.
o RELOCATION ASSISTANCE
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o PROPERTY MANAGEMENT
Project No. SR Title Parcel
Queets River Bridge Replacement
c.s. Federal Aid No. I Mailing Address of SUbject owner
R{W l.ocatlon of Subject
6 250 Jefferson County 486-002 Allotment 111
DATE ACTIVITIES
t int Corbett Shale
,. int Agnes Shale Keating 275-8142 Pacific Beach
~ int James Douglas McBride 276-8148 :phone is under name of Charles
E. McBride (Blanch).
8/15/84 After finding where the owners live in Pacific Beach (See Corbett
Shale diary) met with Corbett Shale, Agnes Keating, and Blanch
McBride, the Guardian of James Douglas McBride, at the home of
Mrs. Keating in Moclips, Yellow hOuse, turn right at the grocery
store before going down the hill into Moclips. Mrs. Keating's house
is the second or third house painted light yellOW with picture window
in front. I gave the three a fair offer letter and Mr. Shale,
Mrs. Keating, Mrs. McBride a verbal offer of $6,250 for right shaded
in yellow on the Road Plan, I explained the appraisal, the road plan
and Ie ft the map with them,
Mrs, Mc8ride has strong objections to the price. She feels it is too
low and stated we were taking a gravel pit and not paying for it. She
was insistent that she will not settle and it was difficult to explain
that they would need some documentation that our appraised figure is
incorrect. Mrs. McBride is very vocal about her feelings. , Mr. Shale
and Mrs. Keating thought the price was fair. All parties are going
to talk this over, and I am to contact them next week.
9/24 Stopped by BIA in Hoquiam and checked with Mr. Frost, Social Servlces,
if Blanch McBride could act as guardian for James Douglas McBride,
and 11e said "'(es. " Mrs. McBride has been away and just returned to
Pacific Beach, and I made appointment to meet her at Mrs. Keating's
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'ARY OF RIGHT OF WAY ACTIVITI( )
o RELOCATION ASSISTANCE
o PROPERTY MANAGEMENT
ProJcu:t No. SR Title Parcel
Queets Riber Bridge Replacement
c.s. Federal Aid No. I Mailing Addr.,ls 01 Subject owner
RfW L-oatlon of SubJect
Jefferson County 486-002 Allotment 111
DATE ACTIVITIES
9/24 (Cont.)
house at 1:00 p.m. She d~dn't show, I went over town and found her
in the coffee shop. She had her toe operated upon for removal of
; the nail, and forgot meeting. We returned to Mrs, Keating's
our
house and she was gone. Her daughter said she would be right back
and we waited until 4:00 p.m, Went over the maps again and explained
how we needed the bridge approaches. They will not sign for a new
road because they think it's a gravel pit. But they' signed for the
bridge approach. Then I went to Corbett Shale's house, and he signed.
Returned ,to Olympia.
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Contract:Rigbtof Way Agent
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Real Estate Services
Acquisition - Relocation- Appraisal
PHONE (206) <156-1742
October 1 , 1984
Jefferson County Road
Queets River Bridge Replacement
Allotment 111 and 253
Jeffe.rson Co ,486-002 and 512-002
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CERTIFICATE
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"I hereby certify that the written instruments secured and
forwarded herewith embody all the considerations agreed
upon between me an~ the owner or his representative~ agree-
ment on said instruments .asreached .ithout ~oercion, prom-
ises Dther than those shown in the instruments~ or threats
of any kind whatsoever by or to either partY1 1 understand
that the parcel 1s to be secured for use in connection with
Federal-aid project; I have no direct or indirect present
or contemplated future personal interest in the parcel or
in any benefit from the acquisitio of such property."
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4524 27th Ct. S.E.
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SEP 26 1975
11'};NA H~"~S~tyCleri
EPUTY
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IN THE SUPERIOR COURT OF THE STATE OF WASHINGTON
For the County of Grays Barbor
In the .Matter of the Guardianswpof
In Probate
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JAMES D. McBRIDE,
No. ,;)63--1<-/
850786
an incompetent,
ORDER APPOINTING GUARDIAN
A petition for letters of guardianship was heard .and the court .finds:
1, All notices required.by law have 'been given or waived.
2,Tbe facts set .forth .inthepetition are true, and the court has jurisdiction over
the person and estate of the incompetent.
3, Tht'lproposedguardian is qualified and is .entitled to letters of guardianship;
NOW. THEREFORE,
!TIS ORDERED that "letters ,ofg-.lardianswp ~or the person .and estate of the
a,b?ve named incompetent b.e issued to ....~.~IfE".'MCDta..................,..,....,..."..,upon
fIlmg an oath .and.8 .bond;m the Bum~,Ooo._......_
DONE IN OPEN COURT ON ,....._..-'r.........17............:,.lil~...
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JUDGE
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F. Michael Misner
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Add....
,..,.....Haqu.i.zun"".\'Za.shi.ng:ton ,..92550,..,........
City
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CItric'. Date 'tamp
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TOTAL MIEA"
AIGHT-GF-1Mr TO
- ACQUIMD 11'I
"UF~ COUIITY'
JIDiIAIMItIIG Mlf:A'
CONSTRUCTJON PIMIIT
M24G5 *-S
CONSTRUCTION PERMIT
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( "-002 )
ALLOTMENT ..J.LL..
~. LOT I
COA8ETT SHALE
A8.U SHALE
..AIlES IICIlR.DE:
HAIIRY SHALE
.aa&ACIIES
.J.459 JliCAES
28 ACIIU
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ALLOTMENT ~
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CORaETT .HALE
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ALLOTMENT III
GOV. .LOT ,a
CORlETT IlfALE
AgEa SHALE
.JAIIES lie .,DE
HAIIRY SHALE
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ALLOTMENT III
GOV. LOT 1
CORBETT SHALE
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HARRY SHALE
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END PROJECT
STA 21+00.00
(SI2-002 )
ALLOTMENT W.
HE 1/4. NW 1/4
COMETT SMALE
TOTAL AMA:
RIGHI'-Qf....-, TO
.~8Y
"ElF. COUIn'Y:
REMAINING MEA I
4OJ04 ACRES
C!!!! ACRES
31U4S ACRE:S
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JEFFERSON COUNTY
SCALE IN "lET
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IN REPL V REFER TOI
Real Property Mgmt.
Tenure. & Mgmt.
United States Department of the InteriorQuinault Allot. fl's
111 & 253
BUREAU OF INDIAN AFFAIRS Clearwater Rd. &
Olympic Peninsula Agency ~/~~~s River Bridge
Post Office Bldg., P. O. Box 120 of,
Hoquiam, WA 98550 ~
November 29, 1984
Mr. Brian L. Shelton, P.E., Director
Department of Public Works
Jefferson County Courthouse
Port Townsend, Washington 98368
Dear Mr. Shelton:
Enclosed is a copy of the easement grant for the Clearwater Road
right-of-way and the Queets River Bridge project, across Quinault
Allotment Nos. III and 253.
The easement originals are being submitted to our Portland Title
Plant for final review and recording. An original approved and
recorded easement will be sent to you once the documents are
received back at this office.
Enclosure
\inCerelY.)
_, ~ ~ Ij. AA d
~superintend~~
II:<.~
GAl1'~-rP ~<<.
P~'4~
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[~ECEIVErj:
DEe 3 198,;
JEFFERSON COUNT'
ENGINEERS OFF/e,,;
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IilQIVIOU(LY O~Ji:ED
Henry Harlow
Ouinault Allotment No, 111
Sophie Harlow
Quinault Allotment No. 253
Queets River Bridge and
Clearwater Road
GRANT OF EASEMENT FOR RIGHT-OF-WAY
KNOW ALL MEN BY THESE PRESENTS:
That the United States of America, acting by and through the ,
SUDerintendent, Olympic Peninsula Agency, Bureau of Indian Affairs, Depar~~
ment of the Interior, Post Office Building, p, O. Box 120, Hoquiam,
':Iashington 98550, hereinafter referred to as "Grantor", under authority
contained in general delegations of authority in Portland Area Office
Redelegation Order No, 3 (34 F.R. 15813, October 14, 1969, as am~nded F,R,
44, No, Ill, June 7, 1979); and pursuant to the provlslons of the Act of
February 5, 1948 (62 Stat, 17; 25 U,S,C. 323-32B), and Part 169, Title 25,
Code of Federal Regulations, in consideration of One Dollar ($1,00) and
other good valuable consideration, the receipt of which is acknowledged,
does hereby grant to the Department of Public Works, Jefferson County,
Port Townsend, Washington 98368, their successors and assigns, hereinafter
referred to as "Grantee", an easement for right-of-way for the following.
purposes, n~mely: A 60-foot wide road right-of-way, and a road right-of-
way and bridge approach right-of-way of variable widths to facilitate the
construction of the Queets River Bridge, county road Project 486, with the
right to repair and maintain said road right-of-way, across the following
described lands embraced within the Quinault Indian Reservation, County of
Jefferson, State of Washington, to Wit:
Quinault Allotment No, Ill, Henry Harlow
A parcel of road right-of-way for county road Project 486 as shown on the
Jefferson County Right-of-Way Map, approved March 14, 1983, said parcel of
land being situated in that portion of Government Lot 1, Section 32,
Township 24 North, Range 12 West, and that portion of Government Lot 16,
Section 29, Township 24 North, Range 12 West, Willamette Meridian, County
of Jefferson, State of Washington.
Said parcel of land being more particularly described as follows:
Beginning at the quarter corner common to sections 32 and 29, from which
the section corner bears N. 87031'03" W. a distance of 2658.22 feetl
Thence N. 87031'03" w. along the North section line of said section 32,
a distance of 1329.11 feet to the N.E. corner of Government Lot 1,
section 32, Township 24 North, Range 12 Westl
Thence S. 02048'50" W. along the East line of Government Lot 1, of said
section 32, a distance of 813.40 feet to the easterly margin of said
county road Project 486 and the True Point of Beginning:
Thence S. 02048'50" W. a distance of 166.93 feet to the westerly margin
of said county road Project 4861 '
Thence N. 18015'06" W. along said westerly margin a distance of 207.35
feetl
Thence S. 71044'54" W. a distance of 10.00 feetl
Thence N. 18015'06" W. a distance of 20C.00 feetl
Thence S. 71044'54" W. a distance of 1C.00 feetl
Thence N. 18015'06" W. a distance of 200.00 feetl
Thence S. 71044'54" W. a distance of 10.00 feetl
Thence N. 18015'06" W. a distance of 5.34 feetl
Thence along the arc of a 908.83 foot radius curve which long chord
bears N. 15003'25" W. a distance of 101.30 feetl
Thence S. 78008'16" W. a distance of 10.00 feetl
Thence along the arc of a 918.83 foot radius curve which long cr,ord
bears N. 08029'14" W. a distance of 108.18 feetl
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Thence 5, 84053'16" W. a distance of 10.00 feet:
Thence alona the arc of a 928.83 foot radius curve which long chord bears
~, J2046'22~ E, a distance of 254.85 feet:
Thence N, 10039'29" E. a distance of 78.37 feet to the mean high water
line of the Queets River:
Thence 5, 80048'39" E. along said mean high water line a distance of
39.01 feet:
Thence N. 86057'04" E, a
Thence 5, 64039'56" E. a
Thence 5, 16031'23" E. a
Thence 5, 33037'01" E. a
Thence 5, 10039'29" W. a
county road Project 486:
Thence along said easterly margin along the arc of a 748.83 foot radius'
curve which long chord bears 5, 06008'52" W. a distance of 117.77 feet:
Thence N. 88021'44" W. a distance of 10.00 feet:
Thence along the arc of a 758.83 foot radius curve which long chqrd bears
S. 01044'14" E. a distance of 89.35 feet:
Thence 5, 84053'16" W. a distance of 10.00 feet:
Thence along the arc of a 768.83 foot radius curve which long chord bears
S. 08029'14" E. a distance of 90.52 feet:
Thence S. 78008'16" W. a distance of 10.00 feet:
Thence along the arc of a 778~83 foot radius curve which long chord bears
S, 15003'25" E. a distance of 86.81 feet:
Thence S. 18015'06" E. a distance of 5.34 feet:
Thence S, 71044'54" W. a distance of 20.00 feet:
Thence S. 18015'06~ E. a distance of 100.0~ feet:
Thence S. 71044'54" W. a distance of 10.00 feet:
Thence S. 1.8015'06" E. a distance of 200.00 feet:
Thence S. 7i044'54" W. a distance of 10.00 feet:
Thence S. 18015'06" E. a distance of 151.58 feet to the True Point of
Beginning.
distance
distance
distance
distance
distance
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42.20 feet:
43,42 feet:
41.59 feet:
55.87 feet~.-
1,37 feet to
the easterly margin of
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The above parcel of land contains an area of 2.81 acres, more or less.
Quinau1t Allotment No. 253, Sophie Harlow
A parcel of road right-of-way for county road Project 512 as shown on
the Jefferson County Right-of.Way Map, approved March 14, 1983, said parcel.
of land being a portion of the northeast quarter of the northwest quarter
of section 32, Township 24 North, Range 12 West, Willamette Meridian,
County of Jefferson, State of Washington.
Said parcel of land being more particularly described as follows:
.
Beginning at the West one-quarter corner of said section 32, from which the "
center one-quarter corner bears S. 87039'13" E. a distance of 2674.04 feet:
Thence S. 87039'13" E. along the east-west center section line a distance
of 1337.C2 feet to the S.E. corner of the southwest quarter of the north-
west quarter of said section 32;
Thence N. 02048'50" E. along the east line of said southwest quarter of .
the northwest quarter of said section 32, a distance of 1313.40 feet to the
S.E. corner of the Government Lot 1 of said section 32;
Thence N. 02048'5C" E. along the east line of Government Lot 1 of said
section 32, a distance of 666.92 feet to the easterly margin of said co~nty:
road Project 512 and the True Point of Beginning;
Thence S. 18015'06" E. nlong said easterly margin a distance of 712.77
feet:
Thence N. 87035'09" W. a distance of 64.13 feet;
Thence N. 18015'06" W. a distance of 534.37 feet;
Thence N. C2048'50" E. a distance of 166.93 feet to the True Point of
Beginning.
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The above parcel of land contains an area of 0.86 acres, more or less. .,-', ."'.":'.
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Quinault ~llotment No. 111, Henry Harlow
TE)!PORARY EASE~ENT FOR CONSTRUCTION PURPOSES ONLY
A parcel of existing and proposed temporary right-of-way for construction
purposes only, for county road Project 486 as shown on Jefferson County
Rig~t-of-Way Map, approved March 14, 1983. Said parcel of land being
situated in that portion of Government Lot 1, Section 32, Township 24
North, Range 12 West, and that portion of Government Lot 16, Section 29,
Township 24 ~orth, Range 12 West, Willamette Meridian, County of Jefferson,
Sta te of Nashington. .:
Said parcel of land being more ?articularly described as follows: ,
Beginning at the one-quarter corner common to sections 32 and 29, from
which the section corner bears N. 87031'03" W. a distance of 2658.22 feet;
Thence N. 87031'03" W, along the north section line of said section 32,
a distance of 1329.11 feet to the N.E. corner of Government Lot -1 of said
section 32;
Thence S. 02048'50" W. along the East line of Government Lot 1 of said
section 32, a distance of 813.40 feet to the westerly margin of said
county road Project 486;
Thence N. 18015'06" W. along the westerly margin of said county road
Project 486, a distance of 207.35 feet;
Thence S. 71044'54" W. a distance of 10.00 feet;
Thence N. 18015'06" W. a distance of 100.00 feet to the True Point of
Beginning;
Thence S. 71044'54" W. a distance of 40.00 feet;
Thence N. 18015'06" W. a distance of 300.00 feet;
Thence S. 7'1.044'54" 'f7. a distance of 10.00 feet;
Thence N. 18015'06" W. a distance of 5.34 feet;
Thence along the arc of a 938.83 foot radius curve which long chord bears
N. 15003'25" W, a distance of 104.63 feet;
Thence S. 78008'16" W. a distance of 10.00 feet;
Thence along the arc of a 948.83 foot radius curve which the long chord
bears N. 08029'14" W. a distance of 111.71 feet;
Thence S. 84053'16" W. a distance of 40.00.feet;
Thence along the arc of a 988.83 foot radius curve which the long chord
bears N. 01044'14" W. a distance of 116.42 feet;
Thence N. 88021'44" W. a distance of 20.00 feet;
Thence along the arc of a 1008.83 foot radius curve which the long chord
bears N. 06008'52" E. a distance of 158.65 feet;
Thence N. 10039'29" E. to the mean high water line of the Queets River a
distance of 51.64 feet;
Thence N. 82010'50" E. along the mean high water line of the Queets River
a distance of 46.49 feet;~
Thence S. 79020'31" E. a distance of 35.91 feet;
Thence S. 10039'29" W. along the westerly margin of said county road
Project 486, a distance of '66.37 feet;
Thence along the arc of a 928.83 foot radius curve which the long chord
bears S. 02046'22" W. a distance of 254.84 feet;
Thence N. 84053'16" E. a distance of 10.00 feet;
Thence along the arc of a 918.83 foot radius curve which the long chord
bears S. 08029'14" E. a distance of 108.18 feet;
Thence N. 78008'16" E. a distance of 10.00 feet;
Thence along the arc of a 908.83 foot radius curve which the long chord
bears S. 15003'25" E. a d~stance of 101.30 feet;
Thence S. 18015'06" E. a distance of 5.3~ feet;
Thence N. 71044'54" E. a distance of 10.00 feet;
Thence S. 18015'06" E. a distance of 200.00 feet;
Thence N. 71044'54" E. a distance of 10.00 feet;
Thence S. 18015'06" E. a distance of 100.00 feet to the True point of
Beginning.
The above parcel of land contains an area of 0.93 acres, more or less.
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more or less.
As shown on the Jefferson County right-of-way survry plan maps entitled
County Road Project 512, Clearwater Road, M.P. C.OO to M.P. 0.401 and
County Road project 486, Right-of-l~ayP1an, Queets River Bridge, M.P. 0.40
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to :'1. P. 'J, OJ 8; County Road
Project No. BROS-2016 (4) ;
Sanstrom, County Engineer;
peninsula Agency and which
No. 206, State Log No. 10750; Federal Aid
said survey map approved March 14, 1983 by M. L.
which survey maps are filed at the Olympic
maps by reference, are made a part hereof.
This easement is subject to any prior valid existing right or claim and
is for an unlimited number of years so long as said easement shall be
actually used for the purpose above specified; PROVIDED, that this right- ~
of-way shall be terminable in whole or in part by the Grantor for any of ~
the following causes upon 30 days' written notice and failure of the
Grantee within said notice period to correct the basis of termination
(25 CFR 169,20):
A, Failure to comply with any term or condition of the-.grant or
the applicable regulations.
B, Anon-use of the right-of-way for a consecutive two-year period
,
for w~ich it was granted~ l
C. An abandonment of the right-of-way.
D, Failure of the Grantee, upon completion of construction, to
file with the Grantor an affidavit of completion pursuant to 25 CFR 169,16.
The condition of this easement shall extend to and be binding upon
and shall i~ure to the benefit of the successors and assigns of the Grantee.,.
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IN WITNESS WHEREOF, Grantor has executed this grant of easement this
?Rth day of Nnv,.mh,... , 1984.
UNITED STATES OF AMERICA
by
U.S, EPARTMENT OF THE INTERIOR
BU~EAU OF INDIAN AFFAIRS
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STATE OF WASHINGTON )
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COUNTY OF GRAYS HARBOR)
BEFORE ME, a Notary Public, in and for said County and State,
on this 28th day of Novf!mbf!r , 1984, person,?l1y
appeared Ray Maldonado ,whose name is subscribed ~o
the foregoing Grant of Easement for Right-of-Way as
Suoerintendent , Olympic Peninsula Agency, Bureau of Indian Affairs,
and who acknowledged that he is and was at. the t;'me of signing same,
Superintf!ndf!nt ., Olympic Peninsula Agency, Bureau of Indian
Affai rs; and he personally acknowledged to me that he exec,uted the
said Grant of Easement for Right-of-Way as his free and voluntary act
and deed for the uses and purposes set forth therein,
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IiIDIVIDU,f' ',Y O...iiiED
Henry Harlow
Ouinault Allotment No, 111
Sophie Harlow
Quinault Allotment No, 253
Queets River Bridge and
Clearwater Road
GRANT OF EASEMENT FOR RIGHT-OF-WAY
KNOW ALL MEN BY THESE PRESENTS:
That the United States of America, acting by and through the ~
Superintendent, Olympic Peninsula Agency, Bureau of Indian Affairs, Depar~~
ment of the Interior, Post Office Building, p, O. Box 120, Hoquiam,
~ashington 98550, hereinafter referred to as "Grantor", under authority
contained in general delegations of authority in Portland Area Office
Redele9ation Order No, 3 (34 F,R, 15813, October 14,1969, as ame_nded F,R,
44, No, Ill, June 7, 1979); and pursuant to the provisions of the Act of
February 5, 1948 (62 Stat, 17; 25 U,S.C. 323-328), and Part 169, Title 25,
Code of Federal Regulations, in consideration of One Dollar ($1,00) and
other good valuable consideration, the receipt of which is acknowledged,
does hereby grant to the Department of Public Works, Jefferson County,
Port Townsend, Washington 98368, their successors and assigns, hereinafter
referred to as "Grantee", an easement for right-of-way for the following
purposes, n~mely: A 60-foot wide road right-of-way, and a road right-of-
way and bridge approach right-of-way of variable widths to facilitate the
construction of the Queets River Bridge, county road Project 486, with the
right to repair and maintain said road right-of-way, across the following
described lands embraced within the Quinault Indian Reservation, County of
Jefferson, State of Washington, to Wit:
Quinault Allotment No. 111, Henry Harlow
A parcel of road right-of-way for coun'~y road Project 486 as shown on the
Jefferson County Right-of-Way Map, approved March 14, 1983, said parcel of
land being situated in that portion of Government Lot 1, Section 32,
Township 24 North, Range 12 West, and that portion of Government Lot 16,
Section 29, Township 24 North, Range 12 West, Willamette Meridian, County
of Jefferson, State of Washington.
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4. Said parcel of land being more particularly described as follows:
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Beginning at the quarter corner common to sections 32 and 29, from which
the section corner bears N. 87031'03" W. a distance of 2658.22 feet;
Thence N. 87031'03" W. along the North section line of said section 32,
a distance of 1329.11 feet to the N.E. corner of Government Lot 1,
section 32, Township 24 North, Range 12 West;
_Then.c~.S. 02048_'_50"W.>~long:;:the,::::.East line of Government Lot 1, of said
section 32, a dis€ance .of 813.40 feet to the easterly margin of said
county road Project 486.-arfd--the True Point of Beginning:
Thence S. C2048'50" W. a distance of 166.93 feet to the westerly margin
of said county road project 486/ '
Thence N. 18015'06" W. along said westerly margin a distance of 207.35
feet/
Thence S. 71044'54" W. a distance of 10.00 feet/ ,/
Thence N. 18015'06" W. a distance of 200.00 feetl-
Thence S. 71044'54" W. a distance of 10.0C feet/v
Thence N. 18015'06" W. a distance of 2CO.00 feet;.
Thence S. 71044'54" W. a distance of 10.00 feeti"
Thence N. 18015'06" W. a distance of 5.34 feet/--
Thence along the arc of a 908.83 foot radius curve which long chord
bears N. 15003'25" W. a distance of 101.30 feet; v
Thence S. 78000'16" W. a distance of 1C.00 feet;~'
Thence along the arc of a 918.83 foot radius curve which long cr,ord.....,
bears N. 08029'14" W. a distance of 108.18 feeti v
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Thence S. 84053'16" I.... a distance of 10.00 feet;./
Thence alone the arc of a 928,83 foot radius curve which long chord bears-'
>:, :J2046'22" E. a distance of 254.85 feet;V
Thence N, 10039'29" E. a di.stance of 78.37 feet to the mean high water
line of the Queets River; /
Thence S. 80048'39" E. along said mean high water line a distance of
39,01 feet;V
Thence N. 86057'04" E. a distance of 42,20 feet;V
Thence 5, 64039'56" E. a distance of 43.42 feet;V
Thence 5, 16031'23" E. a distance of 41.5~ feet;./'
Thence 5.33037'01" E. a distance of 55.87 feet,~
Thenc~)s, 10039'29n~]_._ a distance of l.~ hfee:d!:? the easterly margin of
county road J?J;:oj~~t 486 i::::---~ - - -. --. -------!- ---------
~~~ce'along saide~erly margi~~Bng t e arc of a 748.83 foot radius
curve which long chord bears S. 06008'52" w'I' a distance of 117.77'/feet;
Thence N. 88021'44" ~1. a distance of 10.00 feet;/'
Thence along the arc of a 758.83 ~oot radius curve which long chQrd bears
S. 01044'14""E. a distance of 89.35/feet;
Thence s. 84053'16" W. a distance of 10.00 feet;./'
Thence along the arc of a 768.83~oot radiup curve which long chord bears
S. 08029'14" E.~a distance of 90.52 feet;'../'
Thence s. 78008'16" W. a distance .of 10.00 feet;../
Thence along the. arc of a 778,83 "'foot radius curve which long chord bears
S. 15003'25" E.~a distance of 86.81 feet;./'
Thence s. 18015'06"E. a distance of 5.34 feet;-
Thence 5, 71"44'54" W. a distance of 20.00 feet;'"
Thence s. 18015'06". E. a distance of 100.00. feet;,./
Thence 5, 71044'54" W. a distance of 10.00 feet;./
Thence S. 1.8015'06" E. a distance of 200.00 feetr
Thence s. 71"44'54" W. a distance of 10.00 feet;/"
Thence s. 18015'06" E. a distance of 151.59 feet to the True Point of
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The above parcel of land contains an area of 2.81 acres, more or less.
Quinau1t Allotment No. 253, sophie Harlow f){/
A parcel of road right-of-way for county road project 512 as shown on
the Jefferson County Right-of::-Way Map, approved March 14, 1983, said parcel,
of land being a portion of the northeast quarter of the northwest quarter
of section 32, Township 24 North, Range 12 West, Wi11amette Meridian,
county of Jefferson, State of Washington.
Said parcel of land being more particularly described as follows:
Beginning at the West one-quarter corner of said section 32, from which the
center one-quarter corner bears S. 87039'13" E. a distance of 2674.04~eet;
Thence S. 87039'13" E. along the east-west center section line a distance
of 1337.C2 ~eet to the S.E. corner of the southwest quarter of the north-
west quarter of said section 32;
Thence N. 02048'50" E. along the east line of said southwest quarter of "
the northwest quarter of said section 32, a distance of 1313.40 feet to the'
S.E. corner of the Government Lot 1 of said section 32;
Thence N. 02048' 50" E-. along the east line of Government Lot 1 of said
section 32, a distance of 666.92 -feet .to t.he easterly margin of said co~nty:
road Project 512 and the True Point of Beginning;
Thence s. 18015'06" E. along said easterly margin a distance of 712.77~
feet;
Thence N. 87035'09" W. a distance of 64.13 feet.;-
Thence N. 18015'06" W. a distance of 534.37 feet;-.
Thence N. 02048'50" E. a distance of 166.93 feet to the True Point of-
Beginning.
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The above parcel of land containa an area of 0.86 acres, more or less.
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TE:.!!'ORARY EASEMENT FOR CONSTRUCTION PURPOSES ONLY
A parcel of existing and proposed temporary right-of-way for construction,
purposes only, for county road Project 486 as shown on Jefferson County
Right-of-Way Map, approved March 14, 1983. Said parcel of land being
situated in that portion of Government Lot I, Section 32, Township 24
North, Range 12 West, and that portion of Government Lot 16, Section 29,
Township 24 North, Range 12 West, willamette Meridian, County of Jefferso~,
State of l'i'ashington, ,:
Said parcel of land being more ?articularly described as follows: .
Beginning at the one-quarter corner common to sections 32 and 29, from
which the section corner bears N. 87"31'03" W. a distance of 2658.22 feet;
ThenceN, 87"31'03" w. along the north section line of said section 32,
a distance of 1329.11 feet to theN.E. corner of Government Lot "1 of said
section 32;
Thence S. 02"48'50" W. along the East line of Government Lot 1 of said
section 32, a distance of 813.40 feet to the westerly margin of said
county road project 486;
Thence N. 18"15'06" W. along the westerly margin of said county road
project 486, a distance of 207.35 feet;
Thence S. 71044'54" W. a distance of 10.00 feet;
ThenceN. 18"15'06" W. a distance of 100.00 feet to the True Point of
Beginning;
Thence S. 71044'54" W. a distance of 40.00 feet;-
Thence N. 18015'06" W. a distance of 300.00 feet;/
Thence S. 71044'54" '1'7. a distance of 10.00 feet;/
Thence N. 18015'06" W. a distance of 5.34 feet; ~
Thence along the arc of a 938.83) foot radius curve which long chord bears
N. 15003'25" w. a distance of 104.63 feet~
Thence S. 78008'16" W. a distance of 10.00 feet;/
Thence along the arc of a 948.83 foot radius curve which the long chord
bears N. C8029'14" W. a distance of 111.71 feet;~
Thence S. 84053'16" W. a distance of 40.00.feet;J
Thence along the arc of a 988.83 foot r.adius curve which the long chord
bears N. 01044'14" W. a distance of 116.42 feet;/
Thence N. 88021'44" W. a distance of 2C.CO feet;J
Thence along the arc of a 1008.83 foot radius curve which the long chord
bears N. 06008'52" E. a distance of 158.65 feet;/
Thence N. 10039'29" E. to the mean high water line of the Queets River av
distance of 51.64 feet~
Thence N. 8201C'5C" E. along the mean high water line of the Queets River
a distance of 46.49 feet;/ '" ",
Thence S. 7902C'31" E. a distance of 35.91 feet;' ,~, 1
Thence S. 10039'29" w. along the westerly margin of said county road
Project 486, a distance of 66.37 feet;v
Thence along the arc of a 928.83 foot radius curve which the long chord
bears S. 02046'22" W. a distance of 254.84 feet;/
Thence N. 84053'16" E. a distance of 10.0C feet;./
Thence along the arc of a 918.83-foot radius curye which the long chord
bears S. 08029'14" E.a distance of 108.18 feet;,
Thence N. 78008'16" E. a distance of 10.00 feeti
Thence along the arc of a 908.83 foot radius curve which the long chord,
bears S. 150C3'25" E. a distance of 101.30 feety
Thence S. 18015'06" E. a distance of 5.34 feet;'
Thence N. 71044'54" E. a distance of 10.00 feet;v
Thence S. 18015'06" E. a distance of 200.00 feet;"
Thence N. 71044'54" E. a distance of 10.00 feet;'-"'"
Thence S. 18015'C6" E. a distance of 100.00 feet to the True Point of -'
Beginning. /
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The above parcel of land contains an area of 0.93 aores, more or less.
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The above right-of-way parcels together aggregating a total of 3.67 a;;r'es, ,.,
more or less.
As shown on the Jefferson County right-of-way surv~y plan maps entitled
County Road Project 512, Clearwater Road, M.P. O.OC to M.P. 0.40; and
County Road Project 486, Right-of-Nay Plan, Queets River Bridge, M.P. 0.40
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to :,1. P. 'J. 38, CountyRoad
project~o.BROs-20 16 (4');
Sanstrom, County Engineer:,
Peninsula Agency and .which
t~o. 206., State Log No. 107SC;Federal Aid
said survey map approved March 14, 1983 'by M. L.
which survey maps are filed at the Olympic
maps by reference, ,are :made a part bereof.
This easement is subject to any .prior v.ali,dexisti.ng right or .clai,mand
i sfo r a nunl.i mi ted n umbe ro f years so 1.ong as sa ideasement shall 'be
actually used for the purpose above specified:; PROV1DED. that thisriBht- \:
of-way shall be terminable in whole or inp.art by the Gr,antor fDran.,y of :~,
the fol10w.ingcausesupon .30 ,days 'writtenn,oticeand failure of the
Grantee within .saidnoti.ce p.eriod to correct the basis of t.e:rmination
(2.5CFR 169.20)::
A, Failur.e :1:o.comply,withany term ",:r ,con.diti,on .of t'he-_gr.ant ,o'r
the .ppli~abl. reBu1~ti"'ns-
B. AnDn-,useof theright-of-wa.,y f,ora consecuti'vJ:! two-.yearperiod
for w~ich it was ..grante,d.~
C. An aba.ndonmento:f the :right-of-way..
D, Fa~11ur,e,of the ,G.r.antee".upon ,completionofconst:r,ucti,on., to
file with .theGr,antoran ,affidav1tofcompletion p.urs.uant t02SCFR Hi9.16,.
The.condi.ti,on ,ofthisea.sements hall extend to and be bindingup.on
and shall i~u,reto the :benefi:t .of the :s,uccessorsand,assigns ,of ,the ,Gr,antee..
INWITNES~S,WHEREOF..Gr,antorhas ,executed this :9,r,ant "of .e.asement this
?Rt:hda.,y,o.f 'Nn"..mh.... .. 1'984,.
'UNlTED :STATES OF AMERICA
~by
u.s. EPARTMENTOF THE l'NTERI0R
BUREAU OF INDIAN AFFAIRS
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COUNTY OF GRAYS HARBOR)
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BEFOREME~a Notary Publi.c, in and for said County and State,
on this 28th day of Novpmbpr . 1984, person~lly
appeared Ray Maldonado . whose name is subscribed -to
the foregoingG.rant of Easement for R1ght-of-~lay as
Suoeri ntendent ~01y.mp icPeni nsula Agency ~ Bureau of I nd; an Affa1 rs ~
and who a.cl<now1erlged that he ;s and was at, the time of .s;gn;ngsame.
'SupeTintpl'ldpnt ...,Olympi.c P,eninsula Agency. Bureau of Ind; an
Affairs; and he :pe:r.sona11Y .a.ckno.wledged to me that he executed the
said Grant of Ease.ment f.orRight-of-Wayas his free and 'voluntary .act
and deed for the uses and purposes set f.orth therein.
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KENNETH ENDORF-
Contract Right of Way Agent
Real Estate Services
ArquisiUOD - Relocation - Appntisal
'HONE l2lIGl 456-1742
August 15, 1964
OFFER LETTER
Mr. Corbett Shale
Ms. Agnes Shale Keating
Mr. James Douglas McBride
Re: ~efferson County Road #206
Queets River Bridge Replacement
Allotment III
Jefferson ~nty 466-002
Dear Quinault Tribal Owners:
The Jefferson county Department of Public Works desires to replace
the Queets River Bridge adjacent to your ownership near Clearwater,
Washington. The present bridge is becoming unserviceable and
presents safety problems to its users.
It is necessary to ask for easement rights from your ownership. A
copy of Jefferson County Road Plan of Project 466 showing their
needs is attached for your inspection.
The County has had the- easement appraised by a qualified appraiser
with many years' experience in the appraisal field. All appraisals
have been further reviewed by the Bureau of Indian Affairs and the
compensation amounts have been approved.
Jefferson County will need your agreement and signature on the
Owner's Consent form to accompany the application for right of way.
The payment of $6,250, the appraised compensation, is offered for
your approval. Payment will be made to the Superintendent at his
direction.
The attached brochure by the Washington State Department of Trans-
portation provides explanation of Jefferson County acquisition
procedures and the relocation assistance program when applicable
to the property rights transfer.
4624 27th Ct. S.B.
GIl -ca-1
Lace,. WA 98603
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Mr. Corbett Shale
Ms. Agnes Shale Keating
Mr. James Douglas McBride
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August 15, 1984
I sincerely hope you are in accord with the County Project of
replacing the Queets River Bridge and the compensation that is
offered to you. May I have your decision in the near future.
Sincerely,
Jefferson County Department of
Public Works
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KENNETH ENDORF
Contract Right of Way Agent
Real Estate Services
Acquisition - ReloeatioD . Appraisal
PHONE (2OG1 456-1742
August 20. 1984
Mr. A. L. Frost
Bureau of Indi3n Affairs
P. O. Box 120 - P. O. Building
Hoquiam. WA 98550
Attn: Ms. OeAnn Miller
Re: Jefferson County
Queets River Bridge
Replacement
James Douglas McBride
Dear Ms. Miller:
Jefferson County needs to acquire a road easement from several
owners of Allottment 112. One of the owners is James Douglas McBride.
A copy of the consent form furnished by the Bureau of Indian Affairs
is attached for your use.
In discussing t,e matter with the allot tees on August 15th, a Blanch
McBride, the mother of ~ames Douglas McBride, acted for him at the
meeting. Mrs. McBride's role is legal guardian for James Douglas
McBride. who is incompetent. Enclosed also is a copy of the order
appointing guard,ian in the Court of Grays Harbor County. Probate
Court No. 20344.
The Title status Report of the Bureau fails to show any guardian"hip
for James Douglas McBride.
I have several questio~s regarding further negotiations with Mrs.
Blanch McBride:
Is Mrs. McBride qualified to act in behalf of Mr. McBride in regard
to tho consent form concernl,g Indian Affairs?
Must the consent form be corrected to show Mrs. McBride as guardian
before signatures can be obtained?
..
If I am advised to obtain Mrs. McBride's signature on the present
form, what is the wording to be used to show S~~l) actlng as guard-
ian that will be satisfactory to the Bureau? ~C
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Ms. DeAnn Miller
-2-
August 20, 1964
Any other information you would deem appurtenant to the situation
would be welcomed.
As Jefferson County desires to pursue the acquiring of road ease-
ments as soon as possible, an early reply will be appreciated.
Sincerely,
. .
Kenneth Endorf
Contract Right of Way Agent
for Jefferson County
Enc. Consent form
Court order
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cc: Jefferson County
Dept. of Public Works
Jefferson County Court HOJse
P0rt Townsend, WA 98362
Attn: Garry Rowe
P!oject Engineer
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CERTIFICATE OF APPRAISER
I hereby certify:
That on January 19, 1984 , I personally made a field
inspection of the property herein appraised and that I have afforded the property
owner the opportunity to accompany me at the time of inspection. I have also
personally made a field inspection of the comparable sales relied upon in making
said appraisal. The subject and the comparable sales relied upon in making said
appraisal were as represented by the photographs contained in said appraisal.
That to the best of my knowledge and belief the statements contained in the
appraisal herein set forth are true, and the information upon which the opinions
expressed therein are based is correct; subject to the limiting conditions therein
set forth.
That such appraisal has been made in conformity with the appropriate State laws,
regulations, policies and procedures applicable to appraisals of right-of-way for
such purposes; that In appraising the value before acquisition, no consideration
has been given to increases or decreases in Fair Market Value caused by the public
Improvements; and that to the best of my knowledge no portion of the value assigned
to such property consists of items which are noncompensable under the established
law of said State.
That neither my employment nor my compensation for making this appraisal and
report are in any way contingent upon the values reported herein.
That I have no direct or Indirect present or contemplated future personal interest
in such property or In any. benefit from the acquisition of such property appraised.
That I have not revealed the findings and results of such appraisal to anyone other
than the proper officials of Jefferson County and I will not do 50 until so authorized
by Jefferson County, or until I am required to do so by due process of law, or until
I am released from this obligation by having publicly testified as to. :such findings.
That the conclusion set forth In this' appraisal Is my independent opinion of the value
of the property as of the 19th day ofJanuary ,1984 , and that such conclusion
was reached without collaboration, of direction as to value.
It is my opinion that the FAIR MARKET VALUE of the real property Is as follows:
VALUE: BEFORE ACQUISITION
VALUE AFTER ACQUISITION
$ 128,750
$ 122,500
VALUE DIFFERENCE
$ 6,250
The property hall been appraised for Its fair market value as though owned In fee
simple, or es encumbered only by the existing easement In favor of:
State of_Washington
Jefferson County
Date .Jf},c/, 11 . 11)'1'
Percell/ 486-002
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SUMMARY OF CONCLUSIONS
(Accounting tobu/otion - NOT indicotive 01 app"'isa/ method employee/)
INDICATED VALUE BEFORE ACQUISITION:
Highest and Best Use:............,..R,e.fQ.,r.:e,$.1i!,t,i.9.,(L..._.................___,_.___.__.._'____
Laud ar....a UnIt value
64. 2lJ6, acres...........___......... ... ,..,..,.$2o.OIIZ..peLacr.e._,_...._,
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Total area. .&lJ. ;!!lEi .ilC.. . . . . . ,TOTAL LAND
IMPROVEMENTS
Tllpe Size UnU "olue
Mobile Home ,l,nQ,~",!;I,P.p..r!;lJ!!~~.l,.."..,'_.._.."..,...__..._,...._..__..,.._._..__
F~~(;(::~h~d',::.,",._"..,......_.,..,_...."..,__"',..................._~_9_Qlr..,...._..___.._....,__.._
$.128..500.....,. ...._._.....
$.,-...,.....'"
$..-.".."-,....-..",..,-",..,,,......,-
$,..........-..,.-.........-"'.."..,.-"..
$, ,..,'..,........,..-............,-........-
$,128.,5,0.0,..._.........",.
$,-,-,-.-.--..,....--------
$,~.:!,!!..JH!...._.._.__
, ..""'..,......,...---......---.....-...-....,..,.. --.......,-,..-..,.....-..,..,'----...--,-"..- $-......---,--,..-,..-....---..--
..","'...,......,..,.......-"-..,-,'-..,..,-,........,.......-...-,-.-....-....,..----...-..-.- $..-.....-.--,-..-"-..---
""....,".."","'.."..,..,,....,'--..,---..--"-.."'...,-...-....,-.....-..,...,....,-.---..----,-.-.. $,--..-.-.--.,--,.--,,--...-,-
"" "" ,.."'..,-,-...."..-"-....,.,-......--..-,..----.--.-...,...,..-..,..-....__...._,-,-_._-_.._,..._,- $,"........,--..,...,..-..,--.-..,..-.
TOTAL IMPROVEMENTS $....,...........;!l?_!!....9..!!.__...
TOTAL INDlCATZD VALUE. , .. .. .... .., .. ... ..... , .., .., ...... ,
$_t?!!.,.I1!.!L___,_...
INDICATED VALUE OF REMAINDER:
Highest and Best Use:......"..__.__R.~.f.Q.r.e.!!,t.<:!.tIQI1.__..__....,'_..__,.._.__.._..___.,__._.__
Land area Unit value
!?.1.,_lI.,3.,~3'.c:.r~~,.._..__...,_.____.__._~;!.OOQ.i.p~!:..i!cre __
1E!~!?",IQ,~!?.,Qf.,'!,I~E!....!.!J~9..n.~!r..Y.'"t!Qn...!rr~__.__
,..-......T~t;i-';;;~;,_:_:&:,:-!ij.9.~it~ri."L:TOTAL ~-
IMPROVEMENTS
TJ/pe
$n.~~.l!.QIL_.__
$._,_..__.!UlIL,..,_...,.._
$.,-.--,-...----
$-------.---,...
$------...........---.-,-
$,U,~I._!!.Q9...___,...._....
SIz.
Unit "alu.
,'..""".,...".."...,',"..-........,..,........,...-.----,-....--------_...- $.-..-.-.-----..
'" ."..""'..,..........,-.-,-....,..-,..,....--.-,...--..-..-....,-,-..,--....-...---.....--,....-.. $,..._,.....__........._,__._..._.._...
, "'.."'.........,.....,..,..,...."......-"........-........,-...,......,--..-....-.-......--...-...,-"'-.. $-.-.....-..,--..................,...--..
,..,,'.."...........,-,..........-,-........-.."-....,-.---,-.-..-..-..,--...-.-..-...--..,-. $.-...----..,-,..,.................
",.",',','....,..,...,"',..-..,..,...,--..,"'..-......---,--.....,.-.-------..-.--.. $-.-......-.--...,-,......--.--.....,..
",.. '" ..", ""-,-,....-......,......,-...."...-..--..--,-....,-.-,-.------.--.-. $,--.-,.....,-..----..-...---.....
TOTAL IMPROVJ:Mun'S $.......,.._._._.__..,__._,..,..,.....
TOTAL INDICATD VALUE."" , " " ,,' " " , ." '" '" " . " , ,,'. $J.22~SOD.._...,_....
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BREAKDOWN OF ACQVJSmON:
Land area Unit "alu.
2 .l\Q7",a.,c:;rli!,!i,.."....."....,_,....__.._.__.._l~.lI,O'.O...z,_R~r..Jl'i<r.lL_.____._..
$5....6..01!..-,..__........_
$.,..--........-..........-..-..-..
$.,.....................-..........-.....
$-..-...,-.....""...-............
.........-.....-.......-......".......
"....5...li.QIL..__.......,_
,...,..".""".."'T~t;i...~~;~', jZ~,ijof.,P.r.,-,,~.~::-T;,-;~-~-;;-
IMPROVEMENTS
TJ/pe Sue Uft" val....
Feed ",shed, ""'..."..,..""..,..,.....'''_.,.................'''......"coD.lr_..._____"___"
....,250........_...............__
.,.....,......"'....'''.........,.-..,...,....
..-".--.........-.-......-...,.
.......-..-...-.-..........-.-...
.,..-.-......-,-..,......---'
.,.._."..,.25D,..............,..,......
TOTAL IMPROVEMENTS
DAMAGES
Item
Const.r,uctlon",pe.rmJ.t..a.r_.......,_.._....,,:.~......_........._,._......._......_......"
....400.._........._____
.,........-...--....-".........."..
$.___..1100._.___,_..._
.,...6...250.,....__._..._
TO'l'AL DAMAGES
Sub-total
IlENEFITS (Sublr.et)
Itrm
'..','.'..,"..'....,,,..,,,,,,........,,..'...........,,,......,,"........'....',,..'..".................. .,."-"..."..-.--.....".."'.....,,..
.."..,....,.',,,,,........'......,_.............,.............,,.......,,,,,,,..'..,......,...,,'........'. .'".".........,........"...................,..
TOTAL BIUlIU'ITI .........."..,..",,,,............,,........,..
DlfYcronce Between the Before and After Valuc:.l. , , , , , , , , " , . , , . . " , ., , " , . , , 0 , , "" ''-r254...--..,--
Dona,l!;! E.T"VI~r.,...."........"..""..... Appt'4I... Parcel No.}',"lt::,P.,Q~..,......,.._...."......".... '
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Photos are numbered (1,2, ete,) with camera location and direction of eech photo shown on the sketch below (or
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PLOT PLAN showing (1)slIbject perimeter dimensions. (2) street and allev frontages, (3) improvement locations
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SHORT FORM APPRAISAL REPORT
(1) OWNER'S NAME: C. Shale 25%, A. Shale 25%. J. McBride 25%. H. Shale 25%.
(2) ADDRESS OR LOCATION OF SUBJECT PROPERTY: North of SR10l lying on either
side of the Clearwater Rd, and south of the Queets River.
(3) LEGAL DESCRIPTION covered by title report dated 12-18-78 on subject parcel, a copy
of which is included in the addenda.
(4) DELINEATION OF TITLE (5 years):
From To date
Book/Page
Consideration Confirmed with
None in past 5 years.
(5) (a) PHYSICAL DESCRIPTION OF PARCEL INCLUDING ZONING, PRESENT USE AND HIGHESl
AND BEST USE:
I rregular shape tract of land lying on either side of the Clearwater Rd. Property abutts both the
Queets and Clearwater Rivers. Topography would be described as level to undulating with grounc,
cover of native brush and reproduction timber. Located west of the road is a mobile home and
located east of the road is a feed shed. Both areas are partially cleared. fenced and used for
cattle. Public power and telephone service are into the site. Water is by a well, sewer
disposed of by septic tank and drainfield. Zoned Designated Forestry which allows 1 homesite
per 20 acres. Highest and best use is the same,
(b) DESCRIPTION OF PROPERTY RIGHTS TO BE ACQUIRED:
Partial acquisition of trust owned land.
(c) EFFECTS OF ACQUISITION:
Jefferson county is proposing a re-21lignment and the construction of a new bridge which
will require 2.807 acres of subjects property. Also a construction permit area of .930 acres
will be needed. Included In the acquisition is a feed shed and some fencing. Loss of use of the
land in the construction permit area for say 2 years, or until construction is completed. Damages
are apparent to this area. No other apparent damages or benefits due to the acquisition when
Items No. 3 and 4 below are met.
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(d) 1. CORRELATION OF LAND SALES:
Sales indicate a value range for subject from $1167 to $2080 per acre. II 1 Indicated the
lower value and was considered Inferior at 1167 per acre as It did not have river frontage,
This sale indicated an overall unit value of $3333 per acre and would be considered superior
for timber. 1/ 3 would be considered most comparable at $2080 per acre overall, Based on
these sales, it is my opInIon that subject would have a value of about $2000 per acre.
2, CORRELATION OF WHOLE PROPERTY SALES:
Subject Is Improved with an open feed shed and is considered to have a contribution value
of about $250.
(6) REMARKS AND ITEMIZED DAMAGES:
Title report shows an area of 63.85 acres. R /W map Indicates 64,246 acres. For appraisal
purposes the a'rea used In thIs appraisal wIll be as shown on the R/W map,
It was reported that .fter construction the exIsting road will revert back to the owners,
also a portion of the acquisition Includell existing road per Instructions 'by Jefferson Co.
A portion of the fence lies within the acquisition. This appraisal Is based on the assumption
that the county will replace any fencing In the acquisition.
A construction permit of .930 acres will be needed for the construction of the road.
This construction area will only be temporary until the road II completed. This appraisal
Is made with the assumption that the county will keep the elClltlng driveway to the mobile
home open and will replace the driveway when work Is completed.
5, The mobile home Is far removed from the acquisition, Is not affected nor appraised.
6, Loss of use In the construction area for a period of about 2 years. Based on a 10%
return, loss In this ar.. would be as follows:
.930 acres x $2000 per acre x 2 y.ars x 10\ = $372 say $400.
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Donald E. Taylor, Appraiser
Parcel No. 486- 002
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o COMPARABLE SALQDATA
ADDRESS or LOCATION: Northerly side of North of North Shore Rd., &, about 2 miles east of
PHOTOGRAPH & PLOT PLAN SKETCH (3).. Access: North Shore Road ( SR 101
n' b, Present Use: Vacant
c, H, & B. Use: Reforestation
d. Zoning: No zoning
e. Dimensions: Irregular
I. Area: 30 :!: acres
g. Sale Date: 5/9/81
h. Price: S 1 00, 000
I. Instrument: SWD 810610001
j. Terms: Cash to seller
k. E. Tax No.: 65862
I, Grantor. Patricia A. Martin
m Grantee: Roderick Timber Co.
n Conlirmed with
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(4) LEGAL DESCRIPTION:
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Portion of Government Lot 1# 1, 13-23-1 OW. Assessors Parcel No. 1/10010. Grays Harbor Co
(5) PROPERlY DESCRIPTION:
Undeveloped tract of land, sloping up above road grade in a northerly direction.
Property has a ground cover of brush and second growth timber. Access is from
a 50 foot strip from the North Shore Road running in a northerly direction.
Property has a view of the Qulnault Lake and hi situated within the boundaries
of the Olympic National Park.
(7) Comparative AnalY111
Total SIll PrIce III nn nnn
Sale property II loceted lOuthealt of subject and situated hi the Olympic
National Park. Highest and best ule and topography are considered
similar. Sale has a superior stand of timber than subject and by abstraction, sale
Indicated a bare land value of $1,167 per acre. Sale has a view of Qulnault
Lake subject has river frontage. Overall, sale would be considered Inferior to
subject at $1167 pel' acre for bare land and would be superior for overall value at
$3333 pel' Dcre due to superior timber. '
3333 pel' acre
overall
Donald E. Taylor
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() COMPARABLE SA(L;~ DATA
(1) ADDRESS or LOCATION: Adjacent to the Community of Moclips In Crays Harbor CO.
(2) 0 RAPH & PLOT PlAN SKETCH (3) a. AccIu: SR 101
, f b, PnIl1811t Uu: Vacant
c, H. & B. Use: Reforestation
d, Zoning: No zoning
o. Dimensions: Irregular
I. Area: 62.5 acres
~'DO' 0 g. Sale Dale: 9-20-83
h. Price: S 130,000
I. Instrument: W. D. 83920007
Terms: Cash
E, Tax No.: 74067
Grantor: Weyerhaeuser R.E. Co.
Grantee: Roderick Timber Co.
Confirmed with
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(4) LEGAL DESCRiPTION:
S.W. of N.E" 8 (26-12) assessors parcel 1# 20120B-210010 and portion Cov. lot
5, by East of Center line of State Highway. Parcel /I 201208-130000. Crays Harbor Coun
(5) PROPERTY DESCRIPTION:
Two parcels of land abutting at the corners. Topography would range from level
to undulating. Cround cover of conifer and hardwood timber. Parcel 13000 contains
40 acres, is square in shape and bisected by the Moclips River. Access to this parcel
would be thru the smaller parcel with easement over adjacent property. Parcel 210010
contains an area of 22.5 acres and has access from SR 1 01. Electricity and telephone
services are available.
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(6) ANALYSiS: TOTALVAWE UNIT VALUE "
a Extraction Data "
Land:
62.5 acras I 32,000 1512 per acre
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Timber I lIU,UOU S
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Land III1III'OYIftI8I
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Total Sale PIIcI . 130.000 $:lOBO acre overa
(7) Comparative Analysis
Sale property 15 located In the Mocllps area and Is similar In use as subject. Both sale
and subject have river frontage, however subject has far superior access to the river
than does sale. On the other hand, sale has a superior stand of timber than subject.
This property, sold 9/83 for an overall value of $20BO per acre and overall would
be considered about equal to subject property. '
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Donald E. Taylor
Sale 1/ 3
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() COMPARABLE SAt~ DATA
(1) ADDRESS or LOCATION: 2 miles weat of SR 101,
(2) PHOTOGRAPH & PLOT PLAN SKETCH
Northwest of Bower Rd. Adv. Humptullp. River
(3) a. AccesI: Easement road lto Ea.
b. Present U.:Vacant
c. H, & 8. Use: Investment or speculation
d, Zoning: General Development
e. Dime~sions: Irregular
I. Area: 61.47 acres
g. Sale Date: 6/11/80
h. Price: $ 87,000
i. Instrument:R.E.C, 80-08540
~ Terms: 17.400 dn, 8700 annual at 10'!,
It E, Tax No,:
I. Grantor: A. T .A. Corporation
m Grantee: Roderick Timber Co.
n. Confirmed with
Phillip RQQ9rkk
o. Date Inspected
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(4) LEGAL DESCRIPTION:
Assessors Parcel #I 20W112U-320010. Lot 3 and Lot 4 less So. 200' of E 660'
24( 20-11W) Grays Harbor County
Date 1/20/84
(5) PROPERTY DESCRIPTION:
Unimproved tract of land lying adjacent the Humptulips River to the East. land is
relatively level and has cover of brush and merchantable timber access 'from an easement
road. Mr. Roderick feels that when all trees are logged land will be free and clear.
(6) ANALYSIS:
a. Eldtactlon Data
Land:
TOTAL VALUE
UNIT VALUE .
61.117 acres (lend-timber)
ImprOlllltllllntll:
(7) Comparative Analysis
Total Sale PrIce
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Sale property Is located southeast of subject and situated on the Humptullps River.
Access Is from an easement road which Is Inferior to subjects access. Also river
frontage Is considered Inferior. On the other hand. Hie property has a superior
stand of timber. Sale property sold 6/80 for an overall vlllue of $1415 per acre
and overall. mainly due to date of IIIIle would be considered Inferior to subject
property.
Donald E. Taylor
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Sale /I 4
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(1) ADDRESS or LOCATION: Lying between Chehlllls River & South Bank Rd, Montesano
(2) PHOTOG & PLOT PLAN SKETCH (3) a Access; South Bank Road
b. Prelllllll U..: Residential
c. H. & B. Use: Agricultural
d. loning: Agricultural 2
1 e, Dimensions: Irregular
f. Area: 43 acres
g, Sale Dale: 8-21-81
h. Price: $ 52,000
i, Instrument: W. D.
j. Terms: Cash
k. E. Tax No,: 66723
I. Grantor: Edgar McCleary
m Grantee: Roy Ritter
n Confirmed with
Ed Prkut 1/25/84
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Taken By: D.E. Taylor Date 1/25/84 o. Dale Inspected 1/25/84
(4) LEGAL DESCRIPTION:
Tax It 10, 18 (17-7W) assessors Parcel It 170718-130030 Grays Harbor County.
(5) PROPERTY DESCRIPTION:
Unimproved tract of land lying adjacent totheChehalis River to the West. Land lies
3D' :t below road grade, is level and seeded to pasture except small patches of trees
along the river and the bank next to the road. Old abandoned dwelling situated on
a level area next to the road with access from a steep gravel road extending from
South Bank Rd. Power and telephone services available. Zoning Is for 1 homesite
per 110 acres,
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(6) ANALYSIS:
a. Ell1racllon Dall
Land:
113 acres
TOTAL VALUE
UNIT VALU
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. 52 000
.
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'1,238 per a
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(7) Comparative Analysis Total Sale PrIce $ 0;' oon
Sale property Is located west of Montesano and fronts on the Chehalls River. Use Is
considered about equal. Subject has superior ground cover, tha,t Is reproduction timber
versus pasture land, Sale property sold B/81 for $1238 per acre and overall would be
considered Inferior to subject property.
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REPORT OF CONTACT WITH OWNER
Date( s) of Contact
January 19, 1984
Method of Contact: Telephone [i:J Personal D Mail D
Persan(s) Contacted
E. Patt
Address
Federal Building, Hoquiam
538-1500
Telephone
Type of Property Interest: Record Owner W Contract Purchaser D
Date( s) of Joint Property Inspection
Person{s) Joining in Inspection
If Authorized Representative Supply Address and Telephone Number:
COMMENTS:
1/9/84 Called B.I.A. office In Hoqulam, Mi'. Patt not in.
1/10/84 Called B.I.A. office, referred to a Mr. Strong, he was out but secretary
said he would return the call. .le did not call back.
1/17/84 Mr. Patt said he would try and contact owner and set up an appointment
for ,1/19. '
1119/84 Talked to Mr. Patt, he had been unable to set up an appointment. He said
he was aware of this project and didn't need to visit the property. He said
he and B .I.A. appralllers from Portland would review the appraisal report.
Appral..r
DOT~r~sW'.o~~
Donald E. Taylor
10
Page -=--
.
.
Parc.1 No. 1186-002
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ALLOT....HT 0" RLsEAVA ION
T'UU;:-r NU".C" ecoc I "",",e UAME opt ORIGINAL ALLOTTEE
I 1t71
,,11~ l'lUW'IULT HENRY HARLOW
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ALLOTMI!.NT AND AMENDATORY ACTS ALL.OTMENT SCHEDULE APP..OVED I PAT!'NT I NUMinE"
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DESCRIPTION OF REAL. TY INTERESTS CURRENTL.Y UNDER .JURISDICTION OF B IA
Town. Nit NW oW Sit
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County, Washington, containing 63.85 acres. more or 1e...
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TITLE STATUS REPORT
DEPARTMENT 01'
BUREAU OF INC
111\
I
RESERVATION
NAMG'
II
"L'_ CT~r;.NT 0"
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I'Jl:1:'JlIlIlT
IOI;NTI'ICATIOH
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INDIVIDUAL' OR TRIBAL OWNERSHIP ,AND SHARES
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HUNC_AToa DCNOM''''A1'OIt HUNC"ATOII D&HCNIHA~ IHT&"IU
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1 10 1 " 0.25001
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AUOTMfNT aR
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IIfSUVAlION
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111
117
QUINAULT
3
TITLE TO THE REAL ESTATE herein described is held in trusPl!QltllMlt status suhject to
the following conditions, reservations, exceptions and encumbrances:
I. Hights in favor of the United States under patent/g) and.. or Acts of Congress' as follow:
None.
2, Easement for highway 100 feet in width, approved March 14, 1918, in
accordance with the provisions of the Act of March 3, 1901 (31 Stat. 1058-1083),
in favor of the State of Washington, over and across Lot 16 of section 29,
as set forth in document on file in this office under number 117-3356.
3, Easement for highway 60 feet in width, approved January 14, 1926, in
accordance with the provisions of the Act of March 3, 1901 (31 Stat, 1058-1084),
in favor of Jefferson County, Washington, as set forth in document on file
in this office under number 117-3361.
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As of the 18th day 01 December ,19.!!,ltt 8100 o'clock~:\I, the forellCllnll,
consistlnll of ~ pa"l, II a true and cOl'rect report of the HUAtUH of the title to the I'elll
estate described herein accordln" to nn eXllmlnation of the omclal land record I! maintlllned In
this "ffice,
This I'eport does not CII\'8r encl'/Jltchmentll, or questlonK of locution, houndllr)' and lIl'ell, which nn
lICCUI'lIte sur\'ey may disclose: rlllhtll or claims of pal'ties In IlOuelslon, III' cllllmlnll tll be In
IluKKcsKion; easements, liens, r"rhls 01' encumlll"snces, Includlnlf hut not limited to h'l'lIrlltion
chlll'Res, unpaid probate fees anel/or cllltms, 10ltles and pCI'mltN, which Itre not flied for recol'd
in this omce: un~' other rllrhtH which mlllht he dlsclfJsed f.'om u Jlh~'Rlcul insllectlon of the premlhes,
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Olympia. Washington 98504.5201
(206) 753.6005
Duane Beront.on
Secretary of Transportation
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'February::L, :J.99,],
Mr,.Gary :Rowe
Publ.ic ',Works :Director
Jefferson~ounty
1820.Jefferson.Street
,Port TOWDsend, 'WA '.98368"'5724
RECEi ." ,t;.U
FEB061991
JEFFERSON ,COUNTY
PUBLIC WORK'" DF.-
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,Jefferson ,county
.Queets :River 'Bridge
;F..A. 'Project 'No: 'llROS-:2016 (004)
Agreement:No:GC-61:J.8
'Work ,Orders:: 003089
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,Dear :Mr. :Rowe:
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We ,have ',received notification -that -this project :has 'been com-
pl.eted. ~n .the interest of ,expediting 'the cJ.osure ,of lour
agreement'with'your agency, :we have scheduJ.ed the;project :accounts
.tocl.oseon:KIl]'~, :3.991. :l:f ::there are ,any :addltiona:J.,eJ.igibl.e
expenditures incurred on this proj ect 'that 'your "agency iwoUl.d :J.:i.ke
to cl.aim, :pl.easeprocessafinlll llil.'l.l.nq :prior ::to this date,. ~f
you ,require anadditionaJ.:bilJ.l.ng :form, ,contact :your :District
Local. 'Programs 'Engineer.
l:ntheevent 'your ,agency is not abJ.e to 'prepare itsfina'l.bllJ.j;ng
prior 'to 'thescheduledclosuredate,pl.ease submitawrltten :re-
quest fora ,time extension ::to 'the District 'Local. 'Programs
Engineer. No additional biJ.lings wiJ.lbeprocessedafter the
schedUled closure ,date ,unless:a ::timeextension:hasbeen ,approved.
Also, if the contract on this project exceeded :$1,000,000." pJ.ease
submit a compl.etedPR-47 form to your Di8trict :Local. ,Programs
'Engineer (Secondary and .Railroadprojeci:8 do not :requirethe 'PR-47
form).
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Agenoy Aocounting
Di.t. 3 Acoounting
,Sinoerely,
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Fund Allooation ' ngineor
Local ,Programs Division
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Change
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511 SEAm.E.FJRST.....tlCIIiW. BAN8( I5lJU..DING C2D6t ~
11G2 HEWITT AVEME. E\IIEAE"1T4 iliA gugl
0,"", ADr. 5, 1990
CHANGE ORDER
~ O<_edbveno--........""'""<II_,....~
of _SW>daolSpecd_
Project No. 89035-20
ConlracI No. CR0749
o ~.._.", CcInuo<:uw
Endased By
Construction
Firm ".,.,
To: Bruch & Bruch Construction
228 HiQhwav 101 W.
Port Anaeles. WashinalOn 98362
..L3
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Dat
Sigutu,.
Sign ROUI8: Countv Road No. 914207
Federal AdlUAB No:
project Tolle: UDper Hoh Road
T$' Vice-President
eon.,., {II"" br SurelY: (When ReQuiltldJ
By:
AtlDmey-IrJ..FM:t
D.,.
... See l.etter dated 23' May ~99OESCR1PTlON OF WORK
You aro ordefBd 10 perlcrm !he lollowmg described _ upon """"PI at an /IIlllIO\/9d ~ at 1110 c:I1atlgC ardor.
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During construction of the roadway, the Contractor continued to encounter subgrade that could
not adequately support the typical traffic loads without yielding, These areas had to be
excavated and replaced with fabric and gravel base. Additional soils analysis by the County
required the planned depth of gravel base be increased to help prevent roadway failure in the
future, Additional drainage improvements were also required as necessitated by field
conditlons, Foundation conditions required additional construction fabric. The above elements
required additional traffic control needs.
The purpose 01 this change order is to adjust the estimated quantity of several bid items to more
accurately reflect the actual quantities resulting from the conditions described above, which are
presented in the final payment estimate.
Payment for items indicated remains the same unless specifically changed via negotiations with
the Contractor and reflected in this change order,
No additional contract lime will be granted as a result of this change order,
1'\
.
All .Drac. mal.fllll,.nd m....Ufemenl 10 be In ar.ordance .1Ih the PfIMIAON of IhIt StancSatd
SpucdlQlaon. and 5DecaaI PtDWllIO'l' 101' the type of mn"'ucIQf"l ....we_
ORIGINAl. CONTRACT CURRENT CONTRACT Esnw.TED NET CHANGE EST....A TED COHrRACT
A....OUNT AIlIOUNT \'HIS ORDER TOTAl. AFTER CHANGE
$ 435,641.40 $ 553,340.76 $ 122,596,50 $ 675,937,26
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ENTRANCO ENGINEERS. INC. Contract
Sheel ~Of ~ Number CR0749
51 S SEA na..e-#IRST .....TIONAL SAM( BU&L.DING _125UZC2
1102 HEWJn AVENUE. EVERETT. WI. 1IIZD1. . Change Order
Dale Aor, 5, 1990 CHANGE ORDER Number 3
ITEM UNIT UNIT ESTIMATEO eSTIMATED
NO. DESCRIPTION MEAS- PRICE QUANTITY AMOUNT
UHf CHANGE CHANGE
5 Unsuitable Foundation Excavation Including C.Y. $4,70 (+) 1.620 (,,: I $7,614,00
Haul
6 Borrow Excavation Including Haul C,Y, 5,65 (+) 10.000 ( +) 56,500,00
14 Gravel Base C.Y. 5,65 (+) 5,050 ( + ) 28,532.50
23 Piloted Traffic Control Hour 26,50 (+) 200 ( + ) 5,300,00
24 Traffic Control Labor Hour 18,50 (+) 800 (+) 14,800,00
C01' Ditch Excavation C.Y. 8,00 (+)450 ( + ) 3,600
30
C02! Geotextile Fabric S.Y. 1,25 (+) 5,000 ( + I 6,250,00
32
TOTAL f122.596,5!!.
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362 (206) 452-5388
23 May 1990
JEFFERSON COUNTY DEP^RTMENT OF PUBLIC WORKS
PO Box 1220
Port Townsend, WA 96368
ATTENTION: Bruce Laurie
Dear Bruce:
SUBJEC'l' :
UPPER 1I0H ROAD
County Road No. 914207
Contract No. CRO 749
Enclosed, please find the revised Final Estimate, Fina1
Contract Voucher Certification and Change Order "3
for the above referenced project.
I h;ave signed, the enclosed documents in order to close
out the project, but hold reservation for claim on
the following items:
Item No
1
2
4
5
6
14
Item Description
Mobi1ization
Clearing and Grubbing
Roadway Excavation Including lIaul
Unsuitable Foundation Excavation
Including Hau1
Borrow Excavation Including Haul
Gravel Base (Tr.uck Measure)
Nu, :l do not include
for the additional
to 1-09 .H( 2) with
'I'ho 11I1 i l peiceB in ClwIl9n 'ordol-
bonding costs, therefor.e, claim
cost shall be submitted according
the above 1isted items.
I am presently compiling all the necessary information
and hope to have it submitted in the near future,
Sincerely,
BRUCH & BRUCH CONSTRUCTION, INC.
(~/I'11 ;C-L3"II(~'{
~d R. Bruch
Suporintendent
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Number
511 SEAmE-FIA$T NATJONAL BANK BUIlDING (2OG)258..a202
1802 KEW11'T AVENUE. EVERETr, WA 88201
3
Oate ADr. 5, 1990
CHANGE ORDER
(gJ Ordered by E.'lgineef under lerma ot Section 1-04,4
01 the Standard 5pecjticabOnS
project No. 89035-20
ConlractNo. CR0749
o Change "'__ by ConU......
E.__ By, Bruch & Bruch Construction
Conu<<=*" Finn Name
To:
Bruch & Bruch Construction
228 Hiohwav 101 W.
POri AnoBles, Washinoton 98362
SiglJalur6
Dale
Tille:
Sign RoUte: Countv Road No, 914207
F_aJ AidlUAa No:
project TlIIe: Uooer Hoh Road
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eonNnt giwm by Suf8ry. (When ReqUired'
av.
Allome'l.In~IIC'
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DESCRIPTION OF WORK
You are "'dered 10 perform Ihe following described work upon rocelpl of en _ovod copy ollhe change order:
During construction of the roadway. the Contractor continued to encounter subgrade that could
not adequately support the typical traffic loads without yielding. These areas had to be
excavated and replaced with fabric and gravel base, Additional soils analysis by the County
required the planned dapth of gravel base be increased to help prevent roadway failure in the
future, Additional drainage improvements were also required as necessitated by field
conditions. Foundation conditions required additional construction fabric, The above elements
required additional traffic control needs,
The purpose of this change order is to adjust the estimated quantity of several bid items to more
accurately reflect the actual quantities resulting from the conditions described above, which are
presented In the final payment estimate,
Payment for Items indicated remains the same unless specifically changed via negotiations with
the Contractor and reflected in this change order,
No additional contract time will be granted as a result of this change order,
.1
All work. malan.l. end me..uromenl 10 be In KCOfdanCG With lhe pt'DVlllOf\l of lho S~,d
SpoCJllcahon. ann Spoaal P,OVlaaonI 'Of lhe rype 0' con..,uchon ,""oved
ORIGINAL CONTRACT
AUOUNT
ESTlUATED CONTRACT
TOTAL AFTER CHANGE
CURRENT CONTRACT
AUOUNT
EaTlUA TED NIrr CHANGE
THIS ORDER
$ 435.641.40
$ 553.340.76
$ 675,937,26
$ 122.596,50
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ENTRANCO ENGINEERS. INC, Contract
Sheet -L.Of -L- Number CR0749
610 SEAnLE.f"AST NATIONAL lANK BUILDING -,.........
US02 HEWITT AVENUe. EVERETT, WA 18201. . Change Order
Dale Apr. 5, 1990 CHANGE ORDER Number 3
ITEM UNIT UNIT ESTIMATED ESTIMATEP
NO, DESCRIPTION MEAS. PRICE QUANTITY AMOUNT
URE CHANGE CHANGE
6 Unsuitable Foundation Excavation Including C,V, $4.70 (+) 1,620 (+ )~7,614,OO
Haul
6 Borrow Excavation Including Haul C,V, 6,65 (+) 10,000 ( + ) 66,500,00
14 Gravel Base C,V, 5,65 ( + ) 5.050 ( +) 28,532,50
23 Piloted Traffic Control Hour 26.50 (+) 200 ( +) 5,300,00
24 Traffic Control Labor Hour 18,60 (+) 800 (+) 14,800,00
C011 Ditch Excavation C,V. 8,00 (+) 450 ( +) 3,600
30
C02! Gaolextilo Fabric S,V, 1,25 ( + ) 6,000 ( +) 6,250,00
32
TOTAL $122,596.50
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ENTRANCO ENGINEERS, INC~
Sheel~O' ---L- , Change
515 SEATTlE.fIRST NAnoNAJ. BANK BUILDING CZOO) 258.0202 Order
1002 KEWrn' AVENue. EVERETT. WA 118201
0010 AD,. 5. 1990 CHANGE ORDER . Number 3
18I Ordeted by Engineer undo, lerms of Saclion 1 ~... Project No. 89035-20
of 1M Slanda,d Specifications
Con~act No. CR0749
0 Change Pfoposed by Contractor
.. Bruch & Bruch Construction
Bruch & Bruch Construction To:
Endorsed By 228 Hiahwav 101 W.
Contractor Firm NMno
Port Anaeles, Washinmon 98362
SignatufO Oa,. Sign Roule: CounlV Road No. 914207
Tille: Fedetal AidlUAa No:
PIOJOCI TiUo: UDDer Hoh Road
Consent gIven by Surety: (Whon RsqUlrodl
BV'
AUomoy.ln-Fac, Oa,.
