37-917-Order No. 81-268 Recorded 5/21/1981VOL 37PAGE 9" 7
BEFORE THE BOARD OF COUNTY COMMISSIONERS OF DESCHUTES COUNTY, OREGON
An Order Relating to the Improvement )
of Certain Dedicated Public Roads ) E
Within An Area Within Deschutes )
County, Oregon, Known as Dry Canyon )
and Directing the Improvement to ) MAY 21 1981
be Made by Contract. ) ROSEMARY
T SRCOUNTYR N
ORDER NO. 81-268 JERK
WHEREAS, on April 22, 1981, the Board of County Commissioners
initiated by Resolution the improvement of dedicated public roads
within an area within Deschutes County, Oregon, known as Dry Canyon;
and
WHEREAS, the Resolution was referred to the County Engineer,
who investigated the improvement and estimated the cost of the
improvement, and a cost estimate of this improvement has been pre-
pared in accordance with ORS 371.625; and
WHEREAS, notice pursuant to ORS 371.630 has been mailed
to each benefitted property owner; and
WHEREAS, a hearing on the proposed improvement was held
on May 19, 1981; and
WHEREAS, one objection has been filed with the Board of
County Commissioners regarding said road improvements, representing
less than 50% of the owners of land and less than 50% of the total
assessment of the proposed improvement; now, therefore,
THE BOARD OF COUNTY COMMISSIONERS OF DESCHUTES COUNTY,
OREGON, ORDERS as follows:
Section 1. To improve the dedicated roads within the
area known as Dry Canyon, described in Exhibit "A," attached hereto and
by this reference incorporated herein.
Section 2. That the dedicated roads to be improved within
the District described in Section 1 of this Order, are to be improved
by contract, and are described in Exhibit "B," attached hereto and
by this reference incorporated herein.
Section 3. This Order is notice that the land described
in Section o this Order is subject to a lien of an assessment for
the cost of the improvement, in an amount to be determined later by
an Order of the County Court.
ORDER NO. 81-268, PAGE 1
a VOL 3 d PAGE 91.8
Section 4.
the date of filing -h
a lien docket in the
DATED this
The County Clerk shall endorse upon this Order
ereof, and shall record and index the same in
office of the County Clerk.
day of 1981.
BOARD F COUNTY COMMISSIONERS
OF DES HUTES COUNTY, OREGON
XA-v-- C ;ko. ,
.,-..'A
. S4EPARD, Commis6ioner
ATTEST:
.40'.11
SUSAN STONEMAN
Recording Secretary
ORDER NO. 81-268, PAGE 2
VOL 37PACE 9-1-9
a POVEY & ASSOCIATES - LAND SURVEYORS
I REGISTERED PROFESSIONAL LAND SURVEYORS, OREGON NO. 16W
P.O.80X131 • OFFICE 354S.W.7th • REDMOND, OREGON 97756 PHONE
OFFICE 548.8778
EXHIBIT A HCIAE548.5270
or 2709
L.I.D. - ODIN FALLS RANCH
I
Description of the exterior boundary of a Local Improvement District
to build a trunk road system in a portion of Ta4nships 14 and 15
South., Range 12 Fast of the Willamette Meridian, Deschutes
County, Oregon, more particularly described as follo;as:
Commencing at the NE corner of Section 34 T .14S. , R. 12E. W. M. , the true
POINT OF BEGINNING; thence South aloe the Fast line of the NE1/4
of Section 34 to the SE corner thereof; thence West along the North
line of the EL/2SE1/4 of Section 34 to the "TW corner thereof; thence
South along the West line of said E112SE1/4 to the SW corner thereof;
thence South along the East line of Gov. Lot 2 in Section 3 T.15S.,
R.12E 14.P4. to the SE corner thereof; thence West along the South
lines of Gov. Lots 2,3, and 4 of said Section 3 to the Std corner of
said Gov. Lot 4; thence North along; the West line of said Section 3
to the NW corner thereof; thence East along=-the North line of Section -3
to the SW corner of the SF.1/4SW1/4 of said Section 34; thence North
along the West line of said SE1/4SW1/4 to the NW corner thereof;
thence East along the North line of said SE1/4SW1/4 to the NE-corner
thereof; thence North along the Fast line of the SW1/4 of Section
34 to the NE corner thereof; thence West along the North line of
said SW1/4 to the NW corner thereof; thence ?North along the East
line of the SE'1/4NE1/4 of - Section 33 T .14S. , R. 12E.W.M. to the NE
corner thereof; thence West along the North line of said SE1/4NE1/4
to the NW corner thereof; thence South along the West line'of said
SE1/4:NE1/4 to the SW corner thereof; thence West along the South
line of the NE1/4 of Section 33 to the SIJ corner thereof;thence South
along the East line of E1/2SW1/4 of Section 33 to the SE corner there-
of; thence West along the-South line of said E1/2SW1/4 to the SW
corner thereof; thence North along the West line of said E1/2SW1/4
and along the West line of SE1/4NW1/4 of Section 33 to the ?NW corner
of said SE1/4NWI/4; thence East along the North line of said SF.1/4NWl/4
and along the South line of the NW1/4NE1/4 of Section 33 to the SE
corner of said NW1/4NE1/4; thence North along the East line of said-
NW1/4'NEI/4 to the NE corner thereof; thence West along the $outh
line of the SW1/4SE1/4 of Section 28 T.14S.,R 12F.W ,I. to the S.;
corner thereof; thence !North along the West line of said SW1/4SE1/4
to the NW corner thereof; thence West along the South line of the.