DESCRIPTION OF WORK
You aro ordered to perform tho fOllowing doacrlbod wort< upon receipt of an approved copy of tho chango order:
During construction of the roadway, the Contractor continued to encounter subgrade that could
not adequately support the typlcaltrafllc loads without yielding, These areas had to be
excavated and replaced with fabric and gravel base, Additional soils analysis by the County
required the planned depth of gravel base be increased to help prevent roadway failure in the
future, Additional drainage improvements were also required as necessitated by field
conditions, Foundation conditions required additional construction fabric, The above elements
required additional traffic control needs,
The purpose of this change order Is to adjust the estimated quantity of several bid items to more
accurately reflect the actual quantities resulting from the conditions described above, which are
presented 10 the final payment estimate,
Payment for Items indicated remains the same unless specifically changed via negotiations with
the Contractor and reflected in this change order,
No additional contract time will be granted as a result of this change order,
All work, mllalllt, and mo..urDmllnl 10 be In acorWlnco with the prOV111Of\1 of the Slancurd
SIMtCIlIc..INJnI Ind SpocUlI PIO'llIAlORI IOf lho typo ot cunltfuchon l"voMKt
ORIGINAL CONTRACT CURRENT CONTRACT ESTIlAA 1110 NET CHANGE ESTIIAA IllD CONTRACT
AIAOUNT AMOUNT THIS ORDER TOTAL AFTER CHANGE
$ 435,641.40 $ 553,340;Z6 $ 122,596,50 $ 675,937,26
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ENTRANCO ENGINEERS, INC. Contract
Sheet -LOf ~ Number CR0749
515 SEATTI.E-FIRST NA110NAL 8ANK BUILDING (200)258-6202
Oale Aor. 5. 1990 lG02 HEWfTf AVENUE. EVERETT, 'IIA 88201. . Ch.nge Order
CHANGE ORDER Number 3
ITEM UNIT UNIT ESTIMA TEO ESTIMATEO
NO. DESCRIPTION MEAS- PRICE QUANTITY AMOUNT
URE CHANGE CHANGE
5 Unsuitable Foundation Excavation Including C.y, $4,70 (+) 1,620 , (+) $7,614,00
Haul
6 Borrow Excavation Including Haul C,Y, 5.65 (+) 10,000 ( + ) 56,500,00
14 Gravel Base C,Y, 5.65 (+) 5,050 ( + ) 28,532,50
23 Piloted Traffic Control Hour 26.50 (+) 200 ( + ) 5,300,00
24 Traffic Control Labor Hour 18.50 (+) 800 (+) 14,800,00
COli Ditch Excavation C,Y, 8.00 (+) 450 (+) 3,600
30
C021 Geotextile Fabric S,Y, 1.25 ( +) 5,000 ( +) 6,250,00
32
TOTAL $122,596.50
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511001-1.....01 ~ Change
SUI SEATT1.E-FJRST NAT1QNAL BANK BUIlDSNG (200) 2580G202 Order
1002 HEWITt AVENUE, EVERETT, WA a8201 2
Date Aua.28, 1989 Number
CHANGE ORDER
18I Ofdetod by Enginoor under IOfms of Section 1.04.4 Projecf No. 89035-20
of the Slandard Specilicalions
Contract No. CR0749
0 Change ploposed by Contraclor
Bruch & Bruch Construction To: Bruch & Bruch Construction
Endorsed By; 228 HiahwBY 101 W,
. Contractor Finn Namq
~ 09/07/89 Port Anoeles, Washinaton 98362
. . nalU Oat County Road No. 914207
Jenn~ ~r ~. Bruch, PreS1~ent Sign Route:
Tille: Federal AidAJAB No:
Canson' given by SUrety: tWllon Roqui,od) Project TiUe: UDDer Hoh Road -
Bv:
Allomoy-ln.Facl ""'0
DESCRIPTION OF WORK
You aro ordored to pot1onn 1110 loIlowing described work upon rocoipl 01 an approved copy 01 Iho chango order.
Culvert Pipe
After removing the existing 24" CMP culvert pipe at ST A 35 + 12, the Contractor shall install :t 70
LF of 24" plain aluminum culvert pipe in the same location, or as directed by the Engineer.
At ST A 50 + 81. \he existing 12. CMP culvert pipe shall be replaced by :I: 70 LF of 18" plain alu.
minum culvert pipe,
Additional 24. plain aluminum culvert pipe shall be placed the full width of the roadway, approxi-
mately 70 LF, in the vicinity of STA 77+50, The exact location will be determined in the field by
the Engineer,
Additional quantities for lIem #12, .Structure Excavation Class B, Including Haul", and lIem #13,
-Gravel Backfill for Pipe Bedding. , have also been included in this change order to compensate
for the additional work and material required for the installation of the added culvert pipe,
AU work, malorlal, and mullummonl 10 lJo In .CCOUynco wllh tho provt&6onl oltha Sl.ndard
SpoclhcaUonl .00 Spoclal Provlsionl IOf tho typo 01 conlUUCUon inv06vod
ORIOINAL CONmJICT
AMOUNT
CUMENT CONTRACT
AMOUNT
ESTIUATED NIrr CHJIN(lE
THIS ORDER
El/TlUAlED CONTIIACT
TOTAl. AFTER CHANGE
$ 435,641,40
$ 92,619,00
$ 553,340.76
~ For ^pprov.l OY"
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ENTRANCO ENGINEERS, INC. Contract
Sheet .......L.Of -L Number CR0749
518 seATTLE~IRST NA1lONAL BANK BUU.DlNG (200) 258-41202
1802 HEWITT AVENUE, EVERETT, WA 88201 Change Order
Oale AUQ.28. 1989 CHANGE ORDER Number 2
All materials and work for the installation of culvert pipe shall be in accordance with the require-
ments of Section 7-02 of the Standard Specifications and the contract Special Provisions, The
agreed upon unit prices for Item #9, "Plain Aluminum Culvert Pipe. 18" Dia." , Item #10. "Plain
Aluminum Culvert Pipe. 24" Dia." , Item #12. "Structure Excavation Class B. ,Including Haul", and
Item #13, "Gravel Backfill for Pipe Bedding", will be full compensation for all equipment, materi-
als, and labor incidental to completing the work.
Roadwav Embankment Construction
Due to the unforeseen quantities of unsuitable foundation material encountered on the project.
changes will be made in the construction of the roadway embankment and of the roadway base,
In the area from STA 86+50 to 94+00, which was slated for full width removal of unsuitable foun-
dation, the Contractor shall attempt to save the existing roadway prism by scarifying and remov-
ing the existing pavement. As a revision to Section 48,7 through 48,9 of the contract Special Pro-
visions, the Contractor will scarify and remove the full thickness of the existing pavement and uti-
lize that material in the embankment construction, The requirement of scarification to a depth of
not less than six inches below the existing roadway surface will not be ,required if the base
course material underlying the existing asphalt concrete pavement is judged by the Engineer to
be suitable for use as part of the new, roadway foundation, This same method will also be em.
ployed In other areas of roadway construction where there is a minimal change in the proposed
grade from the existing grade. as identified by the Engineer.
From ST A 86 + 50 to 94 + 00 the Contractor will excavate the unsuitable foundation material on ei-
ther side of the existing roadway prism. and place geotextile fabric on the existing subgrade to
the required width, The imported gravel borrow needed to construct the embankment will then
be placed on this fllbric. This method may also be used In other areas which are Identified by
the Engineer, Fabric shall be TYPAR Style 3401 or approved equal, Payment for fabric will be
per S,Y, "in place" of subgrade covered as measured by the Engineer, .
The Engineer will also identify fill areas in which the Contractor will need to construct roadside
drainage ditches, The Contractor will be compensated for this work under Item 11'5.
Painted Dralnaoe MarklnCl
The Contractor shall furnish and Install additional painted pavement markings at the locations of
the additional culvert pipe outlined In this Change Order, The work and materials shall conform
to the requirements of the contract Special Provisions and the Standard Specifications, The unit
bid price per each will Include all costs for furnishing and Installing the markings,
Time Extension
As a result of the work required by this change order and in recognition of lost working days ex.
perlenced due to power company cable relocation, The contractor is granted 11 additional work.
ing days Increasing the total numbor of working days to 98,
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ENTRANCO ENGINEERS, ,INC. Contr.ct
SMeI ~Ol --L- Number CR0749
1518 SEAT11E-ARSr NAnoNAL IIAMt aaDNG -,-
:1502 tEVI'I'n',AVENUE, EVERETT. WA 18201 Chl)nge Order
OatDAUQ.28, 1989 CHANGE ORDER Number 2
ITEM UNIT ,UNIT eSTIMATeD eSTIMATED
NO. 'OESCRIPTION MEA$- PRICE QUANTITY AMOUNT
URE CHANGe CHANGE
9 Plain Aluminum Culvert Pipe, 0,060 In, 'LF, $16,10 (+)70 :( + )$1 .127;00
Thickness, 18" ,Diameter
10 Plain Aluminum ,Culvert Pipe 0.105 In, L.F, $23,00 (+) 140 ,( +).$3,220.00
Thickness, ,24" ,Diameter
12 Structure Excavation, ,Class ,B,lncluding Haul C,V, $11,00 (+)90 ( +)$990.00
13 Gravel BacklillIDrPipe.8edding C.V, $16,20 (+)20 ( +) $324.00
5 Unsuitable, FoundatiDn Excavation,lncluding :C,V, $4.70 ( +) ,5,000 (+ )$23.500,00
Haul
6 Borrow Excavatio!,!, Including Haul C,V. $5.65 (+)7,000 ,( +) ,$39,550,00
7 Embankment' Compaction C,V, ,65 ( + ) ,7,000 4,550.00
New Geotelltlle Fabric S,V, $1;25 (+)6.000 (+) $7,500,00
,32
:24 Traffic Control Labor HR, $18,50 .(.~) 640 ( +) $11,840,00
28 Painted ,Drainage Marking EA $3,00 (+)6 1+\ $18.00
NET CHANGE THIS CHANGE ORDER 1+\ 192,619,00
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ENTRANCO ENGINEERS, INC.
Sheet -1- 01 --2-
Change
~~~RA((CO EN(" 'EERS
LAKE WASHINGTON PARK eUILOWG (2OL) 827.1300
5HotI LAKE WASHINQTQN BOULEVARD N.E., KIRKLAND, IWA QU033
Dale 06/07/69
Pro"",' No, 89035-20
(8l Of do red by Engineer under terms 01 Suclion 1.0
ul .Ihtl Standard Sp(:tcihcations
o Chanuc proposed by Conlraclof
Contract No, CRD 749
qo~NGI1:lfifcH~ Bruch Construction
228 Hiahwav 101 W.
Port Anaeles, WA 98362
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Endolsud By:
SIgn Aoule: County Road No. 914207
Fedoral AidtUAe No:
Projecl TWe: Upper Hoh Road
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Conso,,' git,lon_bySuroty: (W11Ofl R8QUlfOdl
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Allo"wy-ln.FaCI
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DESCRIPTION OF WORK
You arc ordered to perform the following describod work upon recoipt of an approved copy of the change order:
:STREAM RELOCATION
The stream which presently crosses beneath Upper Hoh Road at approximately Sta, 60+ 13
will be diverted so that the stream will cross beneath the roadway at approximately 513,
57 + 15, The new 24" CMP which was to be installed atSta,60 + 00 will be eliminate'd, and
30" CM P will be used at the proposed stream crossing at 513,57 + 15, The existing 36 LF of
24" CMP at Sta, 60 + 00 will stlll,need to be removed and the area of excavation backfilled
and compacted, A new streambed will be constructed approximately 40'right of the
centerline of Upper HohRoad from Sta, 57 + 15:1: to Sta, 61 + 66:1: '
30" CMP
The Contractor shall excavate for and install 62 LF of 30" CMPat Sta, 57 + 15:1: for stream
diversion as shown on Sheet 5 of this change order, The agreed upon unit price for the new
Item .Plain Aluminum Culvert Pipe. 0.075 ,In, th" 30" Diameter" shall be full compensation for
all equipment. materials. and labor Incidental to completing the ,Installation. Excavation and
haul to construct the pipe trench will be paid under Item 12 "Structure Excavation, Class B
Including Haul" .
AU wDfk, malonall .nd mu..Ulumunl 10 bo lfl accor~nco wllh tho pnwiatonl 01 UMJ Slandl,d
SpoctUcaUonl .00 Spocjal PfOllilion1 'Of tho typo 01 cona'IuaUon 6n1lOl'Nd
ORIOINAL CQNTMCT
AMOUNT
EST1IA^ TED NET CHANCIE
THIS ORDER
ESTIMATED CONTRACT
TOTAL AFTER CHANGE
CUMENT CONTA^CT
AMOUNT
$ 435.641,40
. 460,721,76
$ 435,641,40
. 25.080,36
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ENTRANCO ENGINEERS, INC. Contract.
Sheet ~ 01 -E.. Number eRO 749
LAKE: WASHatIIGTON PARK BUtLDaNG (200)827-1300
580tI LAKE: W.c.SHtNG1QN BOULEVARD ".E., .KIRKLAND. WA 8tS033 Change Order
Dale 06/07/89 CHANGE ORDER Number 1
24" CMP
Due to the proposed use of 30" CMP for the stream relocation at Sta, 57+ 15~ ,the 36 LF of
24" CMP (Item 10) at Sta. 60+00 will be eliminated, with no compensation due the
Contractor for that quantity, and that contract amount credited to the Owner. Contractor will
be compensated for removal of existing 24" CMP per the speCifications.
DITCH EXCAVATION
The Contractor shall excavate a ditch for the new streambed in the location and to the
grades shown on Sheet 5 of this change order and as staked by the Engineer, The typical
Section A on Sheet 5 shows the desired configuration of the ditch. The agreed upon price
for the new item "Ditch Excavation Including Haul" shall be full compensation for all
equipment, materials and labor incidental to completing the work, including excavation and
haul. The revegetation of the ditch slopes, however, will be provided by others, Coordination
of the revegetation will be with Rick Cahill of the Washington State Department of Natural
Resources,
All work will be done in accordance with the requirements ouUined in the Hydraulics Permit
issued for this project by the Washington Slate Department of Fisheries (copy attached).
PLACE STREAMBED GRAVEL
The streambed gravel will be provided by and delivered to the construction site by the
Jefferson County Department of Public Works, The work covered under this item will be the
placement of the gravel In the proposed streambed, as required, The agreed upon unil price
for the new item "Place Streambed Gravel" shall be full compensation for all equipment and
labor incidental to completing the work,
All materials and workmanship encompassed by the work OUUlned In this change order shall
be In accordance with the applicable sections of tho WSDOT 1988 Slandard Specifications
for Road, Bridge, and Municipal Construction and all of the Contract Amendments, Special
Provisions, and documenls of this project,
TRENCH EXCAVATION
Structure excavation Class "B" for the removal of the existing 24" CMP will be approximately
12-15 C.Y. - excavation for the 3D" CMP Inslallation will be Increased from the plan
quantity from 21 C,Y, to approximately 27 C,Y, for a total Increase In structure excavation
Class "e" (Item 12) of approximately 20 C,V,
TIME EXTENSION
The Contractor will be allowed 12 additional working daya for this change order, The total
working days allowed by contract wlll be Increased from 75 to 87 working days,
C-04Kb 5-89
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ENTRANCO ENGINEERS. INC. Contract
s~ ~ 01 ~ Number eRO 749
LAKE W~PA.RKBC..IL.OWG C2OfIi)fI27.t300
5808 UU(E WASHWGTON BOULEVARD tt.E.. KlRIU.AND. WA SNlO33 Change Ord....
Dale ------1l!;/O7/89 CHANGE ORDER Number 1
ADDITIONAL CLEARING AND GRUBBING
. .
Plan quantity 01 5.5 acres for clearing and grubbing were calculated to the catch point of the
slopes. It is the county's desire to extend clearing and grubbing to 10 feet beyond the slope
edge. Additional c!aaring and grubbing is also required 10 construclthe stream relocation
previously outlined in this chanjJe order, These additions will increase the quantity for Item 2
.Clearing and Grubbing" from the proposed quantity of 5.5 acres to 9.5 acres.
All other elements of the contract remain unaltered unless specifically modified by this
change order.
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ENTRANCO ENGINEERS, INC. COntract
Sheel ~ 01 -L Number CRO 749
&.AU WASHlNGTOH PARK IM.II.OWG C200} 827.1300
6801 LUE WASHINGTON 8Ol.JlEYARD N.E., KIRKLAND. 'II'" 18033 Change Order
Dale 06/07/89 CHANGE ORDER Number 1
ITEM ~~~_I UNIT ESTIMATED ESTIMATED
NO, DESCRIPTION PRICE QUANTITY AMOUNT
URE CHANGE CHANGE
4 Plain Aluminum Culvert Pipe
0.075 in. Thickness, 24" Diameter LF, $23,00 H 54 H $1,242,00
New Plai" Aluminum CulvEirt Pipe
29 0.075 In. Thickness, 30" Diameter L.F, 26,28 (+) 62 (+) 1,629,36
New
30 DItch excavation, Including Haul C,Y, 8.00 (+) 336 (+) 2,668,00
New
31 Place Streambod Gravet C,Y. 8,50 (+) 50 (+) 425,00
12 Structure Excavation Class S,
Including Haul C,Y, 11,00 (+) 20 (+) 220,00
2 Clearing and Grubbing A,C, $5,340 (+) 4,0 1+) 21,360
CHANGE ORDER 1 TOTAL (+) $25,080,36
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IIYDRAULIC PROJECT
APPROVAL
OEPARTREHT OF FISHeRIES
R.C.W. 75.20.100 Gener.l Adelnlotr.tion Slelg,
R.C.W. .75.20.103 Olyepi., Washington 98504
[4J Apr11 21, 1989 (206) 753-6650
(appLicant should refer to this date in .U correspondente)
PAGE 1 Of 1 PAGES
DEPARlllEHT OF FISHERIES
~LAST NJAlleEfferson CO. FIRST Iiij1CO!lTACT PHONE1$)
Public Works ~ (206) 385-9160
~9 STRE T OR RURAL ROUTE
c/o Tom Morello - Post Office Box 1220
CITY STATE ZIP
Port Townsend WA 98368
~ATERunnamed Tributaries TA~"'iRYigarin Creek
~QUARTER SECTION TOWNSHIP RANGE1E-W) COUNTY
SECTION NW 22 27N 12W Jefferson
------------------------------
GJCO!lT~~~~~0709-01
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TIME LIMITATIONS. [] THIS PROJECT flAY BEGIN
. June 15, 1989
@] AND IlUST SE COIlf'LETEO BY
October 15 1989
nlls APPROVAL IS TO BE AVAILABLE 0It THE JOO SITE AT All. TINES AND ITS PROVISIONS FOlLOWED BY THE PERMlnEE AND OPERATOR PERFORMING
THE WORK.
sr.'- IMPORTANT Cr.Nr.RJI PROVISIONS ON Rr.vr.~,- SIn'- or APPROVAl
NOTE: This approval is written for two (2) separate culvert sites:
(1) Unnamed Tributary to Hell Roaring Creek Road Station 65+30,
(2) Unnamed Tributary to Unnamed Tricutary fo Hell Roaring creeK,
Road Station 65+00.
1. All work in the stream channel shall be isolated from the flowing
stream by pumping or piQing the stream flow around the construct1on
site and returning the ~low directly into the natural stream channel.
2. The culvert shall be countersunk a minimum of six (6) inches below
below the streambed at the outlet and placed on a zero (0) percent
gradient.
3. The culvert shall be of sufficient size to adequately pass flows to
the fifty-year flood level.
4. The road fill shall be protected as required to prevent erosion.
5. It is the responsibility of the landowner to maintain the,culvert
in a condition which wi~l effectively and freely pass fish at all
times per Department of Fisheries approval. Shou~d the structure
become a hinarance to fish passage ~n th$ future, the landowner
will be financially respons~ble for its immediate repair.
LOCATION: About 1 mile east of Highway 101 on the Upper Hoh Road.
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RECEIVED
IEPA: DNS, Jefferson County
REGIONAL HAllmT IIANAGU - Tom tfelstln (206) 374-9506
PATllOL - Haw
A"LICANT - WILDLIfE - READ!. . PATROL - HAIl, IlIlR, - WAlA
APR 2 G 1999
JEFFERSON COUNTY
PUBLIC WORKS OEPT
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APPROVAL
R.C.W.75.20.100
R.C.W.75.20.103
~ April 21, 1989
(applicant should refer to this date in all correspondenco)
PAGE 1 OF 2 'AGES
DEPARTIIEIlT OF FISHERIES
General Adolnlstratlon Bldg.
Ol)'llpla, Woshlngton 98504
C2(6) 753-6650
DEPARllIENT OF fISHERIES
~LAST ~~Efferson CO. pubFils~ Works ~C(~fM)j~~_9160
9 STREET OR RURAL ROUTE
c/o Tom Morello - Post Office Box 1220
por~TYTownsend ~TJ.TE
@)IATERunnamed Trib. /Unnamed TriW.BUTAYJ.h
~ARTER SECTION TOIINSHIP RANGECE-W)
SECTION NW 22 27N 12W
-----------------------------
~XME LXHXTA~IOHS' [[] THIS PROJECT HAY BEGIN
. June 15, 1989
I!J AND "UST BE COItPLETED BY
October 15 1989
THIS APPROVAL IS TO BE AVAIUBLE ON THE JOli SITE AT ALL TIAES AND ITS PROVISIONS POI LOllED BY THE PEIIllITTEE AND OPERATOR PERFOIlllING
~
~r.r. IUP011TANT r.r.Nr.RAI. PROVISIONS ON Rr.vr.RSr. ~mr. or APeJlllYAL
Note: The Regional Habitat Manager must be onsite for certain provision
compliance given below. It is important that the permittee give
the manager ample t~ne to prepare for the onsite meeting. TWo
weeks advance notice is recommended.
CHANNEL CONSTRUCTION PROVISIONS
1. The new stream channel shall be constructed in the dry. The stream
shall be routed into the new channel only after construction is
complete.
2. The constructed streambed shall not be less than five (5) feet in
width at any point.
3. For the purpose of stream meandering, the constructed channelishall
be at least ten (10) percent greater in length than the exist ng
channel.
4. A number of pools shall be constructed .into the new channel with
the dimensions and frequency that comply with the Regional Habitat
Manager's onsite specificat1ons.
5. The construction site shall be protected from erosion by
revegetating all exposed earth.
6. Clean gravel shall be placed in the areas determined necessary by
the Regional Habitat Manager.
S!PA: DNS, Jefferson County
REGIONAL HAOIUT IlAHAGER . Tom Nelson (206) 374-9506
pATROl. _ Haw
APPLICANT. "ILOLlF! . READER - PATROL. HAB, ItGR. . "RlA
DBPAR~HT OF FISHERIES
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HYDRAUIoJ:C PROJECT
APPROVAL
LC... 15.20.100
R.C... 15.20.103
~ April 21, 1989
<applicant should refer to this date In all correspondence)
PAGE 1 OF .!.- PAGES
DEPAR11lENT Of FISHERIES
General _inistratlon Slelg,
Ol_ia, Washington 98504
(206) 75_50
OEPAR1llEIl1' Of FISHERIES
..
iIli1LAST HAIlE I1jjICONTACT PHONECS)
~ Jefferson Co. Public Works ~ (206) 385-9160
2wAn~nnamed Trib. to Unnamed Trib.
20.0441
"
, .
STRUCTURE PLACEMENT PROVISIONS
1. The following shall be considered fish habitat structures:
A. Rocks greater than 24 inches in diameter.
B. Conifer rootwads greater than 36 inches in diameter.
C. Conifer logs in sound condition (not rotten) greater
than 12 inches in diameter and more than 10 feet long.
There shall be at least two (2) str:uctures placed into each pool.
Structure shall also be placed in the non-~ool areas of the stream
per Regional Habit:.~~~anager onsite specif cations.
Structures~-and a^shall be anchored into place with the use of
3/4 inch rebar. The rebar shall be driven through the structures
and into the streambed to a depth of at least 4 feet then the top
end of the rebar shall be ben~.
An equal number of ~he three different types of structure shall be
deployed.
LOCATION: About 1 mile east of Highway 101 on the Upper Hoh Road.
Near Road Station 65+00.
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DNR - Forks, Attention: Rick Cahill
Jim Hatten - Hoh Tribal TFW 8iolog st
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THIS APPROVAL IS TO BE AVAILABLE ON THE JOB SITE AT
ALL TIMES AND ITS PROVISIONS FOLLOWED BY THE
PERMITTEE AND OPERATOR PERFORMING THE WORK
THE PERSON(S) TO WHOM THIS APPROVAL IS ISSUED MAY BE HELD LIABLE FOR ANY
LOSS OR DAMAGE TO FISH LIFE OR FISH HABITAT WHICH RESULTS FROM FAILURE TO
COMPLY WITH THE PROVISIONS OF THIS APPROVAL,
FAILURE TO COMPLY WITH THE PROVISIONS OF THIS APPROVAL COULD RESULT IN A
CIVIL PENALTY OF UP TO ONE HUNDRED DOLLARS PER DAY OR A GROSS MISDEMEANOR
CHARGE, POSSIBLY PUNISHABLE BY FINE OR IMPRISONMENT,
ALL HYDRAULIC PROJECT APPROVALS ISSUED PURSUANT TO RCW 75,20,100 ARE
SUBJECT TO ADDITIONAL RESTRICTIONS, CONDITIONS, OR REVOCATION IF THE
DEPARTMENT OF FISHERIES OR DEPARTMENT OF WILDLIFE DETERMINE THAT NEW
BIOLOGICAL OR PHYSICAL INFORMATION INDICATES THE NEED FOR SUCH ACTION, THE
PERMITTEE HAS THE RIGHT PURSUANT TO CHAPTER 34,04 RCW TO APPEAL SUCH
DECISIONS, ALL HYDRAULIC PROJECT APPROVALS ISSUED PURSUANT TO RCW 75,20,103 MAY
BE MODIFIED BY THE DEPARTMENT OF FISHERIES OR DEPARTMENT OF WILDLIFE DUE TO
CHANGED CONDITIONS AFTER CONSULTATION WITH THE PERMITTEE: PROVIDED HOWEVER,
THAT SUCH MODIFICATIONS SHALL BE SUBJECT TO APPEAL TO THE HYDRAULIC APPEALS
BOARD ESTABLISHED IN RCW 75,20,130.
THIS APPROVAL PERTAINS ONLY TO THE PROVISIONS OF THE FISHERIES AND
WILDLIFE CODES, ADDITIONAL AUTHORIZATION FROM OTHER PUBLIC AGENCIES MAY BE
NECESSARY FOR THIS PROJECT,
A,PIlALS - GI'.NBRAL INFoRMAnoN
... YOU WISII TO A'PIlAL DHNIAL OR CONDmONS OF AN HPA, numB ARI! INFORMAL AND PORMAL APPEAL
PROCllSSIlS AVAILABU!,
A, INI'ORMAL APPI!ALS:
AN INFORMAL AP'1lAL (WAC 220.110.340) CONSISTS OF CONTACJ1NO nm RI!OIONAL HABITAT
MANAOIIR AND DISCUSSINO YOUR CONCllRNS. MO!oT PROBLeMS ARB RBSOLVED AT nus LeVEL, BI1J' II'
NOT, YOU MAY III.1!VATB YOUR CONalRNS 1'0 nm ClUBI' 01' '11m HABITAT MANAOIlMBNT DMSION IN
OLYMPIA, THE HABITAT MANAOIIMBNT DIVISION CIUBP'S DIlaSlON SHALL BB APPROVED OR
DISAPPROVIlD BY '11m DIRRCTOR OR DDSIONIUI, II' YOU ARB NOT SATISPlED WITH THE RDSULTS OF nus
INI'ORMAL APPBAL, A PORMAL APrIlAL MAY BR PII.IlO.
B, FORMAl. APPRALS:
/) FOR AI,L CIVIl. PHNAL1'Y AP'eALS AND POR 0THIlR HPA APPBALS WHICH ARB NOT ASSOCIATED WITH
INRIOATION OR 51'OCK.WA11lRINO DIVllRSIONS, A WRITrHN APPBAL RIIOUIISI' MUST liB P1LBD WITH nIB
l)IlrAN'I'MIlNT "M'I' ISSUIlD OR DUN/lID nUl APPROVAL OR LeVIIID 11m CIVIL PeNALTY YOU ARB
APPIlAIJNO (WAC 220.110.350),
2) FOR APrBALS 01' DeNIAL OR CONDmONS 01' AN IIPA ASSOCIATED WITH IRRJOAnON OR IITOCK.
WA1'1'.nINO DIVIUISIONS 0THIlR THAN CIVIL ,BNALTY AP'BALS, A WRI'ITBN APPEAL RBOUBST MUST BB
I'll.IlD WITH Tim HYDRAUUC A"eALS BOARD PBR WAC 25P.04, Tim MAlUNO ADDRBSS OF '11m
APrIIAI.5 BOARD IS: ENVlRONMBNTAL HBARINOS OPFlCII, BUIIDINO Two .ROWB SIX, LACIlY,
WAslUNOTON P8504; TWJIPIION/1 206/45P.6327,
3) FAILURIl TO A'PIlAL WITIUN 30 DAYS 01' 11m DATB OP AC110N YOU ARB AP'IlAUNO RDSULTS IN
l'ORI'/JITUNIl OP ALL ArPBAl, RIOIrrs,
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RECORD OF BID DOCUMENTS
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No,
FEE OR DEPOSIT DOCUMENTS ADDENOA ISSUED
DATE FIRM NAME Ifo ADORESS NAME OF INDIVIDUAL RECIPIENT
ISSUEO OF RECIPIENT TELEPHONE NO, OF FIRM oW -!i DATE DATE NO, 1 2 3 4 5
, AMOUNT i: SET NUMBERS
(LogoI _....of Firm. Str.., Add....' (lnclud. A_ Cod"' ti " REC'O RET'D SETS 6 7 B 9 '0
4/11/69 wsror Support Ser. Center Kirby L. Collins I
315 2200 Ave. S. 1-80o-6378488 I 4/11 1 #2
I
seattle, WA 96144 I
,
4 ~ 4/11/69 (A.G.C.) I
472-4476 I 4/11 I #3
P.O. Box,.;;1105
m~~~ aR4" I
4/11/89 (A,G,C.) j 4/11 -5/:3 1 #4
~~~~...t;'est1ake Av., N., S 310
1_ "", 00' no
Entranco Engineers, Inc. Ed Berschinski I 4/1 1 #l
4/11/89 5806 Lake WA Blvd.N.E. 827-1300 I
Kirkland, WA 96033 I
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4/11/89 District 3 State Aid Ron Land0n I 4/1 1 #5
~;?..:~~~x ?,~2~0I:nA_o" I
Lakeside Industries ! to-
4/12/89 P.O. Box 728 George Peabody :ffd-$ ~,. ~ 4/1 1 #6
P,A, , WA 98362 365-4914
I
4/13/89 Bruch & Bruch Const. nc. Lynn Bruch $25.1
228 Hwy, ,~Ol W. 542-5388 4/1 1 #7
por<- ,,--- -, wn aR." I'
Del Hur Industries rJ 1/7
4/14/8 IJJ':; r::
~.'~.:. Box 1116 no""" ~ 1 #8
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4/"14/6 Cal Co. p.u.n. Jerry Honna1d I 4/1' 1 #9 .
2419 Iiwy. lOl
Port Ancre1es WA 9R3li I
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PtojllCt CR0749
No,
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OATE FIRM NAME" ADDRESS NAME OF INDIVIDUAL RECIPIENT FEE OR DEPOSIT DOCUMENTS AOOENOA ISSUED
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lLeglI Add_ 01 Finn' 5''''' Add_I Unclud. A.... Codnl AMOUNT REC'O RET'D SETS SET NUMBERS
8 7 8 9 '0
,Rogn~ins, Inc. I ~
4/16/89 32~ W. State St. Susan Johansen I ~ 4/~ ~ #10
Aberdeen, I
WA 98520 532-5220 I
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1.'111., Iff'! '1(0,'10 :S, Pi oc.o , 2tJ., 13R."c:e S e~o;-o I I 1'1/1
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PAY
TO THE
ORDER
or
2514 6/21/89
SERVICES
13340
4,609.22
PURCHASE ORDER I . GJ'tOSS'" :' DISCOUNT I OTHER , 'NET COMMENT'
. "'UMBER~., I AMOUNJ AMOUNt, OiAf$.GES I,. AMOUNT,"'; . , '
4,609.22
'TYPE (11 INVOICE ICI CREDIT MEMO (01 DEBIT MEMO (XI CONTRACT PAYABLE
PLEASE DETACH I
BEFORE DEPOSITING ,
TO TrlE 'TREASURER OF
JEFFERSON COUNTY
STATE OF WASHINGTON
PORT TOWNSEND. WASHINGTON 98368
CLAIMS CLEARING
CONTROL
No. 10303
~
1250
VENDOR NUMBER
DATE
PAVABLE THROUGH
SEATTLE.FlRST NATIONAL BANK
PORT TOWNSENO, WAS....tNGTON
WARRANT NUMBER
NET AMOUNT
ENT100
7/3.7/B9
6~10()
67662
$**fl'***4, 609 . 22
ENTRANCO ENGINEERS, INC.
5BOB LAKE WASHINGTON
BOULEVARO N.E.
KIRKLAND WA 99033
{JVJ~7t-~~:1-'
o ~O~O~O~~ ~~2S00002~~ q~O~ 002~
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COUNTY OF JEFFERSON, STATE OF WASHINSTON
BID TABULATION
Project: Upper Hoh Road, Cft0749
....---..--...---...----..-------------------..---------..-.........------...---------
, , ,
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ENGINEER'S ESmATE
: BRUCH AND BRUCH CONST,
:228 HIGNWAY 101 W,
: PORT ANGELES, WA
98362
IDELHUR INDUSTRIES, INC,
IP.O, BOX 11I6
: PORT ANGELES, WA
: 98362-201
,
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iiTEi1i--TDTA[--..T-uNiT-j..--..--....----....-iTEM--..-----..--.....-l-----------r--..-----oo-- : --..-------r--------- ,----------r..---------..I
INO, :QUANTITY : :UNIT PRICE 1 TOTAL :UNIT PRICE : TOTAL :UNIT PRICE : TOTAL
.'
1----: --..-------1-...........: ....-.......---........---..-- ----....-----....--1--...........----:..--..----..---1----------- t ..--..-..---..-1--.....--------1-...-...----...--..1
TOTAL 81D
1$479,650,61 1
1$435,641,40 :
:$497,324,50 1
I ========================================================= I ========================= ~ ======================== I =========================:
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ISSUE DATE (MMfDOIYY)
4..,:,u-<:,..e.. -
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~ODUCER
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE ODES NOT AMEND,
EXTEND OR ALTER THE COVERAGE.AFFORDED BY THE POUCIES BELOW.
aostick Monarch Ins" Inc,
/P,O, Box 1848
/Bellevue, WA 98009
COMPANIES AFFO'RDING COVERAGE'
f~.f4~NY A
AilteP-i.-ea-n--S-t-a4;-es-~~
f~.;4~~NY B \ ' ,.
INSURED
BRUCH & BRUCH CONSTRUCTION INC
228 Highway 101 East
Port Angeles, WA 98362
.'
THIS IS TO CERTIFV THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLlCV PERIOD INDICATED.
NOTWITHSTANDING ANV REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH REGPECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED OR MAY PERTAIN. THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS. AND CONDI.
TIONS OF SUCH POLICIES.
,.
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f'OuCY fxPIR.....no~
:lAlllt.'1.\,Q[l!YY
P:)LlCY f' ~lr!1'J(
QATE IM~.,JtlI)NY)
ALL LIMITS IN THOUSANDS
TYPE OF INSURANCE
POLlCY NUMBER
A
GENERAL LIABILITY
COMMERCIAL G~NERAl L1ABlllTY
tLAIMS MADE nOCCU~RF.r,CE
OWNfR'S a. comp.ACtOR~TECTIVf.
(,f ~,fR..:. AGli'1€GAlf
01-:-AP-75067-1
2/11/89
02/11/90 HiIJD,J1;~:\ UJMf'iOP~ AGGRfGA'r
i'f~SQ'.AL & Af.",'Fl1rl<;ING Ir-iJURV
[1.0.0:C0I'lRtlIC!
';4( o:.~."'C;i 110'... 0'>[ flRt)
'N!i'CA~ f~PIM:F, (A';V O'l! PfASDI.j;
AUTOMOBILE LIABILITY
ANY AUTO
ALL OWNED AUTOS
SCM(DULED AUTOS
HillED AUTOS
~ION OVmED AUTOS
Gt,8AGE LIABILITY
/
r.Si $
/ / fllJOltY
I~UUH',
,fOpl "'fA'ill'.t L_
~~j~IAr-.
IPfll. $
"'r.C1(JH~rl
Pi'l'Jr.fFi1,
O",,lA{i(
/
l!XCES:; LIABILITY
B
79645295
~,OOO
QTHr.R THAtj UMBRELLA FCi~M
2/.lllB9-
/ /
/
$ IfACt" ACCIOIf;f,
$ IOISEASH'<)liCVLlI,lllt
l?_._~__.__*___~~::~~~l
I.. ,vI:'
WORKERS' COMPENSATION
AND
EMPLOYERS'LIABILITV
OrHER--------
/
/
/ /
- ,./.../.----
OlScnWllON OF OPERA T10NS/LOCAlfON$/VEHICLES/Rl!STRICTlON5/$f.>(CIAllTEMS
/
/
- f.,.
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It i~ agreed thaL Cert, Holder iH add'] insured as respects work performed by
.'
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JEFFEltSON COUNTY DEPARTMENT
OF PUB/,IC WORI(S
Attn: Bruce Laurie
Box 1220
POl't TownBend I WA 9B3fiB
SHOULD ANY OF THE APove OESCRIDED POLICIES DE CANCELLED DEFORE TH~ EX,
PIRATlON DATE THEREOF, THE ISSUIND COMPANY WILL ENDEAVOR TO
MAl,:! 0 llAYS wnlTTEN NOTICE TO THE CERTIFICATE HOLDEn NAMEO TO THE
LEFT. BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIDATIIlN OR
LIABILITY OF' ANY KINO UPON THE COMPA'''Y, ITS AGENTS OR REPRESENTATIVES.
AUlHOHIZEO AEPAESr;Nf^li~-
Wa,t"L
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O, Box 1220
Port Townsend, WA 98368
(206) 385-9160
April 18, 1989
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County EngIneer
ATTENTION: ALL BIDDERS AND PLAN HOLDERS
Upper Hoh Road
County Road No, 914207
Project No. CR0749
ADDENDUM NO.1
You are hereby notified that the
dated June 14, 1982, on page 46
with the following:
Special Provision. SOURCE OF MATERIALS,
and 47 of the bid documents is r~placed
SOURCE OF MATERIALS
April 18. 1989
Hat.eriahs
The following source of mat.erials is made available for this improvement to
the Contractor at the cost listed:
19,500 cubic yards, in place, at the Winfield Pit South, a
the production of Gravel Base, Crushed Surfacing Top
Aggregate for Asphalt Cement Pavement, is located in the
1/4, of Section 35. Township 27 North, Ran~e 12 West,
Cost t.o Cont.ract.or:
source for
Course. and
SW 1/4, SW
90/100 Dollars ($0,90) per each cubic yard utilized in the production
of the above materials payable to Jefferson County,
No source has been provided for any other material necessary for the
construct.ion of this improvement.,
The Contractor shall make arrangements to obtain t.his other material at no
expense to the Count.y, and all costs of acquiring, producing, and placing
th1,s material in the finished work shall be included in the unit cont.ract
prices for the various items involved.
All bidders are required to furnish t.he County wit.h evidence of t.he receipt.
of t.his addendum, This addendum will be incorporat.ed in and made a part of
:::e::n:~a::s::::,a:~:~ed and w::~ ~~allY ~Ut.~d,
Count.y Engineer ~
Const~uction Engineer
NOTE:
The plans and specificat.ions does not
them, Acknowledgement. of receipt. of
PROPOSAL,
have t.his addendum incorporat.ed in
each addendum is required on t.he BID
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ISSUE DATE (MMIOOIYY)
(QOUCER
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOlOER. THIS CERTIFICATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE ,AFFO~DEO BY THE POLICIES BELOW.
bostick Monarch Ins.
,P,O, Box 1848
!Bellevue, WA 98009
Inc,
COMPANIES AFFORDING COVERAGE'
f~~~~NY A
iNSURED
,
p-i-ea-n-&t__-es-I-'IH"l-Pii-~
f~;::~~NY B
Chubb
f~#~~NY C
BRUCH & BRUCH CONSTRUCTION INC
228 Highway 101 East
Port Angeles, WA 98362
fr-M~~NY D
1 f~.:4~~tN E
THIS IS TO CERTIFY THAT POLICIES OF ItlSURANCE LISTED BELOW HAVE BEEN ISSUEO TO THE INSURED NAMEO ABove FOR THE POLICY PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER OOCUMt::NT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED OR MA Y PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT ,'0 ALL THE TERMS. EXCLUSIONS. AND CONOI-
TIONS OF SUCH POL.ICIES.
CO
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POliCY HFEC~I'Jr
QAlE jW,'uOOiY\'j
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D":E II,I"".OO,YVI
ALL LIMITS IN THOUSANDS
TYPE OF INSURANCE
POLlCY NUMBER
EXCESS LIABILITY
A
GENERAL L1ABILITV
COMMERCIAL GE~ERAL LIABILITY
Ct...I'.1:, MI.m WOCCU","P.CJ
OWN~R'S!. CO~jl>u.t;TORS PROTECTIVE
l1fr.(RAl A.[j(i~EG"'!f
"4DD'JCl~ COMf"OI'S AGGREGATE
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01-AP-75067-1
2/11/89
02111/90
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Il'fOlPERSOtjl $
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AUTOMOBILE LIABILITY
ANY AUTO
A'~l OWNED AUTOS
SCHEDULED AUTOS
HIRED AUTOS
NmJOWNto AUTOS
GARAGE UfiBILlTY
(,~\
$
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~"~~"f,'~"'~~: ~il/;'''. "Att\,~~:
d"u; ACC:Of1jll
WORKERS' COMPENSATION
AND
EM PLOVERS' LIABILITY
OTH~---- ------------
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DESCRIPTION OF OP(RATIONS/LOCAnONS/VEHICLE:S/RESn~ICTIONS/r,pr:CJ^L ITEMS
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It is agreed that Cort, lIoldcl' iH IIdd' 1 lnllul'cd Illl rCRpcctH wOI'I~ I'lH'formed by
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JEFFERSON COUNTY DEPARTMENT
OF I'UBLl C worw:s
Attn: Brucc Luurie
Box 1220
Port TownHend. WA 98368
SHOULD ANV OF TilE ABOVE DESCRIBED POLICIES DE CANCELLED DEFORE TilE EX,
fllRATION DATE THrneor, Hil! ISSUING COMPANY WILL I!NDl;AVOP, TO
MA''30 OAYG WnITTr.r~ NOTICr. TO nn: ceRTIFICATE HOLDER NAMED TO THE
LEFT, OUT FAILURE TO MAil, SUCH NOTICE DIl^LL IMPoae NO ODLIGATION OR
Jl.~.!.h!!!-9u.ri'!..~_'.L!~!~M,:!,PANV, ITG~~ENTS OR REPReBENTATIV'-S,
AUTHORIZED f1I:pnF.sr:N1A'IVE
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JUN 51989
JEFFERSON COUNTY
PUBLIC WORKS DEPT,
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385.9160
April 18, 1989
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E.. County Engineer
ATTENTION: ALL BIDDERS AND PLAH....HQ~
Upper Hoh Road
County Road No, 914207
Project No. CR0749
ADDENDUM NO, 1
You are hereby notified that the
dated June 14, 1962. on page 46
with the following:
Special Provision. SOURCE OF MATERIALS.
and 47 of the bid documents is r~placed
SOURCE OF MATERIALS
April 16, 1989
Materials
The following source of materials is made available for this improvement to
the Contractor at the cost listed:
19.500 cubic yards, in place, at the Winfield Pit South. a
the production of Gravel Base. Crushed Surfacing Top
Aggregate for Asphalt Cement Pavement. is located in the
1/4, of Section 35. Township 27 North, Range 12 Wes't,
Cost to Contractor:
source for
Course, and
SW 1/4. SW
90/100 Dollars ($0,90) per each cubic yard utilized in the production
of the above materials payable to Jefferson County.
No source has been provided for any other material necessary for the
construction of this improvement,
The Contractor shall make arrangements to obtain this other material at no
expense to the County, 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,
All bidders are required to furnish the County with evidence of the receipt
of this addendum, This addendum will be incorporated in and made a part of
:::e::n:~a::s::::,a:~:~ed and w::~ ~r.mallY ~ut~d,
County Engineer ~~
Construction Engineer
NOTE;
The plans and specifications does not
them, Aoknowledgement of reoeipt of
PROPOSAL,
have this addendum inoorporated in
eaoh addendum is required on the BID
100% Recycled Pape,
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NOTICE 'l'O CONTRACTORS
CALL FOR BIDS
UPPER HOH ROAD, C.R.O. 749
Notice is hereby given that the Board of County Commissioners of Jefferson
county, State of Washington, will receive sealed bids up until the hour of
10:30 a.m., Monday, April 24, 1989 at the office of the County
commissioners, Courthouse, Port Townsend, Washington, 98368, and will be
then and there opened and read publicly after that date and time for
construction of improvements to 1.47 miles of Upper Hoh Road, County Road
No. 914207, C.R.C. 749, in Jefferson County, M.P. 0.33 to M.P. 1.80, by
grading, draining, and surfacing, and various other work as described i.. the
contract documents.
Major items of work will be, clearing and grubbing, grading, draining,
surfacing, culvert removal and installation, paving with asphalt concrete
Class B, seeding, fertilizing, mulching, pavement markings, permanent
signing.
Bids shall be submitted in accordance with the plans and specifications on
file at the office of the Director of Public Works, Courthouse, Port
To~'send, washington, where copies may be obtained by depositing $25.00.
The deposit will be refunded if the plans and specifications are returned
in good condition within 10 days of bid opening.
Each bid shall be accompanied by a surety bond, postal money order, cash,
cashiers check or certified check payable to the Treasurer of Jefferson
County in the sum of 5% of the bid amount, to be forfeited to Jefferson
County by the successful bidder if he fails to enter into a contract and
file an acceptable surety bond in the amount of 100% of the contract price
within ten (10) days of the award. The board of County Commissioners
reserves the right to reject any and all bids, and to accept the bid deemed
most advantageous to Jefferson County and to waive all informalities in the
bidding.
Dated this ~ day of .~~
, 1989.
BOARD OF JEFFERSON COUNTY COMMISSIONERS
~a-~~
Georg C. Brown, Cha rman
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'I\ERIl!;ST TO SUBLET liORK
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Check One
X
SUllCONTlU\CTOR.1
AGENT I
/
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CON'I'RAC'l'OR: BRUCH & BRUCH CONSTRUCTION. INC.
ADDRESS:
~28 Highway 101 West
Port AnQeles. ~JlTA'S8362
DATE 15 May 1989
stgn' Route I, Request No.
. One (I,)
CITY
County Contract: No. 1 Federal-Aid Project No.
CRO 749 /
Job Descripi:ion (Title) 1
UPPER HOH ROAD County Road No. 914207
Approval is requested
to sublet tho fOllowing
described 'work to.
Telephone No::', 'f206,)" 735-323
License No., APPLYI*161RU I
Date Ot Expiration' 12/31/89
.: " j
ESt::I:ma tea, "
Working Days 1
FirJII'o' Nllmll' .
Address
APPLY-A-LINE
106 Frontage
Pacific. It!~
INC~
Road N
9804,7
City
,Estimated Start:ing Dat:o:
PORTiofl
OF WORK
TO BE :
SOBLET:
Item
, No. 'Partis'l:
DESCRIP'l'ION OF ITEM
-7-.,c.~o.-Li!r-R8RlD"':LR9-~pg_i:y:_$t;J:::Lp:LRg_______:"
7.650 LF Temporary Striping . :
46.000 LF, Special Paint Stripe
1.10 HUND., Lane Markers, Type 2
12 EA, Painted Drainage Marking
$ 153.00
4,140.00
300.30
34.80
AMOUNT
-0.3,'_ .:.
19
20
21
28
66%
90% '
98%
97%
TOTAL THIS REQUEST
Dat:ol' 05/15/89
$4,628.10
Subnit:ted by.
i\l>PROVED:
Jen~cK"r8ruch. President
I UNDERSTAND AND wru, INSURE THAT THE stlIICON'l'RACTO:
WILL COMPLY FULLY WJ:TH THE PLANS ,AND SPECIFICA!l'IO!l:
UNDER WHICH TIlE WORK IS BEING PERFORMED. "
AMERICAN STATES INSURANCE COMPANY
C/O Bost~~narch Insurance Inc.
PO Box 1848
lYBl\l11evue. WA 98009
(Name
1.
2.
3.
T.itlo
'TIIJ:S"J\REA 'FOR 'DEPAR'rMEN'l','OI!' 'PUBLIC 'WOIUCS 'USE" ONLY ,
Contract Thi8 Requellt'
Contract PrevioUII Requellto
Contract SUblet To-Dato
Percont of:
Percent of
Percent of:
Remarks 1
Total
Tot:al
Tot:al
%
%
IU!:COMMI!:NDEJ) FOR APPROVAL
PROJECT ENGImmn '
Dat:e
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By.
Titlo
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, '~~ES'l' TO SUBLET l'lORK
~ Check One
SUBCONTIlACTOR..l ,x /
AGENT / /
CONTRACTOR: BRUCH & BRUCH CONSTRUCTION. INC.
ADDRESS:
228 Highway 101 West
Port Ange1es. ,1r.IlATE98362
CITY
DATE 15 May 1989
County Contract No.
CRO 749
Job Description (Title):
UPPER HOH' ROAD County
Federal-Aid Project No.
stgn Route
I' Request No.
, T:wo (2)
/
Road No. 914207
Approval is requested
to sublet the j!ollow1ng
described work to:
Fi=::lflllDe. PUGET SOUND ASPHALT.
Addr~ss PO Box 1686
City Forks. WJ\Zi198331
xtr&Lephone lfo;:',,(206) , 374-959
License No.. PUG~SA1~
Da1:e Ot Exp1zoa~~9
,Estimated Starting Date:
Est:Jmate4 ,:.. ' ..
Wozok1Dg nan. '
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Item
No. Partial: DESClUPTION OF ITEM AMOUNT
16 100% 4100 TON. Aspha1t Concrete Pavement. CJ;as~ B ' $168.000
)
i
Date: ' ,
PORTioN
OF WORK
TO BE :
SUBLET:
J\PPROVED:
SUl::lllitted by.
JenkJJta'.footIP}:')Bruch. President
X UNDERSTAND AND WILL :ENSURE: T8M' tim stlBCON'l'llACTo
WILL COMPLY lltlLLy wr.ru TIm PLl\NS, AND Sl'BCD'%CA:rXm:
ONDER WlIICR THE WORlC IS BEING PERFORMED. ,
"
AMERICAN STATES INSURANCE COMPANY
C/O Bost~~~arch Insurance Inc.
PO Box 3.848
l?8elLlevue. WA 98009
.
(Name I Titlel
'THIS"ARP:A 'POR 'DEPJUlTMENT,'OP' 'PllBLJ:C 'WOIUC!l 'USE" ONLY , "
1. Percent oj! Total Contract This Request' =
2. Percent oj! Total Contract Previous Requests ' ,
3. PerCent of Total Contract SUblet TO-Date ' ' %
4. Remarks. IU!:CClHHENDED I'OR APPROVAl.
PROJECT ENGINEER '
Data
By.
Title
ApprovalS.
Date
County Conat:zuots.on Bngs.neH
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~EPARTMEN'1' OF PUBLIC WORKS
,,; '~IlES'l' TO SUBLET liOlIK
4t ~Gck~e
SUBCONTRACTOR./. . X I
AGENT / I
CONTRACTOR: BRUCH & BRUCH CONSTRUCTION, INC.
ADDRESS:
228 Highway ~O~ West
CITY
Pnr. AnnA1AR .~TRg8362
DME ]5 M~y lqRq
County Contract: No,
Pederal-A:ld Project No.
Sign' Rout:e
I JlefZUClllt No.
, 'Three C. ~)
CRO 749 /"
Job Description ('ritle).
UPPER HOH'ROAD County Road No. 9~4207
Approval is requested
to sublet the following
described work to.
Fi~"Uama. FUJI INDUSTRIES, INC.
Addr~ss PO Box 757
Ci'ty Milton, ,,^p 9835'4,
l'e1.ephone llo;:'.f206)' 922-57~
License No., FU-J:r-:rI*~65
Dllote or Expiration 03/3~/90
,Estimated Starting Date:
Ellt:UlateCl" . '
WorJciDg, Day."
. ,....
J:tem
No.' Partial:
DESCRIP'l'J:ON OF J:TEM
AMOUNT
PORTIOtl
OF WORK
TO BE :
SUBLET:
~8 ,
~OO%
4.5 ACRE Seeding, Ferti~izing and Mu~ching: '$4,725.00
Date.
APPROVED:
SUl:Initted by:
Jeft~!C1IIP.F)BruCh, President
I llNOEIlSl'lIND AND WILL :ENSURE ~ THP: SUBCXlNT1UlC'rO:
WILL COMPLY PT.ILLY WI'.rH 1'lll!: PLANS, AND SPECI1"XCM'ION:
UNDER WlIJ:CH THE WORK IS BE:tNO l'ERI'OJlHED.
AMERICAN STATES INSURANCE COMPANY
L:/u DUti-':;~i'e.t'1&a..LL;b .Iuuu.LClau..t:::l ~uc.
Po Box ~84-8
D~~~~evue, WA 98009
(Name)
1.
2.
3.
4.
'1'itle
''1'HJ:S''AnEA 'FOR 'DEPAR'l'MEN'l'.'OP' 'PUBLIC 'WDRlCS 'USE"ONLY'
Percent of Total Contract This Request'
Percent. of TOtal Contract prev!ous Requests
Percent of Total Contract SUblet To-Date
Remarks.
%
%
RECOMMENDED !'OR APPROVAL
PROJECT ENGINEER. '
Date
BYI
'1'itlo
Approved I
Date
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COUNTY OF JEFFERSON, STATE OF WASHINaTDN
BID TABULATION
Project: Upper Hoh Road, CR0749
: BRUCH AND BRUCH CONST.
ENGINEER'S ESTIMATE :22B HIGHWAY 101 W,
lPORT ANGELES, WA
9B362
:DELHUR INDUSTRIES, INC.
:P.O. BOX 1116
: PORT ANGELES, WA
: 9B362-201
I I I ,
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iiTEMj--;:OTAL---ruNI;:-i---------------rrEit---------------- :----------r-.......------.. : -..-----..----r-------......- :------------:------------ :
INO, laUANTITY : :UNIT PRICE I TOTAL :UNIT PRICE : TOTAL :UNIT PRICE : TOTAL I
1----: ----..-----l-----.~: -----------------.....--..-...------.............: -------....---:....----------1---------...--1-------.......-: ------..---..-: ------------1
! --~_! _:~~~-~~~- ~ -~~:~_! :::~~~:::~::_----------------------; _:~~~~:~~~:_! _:::~:::~::- :,: _:;~~~:~~~:- :,: _:~:~:::~::- ,; _:;~~~:~~~:_; _:~:~:::~::j; ,
I I I I " I ,
: 2 I 5,5 IACRES ICLEARING AND GRUBBING : f3,000,OO: U6,500.00 I f5,340,OO: $29,:\10.00: f6,000,OO: $33,000,00 :
1 I ACRES: l : ACRES: : ACRES I I ACRES t ,
: ____1____ ------1------: ---------....----------..-----..-..........\..-......-.......-..-1-....-........--....1..-......-..-......-1.......-....-..--....1-.....-....------1-...--............-..I
: 3 I 7,650.0: LF. lREMOVIHG TEMPORARY STRIPING
: UN, FT :
fO,04: f306.00: fO,03 I f229.50: fO,10 I $165,00:
I UN, FT : UN, FT : UN, FT
\..___\_..._____...._ :..........._;........___....__...........__..__...__...._.........._...._:.._____......_....1..-......-..--..--1--......-............1.................-..--1......--......-....-1....-.....-......-....1
: 4 I 18,000.0 : c.y, :ROADWAY EXCAVATION INCLUDING HAUL: $5,QO : $90,000,00 : f2.20 : m,600,OO : f3.50 : f63,OOO,OO I
: CU, YO, : : CU, YD. : CU. YD.: I CU, YD.
1---": -........--....-1.....-..--1......- ..-.......---..-..--....-...................--..-........\-....---......-.....: ..--......-....-..-1.......---..............\..........----..--1..-..---....-....-1........-...............\
I 5 I 2,OQO,O: C,Y. :UNSUITABLE FOUNDATION EXCAVATION f6,75 : U3,500,OO : f4,70: f9,400,OO: f4,20 I fB,400,OO I
I CU, YD.: : INCLUDING HAUL I CU, YO, \ CU, YO, : CU, YO,: :
: ..__..: ....-............-1........-..1..----....-........-........--..--......--..-....--......\.......-..............-....:.............-..-..--1............................\.........-..-........--: .................-.......1....-..................:
o
I 6: 2,000,0 I C,Y, IBORRON EXCAVATION INCLUDING HAUL f6,OO: m,ooo.OO I f5,65 : flI,300,OO I f9.76 : m,520.00 :
: I CU. YD. I I I CU. YD. I CU. YD. I 1 CU. YD. 1 1
;--....\--....---....-1-.......-..1...............--...............-..............-..............--......1-...--..........-....:...-.........-....-..-\...-....--.........--\..........--....--1.......................-1--..-....-...........\
I 7: 20,000,0 : C.Y. IEMBANKMENT COMPACTION I $0,55 I U1,OOO.OO : fO,65 i m,ooo,OO : fO,60 : fl2,000,OO I
I : CU. YO, I I CU, YO, : CU. YO, I : CU, VO.
1..-....1.........-..........1-..----1.....................-..................-..........-.........---....\-......-........--...1......-....--....--1........-............-1.......................-1...........--....-......1.......--..........--1
:8 : 17,5 : TONS :OUARRY SPALLS f20,OO: $350.00 I $35,00 1 f612.50 I $25,00: f437,50:
TONS: I TONS I TONS I 1 TONS I
1----1-........--....-1-..-..-...1..........................-.................-........-......--......-\...-..---..............1......-.........--....:................--....-1............-........-1.........-....--..--1....-..-........-....1
I 9: 50.0 : L,F. lPLAIN ALUMINUM CULVERT PIPE I f20,OO I fl,OOO,OO 1 fl6,I0 I $B05.00 I f20,OO: fl,OOO,OO I
I UN, FT. : 10.060 IN, TH, IB' DIAHETER i LIN, FT, 1 I L1N. FT, 1 I LIN. FT, I :
I ----1---------- I ------ I ----------------------------------- I ------------1------------1------------: --.-----.--- I ------.-----: ------------1
I 10 I 198.0 1 L.F, IPLAIN ALUMINUM CULVERT PIPE f30,OO: f5,V40,OO I f23,OO: $4,554,00 1 $22,00 I f4,356,OO I
: I UN, FT. : 10.075 IN, TH, 24' DIAMETER I LIN, FT, I 1 LIN. FT. : I LIM. FT, I
I ---- 1----------: ------: -----------------------------------1------------1------------1------------1-.---.------: .-..------.-1------------:
1 ll: 136.0 J L,F, :PLAIN ALUMINUM CULVERT PIPE $35,00 I $4,760,00: $43,00 I f5,84B.00 I $50,00: f6,BOO,OO:
I UN, FT, I :0,105 IN. TH, 42' DIAMETER I LIN, FT, I 1 UN, FT, : 1 UN, FT. : I
1----: ----------\------1----------.-----------------------.1-----..----- 1------------1------------1--.------.--: ------------: ------.-----1
: 12 I 334.0 I C,Y, ISTRUCTURE EXCAVATION CLASS B I flO,OO 1 f3,340,OO 1 U1,OO I $3,614,00 I fIO,OO: f3,340,OO I
: CU. YD. I IINClIlDING HAUL : CU, YO, I 1 CU, YO, I : CU, YO,: :
1----1----------1--.---: ---------------------.-------------: -..---------1------.-----: ------.----- 1------------: ------------1------------1
I 13 I 52.0 I C,Y. IGRAVEL BACKFIlL FOR I m.87 I f66V,24 I U6,20 I $B42,40 I $10.00: $520,00 1
i : CU, YO, 1 IPlPE 8EDDING : CU, YO, I : CU, YD, 1 I CU, YO, 1 1
1----1------ ----: ------1------------------------.---------. I --------.---\-....-------\------------1-.-----.----1-..--------- 1---------.--1
: 14 I V,350.0: C.Y, :GRAVEL BASE : $6.00 I fSb,lOQ,OO : f5.65 I m,027.50 I tV.76 I $91,256,00 I
I I CU, YD. I I (TRUCK MEASURE) 1 CU, YD, lieU, YD. I I CU, YD. I I
1----1--..------1------: ------------.----------------..-...1--.---...--- :----------.-1--------..-.1--.-..--..--1-........---1------..--.-:
.
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COUNTY OF JEFFERSON, STATE OF WASHINGTON
BID TABULATION
Project: Upper Hoh Road, CR0749
: DELHUR INDUSTRIES, INC.
IP,O. BOX IU6
: PDRT ANGELES, WA
: 98362-201
: BRUCH AND BRUCH CONST.
ENGINEER'S ESTlnATE :228 HIGHWAY 101 W,
: PORT ANGELES. WA
: 98362
,
,
TITEnT-...ToTA[---j"''uiilf..T--..-----..---..--iTEM----....---------- .....--..----.....r..---------, ----...-------j..----------- -.....---------T----...........---
:NO. :QUANTlTY : :UNIT PRICE I TOTAL :UNIT PRICE : TOTAL :UNIT PRICE I TOTAL
1----1--------..-1------ ~ ------..----------..----......--------....1--------....1--..-------..... t ------------: ---...--..-..........1-----..-..---1----..------..:
: 15: 4,200,0: TON :CRUSHED SURFACING TOP COURSE
TON
$10,00 : $42,000,00 : $9,25 : $38,850,00 I $11.50 I $48,300.00 :
TON TON TDN
l----l...~..........---l---..--: --....--------..--....-..-..-----......-....---: ....---......----1...........-------1-.........---..---1....---....---..-: -..............-----1------------1
: 16: 4,100.0: TON :ASPHALT CONCRETE PAVEMENT : $32,00 1$131,200,00 : $40,00 :$164,000,00 I $37.25 :$152,725.00 :
: TON: :CLASS B : TON: : TON: TON
1----: ----------1-..----1----------------..---------..------....:......-..----...... : .....------..-...1--..----........-: -..---...-----..: -....-------- : -.....--..-..--..-:
: 17: 310,0 IMGAL, :WATER : $15,00: $4,650,00: 115,00: 14,650,00: $5.00 I $1,550,00:
: MGAL, I MGAL MGAL, "GAL,
: --..-1-..-.........---1....----1----..-----....---....-..-..-----....--..----1--..-...-....--...-1............----....:--....---....--..:........-----......1-............-..-....: .....................--..:
I IS : 4,5 : ACRE :5EEDlNG, FERTILIZING AND
AtRE :MULCHING
$800,00: $3,600,00: $1,050,00: $4,725,00: $1,000,00 I $4,500,00:
ACRE : ACRE: : ACRE
:__....: ____..___..._: ..----1---..--......-..-..--........-......--....-........--..1....--..--..-......:..............---.......:-........--........-1....-..--..--..--1-..-..---..--..:----.......-..--..1
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: 19: 7,650,0: L.F. :TEMPORARY STRIPING
I L1N, FT, :
: $0,04: $306,00: $0,03: $229.50: $0,10: $765,00 I
: LIN, FT, I : L1N, FT, : : LIN, FT, I
: _...._: ____....__....{_...._.._: -.....-..-...-..-......---....--............-..............--..1......----..----: .............--..--..1.--......--.......--1....--....--..--1--..--......-......:-....-..--.....---1
: 20 : 46,000,0 : L.F, :SPECIAL PAINT STRIPE
{ I LIN. FT. I t
$0,07: $3,220,00: $0,10: $4,600,00: $0,15 I $6,900.00 I
I LIN. FT. 1 { LIN, FT. I : LIN. FT. : :
1-"-": -..--..-----: .........-..1-..-....-....-..-----......--......-......-.......-......1--........-..-......-:...-..-........-......: ---.......--...-..-{..--..-...............I-....--..-..---.. t ........-........--..:
/,'\
: 21 : 1.1 :HUND, :LANE MARKER TYPE 2 $276,41:' $304,05: $2BO,OO: $308,00 I $300,00: mo.oo:
I HUND, : I HUND,: HUND,: : HUND. :
1-..-..1..................-..1.. ..........-1.......--..-.......---------.............--....-..--....1......-....-..-....-:..........---.........1..-.........-.........-:--.....................1---..---......-..1-.....-....-.....-..-1
: 22 : 1.0 : L.S, :PERMANENT SIGNING 1 $86B,26: $B68,26: $B70,OO: $B70,OO: $3,000,00 1 $3,000,00:
: LUMP SUM : : LUMP BUM I I LUMP 8UH I : LUMP SUM : :
I __n: ----....--: nn__: __.____00___.____________00_____.__ I ---------.-- I ..--.-------: -----------: ------------: --------.---: ------------1
: 23: 200,0: HOUR ICONTRACTOR PILOTED iRAFFIC CONTROL I $25,00 I $5,000,00 I $26,50 I $5,300,00 I ~25,OO I $5,000,00 I
I !lOUR: : : HOUR I I HOUR I I HOUR I :
1----: .---.----- : ._n._I__._.______n______________._______: _..___00_.._1____________: ------------ 1__.______00_ I -------..---1------------:
: 24: 960,0: HOUR lTRAFFlC CONTROL LABOR $20,00 I $19,200,00 I $18,50 I $l7,760,OO I $15,00 I $l4,400,00 :
HOUR I : HOUR I HOUR I I HOUR I :
: u__: _. ________1 00____: _00____._______0000___.____________ I _00_________1_______ -----1----------.-1------------1-.---------- I ----.------- I
125: 200,0: S,F, ICONSTRUCTlON SIGNO CLASS A I $6.76 I $1,352,00 I $2,00 I UOO.OO I $5,00 I $1,000,00:
I I SQ, FT, I I 1 SQ, FT. I : GQ, FT, I I SQ, FT, I :
: ____: ____.00___1______ I ___..__00_______._________.___.___.: ..____00____ I .-..-----...1.------..-..: -..--------- I -..-..--....: _00___'_._'_:
: 26 I 1.0 : L,S, :HAINTENANCE AND PROTECTION : '2,400,00 I $2,400,00 I $050,00 \ '8'0.00 \ U,400,OO I $1,400,00:
: : LUMP SUM I :OF TRAFFIC : LlI"P SUIl : I LUMP SUM 1 I LUMP SUfI I I
1---.1------ -..- : ------: __._____________.00_._.______.00___: _00__'__."_: ..--- -----.. I ....-..-----1--------..--: --.----.---.: -...---....-1
I 27 I 1,0 I L,G. lTRlHHlNG AND CLEANUP I $2,000,00 I $2,000,00: $1,500,00 \ $1,500,00 1 $1,000,00 I U,OOO,OO I
IILUIlPSUM: : LU"PSUIl I I LUHPSU" 1 : LUIlPSUtI I 1
1---.: _____00___: ------: ....._...______00.._00.__...____.__: -00---------1-.----.--..: ....---.---- I .-.........-1-..---.-.... I -...--....--1
I 2B : 12,0 I EACH :PAINTED DRAIIlAGE MARKING I tlO,OO I $l20,OO: $3,00 I 136,00 I '5,00 I '60,00 I
I I EACH: I I EACH I : EACN I I EACH I
1----:-.-------.: 00_'__: .-.-.--....-----..-....-.-.----.-.-1--------.---1-...-.---..-1----.-......1--------..-1--.--.......\---...--.--.:
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PAGE 2
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COUNTY OF JEFFEREOll, SlATE OF WASHINGTON
BID TABULATION
Project: Upper HDh Road, CR0749
---...-------------------------------------------
,
,
,
,
,
,
,
,
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TiTEti:--TDTA[---rUNi=r"'i-------------iTEr--------...-----1-----..----..:----....----:-..-----....-:---..-:-------1--------- t
INO, IgUANTITY i IUHIT PRICE : TOTAL iUNIT PRICE : TOTAL WNIT PRIct : TOTAL :
ENGll!EER'S ESmATE
: BRUCH AND BRUCH COIlST,
1228 HIGHIlAY 101 N.
i PORT ANGaES, IIA
98362
:DELHUR INDUSTRIES, INC,
IP,O, BOX 1116
: PORT ANGELES, NA
, 198362-201
,',
1--: .....---..---...1-----1-..--.....------------...-...----..1---..-----1----..----1--------1----1---------1--------1
TOTAL BID
:$479,650.61 I
1$435, M1.40 :
1$497,324,50 :
l =====:::=====::r.'i::::'========================================: ====:=::.================ I ==================: ==1:=:-====::========:-== I
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Bostick M9n,?-rfp }",,:S,. Inc,
P, O. Box "1'848,' "., ~
Bellevue, WA 98009
YTlI1UOC) Vl02A3113L
.T<:l3J i;-'J'iOW J!J8U'=1
THIS CERTIFICATE IS ISSUED AS A MATTEA OF INFORMATION ONL V AND CONFERS
NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTifiCATE DOES NOT AMEND,
EXTEND OR ALTER THE COVERAGE AFFORDED ev THE POLICIES BELOW.
COMPANIES AFFORDING COVERAGE
INSURED
r~~~~NY AAmerican
~~{4~~NY BChubb
E~;4~~NY C
States Insurance Co,
BRUCH & BRUCH CONSTRUCTION INC
228 Highway 101 East
Port Angeles, WA 98362
f~f1~~NY D
r~;4~~NY E
,',
THIS IS TO CERTIFY THAT P::>LlCIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUEO TO THE INSURED NAMED ABOVE FOR THE powey PERIOD INDICATED.
NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONOITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY
BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES CESCRIBED HEREIN IS SU6JECT TO ALL THE TERMS, EXCL.USIONS, AND COND'"
TlONS OF SUCH POLICIES.
co
eTA
"'OLICY fIITCi!vf
DAlE rr,l~/JOD'I'Yi
I>O~ICV EXPtRt.iIQ',;
DATl ('Jlr.t!lDiYt'i
TYPE OF INSURANCE
ALL LIMITS IN THOUSANDS
POLICV NUMBER
GENERA'.. LIABILI":'V
A X COMMERCiAL GE"EAAl LIABiliTY 0] -AP-7 5 06 7-1
CLAIM:' MAO~ GJ OC':::Lf~'1(~(;f
X O~I\E~rs to CO~H1J.~iO~S PROTfC11V(
X Stc>p nAp
GPSll.Al AG3~[GATf
02/11/89 02/ 11 /90 p"UD"C1'C')'.lP'O>S AO""''''
pf ~SO';AL & AD"(I'lT1Slt~G It.JURY
floC.. OCCURu.rNcr
rli<f 11..!#Gf iANV~( flREl
tlf()O.~ D.P["'Sllt.'~Y QI~r P!ASO/,jl
000
000
000
000
50
AUTOMOBILE LIABILlTV
ANY AUTO
ALL OWNED AUTOS
SCHEDULED AUTOS
HI~(O AUTOS
NON.OWNED Auras
GARAGE UABIL ITY
to:SfA$[-POlICV LIMIT)
IOISrASf (ACt-! [MPlOV[[)
/
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51 ,000 S ,000
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EXCESS LIABIUTV
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79645295
OTHER THAN \,JM8RELI.A ~ORM
WORKERS' COMPENSATION
AND
EM PLOVERS' LIABILITY
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OTHER
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tl(SCRIPlION or OPERATIONS/LOGATIONS, VE'HICL[Stnr:S1RICTtONSI r)PECIAL IT E.MS
It is a~reed that Cert, Holder i8 named insured as respects work performed by
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SHOULD ANY or THE ABOVE Or.CRIBtO POLICIES BE CANCELLEO BEFORE THE EX,
PIRUION OATt THEREOF. THe ISSUING COMPANY WILL ENDEAVOR TO
MAI130 OAYS WRITtEN NOTICE TO THe CERTIFICATE HOLOER NAMED TO THE
Lerr. BUT FAILURE TO MAil SUCH NOTIce IHALL IMPOse NO OBUOATIO'j OR
\..IA'ILlTY or ANY KIND UPON THE COMPANY, ITI AGE'.TI OR RE.PRESENTATIVES.
AUTHORIZEO R(PAEUENTATlVE
JEFFEHSON COUNTY DEPARTMENT
OF PUBLIC WORKS
Atto: Bruce Laurie
Bo>: 1220
Port Townsend, WA 98368
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RECEIVED
MAY 19 1989
JEFFERSON COUNTY
PUBLIC WORKS DEPT.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
~BQ~Q::il1L
FOR BIDDING PURPOSES
UPPER HOR ROAD
COUH'l'Y ROAD NO. 914207, MP 0.33 .'1'0 MP 1.80
COUH'l'Y ROAD PROJECT NO. CR0749
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Sealed bids will be received in the Jefferson County Commissioners
office located on the first floor of the Jefferson County
courthouse, 1820 Jefferson street, Port Townsend, Washington,
98368, until 10:30 A.M., on the, date scheduled for opening bids.
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SUBMIT THE
ENCLOSED PROPOSAL BOND
FORM WITH YOUR PROPOSAL.
USE OF OTHER
FORMS MAY SUBJECT
YOUR BID TO REJECTION.
NOTE: Use of other forms may limit the
bond below an amount equal to five percent.
of the bid total.
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KNOW ALL MEN BY TI-ESE PRESENTS, ,That, we,
Bruch & Bruch Construction Inc
of
Port Anqeles.WA
as principal, and the
2lmlOor; f""~n ~+;d-=,= T~~n""~"""~Q ('9.....F?lR:. I . t a corpor
otlon du IV orgc:..llzed under the laws of the state of
Indiana , and authorized to do business In the State of
Washington, as surety, are held and flrmlV bound unto the
Countv of Jefferson in the full and penal cum of five (5) per
cent of the total amount of the bid proposal of Bald principal
for the work hereinafter described, for the payment of which,
well and tndy to b. made, we bind our heirs, .x.cut~.
admlnlstrato... and assigns. and successOl'1l and assigns,
firmly by the.e presents.
The condition of this bond Is such, ~ that whereas the
prlnolpol herein Is herewith submitting hie or Ite .ealed
proposal for the following highway constn.Jotlon, to wit:
Upper Hoh Road - Project No: CR0749
sold bid and proposal, by reference theroto, being mad. a
part hereof. ,
NOW, THEREFORE, If the sold prop08al bid by sold
principal be accepted, and the contraot ba awarded to sold
principal, and If sold principal .hall duly make and enter Into
and execute said oontract and shall fumlah bond at required
by Jefferson County within a period of twenty (20) days
from and after aald award, exclusive of the day of such
award. then thl. obligation shall b. null and void, otherwise
It shall remain and be In full forc. and effect.
IN TESTIMONY WfoEREOF, The principal and' ctW~~
have oauGed th.... pre..nts to b. elgned and.. .,~t'... -9~
, O"'hdav 9f J\",.i 1 , 19 on, '(Q:, <1'0\1. . "'~,"'. ~
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GENERAL POWER OF ATTORNEY
American States Insurance Company
INDIANAPOLIS, INDIANA
KNOW ALL MEN BY THESE PRESENTS. that American States Insurance Company. a Corporation duly. organIzed and existing under the
laws of the State of Indiana, and having Its principal offIce in the City of Indianapolis. Indiana. hath made, consiltuled and appointed, and does by
Ihese presents make. constitute and appoint
JEANNE HAGEL
of Toledo and Slale of Washington
its true and lawful Attorney(s)-in.Fact, with full power and authority hereby conferred in its name, place and stead. to execute, acknowledge and
delivar any and all bonds, recognizances, contracts of indemnity and other conditional or obligatory undertakings, Prov:l ded 1
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however. that the penal sum of anyone such :In,,tY'urnent ",,,,,,,,"tpn
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hereunder shall not exc",,,d Two RunnY'",n Fifty 'l'holl""nn nnll"Y''' ($::>5n,nno,oo'
and to bind the Corporation thereby as fully and to the same olClent as If such bonds were signed by the President, sealed with the common seal of .
Ihe Corporallon and duly allasled by Its Secrela~, hereby ratifying and confirming allthatlhe said AIIOrney(s/"ln.Facl may do In the premises. Thl.
irt~~~:n~eAg~~e~~~ ,e~~f~~er~:~~ ~alo~~~:~o ed pursuant to and by authority granted by Section 7.07 0 the By.Laws of the American States
"The ~halrman of the Board, the President or any Vice-President shall have power. by and with the concurrence with the
Sacretary or any Assistant Secretary of the Corporation, to appoint Resident Vice-Presidents. Resident Assistant Secretaries
and Attorneys-in-Fact as the business of the Corporation may require or to authorize any ono of such persons to execute. on
IN w~~~~k~ ~~i~M'8F~~~e~~~,,"~r~:Srl~~~~~~zcaeng~~~~~~I~~~~~~~~d ~~~:~;~~~~~(~~e~~e:lgXe~Wy ft~ SVI~'::~p~~~~heeni~~~'sted by Its D
AsslSlant Secrelary and It. corporate seal 10 be herato affl.ed thl.
1 ::>th
ApY'11
day 01
A.D.19 8~
(SEAL)
ATTEST: ~ ~
STATE OF INOIANA } 55'
COUNTY OF MARION .
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AIII.lenl VlCe.Pre.ldenl
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AlIl.I.nl s.crgl.ry
On Ihls 12th
Aori1
, A. 0.. 1 g.-8.3-, before me peraonally came
day 01
Alanson T, Abe 1 ,10 ma known, who
hnlng by me duly "worn. RcknowlecfOlJd tho 8xAr.ullon of Ihn above Innlrumon' and dId dApOBO nnet $AY; thaI hI) 18 tI Vice-President 0' AmorlcAI1
~~a~Ji~~~u[,~ni~~gmea~ri~~alroeo~~0.ilo6~:~~~~ o~ra~~I~o~~~~tl~nb~o~~hJ' r~~1 ~~I'~~~~~h~l:a~~:;;~r~~~~I~s ~~g~r c~~~O~~\~g~~: t~~W ~~1~
Jl.llinson '1', Abe] lurthorlaid Ihalhe loacquolnledwllh 'l'hnmR" M rlh",Y' ond knowa him 10 be Ihe
AIslllanl S.crala~~' ~~r~!l'I'~Ri aE~~'~ls o.aculod tho abovo Inltrumonl. I ""_
FObruary 14,1984 ~h-", 0, ~
My Comn'lllllOn erptr.. . -. "'.~lIe
gbtW~~~g't~I~N} SS:
I, 'l'homR AM. Dh A" ,Ihe Aallstonl Sacrelary of AMERICAN STATES INSURANCE COMPANY, do hare~ certlly Ihal
1~~~I\'\'~1Jlln::,:~~a~~~~lra~t'.rue and corract copy 01 a Poworol Anornay, a.aculad by aald AMERICAN STATES INSURANCE COM ANY, which
INSJ~~N<i:"~18~~fA~Y~~~~:a~~da~of~~g:l: facllmllo under and by Ihe oulhorny 01 aocnon 8.03 01 Iho ay.Lawn 01 AMERICAN STATES
"All pollclal and other Inllrumantl of Inluronce Ilnuod by Ihe Corporanon Ihon be Ilgned on boholl ollhe Corporanon by Iho
prelldanl or a vlca,pralldanl and tho ..cralary or an ..llltanl lacrelolY, whale Ilanalurol, If tho Inllrurnlnt II dul~
counllralanod by an aulhorlzed roprelonlanve ollha Corporallon, may be tacllmllos. SUC" alanolures and tocllmllealhoreof
ohan be authorized and binding upon tho Corporollon notwlthltondlng Iho fecI thai any such offlcor Ihan have caasad 10 be auch
officer at Iho nma luch policy or olhor Inltrumant ollnouranca Ihlill have baan actually Ilauad by Iha corporatlol1 '
In wnnaaa whereol, I havo heraunlo aal my hand and am,od Iheaaal ol.ald Corporanon, Ihla 1/1rtl day 01 ~ L
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PROPOSAL
TO: THE BOARD OF JEFFERSON COUNTY COMMISSIONERS
JEFFERSON COUNTY COURTHOUSE
1820 JEFFERSON STREET
PORT TOWNSEND, WA. 98365
THIS CERTIFIES THAT THE UNDERSIGNED HAS EXAMINED THE LOCATION OF
UPPER HOH ROAD, COUNTY ROAD NO. 914207, IN JEFFERSON COUNTY, M.P
0.33 TO M.P. 1.80, STA. 17+50 TO STA. 95+00,
AND THAT THE PLANS, SPECIFICATIONS AND CONTRACT GOVERNING THE WORK
EMBRACED IN THIS IMPROVEMENT, AND THE METHOD BY WHICH PAYMENT WILL BE
MADE FOR SAID WORK IS UNDERSTOOD. THE UNDERSIGNED HEREBY PROPOSES TO
UNDERTAKE AND COMPLETE THE WORK EMBRACED IN THIS IMPROVEMENT, OR AS MUCH
THEREOF AS CAN BE COMPLETED WITH THE MONEY AVAILABLE IN ACCORDANCE WITH
THE SAID PLANS, SPECIFICATIONS AND CONTRACT, AND THE FOLLOWING SCHEDULE
OF RATES AND PRICES:
UNIT PRICES FOR ALL ITEMS, ALL EXTENSIONS, AND TOTAL AMOUNT OF
BID SHALL BE SHOWN. ALL ENTRIES MUST BE TYPED OR ENTERED IN
INK. )
I ITEM I PLAN I ITEM I PRICE PER UNIT I TOTAL AMOUNT I
I NO.1 QUANTITY J DESCRIPTION I DOLLARS * I DOLLARS I
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11 I LUMP SUM I MOBILIZATION I LUMP SUM l/~' oc:? I
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I 2 I 5.5 I CLEARING AND GRUBBING I 0;3110.00 I )"QJ37Cl. CIa I
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I ROADWAY EXCAVATION AT I
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(NOTE:
*- SHOW PRICE PER UNIT IN FIGURES ONLY, FIGURES WRITTEN TO THE
RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE
INTERPRETED AS CENTS.
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I ITEM I PLAN I ITEM I PRICE PER UNIT I TOTAL AMOUNT I
I NO. I QUANTITY I DESCRIPTION I OOLLARS * I OOLLARS I
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15 I 2000 I EXCAVATION INCLUDING 1 L/. 70 I ~'iOO. 00 1
I____I__:~:_:~:___I_~~~~_---------------______I:~~__:~:_:~:___I____________I
I' I BORROW EXCAVATION I AT I ,
I 6 I 2000 1 INCLUDING HAUL I 5. G5 I //, 300.00 I
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7 I 20,000 I EMBANKMENT COMPACTION I . (;5"' I /3/000. 00 I
----l--:~:-:~:---l---------------------------I~;~--:~:-:~:---l------------I
8,1 17.5 ,I QUARRY SPALLS I 35"'. 00 1 C; 1 ~ . 5'0 1
' TON PER TON
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9 I 50 I PIPE 0.060 IN. TH. ,I (&. 10 I '80 S-. 0-0 I
LIN. FT. 18" DIAMETER PER LIN. FT.
----I------------I-------~-------------------I---------------1------------1
I I PLAIN ALUMINUM CULVERT IAT I I
10, 198 I PIPE 0.075 IN. TH. I .2. 3.00, 'fS-S"Lf. = I
LIN. FT. 24" DIAMETER PER LIN. FT.
----1------------1---------------------------1---------------1------------1
I I PLAIN ALUMINUM CULVERT I AT I I
11, 136 I PIPE 0.105 IN. TH. I L/3.00 , s-li'lR:.oO ,
LIN. FT. 42" DIAMETER PER LIN. FT.
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12 I 334 I CLASS B I /1. 00 I gc'7!/. 0<' I
I CU. YD. I INCLUDING HAUL IPER CU. YD. I I
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RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE
INTERPRETED AS CENTS.
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NO. I QUANTITY DESCRIPTION I DOLLARS * r DOLLARS
----,------------I-~;;~;-~~;~;;;;----------,~;-------------,--J~-~~l
J.6 I, 4J.00 ',PAVEMENT CLASS B I '-(d. 00 I, /fr~ ~"1If'I1
TON, PER TON
----I------------l------------------------~--I~;-------------1------------1
J.7 I 3J.0 I WATER I /5-00 I l(CS-O.CTO I
____I___~:~~:____I______---------------______I:~~__~:~:-----I-----------~I
I , SEEDING, FERTILIZING 'AT I I
J.8 I 4.5 I, AND MULCHING I ~O )0. 00 I, '/7 )S' . e>cJ I,
ACRE PER ACRE
I----l------------I---------------------------l~;-------------1------------1
I J.9 I 7650 I TEMPORARY STRIPING 1 . 03 I :;2.;)., Cf . E)Q I
I----l--~:~:-:::--I---------------------------I~;~--~:~:-:::--I------------l
I 20 I 46,000 1 SPECIAL PAINT STRIPE I . 10 I tfr; 00. C>O 1
I----l--~:~:-:::--l-~~;;-~;;;;---------------l~;~--~:~:-:::--1------------1
I 2J. I 1. J.O " TYPE 2 I:).. ro . 0-0,' 30'6'. c:>o ,I
HUND. PER HUND.
1----1------------1---------------------------1---------------1------------1
I 22 I LUMP SUM I PERMANENT SIGNING 1 LUMP SUM 1 "870 . c)o I
l----l------------I-~~;;~~;~;-;i~~;;~--------I~;----------~--l------------I
I 23 I 200 I TRAFFIC CONTROL 1 ':U;,.. 5 D I s'3oo. cro I,
HOUR PER HOUR
l----l------------'---------------------------I~;----~--------1------------1
I, 24 I, 960 TRAFFIC CONTROL LABOR " /r; .5-0', !7 7CO. 00 I,
HOUR PER HOUR ,-
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I 25 I 200 CLASS A 1.:2..00 I 1'00.00 I
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RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE
INTERPRETED AS CENTS.
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I ITEM I PLAN I ITEM I PRICE PER UNIT I TOTAL AMOUNT I
I NO.' QUANTITY I DESCRIPTION J DOLI.oARS * I, DOLLARS I
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I 27 I LUMP SUM I TRIMMING AND CLEANUP I LUMP SUM I /S-Oo. 00 I,
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I 28 I 12 1 PAINTED DRAINAGE MARKING I ' .3.001 3(,. 00 I
EACH PER EACH
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CON'I'RACTOR'S UECLARAT:IONOFOPT:IONFOR JlANAGEMENTOF
STATUTORYRBTIUNEDPERCENTAGE
A. I hereby elect to have 1:heretained 'percentage of this ,contract 'held
in a ~undby the owner until l30) ,days ~ollowing ~inal ;acceptance
of the work.
Date
:signed
B. I hereby elect to have the OWner .deposit the retained percentage ,of
this ,contract ,in ,an interest :bearing ,account, -not subject to
withdrawal until after final ,acceptance ,of the work.
,,'
Date
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c. I hereby elect to have the ,OWner invest ~he 'retained percentage ,of
this contract from time to time as such retained percentage accrues.'
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I hereby .designate
the repository for the escrow ,of said funds.
I ,hereby further ,agree 1:000 fullyresponslble ,for payment ,of all ,costs
or fees incurred as a result .of 'placingsaid'retai'nedpercentagein
escrow and investing i1: as :authorizedbystatute,. The ;Owner :shall 'not
be liable in any way for any ,costs ,or fees in ,connection ,therewi1:h.
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NON-COLLUSION AFFIDAVIT
* ,STATE OF WASHINGTON
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** ,COUNTY .OF ,
CLALLAM
I, the ,undersigned, an authorized representative ,of SRUca" SRUCH
***CONSTRUCTION. INC. being ,du~y sworn, deposes :and'
says that theperson(s), firm, association, orcorpor,ationhas
,(have) 'not ,either ,directly or indirectly, entered into any
agreement, 'participated in any collusion ,or .otherwise taken any
action in restraint of ~ree competitive bidding in connection with
the project for which this proposal is :submitted.
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~urther acknowledge that by sianina the DroDOsal sianature~age
of the Droposa'l. I am deemed to havesiqned and have aareed to the
~rovisions of the noncollusion affidavit.
* If notarization of proposal takes place outside of washington state,
DELETE WASHINGTON andenterapproprillte ,State,.
** Fill in county where notarization of proposal signature takes place.
***Fill in firm name.
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PROPOSAL - CONTINUED
The bidder is l'.ereby advised that by signature of this proposal. he/lObe.
is deemed t\-:l bave acknowledged al.l requirements and signed all.
certificates contained herein.
A proposal. guarant.", in an amount of five percent cst) of the 'total bid,
based upon 'the approximate estimate of quantities at 'the above prices
and in the form as indicated below, is attached hereto:
CASH 0 D THE AJIOUJIT OF
CASHrER'S CHECK 0 DOLlARS
CERTIFrED CHECK 0 ($ ) PAYABLE TO mE COUJI'1'Y 'I'REASURER
PROPOSAL BOND !XI XII mE NlOOJlT OF 5& OF 'DIE BrD
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..Receipt is hereby acknowl.edgel! of addendum(s) JlO,(s)_._._.
FDUI JlAIIE BRUCH &
(ADDRESS)
Port Angel.es. WA 98362
Signed and sworn to (or affirmed) before me on
~, 0 CU.rl 9. ~4 C,&-h.-,;J-
NOTm PUBLIC
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Date
My appointment expires
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Note:
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(Seal or Stamp)
This proposal is not transferable and .ny alteration of
the fir.'s ,n....ntered her.on without prior permi.sion
from the County Commission~rswill be cause for con.ider-
inCJ the proposal irregular and subsequent rejection of the
bid.
Please refer to .ection 1-02.45 of the standard specifica-
tions, re: .Prepar.tion of Propos.l,. or -Article 4- of
the Instructions to Bidders of bulldlnCJ construction jobs.
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CONSTRUCTION
EOUIPMENT AND
SAFETY SUPPUES
aATtU:. ~. ANCHCJAAGE . POFIT1.AND
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SplIcano. WA lIlI2ll2
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WE SERVICE WHAT WE SELL
FROM FOUR LOCATIONS
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JEFFERSON COUNTY
DEPAR'l'MENT OF PDBLXC WORKS
~RQ~Q:iAL
FOR B:I:DD:niG PURPOSES
OPPER BOR ROAD
COUNTY ROAD 110. 914207, lIP 0.33 '1'0 MP 1.80
COUNTY ROAD PROJECT NO. CR0749
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Sealed bids will be received in the Jefferson County Commissioners
office located on the first floor ot the Jefferson County
Courthouse, 1820 Jefferson street, Port Townsend, Washington,
98368, until 10:30 A.H., on the, date scheduled for openinq bids.
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~E ' ENCLOSED PROPOSAL BOND
;~ FORM WITH YOUR PROPOSAL.
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USE OF OTHER
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YOUR BID TO REdECTION.
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bond below an amount equal to 'Ive percenl'
0' Ihe bid lotal.
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KNOW ALL MEN BY THESE PRESENTS. That we.
r:elhnT Indll~Trip;!=; Tn~ of
Port Anaeles WA as principal. and the RelianC"P-
Tn"nrFlnrop C"'NlJP"TW a corpor-
ation duly organized under the laws of the state of Ppnmw'""n;Fl
, and authorized to do business in the State of
Washington, as surety. are held and finnly bound unto the
County of Jefferson in the full and penal sum of five (5) per
cent of the total amount of the bid proposal of said principal
for the work hereinafter described, for the payment of which.
well and truly to be made. we bind our heirs. executors.
administrators and assigns. and successors and assigns.
finnly by these presents.
The condition of this bond is such. that whereas the
principal herein is herewith submitting his' or its sealed
proposal for the following highway construction. to wit:
Upper Hoh River Road
said bid and proposal. by reference thereto. being made a
part hereof.
NOW, THEREFORE,lf the said proposal bid by said
principal be accepted. and the contract be awarded to said
principal. and if said principal shall duly make and enter Into
and execute said contract and shall furnish bond as required
by Jefferson County within a period of twenty (20) days
from and after sold awcrd. exclusive of the day of such
award, then this obligation shall be null and void. otherwise
It shall remain and be In full force and effect.
IN TESTIMONY WHEREOF, The principal and surety
have caused these presents to be signed and sealed this
18th day of APril . 19..IDL-.
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Delhur Industries. Inc.
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S.G, Hurworth ......Ijoell
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RE~;'CE INSURANCE cQMPANY
HEAD OFFIC~, PHILADELPHIA, PE~NIA
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS. TIw1_ RELIANCE INSURANCE COMPANY,. _..ion duly ..,.nIl'" un... ,helews 01 ,he S.... 0'
'-'"IVIWlnilt. does hereby mlt.. CDnlCitutl and eppoinl
THOMAS L. FRYER of PORT ANGELES, WASHINGTON-----
kt Irve end ..wrul Anomey..in-FK1. 10 met.. aaecutl..... and deliwr for and on Ita ~hlilf. ond 51 in K1: and ~
ANY AND ALL BONDS AND UNDERTAKINGS OF SURETYSHIP---
8ftd to bind .... RELIANCE INSURANCE COMPANY thereby .. fullV' and 10 thl urne 1"lnl _ if IUch bonds .net underukings and other writing.
obligatory in the Mlur. thereof ware Iigned bvan executive Offimr of the RELIANCE INSURANCE COMPANY end MIlled and Mtllted by one other
of IUch officers. and het''''y mifi. Met confirms.n lMt in uid Attorneyf.l.-in-Fact m.v do in purlUGnce hereof. .
Thil POWlf of Attorney" granted und.r and by authority of "rtiete VII of 1M e.,-Laws of REL.IANCE INSURANCE COMPANY which became
1'f'lICtive SePtember 7. 1878.. whidl provillo"..,. now in full force and affect. reading _ follows:
ARTICLE VII _ EXECUTION OF SONOS ANO UNDERTAKINGS
,. The Boerd of Director.. the Prnident. the Chllr"*' of thl Boerd. .ny Senior Vice Prnidlnt, .ny ViCl '....ident or Aui"ant Vice PrasieNnt
lJIt oth., oeficer delignatttd by the Boerd of Directors shall haw po~r and .uthorlty to lal.ppoint AttorneYI.in-FeCl.nd to .uthorize them to ...cut.
on behalf of th. Com.,..., bonds end uncteftlkingl. rllCOgftizances. c:cntrtlClI of incMmnhy and OIllet' wrltlnos obligatory in the nDtur.th'l'Iof. and (b'
to r.mow Iny such Attorney-in-Fact ill .ny time and revok. thl power and authority giwn to him.
2. AttorneYI.in-FK1 thai' h.w powet' .nd authority. subj.ct to tM t.rma.nd IImitationl of tM power of ...orMY llIued to thlm, to .....-ut.
and deliver on behalf of thl Co~ny. bondl.nd undertakings. recognizances. contracts of indemnity and other wrhin", obllgltDf'Y In the Mture thereof.
"I'M carpora.. Mil is nor n.....ry for tM wliditV of any bonds and vndalUklnOt. recoonlunces, contract. of indemnity 8nd other writings obliptory
in the natur. thereof.
3. Attorneyl.in-Fact thaU h.... power .nd .uthority to ..ecut. .ffldlvill r.qulred to bI.n.ched to bondl. recogniunces, contracll of indem.
nity or other conditlon'l or obUgetorv undertakingl.nd they Ihan.lso MVI power .nd .uthoritv to certify tN fi",nei,' It"lment of the Campl"y and
to copies of thl' By.tAWI of the Campeny or .ny anid. or MC'lion thl"of.
This power of Ittorney b .lgnld .nd IIIlId by 'ectlmUI und" .nd by authority 01 the following A.IO'utlon ~opted by thl Board of Direc10n of
RELIANCE INSURANCE COMPANV .t. meeting held on thl5th dav of JUnI,1078.1t which. qyorum.wl pr...nt. .nd uld Rnolutlon has not bien
.mtnded or "puled:
"Resolwd.tMt thlllgMtural 0' luch directors Ind officer, and the .a' of the Com..ny may Mi ItflKId to any IUch paMr 0'
attorney or Ifty c:enlfiClt. relltlng thereto by 'actlmUI. Ind .ny IUCh power of attorney or ,."lficate bIIIrino such f.caimill
'lcBMtur. or '1CIlmlle .... thllI be wild and binding upon 1M CcHnpany and any IUch paMr 10 .KlCUtlld Ind Clrtlfled bV
flCllmUe IIgnatur. end facsimlll ..., wI! be valid .nd blndin" upon the Company In IhI future with '1IPIc1 to an., bond or
undor,.klno 10 whictllt It ._IId,"
IN WITNESS WHEREOF,JI!o RELIANCE INSURANCE COMPANY N' -"" ,..... ",_n" l"'" olgnod by lit Vlco ....._" .nd IU""PO"" _I '0
... he,...o .1I1.1Id. 'hi. ~bth dlIy 01 March III IH,
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STATE OF Washington }
COUNTY OF King
On 'hi. 26th lIoyol Mar;~ ,III87,1l."on'lIy_ored Charles 8, Schmalz
10.... k_ 10 ... .... Vlce-P,.oldlIn. 01 'ho ..ELIANCE INSURANCE COMP"NY, _ ..k_1IdGIId 'h.I ... .._.....nd .n...1Id 'ho ,.....Ino
In..'u......' end olli..., ,... .., 01 .Id ..,porlllon ,......., .nd ,h., ""lei' VII, leell.n I, 2, end :I of the 'Y'~ of.1eI Compony.nd th. .....,.'
'ion, .1 1_ ......In, _ ..III In full ,..co,
My CommilOlon _...It.:
, May 15
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I, Lawrence W. Carlstrom , AIII...n, ........Y of lhe ..ILIANCIINSU..ANCI COMPANY, tie _y ...Ily ',,"llhe_
end 10'...1", I. . .,ue.nd ...,,1eI "'PV 01 . _ 01 An..nev ...-,Id by 1I1cI..ILIANCI INIU..ANCI COMPANY, which II .11I1 In 1.11 ,... end
eltlet,
IN WITNeSS WHe..eOF, I ..... .......... Nt IllY hlnd.nd .111.
_I 01'" Co_ny'"11 ~ ~ . 'V7,
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Lawrance W, Carlatro~
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KNOW ALL MEN BY THESE PRESENTS. That we.
of
as principal. and the
a corpo.....
ation duly organized under the laws of the state of
. and authorized to do business in the State of
Washington. as surety. OI"e held and firmly bound unto the
County of Jefferson in the full and penal sum of five (5) pel"
cent of the total amount of the bid proposal of said principal
for the work hereinafter described. for the payment of which.
well and truly to be made. we bind our heirs. executors.
administrators and assigns. and successors and assigns.
firmly by these presents.
The condition of this bond is such. that whereas the
principal herein is herewith submitting his or its sealed
proposal for the following highway construction. to wit:
said bid and proposal. by reference thereto. being made a
part hereof.
NOW. THEREFORE. If the said proposal bid by said
prine ipal be accepted. and the contract be awarded to said
principal. and if said principal shall duly make and enter Into
and execute said contract and shall furnish bond as required
by Jefferson County within a period of twenty (20) days
from and after sold awcrd. exclusive of the day of such
award. then this obligation shall be null and void. otherwise
it shall remain and be In full force and effect.
IN TESTIMONY WHEREOF. The principal and surety
have caused these presents to be signed and sealed this
_day of .19_.
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() 0
PROPOSAL
TO: THE BOARD OF JEFFERSON COUNTY COMMISSIONERS
JEFFERSON COUNTY COURTHOUSE
1820 JEFFERSON STREET
PORT TOWNSEND, WA. 98365
THIS CERTIFIES TK~T THE UNDERSIGNED HAS EXAMINED THE LOCATION OF
UPPER HOH ROAD, COUNTY ROAD NO. 914207, IN JEFFERSON COUNTY, M.P
0.33 'l'O M.P. 1.80, STA. ,17+50 TO STA. 95+00,
AND THAT THE PLANS, SPECIFICATIONS ,AND CONTRACT GOVERNING THE WORK
EMBRACED IN THISIKPROVEMENT,AND THE METHOD BY WHICH PAYMENT WILL BE
MADE FOR SAID WORK ,IS UNDERSTOOD. 'rBE UNDERSIGNED HEREBY PROPOSES TO
UNDERTAKE AND COMPLETE THE WORK EMBRACED IN THISIHPROVEMENT, OR AS MUCH
THEREOF AS CAN BE COMPLETED WITH THE MONEY AVAILABLE IN ACCORDANCE WITH
THE SAID PLANS, SPECIFICATIONS AND CONTRACT, AND THE FOLLOWING SCHEDULE
OF RATES AND PRICES:
(NOTE: UNIT PRICES FOR ALL ITEMS, ALL EXTENSIONS ,AND ,TOTAL AMOUNT OF
BID SHALL BE SHOWN. ALL ENTRIES MUST BE TYPED OR ENTERED IN
INK. )
I ITEM I PLAN I ITEM' I ,PRICE J>ER UNIT I TOTAL AMOUNT I
I-~~:I--~~~~~--I-------~~~~~~~~---------l----~~-~--I---~~--I
I 1 I LUMP SUM I MOBILIZATION I LUMP SUM I ICYI t:-+t,\ . MJ I
I----I------------I---------------------------I~;-------------1------------1
I 2 I A~R~S I CLEARING AND GRUBBING I PE/,l ~ A~: IS~ v-ro . u-() I
I-~-I----~::----I-~~-~~-;--------I;;-----~~~;-I--~;~~-I
I----I--~:~:-~::--l-;~~~;~;-;~~~;i;~~;--------I~;~--~:~:-~::--I------------
I-:--l---~~::~~:--I-:::~:::::-:::~------------I~~~--~~~~~~~-l-~~~~-!
*- SHOW PRICE PER UNIT IN FJ:GURES ONLY. FIGURES WRITTEN TO THE
RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE
INTERPRETED AS CENTS.
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ITEM I PLAN i ITEM i PRICE PER UNIT i TOTAL AKOUNT "
NO. QUANTITY. DESCRIPl'ION DOLLARS .. DOLLARS
____1______------,---------------------______1______--_______1____________,
f I UNSUITABLE FOUNDATION I AT I ,
5 I 2000 1 EXCAVATION INCLUDING 1 -)I . oJtJ I ~"Sf "'''0 . 6-0 1
----l--:~:-:~:---I-~;;~;-;;~~~~;i~;---------I~~--~:~:~~--1------------1
6 I 2000 I INCLUDING HAUL 1 I. 1/2 s:J.o ..H.) 1
----I--~:-:~:---I---------------------------I~;~--~:-:~:---I------------l
7 I 20,000 1 EMBANKMENT COMPACTION 1 M) . c,. () llo?; cr-nJ. d-O ,
____I__:~:_:~:_--,---------------------------,:~~-_:~:-:~:---,------------
" 'AT I
B I J. 7.5 1 QUARRY SPALLS 1 ~S'.M,! I "1<>1'7. S-6
TON PER TON
----I------------I-;~~;-~~~~;~-~~~~;;;----I~;-------------l----~-------
9' 50 I PIPE 0.060 IN. TH. 'O? () .6-0 , I t>-t'-O . ~tJ
I LIN.FT. I J.8" DIAMETER 'pER LIN. FT. I)
----1------------1---------------------------1---------------1------------
I I PLAIN ALUMINUM CULVERT I AT Gl-O ,-<./ "'" /
J.O I J.98 , PIPE 0.075 IN. TH. , o?~ . I 'IJ<,).... .&--l)
LIN. FT. 24" DIAMETER PER LIN. FT.
----I------------I-;~~;-~~~;~-~~~~;;;----I~;-----:~------1------------
I U', J.36 " PIPE 0.J.05IN. TH. " ,~ ~ .0-0 ,'t; Y'hJ . rl
LIN. FT. 42" DIAMETER PER LIN. FT.
1----1------------1---------------------------1---------------1------------
I ,. I STRUCTURE EXCAVATION ,AT / ,,~, 1 ?L/ "
J.2 334 CLASS B L~ .v-v ~.;) 7'CJ. l?-(J
I .' CU. YD. I INCLUDING HAUL IPER CU. YD. I I I
I----I------------I-~;;~;~-;~~;;i~~-;~;-------I~;-------------1----=-------1
I J.3 I 52 1 PJ:PE BEDDING 1 1,tJ. H I S'o)4 . H) I
I____I---:~:-~~:--I-~;;~;~-;~;;---------------I~;~--:~:_:~:___I------------l
I J.4 I 9350 1 (TRUCK MEASURE) 1 'I . 7~ 1 9 ~.JS't. #) I
____,___:~:_~~:__I___________________________I:~~--:~:_~~:___I------------l
J.5 . 4200 ~~~:~~D SURFACING TOP IAT II .,j-{l , ~~.3Ul. HJ
----:~~----- ---------------------------l:~~--~~-------l---:--------
*_ SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRITTEN TO THE
RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE
INTERPRETED AS CENTS.
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I ITEM I PLAN I ITEM I PRICE PER UNIT I TOTAL AMOUNT I
I NO-l QUAHTITY I DESCRIPTION IOOLLABS* I DOLLARS I
I----I------------I-~~;~;-~;;~;;;~----------I~;-----------1--:---=-----1
I J.6 I 4J.00 I PAVEMENT CLASS B I s '7 - c,U--1 /J -<l.;1J. tJ-() I
l----I----:~~-----I---------------------------I~~--:~~---~---I-----------l
IJ. 7 I 3J.0 I WATER 1 s-'. {H) I / 5" 521. ~ \
I I MGAL. (lpER MGAL. I /1
,----,------------1----.-----------------------1,---------------1------------1
I I , SEEDING, FERTILIZING ,AT Itrl-V 1"'/ - .\
I J.8 I 4.5 I AND ,MULCHING 1"1'. /}-tJ I 7;J H . d--O,
I I ACRE 1 'IPER ,ACRE I I
'----I------------I--------------------------7'I~;-------------,------------,
I J.9 I 7650 1 TEMPORARY STRIPING 1 0-0 . /01 '7'.s-'. d--tJ1
I----I--~:~:-:::--I---------------------------I~;~--~:~:-:::--l--------~---I
I 20 I 46,000 1 SPECIAL PAINT STRIPE 1 (/-1). / j..J I 6-/? ,'-1). tl-O I
I----I--~:~:-:::--I~~;~-~~~;---------------I~;~--~:~:-:::--1------------1
I 2J. I 1.J.O 1 TYPE 2 1 "~M).h; I 3~~.6-0 I
I----I---~~~~:----I---------------------------I:~~--~~~:-----I------------I
22 I LUMPSUM I PERMANENT SIGNING I LUMP SUM I ~ O+C.tftJl
----1------------1--------------------------_1_--------------I-----------~I
I CONTRACTOR PILOTED I AT
23 I 200 1 TRAFFIC CONTROL I ~J.&o I ,:5""'6+l1.. H) 1
--~-I----~~~----l---------------------------I~;~--~~~------I--~---------l
24 I H~~ I TRAFFIC CONTROL LABOR I PER H:~ - . tHJ I P{<I H. HI I
----I------------l-~;;~;;u~;i;;-;i~;;-------~l~;------~:=.;-l-~-~--~-l
-::-I--~~~:~:--I-~;~~~;~~--------I~-~:~:---I-~--...:--I
-::-l--~:::-:::--I-::::::::::-::-:::::::-----l---~:::-:::----l!~~-~-~-I
*- SliOW PRICE PER UNIT IN FIGURES ONLY. FIGURES WRI'l'TEN TO THE
RIGHT OF THE DOT (DECIMAL) IN THE PRICE PER UNIT COLUMN SHALL BE
INTERPRETED AS CENTS.
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liD. QUANTITY ,DESClUPTION 'DOLLARS *; DOLLl>RS
1----1------------'1-------------.;.--------1-----------1------------.1
1 I. I ,I, 1 /.,.......... .<-" I
I 27.1 LUMP .SUM I TRIMMING AND CLEANUP I LUMP .SUM I 'J <-" ,. orv ,I
EACH
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1,281 ,:12 I PAINTED DRAINAGE :HARKING I ,5~. /-(.,1 G.. l' . {J-{ll
II EACH .I IpER EACH .II
1____1____________1_________________________.\,__________,1__________.1
I I I. ,COHTRACT TOTAL;$ ~9'7JJ"I.s-'tJ.I
,I______------------------~_____.I
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*- SHOW PRICE PER UNIT IN FIGURES ONLY. FIGURES~~!EN TO THE
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CORTRACTOR'S DECLARA'1'IOJi OFOPTIOJi FOR ~EIIEII'1' OF
S'l'A'l'D'l'ORY RBTADlEDPERCBN'1'AGE
A. 1: hereby elect to have 'the retained perc:entagGof this ,contract held
ina fund by the Dwneruntil ,(30) days following final acceptance
of the 'work.
Date
signed
:B. 1: hereby ,eJ.ect to have 'the Owner deposit ''the retained percentage of
this contract in ,an interest bearing account, not subject to
withdrawa'J. :untilafter final acceptance ,of the work. _______ ,
~Date' -<;/~-V/r,7signed A ~9A./J/lM/~
,c. 1: hereby elect to have the ,owner invest 'the retained percentage of
this contract from ti1lle to time as ,such retained percentage accrues. ,
-'
as
J: l1erebydesignate
the repository for 'the escrow ,of said funds.
'J:herebyfurther ,agree to be fully responsibJ.e for pay.mentofaJ.l costs
,or fees incurred asa result of placing said retained percentage in
escrow and investing it as authorized by statute. The owner ahalJ. not
be J.iable in any 'way for any costs or fees in connection 'therewith.
Date
,Signed
.
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* STATE OF WASHINGTON
COUNTY 01" t:'h--tL.r 4?? )
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I, ~e ~ndersigned, an.i!:::~~rth~riZed representative of
*** ~."L. "/'..J>...QY>~h.,7.0' ,'" ~.-J. beinq duly sworn, deposes and
says that the person(st, firm, association, or corporation has'
(have) not, either directly or indirectly, entered into any
agreement, participated in any collusion, or otherwise taken any
action in restraint of free competitive bidding in connection with
the project for which this proposal is submitted.
:I. further acknowledae that bv sianinq the Droposal siqnature p~
of the prODosal. 'I am deemed to have sioned and have aareed to the
provisions of the noncollusion affidavit.
. :If notarization of proposal takes place outllicSe of Washington state,
DELETE WASHINGTON ancS enter appropriate state.
.. Fill in county where notarization of proposal .i9natore takes place.
***Fill in firm name.
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P,O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Apd.l 18, 1989
Gary A, Rowe, P,E., Director
Robert G. Me.blll, P,E.. County Engineer
ATTENTION: ALL BIDDERS AND PLAN SOLDERS
Upper Hoh Road
County Road No. 914207
Project No. CR0149
ADDENDUM NO.1
You are hereby noti~ied that the
dated June 14, 19B2, on page 46
with the ~ollowing:
Special Provision, SOURCE OF MATERIALS,
and 47 of the bid documents is r~placed
SOURCE OF MATERIALS
April 18, 1989
Materials
The following source of materials is made available for this improvement to
the Contractor at the cost listed:
source for
Course, and
SW 1/4, SW
19.500 cubic yards. in place. at the Winfield Pit South. a
the production of Gravel Base. Crushed Surfacing Top
Aggregate ~or Asphalt Cement Pavement. is located in the
1/4, of Section 35. Township 27 North. Range 12 West.
Cost to Contractor:
90/100 Dollars (to.90) per each cubic yard utilized in the production
of the above materials payable to Jefferson County,
No eource has been provided for any other material necessary for the
construction o~ this improvement,
The Contractor shall make arran,ements to obtain this other material at no
expense to the County, and all costs of acquiring, producing, and placing
this material in the finished work ahall be included in the unit contract
prices for the various items involved.
All bidders are required to furnish the County with evidence of the receipt
of this addendum. This addendum will be incorporated in and made a part of
:::e::n:~a::s::::, a;~:~ed and W:;~~formallY execut~d.
County Engineer ruc~ u e,
Const uction Ent.ineer
NOTE:
The plans and apecifications does not have this addendum incorporated in
them. Acknowledgement of receipt of each addendum is required on the BID
PROPOSAL.
100% Ael;Ycled '-per
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PROPOSAL - COHTINUED
The bidder is hereby ,:advised 'that by signature of this proposal. he/she.
is deemed to h2r:.vle acknowledged all requiremante and signed all
certificates contained herein.
A proposal guaranty in an al!!lount of five percent (5'l of 'the total bid,
based upon the approximate estimate of quantities at the above prices
and in the fOrD as indicated below, is attached hereto:
CASH 0 :Ill THE AMOUJIT OF
CASHIER'S CHECK 0 DOLLARS
CERTIPIED CJIBCK 0 ($ ) PAYABLE "1'0 THB COUNTY TREASURER
PROPOSAL BOND E8J D 'l'BB AIIOUN'1' OF 51 OF '1'HE BID
.*Receipt is hereby acknowledged of addendum(s) nc,(s)~,____,____.
SIGN~~ ~n:IZED OFFICIAL(S)
~ ~A/VVJ~
PDUI HMIB
DIiLHUR INDUI1AIi8.IN~.
P,O, Box 1116
Pelt Anlll'" Welllln.." 883&2l1201
(ADDRESS )
signed a~d sworn~ (or affirmed) before
/}t7J~1-<-:lJV~~ /);,~/
, NO MY PUBLIC
My appointment expires ...? /;S/10;l/
.y/.,;7Y/ J/y
Date
me on
Note:
(1)
(Seal or stamp)
This proposal i. not transferable and any alteration of
the firm's name entered hereon vi'thout prior permissIon
from the County co_issloner. viiI be caus. for consider-
inCJ the proposal irregular and .ubseClUent rejection of 'the
bid.
Please refer to .ection 1-02.6 of 'the standard specifica-
tions, re: -Preparation of Proposal,- or -Article .- of
the Instructions to Bidders of bUIldln., construction jobs.
(2)
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SUi'PLEMENTAL AGREEMENT
NO.2
Projec1 No, CRn 74q
Agency ,lpffp..<::nn r.nlln1'y
Name of Project Ilpp.... Ilnh Rn.." 1l..,.nn<::1'..lIction
Gentlemen:
The e~/County of .Te>.ff"'ffi''''''desires 10 supplement the
~reement enlered into with orthwestem Terrltorles. Inc, ..00 execuied en'
~-ebruarv 8. 1986
All provisions in the basic'agreement remain in effect exceplas expressly modified by lhis supplement,
The changes 10 the agreement are described as follows:
5ectionJ SCOPE Of WOR~ ~ hereby changed 'O.Jelld Add "fla!l!!inq and markin!! right of way as re-
,QUlre 'bv the D.N,R. I In Dart C of I IV monumentation" of Exhibit "B" of the
basic aClreement.
.
Seclion V. TIME Of IllGlNNlNCi AND C~'cA~ 10 cfun8e the numbers of calendar
days for completion of the wOlk 10 read "
II
Section VI, PAYMENT, shaft be amended as follows:
No Chance
IS set forth in lhe allathed Exhiblt A, and by this reference Il\lIde a part of this supplement,
The maximum '~I~aa~ IJndP.r this IIflrrement .~ WPlllt>nwntt'd incklsive of an fres and !ltllt'r
costs Is now S ", , ..
If you concur in lhis supplement .rv.l.g,ee 10 lhe changes as slaled above, p1ellse slgn In the appi'oprl.
ale SpliCes below and return I!? this office for final .ction, " "
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Sincerely,
fijj/! ~k~ ~~~
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PROJECT NO. CBO 749
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SUMMl\l!Y CIF PAYMlNIS
Direct SaIMy Cost
OverheAd
Conc:bSrw 'qui AdcItive5) ,
Direct Nan-5aIary Cosu,
Net Fee
Total
"sic A&rNmalI
~14.255.00
...18..S32 nn
2.925.00
4 418.00
, $44, II;Q~ f1n*
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Total
$14.255.00
18.532.00
2,925.0'0
4.918.00
S44.693.00*
6lJ:llcl:udea $4,063.00 cOJIti1l8ellcy.
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SUPPLEMENTAl ACIlEfMfNT
NO. ~
Project No, eRO 749
Agency Jefferson Countv
Name of Project llPP"T Hoh Road R""onRrructlon
Gentlemen:
The ~Jnr/County of .r"",,,,,,,,,,,,,
agreement e.otered .ilta with Nn.......1fJPr::l..P1'*n T,:aTT'i ton...of PIQ.
February 8. 19B8
,desires to supplement the
Tn.. .,nd executed on '
All provisions in the basic'.,greement relllOlin in effect except as expressly modified by this supplement.
The Changes to the agreement are described as follows:
Section I, SCOPE OF WORK, Is hereby changed to read
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Section VI, PAYMENT, shin be amended as follows:
no chanRe
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as set forth In the .Uached ExhIbit A, and by this reference /IllIde I part of this supplement.
The maximum .mount p.y.blt' under this .~rt>ement .. supplt'nwnll'd Incluslve of In ft'1!5 .nll nltwr
costs Is now $..li.6, "9~. nn ,
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If you concur In this supplemenl .nd .gree to the changt'515 Ilated lbove. plel5/! slgn In the Ippropri.
lie sp.ces below .nd return 10 this office for final Ictlon.
Sincerely,
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PROJECT NO. eRO 749
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SUMMARy Of PAYMENIS
IlIsic Asreement
$14.255.00
lRr~1'.00
SuppIemenl 11
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-0-
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Total
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18.532.00
2,925.00
4,918.00
$44.693.00*
Direct Salary Cost
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Direct Non-5IIIry Cost5
Net Fee
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4.918,00
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OONSULTANT AGRmt?NT
FOR
PRELIKINARY ENGINEERING
THIS AGR&MENl', made and entered into on this g-tfi , day of' k1l!u10!4 ,19~ by
and between the COUNTY OF JEFFERSON, Washington, hereinafter called the' "AGENCY," and the
consulting rinn of Northwestern Territories, Inc., whose address is 42 Prospect Ave. ,
Port Townsend, the location in Washington State at which work will be available f'or
inspection, hereinarter called the "COHSULTANT."
WHEREAS, the Agency desires to accomplish the project, number CR0749,
entitled Upper Hoh Road Reconstruction, and
WHEREAS, the Agency has not suff'icient qualified engineering employees to prepare the
necessary construction plans, specifications and contract within a reasOnable time and
the Agency deems it advisable and is desirous of' engaging the professional services and
assistance of a qualified consulting engineering rinn to do the necessary engineering
work for the project and to develop plans, specifications and estimates, and
WHEREAS, the Consultant has represented and by entering into this Agreement now
represents, that he is in !'ull compliance with the statutes of the State of' Washington
f'or registration of' professional engineers and that all personnel to be assigned to the
work required under this Agreement are fully qualiried to perf'onn the work to which they
will be assigned in a competent and professional manner, and
WHEREAS, the Consultant has indicated that he desires to do the work set f'orth in the
Agreement upon the tenns and conditions set forth below.
Nml, THt:Rrl:FORE, in consideration of the terms, conditions, covenants and performances
contained herein below, the parties hereto agree as f'ollows:
I
OBJECrIVES AND SOOPE (F llI>RK
The objective of the Agreement is to provide engineering services necessary for the
preparation of all plans, specifications and other documents for the Project as described
in the attached Exhibit "B."
The scope of work shall include all services and materials necessary to accomplish the
work as indicated in attached Exhibit "13"1 (A complete listing of services to be
!'urnished by the Consultant shall be provided.)
Prepare constr'uotion plans in acoordanoe with standard practioes of the AGgNCY for plans
prepared by its own staff. Procedures shall be consistent with the provisions of the
current edition of the Department of 'rransportation "Highways Design Manual" and
amendments thereto 1 (e.g.)
1, Plans shall be prepared with such provision and in such detail as to permit the
convenient layout in the field for oonstl'Uotion and other purposes wi thin a
degree of' aocuracy aoceptable to the Agenoy.
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Plans shall be in such detail as to pennit the development of an accurate
estimate of quantities for the contract items of work to be performed during
construction of the project.
3.
The scales to be used, the lettering and general delineation of the plans, shall
use standard symbols and conventions as shown in the Washington State Department
of Transportation Design ~~ual, and be of such detail as will provide legible
reproduction when the plans are reduced to one-fourth of their original size (50
percent reduction).
4.
5.
The minimum horizontal scale for the plans shall be "one inch equals 50 feet".
Construction plans will use detail and drafting requirements set forth in the
Washington State Department of Transportation Design l-lanual to include and
consist of; vicinity map, sUlllllary of quantities, roadway secUons, quantity
tabulations, plan and profile, drainage plans, existing utilities, miscellaneous
details unique to the project, special sections and details other than standard
plans available from the State's standard drawings.
Plans shall include complete details for the proposed drainage of the project,
utility work to be performed by others, details for paving, pavement marking,
signing, and signalization, as necessary. Plans shall show all the existing
physical features, surface and sub-surface facilities, as determined by field
surveyor indicated on Agency or utility company reoords. Details shall be
included within the right-of-way, or if necessary, outside the right-of-way to
include pertinent details adjacent to the projeot.
Special Provisions shall be included in the contract plans for item!' of work
which are not covered by the State or APWA Standard Speoifioatlons, whichever is
applicable, as may be required to properly cover the work contemplated by the
plans.
The Consultant shall furnish such infonnation and data with respeot to the plans
and design as the Agency may request, inoluding, but not neoessarily limited tOI
a. One (1l copy of all survey notes taken by the Consultant.
b. One (1l copy of the quantity and design oomputatlons.
g Q~Q ~ 1 l QQPi' Qf tllQ QI'QIlIl IlQQUQRIl ?f1tfL ~
The quantities shall be divided into parts corresponding to the oonstruotlon
contracts or as otherwise designated by the Agenoy. These quantities shall be
as near as possible to the actual quantities and shall not be arbitrarily
increased or decreased.
6.
7.
8.
9.
10. Field surveys required to complete the plans in the Agreement shall be furnished
by the Consultant. The field surveys shall inolude sufflolent referencing to
permit the re-establlshment of all necessary points to the satlsfaotlon of the
Agency.
11. All necessary sub-surfaoe investigations shall be oonduoted by the Consultant.
The Consultant shall perform all work described in this Agreement neoeosary to oomplete
design of the projeot to conform with the polioies and standardo set forth in Seotion II.
The Consultant shall prepare suoh information and studies as may be pertinent and
neoessary, or as may be requested by the Agenoy, in order to pallD judgment on the
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features of the work. The Consultant shall make such minor changes, amendments or
revisions in the detail of the work as may be required by the Agency. This item does not
consti tute an "extra Work" item as related in Section X of the Agreem~nt. When
alternatives are being considered, the Agency shall have the right of selection.
The Agency shall supervise construction and provide construction engineering services,
including the review and approval of all construction drawings during construction, as
requil'ed, however, the Consultant when requested by the Agency, shall without additional
compensation give general advise and make a maximum of three (3) visits to the site for
explanation for plans to generally review the project.
The plans and specifications prepared by the Consultant under this agreement shall be
verified by a complete check by the Consultant and shall be so certified by the
Consultant, The Consultant will be held responsible for the acouracy of the work, even
though the work has been accepted by the Agency.
II
DESIGN CRITEIlIA
The Agency will designate the basic premises and criteria for the design. Reports and
plans, to the extent feasible, shall be developed in accordance with the latest edition
and amendments of the following:
1. Washington State Department of Transportation/American Public Works Association
(WSDOT/APWA), "Standard Specifications for Road Bridge and Municipal
Construction."
2. WSDOT/APWA, "Standard Plans for Road, Bridge and Municipal Construction."
Washington State Department of Transportation, "Highway Design Manual."
American Association of State Highway and Transportat1o~ Offioials, "Standard
Specifications for Highway Bridges."
5. Washington State Department of Transportation, "Bridge Design Manual, Volumes
and 2."
3.
4.
6.
7.
8.
Washington State Department of Transportation, "Manual of Highway Hydraulics."
Washington State Department of Transportation, "Material Laboratory Outline."
Highway Hesearch Board's l-lanual entitled, "Highway Capaoi ty."
9. FHWA and WaShington State Department of 1'ransportation, "Manual on Unifonn
Traffio Control Devloes for Streets and Highways."
10. Washington State Department of Transportation, "Construotion Manual."
1 1. Washington State Department of Transportation, "Local Agency Guidelines."
12. Standard drawings prepared by the Agenoy and furnished to the Consultant shall
be used as a guide in all caseo ~lere they fit design oonditiono.
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InH> TO BE FURNISHED TO nIE txlNSULTAKr BY 'DIE AGENCY
The Agency will furnish the Consultant copies of the plans, cross-seotions or documents
which are available to the Agency that will facilitate the preparation of the plans and
studies within the limits of the project.
Including;
1. The plans and field notes from prev ious County Road Project 487, which indicates
the location of the road in relation to property and sub-divisional lines.
2. The plans from previous County Road Project 464, which provided for the
construction of a portion of Upper Hoh Road adjacent to the westerly terminus of
this project.
3. The Design Report for this project.
,>
IV
IXlClH:N'l'S TO BE FURNISHED BY 'mE OONSULTAtrr
The following docl.Ullents, exhibits or other. presentations for the work covered by this
Agreement shall be furnished by the Consult..ant to the Agency upon oompletion of the
various phases of the work. All such material, including photographio negatives used in
the project, shall become and remain the property of the Agency and may be used by it
without restriction. Such unrestricted use not ocourring as a part of this project, shall
be without liability or legal exposure to the Consultant.
1.
Two (2) copies of the completed contract drawings and specifications prepared
from the work performed under this Agreement.
Two (2) copies of the quantities of the work to be constru~ted.
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3. One (1 l set of all sheets comprising the set of contraot plans on permanent
scale stable reproduoibles, togeUler with one (1) copy of all reports, drawings,
etc., appertaining th~reto, plus an equal nl.Ullber of revised copies, if review
disclosed that revisions are neoessary.
4. Five (5) oopies of the special provisions to the Standard Specifications.
5.
6.
One (1) copy of all survey notes taken by the Consultant.
One (1) oopy of the quantity and design computations for the work performed
under this Agreement.
o
V
TDe OF BEGINNING AND CDlPLBTIOH
The Consultant shall not begin work under the tenns or this Agreement until authorized in
writing by the Agenoy. The time required, in oalendar days, for oompletion of all work
under this Agreement shall be 100 days following written authorization to begin.
t:.stablished completion time shall not be extended because of any delay" attributable to
the Consultant, but may be extended by the Agenoy in the event of a delay attributable to
the Agency or because of a delay osused by an aot of God or governmental aotions or other
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conditions beyond the control of the Consultant. A prior supplemental agreement issued by
the Agency is required to extend the established time.
Delays attributable to or caused by one of the parties hereto amounting to 14 days or
more affecting the completion of the work may be considered a cause for renegotiation or
termination of this Agreement by the other party.
VI
PAlmNT
(Cost Plus Net Fee)
The Consultant shall be paid by the Agency for completed work for services rendered under
this Agreement as provided hereinafter. Such payment shall be full compensation for work
performed or services rendered and for all labor, materials, supplies, equipment and
incidentals necessary to complete the work. The Consultant shall conform with all
applicable portions of 48 CFR 31.
A. Cost Plus Net Fee
Payment for work accomplished shall be on the basis of Consultant's actual cost plus
a net fee. The actual cost includes direct salary cost, overhead and direct non-
salary cost.
1 . The direct salary cost is the salary expense for professional and technical
personnel and principals for the time they are productively engaged in work
necessary to fulfill the tenns of this Agreement. The direct salary costs are
estimated to be approximately Fourteen Thousand Two Hundred Fifty Five and
No/100 Dollars ($14,255.00) as set forth in the attached Exhibit "A" and by this
reference made a part of this Agreement.
2. The Overhead costs as identified on Exhibit "A" are detennined as.uQ percent
of the direot salary cost. The overhead costs are estimated to be approximately
Eighteen Thousand Five Hundred Thirty Two and No/100 Dollars ($18,532.00) as set
forth in the attached Exhibit "A" and by this reference made a pert of this
agreement. The overhead cost rate is an estimate based on currently available
accounting information and shall be used for all progress payments over the
period of contract. The final overhead cost rate is subject to adjustment based
on an audit performed by the Agency, the State, or Federal Highway
Administration at the completion of the project and said final overhead cost
rate shall not exceed ~ percent and shall not inorease the maximum amount
payable for this Agreement.
3. The direct non-salary costs are those costs directly incurred in fUlfilling the
tenns of this Agreement, inoludlng, but not limited to travel, reproduction,
telephone, supplies and fees of outside oonsultants. The direot non-salary
costs are estimated to be approximately Two Thousand Nine Hundred Twenty Five
!!!!f!...!'l0/100 Dollars ($2.92?00) as set forth In the attached Exhibit "A" and by
this reference made a part of this Agreement.
(If the oonoultlng firm 18 a partnerShip, the following shall apply I ) When the
partners are productively engaged In work necessary to fulfill the terms of this
Agreument, their salary oosts shall be invoioed as dlr'ect non-salary oost.
Therofore on Er;"tlbit "A", under direct non-salary oosts, the hourly labor rate
inoluding overhead (profit is Inoluded in the net fee only) for each labor
olallsification is shown. These rates shall apply for the work on the projeot
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when performed by the partners. The estimated cost for this work is included
under direct salary costs as set forth in attached Exhibit "A" and by this
reference made part of this agreement.
Billings for any direct non-salary costs shall be supported by copies of
original bills or invoices.
4. The net fee, which represents the Consultant's profit shall be Four Thousand
Nine Hundred EiF:hteen Dollars ($4.918.00). This fee is based on the Scope of
Work defined in this Agreement and the estimated labor hours required to perform
the stated Scope of Work. In the event a supplement agreement is entered into
for additional work by the Consultant, the supplemental agreement may include
provision. for the added costs and an appropriate fee. The net fee will be
prorated and paid monthly in proportion to the percentage of the project
completed as estimated in the Consultant's monthly progress reports and approved
by the Agency. Any portion of the net fee not previously paid in the monthly
payments shall be included in the final payment, subject to the provisions of
the Section XI entitled TEffi{INATION OF AGREEMENT.
5. The maximum amount payable for completion of all work under this Agreement
including salaries, overhead, final overhead adjustments, direct non-salary
costs, and profit is Forty Four Thousand Six Hundred Ninty Three and No/10a
Dollars ($~b93.00), unless a supplemental agreement has been negotiated and
executed by the Agency prior' to incurring any costs in excess of the maximum
amount payable. This does not include payment for extra work as stipUlated in
Section X, "Extra Work."
Progress payments lIJay be claimed monthly for direct costs actually incurred to date
as supported by detailed statements, for overhead costs and for a proportionate
amount of the net fee payable to the Consultant based on the estimated percentage of
the completion of the services to date.
The Consul tant and its subconsul tants shall keep available for inspection, by
representati ves of Jefferson County, the State and United States, for a period of
three years after final payment, the cost records and accounts pertaining to this
Agreement and all items related to, or bearing upon, these reoords with the following
exoeptionl If any litigation, claim or audit is started before the expiration of the
three-year retention period, the records shall be retained until all litigation,
claims or audit findings involving the records have been resolved. The three-year
retention period starts when the Consultant receives final payment.
Payment for extra work perfonned under this agreement shall be paid as agreed to by
the parties hereto in writing at the time extra work is authorized. (Seotion X
"Extra Work")
A ~lort narrative progress report shall accompany eaoh voucher for progress payment.
The report shall inolude discussion of any problems and potential causes for delay.
'Co provide a means of verifying the invoiced salary oosts for Consultant employees,
the Agenoy may oonduot employee interviews.
Acceptanoe of ouoh final payment by the Consultant shall constitute a release of all
olaims of any nature whloh the Consultant may have against the Agenoy unless such
olaims are speoifioally resorved in writin(J and transmitted to the Agenoy by tho
Consultant prior to Its Boceptanoe. Said final payment shall not, however, be a bar
to any claims that the Agency may have against the Consultant or to any remedies the
Agency may pursue with respeot to such olaims.
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~LOnt::NT
The Consultant warrants that he had not employed or retained any canpany or person, other
than a bona fide employee working solely for the Consultant, to solicit or secure this
contract and that he has not paid or agreed to pay any company or person, other than a
bona fide employee wOl'king solely for the Consultant, any fee, commission, percentage,
brokerage fee, gifts or any other consideration, contingent upon or resulting from the
award or' making of this contract. For breach or violation of this warranty, the Agency
shall have the right to annul this Agreement without liability, or in its discretion to
deduct from the Agreement price of consideration or otherwise recover the full amount of
such fee, commission, percentage, brokerage fee, gift or contingent fee.
Any and all employees of the Consultant, while engaged in the performance of any work or
services required by the Consultant under this Agreement, shall be considered employees
of the Consultant only and not of the Agency and any and all claims that mayor might
arise under the Workman's Compensation Act on behalf of said employees, while so engaged
and any and all claims made. by a third party as a consequence of any negligent act or
omission on the part of the Consultant's employees, while so engaged on any of the work
or services provided to be rendered herein, shall be the sole obligation and
responsibility of the Consultant.
The Consultant shall not engage, on a full or part-time basis, or other basis, during the
period of the contract, any professional or teohnical. personnel who are, or have been at
any time during the period of this contract, in the emplOY of the FHWA, State or Agency,
except regularly retired employees without written consent of the public employer of such
person.
VIII
NOH-DISCRIMINATION
The CONSULTAWr agrees not to discriminate against any client, employee or applicant for
employment or for services beoause of race, creed, oolor, national origin, marital
status, sex, age or handicap exoept for a bona fide occupational qualification with
regard to, but not limited to the.followingl employment upgrading; demotion or transfer;
reoruitment or any recruitment advertising; layoff or terminations; ratea of payor other
forms of compensation; seleotion for training; rendition of services. The CONSULTANT
understands and agrees that if it violates this Non-Dlsorimination provision, this
AGR&&MENT may be terminated by the Agency and further that the CONSULTANT shall be barred
from performing any services for the Agenoy now or in the future, unless a showing is
made satisfaotory to the Agency that discriminatory praotices have terminated and that
recurrenoe of suoh aotion is unlikely.
During the performanoe of this Agreement, the Consultant, for itself, its assignees and
successors in interest, hereinafter referred to as the "CONSUl.TANT," agrees as followsl
A. 0lH'l.IANa: WI'11I REXlUI..ATIc..s: The Consultant will oomply with the regulation of the
Department of Transportation relative to nondisorimlnation in federally-assisted
programs of the Department of Transportation Title 49, Code of Federal Regulations,
Part 21, hereinafter referred to as the regulations, whloh are herein incorporated by
reference and made a part of this Agreement.
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NaIDISCRIMINATIOtI: The Consultant, with regard to the work perfonnedby it during
the Agreement shall not discriminate on the grounds of race, religion, color,
national origin, age, marital status, handicap, or sex, except for .a bonafide
occupational qualification, in the selection and retention of subcontractors,
including procurements of materials and leases of equipment. The Consultant will not
participate either directly or indirectly in the discrimination prohibited by Section
21.5 of the regulations, including employment practices, when the contract covers a
program set forth in Appendix II of the Regulations.
SANCTIONS FOR NON-ooHPLlANCE: In the event of the Consultant's non-compliance with
the discrimination provisions of this contract, the Agency shall impose such contract
sanctions as it may determine to be appropriate, including, but not limited to:
1. ,n thholding of payments to the Consultant under the Agreement until the
Consultant complies and/or.
2. Cancellation, tennination or suspension of the Agreement in whole or part.
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D.
SOLICITATIONS FOR SUBaIlrRACl'OIlS, INC-UDING PROCUREH'Nl' tF HlTERIAI.S AND F.QlJlPtDT:
In all solicitations, either by canpetitive bidding or negotiation made by the
Consul tant for work to be performed under a subcontract, including procurements of
materials or equipment, each potential subcontractor or supplier shall be notified by
the Consultant of the Consultant's obligations under this contract and the
Regulations relative to nondiscrimination on the ground of race, religion, color,
national origin, age, marital status, handicap, or sex.
E.
INFORMATION AND REPORTS: .The Consultant shall provide all infonmation and reports
required by the Hegulations, or directives issued pursuant thereto and shall permit
access to its bOOkS, records, accounts, other souroes of information and its
facilities as may be detennined by the Agency to be pertinent to ascertain compliance
with such Regulations, or directives. Where any information required by a Consultant
is in the exolusive possession of another who fans or refuses to furnish this
information, the Consultant shall so certify to the Agency and shall set forth what
efforts have been made to obtain the infonmation.
: .
F. INCORPORATION OF PROVISIONS: The Consultant shall include the provisions of
paragraph (A) through (E) in every subcontract, including procurements of materials
and leases of equipment, unless exempt by the Regulations or directives issued
pursuant thereto. The Consultant shall take such aotion with respect to any
subcontraot or procurement as the Agenoy may direct as a means of enforoing such
provisions, including sanotions for noncompliance; PROVIDED, HOwgVER, that, in the
event a Consultant beoomes involved in, or is threatened with, litigation with a
subconsultant or supplier as a result of such direction, the Consultant may request
the Agency to enter into such litigation to proteot the interests ~f the Agency.
G. 'fo comply with RCW 49.60.180 prohibiting unfair employment praotioes and the
Executive Orders numbered E.O. 70-01 and E.O. 66-1 or the Governor or the State of
Washington.
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QlANGES IN \l)Rl(
The Consultant shall make all such revisions and ohanges in the completed work of this
Agreement as are necessary to correct errors appearing therein, when required to do so by
the Agency, without additional compensation.
Should the Agency find it desirable for its own purposes to have previously
satisfactorily completed work or parts thereof revised, the Consultant shall make such
revisions, if requested and as directed by the Agency in writing. This work shall be
considered as Extra Work and will be paid for as provided in Section VI.
X
EXl'RA \l)Rl(
The Agency may desire to have the CONSULTANT perfonn work or render services in
connection with this PROJECT in addition to or other than work provided for by the
expressed intent of this AGRE~1ENT. Such work will be considered as Extra Work and will
be specified in a written supplement to this Agreement which will set forth the nature
and scope thereof. Work under a supplemental AGREEMENT shall not proceed until
authorized in writing by the Agency.
XI
TERHIHATIexf CF AGREIM::NT
A. 'fhe Agency reserves the right to tenninate this Agreement at any time upon not less
than ten (10) days written notice to the Consultant.
B. In the event of the death of a mellber, partner or officer of the Consultant, or any
of its supervisory personnel assigned to the project, the surviving members of the
Consultant hereby agree to complete the work under the terms of this Agreement, if
requested to do so by the Agenoy. This section shall not be a bar to renegotiations
of this Agreement between surviving members of the Consultant and the Agency, if the
Agency so chooses.
In the event of the death of any of the parties listed in the previous paragraph,
should the surviving members of the Consultant, with the Agenoy's conourrenoe, desire
to terminate this Agreement, payment shall be made as set forth in Subseotion C of
this section.
C. In the event this Agreement is tennlnated by the Agency other than for fault on the
part of the Consultant, a final payment shall be made to the Consultant for aotual
cost for the wOl'k oomplete at the time of tennination of this Agreement, plus the
following desoribed portion of the net fee. The portion of the net fee for which the
Consul tant ohall be paid shall be the same ratio to the total net fee as the work
oomplete is to the total work required by the Agreement. In addition, the oonsultant
shall be paid on the same basis as above for any authorized extra work oompleted. No
payment shall be made for any work oompleted after ten (10) days following reoeipt by
the Consultant of the Notioe to Terminate. If the aooumulated payment made to the
Consultant prior to Notice of Termination exoeeds the total amount that would be due
as set forth herein above, then no final payment shall be due and the Consultant
shall immediately reimburse the Agenoy for any exoeRS paid.
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In the event the services of the Consultant are terminated by the Agency for fault on .
the part of the Consultant, the above stated formula for payment shall not apply. In
such an event the amount to be paid shall be determined by the Agency with
consideration given to the actual costs incurred by the Consultant in perfonning the
work to the date of termination, the amount of work originally required which was
satisfactorily completed to date of termination, whether that work is in a form or of
a type which is usable to the Agency at the time of tennination, the cost to the
Agency of employing another firm to complete the work required and the time which may
be required to do so, and other factors which affect the value to the Agency of the
work performed at the time of termination. Under no circumstances shall payment made
under this subsection exceed the amount which would have. been made if the formula set
forth in the subsection C above had been applied.
In the event this Agreement is terminated prior to cOlllpletion of the work, the
original copies of all plans, prints, drawings and field notes prepared by the
Consultant prior to termination shall become the property of the Agency for its use
without restriction. Such unrestricted use not occurring as a part of this project,
shall be without liability or legal exposure to the Consultant.
Payment for any pert of the work by the Agency shall not constitute .a waiver by the
Agency of the remedies of any type it may have against the Consultant for any breach
of this Agreement by the Consultant, or for failure of the Consultant. to perform work
required of it by the Agency. Forbearance of any right under the Agreement will not
constitute waiver of entitlement to exercise those rights with respect to any future
act or omission by the Consultant.
E.
F.
XII
DISPUTES
Any dispute concerning questions of facts in connection with work not disposed of by
agreement between the Consultant and the Agency shall be referred for determination to
the Director of Publio Works or Agency Engineer, whose decision in the matter shall be
final mId conclusive on the parties to this Agreement.
In the event that either party is required to institute legal aotion or proceedings to
enforce any of its rights in this Agreement, both parties agree that any such action
shall be brought in the Superior Court of the State of Washington, situated in the county
of the Agency.
XIII
LEGAL RELATI(R)
The consultant shall oomply with all Federal Government, State and looal laws and
ordinances applicable to the work to be done under this Agreement. This contraot shall be
interpreted and oonstrued in aooordance with the laws of Washington.
The Consultant, its suocessors or assigns, will proteot, save, and hold harmless the
State and Agenoy and their authorized agents and employees, from all olaims, aotions,
ooots, damages, or expenses of any nature whatsoever by reason of the aots for omissions
of the Consultant, its sUboonsultant, assigns, agents, oontraotors, lioensees, invitees,
employees, or any other person whomsoever ar'ising out of or in connection with any aots
or activities authorized by this Agreement. The Consultant further agrees to defend the
State and Agenoy and their authorized agents and employees in any litigation, inoluding
payment of any oosts or' attorney's fees for any olaims or aotion oanmenoed thereon
arising out of or' ill oonneotion with aots or aotivitles authorized by this Agreement.
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This obligation shall not include such claims, costs, damages, or expenses which may be
caused by the sole negligence of the State or Agency or their authorized agents or
employees: Provided, that if the claims or damages are caused by or resul,t from the
concurrent negligence of (a) the State and the Agency and their agents or employees, and
(b) the Consultant, its agents, or employees, this indemnity proviSion shall be valid and
enforceable only to the extent of the negligence of the Consultant, or Consultant's
agents, or employees.
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The Consultant shall secure regular Public Liability and Property Damage Insurance
Coverage in the amount of $100,000 for death or injury to anyone person and $300,000 for
death or injury to two or more persons in anyone occurrence and $50,000 for Property
Damage in anyone occurrence with any aggregate Property Damage coverage of $100,000 for
two or more occur'rences frOln an insurance company authorized to do business in the State .
of Washington.
The Consultant's relation to the Agency shall be at all times as an independent
contractor.
XIV
SUBLE'ITING OR ASSIGNING (F allTRACTS
The Consultant shall not sublet or assign any of the work covered by this Agreement
without the express consent of the Agency.
xv
ENDORSEJOl' (F PLANS
The Consultant shall place his certification on all plans, specifications, estimates or
any other engineering data furnished by him in accordance with ROW .18.43.070.
XVI
CERTIFICATION
The "Certification of Consultant" and "Certification of Agency Official," attaohed hereto
and marked Exhibit "C" and by this referenoe is made a part of this Agreement.
XVII
aH'LETE AGREFH:NT
This dooument and referenoed attachments oontains all covenants, stipulation, and
provisions agreed upon by the parties. No agent, or representative of either party has
authority to make, and the parties shall not be bound by or be liable for, any statement.
representation, promise, or agreement no to set forth herein. No ohanges, amenclments, or
modlfioations of the tenns hereof shall be )/al1d unless l'educed to writing and signed by
the parties as an amendmont to this agreement.
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EXECI1l'ICIf AND A<Xm'TANCE
This Agreement may be simultaneously executed in several counterparts, each of which
shall be deemed to be an original having identical legal effect. The Consultant does
hereby ratify and adopt all statements, representations, warranties, covenants, and
agreements contained in the proposal, and the supporting materials submitted by the
Consultant, and does hereby accept the Agreement and agrees to all the terms and
oonditions thereof.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement as of the day and
year first above written.