NE1/4SW1/4 of Section 28 to the SW corner thereof; thence North
along the West line of said NE1/4SW1/4 to the NW. corner thereof; thence West along the South line of the NWl/4-of Section 28 to the
SW corner thereof; thence North along; the West line of said NWl/4
to the N14 corner thereof; thence Northeast to a point which as 1000
feet South of the North line and 10 feet [Jest of the Fast line of
Section 21 T .14S R.12E.W.M. ; thence North parallel with said East
REGISTERED
PPOFESS:ONAL '
LAND SURVEYOR
wJULY 11, 1`7a
'r
I • V ( LAND SU RV EYO F~~. VOL rJ7PAGE 92O
POVEY u ASSOCIATES -
! RMSTEREO PSOFESSIONAL LAND SURVEYORS. OREGON NO. 1652
P.O. BOX 131 • CFFICE354S.W.7th * REDMOND, OREGON 97758 • PHONE
OFFICE 543.6778
HOME 548-5270
or 2709
L.I.D. - ODIN FALLS RANCH Page 2
line to t`►e North . line. of said Section 21; th--ice East along, said Nort'lli. line
to- the NE comer •o£ said Section 21;- .thence South'. along said • a-it line and-
along the West line of the NW1/4 of Section 27 T.14S.,R.12E.W.M.
to the SW corner of said W41/4; thence East along the South line of
said NW114 to the SW corner of the SE1/4 of said NW1/4; thence
North along the West line of said SE1/4NW1/4 to the 'via corner there-
of; thence East along the North line of said SFi/4NW1/4 to the NE
corner thereof; thence South along the East line of said SEl/41741/4
- 660.00 feet; thence Southeast to a point on the North line of the
N141/4SE1/4 of Section 27, said point bpirrg 660.00 feet West of the
•.4E corner of said HW1/4SE1/4; thence Fast along said North lisle to
the NW corner of the E1/2El/2' of•-sai:d IN'Wl/4SE1/4; thence South along
the West line of said EI/2El/2NW1/4SE1/4 to the SW corner thereof;
thence Fast along the South line of the N1/2SE1/4 of Section. 27 to
the East line of Section 27;'thence South-aleng said East line to
the P0114T OF BEGINMUNG.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 14, 1978
T R. POVEY
ROBER5653
TOGETHER WITH, the SW's of the NE 4 of Section 3, Township 15
South, Range 12 East of the Willamette Meridian, Deschutes County,
Oregon.
H~
I$I
VOL
C.
POVEY & ASSOCIATES LAND SURVEYORS
REGISTERED PROFESSIONAL LAND SURVEYORS. OREGON NO. 10552
P.O. BOX 131 • OFFICE 354 S.W. 7th • REDMOND, OREGON 97756 •
REGIST?RED. ,
PROFESSIONAL
LAND _5URVEYOR
EXHIBIT B
Description
DRY CANYON L . I . D .
c.: Road Dedication
JUL +c1e.
ROBEN i R. t'OVEY
15.2
37PAGE 921
PHONE
OFFICE 548-3778
HOME 54&5270
or 2709
Description of the centerline of a 60:00 feet wide road, 30.00 feet
each. side of centerline, hereby dedicated to the Public Forever,in
care of the Deschutes County Road Department, located in Section 3
T.15S.,R.12F..W.M. and Sections 27,28,33, and 34 T.14S.,D.12E.W.11.,
-Deschutes.'Countf, Oregol',-more particularly described as follows:
Cor=encing at a 5/8" re-bar monumenting the 1,5?1_I-J-+6 corner of Section-
3 T.15S.,R.12E.W.w., the Initial Point; thence N00°41'59"W along
the [Nest line of Government Lot 3 - 30.00 feet to the true POINT.