By:)(~J
By: x CY;9uvz~
Chainnan, Board of Jefferson County Title:
COllIIlissioners
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COST PLUS NET FEE DETERMINATION
EXHmrr -As
Travel and Per Diem
Per Diem 10 weeks @ l ?,R c;n ............. 1 2.285
Air Travel Trips @ .............
Cars @ per month @
mDnihs
miles @$ . ............. $
TOTAL $ 2,285
DIRECT SALAR Y COST:
Personnel Man Hours
Project Surveyor 146
Project Engineer 96
Soils Engineer 40
Party Chief 314
Instrument man 314
Chain man 82
Soils Technician 8
Drafting 192
Clerical 32
DIRECT NON-SALARY COSTs
Rates of Pay
Estimated Cost
$15.47
16.00
15.00
11.80
11. 30
11. 30
10.00
7.00
8.00
$ 2.259
1.536
600
3,705
3,548
927
80
1.844
256.
"
'fOTAL $
14.255
Office and Equipment
Rent $ per mDnth @ - months l3E
Equipment Rental S per mohth @ --.-- months
Reproduction Expenses ............... ... ..... '1"1' ... ........ 200_
~~"ti~K .':t~~'tt~G..... ....... ........ ........... ..... 440
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TOTAL
$
640
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EXHIBIT -A-(cont.)
SUMMARY OF FEE FOR ENGINEERING SERVICES
Dirrct Salary Cost .............. ... ........ ..-....... .'.......
Overhead Cost (including
payroUadditives) .................... 130 96
Sub-Total
.$ 14.255
$ 18.532
$ 32,787
$ 4,918
Net Fee
...................................................0
Direct Non-Salary Cost:
a.
b.
c.
d.
e.
Travel and.per diem ...........~..........t+2 285
Reproduction expenses '................. 200
Computer expense ..................... .-0-'
Outside consultants .................... $ .-0-
Other (Specify) JJIIiS'lIliN................. ~ 440
"
Total
$ ., q.,,,
Sub-Total
Contingencies
CRANI' TOTAL
$ '2 .925
4,063'
$ 44 .693'
BRE^KDO'S'N OF OVERHE^n COST'
FICA ................. .'. ... .............. ...... ...... ... ... ... 7.51 96
Unemployment C":ompensatlon ................................. 4.70 %
Medical ^Id and Industrial Insurance ... ........................ .78 9(,
Company Insurance and "'edical ............................ ... .:......!:..2J- '96
Vacation, Holiday and Sick Leave.. ..~ ....... .......... .... .... 6. 50 ~
State B & OTax ..................,.......................... 1.50 96
Insurance ................................................... 3.75 "
Administration end Time Unassignable ......................... 53.52 9(,
Printing, Stationery and Supplies .............................. 5 on 9(,
Travel Not Assignable ......................."..............'.. 13.00 96
Telephone and Tclel\raph Not Assignable ............. ........... 6.87 9(,
Fees, Dues, Profes$iona''''eetlnzs ............................. ~.27 96
Utilities and Maintenance ..................................... 2.36 9E)
Rent ....................................................... 5.55 ~
Rental Equipment ........................................... 1.65 9c-
Office ~Ulcell&neow, Postage .................................. -6..a-05~ 96
Prolessional Services . .......... ...............:.............. 4 q~ 96
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EXHIBIT "B"
DESCRIPTION OF PROPOSED WORK FOR PRELIMINARY ENGINEERING
COUNTY ROAD PROJECT NO. CR0149
UPPER HOH ROAD RECONSTRUCTION
OBJECTIVE
The objective of this agreement is to provide surveying and
engineering services necessary for the preparation of right of
way and contract plans, specifications, and con trac tdocumen ts
for this Project.
SCOPE
The .Scope of work shall include all services, labor, tools,
equipment, and materials necessary or incidental, to accomplish
the following'
I. LOCATION OF ROADWAY
A. Utilize the location and update all property and sub-
divisional lines of work accomplished by (;ounty Road
Project 413'( in 1981. The work included in this only
provides for the retracement of approximately an
additional one mile of seotion lines. If, during the
course of the work, more than the mile is required to
accomplish the work in I-H and I-C below, the
Consul tant shall notify the County before proceed ing.
Locate the project oenterline as determined by the
County and Consultant.
Show all ownerships, and interseot stations of property
and section lines with their respeotive bearings to the
project oenterline. This shall include researching for
ownerships of reoord, oalculations, plotting, and
related work.
B.
c.
Verify the looation and update existing right of way.
Prepare right of way descriptions where right of way'
aoquisition is required for the project.
Verify the looation and update all oounty road
interseotlons and road approach locations. Show the
interseot stationo of the projeot oenterline and
respeotive bearings.
Profile, oross sectIon and looate all improvements,
based on the project oenterline, from the termi nus of
County Road Projeot Number 464, Mile Post 0.34 to Mile
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Post 1..b4 (approximately 7,920 feet). Cross sections
and profile are to be done on 50 foot stations, with
the cross section notes recorded on W.S.D.O.T form 178-
215 in accordance with the W.S.D.O.T. .computer manuaL
Improvements to be located include~ but are .not limited
to:
1. Hoadloca tion
2. Drainage facilities
3. U t il it i e s ( 0 v e r h e a d an d un d e rg round,
including the height of crossing o~erhead
lines)
4.. Driveways
5. Fences
6. Mailboxes, etc.
Locate and ti e all recorded and observed existing
property corners within the proposed construction area.
Profile, cross sections and improvement locations shall
also be obtained for all intersecting county roads for
a distance of 300 feet minimum along their centerline
from the edge of existing pavement, and 50 feet minimum
on private approaches.
II.
DESIGN
The horizontal and vertical alignment designs shall be
in accordance with applioable standards for the
functional classification and design speed as shown in
the design report.. Final location to be determined by
the County and Consultant.
Earthwork calculations shall be provided by Jefferson
County from the terrai n informa ti on gathered by the
Consultant and the design alignment developed by the
Consultant and the County.
C. The st.ructural section of the roadway will be
detel'mined by the County. Sub-surface dat.a shall be
provided to the County by the Consultant. Data to be
submitted shall have gradations, etc. classified
utilizing the Unified Soil Classification.
A.
B.
III. PLANS AND SPECIFICATIONS
A. Plans shall be prepared in permanent form and
dolineated in ink on standard 22 x 36 Federal Aid plan
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.and .profile :sheets of.mylar at :ahorizontal :scaleof 1"
'" 50", ,and a .vertical scal.e of 1" = 5' 4 Symbols to be
used shal~ b. VashinEton State D€partm.nt of
Transp~rtation Standard MappinE Symbols and
co.n-ventions,. Co.nsistent drafting procedures must be
.observed :to attai.n :maximum accuracy and clarity. All
::'ettering to be L.eroyed. Stationing shall be
consistent 'with previous County .Road Proje'ct N04 !l64
and ~\Io,. .487.
.B. Cross sections .shallbe p.reparedbythe County on a
:conti:nuous roll of ,cross section t.racingpaper,10 x 10
gri,d to the inch, and .plottedon a convenient scale.
,Groundelevati ons, .grade :elevati ons, and areas are to
:be .shown..
C. Anyp.roposedimprove.me.n.t ,that is 'not standard or
s.pec ifi ed J.ntheWa shingto.n Sta teDep a:rtment of
Tran.sportation ,Standard Plans or ,Specifications shall
have a .specialprovisionwri tten .by the Consul tantto
.be included in the contract documents.
IV,. MONUMENTATION
A.
:Hori.zontal and ver.tical control points established by
th~ Consultant shal~ be refer€nc.d to enabl~
re.establishme:nt of the highway or intersection
centerli:nes in a :simpleand .straightforward way..
B.
Sur'veycontrolpoints., centerline control .points, and
.vertical oontrol :poi.ntsshall be ofa permanent
.material, f'e!'erenced" and be clearly marked in the
!'ield.
C.
Ce.nterli:ne control points looations will generally be
P..C.s, P.T.s and P.I..s (where practical) of all
highways., and intersections4 Centerline Control points
shall be referenced to .theproject oenterline in ,such a
manner as to allow aoc~rate reestablishment in the
future.
V.SURVEY METHOD
A. All horizontal survey work to be related to and done on
the Washington State Plane ~oordinate System with
second order or better accuraoY4
B.
Vertical con'trol to be related to N.O.A.A. (M.S.L.)
datum.
C.
The Consultant shall furnish the Agenoy with all
information and data pertinent to the plans, design as
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the Agency may request. inc~uding but Dot limited to
copies ,of:
,. Horizontal cODtro~
2. Vertiaalcontro.l
3. lIeference ties
~. Coordinate 7ables
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5. Cross secti,on notes
6. Quantity ,ca~,culations. etc.
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Project Na. CIlO749
County .Jett'eraan
EXHIBIT.CO'
CER'l'IFl:CATIai OF aMSULTAIIl'
I hereby certify that I am -J':"Q..Jeyy-/ N..-.;/i'1 and duly authorized
representative of the firm of Narthwestern'Territories, Inc.. whase address is
42 Prospect Ave.. POI-t. Townsend, Wa., and that neither 1 nor the above 1"irm 1
here represent has:
(a) emplayed or retained for a cOIlllllissian, percentage, brakerage,
contingent fee or other consideration, any finn ar person (ather than a
bona fide emplayee wor:<ing solely for me or the above Consultant) to
solicit ar secure this contract.
(b) agreed, as an express or jmpliecl condition 1"ar obtaining this contract,
ta employ ar retain the services of any finn ar person in connectian
with carrying oot the contract.
(c) paid, ar agreed to pay, to any rim, organization ar person (other than
a bor.a 1'ide enployee working solely for me ar the above consultant) any
fee, contribution, (ionation or consideration of any kind for, or in
connection with procuring or carrying out the cantract: except as here
expressly stated(if any):
1 further certify that the t"irm 1 hereby represent is authariud to do
business in the state OIf Washington and that tbe t"irm is in full caDPliance
with the requirements of the Board of Professional Registration.
1 acknowledge that this certificate is to be available to the State
Department af "rranspartation and the Federal Highway Administration, U.S.
Department cf 'l'ransportation, in connection with this cantract invalving
participaticn af Federal-aid t'unds and is subject to applicable'State and
Federal laws, both criminal and civil.
\/: .?/,-/f(f( ':--:11,-7 ~t'1?7....,...e::.
Date t/ ,signa ure'
C2IlTJll'ZClTIOII OF alBIC! Ol'FICIAL
I hereby certify that 1 am the lIgency Official at" the County of .Jefferson
Washington and that the abave oansultlllg firm or his repreaentative has nat
been required, directly ar indirectly as an express or jmplied conditlon in
eannection with abtalnlng cr can-ying out this contract to:
(a) employ ar retain, or agree to employ or retain, any fim or person, or
(b) Pay ar agree to pay to any firm, peraon, or organization, any fee,
oontribution, donation or consideration ct" Mrf kind, except as here
expressly stated (if any).
1 acknowledge that this oertlricate is to be available to the Federal
Highway Administration, U.S. Department at" 'l'ransportation, in oonnection \lith
this contract invalving partloipation of Federal-aid hlgh1lllY t'unds and is
subject to applicable State and Federal Laws, bath el'1mlnal and civil.
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DIRECT SALARY COST tCoMpalrUlJ:
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INDEPENDENT ESTIMATE FOR
CONSULTING SERVICES
aREAlCDOWN OF WORK
principle Engineer/Surveyor
Project Engineer
Office Engineer/Surveyor
Drafting
Party Chief.
Chainmen
Chainmen
Secretarial
Soils Engineer
Soils Technician
8
80
128
176
256
256
64
32
32
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TOTALS-l,048
OVERHEAD COST IJndudintc-w'oU IddilJws'
NET FEE
@ 15%
DIRECT NON.SALARY COST:
A. T""V~'" AND "III DIEM
.. aEMODUCT.ON e.xKNSQ
C. CO"...,.,E" CXPe.NS&
D. eO....uHICAT.OH
IE. SA..~Na AND TESTINCI
,. OUT~IDr.CONSULT"'NT.
a. OT,..E" CS..~.wJ
TOTAL
"oaINev
1.40..
.4.200.00
. 200.00
-0-
100.00
~oo.oo
:8:
5,000.00
JEFFERSON COUNTY PUBLIC WORKS
...o..aCT Y.,T'"
MAN-
HOURS
AVEllA"
RATEOIP'AY
ESTIIIATED
COST
$ 176.00
1,440.00
2,048.00
1,408.00
3,072.00
2,560.00
640.00
256.00
576.00
$22.00
18.00
16.00
8.00
12.00
10.00
10.00
8.00
18.00
au..TOTAL
-CONT'NGENC'''.
GflANDTOTAL.
UPPER HOH ROAD RECONSTRUCTION M.P. 0.34 to 2.08
.17 ,ql nn
. 4,447.00
.39.092.00
. 3,9l0.00
.43.002.00
"01"1" NO.
CRO 749
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DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-3505
G81)' A. Ra>w, Director
Robert G. Nesbitt, P.E., County Enginaer
MBMORARDDM
DATE:
October 4, 1987
Board of County Commissioners
Public Works~ Robert G. Nesbitt,P.E., County Engineer~A
r--_.-.
Upper Hoh Road,c..CR07~_9.)Recommendation to engage
Engineering Consultant
The Public Works Department recommends that Jefferson County
select an engineering/surveying consultant to prOVide assistance
to the staff for preliminary engineering on the above referenced
project. This recommendation is bein made because the Public
Works Department does not have a uffucuanDnumber of qualified
personnel to perform the work in me meet the projected
construction schedule and the location of the project will cause
delays to other projects due to logisticc.
SUBJECT:
TO:
FROM:
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Attached tor your review is the project location and termini, a
description of the work, the estimated cost ot the total project,
and an independent estimate tor the consulting services.
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INDEPENDENT ESTIMATE FOR
CONSULTING SERVICES
DIRIECT SALARY COST ICOII'ipcllig):
....... AVERAGE I.STIMATED
e"EAKOOWN OF WORK HOUIIS :;;~T: OF PAY COST
PrLncLple EngLneerLng/survey 8 20.00 160.00
Pro Jec-t Eng. 80 16.00 1,280.00
OTfLce Eng./Surveyor 120 16.00 1,920.00
Draf-tLng 160 8.00 1,280.00
Par-ty ChLef 164 12.00 1,968.00
ChaLnman 164 10.00 1,640.00
Secretary 16 8.00 128.00
SoLls EngLneer 40 16.00 640.00
.
TOTALS --... 752 19,016.00
OVERHEAD COST (lftCll,ldinl "-"'011 eddillwd
140 "
.12,622.00
. 3,246.00
NIT oil 1 5%
DIRIECT NON4ALAJltV COST:
A. TRAYEL. AND "" DII"
e. IlC""ODUCtlON ...KNlel
C. COMJlUTIUI "."Mll
D. COMMUNICATION
1:. ....UPl.INQ AND TUTINO
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. 2, 500.00
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. 3,300.00
_.TOTAL
&28,184.00
, 2,818.00
,31,002.00
.CONTING.Nell.
GftAND TOTAl.
AGENCY
JefTerson County Pubttc Works
CR0749
..o".cy TIT...
Upper Hoh Road
M.P. 0.36 to M.P. 2.08
OAT.
10/9/87
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DIRECT NON.SALARY COST:
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CR0749, Upper Hoh Rd.
December 17, 1987
CORSULTART SHORT LIST
FIRM
LOGISTICS
REMARKS
Bell-Walker Ii<
R.H. Winters
Surveyor close, but
Engineer in Bellevue
3. Martin @ B-W ex-
3.e. Tech
Thomas/Wright
TASS
Surveyor in P.T.,
Engineer in Seattle
Engineer ex-county
employee, Surveyor
ex-3.C. Tech
Polaris
Full service in P.A.
3.e. Has no ex-
perience with this
firm or principals
NTI/Clark Assoc.
Full service in P.A.
Engineer in P.T.
Principal Surveyor
did control survey
on this project, and
has the original
survey notes
RARRATXVE
Basically all firms that provided statements of qualifications
for the project were qualified to perform the work because the
job is fairly straight forward, with no unique problems
anticipated. Therefore, the County must seek the "most" qualified
firm, with the first step making the list of candidates
manageable. Thirteen SOQs were received and utilizing the
criteria outlined below, the list was reduced to above listed
firms ("short list").
Then based on the criteria .to reach the "short list" ( use of
local firms for all or portion of anticipated work, experience in
rural road design and right of way, and experience in working
with local governments utilizing grant monies), and the above
criteria consisting of logistical location of the firm(s) to the
project and Port Townsend and any special attributes that would
provide the best service delivery to Jefferson County, the
following ranking was determined:
1) NTI/Clark Associates, Port Angeles and Port Townsend
2) Polaris Engineering, Port Angeles
3) Bell-Walker I< R. H. Winters, Bellevue and Sequim
4) Thomas/Wright I< TAAS, Seattle and Port Townsend
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1 820 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
November 6, 1990
Bruch & Bruch Construction, Inc.
228 Highway 101 West
Port Angeles, WA 98362
Re: Upper-Hoh Road Contract CR0740
C~aim for Additional Compensation
Dear Lynn:
In response to your claim submitted by ~etter dated May 31, 1990,
and supp~emented by the required affidavit on August 8, 1990,
please regard the following:
By responding to your claim, Jefferson County does not waive any
right, c~aim, or defense 'to your claim arising out of failure to
follow proper procedure in presentation of the claim: your
attention is drawn to Section 1-04.5 of 1988 Edition of the
Standard specifications for Road, Bridge, and Municipal
Construction (hereinafter referred to as Standard Specifications).
Note in particular the final sentence of that Section which states:
"By failing to fo~~ow the procedures of this section and section
1.09-11, the contractor completely waives any claims for protested
work."
You may also wish to review the requirements of Section 1-09.11 (2) .
We note that the ~ist of attachments you refer to in the cover
letter of your claim does not conform to the actual attachments.
As to the substance of the claim, actual attachment B purports to
describe the clearing alld grubbing work. There is no dispute over
quantity, the additional acreage was paid at the unit price of
$5,340 per acre. A change order was issued by the County on June
7, 1989, endorsed by your office on July 5, 1989, and approved on
July 10, 1989. Your dispute addresses unit price for performing
the work. When C.O. #1 was being developed an increase and
decrease in the unit price was discussed by Bruch ~ Bruch, Entranco
and Jefferson County.
At that time Bruch & Bruch's estimator Jack Johnson proposed a unit
price of $6,875 to perform the work. Entranco and Jefferson county
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felt that a decrease would have been more consistent with normal
practices, there were no additional mobilization or set up costs
and production would not be affected on a per acre basis. This was
not a major item by contract definition (section 1-01.2 of Standard
specifications) therefore, pursuant to section 1-04.6, no price
change was necessary. The change order was generated on that basis
at the unit bid price. The Contractor aqreed to C.O. 11 and
endorsed it on July 5, 1989. Jefferson county considers the matter
resolved by section 1.04.5 which states, "The contractor accepts
all requirements of a chanqe order by: (1) endorsing it, (2)
writing a separate acceptance, or (3) not protesting in the way
section provides. once accepted by the contractor, any change
order shall be full, equitable adjustment for all work the change
order alters or rEiquires." By the contract specifications no claim
~ount should be allowed as the quantity was based on an estimate.
Section 1.04-6 states there will be no adjustment for increases if
the quantity entered in the proposal was to provide a common basis
for bidders. The Contractor bears the cost. We also felt that
based on original quantities and unit price that clearing and
grubbinq was not a major bid item and therefore the owner has the
ability to increase or decrease quantities without adjustment to
unit price. Refer to Section 1-01.2 Definitions - Major (Bid) item.
and section 1-06.6 Increased or Decreased Quantities.
Based on the above, this portion of the claim is denied, unless the
contractor can provide other convincing or compelling reasons.
Actual attachment D purports to describe the roadway excavation and
unsuitable material work. The standard specifications state what
is Roadway Excavation and what is not, see section 2.03 of the
standard specifications. On 8/3/89 a meeting was held on the job
site between all parties to discuss among other things, unsuitable
foundation excavation for material being removed at that time. The
result of that meeting was that an increase in unsuitable
excavations quantity was necessary and was estimated to be 5,000
additional cubic yards for a total contract amount of 7,000 cubic
yards. Change order No. 2 was issued August 28, 1989, to
accomplish this addition.
The actual neat line measurement, as required by seotion 2-03.4 (1)
of the standard specifications proved to be 8,621 cubic yards as
computed by our authorized agent Entranco. You were paid at the
unit contract price of $4.70 per cubic yard for a tota~ of amount
of $40,518.
Your claim states in actual attachment E that the quantity was
19,977.5 cubic yards based on truck measure. However, pursuant to
section 2-03.14 (E) of the standard specifications any material
removed from the roadway out is not classified as unsuitable. The
claim presents a tabulation of "unsuitable material to waste site"
and "roadway excavation to elllbankment" for a total of 31,273.5
cubic yards of excavation for the project. Our quantities show
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27,417 cubic yards. You have failed to provide data to verify the
quantities stated in attacbment E. The pay notes and trail
indicate neat line measurement and support our quantities.
The contract was based on an estimate that all of the excavation
but 2,000 cubic yards of unsuitable excavation would be placed in
the embankments. (see items 4,5 and 7 of the contract proposal)
Because so much more of the material was actually unusable for the
embankment and had to be hauled to the waste site an adjustment in
the unit price of roadway excavation for that portion hauled to
the waste site would be equitable.
In order to accomplish that adjustment, Jefferson County has used
the quantities from the neat line measurement of roadway
excavation. Using your truck measure quantities from attachment
E we have derived a ratio for quantities used in embankments and
quantities of unsuitable material hauled to the waste site.
Applying this ratio to the actual neat line measurement we have
determined the following adjustment:
1) 18,796 cubic yards of roadway excavation at initially paid
$2.20 per cubic yard for a total of $41,351.20:
2) Minus 8,893 cubic yards of material hauled to waste site paid
at $2.20 per cubic yard for a total of <$19,564.60>1
3) Plus that same 8,893 cubic yards now paid at an adjusted price
of $4.70 per cubic yard for a total of $41,797.10.
This leaves an adjusted amount which the County is willing to pay
to compromise this portion of the olaim $22,232.50. This
adjustment is made on the basis of miscommunioation that may have
existed between you and Ralph Heitt of Entranoo as to the
classification of roadway excavation of waste material. since
there was no way for you to know at the time of bid the magnitude
of the waste material this compromise is justifiable.
Apparently an additional attachment E to your claim purports to
address additional bonding required. You have by letter of october
10, 1990, provided us with a break down of bonding prices from your
bonding company. Employing that formula your initial bond costs
on the original contraot amount of $435,641.40, should have been
$4,850.64. Your actual bond oosts on the final contract amount of
$650,560.78, should be $6,553.93. This oreates a short fall of
$1,603.29, you have failed to provide either an invoice or any
other verification for your figures in the claim.
Your statement that you will need to pay additional bond costs for
the amount of the claim is hard to fathom. As stated by the
Contraot the bond is required by the County to assure your
performance of the work. This has long since been acoomp1ished.
Unless you provide invoices and rationale for why the bonding
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company requires you to pay more than the $1,603.29, the County is
unwil.l.ing to compromise that portion of your cl.aim for any greater
ailIount.
Final.l.y, attachment G to your claim purports to address borrow
excavation. Xnitially it is of note that you admit you based your
bid on oral.. information you allege was given to you by our
department. Please note section 1-02.4 which clearly states .Oral
explanations, interpretations, or instructions given before the
award of a contract wil.l not be binding on the department..
Xf you will recal.l, we have previously discussed the problem of
truck measure versus in place density. Often quantities are
measured by truck or hau1ing conveyance at the jOb site and paid
as per contract on the basis of in place density. Xndustry
standards dictate a quantity reduction because the removal of the
borrow excavation increases or swe1ls the volume of the material..
This reduction factor due to swell. is generally regarded to be
twenty to thirty percent. Xn order to address your concern, we
used a reduction factor of only ten percent. Obviously you have
already been given the benefit of the bargain in this por~ion of
your cl.aim.
Had we used a 30% swell as a factor as allowed by contract, the
reduction would have been over $30,000. The County has already
compromisod $20,000 and no additional compensation is warranted
regardl.ess of pre-bid conversations with our staff.
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SUMMARY
Based on the above, the County offers the following to completely
compromise any and all claims you may have now on in the future
regarding this matter. (The County would require a release and
waivers of further claim in order to facilitate this matter.)
:ITEM
CLA:IM AMOUNT
Mobilization
(Add. Bonding)
Clearing & Grubbing
Roadway Excavation
Borrow Excavation
$3,382.8'/
$68,488.51
$24,331.31
S10.105.03
PAYMENT AMOUNT
$1,603.29
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$22,232.50
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$106,307.72
$23,835.79
Your endorsement of this settlement offer will allow me to begin
immediately to process a payment to you and a close-out of this
contract before the end of the year.
Thank You,
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Project Coordinator
CC: Board of County Commissioners
Entranco Engineers
prosecuting Attorney
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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
october 29, 1990
Bruch & Bruch
228 Higway 101 West
Port Angeles, WA 98362
Re: Upper-Hoh Road Contract CR0740
Claim for Additional Compensation
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Dear Lynn:
In response to your claim submitted by letter dated May 31, 1990,
and supplemented by the required affidavit on August 8, 1990,
please regard the following:
By responding to your claim, Jefferson County does not waive any
right, claim, or defense to your claim arising out of failure to
follow proper procedure in presentation of the claim; your
attention is drawn to Section 1-04.5 of 1988 Edition of the
Standard Specifications for Road, Bridge, and Municipal
Construction (hereinafter referred to as Standard Specifications).
Note in particular the final sentence of that Section which states:
"By failing to follow the procedures of this section and section
1.09-11, the contractor completely waives any claims for protested
work".
You may also wish to review the requirements of Section 1-09.11(2).
We note that the list of attachments you refer to in the cover
letter of your claim does not conform to the actual attachments.
As to the substance of the claim, actual attachment B purports to
describe the clearing and grubbing work. There is no dispute over
quantity, the additional acreage was paid at the unit price of
$5340.00 per acre. A change order was issued by the County on June
7, 1989, endorsed by your office on July 5, 1989, and approved on
July 10, 1989. The only problem lies in unit price. When C.O. #1
was being developed an increase and decrease in the unit price was
discussed by Bruch & Bruch, Entranco and Jefferson County.
At that time Bruch & Bruch's estimator Jack Johnson proposed a unit
price of $6,875 to perform the work. Entranco and JeffG.rson County
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Because so much more of the material was actually unusable for the
embankment and had to be hauled to the waste site an adjustment in
the unit price of roadway excavation for that portion hauled to
the waste site would be equitable.
In order to accomplish that adjustment, Jefferson County has used
the quantities from the neat line measurement of roadway
excavation. Using your truck measure quantities from attachment
E we have derived a ratio for quantities used in embankments and
quantities of unsuitable material hauled to the waste site.
Applying this ratio to the actual neat line measurement we have
determined the following adjustment:
1) 18,796 cubic yards of roadway excavation at initially paid
$2.20 per cubic yard for a total of $41,351.20;
2) Minus 8,893 cubic yards of material hauled to waste site paid
at $2.20 per cubic yard for a total of <$19,564.60>;
3) Plus that same 8,893 cubic yards now paid at an adjusted price
of $4.70 per cubic yard for a total of $41,797.10.
This leaves an adjusted amount which the County is willing to pay
to compromise this portion of the claim $22,232.50. This
adjustment is made on the basis of misinformation you may have been
provided by Ralph Heitt of Entranco Engineering that this material
would be paid for at the contract rate for unsuitable excavation
of $4.70 per cubic yard. This proffered adjustment was not based
on the haul to the waste site as the haul was not a separate pay
item but was included in the excavation pay items.
Apparently an additional attachment E to your claim purports to
address additional bonding required. You have by letter of October
10, 1990, provided us with a break down of bonding prices from your
bonding company. Employing that formula your initial bond costs
on the original contract amount of $435,641.40 should have been
$4,850.64. Your actual bond costs on the final contract amount of
$650,560.78 should be $6,553.93. This creates a short fall of
$1,603.29, you have failed to provide either an invoice or any
other verification for your figures in the claim.
Your statement that you will need to pay additional bond costs for
the amount of the claim is hard to fathom. As stated by the
Contract the bond is required by the County to assure your
performance of the work. This has long since been accomplished.
Unless you provide invoices and rationale for why the bonding
company requires you to pay more than the $1,603.29, the County is
unwilling to compromise that portion of your claim for any greater
amount.
Finally, attachment G to your claim purports to address borrow
excavation. Initially it is of note that you admit you based your
bid on oral information you allege was given you by our department.
Please note section 1-02.4 which clearly states "Oral explanations,
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felt that a decrease would have been more consistent with normal
practices, there were no additional mobilization or set up costs
and production would not be affected on a per acre basis. This was
not a major item by contract definition ( section 1-01.2 of
Standard Specifications) therefore, pursuant to section 1-04.6,
no price change was necessary. The change order was generated on
that basis at the unit bid price. The Contractor agreed to C.O.
#1 and endorsed it on 7/5/89. Jefferson County considers the
matter resolved by section 1.04.5 which states. "The contractor
accepts all requirements of a change order by: (l)endorsing it.
(2) writing a separate acceptance, or (3) not protesting in the way
section provides. Once accepted by the Contractor, any change
order shall be full, equitable adjustment for all work the change
order alters or requires." By the contract specifications no claim
amount should be allowed as the quantity was based on an estimate.
Section 1.04-6 states there will be no adjustment for increases if
the quantity entered in the proposal was to provide a common basis
for bidders. The Contractor bears the cost.
Based on the above this portion of the claim is denied at this
time.
Actual attachment D purports to describe the roadway excavation and
unsuitable material work. The standard specifications state what
is Roadway Excavation and what is not, see section 2.03 of the
standard specifications. On 8/3/89 a meeting was held on the job
site between all parties to discuss among other things, unsuitable
foundation excavation for material being removed at that time. The
result of that meeting was that an increase in unsuitable
excavations quantity was necessary and was estimated to be 5,000
additional cubic yards for a total contract amount of 7,000 cubic
yards. Change order No. 2 was issued August 28, 1989, to
accomplish this addition.
The actual neat line measurement, as required by section 2-03.4 (1)
of the standard specifications proved to be 8,621 cubic yards as
computed by our authorized agent Entranco Engineering. You were
paid at the unit contract price of $4.70 per cubic yard for a total
of amount of $40,518.70
Your claim states in actual attachment E that the quantity was
19,977.5 cubic yards based on truck measure. However; pursuant to
section 2-03.14 (E) of the standard specifications any material
removed from the roadway cut is not classified as unsuitable. The
claim presents a tabulation of "unsuitable material to waste site"
and "roadway excavation to embankment" for a total of 31,273.5
cubic yards of excavation for the project. Our quantities show
27,417 cubic yards. You have failed to provide data to verity the
quantities stated in attachment E. The pay notes and trail
indicate neat line measurement and support our quantities.
The contract was based on an estimate that all of the excavation
but 2,000 cubic yards of unsuitable excavation would be placed in
the embankments. (Bee items 4,5 and 7 of the contract proposal).
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interpretations, or instructions given before the award of a
contract will not be binding on the department."
If you will recall, we have previously discussed the problem of
truck measure versus in place density. Often quantities are
measured by truck or hauling conveyance at the job site and paid
as per contract on the basis of in place density. Industry
standards dictate a quantity reduction because the removal of the
borrow excavation increases or swells the volume of the material.
This reduction factor due to swell is generally regarded to be
twenty to thirty percent. In order to address your concern, we
used a reduction factor of only ten percent. Obviously you have
already been given.the benefit of the bargain in this portion of
YO~lr claim.
If you have any further concerns regarding this item, you should
addreGs them with Entranco Engineering. No change order was
requested or discussed concerning truck measure for payment:
Entranco had no authority to modify the contract terms and
therefore any representation they made in this matter was without
County approval.
summary
Based on the above, the County offers the following to completely
compromise any and claims you may have now on in the future
regarding this matter. (The County would require a release and
waivers of further claim in order to facilitate this matter.)
ITEM
CLAIM AMOUNT
$3,382.87
$68,488.51
$24,331. 31
S10.105.03
$106,307.72
PAYMENT AMOUNT
$1,603.29
-0-
$22,232.50
-0-
$23,835.79
Mobilization
(Add. Bonding)
Clearing & Grubbing
Roadway Excavation
Borrow Excavation
TOTALS
Please respond with your thoughts.
Thank You,
Bruce Laurie
Project coordinator
CC: Board of County commissioners
Entranco Engineers
Prosecuting Attorney
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. Box 1220
Port Towllselld, WA 98368
(206) 385-9160
Gsry A. Rowe, P.E.. Director
Robert G. Nesbitt, P.E.. County Engineer
October 29, 1990
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Ed Berschinski
Entranco Engineers, Xnc.
5808 Lake Washington Blvd. H.E.
Kirkland, WA 98033
Re: CR0749 Jefferson county
89035-20 Entranco
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Dear Ed:
Enclosed please find a draft of our response to the claim by
Bruch and Bruch regarding the above project. YOIl will note
reference to problems we feel were engendered by contract
administration performed by your company. Please let us know how
your company plans on participating in the settlement of this
claim. Xf you feel additions or modifications are necessary in
this response, please let us know prior to November 5, 1990.
Sincerely,
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Construction
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362 (206) 452-5388
19 June 1989
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ENTRANCO ENGINEERS, INC.
Lake Washington Park Building
5808 Lake Washington Boulevard NE
Kirkland, WA 98033
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ATTENTION: Ed Berschinski
Dear Ed:
SUBJECT: UPPER HOH ROAD
County Road No 914207
Project No CR0749
Enc10sed, please find two (2) copies of Change Order No 1 for
the above specified project.
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Clearing as shown on Contract Plan Sheet 1 Roadway Section "Note"
minimum c1earing width is 5.0' beyond catch point or 27' from
center1ine, whichever is greater. Clearing width as computed
at bid time: Length of project. l7+50 to 95+00 = 7,750 Lineal
feet. x 2 sides = l5,500 LF, 5.5 acres x 43,560 = 239,580 square
feet T l5,500 feet l5.46 feet, average clearing width each
side for the total project. The Change Order C1earing: project
length stays the same both sides, 15.500 LF. Change clearing
quantity to 9.5 acres x 43,560 = 4l3,820 SF T 15,500 LF = 26.7
feet, average width each side. The 15' average clearing width
as cOJ.!1puted on the original contract has all of the clearing
width~ in the most efficient, working limits of our equipment.
Now the Change Order extends the average clearing width to 26.7
feet. According to the equipment manufacture of the 892 John
Deere Excavator. the lifting capacity of this machine at 25 feet
is reduced by 47% over what the capacity is at 15 feet. There-
fore, the increase in the Clearing and Grubbing is due to the
additional width of the Clearing limits. The efficiency of the
excavator is highly reduced because of the additional width re-
sulting in slower production and increasing costs.
The extension of contract time by three days at the end of the
contract is not a realistic approach on this project because
the original contract time could very easily run us into the
fall and winter weather before all of the contract time is used.
The only way we can extend the working time on this project is
to work longer hours per day and this will be overtime for the
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ENTRANCO ENGINEERS. INC.
20 June 1989
Page Two
workers. This additional. overtime may al.so carryover to the
other contract items as a resu1t of the increased cl.earing and
grubbing. Another limiting factor on the additional cl.earing
is fire season. If the clearing is not compl.eted and the debri
burned before fire season sets in the debri wil.l need to be stock-
pil.ed and burned at a l.ater date and this wil.l. cause additional.
expense. I feel that a minimum l5 day time extension for the
additional. work in Change Order No l. woul.d be necessary.
Fol.l.owing is supporting data for New Item No 29:
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Pl.ain Al.uminum cul.vert Pipe
0.075" Thickness, 30" Diameter
$l., 04:1. 60
42.00
50.00
496.00
pipe. 62' x $16.80 Per Foot
Bands & Gaskets, 3 x $14.00 Each
Fiel.d Bevel, 2 x $25.00 Each
Place, 62' x $8.00 Per Foot
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If you need additional information or have any questions. please
don't hesitate to contact me. Thank you.
Sincerely yours,
$26.28 = 62 Lineal Feet @
$l..629.60
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BRUCH & BRUCH CONSTRUCTION, INC.
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Estimator
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ENTRANCO ENGINEERS, INC.
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Change
Ordet
Number
LAKE WASHINGTON PARK 8t.NLDING (206) 827-1300
5808 LAKE WASHINGTON BOULEVARD H.E., KIRKlAND, WA U8033
Da... 06/07/89
CHANGE ORDER
[BJ OfdOlud by Engineer under lerms of Section 1.04.4
01 the Standard Specifk:alions
Project No.
Conltact No.
o ChaOUO ptoposod by Conlractor
Endorsud By Bruch & Bruch Construction
Contractor Firm Name
~~~.:9/89
Jennifer M. Bruch, President
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To: Bruch & Bruch Construction
228 Hiahwav 101 W.
Port Anaeles. WA 98362
Sian Roo"': Countv Road No. 914207
Fodera! AidNAB No:
Projecl TIUe: UPDer Hoh Road
Conssnt gillen by Sursty: (When Rsquirod)
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Oslo
Allornoy./n.fac,
DESCRIPTION DF WORK
You aro ordorod 10 perform tho following doscribed worl< upon """,;pt of an approvod copy 01 tho chango ordor:
STREAM RELOCATION
The stream which presently crosses beneath Upper Hoh Road at approximately Sta. 60 + 13
will be diverted so that the stream will cross beneath the roadway at approximately Sta.
57 + 15. The new 24" CMP which was to be Installed at Sta. 60 + 00 will be eliminated, and
30" CM P will be used at the proposed stream crossing at Sta. 57 + 15. The existing 36 LF of
24" CMP at Sta. 60 + 00 will still need 10 be removed and the area of excavation backfilled
and compacted. A new streambed will be constructed approximately 40' right of the
centerline of Upper Hoh Road from StB. 57 + 15:1: to Sta. 61 + 66:1:.
30" CMP
The Conlractor shall excavate for and Install 62 LF of 30" CMP at Sta. 57+ 15:1: for stream
diversion as shown on Sheet 5 of this change order. The agreed upon unit price for the new
item .Plaln Aluminum Culvert Pipe. 0.075 In. th.. 30" Diameter" shall be full compensation for
all equipment. materials. and labor Incidental to completing the installation. Excavation and
haul to construct the pipe trench will be paid under Item 12 .Structure Excavation. Class B
Including Haul".
^II wade, rMtof~l. and moalUfltmonllo bo 6n ac:.corcYnc.I with lhe rwovtJ4onI 01 lhe Slandard
SpoclllcltloN and /lpoclal PlOYI..... lot thlll'/llll 01 c:onIlIuctlon _
ORIGINAL CONTfIIICT
AlAOlJNT
CURRENT CONTRACT
AUClUNT
EsnUA TED CONTRACT
TOTAL AFTER CHIINGE
Ell11MATED NET CHANGE
THIS ORDER
$ 435.641,40
$ 435,641.40
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$
RocomnMlndud FOf ApJHu~.1 Ov
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ENTRANCO ENGINEERS, INC. Contract
Sheet ~ 01 -2. Number
LAKE WASHINGTON PARK 8UM.DtNG (200) 127.1300
5808 UKE WASH&NGTON BQUl.EVARD H.E., KIRKLAND, WA aa033 Change Order
Date 06/07/89 CHANGE ORDER Number 1
24" CMP
Due to the proposed use of 30" CMP for the stream relocation at Sta. 57 + 15:t , the 36 LF of
24" CMP (Item 10) at Sta. 60+00 will be eliminated, with no compensation due the
Contractor for that quantity, and that contract amount credited to the Owner. Contractor will
be compensated for removal of existing 24" CMP per the specifications.
"
DITCH EXCAVATION
The Contractor shall excavate a ditch for the new streambed in the location and to the
grades shown on Sheet 5 of this change order and as staked by the Engineer. The typical
Section A on Sheet 5 shows the desired configuration of the ditch. The agreed upon price
for the new item "Ditch Excavation Including Haul" shall be full compensation for all
equipment, materials and labor incidental to completing the work, including excavation and
haul. The revegetation of the ditch slopes, however, will be provided by others. Coordination
of the revegetation will be with Rick Cahill of the Washington State Department of Natural
Resources.
All work will be done in accordance with the requirements outlined in the Hydraulics Permit
issued for this project by the Washington State Department of Fisheries (copy attached).
PLACE STREAMBED GRAVEL
The streambed gravel will be provided by and delivered to the construction site by the
Jefferson County Department of Public Works. The work covered under this Item will be the
placement of the gravel In the proposed streambed, as required. The agreed upon unit price
for the new item "Place Streambed Gravel" shall be full compensation for all equipment and
labor incidental to completing the work.
All materials and workmanship encompassed by the work ouliined In this change order shall
be In accordance with the applicable sections of the WSDOT 1988 Standard Specifications
for Road, Bridge. and Municipal Construction and all of the Contract Amendments, Special
Provisions, and documents of this project.
TRENCH EXCAVATION
Structure excavation Class "B" for the removal of the existing 24" CMP will be approximately
12.15 C.Y. - excavation for the 30" CMP Installation will be increased from the plan
qua,nllty from 21 C.Y. to approximately 27 C.Y. for a total Increase in structure excavation
Class "B' (lIem 12) of approximately 20 C.Y.
TIME EXTENSION
The Contractor will be allowed 3 additional working days for this change order. The total
working days allowed by contract will be increased from 75 to 78 working days.
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ENTRANCO ENGINEERS, INC.
Contract
Number
Sheet ~ Of ---2-
Date
06/07/89
LAKE WASHINGTON PARt( Bt&.DING (200) 827.1300
5808 LAKE WASH.INGTON 8CJULEVARD H.E., KIRklAND, WA 88033
CHANGE ORDER
Change Order
Number 1
ADDITIONAL CLEARING AND GRUBBING
Plan quantity of 5.5 acres for clearing and grubbing were calculated to the catch point of the
slopes. It is the county's desire to extend clearing and grubbing to 10 feet beyond the slope
edge. Additional clearing and grubbing is also required to construct the stream relocation
previously outlined in this change order. These additions will increase the quantity for Item 2
"Clearing and Grubbing" from the proposed quantity of 5.5 acres to 9.5 acres. Given the
increased quantity the contractor agrees to a new unit price of Item 2 of per acre. All
other elements of the contract remain unaltered unless specifically modilledby this change
order.
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ENTRANCO ENGINEERS, INC. Contrect
Sheet ~ 01 2- Number
LAKE WASHINGTON PARK 8Utt.DWG (208) 1127.1300
5108 LAKE WA5'tINGTON BOULEVARD H.E., KIRKLAND. WI. 08033 C....nge Order
Data 06/07/89 CHANGE ORDER Number 1
ITEM UNiT UNIT ESTIMA TEO ESTIMATED
NO. DESCRIPTION MEAS- PRICE QUANTITY AMOUNT
URE CHANGE CHANGE
4 Plain Aluminum Culvert Pipe .
0.075 in. Thickness, 24. Diameter L.F. $23.00 (-) 54 (-) $1,242.00
New Plain Aluminum Culvert Pipe
29 0.075 In. Thickness, 30. Diameter L.F. 26.28 (+) 62 1.,629.36
New
30 Ditch Excavation, Including Haul C.Y. 8.00 (+) 336 2.688.00
New
31 Place Streambed Gravel C.Y. 8.50 Est. (+)
12 Structure Excavation Class B, C.Y. D (+) XDI
Including Haul 1.1..00 20 220.00
2 Clearing and Grubbing A.C. $5,340 H 5.6 (.) $29,370
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Rev. Clearing and Grubbing A.C. 6.815.09 (+) 9.5 65(,+:t12.50
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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
March 19, 1991
Mr. Lynn Bruch
Bruch & Bruch Construction, Inc.
228 Highway 101 West
Port Angeles, WA 98362
Re: upper Hoh Road, Contract CR0749, Claim for Additional
compensation
Dear Lynn:
In response to your letter dated December 6, 1990, please
regard the following:
Bid Item 2--Clearing and Grubbing--You refer to.Section 1-
04.4 and 1-04.6 as a basis for your contention that you are now
entitled to an equitable adjustment for this item. Bid item 2 is
not a major item and this increase did not amount to 25% of the
contract. Therefore, the application of these sections is in
question. In any event, section 1-04.6 was sUbstantially complied
with in that an equitable cost adjustment was made and agreed to
by Bruch & Bruch as witnessed by change Order No. 1 endorsed by
both Bruch & Bruch and the County. If the price agreed upon was
not acceptable at the time Change Order No. 1 was negotiated, Bruch
& Bruch should have protested in the manner prescribed in Section
1-04.5. This claim was made long after the specified time period
in section 1-04.5. Not until March 3, 1990 did Bruch & Bruch state
that the unit Contract Price was unacceptable. Your request for
what amounts to approximately $12,774 per acre as reflected in your
May 31, 1990 letter (completed by August 8, 1990 certification) is
well above your proposed unit price of $6,875.00 per acre of June
19, 1989 letter that predated the Change Order No.1. Due to the
fact that you did not file a protest, I feel that you are not
entitled to an adjustment in Unit Price for this Item. Esaentially,
what you have proposed is that after the job is completed, we reset
the Item cost with no regard for the contract price or agreed upon
price in Change Order No.1.
Bid Item 4--Roadway Excavation, Including Haul--No comment
necessary.
Bid Item 6--Borrow Excavation, Including Haul--The County is
aware that the measurement of this item was eventually accomplished
by truck measure. In fact, it could not be measured by cross
section because of the use of the borrow site by others and
100% Recycled Pape,
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material used ..fromthe site for other purposes. This point has
already been discussed in previous correspondence. You .state that
you based your bid on truck measure for this item. Your bid price
for this item is $5.65, the.same .as Item 14, Gravel Base, which is
measured by truck measure by the contract. Gravel Base is more
difficult to place because of the grade control required and
greater compaction effort. On this project both Borrow Excavation
and Gravel Base came from the same site, ,so loading .andhauling
costs must be the same. However, borrow excavation is placed in
embankments of which you were paid, in addition to $5.65 per cubic
yard for borrow excavation , $0.65 per cubic yard for Item 7,
Embankment compaction to compact this material. This .effectively
increases the amount paid for Borrow Excavation above that paid for
Gravel Base. After neat line measurement is taken into
consideration for the .Embankment Compaction, you received
approximately $0.50 per cubic yard or a tota~$6.~5per cubic yard.
When this is considered, it does not make sense to pay an even
greater amount for borrow excavation than gravel base. Since 10%
of adjustment of the quantity proposed by the County is
unacceptable to you, I suggest that an in place density be taken
of the borrow site and of the density of the material in a hauling
convenience and a factor be calculated and the quantity and payment
be based on that factor. Upon discussion of this situation with
state of Washington officials, they use this process to address
truck measure to cross section adjustments. However, the swell
factor is likely to decrease the eventual quantities.
Bid Item 1--Mobilization--I am to understand that the bonding
cost will be based on the final contract price, after settlement
of claim, excluding the bond cost, and that Bruch & Bruch will
provide an invoice or bill of that amount. This, as previously
stated, does not make sense since this is paying for a performance
bond after the job is complete. However, because this is a cost
to you, the County will pay this amount when proper documentation
is presented by Bruch & Bruch.
The County feels that we have made every attempt to resolve
this matter in an equitable fashion. We have seen no wi~lingness
to compromise on your part . We feel it would be counterproductive
to spend money litigating these issues rather than using those
funds for reasonable and timely settlement.
Sincerely,
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Project Coordinator
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Entranco Engineers
Prosecuting Attorney
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JEFFERSON COUNTY
.DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson .Slreel
P.O, .Box 1220
Port Towllsend. WA .98368
(206) .385,9160
GB/)'.A.Rowe. P.E.. Director
Robert ..G. ,Nesbitt, ,P',E., ,.Coun~y .EnglnBer
~pril .25, 1991
Lynn Bruch
Bruch & .BruchConstruction. ~nc.
228 Highway .10.lW.
Port Ange~es, WA 98362
Re:Upper Hoh .Road :J:mprovement, CR074.9,Claim
Dear Lynn:
To recap the results of ,our meeting on April .24,19.91., to
settle the claim on the above referenced project, :J:will present
the following :to the B.O.C.C. ~or their approva.l.
1) Mobilization (Bonding) - paymentwi~l be based on 1:hefinal
contract amount, including claim .settlement amount.
2) ClearingandGr.ubbing-payment w.ill based on the final
contract quantity of the revised seventh and final est1mate
and the proposed unit price of $6,875.00 per acre offered by
Bruch & Bruch in .June of 198.9 .
3) Roadway Excavation, ~ncluding 'Haul - payment will be based
on the amount outlined .in,Jefferson County'. response 'to the
claim dated November 6" 1990.
4) Borrow Excavation, Including Haul - psymentwill be based
on the agreed on amount .of one balf the amount claimed on this
item.
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Based on the above, the f01lowing vi1i compieteiy compromi.se
any and ai:l claims you now have or in the future regarding this
matter.
ITEM CLAIM AMOUNT PAYMENT AMOI7.NT
Mobilization $3,382.87 S1.9Jl4.88
(Add. BoncJio&)
Cleariog' .&: Gmbbin.g $68,488.51 $15,196.50
Roadway Excavation $24,331.31 tn,232.50
BoITOW Euavation $10,105.03 $5,052.52 "
TOT.AI.S $106,307.72 $44,476.40
X viii begi.nprocessing the necessary documents to bring this
matter to a c1ose.
Xf you have any questions do not hesitate to contact me.
sincereiy,
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Road Projects Manager
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Entranco. Ee! Serschinski
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WASHXNGTON COUNTXES RXSK POOL
NOTICE REPORT -- LXABILXTY CLAJ:HS AND LAWSUITS OCCURlUHG FROM
OCTOBER I, 1988 THROUGH PRESENT
Please enter the following information into the Pool loss data base:
COUNTY: JEFFERSON
CO eLM NO:
DEPT: P /lY POLICY:
STATUS:
CLAIMANT: BRUCH & BRUCH CONSTRUCTION. INC.
ALLEGATION: ADDITIONAL PAYMENT FOR lWRK PERFORMED ON COUNTY ROAD PROJECT fJ CR0749.
UPPER HOB ROAD.
DAMAGES:
OCCURRENCE DATE 6/89 / ~o / 11/8t:LAIM DATE
CLAIMED AMOUNT $ 106,307.72
8/ 8 /90 SUIT DATE
1
/
***************************COUNrY RESERVING W***************************
DATE BOD 1:NJY PROP DAM EXPENSES TOTAL RESERVER
I I s $ $ $
PAID BOD INJURIES S
PAID PROP DAMAGES $
PAID EXPENSES $
TOTAL PAID $
TOTAL PAID + RESERVED $
COUNTY DEDUCTIBLE $
COUNTY PAID S
DED BAL AVAILABLE $
************************************************************************
SUIT? ("tIN)
DEFENSE ATTY:
COI1l1EN'l'S:
COURT I< NUMBER:
NEXT ACT " DATE:
The county will investi9ate/adjuGt"~efend claim or suit by itself.
The county wants Pool/GAB/outGicSe defense~attorne assistance.
Date Prepared 11/5/90 PreparecS bY~~__""'::-
FOID1 RP-CA-Ol (01/90)
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ENTRANCO ENG.
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FAX 206 827 7338
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DEPARTMENT OF PUBLIC WORKS
, 820 Jell,rian SI,ee1
P.O. Sox 1220
Port TOlNlIsend. WA 9838e
120ft) 385.9.160
a.~ A. Ro.... P.E.. DIiV1.'or
IIIPb.,., G N.'Olll. ~.f.. Count~ f"fl'".'''
Octobpr 29, 1990
8rur:,., & Bruch
7.28 HiC;W"y 101 We.t
PQrt Angeles, ~A Q83e2
He: upper-Hoh Road Contra~ CR0740
~laim for Additional Compensation
D~..r I.yn,,,
2-
Tn ''''''j:lonse to your Clailll submittalS by letter datec:'1 Kay 31, I <;IfllJ ,
and $upple%llented by tha requ11."ec5 IIffid.vi t on August 8 r 1"'1(.,
pl~~~~ regard the following:
By n''''pondinq to your claim, Jef'fer&on County doea; not walv... dny
right, claim, or derense to your Claim a~i.1ng out of tailur~ to
ro11o~ proper procedure in presentation of the claim; your
attention is drawn to Section 1~04.! of 1988 Edition 01 1:he
St~ndar~ Specifications tOr Road, Bridge, and Municipal
Construction Che~ainafter rererred to a. Standard SpeCifications).
Note in particular tht! tinal sentence of tl\at Section which stat~s:
Mey tai11nq to tOllow the proc.dure& of thi.~.~ction and .e~tion
1.09-11, the contractor oompletely waives any c1aillls tor prC'ltc,~t...d
Work".
You ,ma y also wiah to review thl requirelllentll of Section "~09. I I (;>) .
WI' nn"" that: tho liot .~ attlchlll*IILaI .)'ou reter to ~n 1:h(/ .""'er
lettor ot your clailll dOle not conform to the actual attachlll'~r.>;.
As to t.1I. cub.tenee of the cl.1., actual attllolUunt 8 purport. to
d..r.:c- 10.1 the olcat'inq .land grUbbing work. The...a i. no di.put.. over
qual'll: 1 ty, the altdi t1enal acreage ..... paid at the unit pr i~e or
$'340.00 par acto. A Chang. ozoeSor we. i..U84 by the County on .June
7, lQa9, .n~or.e~ by four office on ~uly I, l"U, .nd ap~t'OVftd on
JUly 10, lllU. ~~.t~,. ,~. When c.v. 11
was boin9 d.V.lo~d en~ncrea.. an4 d.er.... in the unit pric~ wa.
di,cussed by Iruch , BrUCh, ~tt'anoo and 30ftor'on C:oun~y.
At that time Bruch' Iruch'. A.timator 3aOk 30hn.o" propO..4 a unlt
pric,. of .e"'8 to "t!t't01'1ll the WOlt'Jc. Entr.nco and .7.1'toroon r.nllnf'v
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FAX 206 827 7338
ENTRANCO ENe,
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r / "\ felt that a decra..,. WOUld bava been more con.is~en~ with flOnztlll
~ (~)practice., there were no addi~ional mobilization or 8et up co~ts
and "roduction would no~ be atfectel! on II per acre basi.. '1'his wa"
not a major i~.1lI by con'tract definition. ( section 1-01.2. of
Standard Specifications ) therefore, pursuant to seotion 1'.04. ("
~~ pric: c~~nge was nQc.s.a~. ~he chang. order was generatea on
that ba.is at the unit bid prioe. The Contractor agreed t~ c.u.
11 and endorsed it on 7/5/89. .:retterson County considers the
.atter resolved by sect:ion 1.04.5 WhiCh states. "The contractor
accepts all requirem.n~a Of a Change order by: (1)endorsin9 it.
(2) wTitinliJ a IIllpar&te accepblncfl, or (3) not protestinliJ in the "'a)'
seetion provides. One. aocepted by 'the Con~t'ac~or, any C:hang..
o~der sball be full, equitable adjustmen~ tor all work the C:hanqe
order alters or rlt/ZUlres.". By the Clontrac~ lIlpecit!cationa no c;!ailll
amount should be allowed .s tha quantity was basad On an ..timat..'
Section 1.04-6 states there vil1 ba no adjustmen~ tor ineraasea ir
the quantity entered in the proposal waa to provide a common b~~j~
for bid~ers. The Contractor b.~r8 the cost:.
I e.S~d on the above this POrt-ion of tile claim is donied ~
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Actual attachment D purports to describe the roadway excavatiun anci
unsuStable material Work. Tbe .~andard specitications .tate what
.l.a Roadway Excavation antS what is not, a.e section 2.03 of thr;
standard specitications. o~ 8/3/8t a meeting weaheld on the jOb
aite between all parties to discuss alllong other thinqs, unsuStabla
foundation axcavation tor material baing r8lllovacS at that time. The
result of tha~ meeting waa that an incrsase in un8uitabl.
excavations quantLty was nacassary ancS wa. estimated to be !:t,OOO
additional cubic yards tor a total cont~act amount ot 7,000 cubi~
yards. Change order No. 2 was issueCS Auqust 28, 19B'I, to
accomp]iDh this addition.
The aetua 1 neat 11n. meaeur...nt, as re(luil:'ed b.Y section 2-0J. 4 ~ 1)
of the standard apecifications proved to be g,621 CUbic yards aa
~olllputed by OUr authorieed aqent Entranco Engineerinq. You were
paid at the unit contract price ot $4.70 per cubic yard for II t,ohl
ot amount of t40,511.70
Your claim etat.. in aQt""l attachment It that the quantity was
19"".5 cu~ic: yards based on ~~uck lIe.aura. Howeverl pursuant tn
.ection 2-03.14 (E) of i:he II:tal\darcJ .p.c.tUc.~10ns any a.ter 1U
r"oved trom tho roacSway cut 1. not cla.aifiad as unauitable. The
cla1m present. a tabulation of "un.u1~abl. .ator1al to waete site"
alld "roalSway exoavation 'to embankmant" tor a t:otal of 31,2'1 J.!i
eubie yardCl o~ -xaavation ~or thalJ:'o~.ot. OU2.' quantitt.. show
27,A17 cubic yard8. You have t.11e to pJ:'ovide data to v.rilf the
quantiti.. .ta~o4 in attaobmont E. The pay ncta. and tnll
indic.te neat l1ne ....ur..ent and aupport our quantitie..
The contraot v.. b...d on an e.ti..to that allot tha exoavation
but 3,000 cubic :i.rd. o~ unaui~.bl. axcavation vO\Jld .,. placed in
t:he elllbankll.nt.. (aee it._ 4,& and 7 of the contract: propo.at).
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OCT-29-ge
FAX 206 827 7338
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ENTRANCO ENG.
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Because so muoh more o~ the .ater1.1 was .ctu.lly unusable ~or ~he
Clmbankment ant! h.l! to be haUlod t:o the waste aita an adju.tment in
the unit price of roadway excavation tor that portion haUled to
the Wasta .ite would be e~uitable.
In order to a~complish that adjustment, Jefferson County has used
the quantities froZll the neat line mealiurement of rOadW8)'
excavation. Using your trudk measure quantities from attaChment
E we have derived a ratio fOr ~antl~ies used in embankments and
quantities of unsuitable ..te~lal haUled to the waet. sIte.
Applyin9 this ratio to the actual neat line measurement we have
determined the fOllowing adjustment:
1) lS,796 cubio ya%'ds of roadway excavation at initiallY PAid,
$2.20 per cubic yard fot . total of $41,351.20;
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Minus 8,Sg3 oUbio yards of material hauled to waste site pa1d
at $2.20 per CUbic yard tor A total of <$19,564.80>:
J) Plus that aams 8,81U cubio yar4s now paid at en adjusted priCEr
of $4.70 p.r oubic yard for a total of $41,7i7.10.
f L(
Thl. lelllVI!!': en IIId:lu",t.p.t'J I'Imnllnt". whtnh t-.h,o f,:nllni:y i5 wilHnr,r tr.. Pill'
to compromille this portioft of the Claim $22,232.50. .rhis
adjustment is made O~th. basi. 0
PU'''Ue::d )):1 !t~..i-t:1:-o:t-BM ~91ne~,t -~.uJ.
wawld ba eat4-~~ ~..~~.
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Apparently an additional attachment E to your claim purport. to
ac!C1resa additionu bcmcu'n9 %'etzuil'ed. You have by letter Of Oc:tobrar
10. 1990, provided U8 with a break down ot bonding prlce. from your
bondin9 company. Employinq that torm~la you~ initial bond coat~
on the original cont%'act amount of $431,141.40 IIbould have ~.en
$4,850.6'. Your actual boneS costs on the final contract amount of
$650,560.1. shoull! ba $ti,553.U. This create. a ehOJ:t taU of
$1,603.29, you have tailed to provia. eithar an 1nvo1ce or any
other verification for your tlqur.. in thQ claim.
Your .~m~.~en~ ~h.~ you wl~l neec co pay a~dltional bOh~ casls tor
the llmount ot the Claim i. hue! to tatholll. As /Stated bV the.
Contract the boneS 1. required by the County to ...uro your
performance of the Work. Tbi. ha. 10n9 .inc. be.n accamplJahed.
Un1... you provide invOice. anc! rational. tor Why tho bOnc!J.n9
com".ny reQUires you to Ilay IIOl:'e than tho fl, e03. at, the Count~ ill
u~wi111nq to comp%'omi.. that Ilortlon of your clai. tor any qr.ater
Amount..
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Finally atuchlllent CI to your clai. purport:. to a4dt'... borrow
axc.vat.lon. tnithll" it 1. or note 'that YOII aclait you b...d your
bid on oral infor..t-lon you aUeq. was vlven you by OIIE'dllJlUt:IUnt:.
Pl.... hote ..oUon 1-0:1.. Which crl.ar1y atat.. .Oral explanation.,
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FAX 206 827 .~338
ENTRANCO ENG.
CC-r-29_"$Je MO.....
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interpr-et:ations, or inetruct:ion. 'liven .be:fore 'the .ward ot a
contraot will no~ be bindinV on the deparem.nt."
It you will recall, W$ have previously cu'scWlse" the problem 01.
truck lIeasure versus in 111110. density. Often quantities are
measured by truCk or hauling conveyance at the ~ObB1te and paid
.. pAr contrac'b on the basi., ot in plac. donclty. I"dullcl'y
standards dictate a quantity re4Uctlon because the removal of the
borrow excavation increases or swell. the volume ot the aatarial.
This re4uct:ion factor 411. to 8well is ",eneral1y reliJvdecl to be.
twenty to thirty Ilercent. In order to addre.. your concern, we
used II reduction ~actor of only ten percent. ObVl0UGly you have
already been 'liven ~be benetit: ot the barliJ_1n in thi. por~ion nf
your claim. .
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Sultlma,.y a}1.
BGse~ on the above~be County of~G~. the ~ollowing to completely
comprOJllislll any an clailllS you may have now on .in the future
reqarding ~hi. ma . (The County woulc1 requir.e & ~Gle.8e and
waivers ot fu~ther ola1m in order to facilitate this matter.) .
ZTEM roT,IIIm AMO'ON'l' IIA'VIIDT It.JCOUNT
Mobili.ation $3,382.87 U,60).Z9
(Add. !lundin9) $(18,<<8'.'1
Clear!nq , CrUbbln~ . ..0-
Roadway Exoavation $24,331.31 .. $22,232.50
Borrow Excavation 810. HI!. ,,~ -0-
TOTALS $105,307.73 $23,8311.79
'!'hank You,
IJlUCO Laurie
pr.oiect Coordinator
eel BoareS of! Count:lr Coui..ione1"8
!ntranco Ing1ne.ra
Pro..autin, Attorney
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FAX 206 827 7338
ENTRANCO ENe.
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October 31. 1990
Mr. Bruce Lauria
Jefferson County
Department of Public Works
P.O. Box 1220
Port Townsend. Washington 98368
Ae: Hoh RIver Road
Entranco Project No. 89035.20
Dear Bruce: J?#-'''(-.
We offer the following. comment regardin~our claim response 10 Bruch & Bruch dated
October 29. 1990, ,..
Paraarallil
4
Chanoe: "The onlv emblem lies In unit arice" to "your dispute addresses
unit price for performing the work" .
~: We also felt that based on original quantities and unit prices that
clearing and grubbing was not a major bid item and there lore the owner
has tho ability to Increase or decrease quantities without adjustment to
unit price. ReIer to Section 1.01.2 Delln/lIons - Major (Bid) Item and Sec.
tion 1.04.6 Increased or Decreased Quantities.
5
6
Claim is denied. 2!![!Qs!, unless the contractor can provide other convinc-
ing or compel/lng reasons.
8 ~: Entranco Enalneers or just Entranco, not Entraneo IEnaineerlna,
14 This adjustment Is made on the basis of a mis.communlcatlon thaI maltt~ do '"" ,f
. ~v!'l. exl!!,ed. between you and Ralph Hel" 01 Enlranco as 10 the r ~ ~ . . .l.."
~ :~O. II""''' l'IllIp.llll-ef waste malerlal. Since there was no way for
you to know at the lime of bid Ihe magnitude 0' the waste material this
compromise is justlllable.
Qlliu!m!: Delete completely. Replace with: Had we used a 30% swell
as a lactor 8S allowed by contract. the reduction would have been ovor
$30,000. The County has already compromised $20,000 and no addlllon.
al compensation is warranted rogardless or pre. bid oonversations with
our stafr,
19
22
.Qsililli!: Your endOrsBmont 01 this ss"'omenl offer will allow n'G to bogln
irllmedialoly to procoss a paymonl to you and a closo.out of this contract
beloro the end ollhO year
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11/01/90 08:31
FAX 206 827 7338
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October 31, 1990
Page Two
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Enclose a claim sell/ement agreement endorsed by the Commissioners.
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Sincerely, .
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ENTRANCO ENGINEERS, INC.
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Associate
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11/01/90 08:26
FAX 206 827 7338
Emf' ANCO ENe.
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ENTRANCO ENGINEERS, INC.
LA~E WASHINGTON PARK llUll.""'G (2001 427.1300
5808 LAKE WASHINGTON BOtA.EVAAo N.E., fQRKl.AqD, WA 98033
Fax No. (206) 827-7338
Dale
FACSIMILE TRANSMITTAL
1/~/-90
PLEASE DELIVER THE FOLLOWING PAGES iMMEDIATELY TO:
!Sf"\.A-U _ La_\A.V"ie_
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PROJECT/PROMO NO. 89-03..("'-':::'70
NAME
FIRM
CITY
FAX NUMBER
FROM
PROJECT/PROMO NAME
REMARKS
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NO. OF PAGES (Including Tranamlnal ShM11.__.l. .- , e
IF TliERE ARE PROBLEMS WITH TRANSMISSION, CALL __ ~:A.'. _
1~iiGr827"30l1.
Place I ro.nsmlsslon SlIttel In Fllo Box with Copy of T'6nsmltted Malerlni
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ENTRANCO ENGINEERS, INC.
LAKE WASHINGTON PARK BUILDING (206) 827-1300
5808 LAKE WASHINGTON BOULEVARD N.E., KIRKLAND. WA 98033
November 1. 1990
Mr. Bruce Laurie
Jefferson County
Department of Public Works
P.O. Box 1220
Port Townsend. Washington 98368
Re: Hoh River Road
Entranco Project No. 89035-20
Dear Bruce:
We offer the following comment regarding the draft of your claim response to Bruch &
Bruch dated October 29. 1990.
paraaraoh
4
Chanae: "The onlv oroblem lies in unit orice" to "your dispute addresses
unit price for performing the work" .
~: We also felt that based on original quanlllles and unit prices that
clearing and grubbing was not a mOljor bid Item and therefore the owner
has the ability to increase or decrease quantilles without adjustment to
unit price. Refer to Secllon 1.01.2 Definlllons . Major (Bid) Item and Sec-
tion 1.04.6 Increased or Decreased Quantities.
Claim is denied. oerlod, unless the contractor can provide other convinc-
ing or compelling reasons.
Chanae: Entranco Enalne~ or just Entranco, not Entranco Enainee!l.!19.
This adjustment Is made on the basis of a mls.communlcatlon that may
have existed botween you and Ralph Heitt of Entranco as to the classlfl.
callon of roadway excavation of waste material. Since there was no way
for you to know at the time of bid the magnitude of the waste material this
compromise is jusllflable.
~: Delete completely. Replace with: Had we used a 30% swell
as a factor as allowed by contract, the reducllon would havo been over
$30,000, The County has already compromlsod $20,000 and no addition.
al compensation Is warranted regardleas of pre.bld conversallons with
our staff.
5
6
8
14
19
22
~: Your endorsement of this settlement offer will allow me to begin
Immediately to process a payment to you and a closo.out of this contract
before the end of the year.
~:'''~~~'l~~N'J: :~~~\~~~.~~:IONAI flANK f'llILDINCI IIIM)'~ MU
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November 1, 1990
Page Two
Enclose a claim settlement agreement endorsed by the Commissioners.
We hope you find these comments helpful.
Sincerely,
ENTRAN~NGINE~R~,IN~._
~~
Ed Berschinski
Associate
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ENTRANCOENGINEERS.INC.
LAKE WASHINGTON PARK BUilDING (206) 827.1300
seas LAKE WASHINGTON BOULEVARD N,e.. KIRKLAND, WA 98033
November 1. 1990
Mr. Bruce Laurie
Jefferson County
Department of Public Works
P.O. Box 1220
Port Townsend. Washington 98366
n~.""", !~~.
NOV 0 2 1990
JEFFERSON COUNT
PUBLIC WORI<~ "'1='"
Re: Hoh River Road
Entranco Project No. 89035-20
Dear Bruce:
In response to your letter of October 29. 1990 we offer the following:
Entranco has been consistently cooperative and timely in assisting Jefferson County in
claim response for this project. This is not in our scope of work and our contract time
has expired. Our involvement has been strictly out of professional courtesy and as a
gesture of goodwill. Please refer to our letter of August 16. 1990. We are again provid-
ing our assistance on a gratis basis by offering suggested revisions to your draft claim
response letter (enclosed).
We take a strong exception to your statement that Entranco is responsible for .. . .
problems engendered by contract administration performed by your company," We
again reiterate that the claim presented by the contractor is due to situations totally be-
yond the centrel ef Entranco, including; limitations in the contract plans, changes re-
quested by Jefferson County and/or changed conditions on the field exacerbated by
weather conditlens.
Our partlclpatien in the settlement ot this claim has been ongoing. Bruce. you have
thanked us numereus times for eur extra help. In earlier discussions yeu Indicated that
a settlement ceuld have been finalized and processed earlier this year had you been
able to appropriate time to the Issue. Also, our previeus phone conversations led me
to understand that the reasons Lynn Is pursuing this claim are more related to econom-
ic condltlens en the Peninsula, rather than on the claim's own merits.
Entranco performed our services for this project at negotiated rates less than our nor-
mal fee echedule, We have also gone beyond our contracted services by many thou-
sands 01 dollars. The conditions encountered In the field did not allow the project to be
constructed according to the plans we were given to work with. We worked hard to get
Jefferson County a facility that would work by using good judgment, tough negotiation
skills and diligence. The project has been complete for over one year now and aerveo
Jefferson County well.
F.vrnETT OF'ICE M8 fo[Anl,E-nAIIY NATIONAl "ANI( nUILOINO !flMl;o~ t1:i'01
lenO'Hf.'WITT AVfNl1r:', r.Vf.nrn. WA M:'I'II
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Page Two
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We hope .the claim is settled ,soon andina .cooperativemannerfor all parties involved.
Please call if .youhave .any ,questions.
EB:dcn
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ENTRAN~.. .N NGGIINNEEEE~RSS". .IINNCC.. I _ ...
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Ed Berschinski
Associate
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ENTRANCO ENGINEERS, INC.
LAKE WASHINGTON PARK BUILDING (206) 827-1300
5808 LAKE WASHINGTON BOULEVARD N.E., KIRKLAND, WA 98033
November 1. 1990
Mr. Bruce Laurie
Jefferson County
Department of Public Works
P.O. Box 1220
Port Townsend. Washington 98368
Re: Hoh River Road
Entranco Project No. 89035-20
Dear Bruce:
We offer the following comment regarding the draft of your claim response to Bruch &
Bruch dated October 29.1990.
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Add: We also telt that based on original quantities and unit prices that
clearing and grubbing was not a major bid item and therefore the owner
has the ability to Increase or decrease quantities without adjustment to
unit price. Refer to Section 1-01.2 Definitions - Major (Bid) Item and Sec-
tion 1-04.6 Increased or Decreased Quantities,
5
Claim is denied. period. unless the contractor can provide other convinc-
ing or compelling reasons.
Chanae: Entranco Enaineers or just Entranco. not Entranco Enaineerina.
This adjustment is made on the basis 01 a mis-communication that may
have existed between you and Ralph Helll of Entranco as to the classifi-
cation 01 roadway excavation 01 waste material. Since there was no way
for you to know at the time 01 bid the magnitude 01 the waste material this
compromise Is justillable.
Chanae: Delete completely. Replace with: Had we used a 30% swell
as a factor as allowed by contract, the reduction would have been over
$30,000. The County has already compromised $20,000 and no addition-
al compensation Is warranted regardless of pre-bid conversations with
our staff.
~: Your endorsement 01 this selllement offer will allow me to begin
Immediately to process a payment to you and a close-out of this contract
belore the end 01 the year.
!.VrR'.Tl or'lcr: M8r.EAfn.r:.np5T NMrONo\l RANl<ftUILDtNO IfMI1f"~
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November 1.1990
Page Two
Enclose a claim setlJement agreement endorsed by the Commissioners.
We hope you find these comments helpful.
Sincerely.
ENTRAN~NGINE;A~. IN~"_
~~
Ed Berschinski
Associate
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ENTRANCO ENGINEERS, INC.
LAlli wAa"'INGTON .."'1( DU1LDlNO (Z!)tlIU7.13<<'
tlbOel."W:~W"""IlNc.it;INeOI)L'VAADN.e:. Klfllt<L./I.NO,WA ~
August 16. 1990
Mr. Bruce Laurie
Project Coordinator
Jefferson County
Department of Public Works
P.O. Box 1220
Port Townsend. Washington 98368
RE: Upper Hoh Road. CR0749
Construction Claim
Letter of 8.13.90
('4>- -';,90;;' 'i , '7 r:;
Dear Bruce:
We are aware 01 the claim submitted by Bruch and Bruch and have cooperated to
date in every fashion 10 assist the county reach a claim settlement. To this end. we
have exceeded our project budget by over $10.000 In additior. 10 numerous volunteer
hours by myself and Ralph Heltt. The County has nol been Invoiced 'or this work and it
had been considered a matter of professional courtesy thaI we offer our assistance.
Your leller of August 13. 1989. states In part. that our assistance In proce~sing and de.
'ending Ihe claim will be required as part 0' our consultanl agreement. We disagree
with Ihis interpretation of required scope of work. Our scope. as outlined in ExhIbit "B"
does not address 'clalms analysis" and any involvement you would request from us
would 'all under Section X. Extra Work and require a supplement 10 our agreement.
Vou must understand that when delining projecl work clements during scope develop.
ment and establishing labor hours for the construction services budget. no claims work
wa~ anticipated. We would have laid out a task and hourly hllrtOftl in our spreadsheet
and lIated elalms analysis on the scope exhibit. This was not done.
In addition. the claim elements presented by Bruch and Bruch are directly related to in-
terpretation of the contract documents or charge orders Issued by tho County lor which
Entranco had no eonlrol.
Element
Claim Amount
Clearing and Grubbing: $68.488.51
Claim 0' additional COlts due to requesl by County 10
91lpand clearing Iimlla.
Roadway Elle.vallon:
Claim 01 addlllonal eosta due to haul to wasle
lito ralhar Ihan Incorporallon Inlo embankment
Borrow Ellcavatlon:
Claim of additional cosla due 10 conlractor
measurement ..sumptionl based on pre.bld phono
24.331.31
10,105.03
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Mobilization: 3,382.87
Charges from bonding company from increased
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$106,307.72
As you know, we would be happy to continue sharing our knowledge and experience
with the County to resolve these issues. but our assistance and delense of the claim is
not part of our consultant agreement, which expired on or about July 18, 1990.
We hope this clarifies the issue of our involvement but would be happy to diGCUSS the
matter with you.
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;aco
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Manager, Construction Services
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,~,,"'TO Z"cL! CHf).uDLe"}:.Vcui2"1 sc...) DEPAR'l',J.ENT OF PUBLIC W(;i',K::
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I CL':rIY;'7JIA wA '1B504-3'7/3 PORT TOWNSEND, WA 98368
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SUBJECT: /'=l?OJecT /I.{OT17:' / c f'l T7 f:').J iZ A ? DATE: ~"7 /'11
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STATE OF WASHINGTON
COUNTY ROAD ADMINISTRATION BOARD
RURAL .ARTERIAL PROGRAM
PROJECT NOTIFICATION
WAC 136-170-030
..1'1 Oae - Awar. or CODtr.ca Nonrleatloa
CeuDIy: c::'JeR:"~5O;V
Name of Road: ~i"P€e- ~
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From MoP.: O.3~ to MoP.:
.roject No.: <ilc.J.Z.OO I
Worlt Order No.: 1"0 I 6 '=:>7 z..;.
I.go LoeIlI CRP No.: C2.07c.J.9
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CODtract Awarded To: '01Z0c.1f ~ !!>El.:l::.l<t
Address: zz.,'6 Uw t" 10 I
7C>2T fnJ~-;
Datc Contract Awarded: c..J. / Zt..J / tJ"'J
ED.iDecr'l Estimate: S ,1
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COD tract AmOUDI: IS
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..rt Two - Completlo. ., .I'DJect Notllleatlo.
Datc of Complctlon: S/.::>9)Q I
.roJecr Colt .l'oJect F...IDI
P.E. S '52..000.00 R.AP S z.ZO,OOO .00
R./W S ~.,. 000.00 Local S '30.1 no.oo
CoDtract CoDltr. S a!e}" I r!f). 00 Federal S &
Day Labor CoDllr.s e Other S t!!T
Total S Q50./oo.oo Totl. S q~'1:).IDO. DO
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385.9160
Gal)' A, Rowa. P.E., Director
Robart G. Nesbitt, P.E.. County EnglntHIr
May 9, 1991
Lynn Bruch
Bruch & Bruch Construction, Inc.
228 Highway 101 W.
Port Ange1es, WA 98362
Re: upper Hoh Road Improvement, CR0749, C1aim
Dear Lynn:
On MC\nday May 6, 1991, the Board of County Commissioners
approved the revised budget to include the claim sett1ement amount
agreed to in our April 24, 1991 meeting for the above referenced
project.
Enc10sed are three originals of the Contract Claim Re1ease and
Change Order No. 4 for your review and execution. Please return all
executed forms to this office for further processing. A fully
executed original of the release form and a copy of the'lull.y
executed change order will be returned to you for your records.
I have started to process payment for the claim amount.
If you have any questions do not hesitate to contact me.
~'~r~
~~~Manager
xc: Board of County commissioners
Entranco, Ed Berschinski
Proseouting Attorney, Mark Huth
100'10 Renyclod Pipe,
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ORIGINAL
Sheet-1- 012..-
Dole 4 29-91
WASHINGTON STATE
DEPARTMENT OF TRANSPORTATION
Chango
Order
Number
4
CHANGE .oRDER
B
Ordered by Engineer under terms of Section
of the Standard Speclfll:otjons
1 -04.4
o Change proposed by Contractor
Co,".ud No~~~ .7.~9
Endorsed by:
BRUCH & BRUCH CONSTRUCTION
ro BRUCH & BRUCH CONSTRUCTION
228 HIGHWAY 101 WEST-.. ....-
'P.c)RT_:~GELES,. WA98362. --- .u..._.... ____
Co"trACtor Fi,.". N....
S;6"""~
914207
N/A:. - .____.__u__..__
UPPER ROR- ROAl> IMPROVEMEN'C.'.-- -
-~- . .--"-.-----.,- ...-.---.--.----.--------.-..--
. M.l'~. 0 .32. .TO. M. 1'.-1.80-..-.-...--.--.--.--..----..-
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Fl.tdorcll~ld No.
Title
COIU..' ,f/vn by S..t'lI'ly~ (UIN. Nq,drwdJ
Projor.1 Till..
By:
A"~;--.!4C'
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........ ...... ..... .... ...................... .... ........................... ..DESCRIPTION OF WORK ... .......... ................. ........... .............
You ore ordered to perform the following described work upon receipt of on approved copy of ,his chonge order:
NEGOTIATED SETTLEMENT OF CLAIM
TOTAL AMOUNT $44,476.40
All wo,k, mo'orlall and mealurement to be In accordance with the provlllo"' of ,he Standard Speclflcatlonl and Special Provlllonl fo, 'he'vpo of canl',uc-
lion Involved.
OtlTatCT
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HIADQUAITIK
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ORIGINAL CONTRACT
AMOUNT
CURRENT CONTRACT
AMOUNT
ESTIMA TtD NET CHANGE
THIS ORDER
ESTIMATED CONTRACT
TOTAL AFlIR CHANGE
1 435,641.40
DISTRICT USI
APPROVAL RECOMMENDED
1675,937.26
44,476.40 1 720.413.66
HIADQUAITlR'1 UII
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APPROVED
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t:FFERSON COUNTY I CONTRACT
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SHEET 2 OF 2 DEPARTMENT.OF PUBLIC WORKS NUMBER CR0749
CHANGE
DATE 4-29-91 CHANGE ORDER ESTIMATE ORDER NO. 4
ESTIMATED ESTIMATED
ITEM GROUP DESCRIPTION UNIT UNIT QUANTITY AMOUNT
NO. NO. PRICE CHANGE CHANGE
1 MOBILIZATION (ADDmONAL BONDING COSTS) LS. 19,500.00 --- 1,994.88
2 CLEARING & GRUBBING ORIGINAL CONTRACT AC 5,340.00 (9.9) (52,866.00)
PER NEGOTIATED UNIT PRICE AC 6,875.00 9.9 68,062.50
4 ROADWAY EXCAVATION, INCL. HAUL C.Y. 2.20 (8,893) (19,564.60)
'4A ROADWAY EXCAVATION, INCL. HAUL TO WASTE SITE C.Y. 4.70 8,893 41,797.10
6 BORROW EXCAVATION ADDmONAL QUANTITY C.Y. 5.65 894.25 5,052.52
ADJUSTMENT
TOTAL NET THIS CHANGE ORDER . $44,476.40
'NEW ITEM
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~PARTMENT OF PUBLIC WORKS ~
1.."CONTRACTCI:AIM'RElEASE){ . .'1
CONTRACTOR
Bruch & Bruch Construction, Inc.
ADORESS
228 Highway 101 West
CITY
Port Angles
STATE Washington, 98362
DATE May 6, 1991
Projael Number
CR0749
Road Number
914207
Federal-Aid Project Numbs
N/A
Job 08ocrlpUon (Till.):
UPPER HOH ROAD IMPROVEMENT, M.P. 0.32 TO 1.80
DATE WORK COMPLETED: 11/21/89
SETTLEMENT AMOUNT $44,476,40
CONTRACTOR'S CERTIFICATION
I. the underllgned, having Or" been duly lMom, certify that the above _hlemont amount II the compromlee of. dlaputed claim. and that the
payment made I. not conetrued .1 an adml.llon at UabUlly by the County of Je"ereon; and that I am authorized to Ilgn to( the claimant;
that In oonnoctJon with thtlMttllment and to the belt of my knowledge no 1000o. gratuity or gift of monllY In any form whatlOeV8i haG be.n extended
to any omployee of the Department or Public Workl: I further certify that the above ..tUement amount I, full compenaaUon and all monieD duo
me from the County of Joff.reon undor thl. claim.
I horeby further certify that I have carefully examined uld "Wlment amount and und.,atand the amo and that I hereby r.l.a. tho County of
JefflrlOl1 from any and aU claim. of whatlOewr nature whloh I may have, arlllng out of Nld contract clalm. which are not Included In aid
..ttlement amount
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Notary Publlo In .nd lor Ih. Slal. 01 W.ohlnglon.
fielding .1
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OEPARTMENT OF PUSLIC WORKS USE ONLY
APPROVAL RECOMMENDED:
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D.IO:
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Proje.t Enllln..r
f,lcunly Englne.r
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ACOOUNTING U8B ONLY
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By X.
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INBTAUOTION8
Thl. Oontr..t Ol,'m ""1....1.10 be pr.p.red by tho Enoln..r .nd the orIgln.l.nd ft,.. oopy forwarded to AcccunUnglor ....p..n..
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362
(206) 452.5388
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December 6. 1990
DEe 10 1990
.JEfFERSON COUNT
PUBLIC WORKS DE!7 '
Jefferson County Department of Public Works
ATTN. Bruce Laurie
Box 1220
.Pcrt Townsend, WA 98368
Suhject: Cbange in Scope of Work on Upper Hoh River Road
Dear Mr. Laurie,
We bave received your letter dated November 6, 1990 and have.
reviewed the applicable sections of the Standard Specifications ~s you
suggested. We find that Section 1-04.4 states in part that ..... Item
2, if the quantities of a major item or the total cost of the original
contract increase or decrease by lIore than 25 percent, an equitable
adjustment will be made as provided in Section 1-04.6." Upon checking
Section 1-04.6 we find the following:
"If either (1) the total cost of the work, using bid quantities
and unit prices, or (2) the total quantity of any major contract
itell, using original bid quantities, changes lIore than 25
percent, then that part of the increase or decrease exceeding
25 percent shall be adjusted as the parties agree."
The original contract allount was $435,641.40 and the contract value as
of change order 3 (April 5, 1990) is $691,258.26 which is an increase
of $255,616.86 or 58.67~. Since the "total cost of the work using
original bid quantities and unit prices" has changed more than 25~ and
the parties appear to not be able to agree on an adjustment, the
Engineer is required by the above referenced section ot the Standard
Specitications to determine an equitable adjustment at tille, payment
or both, The section goes on to say "The basis tor an equitable cost
adjustment for increases will be by usin~ one of the tollowing
methods:
1. Unit contract prices.
2. Other means of establishing cost
3. Porce Account
With regard to Section 1-04, Bruch and Bruch i8 in agreellent with
the time adjustments that have been lIade to the contract. Bruch and
Bruch is in agreement with all of the quantity and price adjustments
that have bsen lIade to date with the exception at the tollowing:
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Bid Item 2. Clearing and Grubbing - The quantity of this item
increased more than 25% without an adjustment as required
by Section 2-04. Payment at the unit contract price is
unacceptable to us. In our letter dated May 31, 1990 we
provided a computer listing of the force account records
required to arrive at the cost of the Clearing and Grubbing
fDr the project.
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Bid Item 4. Roadway Excavation Including Haul - The adjustment
of an additional $22,232.50 offered in your letter dated
Rovember 6. 1990 for the roadway excavation including haul
is acceptable.
Bid Item 6. Borrow Excavation Including Haul - The quantity of
this item increased by more than 25% without an adjustment
as'required by Section 1.04. In addition to this Jefferson
County has not co.plied witb Sections 2-03.3(13) and
2-03.4(2) of the Standard Specifications by not cross
sectioning the borrow source to arrive at the payment
quantity for this item. Jefferson County has altered the
contract and specifications without issuing a change order
by attempting to .easure the Borrow Excavation by truck
aeasure with a swell factor without the approval of the
Contractor. This type of change is covered by Section
1-04.4(3) of the Standard Specifications which requires
that Engineer reach an agreement with the Contractor in the
aaae manner as required by Section 1-04.6.
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Bid Item 1. Mobilization - The total cost of the contract has
increased by more than 25 percent. The cost of the
perfDrmance bond required by Section 1-03.4 of the Standard
Specifications is based on the final coat of the contract.
When the final cost of the contract i8 determined an
equitable adjustment for this bid item would be tor
Jefferson ~ounty to reimburse Bruch and Bruch for the
difference in the bond C08t between the original contract
price and the final price. Bruch and Bruch will provide an
invoice from Bostick Monarch Insurance Co.pany for the
difference in bond cost when an agreement on the final
contract price is reached.
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In conclusion. the Contract and Standard Specifications clearly
sbow the actions tbat are to be taken wben a contract is increased by
.ore than 25 percent. Please provide us with your suggestions for an
equitable adjust.ent for Bid Ite.s 1. 2 and 6 as soon as possible so
that we can co.e to an agreeaent on these issues. If we can be of
further assistance please contact us at 452-5388. Thank you for your
attention.
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Vice President
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JEFfERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A. Rowe. P.E., Director
Robert G. Nesbitt. P.E., County Englne.r
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
October 8, 1990
Lynn R. Bruch
Bruch & Bruch Construction
228 Highway 101 West
Port Angeles, WA 98362
Re: Upper Hoh Road Improvement, CR0749, Claim for Additional
Compensation
Dear Lynn:
Please provide the following:
1) A receipt or other documentation that you have paid the
additional bond and that you will pay any additional for any
amounts paid to you as a result of this claim.
2) The quantities tabulated on Attachment E of the claim does
not say how the quantities were established. Please clarify
if the quantities are from truck tickets, etc., and if they
are truck measure.
3) On Attachment H in the second paragraph after the
tabulation of quantities, you state that some additional
quantity tickets exist, please furnish the copies of the
tickets.
Please provide this requested information at your earliest
convenience so that the processing of the claim can continue.
:If you have any questions, do not hesitate to contact me.
_~~~_erel~ .
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Construction Engineer
xc: CR0749, corres.
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JEFFER~N COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O, Box 1220
Port TowlIsend, WA 98368
(206) 385.9160
Gary A. Rowe, P.E" Director
Robart G. Nasbltt, P.E" County Engineer
AUgust 13, 1990
Mr. Ed Berschinski, Manager, Construction Services
Entranco Engineers, Xnc.
5808 Lake Washington Blvd. R.E.
Kirkland, WA 98033
Re: Upper Hoh Road Xmprovement, CR0749, Construction Claim
Dear Ed:
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As you are aware, the contractor, Bruch & Bruch, Xnc., for the
above referenced project, has filed a claim in the amount of
$106,307.72. Your assistance in processing and defending the claim
will be required in accordance with Section XX of the ConSUlting
Agreement For Construction, executed on April 24, 1989.
Xf you have any questions, do not hesitate to contact me.
Sincerel~
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Project Coordinator
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JEFFERIN COUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E" County Engineer
1 820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385.9160
August 2, 1990
Lynn Bruch
Bruch & Bruch COnstruction. Inc.
228 Highway 101 West
Port Angeles, WA 98362
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Re. Cla~ for Upper Hoh Road, CR0749
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Dear Lynn.
The cla~ submitted by you for the above referenced projllct doe. not
comply fully with the provisions of Section 1.09-11(2) of the standard
Specifications, in that you did not submit the statement as outlined in part
10 of the Section. Please provide this additional information so that the
processing of the claim can continue.
If you have any questions, do not hesitate to contact me.
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Project Coordinator
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362 (206) 452-5388
23 May 1990
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JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS
PO Box 1220
Port Townsend, WA 98368
MAY 25 1990
JEFFERSON COUNT':
":>IIRI ,,.. IMI"'\Ol(~ nl:[".
ATTENTION. Bruce Laurie
Dear B.ruce.
SUBJECT.
UPPER HOR ROAD
County Road No. 914207
Contract No. CRO 749
Enclosed, please find the revised Final Estimate. Final
Contract Voucher Certification and Change Order #3
for the above referenced project.
I have signed the enclosed documents in order to close
out the project, but hold reservation for claim on
the fOllowing items.
Item No
1
2
4
5
6
l4
Item Description
Mobilization
Clearing and Grubbing
Roadway Excavation Including Haul
Unsuitable Foundation Excavation
Including Haul
Borrow Excavation Including Haul
Gravel Base (Truck Measure)
The un! t prices in Change Order No. 3 do not include
bonding costs, therefore, claim for the additional
cost shall be submitted according to 1-09,ll(2) with
the above listed items.
I am pr.esently compiling all the necessary information
and hope to have it submitted ;I.n the near future.
Sincerely,
BRUCH & BRUCH CONS~
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Superintendent
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O, Box 1220
Port Townsend. WA 98368
(206) 385.9160
Gary A. Rowe. P,E.. DI,ecto,
Robert G. Nesbitt, P.E., County Engineer
May 18, 1990
Lynn Bruch
Bruch & Bruch Construction, Inc.
228 Highway 101 West
Port Angeles, WA 98362
Re: Upper Hoh Road, CR0749, Final Estimate
Dear Lynn:
Enclosed are the revised Final Estimate, Final Contract Voucher
Certification, and a copy of Change Order No. 3 for the above referenced
project.
Th. revised Final Estimate differs from the Estimate forwarded to you on
April 9, 1990, in the following ways:
ITEII No.
4
5
6
14
100
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Roadwfty Excavation - Quantity refl.cts all roadway
axcavation as d.finsd in Sp.cifications with no
quantity roclassifigd as Unsuitable Foundation
Excavation.
Unsuit.bl. Foundation Excavation - Contains only
measured .xcavation that was out.ide of the d.finition
of Roadway Excavation.
Borrow Excavation - Quantity includ.. that mat.rial
that w.. u..d a. Borrow Excavation d.t.rmined by
placem.nt. Quantity i. "in plac." me..urem.nt.
Orav.l Ba.. - Quantity i. d..ign plus r.vi.ion. ba.ed
on where the mat.ri.l waG placed in the grad..
Reimbur..m.nt for Winfi.ld Pit - Tot.l of It.m. 6, 13,
r. 14.
Pl.... .ign and return all thr.. copi.s of the E.timat. and all p.rt.
of the Vouch.r C.rtification for furth.r proc...ing.
If you have any que.tion., do not he.itato to contact me.
Sinc.r.ly,
A.h_ - - .-1fi~
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Project Coordinator
xc. Ed O.r.chin.ki, Bntranco Bngin.ar.
CR0749, Corr.......-
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Contreotor:
Addreaa:
Owner:
Pay Period:
UPPER HOH RIVER ROAD
BRUCH & BRUCH CONSTRUCTION
228 HIGHWAY 101 WEST. PORT ANGELES. WA.
JEFFERSON COUNTY
Dec.ellloer 1. 1989 to April 5. 1990
MONTHLY CONSTRUCTION ESTIMATE
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Oato: May 11, 1990
Eallmete No.: Seven
Project/Contract No.:
Orlglnol Contract Bid Amount:
Current CQntract Bid Amount:
TOTAL. AMOUNT
TO DATE
PREVIOUS AMOUNT
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ENTRANCO ENGINEERS. INC.
3
Page 1 01
Revised
CRO 749
$435,641. 40
$553.340.76
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C. Total Conlracl Amount Duo (A. plus B.)
D. Leas Retalnage ( -L'I'o of A.)
E. Amount Duo Contractor (C. minus D.)
TOTAL. DUE
THIS ESTIMATE
0.00
625,388.76
31,269.44'
594 119.32 .
I HAVE REVIEWEO THIS ESTIMATE AND BE~IEVI! IT
TO BE TRUll AND CORRECT AND RECOMMI!ND
PAVMENT OF SAME.
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APPROVI!D:
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MOl LAKI WAIHINO'ON IOULIVA"OH,I, ,mUCL~O, WA NO>>
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Owner .____.. u
JEFFI'Il<;nN r.n.
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I HEREBY CeRTIFY THAT THIS IS ;. TRUE AND
CORRECT ESTIMATE: THAT THI! WORK WAS
ACTUA~~V PERFORMED AND MAT!RIA~
FURNISHED: AND THAT THE AMOUNT IS JUST
AND DUE ME.
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MONTHLY CONSTRUCTION E,STIMATE
e
ENTRANCO ENGINEERS, INC.
ProJect Name: UPPER HOH RIVER ROAD Date: May 11, 1990 Page 1 of 3
Oontractor: BRUCH & BRUCH CONSTRUCTION Eallmate No.: Seven Revised
(: Address: 228 HIGHWAY 101 WEST. PORT ANGELES. WA. 98362 Project/Contract No.: CRO 749
Owner: JEFFERSON COUNTY Original Contract Bid Amount: $435,64l.40
Pay Period: Dec'emoer 1 . 1989 to April 5, 1990 Current Contract Bid Amount: $553.340.76
TOTAL. AMOUNT
TO DATE
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TOTAL. DUE
THIS ESTIMATE
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O. Lesl Rotolnago ( -L % o' A.)
E. Amount Duo Contractor (C. mlnul D.)
0.00.
650,560.78
32,528.04
6lB,032.74
0.00
625,388.76
31.269.44
594 119.32
0.00
25,172.02
1,258.60
23,9l3.42
I HEREBY CERTIFY THAT THIS IS A TRUE AND
~g~~~cLHS~~'W~E~J~~T AW8 ~~~~RYf~~
~~~Nde~tr~. AND THAT THE AMOUNT IS JUST
I HAVE REVIEWED THIS ESTIMATE AND BELIEVE IT
TO BE TRUE AND CORP,ECT AND RECOMMEND
PAYMENT OF SAME.
APPROVED:
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Enl'lneD Englnl"', Ine.
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C8aYfelf' & BRUCH
X)O.AKI WAIHINOTON '''ilK BUILDINQ 'lOCI 1".1_
NOILAKI WAIHINO'ON DOULIVA"D N.l" KI"KI.~NO, WA tIlW
a 111 IIAfTU""'I' NATIONAI..IANJ( IUILOINO 11011.....10.
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STATE OF WASHINGTON . .f'"
. APPLICATION FOR r .,
SPECIALl2~"'r'OREST PRODUCTS HARVESTING PEKM,'r
APplicatloniaherebYllranledlohorve.l, 1-0 (.=J (.",e! of ". /-'./'{ .'?,./.f- f;.},m Ihe followinsde.cribed property
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PERMITTOR
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'ubdtvlllon Stellan T.p, R.,.
Dale this permit /,.. I '1- ~., Permll will e.plre /. :.~ 1-. r "1 or end of c~lendar year whichever occurs first.
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CIIY I ZIP ,I t/.. J.. ":'~-: !"Onl': ell, ZIP PhDM
11 shall be unlawCul ror any per.on, upon orncial hlqlllry, Investlsation, or other authorized proceedinll5. 10 oCCer as senulne any paper,
documenl, or olher in.arumenl In wriuns purport Ins to be a h.rvestins permit, or arue copy IhereoC, sales Invoice, or bill DC ladlns, or
10 make any represenlallon DC authority 10 conduct h.rvestins or transporllns of specialized fore51 product., knowlns Ihe .ame to be
In any manner raise. fraudulent, forsed, or stolen. I have read .nd understand Ihe above.
TRUE COpy , / ..? ?
"This trus copy lalllvon to .',
J". nnd shall ..piro concurr.nl with Ihl' nbove e.pirnlion dnle or 1 Slsnature of Perml....- r
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only for (hnrve.lInlf) p".'.' ," -
lhnrveallnlf & trnnsportnllon) ,~n~.1s' nut cl\blc.s Sllnature of Permlnor '.
Irnnsporlation) ~,: ~\\\l* se!~cted '. ,Jo'
l'O.."..lon, olher than hnrve.lInll or~. ilt'I'd!loilt... ~.., Permlnor'. orillnt' .ilnature on Irue copy required if,boo I. chocked 0
Folio wlnlllhc .lipulnted uoe allnllent. ahnll:_ l:fil~r thl. trda ~
to tho p"rmiUl!l~. f:;;:'"' ~ .~\ ":
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I hAve checked thl. application .nd believe it1 f;:: \ ~ ~;a : ~'
10 be In order and hereby validate Ihil perml\ ~~':'" ,,: v'... ,:;:;..' (Permlnor Validation Sllnalure)
Sh~I~~cffcrslll1 C,llUnty -,:.. \:.... .... ...........
by I :~'O- _, Depu\'y.,.!>~t...,... ~:.." 0 Allachment made a part of Ihls perm II
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MONTHLY CONSTRUCTION ESTIMATE
e
ENTRANCO ENGINEERS. INC.
Project Nama: UPPER HOH RIVER ROAD Date: May 11. 1990 Page 1 of 3
Contractor: BRUCH & BRUCH CONSTRUCTION Estimate No.: Seven Revised
( Addross: 228 HIGHWAY 101 WEST. PORT ANGELES. WA. 98362 Project/Contract No.: CRO 749
Own or: JEFFERSON COUNTY Original Contract Bid Amount: $435,641. 40
pey Period: Oec.emlier 1, 1989 to Apri 1 5, 1990 Current Contract Bid Amount: $553.340.76
TOTAL AMOUNT
TO DATE
PREVIOUS AMOUNT
(
C. Totsl Contracl Amount Duo (A. plus B.)
D. Loss Rolalnnge ( --L % of A.)
E. Amount Cue Contractor (C. mlnul 0,)
0.00
650,560.7B
34,066.59
$616.494.19
0.00
625.388.76
31.269.44
594 119.32
0.00
25,172.02
2,797.15
22 374.87
I HEREOY CERTIFY THAT THIS IS A TRUE ANO
CORRECT eSTIMATE: Tt1AT THE WORK WAS
ACTUALLY PERFORMED AND MATERIAL
FUANISHED; AND THAT THE AMOUNT IS JUST
AND DUE ME.
I HAVE REVIEWEO THIS ESTIMATE AND OELIEVEIT
TO BE TRUE ANO CORRECT AND RECOMMEND
PAYMENT OF SAME,
APPROVED;
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X)O.AKI WAItUHOfOH 'MK aulLOINO .1Ott ur.'*
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D .'I.I."Le",.-IT HAVtONAL IANI( eUILOtNO .101'......101
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WASHiNGTON "STATE
DEPARTMENT OF
TRANSPORTATION
~'I~~;~~~'ri;~'~n.r'
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CONTRACTOR BRUCH & BRUCH CONSTRUCTION
ADDRESS 228 HIGHWAY 101 WEST
CITY PORT ANGELES
INC.
STATE WA
DATE 5/l8/90
914207
State Project Number
CR0749
Federal-Ald Project Number
ob Description (Title):
UPPER HOH RD., M.P. 0.33 TO 1.80
DATE WORK COMPLETED: 11/21/89
FINAL AMOUNT $ 23. 9l3. 42
CONTRACTOR'S CERTIFICATION
: ;
I, the undersigned, having first been duly sworn, certify that the attached bill Is a proper charge for work performed and
material furnished to the State of Washington; that the same or any part thereof has nol been paid; and that I am authorized to
sign for the claimant; that In connection with the work porformed and to the best of my knowledge no. loan, gratuity or gift of
money In any form whatsoever has been extended to .any employee of the Department of Transportation nor have I rented or
purchased any equipment or materials from any employee of the Department of Transportation; I further certify that the attach.
ed final estl"!ate Is a true and correct statement showing all the monies due me from the State of Washington under this con.
tract; that I have carefully examined said flnnl estimate and understand the same and that I heroby release the State of
WaShington from any and all claims of whatsoever nature which I may have, arising out of the performance of said contract,
which are not set forth In said estimate.
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(CONTRACTORI
Subscribed and sworn to before me this
daYDf
19_
x
Notary Public In and for the State of Washington,
residing at
DEPARTMENT OF TltANSPORTATION CERTIFICATION
I certify lhe .ltlched fln.1 "lImlle to be baled
upon .CIUDI ine..uremenll. .nd to be true and
correct. APPROVED DATE
x
x
ola 'AIC'L~P''''INI'Tn... TOA
IENOINU.A
HEADQUARTERS USE ONLY
Date of
Acceptance
By X
INSTRUCTIONS
This Final Contract Voucher Certification Is to be prepared by the Engln.er and the original and fI,.t copy forwarded to Head.
quarterll for .ceeptanee and Il.yment.
The Affidavit of Waoe. Paid must be preperad by the prime conlracto".1I aubcontraclo,a .nd all ,ubcontractD,'a aOllnts and
forwarded with the Final Contract Voucher CerUflcaUon.
Contractora Clalma, If any, muat be Included and the Cont,actora CertlllcaUon mu.t be 'abaled Indicating a cl.lm .Uachad.
DOT 'OAM ,,.,,..
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ENTRANCO ENGINEERS, INC.
May 4. 1990
LAKE WASHINGTON PARK BUllOING C2061827-1::JOO
S808 LAKE WASHINGTON BOULEVARD N,E., KIRKLAND. WA 98033
.:.- c; ~ ~ " i:. 1
MAY 09 1990
J.~FFERSON COUNT'
t)1 ,- 'A'-Of.(C' f"'"\t:,....1
Mr. Craig L. Miller
Knebes. Miller & Richardson P.S.
410 E. Front Street
P.O. Box 550
Port Angeles. Washington 98362
Re: Letter of April 26, 1990
NTl Inc., Subcontract for Hoh River Road
Dear Mr. Miller:
NTI. Inc. has been paid $12.788.00 for their services on the above referenced project;
$11.000 per original agreement, $1.500 per supplemental agreement. and $288 per
verbal extension of supplemental agreement. This is the same amount submitted to
Jefferson County for reimbursement.
NTI. Inc. has invoiced Entranco for $3.288.50 in charges beyond the allowable contract
maximum. Those charges were accrued prior to any contract supplement and without
notice or even a request for authorization to exceed contract maximum. A contractual
vehicle for payment does not exist.
lithe above facts are not sufficient. the following should also be known:
Invoices received from NT!. Inc. for their services were generally late, of the
improper format. sent to the wrong addreSS or otherwise diHicull to process
without extra and unnecessary effort on our part.
NT!, Inc. was providing services directly to Jefferson County on another pro-
ject at the same time (Owl Creek). Our records Indicated that some of the
charges on the Hoh River Road project had costs from Owl Creek and/or oth-
er projects erroneously put on Invoices to us. We had noted corrections on
the invoices and returned annotated copies without the Improper payments but
the balance lorward never reflected those deductions.
Weekly rates for mobile testlny laboratory nuclear gage, and laboratory mobi-
lization/demobilization were not received until October and represented 3
months worth of charges. NTl's contract maximum had already beon exceed-
ed with time and per diem costs.
The laboratory was not placed In a convenient location for use by our Inspoc-
tor as promised and had no value to us as a field olflce. The location pro.
vlded to be more COStly due to time and mileage costs to access It by NTI's
technician.
Technicians field records were not properly recorded In Entranco provided reo
port format.
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May 4. 1990
Page Two
Additional monies in contract supplements from Jefferson County earmarked for out-
side consultants were shifted to other budget elements and time needs for Entranco's
staff. We are continuing to provide service to Jefferson County without reimbursement
as the project remains to be closed out.
We would invite you or Mr. Newlin to discuss this issue with us and would remain open
to some type of solution but at this time,.do not know what it may be.
Sincerely,
ENTRANCO ENGINEERS. INC.
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Ed Berschinski
Manager, Construction Services
cc: Bruce Laurie. Jefferson County
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ATTOR.''EYS AT LAW . A PROFESSJOSAL SERV1CE CORPORATION
William G. Kncbcs
era ig L. Miller
:":athan G. Richardson, Jr.
401 E. front SI. . P.O. Box 550. PO" Angeles. WA 98362
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(206) 457-3349
April 26, 1991)
Entranco Engineers, Inc.
Lake Washington Park Bldg.
5808 Lake Washington Blvd.
Kirkland, WA ~8033
r~.PR ~~ I) 1990
NE
RE: NTI, Inc. Subcontract on
Hoh River Road
Dear Mr. Berschinski:
Mr. Newlin of NTI, Inc. has recently discussed with me the
subcontract which NTI had with Entranco for work on the
Upper Hoh River Road for Jefferson County. From a review of
the ~nI statements submitted to Entranco, and the Entranco
statements submitted to Jefferson County, it appears that
Entranco has been fully paid for the consultant services
provided by NT!.
Despite this, there remains a balance due from Entranco to
NTI, as of January 31, 1990, in the amount of $3,288.50. It
appears that there is no reason, at this time, why Entranco
has not forwarded payment to NTI to satisfy this account.
It is, therefore, hoped that Entranco will do so within the
next ten (10) days. If such payment is not forthcoming
within that period of time, or satisfactory arrangements for
payment of this amount are not made, I will recommend to NTI
that they take steps to protect themselves from non-payment
of this account.
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Very truly yours,
~~~
cr::-2 Miller
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Knebes, Miller & Richardson P.S.
ATTORNEYS AT LAW . A PROFESSIONAL SERVICE CORPORATION
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William G. Knebes
Craig L, Miller
Nathan G. Richardson,Jr.
401 E. Front St.. P.O. Box 550. Port Angeles, WA 98362
(206) 457-3349
April 2, 1990
Bruce Laurie
Jefferson County Public Works Dept.
Jefferson County Courthouse
PO Box J.220
Port Townsend, WA 98368
RE: NTIjEntranco Engineering
Dear Mr. Laurie:
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APR 0 3 1990
JEFFERSO:\i COUi\l-"
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I represent Northwestern Territories, Inc. (NTI) and have
been requested by them to investigate questions between NTI
and Entranco Engineering. To that end, it would be
appreciated if you could forward to me copies of all
requests for payments received by Jefferson county from
Entranco, and of all responses by Jefferson county to those
requests. Copies would, of course, be at my cost. Please
contact my office to advise me of the costs, and whatever is
necessary will be remitted to Jefferson county.
Thanks for your attention to this request.
Very truly yours,
rJ~6' /jJ;d-~
CrailJ L. Miller
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P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
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Gary A. Rowe, P.E., Dlrecror
Robert G. Nesbitt, P.E., County Engineer
May 2, 1990
Lynn Bruch
Bruch & Bruch construction, Inc.
228 Highway 101 West
Port Angeles, WA 98362
Ro: Upper Hoh Road, CR0749, Meeting of May 1, 1990
Dsar Lynn:
To summarize the above referenced mseting, it appears to me that we
cannot reach an agreement on some of the disputed items and therefore must
continue under thn provisions of Section 1.09-11 of the Standard
Specifications.
As we discussed, Jefferson County will proceed to close the project,
except aD provided in Section 1.09-11, in order to proceDs the final eDtimate
and documentation to re10ase rstainage.
As I stated in the meeting, the Pinal Estimate, Change Order Number 3,
and the Final Contract Voucher Certification that was forwarded to you along
with my April 9, 1990 letter contained payment amounts that included
adjuDtments baDod on our PebruDry 9, 1990 meeting. These changes were intended
to provide you with additional payment as nagotiated settlement for some of
the disputed itemD in an attempt to avoid the more formal proc.ss of claim.
under Section 1.09-11. This settlement offer was in no way intended as an
admission by Jefferson county that you ware entitled to any additional money.
It was made in the spirit of cooperation. Since we are entering in to the
process of claims, the Pinal EDtimate, change Order Number 3, and the Final
Contract Voucher Certification will be revieed to reflect the actual amounte
that Jefferson county has determined to bs due Bruch & Bruch at this time. I
believe this will provide better documentation of the diMputed amounts, and
improve the administration proceDs of any adjustments. The revised Pinal
EDtimate, change Ordsr and Contract Voucher will be propared and forwarded to
you in few days.
If you have any questiona, do not hesitate to contact me.
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Projact Coordinator
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XcI Ed Bsrschin.ki, Entranco Engineers
CRD749, Corres.
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1820 Jefferson Street
P.O, Box 1220
Port Townsend. WA 98368
(206) 385.9160
JEFFEfSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Gary A. Rowe, P.E.. Director
Robert G. Nesbitt, P.E., County Engineer
April 9, 1990
Lynn Bruch
Bruch & Bruch Construction. Inc.
228 Highway 101 West
Port Angeles, WA 98362
Re: Final Estimate, Upper Hoh Rd. Improvement, CR0749
Dear Lynn:
In response to your letter of March 3, 1990, I have
researched the contract documents, project documentation and
supporting documentation submitted by Bruch & Bruch to form the
following positions on the various items in dispute. I am under
the impression that Jefferson County and Bruch & Bruch
Construction are working on the final estimate. The items being
discussed should have been protested under Section 1-04.5 of the
Standard Specifications. However, in an attempt to resolve the
dispute in an equitable manner for both parties, my position is
as follows:.
Item No.1, Mobilization; The issue is the additional cost
to bond for the inoreased amount of the contract, not where
or how the bonding costs were originally bid. The
Speoifioations under Section 1-09.9, Payments, 00... Payments
will be made for work and labor performed and materials
furnished under the contaot acoording to the price in the
Proposal unless otherwise provided." Since there is no other
provision in the contract that is speoifically for the bond
costs, it is reasonable to assume that the bond costs or any
other fixed costs are distributed throughout the contraot
items' unit contract prioes and that the inorease in
quantity of the various items would cover any increased
fixed oosts. Therefore, no additional costs for bonding will
be granted.
Item No.2, Clearing and Grubbing; After reviewing the
staking notes, the supporting dooumentation submitted by yoU
and reviewing the Specifioations, the County will pay for
the Final Quantity of 9.9 Aores at the unit oontract price
as bid. This quantity inoludes all additions and adjustments
per change order No. 1 and the amount for additional tree
removal.
Page 1 of 4
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Items No. 4 & 5. Roadway Excavation, Including Haul, &
Unsuitable Foundation Excavation, Including Haul; The
Specifications for excavation and embankment ( Section 2-03
) are clear on what is considered Roadway Excavation and
Unsuitable Foundation Excavation and how it is to be
measured and paid. Section 2-03.4 ( Item 1 ) specifically
states how these items are to be measured and Section 2-03.5
specifically states the payment for Roadway Excavation (
Item 1 ) and Unsuitable Foundation Excavation ( Item 3 ).
Based on the Specifications, the neat line measurements and
adjustments calculated by Entranco, the quantities and
payment are based on the following;
Plan quantity, Roadway Excavation
Balance of additions/deletions
Subtotal: Roadway Excavation
Reclassification of Roadway Ex.
to Unsuitable per Entranco
18.132 cy.
664 cy.
18,796 cy.
(1,329 cy. )
17,467 cy.
8,621 cy.
1,329 cy.
9,950 cy.
27,417 cy.
TOTAL Roadway Excavation
Unsuitable Foundation Excavation
Reclassified Roadway Ex.
TOTAL Unsuitable Foundation Excavation
TOTAL EXCAVATION
The above quantities will be paid at the unit contract
prices for each of the items involved.
Item No.6, Borrow Excavation, Including Haul; The ~vents
thst led to Tom Morello of this office notifying you by
phone prior to the bid oponing, by our documentation are not
clear on what was meant by the term "Gravel Borrow" as this
contract does not contain this Item. It seems to me that two
items could be interpreted to mean "Gravel Borrow" as used
in this instance. One is referring to Gravel Base and the
other is as you suggested and by your statements assumed it
meant, Borrow Excavation. The following facts are present to
help interpret the way this Item is to be measured and paid.
At the time of the inquiry and subsequent notifioation to
all bidders, Winfield Pit was not a source of Borrow
Exoavation, but was a source for Gravel Base, and nothing in
writing, prior to the bid or after award or through out the
life of the oontraot modified Soot ion 2-03.4, No.1, of the
Standard Specifications on the method of measurement for
Borrow Excavation. In addition since Winfield Pit did
eventually end up being the source of Borrow Excava~ion and
Gravel Base, it got both confusing and convenient to keep
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track of both as truck measure. However the fact remains
that the contract was never expressly modified and that the
Borrow Excavation shall be paid in accordance with the
Specifications. This means an adjustment to the truck
measure to the original in place density will be made to the
final quantity.
Item No.7, Embankment Compaction; Embankment Compaction is
paid by "the in place neat line measurement" and additional
payment is due you based on the total excavation quantity
outlined above due to the "balanced" earthwork of this
project, meaning the amount of total roadway excavation
equalled the total embankment.
Item No. 12. Structure Excavation, Including Haul; This Item
included the haul and as stated in Section 2-09.3(1)D, the
last paragraph, "If the contract includes structure
excavation, Class A or B, including haul, the unit contract
price shall include all costs for loading and hauling the
material the full required distance." Based on the
Specification. no other compensation is due.
Item No. 14, Gravel Base ( Truck Measure ); The total final
quantity based on an average load of 17.5 cy. and a tally of
all submitted and verified truck tickets is 23,914 cy. The
final payment will be based on this amount at the unit
contract price.
On the subject of "Pit Stripping" I still do not recall
telling you to not include pit stripping in your bid for the
Items included in Addendum No.1. I do recall talking to you
about the stumpage fee and that the half acre, more or less,
would have to be stripped in order to produce the material in the
Items in Addendum No.1. Although I cannot find any record of the
contents of the conversation, I believe that you may have
misunderstood what I intended to convey to you. That was, since
there is no Item for Pit Stripping in the contract or Addendum
No.1, include the cost of the stripping in the unit costs of the
various Items involved. The reason I believe this, is that I am
consistent in telling all bidders the same thing and to bid the
project as it is presented in the proposal and any addenda. 5ince
no item for "Pit Stripping" is included in the contraot, Sections
2-03.5 and 4-02.5 apply, and no additional compensation is due
under the contract.
Finally, the following Items are to be included in the final
estimate. Payment for Item No. 30, Ditch Exoavation, Including
Haul in the amount of $616.00 due Bruch & Bruch, and payment due
the County for pit stumpage based on the final Quantities of the
Borrow Exoavation and Gravel Base.
Based on the above position, and subjeot to final cheoking,
the amount of the final estimate is shown in the following
summary.
Page 3 of 4
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Summary:
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4
5
6
7
14
30
. Subtotal
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Item
Description
Balance Due
Clearing & Grubbing
Roadway Excavation
Unsuitable Foundation Exc.
Borrow Excavation
Embankment Compaction
Gravel Base
Ditch Excavation
11,427.60
6,631.46
5,387.61
(1,084.24)
4,744.03
6.141.55
616.00
34.064.03
TOTAL DUE BRUCH & BRUCH
100
Pit Stumpage Reimbursement
(1.257.12)
$32.606.91
I believe this represents a fair and equitable final
payment. If you agree, please endorse change order No.3, sign
the ~inal estimate and execute the final contract voucher
certification so the County can process payment and complete
project closure. .
~SinCerelY'
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ruce rie.---
Project Coordinator
xc: Ed Berschinski. Entranco
CR0749. Carras.
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WASHINGTON STATE {
DEPARTMENT.OF II': --
TRANSPORTATION ~
HEADQUARTERS
FI'NA.! ONTRAc;T. .vOUCHER' CERTIFICATION
DIHClSCl
CONTRACTOR BRUCH & BRUCH CONSTRUCTION, INC.
ADDRESS 228 HIGHWAY 101 WEST
CITY PORT ANGELES. WA STATE
WA
4-10-90
DATE
934207
Slate Project Number
CR0749
Federal.Ald Project Number
Job Description (TItle):
UPPER HOH ROAD. M.P. 0.33 TOl.80
DATE WORK COMPLETED:
13.,21-89
FINALAMOUNT$ 3J,166.56
CONTRACTOR'S CERTIFICATION
I, the undersigned, having first been duly sworn, certify that the attached bill Is a proper charge for work performed and
material furnished to the State of Washington; that the same or any part thereof has not bean paid; and that I am authorized to
. sign for the claimant; that In connection with the work performed and to the best of my knowledge no loan, gratuity or gift of
money In any form whatsoever has been extended to any employee of the Department of Transportation nor have I rented or
purchased any equipment or materials from any employee of the Department of Transportation; I further certify that the attach.
ed final estimate Is a true and correct statement showing all the monies due me from the State 01 Washington under this con.
tract; that I have carefully examined said .flnal estimate and understand the same and that I hereby release the State of
Washington from any and all claims of whatsoever nature which I may have. arising out of the performance of said contract,
which are not set lorth In said estimate.
x
(CONTRACTOR'
Subscribed and sworn to before me this
daYDf
19_
x
Notery Public In and for the State of Washington,
residing at
DEPARTMENT OF TRANSPORTATION CERTIFICATION
I certlfv the attached flnol ..tlm.te to be baled
upon actual ",allurements. and to be true Ind
correct. APPROVED DATE
x
x
DI&TfUCT ~OMIN'aT"A'oR
ENGINUR
HEADQUARTERS USE ONL V
Date of
Acceptance
By X
INSTRUCTIONS
This Final Contract Voucher Certlflcallon Is to be prepered by the Engineer and the original and flrat copy forwarded to Head.
quarters lor acceptance end payment.
The Affidavit of Wagos Paid must be prepared by the prima contractor, all subcontractors and all aubcontractor's agsnts and
lorwarded with the Final Contract Voucher Certlflcstlon.
Contractors Claims, If any. muat be Includod and the Contractors Certification muet be labeled Indicating a claim attached.
DOT 'OAM 13..U6
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MONTHLY CONSTRUCTION ESTIMATE
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ENTRANCO ENGINEERS, INC.
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Project Nama:
Contractor:
-Address:
Ownor:
PayPorlod:
'UPPER HOH RIVER ROAD
BRUCH & BRUCH CONSTRUCTION
228 HIGHWAY 101 WEST. PORT ANGELES. WA.
JEFFERSON COUNTY
Page ~ of ,2-
Dato: Aoril 5. 1990'
Estlmato No.: seven
ProJocllConlract No.:
Original Contract Bid Amount:
Curront Contract Bid Amount:
98362
CRO 749
$435,641. 40
$553,340.76
December 1. 1989
to April!i 1 qqn
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TOTAL AMOUNT TOTAL DUE
. TO DATE PREVIOUS AMOUNT THIS ESTIMATE
A. 1I0ms (soe at~;~o,!ll..~+.. D. + 1:,,,. ' 6~~,~~~.~~ 6~~.~~~.;~ ~~,~~~.~~\
B. Salea TalC at ~~ - -
C. Total Contract Amount Duo IA. plul B.) 658.195.67 625.38B.76 32,806.91
D. Leu Rotalnago I -L % of A.) (32.909.78) (31,269.44\ (l 640.35\
E. Amount Duo Contractor (C. minus D.) $625.285.89 594.119.52 31 166,56
I HEnEBV CERTlFV THAT THIS IS A TRUE AND
CORRECT ESTIMATE: THAT THE WORK WAS
ACTUALLV PERfORMED AND MATERIAL
~~~N~~~~J. AND THAT TtlE AMOUNT IS .lUST
I HAVE REVIEWED THIS ESTIMATE AND BELIEVE IT
TO Ot TRUll AND COARECT AND AICOMMEND
PAVMENT OF SAME.
APPROVED:
~ . J . L' ~/-IO -Lto
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Own.,
JEFFERSON CO.
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C8~'lr~1t' & BRUCH
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.... ..... WAlHtHO'ON IOULIVAAO H.t.. _..~ND. WA ..u
all. .IAlnl.,."" ...tIOHAL DAN" IIUtLIMNQ 1...1......
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Pov .E.Ue.te liD. 7.nd Fin.l ,for ,theperiDd endinq' April .5, 19B9
CDUNTYRDAD ND.914207,1IP ,0..110111' J.BO
JefferlDn CDunty IlD.d Projectlla.1C1l0749
EntrantD .PrDjectNo.J '1-119035-20
CDntrattlll':Brw:h and JrllJ:h
.!lEIINO.
ITEII DEstRIPTlDN
I llOatLIlAlIlltI
I 2 CLEARING ANDGRUDBING
3 REllOVE TEtlPDRARYSTRIPING
~' 4 RDADIlAYEXCAVATlIlll INCL.HAUL
'- f' S'--UN5IIIT. FDUHO.EXoIIICl..HAUL
. 6
.7
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fl12
113
14
15
16
17
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19
20
~,!I
22
23
124
25
26
27
I 28
CD. 1/29
CO.I/30
CO.I/31
CO.2/32
NFW 1M
J..S.
ACRE
L.F.
C. y.
C.V.
DORRDNE1CAV. JllCL.NAUL C. V.
EllBAHKllEHT COllPACTlDN C. Y.
DUARRY SPALLS lON
ALUll.CULVERT PJPEIS' L. F.
ALUIl.CULVERT PIPE 24' L. F.
ALUH.CULVERT PIPE 42' I..F.
STRUCTURE EX;CL.IINCL. HAUl." C. V.
GRAVELDACKFILL PIPE SED. C. y.
GRAVEL BASE I1RUCK llEASURE) C. V.
CRUSHED SURFACE 101' COURSE10N
ACP CLASS B . - 10N
IIIIlER IlGAL
SEED, HULCH,fERTlLIlER ACRE
lEllPDRARY STRIPINO loF.
SPECIAL PAINT STRIPE L.F.
LANE "ARKER TYPE 2 HUNO
PERIlANENT SIBHIN& L. S.
PILOTED TRAFfIC CONTROL HOU~
TRAFFIC CONTROL LASOR HOUR
CONSTRUCTION SI8NB CLASS A a.F.
\lAINT. ~ PROTECT. OF TRAFFIC L.S.
TRIH"ING AND CLEAllUl' L.S.
PAINTED DRAIHAOE llARKINO EACH
ALUll. CULVERT PipE 30' L.F.
DITCH ElCAVATlDIl INC. HAUl C. Y.
mCE STRmSED BIlAVEL C. Y.
OEOTEITILE FABRIC M.
COUNTY REI~RURS"T NINFIELD PIT C. Y.
PilqE' 2 of J,
EST111ATED QUANTlTY PERCEHT TOTAL MlDlINl
UNlT QUANTJTY UNIT PRICE IODATE COtIPLETE TO Dm
PREV!C1Ig
r.tluUIl~
DUAl/lIlY AHOUMT DUE
lHIS EST. THIS E51111ATE
i $19,500.00 J.O(I 1('0: 1IQ,~QI).(!t' tl~ ,S(,~,.I:.I 0..00 1('.0('
9.5 :~,340.00 9.90 1047- 152,665.99 1~I,Cu.4':' ~.H SIt, 427 . 59 i
7.650 0.03 ',,650.0(1 100: t129.5il ':!~1.'~{' 0.0, '0.00 I
JB,OOO 2.20 :11,467.00 91% I~O,~n.4r) j~I,7'?~.~7 ~.OI4.11 1.,631..40
7,000 4.70 9.,950.00 142X $46,7hS,IVI 111t ~"'. ~'I 1.IH.lll 15,3B7.61 1
9.,000 5.65 10,921.00 12n Jb'l,JOj.t.S 16:'. 1tJ'.~; tnl.901 111,OB4.24)
21,000 0.65 21,4t7.00 1027. $I7.,B2(,.('5 IIJ,On.I!, 7,29B.51 $4,744.03
.17.5 35.00 17-.50 1007. "al:!.'~I) 'S6Ii. ~I:' 0.00 10.00 ~
,120 16.10 l~~.OO 1('4: f2,(112.5{\ J~II(tl'2. S.'. 0.0(' 10.00 <
2B4 23.00 294.00 104~ 16.7.2.(10 rb,7~~.tl~1 0.00 10.00 I
I
13& 43.00 m.oo lOOt 15.949.00 '!;,Co1e,!,v (1.00 10.00 i
444 '11.00 629.60 1m tb.92~.60 '10,925. .0 fl. 00 '0.00
72 16.20 220.90 ~(l72: f3.51B.5~ '1:;,57a.~E 0.00 10.00
9,350 5.65 23.914.00 25.~ S135,114.10 jl~etq72.~'~ I.OB7.(10 16.141.~5
4,200 9.25 4.800.0(' 1141 U4,4fIO.OO 144,'('0.00 ';'.1,0 10.M
4,100 40.00 3,994,30 ,57- ~1~5, 172.00 rt~5, 71:. CO 0.00 10.00
310 15.00 59.50 19: '892.50 .992. 5';' V.(IO '0.00
4.50 1,050.00 ..50 1m 16,025.00 t6,6~~,l'l;t (1.00 10.00
7,,650 0.01 7,.50.00 1007. 1211.50 fn'l.51~ 0.00 '0.00
46,000 0.10 24,'00.00 .-. $2,440.00 12,'4('.0') ('.60 '0.00
-,.
1.10 290.00 1.5. I~~'~ IIJI.90 ":;..B') Ii. 00 to.OO .
1 B70.00 1.00 looX 1970. (10 teiC\.OI" MO '0.00
200 26.50 394.50 tm SlO,451.25 fl'\t4~~.~S 0.00 10.00
1,600 19.5v 2,397.00 1m 144,15'1.5(' U411S~,~I,' 0.00 10.00
200 2.00 136.50 IbBX tL7~.(t:1 Sl7J.!'" 0.00 '0.00 -
I 850.00 1.00 11\01 SO~O. 110 105(,.(11:' 0.00 10.00
1 1,500.00 1.00 101)7. '1,500.00 .1 t~C.(I.I.":\ O.(I~ '0.00
IB 3.00 16,00 091 '40.0(' l4e.(,fl ('.00 '0.00
5. 2UO 62.00 1157. lI,m.('~ II ,~26.~{) 0.00 to.OO
136 R.OO 783.00 23~1 '.,264. QQ .~,'4e.Q~ 102.00 SB16.00
50 S.511 5D.00 1001 m5.0~ f4~~.I)C' ~.OO .~.OD
6,000.00 1.2~ 10,972.60 1m 11', 715. 7~ .t1~. 7t~.'5 \\.'JO '0.00
30,000 1~,QOI ::4,835.00 116~ U!I.3~J.~1)1 In:',09~.:R' 1,~96.90 It! ,257.121
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ENTRANCO ENGINEERS, INC.
Sheel---L..Of ---L- Change
.5115 SEATTLE-FIRST .....t1QN&1. BAM[ SUI1.DlNG aoGl2$B.e2D2 Order
1002 HEWITT AVENUE. EVERETT. iliA 8I2D1
Dale Apr, 5. 1990 N=- 3
CHANGE ORDER
IBl Ordered bv.e~ undeflerms ot S8ct1On 1~ .. Pro,ecl No. 89035-20
otthe Standard ~'atlQn:a
. ConIlaCl No, CR0749
0 Change proposed .by Contractor "
Bruch & Bruch Construction To: Bruch & Bruch Construction
Endorsed Bv 228 Hichwav 101 iN,
Contraclor F,nn N4me
Port Anceles, WashinctDn 98362
Signalure Da,o .
Sign Route: County Road No, 914207
Tille; Federal A.dlUAB No:
project Title: Upper Hoh Road
Conaent II/lien by Surely: (When ReqUired)
By,
Anorne)'--In-FlIC' Da,o
DESCRIPTION OF WORK
You are ordered to perform the follOWing liescnbed work upon receipt of an approved copy 01 the change order:
During construction of the roadway, the Contractor continued to encounter subgrade that could
not adequately support the typical traffic loads without yielding, These areas had to be
excavated and replaced with fabric and gravel base, Additional soils analysis by the County
required the planned depth of gravel base be Increased to help prevent roadway failure in the
future. Additional drainage improvements were also required as necessitated by field
conditions. Foundation conditions required additional construction fabric. The above elements
required additional traffic control needs.
The purpose of this change order is to adjust the estimated quantity of several bid items to more
accurately reflect the actual quantities resulting from the conditions described above. which are
presented in the final payment estimate,
Payment for items indicated remains the same unless specifically changed via negotiations with
the Contractor and reflected in this change order,
No additional contract time will be granted as a result of this change order.
All wo,lI,mltemlls and mOSIiUfomenllo be In ftc:co'dan~ wllh Ihe P'O"'''10nt of the SI.IJndurd
Specdll;allDnl and Spucuu P,Dl.IlIlon. lur the type 01 construction ,n'o'OI"l1d
ORIGINAl. CONTRAC'T CURRENT CONTRACT ESTIUATED NET CHANGE ESTIMATED CONTRACT
AIoAOUNT AIoAOUNT THIS ORDER TOTAl. AFTER CHANGE
$ 435.641.40 $ 553,340,76 $ 137.917.50 $ 691.258.26
Aucomnwnd8d FOf APPfDlI.' 8V.
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ENTRANCO ENGINEERS. INC. Contract
Sheet ~Ol ---L- Number CR0749
51' su:rn.E -FIRST NA1'IOIllAL &uIJ( .BrUI.DING -..........
UIG2 HEwrrT AVEUUE. lEVERETT. WA 8a111 O1ange Order
Dam ADr, 5. 1990 CHANGE ORDER Number 3
ITEM UNIT UNIT ESTIMATED ESTIMATED
NO, DESCRIPTION MEAS- FIlICE QuANTITY AMOUNT
. URE CHANGE CHANGE
5 Unsuitable Foundation Excavation Including C.Y. $4.70 (+) 2.950 (+ 1$13.865.00
Haul
6 Borrow Excavation Including Haul C.Y. 5.65 (+) 2.000 1+) 11.330.00
14 Gravel Base C.Y. 5.65 (+) 14.650 (+) 82.772.50
23 Pilo1ed Traffic Control Hour 26,50 (+) 200 ( + ) 5.300.00
24 Traffic Control Labor Hour 18.50 (+) 800 ( +) 14.800.00
C01: Ditch Excavation C.Y. 8.00 (+)450 (+) 3.600
30
C021 Geotextile Fabric S.Y. 1.25 ( + ) 5.000 ( + ) 6.2.';0.00
32
TOTAL $137.917.50
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Washington State
Department of Transportation
Transportation BUildIng KF.01
Olympia WashIngton 98504.5201
(206) 753-6005
Du.ne Berentson
Secretary 01 Transportation
APR 0 6 1990
JEFFERSON COUN-,
II~I If' ,^,n~K~ nl=f'"
April. 3. 1.990
Mr. Bruce Laurie
Dept Publ.ic Works
Port Townsend, WA 98368
Re: Bruch & Bruch construction, Inc.
Reconstruction Upper HOB Road
Dear Mr. Laurie:
In order to assure that contractors engaged in construction projects
for the Department of Transportation are sUfficientl.y qual.ified,
requirement l1ave been establ.ished by RCW 47.28.070. (copy attached)
which provides the criteria for prequal.ification. Your assistance is
requested in carrying-out our responsibilities in the prequal.ification
process.
The referenced firm has requested prequal.ification to bid on highway
work for the Washington state Department of Transportation. To assist
us in judging this contractor's qual.ifications, we woul.d appreciate
your answering the fol.l.owing questions regarding your experience with
that firm on work performed for you. We wil.l. endeavor to keep such
information you provide confidential., however, we must advise that it
may be subject to public discl.osure.
Please furnish the information requested herein and return this letter
to us at your earliest convenience. Please indicate your evaluation
of this firm's qualifications by making a check mark at the right of
each term which you feel conforms best to your evaluation of your
experience with the firm in the respects shown.
PROGRESS OF WORK:
Excellent
satisfactory
Marqinal
UnsatiSfactory
( )
.....- , ( ...;--
Comments: CI')~I"'AI4t:?'t!>lL ~1-€ "70 ~'7?0~ ~A4I""/HI'. 2-
,~,~s L""""L., tLJN,l:,H ~AD "'OY7eAJ1f7J1JL 7"1'J r~L' ~de.~"
.t)A1 ~, ~ A1"~.I'~'" 41..1~ ..t'} ~.d,.,.~J f' AJrlfJ"'iJ~A.. .N'~wLV~Jt.
t:Ollrrtf,4c 7'Il A n..Jelfl! ~ JOd "'~"""'.n ~L' IU/\AIt:. -P1t:t ~N"t,'"
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Page Two
QUALITY OF WORK:
Exce~lent
satisfactory
( )
(...r ..,.
Comments:
At.
~
Marginal
Unsatisfactory
ADMINISTRATION/SUPERVISION/MANAGEMENT:
Exce~lent
satisfactory
( )
( ..r-
COORDINATION AND CONTROL OF SUBCONTRACTORS:
Exce~lent
Satisfactory
( )
( ..y-
Marginal
Unsatisfactory
Marginal
Unsatisfactory
Comments: /J...n..._""''nI~ PIt1IO 7b -PL
~A""'~ ~47'~""~O "'~:Ik>c,l-o OIV
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01\1 ?4.0 T'AZ'5r1!1? tJIJOtltK... (..cJ#,~
PI2O~e.e:r C.'-OSvlC e
List Project Manager and superintendent and grade their effectiveness:
Ly,,-v .8~
- / A?aJ,....'7' tl--lAAJ 146'-11
1t.,c_..,IUJ..&6 '7"0
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~.rw ~~ECtI=1O<1T'~d,.JS
UII1S GAtI~Le1 d~l!,.,a~ ,AJ
05'A'r'/5 ~At:.1DII!Y
Is the firm's equipment owned ( ) or leased ( ) ?
Condition of equipment ownod by the firm:
Excellent
Satisfactory
( )
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Marginal
Unsatisfactoxy
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Page Three
In order to ascertain the demonstrated expertise of this firm, please
indicate the type(s) of work performed for your organization and the
approximate dollar amount(s) cer Droiect.
PLEASB EXCLUDB SUBCONTRACTED WOU UD/OR WOU PERFORMED BY '1'BB JOINT
VENTURE: PARTNER (S)
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( -t' 1. Clearing, grading and draining $ 470~ "
(-r 2. ~ .l b' I .-. placing of crushed materials $ 44,000
( ) 3. Bituminous surface treatment $
( ) 4. Asphalt concrete paving $
( ) 5. Cement concrete paving $
( ) 6. Bridges $
( ) 7. Buildings $
( ) 8. painting $
( ) 9. Electrical $
( ) 10. Miscellaneous - Please specify projects $
and title in space provided below.
*Superstructure or substructure. In the space provided under
Miscellaneous or on a separate sheet, please identify what
specific portiones) were performed. (Include type of bridge.)
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Page Four
If there are any other projects completed by the referenced firm for
your organization, please provide as much detailed information as
as possible on those projects.
Prepared by
Title
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Phone
A stamped, self-addressed envelope is enclosed for your convenience in
replying.
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Very truly yours,
~&:~CK
(' Prequalification Engineer
(FAX '206-753-2149)
1 Enclosure
as stated
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EXTRACT
47.28.070 Form of bid---Data required---Requirements---Refusal
to furnish form---Appeal.
Bid proposals upon any construction or improvement of any state
highway shall be made upon contract proposal form supplied by the
department and in no other manner. The department shall, before
furnishing any person, firm, or corporation desiring to bid upon any work
for which a call for bid proposals has been published with a contract
proposal form, require from the person, firm, or corporation, answers to
questions contained in a standard form of questionnaire and financial
statement, including a complete statement of the financial ability and
experience of the person, firm, or corporation in performing state
highway, road, or other public work. The questionnaire and financial
statement shall be sworn to before a notary public or other person
authorized to take acknowledgment of deeds, and shall be submitted once a
year and at such other times as the department may require. Whenever the
department is not satisfied with the sufficiency of the answers contained
in the questionnaire and financial statement or whenever the department
determines that the person, firm, or corporation does not meet all of the
requirements set forth in this section it may refuse to furnish the
person, firm, or corporation with a contract proposal form, and any bid
proposal of the person, firm, or corporation must be disregarded. In
order to obtain a contract proposal form, a person, firm, or corporation
shall have all of the following requirements:
(1) Adequate financial resources or the ability to secure such
resources;
(2) The necessary experience, organization, and technical
qualifications to perform the proposed contract;
(3) The ability to comply with the required performance schedule
taking into consideration all of its existing business commitments;
(4) A satisfactory record of performance, integrity, judgment, and
sltills; and
(5) Be otherwise qualified and eligible to receive an award under
applicable laws and regulations.
The refusal is conclusive unless appeal therefrom to the superior
court of Thurston county is taken within five days, which appeal shall be
heard summarily within ton days after it is taken and on five days'
notice thereof to the department. (1984 c 7 , 1691 1967 ex.s. c 145 , 391
1961 c 13 & 47,28.070, Prior: 1937 C 53 , 351 RRS & 6400-35.)
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Fax No. (206) 827-7338
FACSIMILE TRANSMITTAL
Date 4-b- 90
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MONTHLY CONSTRUCTION ESTIMATE
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ProjoCI Name: UPPER HOH RIVER ROAD Dato: Aori1 5. 1990' Pago 1 of 2
Contractor: BRUCH & BRUCH CONSTRUCTION Estimate No.: seven
Add ress: 228 HIGHWAY 101 WEST. PORT ANGELES. ~IA. 98362 ProjocVContract No.: CRO 749
Owner: JEFFERSON COUl-lTY OrigInal CORtract BId Amount: $435,641.40
Pay Porlod: D~c'embe- 1. 19R9 to April 5. 1qgn Curront Conlract aid Amount: $553.340.76
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TOTAL AMOUNT TOTAL OUE
. TO DATE PREVIOUS AMOUNT THIS ESTIMATE
A. Itoms (500 Ol~;~o~l"_+,, o. + 1:.." 6~~,~~~.~~ 6;~,~~;.;~ 32,~~6.91
e. Salea TalC at -L'lII -
C. Total Contract Amounl Cuo (A. plus e.) 658,:'95.67 625,388.76 32,806.91
C. Less Rotolnogo ( -L % 01 A.I (32,909.78) (31,269.44) (1.640.35)
e. Amount Duo Controctor (C. minus O.l $625,285.89 594 119.52 31.166,5/;
I HEREBV CERTIFV ntAT THIS IS A TRUE AND
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I HAVE REVIEWED THIS ESTltolA TE AND BELIEVE IT
TO BE TRUE AND CORRECT AND RECOMMEND
PAVMENT Of SAME.
APPROVED:
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ENTRANCO ENGINEERS, INC. Contri'ct
Sheet ....L.Of -L- Number CR0749
SUI SEATTI F.,~IRSTHA1lON"'L BANK aUILOCNO (21)6126A'&U:.!
1602 H&WlTTA\lENUE, MAtrr. WA &820t Ch.n~e Order
Dale Aor.5. 1990 CHANGE ORDER Number 3
ITEM UNIT UNIT ESTIMATED ESTlMATEO
NO, DESCRIPTION MEAS, PRICE QUANTITY AMOUNT
lIRF CIol^NGE CHANcr
5 Unsuitable Foundation Excavation 'Including C,Y. $4,70 ( +) .2;950 (+ ) $13.865.00
Haul
6 Borrow Excavation . Including . Haul C:Y. 5.65 (+) 2.000 (+) 11.330.00
14 Gravel Bsse C.Y. 5,65 ( + )14.650 (+) 82,772.50
'23 Piloted Traffic Control Hour .26.50 (+)200 ( + ) 5.300.00
24 Traffic Control Labor Hour 18:50 (+) 800 (+) 14.800.00
COli Ditch Excavation C.Y. 8.00 (+)460 (+) 3.600
30
C02J Geolextile Fabric S,Y, 1.25 ( + )5.000 (+ ) 6.250.00
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:(!..J< TOTAL 5137.917,50
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Date APr. 5. 1990
CHANGE ORDER
Change
Order
Number
3
516 S~1TI.E.fmST NATtONAL BANK BUlLOING(2OftJ 2~tI.(I2Ul!
1802 HEVim AVENUE, EVGRETT, Wit. M201
IBI Ordctod by engineer under ,tarIM of Saclion ..a.,A
of the Standard SpecijlC8hons
Project NO, 89035'20
CI Chonoepr_ by CanI'..lOr
COnlfacl No. CR0749
EndaIsed Bv: filruch & Bruch Construction
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B,u"h & B'uch Construction
22a Hiohwav 101 W,
Port Anaeles. Washinaton 98362
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Date
Sign ROUle: Countv Road No. 914207
I"ederll1 AidlUAe No:
Project ,TIlle: UDDer Hoh Road
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CofJ.cml given by SUtOtY:' (When Rtulu;I'.x:IJ
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DlESCRlPTIONOF WQAK
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During construction 01 the roadway. the Contractor continued to encounter subgrade that could
not adequately support thetypicaJ traffic loads without yielding, These areas had to be
excavated and .replaced with fabric and gravel base. Additional solis analyeis by the County
required the planned depth of gravel base be Increased to .helppreventroadway failure .In the
future. Additional drainage Improvements were also required as necessltaled ,by ,field
conditions. Foundation conditions required additional construction fabric. The above elements
required addltionlllltrafflc controlneeda,
The purpose of this change order Is 10 adjust the eetlmsted quantity at several bid items to more
aoourately reflect the actual quantltlea resulting from the conditions described ,above. which are
presented In the final payment estimate.
Paymenl for items Indicated remains the same unless specifically changed via .negotiations with
the Oontractor and reflected In this change order,
No addlllonal contract lime will be granted as a result of this change order,
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All work, rMla,wl. ftnd tt1Ulur.mlnlto be "" Ucoc.ordlncll wllh Ihe PloYfllon. at lh. St.ndard
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F$C No. (206) 827-7338
FACSIMILE TRANSMITTAL
Date 4-10- 90
PLEASE DELIVER THE FOLLOWING PAGES IMMEDIATELY TO:
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MONTHLY CONSTRUCTION ESTIMATE
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98362
Date: ADril 5. 1990'
Eatlmate No.: seven
ProJlICVContrect No.:
OrigInal Conltact BId Amount:
eurront Contract Bid Amount:
Page 1 of 2--
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Pro)lICl Name:
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Pay Period:
UPPER NOH RIVER ROAD
BRUCH & BRUCH CQfiSTRUCTION
228 HIGHWAY 101 Wl:ST. PORT AHGElES. WA.
JEFFERSON COUNTY
()pr.'Pii.be- L 1989 10 I\prtl ~ lqqn
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TOTAL AMOUNT
TO DATE
PREVIOUS AMOUNT
655.483.14
TOTAL DUE
THIS ESTIMATE
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32
.91
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C. Total Conllact Amount Cue (A. plUI B.)
D. L.I. RatallUlge ( -L'l'o of ....,
E. Amount Due COntractor (C. mlnua D.'
658,:95.67
(32.909.78)
$625 285.89
625,388.76
(31 269.44
594 119.52
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6 8Oit1OII E'CAV. 11lCl..1ItoltL C.Y. '.000 S.&:! l~,m...o 1211 1&1, 7~.. 6~ 'G~.;8'.f: (J~1.?01 111,(-84.2"
1 E/lll.ltEIlf OOIfAClI. C. y. 21,000 0.65 ' 27.417.00 1021 '17,821.~5 113.07~. C2 7.2;8.:51 '4,744.03
. GtJMAY SPAUll Ill. 11.5 35.0~ 17.~ Ill'lt '612.!1 '6JZ. ~~. 0.00 Ill. 00
. , ALl'. CILVEIl1'''PE IS' L.f. 1:0 16.10 125.0' H'U t2.0J2.~(1 '2.m.5'~ (I.~ ~.1Hl
III. A1.UIl. CllLVEJll PIPE 24' L.F'. 284 :'.00 2'14.00> I?OX 16.761.9C 46. 7~2. ('1 ~.OO 10.00
II AI.\II. tULvur PIPE 42' L.f. 130\ 41.OU 136.00 ,eat 15,~IB..~) IS,U&.N' f). XI 'O.W
'"2 STll1JCTlJIl( EI.Cl.. UCL. IWl. C. Y. 444 1t.0Cr m.1lO 1421 16.925.66 .&.~~..) c/.)I} 10.00
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16 <ICP CLASS . TO~ 4.lot '~.OO 3.t'l4.JO 15t 'IS',771.90 fI~51 11:.t(1 fJ..' 10.GO
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i'l SPECIAL PUNT BIRlPE L.F. 16.~0 0.10 2',16M'O 5:1. 12.U(..OP n.'I~.r,1 O.GO fO.1IO
21 LAIlE IlMrEA TYPE 2 ItINt 1.10 28M(' 1.56 1l2~ 11:1.9-: "".e,l 11.06 '6.00 .
i2 PEIltlItlIIENT &llItlllli L.S. I 870.1)1) 1.00 10('1 187MIl m'~.o~ 1).00 10.00
n PILOrED TRAmC COMlllOl. /lGUTt 100 26.50 :s".~ 197~ 1l~,'SI.2! m,m.2:0 ..<1\1 *0.01
n, IAtlflC [JJIJIRill L<l90A HO~ I.IM 18.50 2,S87.00 1491 14I,I5'I.~~ Ul,15?5',1 ('./lO '0.01
2S CONSlRIICll1IN 31111t a.ASS A S.f. 210 2.00 1$6.50 1m m:.O) "1J.~' (.~ '0.00
26 MIMI. , I'tOlm. OF TAAfflC 1.5. I I'5MO 1.1lcl h')~ 18!0.0~ 'il~'.N C.C) 10.M
27 TR'M"JIIll AIID Cl.lAllUP L.S. t 1,500.00 1.00 1"01 1l.5'lI',u~ '115\o(t'~"1 o.frl 40.00
.211 rAIl rEI lAA11lA1l1lAllC11Ii EAtH I. J.C<O 16.00 9" 118.00 f4e.foI' (1.00 10. OIl
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tl.li30 DUCN EKAV6T:811 lIE. IlAlI. C.t. m. '.00 791.00 2m 16. 264. M .~,41'.~ 102. Of 'Utl.eo
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INEW I^l' COUIl'Y AWl81lfSllr 1f1!lf'tLD PIT C.f. JO.~~ (~.,,)) ~,~~l.~ IIU ttJI.151.~O) "~,M4f:r;t 1,196.81 CtI,257.121
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U206 827 7338
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ENTRANCO ENO.
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1102 "'Svnn'AVI!:NtJe. EvS"ITI'. WAiCaOl
Oatil Aor. 5. 1990 CHANGE ORDER Number 3
~ Ordcrod by Engineer uncJIr t..m. 01 8Klian 1-04.. PrOject No. 89035.20
at ~ Stal')dard Speciheehuns
Convect No, CR0749
lJ CN,. "'__Iltr ConI1oclo<
EndDIsed Ily: Bruch & Bruch Construction Tu: S'U"" & Bruch Conslruction
ConlrM:tof FIrm N.mfi, 228 Hiohwav 101 W,
Port Anaeles. Washinoton 98362
Sign.,uro - 0;;---
Sign Route: . Countv Road No. 914207
Tit_ Federal AidAJAIl No:
project T,IIe: UDDel' Hoh Road
ConlOnllli".., by SunlIY" (lWlen Ri>quj_J
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DESCRIPTION 01' WORK
You are ordered 10 potforn, the follow,ng d....".1>ed _ upon '''''''Ipl 01 an lIllP'oved copy of Iho change order:
During construction of the roadway. the Contractor continued to encoonter subgrade that could
not adequately support the typical !rattle loads without yielding. These areas had to be
excavated and replaced with fabric and gravel base. Addllional soils analysis by the County
required the planned depth ot gravel base be Increased to help prevent roadway failure In the
Mure. Additional drainage improvements were also required as necessitated by field
conditions. Foundation conditions required additional construction fabric. The above elements
required additional traffic control needs.
The purpoae of this change order Is 10 adjustlhe esllmsted quantity of several bid items to more
accurately renect the actusl quantities resulllng from the conditions dellcrlbed above. which sre
presentetlln the final payment estimate.
Payment for items Indlcsted remains the same unless specifically chsnged via negotiations with
the Contractor and reflected In this chsl'lge order.
No additional contract time will be granted as s result of Ihls change order.
AN wen. mata,LaI. And tnuuurem.nl to be ./\ ucco,danctI .fth tho P'CM1ion. 0' tha SIM'KSwd
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MAOUNT
CURRIiNT COlImACT
AUOlJI/T
COllMATED NET CHANG'
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$ -1-37.&17.50
liGTlWoTm OONllUCT
IOTAI. ~ CHANOI!
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$ 435.641,40
$ 553.340.76
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6I*I.....i-0I ~ Number CROl49
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1602 ttlWfn' ............ MAm. WA 1a0f Ch.ngeOrcler
Dale Aor. 5. 1990 CHANGE ORDER Number 3
ITEM UNIT UNIT ESTIMATeD ESTIMATED
NO. DESCRIPTION MEA$- PRICE QUANTrTV AMOUNT
(IRF CIMNG' CHANGe
l5 Unsuitable Foundation Excavation Including C.Y. $4.70 (+) 2,950 (+) $13.865.00
Haul
6 Sorrow Ellcavation Includlng Haul C.Y. 5.65 (+) 2,000 (+) 11.330.00
14 Gravel Base C.Y. 5,&5 (+) 14.650 (+) 82,n2.l5O
23 pqotlld TraffIC Control Hour 26.60 (+)200 ( +) 5,300.00
24 Traffic Control Labor Hour 18.60 (+) 800 (+) 14.800.00
COl/ OUch Excavation C.Y. 8.00 (+)460 ( +) 3.600
30
C021 GeotelCtile Fabric S.Y. 1.25 ( + ) 5,000 (+) 6,260.00
32
,..~" TOTAL S137.917.RS!
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ENTRANCO ENGINEERS, INC,
March 26. 1990
LAKE WASHINGTON PARK BUILDING (206} 827.1300
5808 LAKE WASHINGTON BOULEVARD N,E.. KIRKL.AND. WA 98033
Mr. Bruce Laurie
Construction Engineer
Jefferson County. Dept. of Public Works
P.O. Box 1220
Port Townsend. Washington 98368
Re: Hoh River Road
Entranco Project No. 89035-20
Dear Bruce:
The following represents a draft response to Lynn Bruch's letter of March 3. 1990. You
may wish to incorporate parts of it along with my letter of February 28. 1990 to formu-
late an agreement with Lynn on a final estimate and settlement of any potential claims,
1. Mobilization
Bonding costs are based upon the value of the entire project. Since the entire project
value increased by $237.000 you may be sl4l:lject to a one percent bond cost increase.
However, other filCed job costs such as home office overhead as well as job profits can
be distributed into the unit prices at the discretion of the Contractor.
II has to be assumed that the bond costs or any other f!l(ed costs along with profit are
distributed throughout the unit items,
To request additional reimbursement for bond costs would stimulate a need to consider
a reimbursement from the Contractor for elCcess profits on the amount earned beyond
the bid.
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Section 1-09.9 Payments states, "Payments will be made for work and labor performed
and materials furnished under the contract according to the price In the proposal un-
less otherwise provided." Therefore, no additional bond costs will be granted.
.
2. Clearing and Grubbing
Our site representative, Ralph Heltt, measured the actual clearing limits, We have sub.
mltted to you a copy of his measurements and calculations, Ralph asked Bruch and
Bruch to accompany him In performing those measurements and Bruch declined. The
7,76 acres measured by Ralph had been on the progress pay estimate for many
months which you certified by your endorsement to be "true and correct."
Upon receipt of your Information we reviewed Ralph's calculations and found that he
strictly Interpreted Section 2.01.4 In elCcludlllg areas that "require no work." These
non-cleared exclusions (.8 acres) were at aide roads and do qualify for payment.
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March 26. 1990
Page Two
Also. since Ralph measured from ditchline. and this section of the specifications is
somewhat gray in the interpretation of a roadside starting point for measurement. we
proposed a compromise to compensate for logging debris in the ditch.
Finally. we are using this pay item to pay for an equivalent force account value for tree
removal. The entire payment is outlined below,
Previously paid
Owed contractor for area previously elCcluded from
measurement
7.76 acre
,80 acre
_ Owed contractor for equivalent of force account for tree
removal
.40 acre
Settlement to contractor based on interpretation of
specifications with respect to measurement
.94 acre
Total payment
9.9 acres
Additional financial commitment by Jefferson County:
9.9 ac - 7.76 ac = 2.14 ac lC $5,340/ac, = $11.427,60
3. Roadway Excavation and Unsuitable
Section 2-03.5 of the specifications provides for payment of roadway elCcavation.
1. "Roadway Excavation....2 feet or less below subgrade....unlt contract prices for
roadway elCcavation and haul shall apply."
"The unit contract prices per cubic yard shall be full pay for elCcavating, loading. plac-
ing. or otherwise dlsDosina of the material. n (emphasis added).
Section 2-03,3(4)E. Unsuitable Foundation States, "The work will not be considered un-
suitable foundation elCcavation if the materials: 1, come from the roadway cut, ditch. or
channel char~e prisms."
As some material was agreed to be paid as "unsuitable". and the balance fits the defi-
nition as described above as roadway elCcavation. the flnat quantity payment Is outlined
below.
_ Plan quantity from WSDOT program
Batance of additions/deletions
Subtotal: Roadway ElCcavatlon
Actual volume of unsuitable excavation
Total ElCcavation
18.132 cy
~
18.796 cy
8.621 cv
27.417 cY
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March 26. 1990
Page Three
ElCcavation Payment:
Item 4: Roadway Excavation
Item 5: Unsuitable Excavation
x $2,20/cy = $38,427.40
x $4.70/cy = $46.765.00
$85.192.40
17.467 cy
9.950 cv
27.417 cy
Additional financial commitment by Jefferson County:
Prev, PaId
$31.795.92
$41.377.39
Balance
$6.631.48
$5.387.61
$12.019.09
Item 4: Roadway Excavation
Item 5: Unsuitable Excavation
Total additional
Total
$38,427.40
$46.765.00
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4. Embankment Compaction
Embankment material consists of earth elCcavated from the roadway to be used as fill.
as well as imported material from borrow pits. For convenience. progress payments
were made by truck measure for both materials. but actual payment is by neat line
cross section. Since all on-sile embankment was not moved by truck. additional pay-
ment to reflect final quantity is due the contractor.
Actual embankment compaction will match quantities paid for roadway elCcavation (Item
4) and unsuitable elCcavation (Item 5) as material was placed and compacted to the
same neat line dimensions as represented by the combination of those it~ms.
27.417 cy x .85 cy = $17.821.05
Additional financial commitment by Jefferson County:
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Total
Item 7: Embankment Compaction $17.821,05
Prevo Paid
$13,077.02
Balance
$4744.1i3
We have no Idea where your quantity of 26.944 cy was derived.
.
5. Structure ElCcavatlon
AfJcM~Nr~
The special provisions for this project supplement Section 2-09.3(1)0 with Section 2-
09.3(1)C which states "If the State provides no waste site. but requires disposal of ex-
cess elCcavation or other materials, the Contractor shall arrange for disposal at no elC-
peose to the State....
Therefore. all costa for disposal should have been Included In Item 12, Structure Exca-
vation. Class B Including haul. and no additional payment ahall be made.
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March 26. 1990
Page Four
6. Borrow ElCcavation
It is agreed that borrow elCcavation had been convenienUy kept track of during con.
struction by truck measure and often erroneously described as "gravel borrow., This
was further confused using the same pit and some material for gravel base. However.
the contract language prevails and a fair adjustment (10 percent) to truck measure to
represent in-place density reflects an overpayment. The final payment quantity is out-
lined below.
,',
12.013 cy ... 1.1 = 10,921 cy x 5.65 = $61.703.65
Additional financial commitment by Jefferson County:
, .
Item 6: Borrow ElCcavation
Total
$61.703.65
Prev, Paid
$62.787,89
Balance
< $1:084.24 >
7. Gravel Base
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Field measurements of loading and hauling conveyances were taken at several times
during the project and cross-checked with adjusted in-place densities. It is agreed that
17.5 cy loads for truck and trailer is a correct conversion of the average load with
some being more and others less.
A final tally of truck tickets and adjustment for cubic yards not previously done gives a
final quantity as shown below,
23,914 cy x $5.65 cy = $135.114.10
Additional financial commitment by Jefferson County:
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Item 14: Gravel Base
Total
$135.114.10
Prev, Paid
$128,972.55
Balance
$6.141.55
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In addition to the above. the following items need to be addressed.
A payment of $816.00 Is owed for force account work for Item 30. This Is presented on
the summary.
Finally, the contractor owes payment to the county for material from the Winfield Pit.
.
Item 6: Borrow ElCcavation
Item 14: Gravel Base
Total Quantltv
34.835 cy
10.921 cy
23.914 cv
34,835 cy
Previouslv Paid
33.428.2 cy = 1.406.8 lC $.90 . $1.266.12
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Mr. Bruce Laurie
March 26.1990
Page Five
Summary
The final quantities proposed results in the need for the following payment sum by Jef-
ferson County:
Item Descriotion Balance Due
2 Clearing and Grubbing $11,427.60
4 Roadway ElCcavation 6.631.48
5 Unsuitable Foundations 5.387.61
6 Borrow Excavation < 1.084.24 >
7 Embankment Compaction 4.744.03
14 Gravel Base 6.141.55
30 Ditch Excavation 816,00
Subtotal $34.064.03
100 County Reimbursement. Winfield Pit <1.266.12>
Total $32.797.91
We feel this represents a fair and equitable final payment. If agreed to by the Contrac-
tor. please endorse the enclosed change order and final estimate.
Please call If you have any questions.
Sincerely.
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Ed Berschlnskl
Project Manager
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362 (206) 452-5388
3 March 1990
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JEFFERSON COUNTY DEPARTMENT OF PUBLIC
PO Box 1220
Port Townsend, WA 98368
ATTENTION: Bruce Laurie
Dear Bruce:
SUBJECT: UPPER HOH ROAD
County Road No. 914207
Project No. CR0749
As discussed in our meeting of 9
am in disagreement with several
to the above specified project
During the project, I felt most of these problems
areas were resolved between Ralph Heitt, Project
Inspector, and myself. Now there is a further disa-
greement because the problems were not documented
and it seems as though everyone forgetsl All though
I did not notify you according to Section 1-04.5,
I am still able to address these problems under Sec-
tion 1-09.11.
February 1990, I
items pertaining
I feel BRUCH " BRUCH CONSTRUCTION is due additional
entitlement for the following itemsl
1) Mobilization
The performance bond for a contract is one of
the first costs of the project. According to
Section 1-09.7, mohilization consists of "costs
-- which occur before 10% of the total original
contract amount is earned " The cost of
the project performance bond was included in
this item when bid, $7,300. Now that the total
cost of the project has overrun t$237,000, I
will be charged by my agent an additional $2,370
for the added liability. And because the bond
cost was added totally in the mobilization unj.t
and not dispersed throughout the increased quan-
tities, I feel I am entitled to additional compen-
sation for the additional amount,
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JC DEPARTMENT OF PUBLIC WORKS
Page Two
2) Clearing and Grubbing
The original contract amount for Clearing and Grub-
bing was 5.5 acres. This quantity allowed an aver-
age clearing width of 15.46 feet on each side of
the existing roadway. On 7 June 1989, Change Order
#1 increased the Clearing and Grubbing quantity
to 9.5 acres. By doing this, it increased the
average clearing width to 26.7 feet on each side
of the existing roadway. On 19 June 1989, ENTRANCO
ENGINEERS were sent a letter explaining that we
would have increased unit cost per acre because
of the increase. Ed Berschinski told us that ac-
cording to Section 1-04.4, only when major items
are increased over 25% will equitable adjustment
be made and Clearing and Grubbing was not a major
item of the contract, therefore; no cost adjustment
could be made.
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Section 1-09.11 of
allows us to pursue
will be submitted.
the
this
Standard
claim,
Specifications
however and it
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Also, in dispute is the amount of acreage actually
cleared. I was paid for 7.76 acres. When I meas-
ured and computed the acreage myself, I totaled
11.97 acres, a considerable difference. After com-
paring the original, clearing stake notes with
the computer design, there were some errors in
the original notes. After correcting the errors,
I computed 9.5 acres. Most of the reference points
for the cut and fill stakes were offset 10', which
should have been at the clearing and grubbing lim-
its. When I removed all the stalces prior to Hydro-
seeding, I noticed that the majority of the Clear-
ing and Grubbing stakes were 3 to 5' behind the
RP's. This is what brought to my attention that
the clearing quantity may be incorrect. I discus-
sed the clearing with the Project Foreman and he
had made every effort to maintain the original
Clearing and Grubbing stakes and felt they were
still in the same location as staked. The 7.76
acres was not the amount cleared, 11.97 were actual-
ly cleared and I do not know why there is a dis-
crepancy. This area needs to be reviewed and re-
measured if necessary.
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JC DEPARTMENT OF PUBLIC WORKS
Page Three
3) Roadway Excavation and Unsuitable Excavation
Roadway Excavation was started 7 August 1989 on
the project. During excavation. unusable material
in the roadway excavation was encountered and I
was directed by the Engineer to haul it to the
waste site. The excavated material was contam-
inated with organics, woody debri and had an ex-
cessive moisture content, not sui table for embank-
ment construction. The time frame and site condi-
tions did not allow aeration and the organics were
left from original road construction.
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Plans and specifications show that the 18,000 cubic
yards of roadway excavation would be used to build
the 18,000 cubic yards of embankment. The Design
Engineer intended to use all of the excavation
from embankment and this is what I based my bid
on.
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Due to the unforseen condi t ion, I had to use a
more costly means of excavation and had added ex-
pense for haul and waste site disposal. Apparent
that there was more cost to the operation, I asked
Ralph Heitt what was his intent to pay for the
material going to the waste site. Ralph's answer
was "we would keep record of truck loads (unable
to measure each little pocket of unusable) and
use a conversion factor to reduce it to neat line
measurement and this quantity would be paid as
contract item -- Unsuitable Excavation". I felt
this was fair compensation for the added costs
and then did not have a dispute.
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On 12 September 1989, Ralph told me that he was
incorrect about the material going to the waste
site and that it would not be paid as unsuitable.
Ralph had been told that Roadway Excavation, even
though hauled to the waste site, was to be paid
at the Roadway Excavation unit price. We discu$sed
the matter and he was well aware I was in disagree-
ment. Unfortunately, I did not act in accordance
with Section 1-04.5, but it wao after the fact
and I thought this could be worked out later.
Additional entitlement is due for the cost of exca-
vation, haul and waste i>ite disposal because it
was a change of conditions, Section 1-04.7.
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3 March 1990
JC DEPARTMENT OF PUBLIC WORKS
Page Four
Also, I have only been paid for 14,452 cubic yards
of Roadway Excavation. The earthwork design data
shows 18,132 cubic yards for the project and addi-
tional excavation brought it to a total of 18,796
cubic yards, of which I expect payment.
4) Embankment Compaction
The embankment quantity should be the neat line
measurement shown in the earthwork design data
plus any additional overexcavation quantity. I've
been' paid to date for 20,118.49 cubic yards of
embankment. I calculate a total of 26,944 cubic
yards.
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5) Structure Excavation
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According to Section 2-09.3(1)0 of the Standard
Specs, I am entitled to compensation for loading
and hauling the structure excavation to the waste
site. "State will pay as provided in Section 1-
04.4 for loading and hauling". As in this case,
we are unable to agree, equitable adj us tmen t may
be established by Force Account. This amounts
to $1,972.50 if our submitted hourly rates are
used. The quantities for the structure excavati.on
were not included in the total quantity hauled
to the waste site.
6) Borrow Excavation
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The original contract amount of 2,000 cubic yards
of Borrow Excavation was intended to fD.l embank-
ment areas after the estimated 2,000 CY of unsuit-
able excavation was removed. However, the borrow
quantity overran with the increased unsuitable
excavation, that was necessary for the project.
It was not only used to fill the excavated areas,
but also to build a substantial base for embankment
from roadway excavation.
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On 21 April 1989, Tom Morello called at 11115 AM
and told me that the borrow for the Upper Hoh Road
project would be measured in the hauling convey-
ance. Another contractor had inquired how it was
to be meaoured and Tom felt he should contact all
prospecti.ve bidders, which was appreciated at the
time. I bid the unit price for Borrow Excava tion
as truck measure because of this phone call,
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JC DEPARTMENT OF PUBLIC WORKS
Page Five
Throughout the entire project quantities were cal-
culated for Borrow Excavation by truck measure.
Now you are saying Tom Morello was referring
to Gravel Borrow not Borrow Excavation -- of which
there is not an item in the contract and that now
the Borrow Excavation will be measured according
to Section 2-03.3(13).
I cannot believe that Tom was referring Gravel
Borrow being measured by truck measure when there
was not an item for it in the contract. Item #6
Borrow Excavation Including Haul was the only "Bor-
row" item. Also, why would he have mentioned that
he did not want to measure the "Borrow" in the
bank (cross-sectioned according to spec) at Win-
field Pit. He thought there would not be any con-
trol in the pit and there may be a possibility
of other contractors or loggers removing gravel
from the measured area thus resulting in payment
for gravel you did not receive on the project.
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When Tom called he used the term "Borrow" not Grav-
el Borrow or Borrow Excavation and he referred
to the Upper Hoh Road project, that it would be
measured by truck measure not by cross-section
and he called all prospective bidders to let them
know of the change in measurement. Therefore,
I disagree with the proposed, cross-section meas-
urement of Item #6 Borrow Excavation and reducing
the present quantity.
7) Gravel Base
The quantity of gravel base is in dispute. Ralph
and I agreed the loads were 18 cubic yards when
we first starting hauling. Near the end of the
project, he struck off two loads, which averaged
17.3 cubic yards. He ana: I negotiated to 17.5
CY per load, but I felt if he had been in disagree-
ment, why hadn't he measured more loads. Two out
of 2,116 loads is not an average. I saw several
loads that were 18 to 19 cubic yards. I agreed
to the 17.5 CY measure because we were allowed
to use oversize rock in the gravel basG, only hand
picking the larger rock from the roadway.
Ralph had neglected or forgot to tell Ed that 17.5
CY was agreed upon and had calculated the quantity
using 17.3 CY. Ed and I have now agreed that the
loads will be measured at 17.5 CY and total quan-
tity is 23,914.5 cubic yards.
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JC DEPARTMENT OF PUBLIC WORKS
Page Six
The .5 cubic yard reduction gives you the benefit
of zl,058 CY, compensating for the oversize rock
that everyone was concerned about,.
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Addendum No. 1 dated 18 April 1989 made Department
of Natural Resources. Winfield Pit, a source Ior
Gravel Base, Crushed Surfacing Top Course and Ag-
gregate for Asphalt Cement Pavement. "Cost to
Contractor, $.90 per each cubic yard utilized in
the production of the above materials payable to
Jefferson County". This is the only cost to the
contractor as stated in the addendum. In being
fami1iarwi th DNR contracts which sometime require
pit stripping with remova1 ofgrave1, I ca1led
you at 2:37PM on 22 April 1989 .to inquire if strip-
ping was necessary in the Winfie1d Pit. Your answer
was "yes, the DNR wanted one-ha1f acre c1eared
and stripped". I mentioned the addendum did not
inc1ude pit stripping as a "cost to contractor",
the only cos t would be the $.90 CY. You told me
to not include stripping in the unit price, it
was too late to send another addendum and that
pit stripping would be paid by "Fol.'ce Account"
under a Change Order. I did not include the cost
for stripping in my unit price and after strip-
ping the Winfield Pit, it was decided that I wou1d
not be compensated for the stripping by Force Ac-
count. The compensation for stripping amounts
to $4,748.
I was hopeful that the above. described items could
be resolved by negotiation. If not so, I will submit
according to Section 1.09.11. After reviewing the
contents of my letter, please advise me of your posi-
tion on these issues. Thank you.
Sincerely,
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BRU.SC~~ & BRUCH CONSTRUCTION,
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ENTRANCO ENGINEERS
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ENTRANCO ENGINEERS, INC.
February 28. 1990
LAKE WASHINGTON PARK BUILDING (206) 827-1300
5808 LAKE WASHINGTON BOULEVARD N.E.. KIRKLAND. WA 98033
Mr. Bruce Laurie
Construction Engineer
Jefferson County. Dept. of Public Works
P,O.Box 1220
Port Townsend. Washington 98368
"
Re: Hoh River Road
Entranco Project No. 89035-20
Dear Bruce:
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As a result of our meeting with Lynn Bruch on February 9. 1990. a tentat.ive settlement
was reached regarding final payment. This settlement is subject to the following provi-
so:
1. The contractor presents his argument for payment of the items in question in
a method that utilizes Interpretation of the contract language to support the re-
quest.
2. The tontativo settlement is sUbject to approval by the Board of County Com-
missioners based upon acceptance of the contractor's argument. staff recom-
mendation. and available budget.
In summary. the tentative settlement provides payment as shown below:
Item 2: Clearing and Grubbing
Previously paid
Owed contractor for area previously elCcluded from
measurement
Owed contractor for equivalent of force account for tree
removal
Settlement to contractor based on interpretation of
specifications with respect 10 measurement
Total payment
7.76 acre
.80 acre
.40 acre
.94 acre
9 :9""8Cr6ii
Additional financial commitment by Jefferson County:
9,9 sc - 7.76 sc = 2.14 sc lC $5,340/sc. = $11.427,60
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MAR 1 2 1990
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.-'EFFER~UI\j CUUNI
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February 28. 1990
Page Two
Item 415: Roadway excavation/Unsuitable Excavation
Plan quantity from WSDOT program
Balance of additions/deletions
Subtotal: Roadway Excavation
Actual volume of unsuitable excavation
Total ElCcavation
18.132 cy
664 cv
18.796 cy
8.621 cv
27,417 cy
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Contractor argument for split of excavation quantity:
Roadway ElCcavation
Unsuitable Excavation
Total ElCcavation
14.017 cy
13.400 cv
27.417 cy
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A tentative compromise was reached. recognizing that the contractor may have en-
dured additional costs that could not have been anticipated and interpretation of the
specifications allows for additional unsuitable payment.
Also. the contractor is owed payment for additional quantities not previously paid as
progress payments were made by truck measure and final payment is by cross sec-
tion.
ElCcavation Payment:
Item 4: Roadway ElCcavatlon
Item 5: Unsuitable ElCcavation
17,467 cy
9.950 cv
27,417 cy
Additional financial commltment by Jefferson County:
x $2.20/cy = $38.427.40
x $4.70/cy = $46.765,00
$85.192.40
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Item 4: Roadway ElCcavation
Item 5: Unsuitable ElCcavatlon
Total additional
Total
$38,427.40
$46.735.00
Prevo Paid
$31,795,92
$41.377.39
Balance
$6.631.48
$5.387.61
i.12.019,09
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Item 6: SOrTOW Excavation
Borrow elCcavatlon had been treated as the item ~gravel borrow" during construction
and measurement had been made by truck measure. A final quantity by truck measure
of 12,286 cy will therefore be reduced by 10 percent to represent an "In-place" pit
quantity for final payment.
12.013cy + 1.1 = 10,921 CYlC5.65 = $61,703.65
Additional financial commitment by Jefferson County:
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$61.703.65
Prevo Paid
$62.787.89
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< $1.084.24 >
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February 28. 1990
Page Three
Item 7: Embankment Compaction
Embankment material consists of earth excavated from the roadway to be used as fill.
as well as imported material from borrow pits, For convenience. progress payments
were made by truck measure for both materials. but actual payment is by r,eat line
cross section. Since all on-site embankment was not moved by truck. additional pay-
ment to reflect final quantity is due the contractor.
Actual embankment compaction will match quantities paid for roadway elCcavation (Item
4) and unsuitable excavation (flem 5) as material was placed and compacted to the
same neat line dimensions as represented by the combination of those items.
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27,417 cy x .65 cy = $17.821.05
Additional financial commitment by Jefferson County:
Total
Item 7: Embankment Compaction $17.821,05
Prevo Paid
$13.077.02
Balance
$4744,03
Item 14: Gravel Base
A final talley of truck tickets and ajdustment for cubic yards not previously done gives a
final quantity as shown below.
23.914 cy x $5.65 cy = $135.114.10
Additional financial commitment by Jefferson County:
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Item 14: Gravel Base
Total
$135.114.10
Prevo Paid
$128,972.55
Balance
$6.141.55
.
Item 30: Ditch Excavation
A payment of $816.00 is owed for force account work for Item 30. This is presented on
the summary.
Finally. the contractor owes payment 10 the county for material from the Winfield PIt.
Total Quantity
34.835 cy
10.921 cy
23.914 cv
34.835 cy
Previous Iv Paid
33.428,2 cy . 1,408.8 x $.90 · $1,266.12
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Ilem 6: Borrow Foundation
lIem 14: Gravel Base
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February 28.1990
Page Four
Summary
The tentative settlement proposed results in the need for the following payment sum by
Jefferson County:
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2 Clearing and Grubbing $11,427.60 ,. ,I
4 Roadway Excavation 6.631.48 .
5 Unsuitable Foundations 5.387.61
6 Borrow Excavation <1.084.24>
7 Embankment Compaction 4.744.03
14 Gravel Base 6.141.55 r;;
30 Ditch Excavation 816.00
Subtotal $34.064.03
100 County Reimbursement~ Winfield Pit <1.266.12>
Total S,32.797.91
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We feel this represents a fair and equitable settlement if agreed to by all parties.
Please call if you have any questions.
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Sincerely.
a~
Ed Berschinskl
Project Manager
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ENTRANCO ENG. 0'.
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ENTRANCO ENGINEERS. INC.
l.AKEWAGNNGToNPARl(~ C20IJ 82".'300
_ UlI<l; WASI1HGTON IlOtIU!VNlD "". 1CIAIClNOll, WA_
Fax No. (206) 827-7388
FACSIMILE TRANSMITTAL
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5'206 (7 7338
ENTRANCO ENe. C}
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ENTRANCO ENGINEERS, INC.
l.AKE W.&\IioHINcrON P^Rft BlIlLDINI;'. 120811127.1300
$000 LA.ICl!W4SHINOTON AOIJLEVARO NG~ KIPK~~O. WA YHtrJ3
February 8, 1990
Mr. Bruce Laurie
Construction Engineer
Jefferson County
Department Of Public Works
P.O. Box 1220
Port Townsend, Washington 98368
Re: Hoh River Road
Entranco Project No. 89035-20
Dear Bruce;
After our meeting on 1/31/90, I again reviewed the project quantities. Ralph and I also
met with the contractor on Saturday, 2/3/90 to confirm the quantltles of Imported
malerlal and elCplaln the apparent discrepancy in the gravel base quantity.
It appears that the reason the volume of gravel base appears high is the use of gravel
base for borrow elCcavatlon and the difterence between truck measure versus In-place
measure.
The total amount of embankment required on the job was as follows:
18.000 cy (plan quantity)
M.QQ cy (ne)(\ line. actual)
28,800 cy (in place)
UlC
34,840 cy
The amount of gravel base and borrow elCcavallon brought into the job Is 38.218 cy
(truck measure).
Roadway elCcsvslion
Unsuitable elCcavatlon
Increase to truck measure
Borrow elCosvatlon
Gravel base
Total Import
12.288 oy
~cy
36.218 cy
The volume of gravel base required per plan plus grade revisions 18 14,400 cy.
Total Import
Gravel base
Balance
36.218 cy
~cy
21. 818 oy
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'Zf206 (j 7338
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16:33
Mr. Bruce Laurie
February 8. 1990
Page Two
It you add the balance of imported material to the roadway excavation used in the
embankment. It closely matches thet~tal ~mbankment requirement.
Balance of import
Road elC, used as fill
21,818 cy
11.028 cy
33.846 cy
34,840 cy
~cy
992 cy
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Embankment required
Embankment placed
Difference
This analysis shows that there was probably 1,000 cy less embankment actually
required than plan quantity indicated, It also shows that we paid for more material as
gravel base than borrow elCcavation. but it was the same material from the same pit at
the same price. so the dilferenc9 Is not a problem. It actually saves the County $.65 cy
payment tor embankment compaction,
We'll discuss this in more extent at our meeting on Friday. 2-9-90. Please call with any
quostlons.
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Sincerely.
ENTRANC~ENGINEERS.INC.
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ENTRANCO ENG. ()
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ENTRANCO ENGINEERS, INC.
I.AKE WASHINGTON PARK IIUII.DWG (20111 827-'300
Sl108 UUCE WASHINGTON IIOUlEIIAAD N,E" KIRKLAND. WA _33
Date
Fax No. (206) 827-7338
FACSIMILE TRANSMITTAL
/-:J("'-90
PLEASE DELIVER THE FOu..OWING PAGES IMMEDIATELY TO:
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tt206 () 7338
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ENTRANCO ENGINEERS, INC.
LAKE W...SHINGTON PARK BUILOINO (206) llZT.l~
5808 LAKE WASIIINGTON BOULEVARD N.E.. KIRKLAND. WA 9&0.'\.1
January 25. 1990
Mr. Bruce Laurie. Construction Engineer
Jefferson county
Department of Public Works
P.O. Box 1220
Port Townsend. Washington 98368
"
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Re: Hoh RIVer Road
Entranco Project No. 89035-20
Dear BrUC3:
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As you may already know. I met all day on December 21.1989 and again on January
16,1990 with Lynn Bruch in an attempt to come to an agreement on final payment and
to close out the project. We have certain issues which are unresolved, and cannot be
resolved without your partlclpaUon. .
The following represents the position that Lynn has taken on the project and our stance
based upon a reasonable Interpretation of the plans and speclllcatlons. After you
review this information and dlscU8S It In-house we would be happy to meet with you to
answer any qUElsUons and plan a negotiation meeting with the contractor. Perhaps a
morning session for us with an afternoon session with the contractor will be a good way
to come to a better understanding of a mutual resolution,
Please call me to discuss the matter at your earliest convenience.
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Sincerely,
ENTRA~ ENGINEERS, INC.
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Eel Berschlnskl
Manager, Construction Services
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131/25/913 13:45
5'2136 (': 7338
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ENTRANCO ENG. (,)
Hoh River Road
Item
--,
Descrlotion
Mobilization
.~
Requested by the Contractor: $4.740.00 Additional
Previously Paid: $19.500.00
Contractor's Reason: The project value increased by $237.000 from the amount
originally bid. At close of books the contractor will be requested to pay an additional
$3.555 in bond cost and $1,185 in B&O tax, All bond and taxes were included in
mobilization and there is no way for recovery to occur.
Recommended Payment: $0
Engineer's Justification: Although these costs may be "assigned" to mobilization. they
are similar to OH and Profit and are actually spread throughout the project items.
Costs are already re-couped In the paid items.
Item Descrlotlon
2"" Clearing and Grubbing
Requested by the Contractor: 4.21 ac x $5,340 = $22,481.00 Additional
Prevlousty Paid: 7.76 ac lC $5.340-$41,438,40
Contractor's Reason: The contractors Independent measurements are contrary to
those. calculated by Entranco. The difference appears to be in the width of clearing
and. areas of elCcluslon. Entranco used ditch line to clearing limit and elCcluslon for
side roads. Contractor IJsed shoulder of roadway to limits and no exclusion.
Specification. section 2-01,4 does not clearly define measurement start and finish.
Pay total of 9.9 acres
2.14 ac x $5,340= $11,427,60 Additional
Engineer's Justification: There Is approlClmately 10 feet from the shoulder to ditch line
on each side. A compromise between shoulder and ditch line Is five feet on each aide
of the roadway, Sta. 18 + 50 to 93+ 50. 7,500 lC 10 = 75,000 s.f.. 75,000 s.f. "1.72 acres
plus elCcluslons = 1.74 scres, 43.560 s.f.lacre. An equivalent value of .4 acre is also
Included to compensate the contractor for force account tree removal.
,flacommended Payment:
!mm Qescrlotlon
N/A Stripping of Borrow Pit
Requested by the Contractor: $7,544
Contractor's ROBson: Contractor claims these costs were not In his bid and developed
an understanding through conversallon with the County that they would be considered.
Recommended Payment: SO
Englneer'a Justification: Addendum No. 1 states all cost lor pit produCllon should be
Included In unit price,
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'5'206C rr 7338
ENTRANCO ENG, (I
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Item DescrlDUon
4i5 Roadway ElCcavatlon/Unsuitable Foundation Excavation
Requested by the Contractor: 27.600 cy of total excavation
14,414 cy Roadway Excavation
13.186.cv Unsuitable Foundation Excavation
27,600 cy
Value of Request:
Road Excavation
Previously Paid
$31.710.80
.31.795,92
14,414 cy lC 2.20.cy=
14,452,69 cy x 2.20=
<85.12>
61.944.20
41.377,39
$20.596,81
Unsuitable Excavation, 13.186lC 4.70=
Previously Paid .8.803.7 x 4.70 =
Net
$20.511.69
Contractor's Reason: Contractor claims he bid the job as shown, a nearly balanced
cut/fill operation. to be done with scrapers. As most material could nat be used for
embankment, he had to use elCcavators and trucks, with more material having to be
hauled to a waste site, Handling costs for haul to waste, waste site equipment
operation, and separation .of good embankment material, etc. are claimed to cost more
money than the roadway elCcavatlon price. The Contractor believes payment as
unsullable is more appropriate, Contractor thinks quantities .should be based on one
time cross section as called for In specifications. and not on ~ruck counts.
Recommended Payment: Compromise for value less than requested. say $1 0,000
Engineer's Justification: Some additional quantities may be owed the contractor.
Quantities paid to date were based on truck measure due to the changes made in the
field to plan profile due to poor subgrade conditions, In some areas the contractor
pushed elCcavated malerlal with a dozer. used a loader and/or scraper for which no
tickets were kept. Final elCcavatlon truck quantities are more than paid to date.
On the other hand. truck measure quantities were not reduced to reflecl swells. In.
place volume could be 30 percent less than truck measure. Roadway elCcavatlon Is an
In-place measure.
The facl is. the site salls and conditions did not allow construction of the roadway as
planned. The contractor Is threatening to file a claim If he Isn't additionally
compensated. There should be room to compromise.
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11,112,90-$62,787.89
Requeated by the Contractor:
Previously Paid:
Contractor's Reaaon: Final tally and review of tickets to account for cubic yards not
previously paid.
pay as requesled,
Tolal borrow quantity - 12,286 cy
Engineer's Justification: Accounts match that of engineer.
Recommended Payment:
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01-'25/90 13:48
113'206 ( } 7338
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Item Descriotlon
--=;- Embankment Compaction
Requested.by,the Contractor: Pay for revised planquantily
27,OOOcyx.65/cy =$17,750.00
Previously Paid: 20;11 B.49 x .65/cy =$13.077 .02
$4,472.9B additional
",
Contractor's..Reason: Project was constructed .to plans plus a considerable amount of
additional borrow. Muchofthe msterialpaidfor as gravel. base ,could have easily been
classlfied.as.borrow. 27,000. cy represents plan quantity of roadway excavatlonused
as embankment ,(18;140) plusnealllne measure of borrow in place where unsuitable
was removed (8.804).
Recommended Payment: Pay as constructed per original plan.
Engineer~sJustiflcatlon: Original plan quantity was for 20.000 .cy which represented
roadwayelCcavatlon brought to embankment plus Imported borrow, Tolalborrow
quantity of 12,286.cy plus actual roadway excavation brought to fill Is very close to the
original plan,
Item Descrilltion
14 Gravel Base
Requested by.theContractor:
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Tolal of 23.932 CYlC $5.65 =
Paid to Date 22.857 cVlC$5.65=
Additional 1,105 cy
$135.215.80
$128.972.55
$6.243.25
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Contractor's Reason: Final Ialley and review of tickets to account for cubic yards not
previously paid.
Engineer's Justification: Accounts match that of engineer.
Recommended Payment:
pay as requested.
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Requested by the Contractor:
. Payment Recommended:
$816 (FOrce Account)
102cy )( $8.1cy-$816
Engineer's Justification: Payment for force account work not paid on previous
eaUmatas.
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ENTRANCO ENG. ~)
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Summary: The total additional amount requested by.the Contractor and that
.recommended.by the Engineer are subject to Counly review and approval, This
analysis is provided for information .only and does not represent a final' position on
payment.
AddltlonalPayment
Contractor Engineer
Item DescriDtlon Reauest Recommendation
1 Mobilization $4.740.00 $0
2 . Clearing .and ,Grubbing $22,481.00 $11,427,60/
N/A Pit .Stripping $7.544.00 $0
4/5 Roadway Excavationl $20.511.69 $10.000,00/
'UnsultableF.oundation
6 Borrow. ElCcavation $6.628.00 $6.628.00./
7 Embankment.Compactlon $4,472,98
14, .Gravel Base $6.243.25 $6.243.25 '
30 Ditch .Excavation $816.00 ~/
lotal $73.436.92 $35;114.85
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Total Additional Amount Requested by Contractor =
Recommended Payment =
$73,438.92
$35,114.85
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ENTRANCO ENGINEERS, INC.
Mr. .BruceLaurie. Construction Engineer
Jefferson County
Department of Public Works
P.O.BOlC 1220
Port Townsend. Washington 98368
LAKE WASHINGTON PARK .BUILDING (2061827~1300
5808 LAKE WASHINGTON BOULEVARD N.E., KIRKLAND, WA 98033
January 25, 1990
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Re:Hoh River .Road
Entranco .Project No. 89035-20
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Dear Bruce:
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As.you may.already know. I met .all day on December 21.1989 and again on January
16, 1990 with Lynn .Bruch in an attempt to come .to an agreement on final payment and
to close out the project. We have certain issues which are unresolved. and cannot be
resolved without your participation.
The following represents the position that Lynn has taken on the project and our stance
based upon ,a reasonable Interpretation of the plans and ,specifications. After you
review this Information and discuss It in-house we would .be happy to meet with you to
answer any questions and plan a negotiation meeting ,with the contractor. Perhaps.a
morning session for us with an afternoon session with the contractor will be a good way
to come to a better understandlngofa mutual resolution.
Please call me to discuss the matter at your earliest convenience.
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ENTRA~ ENGINEERS. INC.
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Ed Berschlnskl
Manager. Construction Services
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Enclosure
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JAN 26 1990
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Hoh River Road
Item Description
-, Mobilization
Requested by the Contractor: $4.740,00 Additional
Previously Paid: $19.500.00
Contractor's Reason: The project value increased by $237.000 from the amount
originally bid. At close of books the contractor will be requested to pay an additional
$3.555 in bond cost and $1 .185 in B&O tax, All bond and taxes were included in
mobilization and there is no way for recovery to occur.
Recommended Payment: $0
Engineer's Justification: Although these costs may be "assigned" to mobilization. they
are similar to OH and Profit and are actually spread throughout the project items.
Costs are already re-couped in the paid items.
Item Description
~ Clearing and Grubbing
Requested by the Contractor: 4.21 ac lC $5,340 = $22,481,00 Additional
Previously Paid: 7.76 ac lC $5.340 = $41.438.40
Contractor's Reason: The contractors independent measurements are contrary to
those calculated by Entranco, The difference .appears to be in the width of clearing
and areas of elCclusion. Entranco used ditch line to clearing limit and elCclusion for
side roads, Contractor used shoulder of roadway to limits and no exclusion.
Specification section 2-01.4 does not clearly define measurement start and finish.
Recommended Payment: Pay total of 9.9 acres
2,14 ac lC $5.340= $11,427.60 Additional
Engineer's Justification: There is approlCimately 10 feet from the shoulder to ditch line
on each side. A compromise between shoulder and ditch line is five feet on each side
of the roadway. Sta. 18+ 50 to 93+ 50 == 7.500 lC 10 == 75,000 s.1" 75.000 s.1. = 1.72 acres
plus elCclusions = 1.74 acres, 43.560 s.1.1acre, An equivalent value of .4 acre Is also
included to compensate the contractor for force account tree removal.
Item DescrlDtlon
NiA Stripping of Borrow Pit
Requested by the Contractor: $7,544
Contractor's Reason: Contractor claims these costs were not In his bid and developed
an understanding through conversation with the County that they would be considered.
Recommended Payment: $0
Engineer's Justification: Addendum No. 1 states all cost for pit production should be
included In unit price.
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Item Descriotion
4/5 Roadway Excavation/Unsuitable Foundation Excavation
Requested by the Contractor: 27.600 cy of total excavation
14.414 cy Roadway Excavation
13.186 cv Unsuitable Foundation Excavation
27.600 cy
Value of Request
Road Excavation
Previously Paid
14.414 cy x 2.20 cy=
14.452.69 cy x 2.20=
$31.710,80
31.795,92
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Unsuitable Excavation 13.186lC 4.70=
Previously Paid 8.803.7 x 4.70=
Net
61.944.20
~377,39
$20.596,81
$20.511.69
Contractor's Reason: Contractor claims he bid the job as shown. a nearly balanced
cut/fill operation. to be done with scrapers. As most material could not be used for
embankment. he had to use elCcavators and trucks. with more material having to be
hauled to a waste site, Handling costs for haul to waste. waste site equipment
operation. and separation of good embankment material. etc. are claimed to cost more
money than the roadway elCcavation price. The Contractor believes payment as
unsuitable is more appropriate. Contractor thinks quantities should be based on one
time cross section as called for in specifications. and not on truck counts,
Recommended Payment:
Compromise for value less than requested. say $10.000
Engineer's Justification: Some additional quantities may be owed the contractor.
Quantities paid to date were based on truck measure due to the changes made in the
field to plan profile due to poor subgrade conditions, In some areas the contractor
pushed elCcavated malerlal with a dozer. used a loader and/or scraper for which no
tickets were kept. Final elCcavatlon truck quantities are more than paid to date.
On the other hand, truck measure quantities were not reduced to reflect swells. In-
place volume could be 30 percent less than truck measure. Roadway elCcavation Is an
In-place measure.
The fact Is, the site solis and conditions did not allow construction of the roadway as
planned. The contractor Is threatening to file a claim if he isn't additionally
compensated. There should be room to compromise.
Item DescriDtlon
-e Borrow ElCcavatlon
Requested by the Contractor:
Previously Paid:
1.173 cy lC $5,65 cy III $6.628.00 additional
11.112.90" $62.787,89
Contractor's Reason: Final tally and review of tlckots to account for cubic yards not
previously paid.
Pay aa requested.
Total borrow quantity .. 12.286 cy
Engineer's Justification: Accounta match that of engineer.
Recommended Payment:
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Item Description
~ Embankment Compaction
Requested by the Contractor: Pay for revised plan quantity
27.000 cyx .65/cy = $17.750.00
Previously Paid: 20.118.49 x ,65/cy = $13.077.02
$4.472.98 additional
Contractor's Reason: Project was constructed to plans plus a considerable amount of
additional borrow. Much of the materiaf paid for as gravel base could have easily been
classified as borrow. 27.000 cy represents plan quantity of roadway excavation used
as embankment (18.140) plus neat line measure of borrow in place where unsuitable
was removed (8.804).
Recommended Payment: Pay as constructed per original plan.
Engineer's Justification: Original plan quanlity was for 20.000 cy which represented
roadway elCcavation brought to embankment plus Imported borrow. Total borrow
quantity of 12.286 cy plus actual roadway elCcavation brought to fill is very close to the
original plan.
Item Description
-,.r Gravel Base
"
Requested by the Contractor: Total 01 23.932 cy x $5.65 =
Paid to Date 22.857 cv x $5.65 =
Additional 1.105 cy
$135.215.80
$128.972.55
$6.243.25
Contractor's Reason: Final talley and review of tickets to account for cubic yards not
previously paid,
Engineer's Justification: Accounts match that of engineer.
Recommended Payment:
Pay as requested.
Item
30
Description
Ditch ElCcavatlon
Requested by the Contractor:
Payment Recommended:
$816 (Force Account)
102cy x $8.1cy-$!j16
Engineer's Justification: Payment for force account work not paid on previous
estimates.
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Summary: The total additional amount requested by the Contractor and that
recommended by the Engineer are subject to County review and approval. This
analysis is provided for information only and does not represent a final position on
payment.
Additional Payment
Contractor Engineer
Item DescriDtion Reauest Recommendation
1 Mobilization $4.740.00 $0
2 Clearing and Grubbing $22.481.00 $11.427.60
N/A Pit Stripping $7.544.00 $0
4/5 Roadway Excavation/ $20.511.69 $10.000.00
Unsuitable Foundation
6 Borrow ElCcavation $6.628.00 $6.628.00
7 Embankment Compaction $4.472.98
14 Gravel Base $6.243.25 $6.243.25
30 Ditch Excavation $816.00 $816.00
Total $73.436.92 $35.114.85
Total Additional Amount Requested by Contractor =
Recommended Payment =
$73.436.92
$35.114.85
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ENTRANCO ENGINEERS, INC.
LAKE WASHINGTON PARK BUILDING 12061821-1300
5808 LAKE WASHINGTON BOULEVARD N,E., KIRKLAND, WA 98033
February 8. 1990
Mr. Bruce Laurie
Construction Engineer
Jefferson County
Department of Public Works
P.O. Box 1220
Port Townsend. Washington 98368
-'
Re: Hoh River Road
Entranco Project No. 89035-20
Dear Bruce:
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After our meeting on 1/31/90. I again reviewed the project quantities. Ralph and I also
met with the contractor on Saturday. 2/3/90 to confirm the quantities of imported
material and elCplaln the apparent discrepancy in the gravel base quantity.
It appears that the reason the volume of gravel base appears high is the use of gravel
base for borrow excavation and the difference between truck measure versus In-place
measure.
The total amount of embankment required on the job was as follows:
(\
18.000 cy (plan quantity)
8.800 cy (nelCt line, actual)
26,800 cy (In. place)
1.3 lC
34.840 cy
The amount of gravel base and borrow elCcavatlon brought into the job Is 36,218 cy
(truck measure),
Roadway excavation
Unsuitable elCcavatlon
Increase to truck measure
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Borrow elCcavatlon
Gravel base
Total Import
12,286 cy
23.932 cy
36,218 cy
The volume 01 gravel base required per plan plus grade revisions Is 14.400 cy.
Total Import
Gravel base
Balance
36,218 cy
14.400 cy
21,818 cy
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February 8. 1990
Page Two
If you add the balance of imported material to the roadway excavation used in the
embankment. it closely matches the total embankment requirement.
Balance of import
Road elC. used as fill
21.818 cy
11.028 cy
33.846 cy
34.840 cy
33.845 cy
992 cy
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Embankment required
Embankment placed
Difference
This analysis shows that there was probably 1,000 cy less embankment actually
required than plan quantity indicated, It also shows that we paid for more material as
gravel base than borrow excavation. but it was the same material from the same pit at
the same price, so the difference Is not a problem. It actually saves the County $.65 cy
payment for embankment compaction.
We'lI discuss this In more extent at our meeting on Friday. 2.9.90. Please call with any
questions.
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ENTRANC?~. ,NGGIINNEEEE~RSS,," INNCC.. .
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LETTER OF
~08 LAKE WASHINGTON BOULEVARD N.E.
SUITE 200, KIRKLAND, WA 98033
(2061627-1300
FAX(2Caj 827.7338
J1! TRANSMITTAL 0 MEMORANDUM
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2930 WETMORE AVENUE, eVERETT. WA 982UI FAX:(200j 252-a17;'
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LETTER OF
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~808lAKE WASHINGTON BOULEVARD N.E.
SUITE 200, KIRKLAND. WA 98033
12061627-1300
FAX(206) 821-7338
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2930 WETMORE AVENUE, EVERETT, WA 98201
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P,O. 80x 1220
Port Townsend. WA 98368
(206) 385-9160
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Gary A. Rowe, P.E., Director
Robert G. Nesbitt. P.E,. CDunty Engineer
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Ernest Geissler, P.E.. Director
County Road Administration Board
Rural Arterial Program
2404 Chandler Ct., S.W.
Olympia, Wa., .98504-3913
Re: Notification of completion of contract for Upper HohRd.,
CR0749, Project No. 92401
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Dear Ernie:
The above referenced project has been completed by Bruch and
Bruch Construotion, Inc.
If you have Bny questions, do not hesitate to contact me.
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A./ho. -r::
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Construotion Engineer
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LAKE WASHINGTON PARK BUILDING [2'06) 827-13X1
5808 LAKE WASHINGTON BOULEVARD NE. KIRKLAND. WA 98033
November 30. 1989
Mr, Lynn Bruch
Bruch & Bruch Construction
228 Highway 101 West
Port Angeles. Washington 98362
Re: Upper Hoh Road
CR0749
EntrancoProject No. 89035-20
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Dear Lynn:
Based on our project '"walk though" on November 21.1989 with the County officials we
are enclosing a punchlist of items that need your attention prior to final acceptance.
We now consider the project ,substantially complete which relieves you of responsibility
for roadway maintenance. We are reviewing the noled differences in pay items for unit
quantities in order to process a final pay estimate,
Prior to release of retainage. you and your subcontractors must submit the necessary
project closure documentation. including "Affidavits of Wages Paid" . Materialmen lien
release, and evidence of State talCes paid, Hydroseeding will be checked in the spring
for acceptance or areas of re-seeding.
We feel the project was completed with good workmanship and appreciated the oppor-
tunity to work with you. Jefferson County has a new section of high standard roadway
for which they can be proud of.
Thank you for your cooperation, we look forward to working with you again in the future.
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ENTRANCO ENGINEERS. INC,
EB:jmb
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Ralph Hej
RECEIVEL
DEe 011989
JEFFERSON COUNTY
PUBLIC WORKS DEPT.
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Ed Berschinskl
Associate
1\1AUT O".CI '1' "ATTL'''.'''' NA'IONAl DAN. f'urLDINQ I~l N..a2OI
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UPPER HOHRIVER ROAD
(CRO 749)
Ust of :Deficiencles
November 21, 1989
1. Emulsion seal of asphalt ,butt joint at side road approaches and project beginning
and end.
2. Remove cover,from.speed limit sign Station 1 +50.
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3, Repair slope washout at Station 35 -I- 00.
4. Replace section line post and post for 3100 road.
5. Remove all survey lathe. flagging. etc. and provide general roadway clean-up,
6. Provide suppliers test report lorlane markers.
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Bruch & Bruch Construction
228 ,Highway 101 West :Port Angeles, WA98362 (206) ,452-5388
13 October 1989
ENTRANCO ENGINEERS, INC.
Lake Washj;ngtonPark Building
5808 Lake Washington Boulevard NE
Kirkland, WA 98033
,ATTENTION: Ed Berschinski
Dear Ed:
SUBJECT: UPPER HOB ROAD
County Road No 914207
Project.No CR0749
I hereby request permission to be allowed to complete . ,_
Contract Item #18 , Seeding. Fertilizing andMulching~
My subcontractor, FUJI INDUSTRIES, wiJ.l be able to
cornplete this work the week of 23 October 1989.
I realize this is outside the dates set for seeding
in Section 8-0J.. 3 (7) of the Standard Specifications,
but I feel it would be to everyone's interest to do
the seeding now rather than leave the new cut and fill
slopes without any protection all winter.
Sincerely,
BRUCH & BRUGH CONSTRUCTION, INC.
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J~Jnifer M~ Bruch
President
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ENTRANCO ENGINEER$,INC.
LAKE WASHINGTON PARK BUIL.DING (206) 827-1300
5808 LAKE WASHINGTON BOULEVARD N.E.. KIRKLAND. WA 98033
October 20. 1989
Mr. Bruce Laurie. Construction Engineer
Jefferson County
Department of Public Works
1820 Jefferson Street
P.O. Box 1220
Port Townsend. Washington 98368
Re: Upper Hoh Road, CR0749
Consultant Agreement
Entranco Project No. 89035-20
Dear Bruce:
With thislelter we are enclosing .a proposed second supplement to ,our agreement for
the above referenced project. We would like to preface this .request by saying that we
do not like .askingfor additional money. We also admit 1hat we were overly optimistic
when presenting our first supplement in thinking the project would be completed by this
time. Unfortunately. the project has elCtended into the rainy season. Delays due to rain
in completing the final grading and paving are resulting in the need tor additional
budget.
During our original negotiations for this project we discussed the potential of shut-
downs due to rain. Since weare working in the rain forest (one .of the weltest places in
the continental United -States) our previously discussed potential tor rain delays Is now
a fact. Ouraddltional services include; extra days for the resident engineer. extra
hours on the job and in traw~1 for the survey crews. more materials testing
subconsultants hours. and associated per diem and travel costs. Our estimate for
these services is .$14.891..60.
Again, these rain delays were a likelihood we .antlclpated when planning this project
back In April, It was decided to walt until "if and when" the actual delays occurred. It
Is unpleasant for everyone to have to request a supplement but it really should not be a
surprise based upon the project location. We feel our diligence on the project has
saved the County many times the equivalent of this amount In construction costs.
With your permission, I would be happy to present this request personally to the County
Commissioners to confirm their confidence In receiving cost effective service, Please
keep me ,Informed, and thank you for your support In approval of this supplement.
Naturally. I am available to respond to any questions.
Sincerely.
ENTRANC~.. GIINNEEEEAASS..IINNCC.. .
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Ed Berschlnskl
Manager. Construction Services
R e. (:~ t~ ~ ~W ED
OCT 2 3 i989
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i.1=PI\P,T~ENT OF' r, ,UC WORKS
Courthouse
"'OR: TOWNSEND, WA 98368
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(206) 385-3505
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ENTRANCO ENGINEERS, INC.
LAKE WASHINGTON PARK BUILDING (206) 827.1300
5808 LAKE WASHINGTON BOULEVARD N E.. KIRKLAND. WA 90033
September 29. 1989
Mr. Bruce Laurie. Construction Engineer
Jefferson County
Department of Public Works
1820 Jefferson Street
P. O. Box 1220
Port Townsend. Washington 98368
Re: Upper Hoh Road, CR0749
Consultant Agreemfilnt
Dear Bruce:
Enclosed please find a proposed supplement to our agreement for the above refer-
enced project. We find it necessary to request this adjustment in order to fully staff the
project to completion. Due to circumstances that were beyond our control, it became
necessary to issue the contractor two change orders which allowed him a total of 23
additional days to complete the change order work. These additional working days
have increased our staff time and expenses lor construction management proportion-
ately, The change orders, including additional days were previously approved by the
county,
Most of the change order work and additional office engineering were a result of
changes In project drainage and road grade revisions. The changes developed due to
worse than anticipated soli conditions, elCacerbated by a wotter than normal construc-
tion season.
Our estimated additional cost as outlined in the attached supplement Is $18.422. for a
total contract amount of $99.041,
Given, that the contract costs due to change orders Increased the contractor's bid by
27 percent ($113,000 I $435,000) and the number of working days by 31 percent (23
working days I 75 working days). our supplement represents a modest 23 percent In-
crease in our costs ($18.500 I $80.600). Our services as a percentage 01 construction
costs have actually gone down from the original contract amount.
We feel we have provided good services to Jefferson County and look lorward to a suc-
cessful completion to this project and tho opportunity for other projects In the future.
With this in mind we appreciate your endorsement of this supplement,
Plea so call II we can provide addltionallnlormation or respond to any questions.
Sincerely,
ENTRANCO ENGINEERS, INC.
~ CJ-hHt~1 Pf5
60r.' Ed BerschinsKl f'
Assoclato
Enclosuro
(:v[ne:trOrrlcr.: &lftfifATn.r-""ST NAT'ONA~ OANltnUllO'NO 1i'M1 nI.l\:'(I'
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
Gary A. Rowe. P.E.. Director
Rober' G. Nesbitt. P.E.. County Engineer
1820 Jefferson Street
P,O, Box 1220
Port Townsend, WA 98368
(206) 385.9160
5eptember 11, 1989
,\
Xr. ~d Berschinsk~
~ntranco Znq~~ee:s, :nc.
5808 Lake W~shington Blve. ~.E.
Kirkland, WA 98033
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I...JlJ SEP 1.'~ 1989 121
"e: upper Hoh "oad ::nprovement. ::C~O~S~';cl'!:R/i~!I!~~~~tions from
Vane Shear Tests
Dear ::;:d:
\
,
~he resu:ts of the Vane Shear Tests oerformed by Jefferson
County on Tuesday, September 5, 1989, have indicated that in areas
of "undesirab1e" sub-grade. the use of geotextiles is warranted
with 18" depth of cover of borrow excavation or ~ravel base from
the Winfield oit or similar material. In the area that the
geotextile faiied (Sta. 70), the borrow excavation/gravel base will
have to be removed and reolaced.
Additionally, in areas that have gravel base already placed,
and are experiencing failure problems,and will require the addition
of gravel base, the finished grade profile may be altered.
If you have any questions, do not hesitate to contact me.
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Ralph Heitt, Entranco
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Bruch & Bruch Construction
228 Highway 101 We>l Port Angeles, WA 9!l362 (206) 452-53!l8
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Enclosed, please find a li.st of my key personnel
wi th evening phone numbers and a lis t of equipmen t
with hourly rates.
leas tone
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24 August 1989
ENTRANCO ENGINEERS, INC.
Lake Washington Park Building
5808 Lake Washington Boulevard NE
Kirkland, WA 98033
ATTENTION: Ed Berschinski
Dear Ed:
SUBJECT: UPPER HOH ROAD
Project No eRO 749
Road No 914207
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In the event of an emerSlency at
individuals would be avai.lable
needs of said emergency.
If you need additional information regarding the
enclosed numbers and rates. please contact my office. ~
,Thank you.
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Sincerely,
BRUCH & BRUCH CONSTRUCTION, INC.
J~~B~
President
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PUr3UC WORI<S DE:PT,
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Lynn R. Bruch, Superintendent 457-1546 Eve
Kurt A. Bruch, Foreman 452-9976 Eve
Shannon D. Bruch, Operator 452-1897 Eve
Jack R. Johnson. Estimator 452-8154 Eve
Office/Port Angeles 452-5388 Day
Office/Hoh River Resort 374-3295 Eve
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EQUIPMENT RENTAL RATES
Bucyrus Erie 325A Backhoe
John Deere 892D Backhoe
Insley 1500 Backhoe
Terex 8240 Tractor Dozer
Case 850 Tractor Dozer
HD ,6 Tractor Dozer
Case 580 Backhoe
Clark MiChigan 125 Front End Loader
Allis Chalmers l2G Loader
Allis Chalmers Scraper
Champion 740A Grader
Wabco 440 Grader
Tampo RS28D Roller
10 CY Trucks
10 CY Trucks wi 8 CY Trailers
Truck Tractor wi 30 CY End Dump Trailer
Truck Tractor wi Belly Dump Trailer
Truck Tractor wi Lowboy Trailer
Water Truck, 3000 GLS Tank
Pilot Car
Terex Truck, 35 TON
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$105.00/HR
105.00/HR
105.00/HR
85.00/HR
55.00/HR
50.00/HR
50.00/HR
65.00/HR'
75.00/HR
85.00/HR
70.00/HR
55.00/HR
55.00/HR
50.00/HR
60.00/HR
60.00/HR
60.00/HR
85.00/HR
50.00/HR
l5.00/HR
70.00/HR
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362 (206) 452-5388 .'
20 September 1989
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ENTRANCO ENGINEERS, INC.
Lake Washington Park Building
5808 Lake Washington Boulevard NE
Kirkland, WA 98033
C'E:J
u I 2.,: i989
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ATTENTION. Ed Berschinski
Dear Ed. ""-,
SUBJECT. UPPER HOH ROAD
County Road No. 914207
Project No. CR0749
Enclosed, please find the submittals for approving
LAKESIDE INDUSTRIES of Port Angeles as a subcontractor
for the above mentioned project.
BRUCH & BRUCH is progressing to the point that we may
be ready for LAKESIDE to pave by 27 September 1989.
The mix design is enclosed and for testing of the rock
, you may sample at their pit site, 0-169, in Port
Angeles in the Industrial Park on Highway 101 West.
If you need additional information, please do not hes-
itate to contact our office. It would be greatly ap-
preciated if you act on this matter as soon as pos-
sible. Thank you.
,
Since:t'ely,
BRUCH & BRUCH CONSTRUCTION, INC.
J~C~~
President
JMB
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;;'; i ENTRANCOENGINEERS, INC.
LETTER OF
y(-TRANSMITTAL 0 MEMORANOUM
;r<...KE WASHINGTON PARK BUILDING
5808 LAKE WASHINGTON BOULEVARD N.E.
KIRKLAND. WASHINGTON 98033
(206) 827-1300
FAX: (206) 827-7338
a 516 SEATTLE-FIRST NATIONAL BANK BUILDING
EVERETT. WASHINGTON 98201
(206}2S8-6202
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TO~~~ J ~-e -' Dale"
. .. ',., P .p.)1f:c ~ c.Jr>/ll .
~ O. l\Zf \ :-.> -::-.-:;:, Project No: &c; 0 ~.i- ~O
'^-r ..J- -, .><"\ {! ;., I A \ A '7 P, ~ .(, 8 Title: ~ h. . R: ~ (d.,,(
Attention:
Re:
~TTACHED
C UNDER SEPARATE COVEl'
FOR YOUR:
a ORIGINALS
c PRINTS
~FORMATIONfUSE
~EVIEWED
C APPROVED
~PROVAL
o REVIEW a COMMENT
o OTHER
a OTHER
a AS REQUESTED
a NOT APPROVED
o see REMARKS
OUR
ACTION:
o OTHER
D MAKE CORRECTIONS NOTED
o REVISE & ReSUBMIT
REQUESTED
ACTION:
o ontER
NO,OF
COPIES
3"
DRAWING
NUMBER
DESCRIPTION
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DISTRIBUTION: Whlt.lo Add'...... . e.n.,., 10 Proj.et ,u. ~ Pink 10 D_V 'lit
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Bruch & Bruch Construction
228 Highway 101 West
Port Angeles, WA 98362
(206) 452-5388
7 August ~989
"I
ENTRANCO ENGINEERS, INC.
Lake Washington Park Building
5808 Lake Washington Boulevard NE
Kirkland, WA 98033
I.u ~ 1" 1939
JEF;::Ej:\~.,..,. ~;:..)tJ,~jT'/
PLJi]I,..!C :',/r1::""<.':':T' iI~D;
ATTENTION: Ed Berschinski
Dear Ed:
SUBJECT: UPPER HOH ROAD
County Road No. 9~4207
Project No. CR0749
In reference to the above specified project, I am in
disagreement with the amount of working days charged
to the contract. There have been several delays to
the project which BRUCH & BRUCH was not the cause.
My schedu~e was to start culvert installation Monday,
24 July 1989. The utilities were not transferred over
to the new ~ines and I was not able to start with the
culverts, losing the majority of one day. Also, in
trying to find something for my crew to do, the stream
channel was staked and was excavated Tuesday, July
25th. However, the utilities were s till not trans-
ferred and I was unab~e to work on culverts 'ruesday,
Ju~y 25th, therefore, I should have only been charged
for one-half day maximum.
On Wednesday, 26 July 1989, there was only one thing
I could work on, the culvert across the DNR 3100 Road.
Utilities were still not transferred with the PUD say-
ing they were having problems with 6 break in the
line and telephone not to be complete until next week,
07/31/89 thru 08/04/89. I had planned on unsuitable
excavation while placing these pipes, but was unable
to do so because of utilities. Again, ono-half day
should be a maximum charge.
On Wednesday at 3.00 PM, wIth no schodulo for. utili ty
transfer, I mobilized equipment to Winfield Pit in
order for one crew and equipment to keep busy on Thurs-
day, 27 July 1989, stripping pit. I W/lS notified lit
approximately 8.30 PM that the PUD POwer Line was de-
energized.
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ENTRANCO ENGINEERS, INC.
Page Two
Thursday, 27 July 1989. I stripped pit and worked on
cross pipes. I feel I am entitled to additional time
for stripping \'linfield Pit because it was not origin-
ally in the contract and due to the delay by PUD, only
the pipe crew was working on the project and only one-
half day should be charged.
On Friday, 28 July 1989, was the same situation as
Thursday and I should only be charged one-half day.
Monday, 31 July 1989. unsuitable excavation was started
at STA 32+00. Left and continued down the left side
the entire week of August 4th. All of the excavation
and borrow excavation was additional work to the orig-
inal contract, therefore. additional days should be
added and working days should be charged to the con-
tract time.
The telephone line was finally transferred on 3 August
1989 at 11:00 AM. This delay has not allowed us to
excavate unsuitable material at STA 32+00 Right. Con-
sequen tly, I could not s tart roadway excavation and
embankment in this area due to the delay.
The roadway excavation is one of the most weather sen-
sitive and major items on this project. Because I
have been delayed on this item, only half days should
have been assessed last wAek, July 24th thru 28th.
In the future, I feel this workable/unworkable days
issue will be discussed with Ralph on a daily basis.
If you need additional information or have any ques-
tions, please do hesitate to contact my office. Thank
you.
Sincerely,
BRUCH & BRUCH CONSTRUCTION, INC.
LY~r~h ~ ~
General Superintendent
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ENTRANCO ENGINEERS, INC.
LAKE WASHINGTON PARK BUILDING {206J 827-1300
5806 LAKE WASHINGTON BOULEVARD N,E., KIRKLAND. WA 9B033
August 7.1989
Mr. Bruce Laurie. Construction Engineer
Jefferson County
Department of Public Works
P,O, BOlC 1220
Port Townsend. Washington 98368
Re: Upper Hoh River Road, CRP0749
Entranco Project No. 89035-20
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Dear Bruce:
Thank you for meeting with us at the project site on Thursday and special thanks to
Bob Nesbitt for taking time to meet with us. Ralph and I were both relieved to know that
our concerns were mutually shared by you and Bob, We now have good direction to
continue toward the completion of a high quality improvement to Hoh Road.
The enclosed list summarizes the decisions reached last Thursday. These will be
used to develop change order number two. Please let me know If you concur.
1. To rE;llieve current and future drainage problems. three additional culverts will be
Installed,
A. Sta. 35 +00 :I: 70 L.F, of 24" aluminum pipe.
Sta, 50+75 :1:70 L.F. of 18" aluminum pipe.
Sta. 77 + 50 :I: 70 L.F. of 24" aluminum pipe.
Installation 01 a geotextlle membrane (fabric) In areas of unsuitable foundation
removal to separate imported gravel borrow from the soft subgrade. The
contractor will make a vertical cut along the edge of elClstlng pavement to place
the fabric. The fabric ordered by the contractor (Reemay's Typar Style 3401)
appears suitable lor that purpose. The contractor quoted an Installed price of
$1.25/yd2 for an estimated 6,000 s,y. of labric.
2,
3. Tho conditions oncountered on-site necessitate Increases In the unsuitable
quantity (Item 5) along areas designated lor widening on both sides of the existing
roadway. Our resident manager. Ralph Heltt. will use his judgment to assure
stability of the construction and keep the overrun of planned unsuitable removal
minimized.
4, The contractor will be paid under Item 5 to establish roadside ditches In fill areas
as needed to promote drainage.
5. In the area slated lor lull width unsuitable removal (Stations 86 + 50 to 94 + 00) we
will have the contractor attempt to save the existing roadway prism and only
excavate on each side to accommodate new fill. The elClstlng pavement will be
scarified and fill placed on top without removal.
(VrllrT, OFfiCI! !lfttU",TTtf.fm81 NATrONAI MNK I'\IlIlPtNO [0'l'1/I) ~M'ft.W
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August 7.1989
Page Two
6. In areas where there is minimal change from existing grade to new grade the
existing pavement will be scarified and rolled for placement of crushed surfacing
and asphalt pavement rather than cut to design subgrade,
7, The native borrow from cut areas is. for the most part. very moisture sensitive and
should be worked by the contractor only as weather allows. The contractor will be
directed to shift his work if the embankment becomes unworkable.
8. As increases in imported borrow are anticipated. the contractor may be allowed to
use the Fletcher Pit for quantities above the Winfield Pit limits,
Please check on the current limits allowed by the DNR for the Winfield Pit and If
DNR will allow those limits to be increased. Also. please check on the status of the
Fletcher Pit sample for gravel base,
We will ask the contractor to confirm ownership and legality for excavation from
the Fletcher Pit.
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9. In addition to anticipaled overruns in Item 6. Borrow ElCcavation, we also anticipate
a significant overrun in lIem 24. Traffic Control Labor. The final quantity is
estimated to be about 1.600 hours lor an overrun of $11.840.
We will take a closer look at all the bid Items to determine the potential for
overruns/underruns to assist you in budget adjustments.
" there is anything you recall that Is contrary or additional to the information provided
above. please let me know at your earliest convenience. Again. thank you for your
support,
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Manager. Construction Services
cc: Ralph Helll
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362
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9 August ~989
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ENTRANCO ENGINEERS, INC.
Lake Washington Park Building
5808 Lake Washington Boulevard NE
Kirkland, WA 98033
r.U G 1: 1989
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ATTENTION: Ed Berschinski
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Dear Ed:
SUBJECT: UPPER HOH ROAD
County Road No 914207
Project No CR0749
Fol~owing, per your request, are my payro~l tax rates.
FICA
FUTA
SUCA
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7.51% (15.02%) $48,000
6.2% $7,000
.0542 $15,600
$1.16/HR CL 1-1, Excavation
If you need additional information or have any ques-
tions, please do not hesitate to contact me. Thank -
you.
Sincerely,
BRUCH & BRUCH CONSTRUCTION, INC.
Je~ru~
President
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ENTRANCO ENGINEERS, INC.
Lake Washington Park Building
5808 Lake Washington Boulevard NE
Kirkland, WA 98033
ATTENTION: Ed Berschinski
Dear Ed.
SUBJECT. UPPER HOH .ROAD
County Road No 914207
porject No CRO 749
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Section 1-07.23 of the Special Provisions for the sub-
ject project state in part that work that interrupts
traffic will not be allowed on Sa turdays or Sundays
or from 12: 00 Noon the day prior to a holiday. If
I apply this specification to the upcoming 4th of July,
I would only be able to work June 30th, half day on
July 3rd and then return to work on July 5th.
I hereby request that I be allowed to work all day
July 1st instead of working a half day July 3rd. Then
I would return to work July 5th on a regular work
schedule.
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Your consideration in this matter would be appreciated.
ThanJe you.
Sincerely yours,
.
BRUCH & BRUCH CONSTRUCTION, INC.
J~OI~B~ ~
Estimator
RECEBVED
JUN 211989
JEFFERSON COUNTY
PUBLIC WORKS DEPT.
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ENTRANCO ENGINEERS, INC.
Lake Washington Park Building
5808 Lake Washington Boulevard NE
Kirkland, WA 98033
ATTENTION: Ed Berschinski
Dear Ed:
SUBJECT: UPPER HOH ROAD
County Road No 914207
Project No CR0749
Enclosed, please find two (2) copies of Change Order No 1 for
the above specified project.
Clearing as shown on Contract Plan Sheet 1 Roadway Section "Note"
minimum clearing width is 5.0 I beyond catch point or 27' from
centerline. whichever is greater. Clearing width as computed
at bid time: Length of project, 17+50 to 95+00 = 7,750 Lineal
feel: x 2 sides = 15,500 r.F, 5.5 acres x 43,560 = 239,580 square
feet T 15,500 feet 15.46 feet, average clearing width each
side for the total project. The Change Order Clea~ing: Project
length stays the same both sides, 15,500 LF. Change clearing
quantity to 9.5 acres x 43,560 = 413,820 SF T 15,500 LF = 26.7
feet, average width each side. The 15' average clearing width
as computed on the original contract has all of the clearing
width in the most efficient, working limits of cur equipment.
Now the Change Order extends the average clearing width to 26.7
feet. According to the equipmen t manufacture of the 892 John
Deere Excavator, the lifting capacity of this machine at 25 feet
is reduced by 47% over what the capacity is at 15 feet. There-
fore, the increase in the Clearing and Grubbing is due to the
additional width of the clearing limits. The efficiency of the
excavator is highly reduced because of the additional width re-
sulting in slower production and increasing costs.
The extension of contract time by three days at the end of the
contract is not a realistic approach on thio project because
the original contract time could very easily run us into the
fall and winter weather before all of the contract time io used.
The only way we can extend the working time on thio project is
to work longer hours per day and this will be overtime for the
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20 June 1989
Page Two
workers.. This additional overtime may also carryover to the
other contract items as a result of the increased clearing and
grubbing. Another limiting factor on the additional clearing
is fire season. If the clearing isno.tcompleted and the debri
burned .before fire season sets in .the debriwill need .to be stock-
piled and burned at a later date and this will cause additional
expense. I feel ,that a minimum 15 day time extension for 'the
additional work in Change Order No .l.wouldbenecessary.
Following is supporting data for New Item No 29:
Plain Aluminum Culvert Pipe
0.075" Thickness, 30" Diameter
Pipe, 62' x $16,.80 Per Foot
Bands & Gaskets, 3 x $14.00 Each
Field Bevel. 2x $25.00 Each
Place, 62' x $8.00 Per Foot
$1,041. 60
42.00
50..00
496.00
$26.28 = 62 Lineal Feet @
$1,629..60
If you need additional information or have any questions, please
don't hesitate to contact me. Thank you.
Sincerely yours,
BRUCH & BRUCH CONSTRUCTION, INC.
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Jack R. JOhnU~n' , ' .
Estimator
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MINUTES
PRE-CONSTRUCTION MEETING
UPPER HOH RIVER ROAD
JEFFERSON COUNTY
Project CR0749
May 16. 1989
ATTENDEES:
Ed Berschinski. EEl
Les Klontz. Clallam Co, PUD
DelVisser. Peninsula Telecom
Roger Hosto.ClallamCo, .PUD
Lynn Bruch. Bruch & Bruch Const.
Jack Johnson. Bruch & Bruch Const.
V"fhomas E, Morello. Jefferson Co,
Ralph Heill. EEl
Gene Brehmeyer. Dept. of Lacor & Ind,
Howard Yanish. ONP
Bud Bliemeister, N,T.1.
Jack Johnson. Bruch & Bruch Const.
Bruce Laurie. Jefferson Co. PIW
INTRODUCTION
The meeting began with an inlroduction by Bruce Laurie of the key individuals and their
responsibilities for the project.
Bruce Laurie and Tom Morello then gave a description of the project including the
proposed stream relocation. The concern for protection of fisheries was emphasized
and work must be accomplished within the parameters of the project Hydraulics
Approval,
Funding for the project is from the State of Washington Rural Arterial Program Funds.
Tom and Bruce both emphasized the desire to have a cooperative effort toward the
common goal of successful completion of the project.
SCHEDULE
Lynn Bruch presented the proposal project schedule and discussed traffic control,
beginning with the clearing operations. Normal delays can be elCpected of 15.20
minutes with as much as 30 minutes under certain circumstances.
Emergency vehicles will always be allowed to go through and the ability to radio ahead
for emergency vehicles from Olympic Park will be maintained,
Coordination with the utilily companies was then discussed. There was a concern
elCprElsaed by the pun about the July 1, 1989 start date of the Owl Creek project and
the relocation needs on this project. With the delayed start, the PUD may be able to
complete work at Owl Creek prior to need to be on Hoh Road. The contractor wishes
10 delay the start of the project until June 12th due to commitments on other work.
This request will be considered, as long as the finish date Isn't pushed back into the
rainy season,
Lynn Bruch will work with the PUD to coordinate utility relocation on both jobs, The
PUD cable installallon is elCpected to take 9 days, The cable will be plowed In.
Pennlnsula Telecom will lay cable on the surface for the first 1.500 feet and then plow
the cable In.
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Berschinski reminded the contractor of the ReW with respect for responsibilities in
utility relocation.
SAFETY
Gene Brehmeyer. compliance representative for Dept. of Labor and Industries.
discussed regulatory safety needs and availability of volunteer services. Safety
requirements by the utility company crews and their contractor is also regulated by
Labor and Industries, The contractor was informed that subcontractors not in
compliance with safety regulations may result in the assessment of fines to the oeneral
contractor, Safety information packets were made available to those in attendance,
Gene emphasized that worker safety may override i:lnvironmental restrictions.
TRAFFIC CDNTROl
The contractor submitted his proposed traffic control plan, The contractor has a
current copy of the MUTCD and has prepared the plan accordingly,
Ed Berschinski reviewed the other items under Traffic Control and Safety of the
attached agenda. Section 4, The contractor responded .yes. to the safety questions
in that agenda: .
Jennifer Bruch is the company safety official. Safety meetings are held' monthly.
Occupational illnesses/injuries are reported on OSHA From 200 or equivalent. The
contractor will coordinate with DNR with respect to removal of safety hazards from the
pi oject site,
The contractor provided a Iisl of emergency traffic control personnel. A similar ~ist will
be provided by the engineer,
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ENVIRONMENTAL COMMITMENTS
Requirements of the Dept. of Fisheries Hydraulics Approval must be adhered to. The
contractor was requested to have erosion control materials on hand. Payment will be
made if these materials are required to be used.
In addition to water quality regulations the contractor was reminded of air quality
regulatlons for burning and asphalt plant emissions and reclamation of pits.
RECORDS AND REPORTS
Jack Johnson submitted the contractor's Initlat requests for Material Source Approvals
and Request to sublet work,
Some of the proposed Sources of Materials. particularly gravel borrow and gravel
base may change. Other submittals must be transmitted to Entranco. as required by
the specifications.
The contractor waa requested to submit certlfled payroll and will utilize an appropriate
form, Ralph will oonduct wage rate Interviews. The State may audit the project based
upon the wage rate Interviews,
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Paperwork for pay estimates (truck tickets. measurements. etc.) must be kept up on a
daily basis. so all estimates are current Progress payments must be to the County by
the 10th of the month. so the 25th of the proceeding month will be the cut-off date.
The contractor was reminded of the need to meet affirmative action goals and the
preference to hire crews from focal Indian tribes.
The contractor was asked to read the statement provided in the agenda relating to the
Davis.Bacon Act
Individuals from the utility companies. Labor and Industries. and Olympic Park were
then dismissed.
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GENERAL CONTRACT tNFORMATION
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Signed contracts. insurance certificate. and perlormance bond were submitted to the
County, A signed copy of "Inlet to Pay Prevailing Wage" is needed, All
correspondence will be transmitted to Entranco but final approval remains with the
County. When possible. the County will use WSDOrs plant inspector.
Changes: Culvert size will be increased from 24" to 30" at Sta. 60 + 00.
A discussion took place on change in culvert length, Normally the contractor will only
be paid for the length installed, If there is a major change (reduction form order
length) the contractor will normally be reimbursed for the pipe or re-stocking charge,
tnterpretatlon of Plans and Specs: The contractor asked us to clarify the clearing
limits and to provide a copy of the clearing notes. He also requested cross-sections
(these were provided) full.size plan sets (2) and half-size sets (8-10).
Entranco will calcutate elCcavation and embankment quantities from slope stakes after
clearing and grubbing. Measure will only be made one time.
No dual payment will be made for structure excavation when new culvert installation is
some location as old culvert removal.
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To the best of my knowledge. these minutes represent a clear and actual account of
the meeting. II you find the need for corrections. additions. or deletions. please notify
in writing within 10 days 01 receiving these minutes,
Respectfully Submitted.
ENTRANCO ENGINEERS. INC.
.
Ed Berschlnski
Manager. Construction Services
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SIGN-UP
MAY 16, 1986
PRECONSTRUCTlON MEETING ATTENDANCE
UPPER HOH RIVER ROAD CR0749
Name
Affiliation
Address
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AGENDA
Pre-Constructlon Conference
Jefferson County
Upper Hoh River Road
Project CR 0749
May 16. 1989
Presenter
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Bruce Laurie
Jefferson County
, . Call to order
. Introduction
. Description of Project
. Proposed Schedule
. Response to scheduling
questions
" Utility and Agency
Interaction
- Public/Adjacent Properties
- Laborandlndustries
- Franchise Utilities
- Clallam County PUD
- Pennlnsula Telecom
- Environmental Commitments
Len Bruch
Bruch and Bruch
Construction Inc.
Ed Berschinski.
Entranco Engineers. Inc.
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. Traffic Control and Safety
. Records and Reports
. Dismissal of Parties With
No Additional Need
for Input
. Discussion of Specific
Project/Contract Issues
. End Conference
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Time
10:00 a.m,
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10:15 a.m,
10:30 a,m.
11:15 a.m.
11 :20 a.m.
Noon
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PRECONSTRUCTION CONFERENCE DISCUSSION LIST
UPPER HOH RIVER ROAD
CR0749
MAY 16. 1989
1. ORDER OF WORK (Progress Schedule)
A. Start prior to Memorial Day
B. Complete in 75 working days (mid-September)
2. UTILITIES
A. List of affected services.
B. Locate service,
C. Notification time required by organ/zolions.
3. SUBCONTRACTORS AND AGENTS
A. Request to sublet work. Statement of Intent to Pay Prevailing Wage.
B, Nature of work to be preformed by each.
C. Subcontractor to route all correspondence via Prime Contractor.
D. Prime Contractor must have a representative. designated by letter. with authority
on the job site at all times.
E. DBE subcontract work.
4. TRAFFIC CONTROL AND SAFETY
A. MUTCD Manual will control signing.
B. Alternate traffic control plans must be submitted 10 days prior to the need and
approved prior to use.
C. The Contractor and Engineer shall designate. by an exchange of lellers.
Individuals responsible for construction traffic control.
D. Flaggers shall use standard paddles and vests and have In their possession a
valid flagger card.
E. The Conllactor Is rosponslble for the safety of the employees on thlll project and
shall comply with all applicable State and Federal construction safety standards.
1. Does the Contractor have a definite Safely Program?
2. Does the Program have the support of Management?
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3. Has responsibility for safety been assigned to a specific company official?
Who?
4. Does the program include frequent safety inspections of the project? Does
this include subcontractor operations?
5. Does the contractor train employees to recognize and to avoid unsafe
conditions and practices?
6. Are periodic safety meetings held with employees? How often?
7. Are all occupational illnesses and injuries investigated. recorded and
reported by the contractor?
8. Does the Contractor keep currently informed on all safety standards and
regulations?
9. Will the required posters be prominently displayed at the work site?
F. The Contractor is responsible for seeing that subcontractors comply with safety
regulations.
G. The Contractor's plans for meeting specific safety requirements and for
eliminating potentially critical hazards on the project.
H. Gross legal load requirements shall be adhered to. Loads shall have 6" of free
board or be covered.
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I. Entranco Engineers will monitor the requirements and report infractions to the
appropriate agencies, .
5. ENVIRONMENTAL COMMITMENTS
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A. Standard Speclllcations and Special Provisions.
B. Hydraulic Approval.
C. D.O.E. Short Term Water Quality Modification Permit.
D. D.O.E. Registration of rock crushers.
E. Olympic Air Pollution Control Authority.
6. RECORDS AND REPORTS
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A, Description of requlrod forms.
B. All roports must be handled through the Prime Contractor.
C. Request for Approval of Sources should be submitted as soon as possible.
D. Certified payrolls must be submitted on time. Wage rate interviews will be
conducted.
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E. Affirmative Action goals. Indian preference.
F. Davis Bacon and Related Acts and the Contract Work Hours Standard Acts
statement
"IndependenUy or in conjunction with the Department of Transportation, the
Department of Labor may investigate complaints or incidents of violation of the
Davis-Bacon and Related Acts and/or the Contract Work Hours Standard Acts.
You are advised that while independent investigations are the prerogative of the
Department of Labor. basic responsibility for the administration and enforcement of
these Acts lies with the Department of Transportation. Independent findings of the
Department of Labor with respect to these Acts shall not preclude similar or different
findings by the Department of Transportation and the imposition of such sanctions as
are provided for the Acts. Any action taken by you as a result 01 the Department of
Labor investigations or findings shall impose no responsibility to the Department of
Transportation under this contract and such actions shall not be considered
conclusive and final unless specifically approved as such by the Department of
Transportation."
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7. DISMISS DISfNTERESTED PARTIES (List those leaving)
8. GENERAL CONSTRUCTION DISCUSSION
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A, Contractor elCplains how he plans to pursue the work.
B. Discuss anticipated construction problemsJinlerprelatlon or conflicts with plans
and specs.
C. Adequacy 01 contractor's equipment.
D. Sources of labor,
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ENTRANCO ENGINEERS, INC.
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LAKE WASHINGTON PARK BUILDING 12(6) 827.1300
5808 LAKE WASHINGTON BOULEVARD N.E.. KIRKLAND. WA 88033
June 20. 1989
Ms. Jennifer Bruch. President
Bruch and Bruch Construction. Inc,
228 Highway 101 West
Port Angeles. Washington 98362
Hoh River Road
CR0749
Entranco Project No. 98035-20
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JUN 221989
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The following individuals representing Jefferson County will be available for emergency
traffic control.
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Name
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1 ' Ralph Heitt (Entranco Engineers)
2, Tom Morello (Jefferson Co.)
3, Jim Davies (N.W. Territories. Inc.)
4. Mel Frakker (Jefferson Co.)
374.9620 Eve.
374.9259 Eve.
374.9620 Eve.
374.5116 Day
374.6952 Eve.
The above individuals will respond on an "as needed" basis and at least one will be
available at all times.
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ENTRANCO ENGINEERS. INC.
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Ed Berschlnskl
Manager. Construction Services
V cc: Bruce Laurie
Jefferson County
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362 (206) 452-5388
6 June ~989
ENTRANCO ENGINEERS, INC.
Lake Washington .Park Building
5808 Lake Washington Boulevard NE
Kirk~and, WA 98033
RECEIVED
ATTENTION: Ed Berschinski
JUN 8 1989
JEFFERSON COUNTY
PUBLIC WORKS DEPT.
Dear Ed:
SUBJECT: Upper Hoh River Road
Contract No CRO 749
Entranco Project No 89035-20
In reference to our letter dated ~8 May ~989 and 'the
above referenced project fo~lowing is our choice of
the options avai~able to us .in respect to the starting
date of the project.
We have chosen to have the project time start in ac-
cordance with the contract p~ans, 30 May 1989. We
still plan on beginning mobi~ization the week of June
~2th and c~earing operations the week of June 19th.
If you have any questions or need additional informa-
tion, please contact our office. Thank you.
Sincerely Yours,
BRUCH & BRUCH CONSTRUCTION, INC.
~
Estimator
CCI Bruce Laurie, Jefferson County
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I (Name) I ~--W1c:s~,El.J".P
Talked with e:D i5~Ij..\,c;:,\Llof E)JT1ZA/lJ.LO
'!tN.called [] Party called Time ~J;)~O...A_ Date -#-f:,/~ <7
Sublect _,~'f?el2-,~---32..))-'t'..ao.7~9-~ ~ 1 l~I~__
Wl,at I said: __~_~_~CL.~1J~,t"=--
65n~f.tJ1!t.----f-J':Un,~c:n.:mb__.J::J.:I:19.-~~I_6d_N..ftL.,-
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TO 10' OO/SI 'f)lt ~ ntt!: c..i'TTl.# "Pi::i?JJ1' e2 TO 7"f'tt!. -e./w '-'~
Whot party soid: TI:IS-1N.cL.fL$.L~~~I..E:l1fRJJJ.Ir....E!i::tn--~
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Action Needed __,...AI~~,..::J:l:J::t.s---.::JJ.m__.____,___
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(206) 385-3505
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AcKtrd., Item' P380 ((\ WhHl., aroup Inc. 1M2
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ENTRANCOENGINEERS, INC.
LETTER OF
~NSM'TTAL 0 IIIEIIIOIlANDUIIII
~KE WASHINGTON PARK BUILDING (206) 827-13QO
5808 LAKEWASHINQTQN BOUl.EVARD N.E. FAX: 1206) 827-7338
KIRKI..AND, WASHINGTON 98033
c 518 SEATTl.E-FIRST NATIONAL BANK BUIl.DING
EVERETT, WASHINGTON.98201
(206l258-8202
To:
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Project No: Bq 0 3. S--~4J
Title: f.I-., /.... R,d.
Re:
Date:
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Attention:
C ATTACHED
C UNDER SEPARA"e COVEl'
FOR. YOUR:
C.ORIQINALS
C PRINTS
o OTHeR
C INFORMATION/USE
C AS REQUESTED
CI OTHER
OUR
ACTION:
C REVIEWED
C APPROVED
o NOT APPRoveD
o SEE REMARKS
Q OTHER
REQUESTED
ACTION:
C APPROVAL
c REVIEW 6 COMMENT
o MAKE CORRECTIONS 'NOTED
o REVISE & RI:SUBMIT
Q' OTHER
NO. OF DRAWING
COPIES NUMBER
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MAY 301989
.I~FI=EASON COUNTY
PUBLIC WORKS DEPT.
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DISTRIIUTION; Whll. to ACId....... .. o.nary 10 ProltOI '11. .. P'ftk 10 DIV 'II,
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ENTRANCO ENGINEERS, INC.
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LA"::;: WASHINGTON PARK BUILDING 1206) 821.1300
5106 LAKE WASHINGTON eOULE\.'ARD H.E. tcIRKLAND. WA SlEI033
May 24. 1989
Mr. Jack A. Johnson. Estimator
Bruch & Bruch Construction
228 Highway 101 West
Port Angeles. Washington 98362
Upper Hoh River Road
Contract No. CRO 749
Entranco Project No. 89035-20
RECEIVED
MAY 25 1989
JEFFERSON COUNTY
PUBLIC WOR.KS DEPT.
"
Dear Jack:
Your letter of May 1B. 1989 to Jefferson County requesting a delay in project start is
generally acceptable. However. as stated in the pre-construction meeting, the intents
and purposes of the end of May start was to construct during optimum seasonal
conditions, Your letter did not address a completion date.
Several options are available for our consideration.
.
1, Start June 12th and allow 75 working days. This would push the project
completion into the last week of September. If other non-working days are
granted we could easily elC\end into October when suitable weather is less likely,
This is not very desirable,
2, Start June 12th and allow 75 working days. No additional non-working days
would be permitted for weather.
3, Start June 12th and allow 65 working days. Additional non-days could be
granted as conditions dictate,
4. Stalt June 12th with a ~Ixed completion date (i.e. September 29th). No additional
working days would be allowed for any reason.
Please consider these options and call to discuss a mutually acceptable solution. You
may have other options which could lead to an equitable resolution.
Thank you lor your prompt response.
Sincerely.
ENTRANCO ENGINEERS, INC,
C;) ~Jo..A_d~
Ed Berschlnskl
Manager. Construction Services
~: Bruce l.aurle. Jefferson County
Ralph Haltt. EEl
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362 (206) 452-5388
~8 May ~989
JEFFERSON COUNTY DEPARTMENT OF PUBLIC WORKS
~820 Jefferson Street
PO Box 1220
Port Townsend, WA 98368
ATTENTION: Bruce Laurie
Dear Bruce:
SUBJECT: UPPER HOII ROAD
Count:y Road No. 91.4207
Cont:ract: No. CRO 749
Per our conversation at the Preconstruct ion Conference
on 1.6 May 1989, I am requesting a delay in starting
the subject project unti~ 12 June 1989. The reason
for this request is that we wi~l be comp1.eting other
projects the first two weeks of June and our people
and equipment will not be available to start this pro-
ject. We would prefer to comp1.ete the other work then
start mobi1.ization to this project on June 12th with
the clearing operation to start mid-week and a full
operation June 19th.
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By starting this project with a full operation instead
of starting two weeks earlier with a partial operation,
we will cause less disruption to traffic and still
be able to complete the project in a timely manner.
Thank you for your consideration of this request.
Very Truly Yours,
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BRUCH & BRUCH CONSTRUCTION, INC.
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ENTRANCO ENGINEERS, INC.
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362 (206) 452-5388
15 May 1989
JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
PO Box 1220
Port Townsend, WA 98368
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ATTENTION: Bruce Laurie
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Dear Bruce.
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SUBJECT: UPPER HOH ROAD
County Road No. 914207
Contract No. eRO 749
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On the above referenced project, LYNN R. BRUCH and
KURT A. BRUCH will be my duly authorized representa-
tives at the site of the project during its progress.
They are experienced, capable of understanding the
contract and able to supervise performance of the work
provided in the contract.
Lynn and Kurt shall have full authori ty to represent
and act in my behalf. Thank you.
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Sincerely,
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BRUCH & BRUCH CONSTRUCTION, INC.
~B~
President
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CONTRACTOR REQUEST FOR SURVEY
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ENTRANCO ENGINEERS, INC.
Date Request Initiated: 18 May 1989
LAKE WASHINGTON PARK BUIl.DING (2Ol5I 827.1300
5808 LAKE WASHINGTON BOUl.EVARD N.E._ KIRKLAND. WA lMlO33
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Project Name: UPPER HOH ROAD
Requested By: Jack R. Johnson
EEl Project No. 89035-20
Title: Estimator
Company:
BRUCH & BRUCH CONSTRUCTION. INC.
"
Forty-eight (48) hours notice from receipt required for all survey work.
Starting Date:
Completion Date:
Estimated Hours:
"
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SURVEY TASKS TO BE PERFORMED:
1. Construction C1earing and Grubbing L~its
2.
3.
4.
5.
Coordinate Survey With:
Special Instructions or Conditions:
We p1an to. start fu11 c1earing operations on the project June
19. 1989 witha partia1 operat1on the week o~ June 1~. 1989.
Is this work an extra item? Yes
Is overtime authorized? Yes
Are cut sheets required? Yes
No X
No -X-
No -X-
FOR ENTRANCO USE ONLY
Date Request Received:
Received By:
Is work requested within original contract/scope?
Will overtime be required?
Convnents:
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Yes
Yes ==
No
No==
S-03 (6/86)
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MAY 2 21989
JEFFERSON COUNTY
PUBLIC WORKS DEPT.
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228 Highway 101 West PorI Angeles, WA 98362 (206) 452-5388
18 May 1989
HOH RIVER RESERVATION
HC-80 Box 917
Forks, WA 98331
'A'l'I'ENTION: David Nilsen
Executive Director
Dear Mr. Nilsen:
SUBJECT: ....ta'I.'~ <XXBl'Y 1EPAR'JMENl' OF PUBLIC 1<<lRICS
VPPER IDI IDl\D
County Road No. 914207
P=ject No. CRO 749
I have been awarded the contract for the construction of the above
specified project. Construction activities will start on or about
12 June 1989. '!he contract documents state in part the following:
This project is J.ocated near the Hoh Indian ReseJ:Vation and
Quinault Indian ReseJ:Vation, therefore may be subject to var-
ious tribal laws and taxes. Tribal Enployment Rights Ordin-
ances (TEOO's), providing for Indian preference in el1Illoyment,
training, and subcontracting Il'BY also apply.
Although Indian preference cannot be carpelled or mandated
by the State, there is no limitation whereby voluntary Con-
tractor or subcontractor initiated preferences are given,
if otherwise lawful. 41 crn 60-l.5(a)6 provides as follows.
Work on or near Indian reservations --- It shall not be a
violation of the "''lUll). opport.mity clause for a constnlction
or nonconstruction Contractor to extend a publicly announced
preference in el1Illoyment to Indians living on or near an Indian
reseJ:Vation in connection with en-ployment opportunities on
or near an Indian reservation. The use of the word "near"
would include all that area where a person seeking errployment
could reasonable be expected to carmute to and from in the
course of a work day. Contractors or subcontractors extending
such a preference shall not, however, discriminate l!IlIOng In-
dians on the basis of religion, sex, or tribal affiliation,
and the use of such a preference shall not excuse a Contractor
fran CCIl1;llying with the other requirements as contained in
the August 25, 1981 Deparbnent of Labor, Office of Federal.
Contract Catpliance Programs, GoveX'l'll1'ent Contractors Affirma-
tive Actions Requironants.
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/JEFFERSON COtlNl'Y DEPAR'lMENl' OF PUBLIC WORKS
18 ,May 1989
HOH RIVER RESERVATION
Page Two
It is my intention to canp1y with the requirements of the contract,
therefore, any tribaJ.. merciJers interested inapp1yingforenploy-
ll1E'.nt may contact my office.
If 'you should have any questions, pl.easedo not hesitate to can;
'n1ank you.
Sincerely,
BRUOI & BRUCH CONSTRUC1'ION, INC.
Jennifer M. Bruch
President
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Bruch & Bruch Construction
228 Highway 101 West Port Angeles, WA 98362 (206) 452-5388
19 May 1989
QUINAULT INDIAN RESERVATION
PO Box 189
Taholah, WA 98587
A'lTENTION: Debby Martin
RECEIVED
MAY 2,21989
JEFFERSON COUNTY
PUBLIC WORKS DEPT.
Dear Ms. Martin:
SUBJECl': "'J:iIf~ CXXJNl'l( 1EPARlMmll' OF PVBL:IC KIRKS
UPPER IDJ ROI\D '
County Road No. 914207
P.l:uject No. CK) 749
I have been awarded the contract for the construction of the above
specified project. Construction activities will start on or about
12 June 1989. The contract documents state in part the folJ.O\rling:
This project is located near the Hoh Indian Reservation and Quin-
ault Indian Reservation, therefore may be subject to various tri-
bal laws and taxes. Tribal Ehployment Rights Ordinances (TERO's)"
providing for Indian preference in employment, training, and sub-
contracting may also apply.
Although Indian preference cannot be carpelled or mandated by
the State, there is no limitation whereby voluntary Contractor
or subcontractor initiated preferences are given, if othel:Wise
lawful. 41 CRF 60-1.5(a)6 provides as follows:
Work on or near Indian reservations --- It shall not be a viola-
tion of the equal opportunity clause for a construction or non-
construction Contractor to extend a publicly announced preference
in ,,"1~luYl11ent. to Indians living on or near an Indian reservation
in connection with enployment opportunities on or near an Indiml
reservation. The use of the work "near" would include all that
area whore a person seeking enployment could reasonably be expect-
ed to commute to and from in the course of a work day. Contrac-
tors or subcontractors extending such a preference shall not,
however, discriminate among Indians on a basis of religion, sex,
or tribal affiliations, and the use of such a preference shaJ.l
not excuse a Contractor from cooplying with the othar requirements
as contained in the August 25, 1981 Department of Labor, Office
of Federal Contract Conpliance Progr/!llT1S, Govemroont Contractors
Affirmative Actions Requirements.
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QUINAULT INDIAN RESERVATION
Page Two
It is. my intention to cmpl.y with the requirements of the contract,
therefore, any tribal merrbers interested inapp1.ying for enpl.oyment
may contact my office.
If you should have any questions, pl.ease do not hesitate to call.
'lhankyou.
Sincere1.yyours ,
BRUCH & BRUCH CONSTRUcrION, INC.
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President
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TRAFFIC
CON T R 0 L
PLAN
PROJECT: UPPER HOH ROAD
County Road No. 9l.4207
Project No. CRO 749
Traffic travel.ing through this project wil.l. be control.l.ed
by the use of signs, fl.aggersand a pil.ot car used in variabl.e
combination as al.l.owedby the Standard Pl.ans ,K-2 and K-16.
In the individual. work areas or the isol.ated work areas, we
-wil.l. use signs and fl.aggers,. When we have three (3) or more
work areas in the same vicinity, we wil.l use signs, pil.ot
car and fl.aggers at the beginning and end of the total. work
area and individual. fl.aggers as needed within the work area
so that traffic can move through the project with a minimum
number of ,stops and delays. All. emergency 'Vehicl.es wil.l.
be al.l.owed to pass with a minimum del.ay and if we can advance
notice that they are coming we can reduce that to no del.ay.
All. equipment (Backhoes, Graders, Trucks, etc.) flaggers
and pilot car will. be equipped with CB Radios.
The fol.lowing is a list of signs that will be needed:
Post Mounted Signs
W-20-1
G-20-l.
W-21-15
G-20-2
Road Construction Ahead
Road Construction Next
No Centerline Stripe
End Construction
4 Each
2 Each
2 Each
2 Each
Mil.es
Portable Signs
W-20-1 Road Construction Ahead
W-20-4 One Lane Road
W-20-7A Fl.aggers Symbol.
Flaggers Hand .Sign
G-20-4 Pilot Car Follow Me
4 Each
6 Each
6 Each
6 Each
1 Each
Emergency Traffic Control Personnel*.
Lynn Bruch
Kurt Bruch
Shannon Bruch
452-5388
452-9976
457-1897
*Additional names and numbers will be furnished as employees
are assigned to the project.
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ENTRANCO ENGINEERS, INC.
LETTER OF
J1/... TRANSMITTAL D MEMORANDUM
~KE WASHINGTON PARK BUILDING (206) 827-1300
5808 LAKE WASHINGTON BOULEVARD N.E. FAX: (208) 827-7338
KIRKLAND. WASHINGTON 98033
c 516 SEATTLE-FIRST NATIONAL BANK BUILDING (206)258-6202
EVERETT. WASHINGTON 6B201
~~~;t:::5<A
Attention: ,... "-"' f'vLo.r '
5-1'1-8"1
Date:
Project No: 119 D ~s:- ~ ~
Tltle:_" W0 t... ~ . r<J' {2..J,
Ae: ~ .A.^J.r,...(.J.v., ~,~;t
~~c;.H:~PARATE COVEfI
fOR YOUR:
D ORIGINALS
c PRINTS
o OTHER
FORMATION/use
o AS REQUESTED
c OTHER
OUR
ACTION:
C REVIEWED
C APPROVED
o NOT APPROVED
c see REMARKS
C OTHER
REQUESTED
ACTION:
C APPROVAL
c REVIEW & CO~MENT
o MAKE CORRECTIONS NOTED
o REVISE. REGUBMIT
c OTHER
NO. OF DRAWING
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PORT TOWNSEND, WA 98368
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(208) 385-3505
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JEFFERtJN COUNTY
DEPARTMENT OF PUBLIC WORKS
Gary A. Rowe, P.E., Director
Robert G. NIISbllt, P.E., County Engineer
1820 Jefferson Street
P.O.. Box 1220
Port Townsend, WA 98368
(206),385-9160
May 17, 1989
.'
Escrow Officer
Northwestern National
Port Angeles Branch
P.O. Box 2028
Port Aneeles, WA 98362
Bank
Re: Escrow account for retained percentage, Upper Hoh Road
Improvement, CR0749.
In accordance with the Contractor's Declaration of Option for
Management of Statutory Retained Percentage, (copy attached) for
the above refe~enced project, Jefferson County Department of
Public Works is requesting that an interest bearing escrow
account be established and held until such time as Jefferson
County .releases the accumulated funds after acceptance of the
work.
.
All costs associated in opening and maintaining the account shall
be the responsibility of the Contractor, Bruch & Bruch
Construction, Inc.
If you have any que.tions, do not hesitate to contact myself or
Ms, Eleanor Stiokney of this office.
Sincerely,
~
Construction En8ineer
.
Enolosure
xc: CR0749. corres.
Bruch & Bruch ponstruction. Inc.
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. Traffic Control and Safety
. Records and Reports
. Dismissal of Parties With
No Additional Need
for Input
. Discussion of Speclnc
ProjecVContractlssues
. End Conferonce
AGENDA
Pre-Construction Conference
Jefferson County
Upper Hoh River Road
Project CR 0749
May 16,1989
Presenter
Item
Bruce Laurie
Jefferson County
. Call to order
. Introduction
. Description of Project
. Proposed Schedule
. Response to scheduling
questions
. Utility and Agency
Interaction
Public/Adjacent Properties
- Labor and Industries
Franchise Utilities
- Clallam County PUD
. Pennlnsula Telecom
- Environmental Commitments
Len Bruch
Bruch and Bruch
Construction Inc.
Ed Berschinski,
Entranco Engineers. Inc.
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10:15 a.m.
10:30 a.m.
11:15 a.m,
11 :20 a.m.
Noon
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PRECONSTRUCTION CONFERENCE DISCUSSION UST
UPPER HOH RIVER ROAD
CR0749
MAY 16. 1989
1, ORDER OF WORK (Progress Schedule)
A. Start prior to Memorial Day
B. Complete in 75 working days (mid-September)
2. UTILITIES
A. List of affecled services.
B. Locate service.
C, Notification time required by organizations,
3. SUBCONTRACTORS AND AGENTS
A. Request 10 sublet work, Statement of Intent to Pay Prevailing Wage,
B. Nature of work to be preformed by each.
C, Subcontractor to route all correspondence via Prime Contractor.
0, Prime Contractor must have a representative, designated by letter. with authority
on the Job site at all times,
E, DBE subcontract work.
4. TRAFFIC CONTROL AND SAFETY
MUTCD Manual will control signing,
Alternate traffic control plans must be submitted 10 days prior to the need and
approved prior to use,
The Contractor and Engineer shall designate. by an exchar.ge of letters.
Indlvldusls responsible for conslructlon traffic control.
Flaggera shall use standard paddles and vests and have In their possession a
valid flagger card,
The Contractor Is responsible for Ihe safety of the employees on this project and
shall comply with all sppllcable State and Fedoral construction safety standards.
1, Does the Contractor have a definite SafelY Program?
2, DoeS the Program hsve the eupport of Menagement?
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3. Has responsibility for safety been assigned to a specific company official?
Who?
4. Does the program include frequent safety inspections of the project? Does
this include subcontractor operations?
5. Does the contractor train employees to recognize and to avoid unsafe
conditions and practices?
6. Are periodic safety meetings held with employees? How often?
7. Are all occupational illnesses and injuries investigated, recorded and
reported by the contractor?
8. Does the Contractor keep currenUy informed on all safety standards and
regUlations?
9, Will the required posters be prominently displayed at the work site?
F. The Contractor is responsibte for seeing that subcontractors comply with safety
regulations,
G. The Contractor's plans for meeting specific safety requirements and for
eliminating potentially critical hazards on the project.
H, Gross legal load requirements shall be adhered to. Loads shall have 6" of free
board or be covered,
I. Entranco Engineers will monitor the requirements and report infractions to the
appropriate agencies.
5, ENVIRONMENTAL COMMITMENTS
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A. Standard Specifications and Specle,l Provisions,
B, Hydraulic Approval.
C, D.O.E, Short Term Water Quality Modification Permit.
D. D.O.E. Registration of rock crushers.
E. Olympic Air Pollution Control Authority,
6, RECORDS AND REPORTS
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A, Description of required forms,
B, All reports must be handled through the Prime Contractor,
C, Request for Approval of Sources should be submitted as soon as posslbte.
D, Certllled payrolls must be submitted on time, Wage rate Interviews will be
conductod,
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E. Affirmative Action goals, Indian preferellce.
F. Davis Bacon and Related Acts and the Contract Work Hours Standard Acts
statement.
"IndependenUyor in conjunction with the Department of Transportation, the
Department of Labor may investigate complaints or Incidents of violation of the
Davis-Bacon and Related Acts and/or the Contract Work Hours Standard Acts.
You are advised that while independent Investigations are the prerogative of the
Department ,':)f Labor, basic responsibility for the administration and enforcement of
these Acts lies with the Department of Transportation, Independenl findings of the
Department of Labor with respectto these Acts shall not preclude similar or di"erent
findings by the Department of Transportation and the imposlUon of such sanctions as
are provided for the Acts. Any action taken by you as a result of the Department of
Labor investigations or findings shall Impose no responsibility to the Department of
Transportation undor this contract and such actions shall not be considered
conclusive and final unless specifically approved as such by the Department of
Transportation."
7, DISMISS DISINTERESTED PARTIES (List those leaving)
8. GENERAL CONSTRUCTION DISCUSSION
A, Contractor explains how he plans to pursue the work,
B. Discuss ,anticipated construction problemslinterprelalion or conflicts with plans
and specs.
C. Adequacy of contraclor's equipment.
D. Sources of labor.
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ENTRANCO ENGINEERS, INC.
May 8, 1989
LAKE WASHINGTON PARK BUILDING 12(6) B27-1300
5608 LAKE WASHINGTON BOULEVARD N.E.. KIRKLAND. WA 98033
Mr. Len Bruch
Bruch and Bruch Construction Inc.
228 Highway 101 West
Port Angeles, Washington 98362
Upper Hoh River Road Reconstruction
County Road No. 914207, MP 0.33 to MP 1.80
County Road Project No. CR0749
Entranco Project No. 89035'-20
Dear Mr. Bruch:
RECEIVED
MAY 1 0 1989
JEFFERSON COUNTY
PUBLIC WORKS DEPT.
NOTICE OF PRECONSTRUCTION MEETING
Jefferson County has retained the services of Entranco Engineer, Inc. to provide
construction management services for the above referenced project. One of our Initial
tasks is to arrange and conduct the pre-construction meeting,
This letter is to confirm that a preconstructlon meeting for this project is scheduled as
follows:
10:00 a.m., Tuesday, May 16, 1989
Clallam County PUD Conference Room
First and Division Street
Forks, Washington
By copy of this letter the agencies and companies represented on the attached
contact list are invited to participate in this meeting.
Contract documents were forwarded to your offlco by Jefferson County on April 25.
1989 for your execution and return, You are also requested to submit several other
documents at your earliest convenience, Including; a certificate of required insurance
coverage, a performance bond, and intent to pay prevailing wage,
At the preconstruction conference we will ask you to present a discussion of the
proposed project schedule. Along with you schedule we would like you to bring any
requests to sub.let work, requests for material source approvals, traffic control plans
and a statement which presents your project site representative and emergency traffic
control personnel and phone numbers, We will provide a similar emergency list.
Please feel free to call with any questions, We look forward to working with you on this
project
Sincerely,
~NF,?NG'NEE~S' ',NC. j .
EdBers~
Manager, Construction Services
IVIMn Of'tCl' ,1II1ATTLI-'lnlT HAtlONAL BANK IIJILDlHO 1_'.....
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Upper Hoh River Road
CRP No. CR0749
Contact List
Mr. Ed Berschinski or
Mr, Ralph Hel"
Entranco Engineers, Inc. 827-1300
5808 Lake Washington Blvd NE. Suite 200
Kirkland, Washington 98033
Desion EnaineerslMaterlals Testina
Mr. BudBlelmelster
Northwest Territories Inc.l
Clark Associates
717 South Peabody
Port Angeles, Washington 98362
Contractor:
Mr. Len Bruch
Bruch and Bruch Construction, Inc.
228 Highway 101 West
Port Angeles, Washington 98362
Construction Manaoement
Jefterson County
Mr. Bruce Laurie or
Mr. Tom Morello
Dept. of Public Works
P.Q, Box 1220
Port Townsend, Washington 98368
Other Aaencle~
Mr, Rick Cahill
Washington State
Department of Natural Resources
Rt. 1 Box 1375
Forks. WA 98331
Mr, Tom Nelson
Washington State Dept. of Fisheries
Hwy 101 North
Forks, WA 98331
Jim DeShazo
Washington State Capt. of Wildlife
905 E, Heron
Aberdeen. WA 98520
Washington State Paltol
2055 Hwy 101 E
Port Angeles. WA 98388
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374.6131
374.9506
533-9335
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1026 E. FirstSt. Suite 1
Port Angeles. WA98362
Mr. Post Master. Nick Julich
United States Postal Service
Forks. WA98331
Mr.GeorgeBowman
United States Forest Service
AA #180x575O
Forks, WA 98331
Mr. Howard Yanish
Olympia ,National Park Service
Forks Oflice
At. 1 80x5749
Forks, WA 98331
Hoh AangerStation
!,!tilities
Mr. Les Klontz
Clallam County PUD
119 . 1st ,Ave.NE
Forks, WA 98331
Mr,Del Visser
Penninsula Telephone
P.O. 80x90
Forks, WA 98331
Tribal Councils
Mr,Davld Neilson
Hoh Tribe
HC80 Box 917
Forks. WA 98331
Ms, Debbie Martin
Qulnalt Tribe
P.O, Box ,189
Taholah. WA 98587
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Operations Manager
ITT Rayonler Inc,
LaPush Road
Forks. WA 98331
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LOCATION OF PRE-CONSTRUCTION MEETING
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JEFfERSON COUNTY
DEPARTMENT Of PUBLIC WORKS
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1820 Jefferson Street
P.O. Box 1220
Port Townsend. WA 98368
(206) 385-9160
Gaty A. Row.. P.E.. D/IIICIOI'
RobINt G. Nesbitt. P.E.. County &111_
April 25, 1989
Bruch and Bruch ConstructJ.on, Xnc.
228 HJ.ghway 101 West
Port Angeles, Wa. 98362
Re: Upper Hoh Road, CR0749, Contract Award
Gentlemen:
The 3efferson County Board of Commissioners has awarded you
the contract for the above referenced project for your bid of
$435,64],.40.
All three copies of the enclosed contract documents must be
executed on the forms provided and returned t~ thJ.s office, within
],4 calendar days, for further processJ.ng. After the Board of
County Commissioners has executed the Contract, one original will
be returned to you for your records.
Xf you have any questions, do not hesitate to contact me.
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xc: CR0749, correa.
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(206) 385-9160
Gary A. Rowe. P.E.. Director
Robert G. Nesbitt, P.E.. County Englnee'
DATE:
April 24, 1989
TO:
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Public Works, Robert G. Nesbitt,P.E., County Engineer
Board of County Commissioners
FROM:
SUBJECT:
Upper Hoh Road, CR0749, Bid Award
Public Works has completed checking the bids submitted for the
Upper Hoh Road project, CR0749, and recommends that the Board of
County Commissioners award the contract to Bruch and Bruch
Construction, Inc., of Port Angeles, Washington, for their bid of
$435,641.40.
The original bid was $439,641.40 however an error was found in the
bid price extension for Asphalt Concrete Pavement, Class B that
reduced the total bid amount by $4,000.00.
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JEFFERSON COUNTY
PUBLIC WORKS DEPT.
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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
April 24, 1989
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Mr. Edward J. Berschinski
Entranco Engineers. Inc.
5808 Lake Washington Blvd. H.E.
Kirkland, WA 98033
Re: Upper Hoh Road Improvement, CR0749, Consultant Agreement
Dear Ed:
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Engineers, Inc. for the above referenced project.
Enclosed is a fully executed original for
Additionally, in accordance with Section V of the
are hereby authorized to begin work.
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your' records.
agreement, you
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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. Ne.blll. P,E" County Engineer
April 24, 1989
Ernest Geissler, P.E., Director
County Road Administration Board
Rural Arterial Program
206 10th Street S.E.
Olympia, Wa., 98504
Re: Notification of award of contract for Upper Hoh Road, CR0749,
Project No. 914201
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Dear Ernie:
Jefferson County has awarded the Contract to construct the
Upper Hoh Road, CR0749, to Bruch and Bruch Construction, Inc. of
Port Angeles for their bid of $435,641.40.
Enclosed for your information is the bid tabulation for the
project.
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'tl.P R 1 0 1989
JEFFERSON COUNTY
PUBLIC WORKS DEPT
BRIAN BOYLE
Commissioner of Public Lands
WASHINGTON STATE DEPARTMENT OF
Natural Resources
April 7, 1989
OLYMPIC REGION
Route 1, Box 1375
Forks, WA 98331
(206) 374,6131
Tom Morello
Jefferson County Public Works Department
P.O. Box 1220
Port Townsend, Washington 98368
Dear Tom:
I have reviewed your plan for the Upper Hoh Road stream relocation
dated 3-20-89. This proposal appears sound and should be of no
detriment to the management of state trust lands and will hopefully
be an enhancement to the fisheries resource. I assume any woody
debris or excavated materials generated from this project will be
end hauled to an appropriate waste area.
If you have any additional questions, please call.
Si71?/ ad
Rick Cahi 11
Willoughby Unit Forester
For: John M. Calhoun
Regional Manager
Olympic Region
RC:mmh
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Equal Opportunity/Affirmative Action Employer
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P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
GBlY A. Rowe, P.E., Olraclor
Robert G. Nesbltl, P.E., County Engineer
March 27, 1989
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Mr. Gary W. Van Wieringen. P.E.
Entranco Engineers, Inc.
5808 Lake Washington Blvd. N.E.
Kirk1and,WA 98033
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Re: Upper Hoh Road Improvement, CR0749 , Consultant Agreement
Dear Mr. Van Wieringen:
Enclosed for review are the Consultant Agreement, 'a copy of
the draft Contract Specifications, and one set of Contract Plans.
After you reviewed the documents, please call to arrange a
time to begin negotiations.
If you have any questions. do not hesitate to contact me.
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Bruce urie
Construction Engineer
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CONgr,~>r7~ION ENGINEERING SELECTION
.", ,; ( SHORTLIST
QUALIFICATIONS AND CRITERIA
UPPER HOH ROAD IMPROVEMENT
03/14/89
13:30:48
------------------------------------------------------------------------------------------------------------.
IPROSPECTlVE'HTPROJEC'f-: PROJECT---:'-STAK'fNG--:MATERIALEf-:TESTtNcf :- - I'
: CONSULTANT FIRM : MANAGER : INSPECTOR : PERSONNEL : SAMPLING : TURNAROUND: TOTAL : REMARl
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INTI/CLARK ASSOC. : 4 I 4 : 5 : 5 : 5 : 26 :Closest to job s
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TOTAL includes bonus poi
POINTS from ,1, to "6,,are, .,aw:ardedbas,ed..cmthe,oaVlidates"re8ponl5ersto, and demonl5trated abilitiel5
of the oriteria and qualifications listed. In addition, bonus points from 1 to 6 may be awarded at
the interviewers jud.ement for specifio additional qualifioations that would oontribute
to conl!ltruotion,adminil5itrationandloroontrol,of theproJeot.
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DATE: March 15,1989
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P,O. 80x 1220
Port Townsend, WA 98368
(206) 385,9160
Gary A. Rowe, P.E., Director
Robert G. Nesbitt, P.E., County Engineer
MEMOItAJlDUM
TO: Robert G. Nesbitt, P.E., County Engineer
VROM: Tom Morello, Project Engineer ~
SUBJECT: Selection of a consulting engineering firm for County
Road Project, CR0149.
We have selected ENTRANCO Engineers, Inc, of Kirkland,
Washington, to enter into the negotiation phase of the consultant
selection process to perform the construction management"
cons'truc't1on stak1nl1 and _terials testing for the above referenced
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gary A. Rowa, P.E., Dlreclor
Roban G. Nesbitt, P.E., COunty Engineer
March 14. 1989
"
Mr. Gary W. Van Wieringen. P.E.
Entranco Engineers. Inc.
5808 Lake Washington Blvd. N.E.
Kirkland, WA 98033
Be: Upper Hoh Road Improvement, CR0749 , Consultant Selection
Dear Mr. Van Wieringen:
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Jefferson
enter int.o t.he
negotiation of
project..
I anticipate that the draft consultant. agreement will
ready for review in about. a week. After you receive the draft.
have reviewed it, we will begin the nesot.iation process.
If you have any quest.ions, do not. hesit.at.e t.o contact. me.
Count.y has selected Entranco Engineers. Inc. to
second phase of t.he consult.ant selection process,
t.he consult.ant. agreement., for t.he above referenced
be
and
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Sincerely,
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Count.y Eneineer
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385.9160
Gal)' A. Rowe, P.Eo, Director
Robert G. Nal$blll. P.E.. County Engineer
March 14, 1989
"
Northwestern Territor~es, Inc.
717 South Peabody
Port Angeles, WA 98362
oRe: Consultan~ Select~on for Upper Boh Road Improvement, CR0749
Dear Mr. Jerry Newlin, P.E.:
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Thank you for ~nteres~ in the Upper Boh Road Improvement
project. Jefferson County Public Works has completed the
evaluations of the interviews and Statement of Qualifications,
and through the consul~ant selection process for this proj~c~,
has selected another firm to en~er ~nto the nego~iation phase of
the consultant selection process.
Making a selection of ~he mos~ qualified consul~an~ for ~his
project was difficult because the firms that were chosen ~o
interview were all highly qualified ~o perform ~he anticipated
work.
Thank you again for your firms interest in the projec~. The
County will keep your statement of qualification on file for
future reference and consideration on other projects.
If you have any questions, do not hesitate to contact me.
,....
Sincerely,
~A~.E'
County Ensineer
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JEFFERSON COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Pori Townsend, WA 98368
(206) 385.9160
Gary A. Row.., P.E., DIl&Clo,
RobliN G. Na.blll, P.E., County Englnaa,
March 14. 1989
--
H. W. Lochner, Inc.
301-116th Avenue, S.E.
Bellevue, WA 98004
Re: Consultant Selection for Upper Hoh Road Improvement, CR0749
Dear Mr. Harold T. Andersen, P.E.:
Thank you for interest in the Upper Hoh Road Improvement
project. Jefferson County Public Works has completed the
evaluations of the interviews and Statement of Qualifications,
and through the consultant selection process for this project,
has selected another firm to enter into the negotiation phase of
the consultant selection process.
. Making a selection of the most qualified consultant for this
project was difficult because the firms that were chosen to
interview were all highly qualified to perform the anticipated
work.
Thank you again for your firms interest in the project. The
County will keep your statement of qualification on file for
future reference and consideration on other projects.
If you have any questions, do not hesitate to contact me.
Sincerely,
~~.
County Enllineer
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DEPARTMENT OF PUBLIC WORKS
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1820 Jefferson Street
P.O. 80x 1220
Port Townsend, WA 98368
(206) 385.9160
GSIY A. Rowe, P.E., Director
Robert G. Nesblll, P.E., County Englnee'
MBMORAlfDUM
DATE:
TO:
December 9, 1988
Bruce Laurie, Construction Engineer
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SUBJ" :
Robert G. Nesbitt, P.E., County Engineer
Engagement of cor!sul tants for Upper Hoh Road improvement,
CR0749.
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After reviewing the request to engage consultants for the above
referenced project, approval to is hereby granted.
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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
Robe't G. Nesbitt, P.E., County Englnee'
MBMORAlfDUM
DATE:
December 8, 1988
,\
TO: Robert G. Nesbitt, P.E., County Engineer
WROM: Bruce Laurie, Construction Engineer~
8083: Request to engage consultants f~ the Upper Hoh Road
improvement, CR0749.
The engineering staff hereby requests that Public Works engage
consultants to perform construction management services, construction
staking and acceptance sampling and testing of materials for the above
referenced project. This request is being made because Public Works
does not have any adequate qualified personnel to perform the
additional work within the time limit.
Attached is an independent estimate for the consulting service for
this project.
xc: CR0749, corres.
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INDEPENDENT ESTIMATE FOR
CONSULTING SERVICES
DIRECT SALARY COST IC~U):
-- AVIRAGe ISTIMATID
."EAKDOWN 0' WORK - RATE Of' PAY C"T
Proj ec t Manager 160 $16.00 $2,560.00
Project Inspector 800 12.00 9,600.00
Construction Staking 640 11.50 7,360.00
Materials Sampling 200 10.00 2,000.00
Secretarial 80 10.00 800.00
OVIRHEAD COST Uncludinl ,.,'011 eddltlwd
NIHil @ 15%
DIRICT NDN.....UU'I.. CDST:
A. T"AVI~ AND N" 011"
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C. CO"'''''I'' &"PCNII
D. COMMUNICATION
IE. IA"'~L.INQ AND TIITINO
'0 OUTIIDIl COHIUL.TAHTI
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Jefferson Cou t
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TOTAU_ 1 880
1. 3~
129.016.00
1 7 7nn L.n
.10.000.00
. 500.00
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IllI.TOTAL
174,036.40
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175.000.00
'CONTINO.Nel..
aD?, lIIlANDTOTAL
CRO 749
..00ICY NO.
Improvement
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1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
O"ty A. Ro_. P.E., 01,.010'
Robart O. N""bltt. ".E., ,Counly EnglnH'
August 29. 1988
Washington State Department of Natural Resources
Mr. Alex Nagygyor
Route 1. P.O. Box 1375
Porks. WA 98331
Re: Termination of contract .47288. Winfield Pit
"
Dear Alex:
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As per our telephone conversation of 8/24/88. 3efferson
County 18 requesting that the Department of Natural Resources
terminate Contract. 47288. for the removal of 3000 cubic yards
of gravel trom the Winfield Pit. In addition Jefferson County 1.
requesting that a new contract be issued tor the removal of
19.600 cubic yard. of material from Winfield Pit so we may make
the material available for the Upper Hoh road reconstruction
project 8cheduled for next spring.
Please send the necessary documents for application for the
new contract.
t'~
If you have any question. or need further Information do not
hesitate to contact .e.
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STATE OF WASHINGTON
DEPARTMENT OF NATURAL RESOURCES
BRLAN J. BOYLE, Commiaaioner of Public Landa
(STONE )
( ROCK )
APPLICATION TO PURCHASE VALUABLE MATERIALS (SAND ) FROK ,STATE lANDS
(See Inatructiona On Reverae Side) (GRAVEL)
(SILT )
I, Jefferson County , hereby apply to purchalle and remove
19.500 cubic yards of Gravel
located on the following deacribed land Winfield Pit
SW SW
Section ~, Townahip ~ North, Range~, (East
Jefferson County.
West), W.K.,
Encloae a $25.00 application fee. Applications from public ASeACioa do not require an
application fee. All remittancea are made payable to the Department of Natural Resources.
ANSWER OUESTIONS FULLY
1. Will the material be reaold? No
2. If the applicant is a public agency, what ia the name or other designation and the ..
location of the atreet, road or hishway upon which the material ia to be uaed?
Upper Hoh Rd. County Road #914207 M.P. 0.60 to M.P. 2.00
3. What is the current uae and zonina of the pit aite?
"NR Pit <;; tl!
4. Are there any improvement a now on the pit aite? If 80, deacribe: DNR
Developed as a Pit Site
5. Ia there any timber or agricultural crop on the pit aite? ~ If ao, what type?
6.
7.
Is there a pit or quarry open in thb vicinity? ~ If ao, where? DNR Pit ,Site
State the period of time required to remove the material. Datea
1-1-89
to
1-1-92
8. Give any information you wiah relative to the character, value and extent of ,the
material applied for, and conditiona relative to removall
Jefferson County proposes to make the material available as a source
of material for the Upper Hoh Rd. construction project scheduled for
Spring 1989.
Dated at' 0"",+ Tnb,nCtllnl'l,
FOR OFFICE USE ONLY
Waahincton, thb -2.L. day ot Seotember , 19..ll1L-.
Sian hare~Y5(/~~
recdl$
Init.
DaCe
Jefferson Countv Public Works Dept.
P.O.Addre.. P.O. Box 1220
(Uncl. or 81a. Pend.)
No.
WA 98368
State
lnr-t TnWns.And.
C t,
Up
GranCI
Telephone 110.
(206) 385-9160
.
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CLARK ASSOCIATf'" ,
A DIVISION OF NORTHWESTERN TEJJL.jRlES"INC.
717 South Peabody
PORT ANGELES. WASHINGTON 98362
[b[blFlFCB @W IF[R1~~~!R'XJOlFu~[b
(206) 452-8491
.JOSNO
TO Jefferson County Courthouse
Bob Nesbitt
802 ,Sheridan
UpperHoh Road
Port, Townsend Washin,gton ,98368
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WE ARE SENDING YOU
Attached ~ Under separate cover via
the following items:
o Shop drawings
o Prints
o Plans
o Samples
DSpecificalions
o Copy 01 letter
o Change order
~
See 'Below
COPIES
OESCRIP-rION
1
06/88
06/88
Set of ~lans for Upper Hoh Road
1
Copy of Sepr.ial Provisions for final review
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D For approval
o Approved as submitted
o Resubmit_copies for approval
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o Approved as noted
o Submit _caples for distribution
o As requested
o Returned for corrections
o Return__corrocled prlnls
~ For review and comment []
.
o FOR BIDS DUE.
19_
[1 PRINTS RETURNED AFTER LOAN TO US
REMARKS
.
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JEFFER(JN COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
eo. ,Box 1220
Port Townsend, WA98368
(206)385,9160
Gary A. Rowe, RE., Director
RooortG. ,Nesbitt, P.E.. County Engineer
.:June .10. 1988
Mr. Gary Kenworthy. P.E.
Northwestern Tarri"tories. ~nc.
717 South Peabody
Port Angeles.WA 98362
RE: Upper HohRoad .ProJect. c:R0749. ,Agreement T,imll!
Dear Gary:
In reviewing the contract time ~or the above re~erenced
project. it. lOIasnoted t.hat. t.he "Not.ice,to Proceed" letter was
datedFebruary 9. 1988, but does ,nat contain or stateanac:tual
start date o~ t.he agreement. Assuming that the letter ....nt.
t.hrough t.hemail j.na.reasonablet.imeand"thatN.T.~....as
prepared to commence workupan not.i~ication. t.hesecondparagr.ph
o~ t.he letter should have read ..... you are ,herebyauthor2.zed to
begin work on Monday,Februarv 1:5, 1988." According to our
calculations this mean. that the agreement t.ime, including all
approved supplement... is ~ul~il1ed on Friday. .:June 24, 1988.
l~ you have any questions. do nathesitate to contact me.
~~~
Robert G. Ne.bitt, P.E.
Caunty Engine.r
ICC: 'cR074tp,,, 'CDrT.-.
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A DIVISION OF NORTHWESTERN TEIL,.1)R1ES, INC.
717 South Peabody
PORT ANGELES, WASHINGTON 98362
[lJ~ 'iY'iYlL 1 @ [f' 'iYOO~~~lRAJ D'iY'iY~[1
DATE
(206) 452-8491
June 2 ID88
Bpu"e Lau:t'ie
TO Jeffepson County Dept. of publi" Wopks
Post Offi"e Box 1220
JeffepsonCounty
I Right ,of Way Maps
Popt To~nsend. Washington 98368
the following items:
WE ARE SENDING YOU X Attached [] Under separate cover via
r CO;'E5
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[] Shop drawings
~ Plans
o Samples
o .specifications
[]Prints
o Copy of letter
[] Change order
5("
See Belo~
DESCRIPTION
06/02/88
Mylaps of Jeffe:t'Bon County Right of Way
and 22(27-12)
in
21(27-12)
ea"h
THESE ARE TRANSMITTED as checked below:
REMARKS
COPY TO
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n Approved as submitted
o Resubmit_copies for approval
o For your use
o Approved as noted
o Submit_copies for distribution
l>C As reQuested
o Return _corrected prints
o Returned for corrections
[J For review and comment 0
D FOR BIDS DUE
19_
o PRINTS RETURNED AFTER ,LOAN TO US
BIGNED:1<~~ J~,_
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JEFFERd~iN COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385-9160
Gal}' A. RolM'!, P.E.. DilflClor
Robert G. Nesbitt, P.E., County Engineer
Wash~ngton S~ate Department o~ 7ransporta~~on
Mr. Robert O. "Bob George. P.E.
D~st. 3 State A~d Eng~neer
P.O. Box 9327
Olymp~a. WA 98504-9327
Ile: Dev~ation Request Por Upper Bob Road. P.A.S. Route. A160
I
Dear Bob:
7n accordance w~~b ReM 36.86.080 3e~ferson County is hereby
subm~tt~ng a reques~ for a devi.~~on ~rom the required standard
roadway wid~h ~o reconstruct por~ions o~ tbe Upper Boh Road. A
Deviation Analysis is enclosed outlining the proposed dev~ation
from ~he standard. Also enclosed are copies of tbe Design Report.
dated 3anuary 12. lSl88. and the Supplemental DeSign ,Report. dated
April 25. 1988.
7n addition to the reasons stated in ~he deviation analysis
for constructin~ tbe deviation. it is noted that ~his road
primarily serves as access to the Bob Rain Porest portion o~ the
Olympic Hational Park and that aes'tbetics and continuity with the
parke facilities should also be considered.
7f you have any questions or need further inforll\lltion do not
hesitate to contact me.
Sincerely,
~te€ .
Cons nction Engineer
enclolle..,
xc: CR0749. corres.
PWA 02
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JEFFER"l(cOUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Fort Townsend, WA 98368
(206) 385-9160
Gal)! A. Rowe, RE., Director
Robert G. Nesbin, RE., County Englnee{
February 9, 1988
Northwestern Territories, Inc.
717 South Peabody
Port Angeles, WA 98362
HE: Upper Hoh Road ProJeot, CROT_9. Notioe to Proceed
Dear Mr. Meltonl
The Jefferson County Board of Commissioners exeouted the
Agreement for Preliminary Engineering with Northwestern
Territories, Ino. for the above referenced project. Enclosed is
the or~ginal'for your tiles.
In accordanoe with section Y, TIMS or 8BOI..I.0 ..D
COMPLETIOB, you are hereby authorized to begin work.
It you have any questions, do not hesitate to oontact me.
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~~esbitt, P.E.
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JEFFER~~ COUNTY
DEPARTMENT OF PUBLIC WORKS
1820 Jefferson Street
P.O. Box 1220
Port Townsend, WA 98368
(206) 385,9160
Gsty A. Rowe. P.E., Directo{
Robert G. Nesbitt, P.E., Coun/y Enginee{
MEMORANDUM
DATE:
February 3, 1911d
,\
TO:
FROM:
Board of County Commissioners
Robert O. Nesbitt, P.E., County Engineer~
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SUBJECT: Selection of Northwestern Territories, Ino. for
Preliminary Engineering on the Upper Hoh Rd., Project CM0749
Public Works has seleoted and negotiated with t-lorthwestern
Territories, Ino. of Port Townsend and Port Angeles to perform
the neces&ary engineering work on the Upper Hoh Road
Reconstruction Project, No. CR0749.
Attached is the Public Works "Independent Estimate" for
performing the work as outlined in Exhibit "B", Scope of Work,
included in the Consultant Agraement for ereliminary Engineering.
I recommend that the Board approve and execute the Agreement at
this time.
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CLARK ASSOCIAW"
A Division of Northwestern Terrhurles, Inc.
717 South Peabody Street
PORT ANGELES. WASHINGTON 98362
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11'[~Lf'Lf'u(.J @ If Lf'[]]~[j\l] ~ [fxVX] DLf'Lf' &,[1
(206) 452.8491
DATE 1988 j.JOBNO.
February 2.
ATTENTION
Bruce Laurie
RE:
Project IICR0749
TO Jefferson
Public Works
Jefferson County Courthouse
Port Townsend, Washington 98368
WE ARE SENDING YOU ~ Attached 0 Under separate cover via
the following Items:
o Shop drawings
o Prints
o Plans
o Samples
o Specifications
~ see
below
o Copy of letter
o Change order
COPIES DATE NO, DESCRiPTION
1 02/02/88 Copy of Exhibit .'A" for County Road Project IICR0749
Upper Hoh Road Reconstruction Project
THESE ARE iRANSMITTED aa checked below:
o For approval
Jlf For your use
o As raqueated
o Approved aa submitted
o Reeubmlt_coples for approval
o Approved as noted
o Submit_copies for dlatrlbutlon
o Returned for corrections
o Return _corrected prints
o For review and comment 0
o FOR BIDS DUE
o PRINTS RETURNED AFTER LOAN TO US
19_
REMARKS
COPY TO
,_ _ SIGNED: ,) -'- . ':' O....H-~ lo.. ^ ,,;-.., I ~ _
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NORTHWESTERN TERRITORIES, INC.
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Engineers. Land Surveyors . Planners
Construction Coordination II Materials Testing
January 28, 1988
Mr. Robert G. Nesbitt, PE
Jefferson County Department of Public Works
Jefferson County Courthouse
Port Townsend, Washington 98368
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Subject: County Road Project No. CR0749, Upper Hoh Road Reconstruction
Dear Mr. Nesbitt:
We have reviewed the Scope of Work for the Engineering and Surveying
requirements of the above named project and have prepared the following
estimate.
SCOPE OF WORK
I. LOCATION OF ROADWAY
A. Utilize the location and update all property and subdivisional lines of
the work accomplished by County Road Project 487 in 1981. Locate the
project centerline or offset P-line as determined by the County and the
Consultant.
1. Prepare a 200 scale map showing existing centerline and right of way
and all property boundary linea.
2. Stake project centerline or P-line with PK nails or hubs on 50 foot
stations.
B. Show all ownerships, and intersect stations of property and section
lines with their respsctive bearings to the project centerline. This
shall include researching for ownerships of record, calculations,
plotting an~ related work.
1. Survey of approximately one mile of section lines.
2. Research and interpret deeds on all properties being crossed.
3, Calculate property boundary line intersections with the project
centerline.
C. Verify the location and update existing right of way. Prepare right of
way descriptions where right of way needs to be acquired for the
project.
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717 SOUTH PI!ABOOV', PORT ANGELES, WI< D03lI2 (208) 4l52.'1401 '~ll4a
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Mr. Robert G. Nesbitt, PE
Jefferson County Department of Public Works
January 28, 1988
Page 2 of 4 pages
1. Calculate new right of way lines.
2. Prepare two Department of Natural Resources right of way plats for
County submittal to the State.
D. Verify the location and update all County Road intersection locstions
and road approach locations. Show the intersect station on the project
centerline and their bearings.
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1. Locate all intersections and road approaches
2. Calculate intersections and plot on map
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E. Profile, cross section and locate all improvements, based on the project
centerline, from the terminus of County Road Project Number 464, Mile
Post 0.19 to Mile Post 2.07 (approximately 9,926 feet). Cross sections
and profile are to be done on 50 foot stations, with the cross section
notes recorded on Washington State Department of Transportation (WSDOT)
for 178-215 in accordance with the WSDOT computer manual. Improvements
to be located include, but are not limited to road location, drainsge
facilities, utilities (overhead and underground, including the height of
crossing overhead lines), driveways, fences, mailboxes, etc. Locate and
tie all recorded and observed .existing property corners within the
proposed construction area. Profile, cross sections and improvement
locations shall also be obtained for all intersecting county roads for a
distance of 300 feet minimum along their centerline from the edge of the
existing pavement, and 300 feet minimum on private approaches.
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II. DESIGN
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A. The horizontal and vertical alignment shall be in accordance with the
applicable standards for the functional classification and design speed
for the road. Final location is to be determined by the County and the
Consultant.
1. Design profile grade.
2. Design super elevation.
3. Design road approsches.
4. Design miacellaneous structures.
5. Compute Contract quantities.
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Mr. Robert G. Nesbitt, PE
Jefferson County Department of Public Works
January 28, 1988
Page 3 of 4 pages
B. Earthwork calculations shall be provided by Jefferson County from the
terrain information gathered by the Consultant, and the design alignment
developed by the Consultant and the County.
C. The structural section of the roadway will be determined by the County,
with sub-surface data provided to the County by the Consultant. Data to
be submitted shall have gradations, etc. classified utilizing the
Unified Soil Classification.
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1. Perform up to four days of on-site soils evaluation.
2. Dig test holes as required while on-site.
3. Perform one gradation nnd three proctor tests.
4. Submit test report.
III. PLANS AND SPECIFICATIONS
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A. Plans shall be prepared in a permanent form and delineated in ink on
standard 22" X 36" Federal Aid plan and profile sheets of mylar at a
horizontal scale of 1" - SO', ~nd a vertical scale of 1" - 5'. Symbols
to be used shall be Washington State Department of Transportation
Standard Mapping symbols and conventions. Consistent drafting
procedures ,must be observed to attain maximum accuracy and clarity. All
lettering to be Leroyed. Stationing shall be consistent with previous
County Road Project No. 464 and No. 487.
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1. Prepare 10 sheets of road construction plans and related data.
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B. Cross sections shall be prepared by the County on a continuous roll of
cross-section tracing paper, 10 X 10 grid to the inch, and plotted on a
convenient scale. Ground elevations, grade elevations and areAS are to
be shown.
C. Any proposed improvement that is not standard or specified in the WSDOT
Standard Plans or Specifications shall have a Special Provision written
by the Consultant to be included in the Contract documents.
1. Design and Special Provisions for special structures.
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Mr. Robert G. Nesbitt, PE
Jefferson County Department of Public Works
January 28, 1988
Page 4 of 4 pages
IV. MONUMENTATION
A. All control points established shall be referenced for future use.
B. All centerline PC's,and PT's shall be established and consist of a
permanent material and be referenced to allow accurate re-setting.
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C. All bench marks shall be clearly marked in the field and referenced to
the project centerline and be as permanent as practical.
V. SURVEY METHOD
A. All horizontal survey work shall be related to and done on the
Washington State Plane Coordinate System with second order or better
accuracy.
B. Vertical control shall be related to NOAA (MSL) datum.
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C. We will furni8h the Agency with all information data pertinent to the
plans, design ft8 the Agency may request, including but not limited to
copis8 of horizontal control, vertical control, reference ties,
coordinate tab1ea, cross sRction notes, quantity calculations, etc.
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Our estimated fee to provide the preceding work is $48,788. We have not
included any e8timate for the UDe of flagmen for this project or backhoe
expense8 l.f n<lleded for so118 inve8tigation.
If you hsve any questions concerning thi8 Scope of Work and coats, pleaee
feel free to call at any tims.
Sincerely,
~ A!lSOC,IATIlB, ^ OiVhl.O,n or
OR WESTERN TIlRRITOR~1 INC.
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Qseph E. Holton
projuct Development Hanager
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NOTICE OF PUBLIC HEARING
Notice is hereby given that JeCCerson County, in accordance with
HCW 36.34.030, will conduct a public hearing on a proposal to
sell timber on portions oC Sections 8 & 17, Township 30 North,
Range 1 West, W.M., and portions oC Sections 22 & 23, Township 27
North, Range 12 West, W.M., and that said hearing will be held on
Tuesday, January 3, 1909, at the hour oC 10'.00 AM, in the
JefCerson County Commissioners Chambers, 1820 JefCerson Street,
Port Townsend, Washington.
Dated this /~1b day of ~ ,1988.
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B.G. Brown, Chairman
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STATE OF WASHINGTON
DEPARTMENT OF NATURAL RESOURCES
BRIAN J. BOYLE, Commissioner of Public Lands
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Easement No. CR-3245
THIS EASEMENT, made and entered into this ql/. day of ~ ' 192'K' ,
by and between JEFFERSON COUNTY, herein ca11ed~IGrantee, an t e STATE OF WAS~N,
acting by' and through the Department of Natural Resources, herei n called the "State,"
WITNESSETH:
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The State for and in consideration of the terms and conditions specified herein,
hereby grants,and conveys to the Grantee:
An easement for a right of way for the sole purpose of construction, operation, use,,~ -
and maintenance of a road over and across the Si NEi, SEi NWi, NEi SWi. Section'21;'hSWi~'
NE!, Si NWi, Section 22, Township 27 North. Range 12 West, W.M. the location of'which is
shown on Plats No. 3245, filed in the office of the Commissioner of Public lands at
Olympia. WaShington. reductions of which are attached as "Exhibit A and B." indicating
said right of way in red. and by this reference made a part hereof, all in Jefferson
County, Washington. Provided. the Grantee may permit the installation of utilities
specifically pertaining to electronic transmission lines. telephone lines. or pipelines
but for no other purposes.
This easement granted herein is subject to the following terms. conditions, and
provisions:
SUbject, however. to easements for right of way for county roads granted to Jefferson
County as follows:
1) Application No. CR-1393 granted June 23, 1936
2) Application No. CR-1394 granted June 23, 1936
3) Application No. CR-2972 granted August 30. 1971
4) Application No. CR-3148 granted May 13. 1980
Consideration
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The consideration paid by the Grantee to the State is as follows:
Damages
Timber
Total
$ 2.538.00
'67,038.00
$69.576.00
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Damage and Protection from Damage
Grantee. when using the rights granted herein, shall repair or cause to be repaired at
its sole cost and expense. all damage to improvements on State lands occasioned by it,
which is in excess of that which it would cause through normal and prudent use of said
rights.
During operations under this easement, including the construction of roads and
landings, the Grantee shall take such precautions as necessary to minimize insofar as
possible, soil erosion and damage to the soil. Equipmp.nt will not be operated when ground
conditions are such that excessive damage will result.
All legal land subdivision survey corners and witness objects are to be preserved. If
such are destroyed or disturbed, the Grantee shall re-establish them by a registered
professional engineer or licensed land surveyor in accordance with U. S. General Land
Office standards at his own expense. Corners and/or witness objects that must necessarily
be disturbed or destroyed in process of construction must be adequately referenced and/or
replaced in accordance with all applicable laws of the State of Washington in force at the
time of construction, reconstruction, or development of the right of way including but not
limited to chapter 58.24 RCW. and all Department of Natural Resources rules and
regulations pertaining to preservation of such corners and/or witness objects. Such
references must be approved by the State prior to removal of said corners and/or witness
Objects.
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Preoperating Requirement
The Grantee's operations specified herein shall be conducted in accordance with the
provisions of the State approved Plan of Operation in force at the time of construction,
reconstruction, or development of the right of way.
Provided, however, thirty (30) days prior to conmencement of said operations, thet':';
Grantee shall submit to the Regional Manager at Forks, WaShington, for written approval,' a"
cOlJ1llete and detailed Plan of Operation for the development of the right of way. The:",':;
Grantee shall provide for the examination of the right of way, with the State's Regional;\u:
Manager, before any construction, reconstruction, or development is cOll1l1enced. ' ,,:/h~,,\'i
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' Facility Protection "
'. . :;~!f
, ' Tre!ls that become an interference or a hazard to the rights h,ere,l,',n. gran.ted,an,d,),."a.,eil."
outside,of:the limits of said right of way may be removed uponol;ttainin9i~~h~i~~~tt~Jl'
consent of the State, and payment of the apprai sed val ue thereof. .\.....'1'>., ,'~~ .,"0],',. '''~'.
Rest~ration' ""Jl;'~i
It is understood and agreed that in the event any portion of the road described here,f~i'>
is abandoned, or in the event any portion of the right of way granted on June 23, 1936"~;;'.'J:~:
under Application Numbers CR-1393 and CR-1394 is abandoned as a result of the rights ,,';)!i<:
granted herein, the Grantee shall take the necessary legal action to vacate such por"ti,on
and shall illlllediately restore the land within all abandoned portions to a naturaL,""
condition as maybe directed by the State. ~ , . '~.~t
On those portions, designated for restoration, all asphal t shall be removed from the I"l'r!>
abandoned'r~ght of way and shall not be deposited on the adjacent State land; in additio~'1i
:::i~:n:/::::::~::::ebe scarified to bl end, with the adjoi ning 1 andscape. '>f:;~;
The State 'shall notify"the Grantee by United States mail, addressed to the address' "'\(~'
shown on the application for this easement on file with the State in Olympia, Washington~',:!b;
of any i r.stance of noncompli lInce by the Grantee ,i ts employees ,permi ttees, ' contractors:or:;'!,;
'subcontractors with any of-the terms- and, conditions hereof. Such notice wlll.;specif;icallY:i!i:
,- identify the manner of noncompliance herewith. ,:';irr:;:;i;
In the event the Grantee does not undertake, or cause to be undertaken, remedial:'::";:;;'"A)'
action within fifteen (15) days following receipt of said notice, the State, acting by and?"
through its Regional Manager at Forks, Washington, may suspend the Grantee's operations:, ','~,
until such time as effective remedial action is taken. :;.,~!
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IN WITNESS WHEREOF"the parties hereto have executed this instrument, in duplicate, as:;,:.',,':
of the day and year first above written.
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STATE OF WASHINGTON
DEPARTMENT OF NATURAL RESOURCES
~er
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P.O. BOX 1220
PORT TOWNSEND, WA 9B36B
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App. No. CR-3245
126067
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RIGHT OF WAY PLAT
JEFFERSON COUNTY WASHINGTO:N
SECTION 21, TOWNSHIP 27 NORTH, RANGE 12 WEST. WIV
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JI...l'VteON COUNTY, W"'.MINGoTON, 00 ~l!lIU:.V Cfl~'''''' rw""r TIoIIO MA...
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RIGHT OF WAY PLAT
JEFFERSON COUNTY WASHINGTON
SECTION 22. TOvVNSHIP 27 NORTH. RANGE 12 VlEST. WM.,
JEFFERSON COUNTY, WASHINGTON
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J<<"~1IUtON CCUNTV. W........NOTON, 00 HCUIIY ca.,.,,..... TM"T THIft M1#
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TO THE TREASURER OF
JEFFERSON COUNTY
STATE OF WASHINGTON
PORT TOWNSEND WASHINGTON 98368
~aJMENT :J '... 1'.oocUMENT.j ftJ~CHASE ORDER I GROSS ' , I . DISCOUNT I OTHER 'I' N~T . ,[ COMMENT
;'~"UMBER ~1mE ~. 4JATE '., "UJ,\Sl:R AMOUNT AMOl:lNT. CH~RGES, . AMOUNT. 1 -J'
2086 8/23/88 13340 2,538.00
R/W EASEMENT-LAN[I
20r:16 8/23/88 13340 67,038.00
ruw EASEMENT -. TIMBER
2,538.00
67,038.00
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-TYPE (11 INVOICE ee) CREDIT MEMO CDt DEDIT MEMO (XI CONTRACT PAYABLE
B:F~::~~:J:I~~G +
L1...~~,
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"iiiOb
""Y"al.Z THftOUGH I
SEATTLIt-P'IRST NATIONAL BANK '
P'OftT TOWNaEND, .".HINOTON
NET AMOUNT I
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U JEFFERSON COUNTY
i STATE OF WASHINGTON
ii., PORT TOWNSEND,WASHINGTON 98368
VENDOR NUM'BEA
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I~ III:;P300
ft PAY
M TOTHE:
to g~OE:R ~~~~p~: NATURAL R~:O~:~~4 t.;G~b~~,~
1O:rm:1Ale:.i't'".Jl:4>~==.~__l'- ... ""or.... .~....., r~..."--........,, .;.'i/:.. ...~
~OS8~S5~ ~~2S00002~~ q~O~ 002~
CLAIMS CLEARING
DATE
WARRANT NUMBER
9/19/88
63100
58839
$**IUU~69, :S-'6. 00
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L::'M;:~ or ~c;~.:"g6~1~i~i;;;~~r OfB~~~~cBL~~~;
OLYMPIA, WA 98504
August 24, 1988
3efferson County
POBox 1220
Port Townsend WA 98368
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Enclosed for your signature, in duplicate. is Easement number CR-
3245.
Please sign both copies on the line designated. Return the
signed documents to this off ice wi thin thirty (30) days of the
above date together with the sum of $69,576 (the total of the two
enclosed bills) due under this application. Do not fill in the
date as this will be completed after we receive the signed
documents. from you.
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The instrument will then be executed by the Lands and Minerals
Division Manager and the original returned to you. At that time
you will be entitled to the rights granted therein,
Sincerely,
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Sandra S, Clanc.) I
Manager. Office Services
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Enclosures
c: Olympic Region
App, No. 50-CR 3245
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_ATE OF ~"A:::~HINGTON
I)EF'AVfto1Et'H OF NRTUF;AL F~ESOUF~CES
OL Yt'1F' I A" ~'JA, 9:35(,'4
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.1F.'FFE:R~=::()t'l C01.JNTIT'
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POPT TOWNSEND WFI
IF YC~ HAVE QUESTIONS CALL LEASE
ADMINISTF;ATOR AT (206)374-6131
9:=:~.~: lS~::::
FOR PERIOD ENDING
DUE DATE
DATE r'1AILED
(::,::;:,....' :i. t ......9999
1/'9,.,"22/ :1.9::::::;
IZ'8.....23:/198:=:
E'E':::CP I F'T I Oi"':
P/W EASEMENT - LAND
S;UB
S'JIJRCE
I TEH Ar'1OUNT
2.. 538. (~(~;I
(:)29(~'
PLEASE PRY THIS TOTAL AMOUNT
2,1 538, 0(:~
DI~?TRIBUTlm'~
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51~:'-CP:~::;-~45
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1 3:7";'":'65 1,:.1":;.1::' ''1,(::02 (::1:29()
1 3: 7"7 ~:; 5 '::)~:l l 4(:J2 l:::':~~::,~(:)
TF.:Sl AREA Ct',T'T' POFi:'!' fleeT
(::.';:: '::)2 1. 6 (~:,(:) 1 143
I'll .':'J;~':: 16 1:~Il:~1 1. 143
At10UNT
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."ITE e!F ,~RSHINGTON
C'EPRRTI'IEI'H OF NATURAL RESOURCES
OL'Tr'w I A" L>1A, 985(:'4
C,o"I.JTROL t-lUI"18ER
5(' - CP::;::245
::::TATEr'1Et',iT
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IF YOU HAVE QUESTIONS CALL LEASE
A[~INISTRATOR AT (206)374-6131
~3~:7:6:::~
FOR F'ERIOD ENDING
(~t::::(.' 11 /9999
DUE DATE
['ATE ~'A I LED
(:)9.....22....' 1988
(::-8.-"'23....'198:=:
[)E~3CP! PT 1 ('.:II'.J
R/W EASEMENT - TIMBER
SUB
SOURCE
ITEM Ar10UNT
1$12::::(;;1
67.. ':~<3:=:. (~0
r'U:::riSE ;:;'A'T' TH I 5 TOTA,L AI"lOUt,n
67'.. 038. 0(~1
C' I STI,: I8UT I or'~
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5'~:I-CF:32.45
5(:"-CR:::::245
INV ITM FND SPC
137766 036 ~102
1~7766 041 402
SUBS
TR:;T AREA Ct'H'T' POF.:T ACCT
1.:,1 { (~2 16 (~I(::1 1 143
(~'7 I::):.~ 16 (~,~) J 143:
At'10u~n
5(:~,1,278. 50
16.. 759. 51~)
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(12:31~'.'
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TOTAL
6T.. 038. 0(:)
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STATE OF WASHINGTON
DEPARTMENT OF NATURAL RESOURCES
BRIAN J. BOYLE, Conmissioner of Public Lands
Easement No. CR-3245
THIS EASEMENT, made and entered into this . day of , 19 ,
by and between JEFFERSON COUNTY, herein ca11edtfie""Grantee," and the STATE OF WASH1lJm'N,
acting by and through the Department of Natural Resources, herein called the "State,"
WITNESSETH:
The State for and in consideration of the terms and conditions specified herein,
hereby grants and conveys to the Grantee:
An easement for a r,ight of way for the sole purpose of construction, operation, use,
and maintenance ofaroad over and across the siNE:l,SEi NWi, NEi SWi, Section 21, SW:l
NEi, Si NWi, Section 22, Township 27 North, Range 12 West, W.M. the location of which is
shown on Plats No. 3245, filed in the office of theConmissioner of Public Lands at
Olympia, Washington, reductions of which are attached as "Exhibit A and B, II indicatin9
said right of way in red, and by this reference made a part hereof, all in Jefferson
County"Washington. Provided, the Grantee may permit the installation of utilities
speci.fically pertaining to electronic transmission 1 ines, telephone 1 ines ,orpipelines
but for no other purposes.
This easement granted herein is subject to the following terms, conditions, and
provi si ons:
Subject, however, to easements for right of way for county roads ,granted to Jefferson
County 'as follows:
1) Application No. CR-1393 granted June ,23, 1936
2) Application .No. CR-1394 granted June 23, 1936
3) Application No. CR-2972 granted August ,3D, 1971
4) Application No. CR-3148 granted May 13, 1980
Consideration
The consideration paid ,by the Grantee to the State is as follows:
Damages
Timber
Total
$ 2,538.00
67,038.00
$69,576.00
Damage and Protection from Damage
Grantee, when using the rights granted herein, shall repair or cause to be repaired at
its sole cost and expense" all damage to improvements on State lands ,occasioned by it,
which is in excess of that which it would cause through normal and prudent use of said
rights.
During operations under this easement, including the construction of roads and
landings, the Grantee shall take such precautions as necessary to minimize insofar as
possible, soil erosion and damage to the soil. Equipment will not be operated when ground
conditions are such that excessive damage will result.
All legal land subdivision survey corners and witness objects are to be preserved. If
such are destroyed Dr disturbed, the Grantee shall re-establish them ,by a registered
professional engineer Dr licensed land surveyor in accordance with U. S. General Land
Office standards at hi~ own expense. Corners and/or witness objects that must necessarily
be disturbed or destroyed in process of construction must be adequately referenced and/or
replaced in accordance with all applicable laws of the State of Washington in force at the
time of construction, reconstruction, or development of the right of way including but not
limited to chapter 58.24 RCW, and all Department of Natural Resources rules and
regulations pertaining to preservation of such corners and/or witness Objects. Such
references must be approved by tho State prior to removal of said corners and/or witness
objects.
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Preoperating Requirement
The Grantee's operations specified herei,n shall be conducted in accordance with the
provisions of the State approved Plan of Dperation in force at the time of construction,
reconstruction, or development of the right of way.
Provided, however, thirty (30) days prior tocomencement of said operations, the
Grantee shall submit to the Re.!lional ,Manager at Forks, Washington, f.or 'written approval, a
complete and detailed Plan of Operation for the development of the right 'of way. The
Grantee shall provide for the examination ,of the right of way. with the State's Regional
Manager, before any construction, reconstruction. or development is 'cmllllenced.
F acn i typrotecti on
Trees that become an interference or ,a hazard to the ,rights herein granted and located
outside ,of thel1mits of said right of way may :be removed upon obtaining the written
consent of the State, and payment of the appraised value thereof.
Restoration
It i,sunderstoodandagreed that in the ~vent any portion of the road described herein
is abandoned. or in ,the event ,any portion of the ;right of way granted ,on June 23, 1936,
under Application :NumbersCR-1393andCR-~394 is abandoned as a result ,of the rights
granted herein, the Grantee shall take the ,necessary legal,actionto lIacate such portions
and shall illll1ediately 'f'estorethe land within ,all abandoned portions to a natural
condition ,as :may :be directed ,by the State.
'On those portions designated for :restoration, all asphalt shall be removed from the
abandoned ;right ,of 'way and shall not be deposited on the adjacent State land; in addition,
the land surface shall :be scarified to blend with the adjoining landscape.
,Nott ceofNoncomp1i ance
The State shall notify -the Grantee ,by United StatesmaH ,addressed to -the address
shown on the application for th:f.seasementon fflewith the State in, :Olympia"Washington.
of any instance ,of ,noncompl1anceby the 'Grantee, its employees, permittees. contractors or
subcontractors with any of the terms ,andcondit:lonshereof. Such ,noticew:lll specUically
identify the :manner :of :noncompliance :herewith.
In the event .theGrantee doesnotundertlllte, or cause to be undertaten,remedilll
action within fifteen (15) days foJlowingreceiptof sa:ldnotice, theState.actfng 'by and
through its ,RejJionalManagerat ,Forks,Washi,ngton, 1I1ay su,spend the Grantee"s operaUons
until such time as effective remedial action 1s taken.
IN 'WITNESS 'WHEREOF. the partfes hereto ,have executed this tnstrument, :In duplicate, as
of the day and year first above 'written.
STATE OF WASHINGTON
DEPARTfENT:OFNATURALREsOURCES
KENNETH ,E. SOLT ,Manager
D:lvi'sionof Lands and Minerals
BOARD 'OF COUNTY 'COMMISSIONERS
JEFFERSON 'COUNTY
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011I11 5S oner
P.O,. BOX 1220
~ORT TOWNSEND, WA ,98368
App. No. CR-3245
126067
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RIGHT OF WAY PLAT
JEFFERSON COUNTY WASHINGTON
SECTION 21, TOWNSHIP 27 NORTH, RANGE 12 WEST, WM.
JEFFERSON COJNTY, WASHING7DN
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EXHIBIT A
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JEFFERSON COUNTY WASHINGTON
SECTION 22 . TONNSHIP 27 NORTH, RANGE 12 ~ST, WM,
JEFFERSON CCXJNTY, WASHINGTON
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__ WASHINGTON STATE DEPARTMENT OF
-~ Natural Resources
August 30, 1.988
Jefferscn 0Junty Department of Public Wc:ll.'ks
ro Bax: 1220
FOrt: Townseni, WA 98368
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Dear Mr. Iaurie:
Enclosed is a copy of the cruise llIhich yaJ. requested.
S:inoeJ:e1y,
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Dale Mix
Natural ResolD:CIe Engineer 1
For: John M. Calhcun
Reqialal Kamger
OlyJlpic RsgicIl
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Enclosures
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Equal Opportunity I Affirmative Action Employer
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BRIAN BOYLE
Commissioner of Public Lands
Olympic Area Office
Route 1, Box 1375
Forks, WA 98331
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sutlMI1" IN DUPLICATE
STATE OF WASHINGTON
DEPARTMENT OF NATURAL RESOURCES
BRIAN J. BOYLE - COMMISSIONER OF PUBLIC LANDS
APPLICATION FOR RIGHT ,OF WAY or ROAD US. PERMIT OVER LANDS
Jefferson
IN
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To the Commissioner 01 Public Lands, Olympia, Waehington 98604:
I. The undersigned, ,]pffprcnn r:nlln1;y hss fulfilled sll prerequisites stipulsted
In tho preliminary lIeld review by the Department of Natural Resources' local representallve and hereby allesta the plst sc-
companying this application for right 01 way repreaents the true locallons approved by the State's repreaentalive for II
" Road ---x"-2. Utility _3. Electronic Site _ 4. Overflow - 6. Railroad _'Other_
A. New construction over the following lands Portion of the Southwest loi. The Northwest '4. and
Thp No..thp~ci" ~ nf' Section ...!L Township ~ Renge ~
~bor~_"""_I.IIe-
And Portions of the Northwest loi and the Northeast ~ of
Section ---1L Township ~ Range ~
B. Use existing Right of way over the following land. Portions'of the S.W.loi. The
N.W.~. and the N.E.~ of Section....lL Townohlp ~ Renge ~
~bor~_of""_IoIle-
And Portions of the Northwest ~ and the Northeast ~ of
Section ~ Township ~ Rsnge -lilL..
sa Ilhown on the sketch accompanying this application.
II, Complete tor all applications: Desirsd width Variable as shown Length 8.000 Feet . This right
Is desired lor Indefinite years. WhsP?s ~J:\ame of the person(s) living on, occupying, or using the
Isnd?
Inventory 01 Jmprovements (include roads, structures, other) on lands covered by this request:
.....~~...1.. ...... ......... v..... 0wMr (If Uowft)
Upper Hoh Co. RD. As shown on Plat $350.000 Jefferson County
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Disturbance Disturbance
Ves_ Ves_
No_ No_
1, Compl." for Road Application. What Is the description 01 land from which valuabla materials are to be transported?
The SW~. The NW", and N~ of Sec. 21 and The N~. and the NE~ of Sec. 22. T27N.R12W. W.M. '
ESlim~ted volume 01 auch material. 90~ MBF(withfn Proposed R/W) , Ate you the owner 01 such materials?
~ If not, who I. the owner? State of Washington
__.CIClI_1
2, Compl.te" dang.r troIS .alnvolved. Whal I. the width of danger trea zone on each 'Ide 01 the actual right of way?
Height at which Iree. In thl. ZOnD are considered danger Ire..?
Indlcat. antlclp'led melhod 01 ramoval. C.t
Ves
Ves
on the I.nd?
non-productive Ves
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Un.table _
, reproduction
No
18 there any limber
I. area In cufllvatlon or paature
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Greater than 20 cu.It./aec. -
Loaa than 20 CU,It./880.
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Hlghlell~ Other
3, Complete for elsctronlc In....latlon: Whal Is the propolSd opsratlng fraquency
_ and pow.r oulpul ? e.llmated cDpltal
Inve.lmenl ' Seam plllhs VII' _ No _ (Ia.uance of any electronic
communication all. a..emant Ie conditioned upon av.llabla St.le a.curad acce.. to the .Ue,)
D.ted at ;?,.,~..... "7Au,.,..-.."" I Wa.hlnglon, this ~ d day 01 ~""
'OR DIl"AATMIHT U81 ~ -Y-~ J1V ./.#
po.t Office Addra.. P.O. Box 1220
Port Townsend, WA 98368
Tal, No (206) 385-9160
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RES 10-3802 (Rev. 15/82) OX A.4Q
INsmUCTloNS ON BACK
SUBMIT IN DUPUCATE
STATE OF WASHINGTON
DEPARTMENT OF NATURAL RESOURCES
BRIAN J. BOYLE - COMMISSIONER OF PUBLIC LANDS
APPLICATION FOR RIGHT OF WAY or ROAD USE PIER.IT OVER LANDS
1ft
Jefferson
COUNTY
To the Commissioner of Public Lands, Olympia, Washington 98504:
I. The undersigned, Jpffprc:nn r.ollnt.y has fulfilled all prarequlsites stipulated
in the preliminary field review by the Department of Natural Resources' local representative and hereby allests the plat ac-
companying this application for right of way represents the true locations approved by the State's representative for s
1. Road ----X.-2. Utility _3. Electronic Site _ 4. Overflow _ 5. Railroad _Other_.
A. New construction over the followillg lands Portion of the Southwest '"'. The Northwest '"'. and
Thl! Northp~o;t ~ of' Section ~ Township ~ Range ~
(Oeocriptlon by legal lubdivllJlon of tlle land to be crosr,ed)
And Portions of the Northwest,", and the Northeast,", of
Section --.1L Township ~ Range ~
over the following land. Portions of the S.W.,",. The
Section ~ Township ~ Range ~
B. Use existing Right of way
N.W.,"" and the N.E.~ of
(Delcrtpllon by legal .ubdlvJaion of the land to be ero.oed)
And Portions of the Northwest ~ and the Northeast,", of
Section ~ Township ~ Range ~
as shown on the sketch accompanying this application.
II. Complete for all applications: Desired width Variable as shown Length
I d f. 't on plat
is desired for n e 1 n 1 e years. What is the name of the person(s)
land? _
8.000 Feet . This right
living on, occupying, or using the
.'
Inventory of Improvements (include rosds, structures, other)
on lands covered by this request:
eeu.n.ted v..... Owner (If known)
$350,000 Jefferson County
Improvemente
Upper Hoh Co. RD.
Loco_
As shown on Plat
Is there any timber
Yes
Yes
on the land?
Yes
?
-
Greater than 20 cu,ll./sec,
Less thsn 20 cU.ll,lsec,
rsproduction
No non-productive
8011 r..ondlUon
Stable
Unstable _
Is area In cultivstlon or paature
All QuoIIly _thollc
Disturbance Disturbance
Yes _ Yes -
No No
1. Complete for Rosd Application. What ia the dascrlptlon of land from which valuable materials are to be transported?
The SW~. The NW~ and NE~ of Sec. 21 and The NW,",. and the NE~ of Sec. 22, T27N,R12W, W.M.
+
Estimated volume of such materials 90- MBF(with;n Proposed R/W) . Are you the owner of such matarlals?
--1>10.--, " not, who Is the owner? State of, Wash; nqton
("'.me and addr...'
2, Complete If danger trese are Involved. What la the width of danger tree zone on each aide 01 the actuel right of way?
, Height at which trClea In thla zone are conaldered danger trees?
. Will dongor treea be removed? . Indicate antlclpeted method of removal. ellt
Hlghlead Other
3, Complete for elactronlc Inetallatlon: Whot la the proposod operating frequency
and powor output ? Eetimated cepltal
investmant _, Beam petha Yea _ No _ (Ieauence of eny electronic
communication alto oa8ement la conditioned upon avallebla Stete eeoured accsee to the alte,)
Detod et ' Weahlngton, thla dey of - , te -
FOR DEPARTMENT UBE
Appuc.ft'
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Refer to Appllcetlon No,
Type of Lond
Date Flied
Po at Olllce Addre8a P,O. Box 1220
Port Townsend, WA 98368
Tol, No, (206) 385-9160
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WASHINGTON STATE DEPARTMENT OF
HaluralResources
BRIAN BOYLE
Commissioner of Public Lands
Olympic Area Office
Route 1, Box 1375
Forks, WA 98331
May 24, 1988
"
Bruce Iaurie
Public Works Department
P.O. Box 1220
Port 'l'oWnserxi, WA 98368
Dear Mr. Iaurie:
Rod I.erscn infomed me that yo.! m:e interested in cbtaining right of way over
Department of Natural RescA.1rc:e lands. :I have enclosed several applications for
right of way/J:Olld use, havinq highlighted on Q'I8 of the ccpies the DDre inportant
and roost, frequentJ.yoverlookE.d partialS of the application. Instructions for
pl:'epariBJ the exhJbit 1Il!Ip or plat whic:h JIlISt accx:apmythe application can be fCllll1d
on the :reverse side of the application.
we will begin p:teparing ycur J:'OIIId use permit as soon as we xeoeive your OCllpleted
applicatial. :If yo.! have any questials, please give De a call. "
si.ncere1y,
j)~'~
Dale Mix
Natural P.esan:ce En;Jineer :I
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RECEIVED
MAY 2 5 1988
JEFFERSON COUNTY
ENGINEERS OFFICE
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Equal Opportunity I Affirmative Action Employer
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RES 10.3802 m.y. ~I02) OX ....060
J~'t~ONS ON.lIAa(ji
llilliMri'ltiiiuPucA~
STATE OF WASHINGTON
DEPARTMENT OF NATURAL RESOURCES
BRIAN J. BOYLE - COMMISSIONER OF PUBLIC LANDS
APPLICATION FOR RIGHT OF WAY or ROAD USE PERMIT OVER LANDS
IN
COUNTY
To the Commissioner of Public Lands, Olympia, Washington 98504:
I. The undersigned, has fulfilled all prerequisites stipulated
in the preliminary field review by the Depsrtment of Natural Resources' local representative and hereby attests the plat ac-
companying this application for right of way represents the true locstions approved by the State's representative for a
1, Road _2. Utility_3. Electronic Site _4. Overflow_5. Railroad_Other_.
:Ai.'..N.W ',c~nst~u<:tionio~er,th~\@!P:Vt.~;ll~~a~
Section _ Township _ Range -
,_,}>Y.i.....1ouI>diwia!O".O!,j/oe,-;..,...:,........,v
,,~cIfi\Ct~!;~!I'1f
Section _ Township _ Range -
over the following Isnd.
Section _ Township _ Range _
,,~..l1V,~""~,l!I.dII!I,~-~
Section _ Township _ Rsnge -
as shown on the sketch accompanying this application.
11.:coftjpl.ti,itiir,1:8jf'iIjPijc~.;'b~~i'(i!',,;~!i:ttf".ll
1~;~C1~ir,e~,~tMr;:;::Z!;::.'.~: :.:::';::,::,:;:;.::,:..,';;1~!~I~:}"lf6at
land?
~~U,!\ll .T~I~;r,ill.~t.~
is the name of the peraon(s) living on, occupying, or using the
,>
Inventory of improvements (include roads, structures, other) on lends covered by this requeet:
Improvemeng
Loco".
E.tlrftllted V.lue
Owner (If known)
Is thero any timber , reproduction on the land?
Is area in cultivation or pasture non-productive ?
a',..m. 8011 CondlUon AI, Quality A......UC
Greater than 20 cU.fl.laec, _ Stable Disturbance Diaturbance
Less than 20 cU.fl.lsec, Unstable _ Yes _ Yes -
<"" '4/1J No - No -
;1;";~,,I.'.:'Clf.,"~~if.:~p~II~il~hat is t~~esCriPtlOn of land from which vsluable materials are to be transported?
,eetlmatect.voIUrll'8,:of, :~iio.~.,:n;~~~rj~l~ '(~,~""'~c:..u"'iC:~,"~
_' If not, who Is the owner?
. Are you the owner of such msterials?
(Nlm. and Idd,...)
2. Complete If danger treaB .ro Involved. What Is the width of danger tree zone on each side of the actual right of wey?
Height at which trees In this zone ere considered dsngar trees?
, Indicate antlclpatad method of removal, Cat
_, Will dangar trees be removed?
Highlead Other
3. Complote for electronic Inetallatlon: What 10 the proposed operating frequency
and power output ? Estimated oapllal
Investment ' Beam paths Yas _ No _ (Isouance of eny elactronlc
communication olte aaeemant Is conditioned upon nvallable State Bocurod accoss 10 the site,)
DI11itif,'.'" ",">,,!. ,~,!"<":;",,,,.',, ",/,',),,""',','i,';" "',,.''i'1I';W..hlnaton1f'IiIIl.';.'"''.','',,''' '" '.daVlot
,.,. t', ....i:,,>.,.,..
FOR DEPARTMENT USE
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Refer to Application No,_
Type of Land
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Post Ollico AddrBlIlI
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Of OFfiCIAL RECORDS_OF__
rAGE~~..lSj(ECU~S I or .... _.
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2:1-0274
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STATE OF WASHINGTON fFFFR~I::~ !!1UNll AUDITOR
DEPARTt1ENT OF NATURAL RESI1 RCES ..iI. y~. ......../
BERT L. CDLE, Conmlssloner of II bli.. L""d~DEPUTY'
Rfr.IJi10~OOE nrR,AO_
******************
* ORDER
In re: Application No. 2972 for * AND
Right of Way for Public Road in * CERTIFICATE OF GRANT
Jefferson County * OF
--.:* ,",- RIGHT OF WAY
******************
]
It appearing to the Conmlssioner of Public Lands that the
Board of County Commissioners of Jefferson County have, pursuant to
a resolution of said Board, filed Application No. 29721n,his office
for an easement for a right of way for a public road over and across
state owned lands in Jefferson County, sf NEt, NEt SEt, Section 22,
Township 27 North, Range 12 West, W.K., In said county; and
It further appearing to the ,said Commissioner that a duly
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attested copy of a plat of the proposed right of way prepared by the
county engineer of said county has,been filed In his office, which
said plat Is hereby approvedi and
It further appearing to the said Commissioner that timber
of an appraised value of $3,699.00 Is on the state owned lands here
involved and that said sum has been paJd In full to the state; and
It being deemed by the said Commissioner to be In the
best Interests of the state to grant the easement herein requested,
It 15 therefore
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ORDERED and DETE~INED that, In accordance with Section 5,
Chapter 73, Session Laws of 1961 (RCW 79.01.340), an easement for
right of way for a public road be, and the same 15 hereby granted
to sa Id county overand..across-,the followlng...desc.r.lhetl ..tate DWDed,
lands:
,.....~,~r
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si NE~. NEt SE~, Section 22, Township 27 North,
Range 12 West, W.K.
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The easement granted herein is subject to the following
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conditions and provisions:
HAZARD TREES
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Trees located outside the limits of the right ,of way herein
granted which become a hazard to the use and maintenance of
the road may be removed uponobta i n i ng the writ ten consent
of the State. and payment of ~he appralsedvlIlue thereof.
Dated this ~ day of f?;j..J.L.,I1
. 1971.
STATE OF WASHINGTON
DEPARTMENT OF NATURAL ,RESP.URCES
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STATE OF WASHINGTON
DEPARTMENT OF NATURAL RESOURCES
BERT L. COLE, Commissioner of Public Lands
Easement No. CR-3148
/)1~
THIS EASEMENT, made and entered into this ~ day of ,
19~'---, by and between JEFFERSON COUNTY, herein called the "Grantee," and the State of
Wa~on, acting by and through the Department of Natural Resources, herein called the
"State," WITNESSETH:
The State for and in consideration of the terms and conditions specified
herein, hereby grants and conveys to the Grantee:
An easement for a right of way for the sole purpose of construction, operation, use,
and maintenance of a road over and across a location as shown on Plat No. CR-3148 filed in
the office of the Commissioner of Public Lands at Olympia, Washington,a reduction of
which is attached as Exhibit A, indicating said right of way in red, and by this reference
made a part hereof, all in Jefferson County, Washington. Provided, the Grantee may permit
the installation of utilities specifically pertaining to electronic transmission lines,
telephone lines, or pipelines but for no other purposes.
This easement granted herein is subject to the following terms, conditions,
and provisions:
Subject, however,to an easement for right of way for railroad granted to the
Chicago, Milwaukee, and Puget Sound Railway Company, on March IS, 1910, under
Application No. 6835.
Subject, however, to an easement for right of way for county road granted to
Jefferson County on June 23, 1932, under Application No. CR-1393.
Consideration
The consideration paid by the Grantee to the State is as follows:
Timber . . . . . .
$27,972.00
Damage and Protection from Damage
Grantee, when using the rights granted herein, shall repair or cause to be
repaired at its sole cost and expense, all damage to improvements on State lands
occasioned ,by it, which is in exceas of that which it would cause through normal
and prudent use of said rights.
D
During operations under this easement, including the construction of roads and
landings, the Grantee shall take such precautions as necessary to minimize insofar
as possible, soil erosion and damage to the soil. Equipment will not be operated
when ground conditions are such that excessive damage will result.
Preoperating Requirement
The Grantee's operations specified herein shall be conducted in accordance
with the provisions of the State approved Plan of Operation in force at the time
of construction, reconstruction, or development of the right of way.
Provided, however, thirty (30) days prior to commencement of said operations,
the Grantee shall submit to the Area Manager at Forks, Washington, for written
approval, a complete and detailed Plan of Operation for the development of the right
of way. The Grantse shall provide for the examination of the right of way, with the
State's Area Manager, before any construction, reconstruction, or development is
'commenced.
Facility Protection
Trees that become an interference or a hazard to the rights heroin granted
and located outside of the limits of said right of way may be,removed upon obtaining
the written consent of the State, and payment of the appraised value thereof.
App. No. Ca-3148
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It is understood and agreed that in the event any portion of the road described
herein is abandoned. or in the event any portion of the right of way granted on June 23.
1932 under App1ication Number CR-1393 is abandoned as a result of the rights granted
herein. the Grantee shall take the necessary lega1action to vacate such portions and
shall immediately restore the land within a11 abandoned portions to a natura1 condition as
may be directed by the State.
On those portions designated for restoration. all aspha1t shall be removed
from the abandoned right of way and shall not be deposited on the adjacent State
land; in addition. the land surface sha1l be scarified to blend with tbe adjoining
landscape.
Notice of Noncompliance
The State shall notify the Grantee by United States mail. addressed to the
address shown on the application for tnis easement on f11e with the State in
Olympia. Washington. of any instance of noncompliance by the Grantee. its employees.
permittees. contractors or subcontractors with any of the terms and conditions
hereof. Such notice will specifica11y identify the manner of noncompliance herewith.
In the event the Grantee does not undertake. or cause to be undertaken.
remedial action within fifteen (15) days f01lowing receipt of said notice. the State,
acting by and through its Area Manager at Forks. Washington. may suspend
the Grantee's operations unti1 such time as effective remedial action ia taken.
IN WITNESS WHEREOF, the parties hereto have executed this instrument. 10
dup1icate, as of the day and year first above written.
App.
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STATE OF WASHINGTON
:P2i:t7 j'URCES
BERT L. COLE -:::
Commissioner of ,Public Lands
/:
BOARD OF COUNTY COMMISSIONERS
JEFFERSON COUNTY
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Collllt:Lssioner
Courthouse
Port Townsend, WA 98368
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ORIGINAL ~TE OF WASIIING'l'OH ,,, -
Depart It of Natunt --- N.../ 18253
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RECEIVED OF....,~~_-:::--.~,::.,~,e,'!,"'_,~I.!..,",..,...__..._.....
AddreSs,..,....'....."...'...."....".....lf..-'.-.."-.....'....' City..,......,..,.......,..__"...,.."........,.... State_._......................._.,.., Zlp....,..,........._.,.....,..,
~.7r.9...7...?1..~........._........... Money Order ...._...........,_.._.._._ Cash $....,_...__..,.._....~~
..' ,....,..,....~~~..:f:/;,//~.~~..,~,k~~ud..4I4~~....,~.....
For..aflCe4,........,al...4.tf...........,..", g,iM::::,~-.....t!Ja(f...i:1:Lb?Jtr..,....._.....,.......,.....,..............,",.."..........
...'-.............",....... ...............,,,,,,,..........,.....,,..............,,...............,,..............",-...........,....................-.-..................................................................................................
..,....,..................."....................................,..."....."..................,..............................".......................................-.....-.................................-...........-...............,,"................
..............,..,....,,,...,.,,......,,,,...................,,,,....,.,,.,,.........................................,.........-............................-...................'".............................................."....................".........
BY",...,"'"i!t..,..~_"._..~_".._.."...___.,_.....,.~
BERT L, COLE
CommUrionet',
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RIGHT OF WAY PLAT
JEFFERSON COUNTY
SEC. 21 1: 27 N. R. 12 W W M.
JEFFERSON COUNTY WASH.
CR3148 s:ALEoIlN,-400FT. CR3148
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EXHIBIT 11
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FEB 2 2 1988 'j~'
JEFFERSON COUNTY
ENGINEERS OFFICE
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DEPAR'1'L!mT OF ?UBLIC LANDS
otrloe ot Cammlssloner
.rUDe 234. li32
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In Re ~pp11oatlOJUl No.. 125IS. 125i....
190 aD4 1896 trn Righte 01' 'irQ' ·
tor Co.", Road. o.,.r smte Land. ·
1n .Teftereon Co=107. ·
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ORDER
It ap~rla.e: to the OOlIIIlll..iouer at this time
that applloation. ROe. 1313, 13i... 13gS aDd 1398 wore tiled In
thi. ottloe '07 the Boar4 ot CoUDt,. CoIIIaIl..1oner. at' .renerBOD
Coun.ty tor ea.6IIlent. tor Z'1ghta ot way tor oounty road8 oftr
aDd 8U'O.. oer~1A laDd_ in .renereon CoIUl1;71 tbat .ald applica-
tlou wre 1'11.4 In aooort!lUl08 1I'1th tile 1a. ot' 1927 wh10h pl'OYld.s
t'or th. graDt1Dg ot' rlgb~. ot way onr .tat. laDda; aDd
It turther apptiar1ns that there la 1II8robantab1e
timber looated upon sald riGht. at' way, and that the yI11u8 ot Bald
,
tlmber's. detera1ned tram the report ot' the 8tate timber orulser
1. $469.00 under 8pp1108tlon No. l3iS: $88".00 UDder applioatlon
No. 131"; $232.00 UDder appl1oation No. 1315; mad ~150.00 UDder
applloation No. 1398; thllt a r_lttllDoe OOftZ'1Dg the.e llDIOUDts
he. DOW ~.en r.esly.4 tram tbe prop~ autbOr1tle. or letter.on
County BDd that in aooord8Jloe with the 8tatu'.. a814 Z'1gbt8 ot
way ou no. be granted; aDd tbe COIlIIIlluloner being tully adYlGad.
1 t la. therotore
ORDERED and DETKBMINE~ tbat tbe pl.'. sbo.la6
the 8U1'Y8Y ot the 8.1d right. ot ..,. 88 tUed witb .ald petitions
be aDd the 8ame Groher.by Ilpproyed as the oniola1 plat. ot sa14
l'Oad. and that eaS8menta be and the .5Jlle ue hereby granted to
Jettereon County tor OOUDt:y rod. O1I'.r aD4 aoro.. the tollowing
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AppUcation No. l~3.
~oBe portions 0 l' the :':~ 01' m;~, the :1~'; or N": ,; and
the sy,~ of sectlon 21, township 27 north. range 12 weet.
~.M.. 1ncluded Wlthln the llmlte ot a strlp ot land 60
teet ln wldth haVing 30 teet ot such wldth on oach s14e
of the tollowlng descrlbed center 11ne:
Beglnning at a polnt ln tho e88t part or the 37-:: ot
sr.i. deslgnated .. Statlon No. 682+93.0 ot the eurT., ot
State Road NO.9. end runn1ng thence N .7050'E 255.3 teet;
thence on a 20- curTe to the lett. turninc through an angle
ot 49030'. e d1stanoe ot 247.5 teet; thence N l040'W 467.8
teet; thence on a 20- oune to the lett. turD1118 through an
angle ot leo. a d18tanoe ot 90 teet; thenoe N 19040'r. 96
teet; thence on I!l 200 ourTS to the right. turnlng throuBh
an angle ot 380. a d1stanoe ot 190 teet; thence N 18'20'
E 187.93 teet; thenoe on 8 IS' CUl'Ye to the rlt1,ht. turning
through ~n angle of' 48051'. 8 dlstanoe ot 312.3 teot; thenoe
n 6So11'r. 2307.8 teet. lntersecting the Ollst and west center
I1ne ot the 8eotlon at a 41stan08 ot 471.2 teet BDd at I!l
polnt whioh 1. S 86044'E 2~1 toet diotant traM the quarter
aeotlon corner on the w8st lin0 ot 881d sectlon; thence on
a 10- ourye to the rlght, turnlng throuq,h an angle or 11'
30'. a distanoe ot 115 teet; thence N 7e..l'E 708.5 teet;
thenoe on 8 10. curTe to the rlght. turnlng through llD angle
or 19023'. a diatanoe ot 193.8 teet; thenae 3 e3036'~ 786.3
teet to 8 polnt on the east l1ne of sald sectlon 21 whlch
la R 1047': 1083.6 teet dlstant tram the quarter sectlon
corner on sa1d east 11ne.
The right of way heroinoboye desor1bed has an areo
ot 8.21 aores accordin~ to the plat thereot on f11e ln
the orrioe of the Commissloner ot i'ub11e Lends at Olymp1a.
\'Bah1ngton.
SUbjeot, howsTer. ln the S~; to a rl~ht of way for
railroad purpo.e. granted to Ohloa1';o. '.:11wau)cee and pug.t
Sound Railway Com~any throu~h oertltloate ~o. 240, lsoued
~aroh 1~. 1910, under appllcotion No. 6835.
Appllcatlon No. 1394
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'l'be ri/3ht at waY' herelnllbO...8 4eaoribec1 haa lID Ue.
of 7.'13 _or.. aooording to the plat thereot on tile In
the ot1'lo. at the COIIIIai8a!oa.r ot PUblio LaD4a at 017DlPl_.
Y/a8h1ngtca.
511bJa't, honftll', to the rlghh at the holder8 at
011 an4 gaa 1ao8e. Ros. BSeg. 6823 an4 Se2~.
ApDl1oatioll Ro. 18"5
Tho.. porUonD at the !fi at swi. the SEl at swt aat1
tbe Wi at 5E~' or ...Uon 2:5, toWDSJaS,p 2'7 north. rBDSD la
w..t, w.u., inolu4ed within tbe I1mlta at a 8t:rlp,of 18D1
80 te.t 111 Width haVing 80 1'..10 at lIuob wi4th all eaob sid.
at the tollowlas 4..o:r1bed 0.n1l8r 11Mr
BeslnnlDg at . point on the w..t line at Hid ClloUon
2:5 WhlGh 18 S eS.42'W 10.1 t.et 418tBnt trCII the P. I. at
-:sO- our.... ot Hid oenter Une, nid F. I. b81n8 S 8-63'
E 8S9.e 1'..10 41a'hnt ~ tbe quarter .eotion Garner on
,8814 ...10 line. then.. N eS-.2'E SI01 toet to the P. C.
at an14 80- GUm. thenoe on 11&14 01lrftl to tbe rl8ht,
tUrD1ns tbrouSb an angl. at 18-Ze', a 41etan08 at 81.4 teot;
thenae S ".-58'E 890.15 1'eet. tbanGe on a 10" OUl'Ytl to the
right, turniDg througb an and. or '-S8', .. 41atllnoe 01'
'16.S faat; theno. S 87-21':' 2&00.4 taet. thenoe on a 3~
oune to tha rl8bt, t1D'Slln8 thro1l8b an anele at 26-.15'. a
dletan08 at 88.1 1'..10; thllD. S 41eaS'E 2'72.2 t.et; tbenoe
on lID e. 0UJ'ft to the 1.1't. tumlng th1"O~h lID flIlsJ,e of
28008'. a dl.tan.~ at 326.'1 t..t; then.. S e?-ta'E 1139.8
teet; thenGe on . 20- OUl'ftI to tbe riSbt. turnlng thrclIlgh
an angle 01' 89-GB'. _ 4istanoe at 191.6 te.t; thenoe s
27.48'E 145.6 1'eot. thenae on a 2380urye 10 the l.t~,
turning through an angle at e.. 22' . a 41.tlln. 01' 386.8
t.et. thena. ~ e"SO'E 55.8 t..t. thenoe on a 3S. OUrTe
to tbe rl8ht, tll1'lllng throush aD 9Dg.l.e 01' 70'. a d1stanGe
at 200 1'..10; thenos s 4B810'E 65.9 te.t to e fOlnt on
th. ..at 11D8 01' 8814 afloUon 23 whloh 18 N 2 U'E 208.3
1'e.t 418tant from the southeast oo~e:r ot said .eotlon.
The r1ght ot wIlY herelDabo'V8 d..or1bed baa an area
01' 5.91 Bar.. aeoor4ing to the plat thereot an tile 1n the
ottloe at tho COlr.1ll1e81on.Z' ot Public Lamu at OlJ'll1Jlla,
Washington.
SUbJeot. howe..r. to the rlghts 01' tho holder 01'
011 end gae lease Ro. 6589.
Ap.plioat!on No. IS6
That po1"tion at the S~l ot swi ot seoUon 2'. tOWD-
ship 27 north. roag. 12 W.8t. .~.M. i 1nGl. uded .1 thln tbe
I1ml ts or a strip 01' land 80 tast 1n wldtil hay1.Ds 30 test
01' lIIuch width on .aoh alde ot tbe tol1oW1D8 48sor1b8d oem ter
lin. I
Begtnll1Df at a p01nt aD the w..t 11ne or sald sootloD
24r wblob 18 N 2 U'E 208.3 teet 4111t6nt trcm the .outhwea'
oorDer thereot, and ruanlns theno. 0 42-10'F. 60 teet; tnenoe
on a S. CUl'Y8 to tho 101'10. tu:tninc th1"Oush an IlDr.1O 01'
1.-12', a 41stanoa at 284 toet to a polnt ln ad~o1ning
..otlon 20, and ~ZO..1DS the aouth line at said 1I00tlon 2'
at B dtetanee 01' avg.5 re.t and at a point whlob 1. ~ 8'1-
3B'E 162.7 t.at dlstDDt tram .aid aouthw..t cornor or the
sootl0D.
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ana or .~ eon .OOO2\'llD~ to the plat thCll'tlOf' OD 1'11.
lD the orf'1oe or \be CaIa1.1I1oDer or PubUo tar&clII at
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SUbJe.,. 110....... to tibe risb_ or ~. laoUer or
011 aDCl SlY 1_.. No. MIa.
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DaMd t.b1. 2:5d day 01' 3UD., AoD.. 1932.
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DEPAR'l'MEli'!' nF' PUBLIC t:.AliDS
ottice ot CotlllJl1ea1one..
OO.:a~J~l~Q'2..."O:.lCO
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In r. Applica.tion !lo. 14S8 ·
fOl' Rlgbt ot ~a,. tOl' Count,. ·
Road 1n JorrerllOn Count,. :
ORDEn
April 16. 19$6
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It app....lng to the COIIII'..18810ner at tbla tIme tbat Appllca-
tlon 1;0. 14S0 baa be.n 1'1lecl In this ot1'1o. '0,. the oO&l'd of CClW1t7
CCllIIIII1l1alone..8 01' Jetre..80n County f01" an eas..nt ~O.. a rlgbt ot va,.
tOI' cO\mty road 0"." tbe ~i ot SEt 01' .eotlon 24 and lot. 1. 2 and 3.
..oUon 2$. townahip 27 nol'tb. l"8DS. 12 VlI.t. if.PI.. In Jott'01'8on Count,..
that satd applioatlon waa t'lled In aooordaDo. v1t~tbe prowl.10DS or
the La" ot' 1927 1'.1&Ung to tbe gnntlng ot' I'lgbta ot' va,. eweI' Stat.
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landa, acd
It t'ul"tbe.. app....lng that there 18 _robantabl. tll11ber on
tM aNa inoluded wi tbin the right ot va,.. vblob 18 ot the "aluo 01'
.376.00. that the BoaI'd ot' CCWlt,. COIIIII1..1on.... ot' Je1't'e..aorl Count;,.
baa paid Into tbill ot1'1ee the 8\DII ot' ;;,310000 to ooy.r tbe "alue or
tbia tlrabel'. and tbere 1a no good. Nason wIV the right ot' va,. shoul4
not be gNJ1ted, It 1. there tore
ORDEflED and DE'l'Em.1InED that tbe timbsI' located upon the uea
inoluded witbln the right ot' wa,. aousbt. be and tbe _till 18 'wNb,.
apPI"a1a.d At "376.00, and that the plat Ihwlns ttw II11l"1e,. ot ea14
1'1Sbt ot' wa1 aa 1'Uod v1 tb ..14 appl1oatlon be and ,be -. 10 bereb,.
apPI'O".d .. t~ ot'.t1ela1 plat ot aa14 I'OU and tbat an .a....ntl be and
the aaDIIJ 1. bereb,. pant.d to J.r.rer.OI1 CCNDt,. tor . oount,. !'M4 ewer
the rol10wlas 4elo.r!.bod laad..
tho.. pOl'tlone ot tbe 51 ot ~ ot "OtlOD 24,
and lote 1, 2 and 3. .eotion 25, toWnahlp 27 1'101't~l!
:re.nse 12 _n, W.H.. laolua4 110 a d:rolp ~f' lU14 60
tile' In vt4tlb badq 30 to.' ot .uob vt4'b OIl eub
.lda ot toM t'oUOI4aa d..oI'lbe4 oentel'Unel
Bedno1q at a polnt ClD tbe wen lln. ot' aal4
lot 3. 2'ee .reet loatb or tt>> noPtlbwat oOl'Mr ot at4
loti, and I"WUllq tbanM ~ B'. l8' B 1330. r.e'. tbenoe
oa a S. OlU"re to the 1en., tlUl"alns tbrougb an ande ot
,- 12' a dlltano. ot 1.24 .t.et. tbenoe !I 87. )0' !
296.3 teet. tben... MI a 10. OUl'Je to tbe toR, taJoDing
tbrougb an ~81e o.t 1S., . dlltanoe or 1S0 t'..t. tbeno.
!l 72- 30' li: 3OS.4 t'..t, thence on an e. oune to tbe
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or 162.$ reet; tbaOco :i SSo 30' ~ 707.3 roetl
thence on ~ e' C1U"'rO to ttw right, tumlns tbl'ousb
an owgt, or 2S' 09', a d1810ance ot 314.4 r.ot.
tbance ... 690 21' 1;; C.S2.2 1'..tl tbltDoe ClG an e'
OUI"VO to tba rlght, tUl'D111& tbrougb tan &I:l6le 01'
3' 21', a d1atanoe or 41.9 root, tbaDCO S 660 E
231.7 reet. thence 00 a 1$0 CUI'VO to tblt lort,
tumlng tbzoouab aD aaslo or 70 SO', a cl1ataDOo 01'
$2.2 reot. tbenoo S 7)0 SO' 1:: 32.6 teet. thence on
a 200 curvo to the rlght, turning tbzoouab aa ~1e
or lSO 49', a dl8tance or 94.1 root, thenoe ::.. S5-
01' l:; 62 hot to a polnt on tblt ellat 11ae or u.1d
sectlon 2$ whioh la 417 root aouth 01' tho no1'"tM.at
COI'Dlt. 01' ea1d ..otloD, "
lhe r1gh~ or 1MJ' he1"eln.abovo do...1 bod baa aD
aNa or $.$1..... aoOOl"Cllas to the plat theNor
on rUe 112 tbo ornoo 01' the CCIIllIII1a8lcm.. or Publlo
Laudll at 017llPla. We.blngt.oD.
and 1 t 18 r=-tlbltr
OP.DmmD an4 DIBEG'l'lm tbat the _ or C376.00. paS,d 1'or tbl
tlabe. and land upon the rtght 01' .,.. be tuftJed OYOI" to the Stato
'l'1"O&aurel' and placed to the 01"8d1 t or tbe Capl tol Bulld1D8 Puacl.
Datod tbl. 16th day or Apl'11, A. D., 19$6.
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3'+ r
C&NSTRUCTION COST
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P,oject Tille
Date
v PpU', 1401-\
t.\: IS 86
13'""Conceptual
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UEPARTUENT O(..UBUC WORKS
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30./-'
ccfNsTRUCTION COST
ESTIMATE SUMMARY
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Summary
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No. eo,t
I f\A. Df31 U 2A.:r7 orJ Bo/" L,S f-:;;>:!'o~",;- __
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CeNSTftUCTleN C.ST
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Date
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No.
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JEfFERSON coum COUl'l1l0USE
PORT TOWKSElD. VA 98368
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CONStRUCTION COST
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1C:.E'~SI72 l:l c...17 C>>-1
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)UNTY ENGINEER CHAIRMAN BOARD OF COUNTY
COMMISSIONERS
SUMMARY OF QUANTIT J ES
PROJECT LIMITS'
COUNTY ROAD 914207
UPPER HOH ROAD
M,P'1. 0.33 TO M,P'1. 1.80
ITEM TOTAL
UNIT' ITEM
~~O QUANTITY
I LUMP SUf!. L,S MOBILIZATION
2 5.Ci ACRES CLf'~ARING AND GRUBBING
3 7650 L.F. REMOVING TEMPORARY STRIPING
4 18000 CY ROADWAY EXCAVATION INCLUDING HAUL
:J 2000 C,Y UNSUI TABL." FOUND. EXCAVATIO\J INCLUDI NG HAUL
6 2000 CY HORROW f'~XCAVATION INCLUDING HAUL
., 20 000 CV EMBANKMENT COMPACT rON
,
8 175 TON QUARRY SPALLS
q 50 LF PLAIN ALUMINUM CULVFRT PIPE 0.060 IN. TH /8" DIAM.
10 198 LF PLAIN ALUMINUM CULVERT PIPEO,075 IN. TH 24 DIAM,
'I 13f. LF PLAIN ALUMINUM CULVERT PIPE 0105 IN. TH. 42" DIAM,
'2 334 CY. STRUCTURE EXCAVATION CLASS B INCLUDING HAUL
13 52 CY GRAVEL BACKFILL FOR PIPE BEDDING
1,1 9350 CY GRAVf'~L BASE (TRl.JCf<. MEASURE)
15 ,,1200 TONS CRUSHED SURFACING TOP COURSE
16 .1100 TONS ASPHAL.T CONCRETE PAVt.MENT CLASS B
17 310 M. GAi_ WATER
, , 18 4.5 ACRES SEEDING. FERTILIZING Be MULCHING
-19 7650 L F TEMPORARY STRIPING
20 23.000 L.F PAINT STRIPE
21 110 HUND. LANE MARKER TYPE 2
22 LUMP SUM L,S. PERMANENT SIGNING
23 200 HOUR CONTRACTOR PILOTED TRAFFIC CONTROL
24 640 HOUR TRAFFIC CONTROL LABOR .
25 200 S.F, CONSTRUCTION SIGNS CLASS A
26 LUMP SUM LS MAINTENANCE Be PROT.ECT ION OF TRAFFIC
27 LUMP SUM L.S. SURVEYING
28 9 EA MONUMENT MONUMENT CASE a COVER
29 LUMP SUM L.S. TRIMMING e. CLEAN UP
30 12 EA, ~INTED DRAINAGE MARKING
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SUMMARY OF QUANTIT I ES
PROJECT LIMITS'
COUNTY ROAD 914207
UPPER HOH ROAD
M,P'1. 0.33 TO M,P'1. 1.80
ITEM TOTAL
UNIT ITEM
NO. QUANTITY
I LUMP SUfI! L,S MOBILIZATION
2 ~...,S ACRES CLEARING ANn GRUBBING
3 7..650 ~,;-\LV L.F. REMOVING TEMPORARY STRIPING
4 ~."" C:Y ROADWAY EXCAVATION INCLUDING HAUL
~ ~ C,Y UNSUITABLE FOUND. EXCAVATIO'\l INCLUDI NG HAUL
6 -z-eoo ~ CY ~ORROW EXCAVATION INCLUDING HAUL
-1 ,r ()()C I,,,.J/ CY EMBANKMENT COMPACTI'ON
8 ~ ,~,<; TON QUA RRY SPALLS
~ .-eE;- L,F PLAIN ALUMINUM CULVFRT PIPE 0,060 IN. TH. IS" DIAM.
10 198 LF PLAIN ALUMINUM CUl.VEr'lT PIPEO,075 IN. TH 24 DIAM,
!I 136 L.F PLAIN ALUMINUM CULVERT PIPE 0.105 IN TH 42" DIAM.
12 ~7~1 C Y. STRUCTURE EXCAVAT ION CLASS B INCLUDING HAUL
13 ~ ,\ri, CY GRAVEL BACKFILL FOR PIPE BEDDING
14 1\'C.~ CY GRAVEL BASE (TRl.JCf<, MEASURE)
15 ,.:l."'"UOO TONS CRUSHED SURFACING TOP COURSE
16 .. ...."'04.J..e0 TONS ASPHALT CONCRETE PAVt.MENT CLASS B
17 .3-l-O -~ Il,; l; MGAL WATER
18 ~~,\ ACRES SEEDING FERTILIZING S. MULCHING
-19 7~ .:.,,",Uv I~ L. F TEMPORARY STRIPING
20 ~OO'(\ L.F PAINT STRIPE
21 o it'UC HUND. LANE MARKER TYPE 2
22 LUMP SUM L,S. PERMANENT SIGNING
23 ~\<.'" HOUR CONTRACTOR PILOTED TRAFFIC CONTROL
24 e4D CD 0 HOUR TRAFFIC CONTROL LABOR .
25 200 S. F. CONSTRUCTION SIGNS CLASS A
26 LUMP SUM L.5. MAINTENANCE S. PROT.ECTION OF TRAFFIC
27 LUMP SUM L,S SURVEYING
28 ~1 EA MONUMENT MONUMENT CASE e. COV ER
29 LUMP SUM L,S. TRIMMING S. CLEAN UP
:30 ~IO EA, ~INTED DRAINAGE MARKING
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VIC1~JITY MAP STANDARD SYMBOLS INDEX, ROAD SECTION SUMMARY OF
QUANTITIES l:,STRUCTURE NOTES, SIGN SPECIFICATIONS, 'ROADSIDE SIGN
STRUCTURE",. AND SIGN REMOVAL SPECIFICATIONS.
2 PLAN S. PROFILE, STATION 17 +50 TO STATION 23 + 00,
~ PLAN S. PROFILE, STAT ION 23+ 00 TO STATION 36+00,
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SPECIAL PROVISION - UPPER ROH ROAD
REMOVE EXISTING CULVERT
I.NCH DIAMETER
Existing culverts of the type, size and length noted shall be
removed at the locations shown on the plans. Removal and
backfilling shall be in accordance with Sections 7-02.3(3) and
7-02.3(4). Payment for removal shall be included in the unit
contract price per cubic ysrd for "Structure Excavation Class
B, Including Haul" as provided for in Section 7-02.5. item 14.
When the culvert to be removed is to be replaced with a new
culvert at the same location. the .Structure Excavation Class
B, Including Baul" quantity shall be deducted from the new
culvert quantity.
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SPECIAL PROVISIONS - UPPER Boa ROAD
SCARIFICATION OF EXISTING PAVEMENT
All existing pavement not removed as roadway excavation .shall
be Bcarified to a 4epth of not leBB than Bix inches below the
exiBting roadway surface. The scarified pavement material to
be utilized in the embankment Bhall not exceed ilx inches in
the greatest dimension and shall not be placed within two feet
of finished ~rade. All scarified areas shall be compacted in
accordance with 'specifications for embankment compaction. All
costs for scarification of existing pavement, including
required haul and compaction tbereof. are incidental to and
included in t.he cubic yard cost for embankment compaction.
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Washington State
Department of Transportation
Transportation Building KF-01
Olympia, Washington 98504.5201
(206) 753,6005
Duane ....ntson
Secretary of Transportation
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July 27, 1988
Mr. Gary Rowe
Public Works Director
1820 Jefferson Street
Port Townsend, WA 98368
,'.
Jefferson County
Upper Hoh Road
RAP Project
Dear Mr. Rowe:
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Your design deviation request to allow a 28' roadway width rather than
the standard 34' was revie~ed and approved by the State Aid Engineer
effective July 27, 1988.
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HENRY C. BASH, P. E.
perations Engineer
State Aid Organization
HCB:ds
LRR
CCl Bob Holcomb, Dist. 3
.
RECEiVED
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{.,UG 1 198B
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JEFFEP.S:;';'J COUNTY
ENGINEERS OFFICE
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SUpp~e_Dtal Design Report: BarratJ.ve
Apri~ 25, 1988
Bo Laurie
In accordance with the approved Design Report dated 1-21-88,
the following design criteria for the above referenced project
have been specified for the reasons stated:
1) Construct 28 foot road"ay with 28 feet of ..pha~1:
ce.ent pavement:. Due to high percentage of the volume of
truck traffic and R.V.'S on this road, a wider pavement will
provide greater safety and lower maintenance costs than the
34 foot standard with the narrower oavement width of 22 feet
for approximate~y the same cost ( 2.5-3% less using
pre~iminary estimates ). The safety aspects include greater
opposite direction passing room; wheel tracking remaining on
pavement reducing the over compensation of drivers when
wheel drops off of pavement resulting in swerving and the
potential of conf~ictil'lg with oncoming traffic; the 6 foot
wide gravel shoulder provided by the 34 foot standard is not
wide enough to accommodate the larger vehicles although it
gives that impression to most drivers has been shown in some
cases to increase the incidence of accidents in these
conditions; Maintenance costs are reduced due to the reduced
amount of breaking of the edge of the pavement from the
larger vehicles; reduced area for vegetation control;
reduced area for grading during ditching operations.
Additionally. roadway continuity was considered as stated in
the Approved Design Report, 28 feet being utilized in the
most recently constructed portion of the road and adjacent
to this project ( M.P. 0.00 - 0.34 ).
2) Acquj.re right of way to acCOBaOdate 3.. foot st:aDdard.
The additional amount of area for the 34 foot standard
verses the 28 foot is only 0.36 acres, a 7.5% increase in
area and will allow, if necessary, to construct the 3.. foot
standard at a later date without the acquisition of
additional right of way. The additional right of way will be
less costly to acquire now along with the required right of
way than to apply for it at a later date and provide the
required survey and appurtenant data.
3) Design project full lengt:b of 1.50 .11_. II.P. 0.3S-
1.86. The finml project length can be adjusted if the
current estimates do not prove to be accurate as the design
process continues or other project costs do not increase
substantially over the current anticipated costs.
Additionally, if other projects that at this time are
anticipated not to be constructed become available the
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length and timing of this project may have to be adjusted.
In addition to the project specific items mentioned,
consideration of the remaining portions of the Upper Hoh Road
must be given consideration in developing the standards to be
utilized on this project and the associated costs, as these
standards will affect the future projects on the road that are
nlanned over the next decade. Therefore, for the reasons stated
above, ie; mainly the type of traffic as well as volumes, the 28
foot roadway with 28 feet of pavement meets the needs best at
this time. The 28 foot roadway width also is consistent with the
roadway width within the park, the ultimate destination of most
of the traffic and more consistent the existing recently replaced
bridges along the road.
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A deviation analysis has been completed for this project.
Submitted,
Date Fhr/ s-r
Construction Engineer '
Approved:
>>
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Robert G. Nesbitt, P.E., County Engineer
Ga~~~;'~lrecto~a~~
Ql ~ Apl1!J t.. /988
Public Works
tile: CR0149, design
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DEVl:A'l'IOlf ARALYSIS
AGENCY, Jefferson County
PROJECT TITLE: Upper Hoh Road
PROJECT NO.: CR0749
1.
Posted Speed Limit,
40 MPH
2. Physical Comparison:
(a) Standard Geometrics: 34 foot wide roadway with 22 feet
of A.C. pavement, clear zones, 40 MPH min. design
speed.
(b) Deviation Geometrics: 28 foot wide roadway with 28 feet
of A.C. pavement, clear zones, 40 MPH min. design
speed.
(c) Discussion: The 34 foot width will provide a 6 foot
gravel shoulder, the 28 foot width will provide a 3
foot A.C. paved shoulder. The wider pavement will
accommodate the high percentage of the volume of the
type of traffic ( logging trucks and R. V. 's ) better
than the narrower pavement with the gravel shoulders
with increased safety and lower maintenance. All other
standards will be incorporated into the project.
3. Cost Comparison,
(0) Standard: $430,000.00
Construction Cost Only )
Preliminary Estimate,
Preliminary Estimate,
(b) Deviation: $420,000.00
Construction Costs Only )
(c) Discussion: The estimated construction costs are
essentially equal based on the preliminary estimates.
However, the maintenance cost for the life expectancy
of the project will be lower because of less area of
gravel shoulder to re-grade, remove vegetation and edge
patching of the narrower pavement due to the larger
vehicles running on and oft of the shoulder.
4. Reasons Standard Cannot Be Achieved:
Tho standard could be achieved on this project although in
this case the standard would not provide the safety and
lower maintenance cost that the project will provide if the
deviation is constructed. Due to the narrower pavement of
the standard and the high percentage of larger vehicles that
utilize this road the deviation will provide greater
oncoming vehicle passing room, reduced risk of wheel drop
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off on the shoulder and the potential of over compensation
of the errant vehicle and the resulting consequences.
Additionally, other variants of the standard such as wider
paving cannot be achieved unless the project length is
reduced significantly which reduces the overall
effectiveness of the project.
5.
Certification:
I have examined this deviation request and believe it to be
in the best public interest that it be granted.
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Date
dY~~
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file: CR0149, design
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CR0749, UPPER HOH RD. 0.36-2.08
Design Report Narrative
January 12, 19d8
B. Laurie
The Upper Hoh Road is a narrow, winding road in poor
structural and surface condition that serves the Hoh Rain Forest
in the Olympic National Park and a few County residents. The
traffic includes 60% RVs, (motorhomes, campers, and trailers)
and trucks. The functional classification is major collector,
(07), and the road is a f.R.S. route with a current AADT of 950.
Project History:
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This portion of the road was submitted as a project for
R.A.P. funding in 19ti4 and approved based on a proposed 28 foot
wide roadway with 28 feet of LBST surfacing. The design standard
used to determine this proposal was the Jefferson County approved
standard for a rural road with an AADT of 401-750 with no
consideration of functional classification. The cost of the
project was developed based on the "19~4 Independent Replacement
Costs Per Mile, Statewide Study", dated November 1, 1Yti3 using a
category 2 road, with a cost of ~160,200.00 per mile. A category
2 road is classified as a rural local access (09) with a EST
surface.
Current Findings:
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This project is a reconstruction project and new
construction standards apply, considering roadway continuity. The
standards that are applicable is a minimum roadway width of 34
feet with a minimum surfaced width of 22 feet of ACP.
Additionally, the use of the "Clear Zone" is also required. The
adjOining project to the west (M.P. 0.00-0.36) constructed in
1979 has a 28 foot wide section with 28 feet of A.C. pavement.
The road within the National Park is 28 feet in width with 20
feet of A.C. pavement. There has been one accident within the
project limits in the past 5 years (1987), that resulted in
property damage, no serious injury or fatalities.
Using the applicable standard and applying a unit cost type
of conceptual estimate the cost for the project would be
$410,000.00 for constructing 1.50 miles. Reducing the roadway
width to 2d feet as submitted, but utiliZing 22 feet of ACP
surfacing reduces thu cost to $390,000.00. Both cost estimates
include clear zones, and because of ourront information utilize
the sume estimate for earthwork and clearing quantities. The
current budget amount for construction of the project is
$275,000.00, ($220,400.00 ".A.P.).
In discussions with Greg Gifford of CRAB, they have no
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problem with the County adjusting the length and applying the
proper standards provided that we keep CRAB informed what we are
doing and why. Obviously, they have no problem with the approved
design of the project. He stated that the CRAB would rather see
the proper standard applied to a reduced length project than a
sub-standard project constructed to the original length. Greg
also suggested that the County may want to contribute more of
its' own funds if we change the project significantly.
Recommendation:
This project should be constructed to the current minimum
standard for its functional classification (34 foot width) and if
necessary, the project length reduced with additional funds
provided by Jefferson County. Provided, that after the analysis
of field work with regard to earthwork and clearing are
considered to provide the best application of the clear zone, do
not substantially change the difference in cost as illustrated
above. If during the preliminary design stage, the quantity
differences between the 34 foot standard and the 28 foot standard
become excessive, or the cost of providing the clear zone also
appear to be excessive, than a deviation analysis shall be
completed and filed for the project. Constructing this project to
the lesser standards (28 foot width, no or reduced clear zone
distance) may cause future higher user costs and cause
reconstruction before the useful life of the project is complete.
Additionally, the Upper Hoh Road in its entirety, should be
reviewed in respect to any future projects in order to plan for
the funding, location and standards to be applied and the
estimates for the remaining portions of the Road be revised to
reflect the cost to construct to the minimum standard based on
the functional classification, the topography, and the geographic
location of those projects.
Submitted,
Da te I" eo : t18
Construction Engineer--
Approved:
&~~p1'~e~~~ ~~i1:e~
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Gary A~/Rowe, P.E., Direotor of PUblic Works
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JEFFERSON COUNTY ROAD DESIGN WORKSHEET
Date:__LL~~_I~_~?_
County Area:___L__~
Road Name:__~EE~E~_H_~8_J3D_~~_______________
Prepared by:_1i~~~____
Checked bY:__~~~______
Road Number:_3J_~~Z__
Project Title:__~=fE:~_l19:l_~~~D____________________________________________
From: M.p._0]X~__ To: M.p._~~QB__
Length o~ Project:_~~~____(miles)
County Forces
~~~)
Total
Estimat.ed
AWARD TYPE
~tat~ J:;:, A, P.
Other:
Federal
Obligation
Date
Local Agency
Fundino
(Federal, State)
Funds
: Percent
:State. Fed.:
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Description 0* Existing Facili~y. <existing design and presen~ condition)
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