OF BEGINNING; thence S89 44'22"F. parallel with the South line of
Government Lot•3 1324.39:feet'to the West line of Government Lot
2; thence S89°44'22"E Darailel with the South line of Government 2 -
30.00 feet; thence N00°38'12"W parallel with and 30.00 feet from
the West line of Government Lot 2 in said Section 3 - 1273.89 feet
to the South line of Section 34 T.14S.,R.•12E.W.M.; thence N00°38'12"W
- 0.36 feet; thence N00°07'29"E parallel with and 30.00 feet East
of the West line of the SE1/4 of said Section 34 - 2641.12 feet to
the North line of said SE114; thence x100007'29"E parallel with the
West line of the NE1/4 of said Section 34 - 0.10 feet to the begin-
ning of acurve; thence 73.43 feet along the arc of a 300.00 ft.
radius curve left forming a deflection angle of 14001'27" and a long
chord bearing N06053'14"W - 73.25 feet to the end of said curve;
thence 1113053'57"1.7 - 50.00 feet to the beginning of a curve; thence
73.43 feet along the arc of a 300.00 ft. radius curve right forming
a deflection angle of 14°01'27" and a long chord bearing.*106°53'14"W -
73.25 feet to the end of said curve on the West line of said NE1/4;
thence NOO 07'29"E along said West line - 2152.19 feet to the begin-
ning of a curve; thence 235.17 feet along the arc of a 300.00 ft.
radius curve left fording a deflection angle of 44°54'51" and a long
chord bearing N22°19'56"W - 229.19 feet to the intersection with
the centerline of a road from the East at Engineer's station 78+54.09
of Dry Canyon L.I.D.; thence 235.17 feet along; the arc of a 300.00 ft.
radius curve left forming a deflection angle of 44°54'51" and a long
chord bearing V67°14'47"W - 229.19 feet to the end of said curve on
North line of the NW1/4 of said Section 34, noting that the Point of
Intersection of the previous curve.is a 3/4" piBe monumenting the
North 1/4 corner of said Section 34; thence N89 42'12"i•7 along the
Page 1,of 2
4
.r Id VflLrAo D 22
POVEY & ASSOCIATES - LAND SURVEYORS
REGISTERED PROFESSIONAL LAND SURVEYORS, OREGON NO. IaU
P.O. BOX 131 OFFICE 354 S.W. 7th • REDMOND, OREGON 97756 • PHONE
OFFICE 548.6778
HOME 548-5270
REGISTERED
PROFESSIONAL of 2709
LAND SURVEYOR
yt•/•19~/ Page 2 of 2
Description - continued
DRY CANYON L.I. D.
Rock,. :IEY Road Dedication
lbo2
the North line of said NWl/4 - 2368.64 feet to a 3/4" pipe monument-
ing the Northwest corner of said Section 34; thence S89°38'05"W
along the North line of the NE1/4 of the NE1/4 of said Section 33 -
970.38 feet to the.beginning of a curve; thence 73.43 feet along
the arc of a 300.00 ft. radius curve right form~ng a deflection
angle of 14°01'27" and a long chord bearing N83 21'11"W - 73.25
feet to the end of said curve; thence N76°20'28"W - 50.00 feet to
the beginning of a curve; thence 73..43 feet along the arc of a
300.00 ft. radius curve left formingg a deflection angle of 14001'27"
and a long. chord bearing N83°21'11"IR - 73.25 feet; thence S89 38 05 W
parallel with and 30,00 feet North from said North line - 130.00
feet; thence S00°08'36"W parallel with and 30.00 feet East from the
West line of said NE1/4tdE1/4 - 1338.64 feet to the South line of
said NE1/4NE1/4 and the termination of this centerline, AND ALSO
the following *'described centerline of a 60.00 feet wide road being
30.00 feet each side of centerline, more particularly described as
follows: commencing at a 3/4" pipe monumenting the North 1/4 corner
of gection 34 T.14S.,R.12E.W.M., the Initial Point; thence
S89 42'12"E along the North line of the NE1/4 of said Section 34 -
93.63 feet to a point on the centerline of the road described as
Parcel #2 of a deed recorded in County Deeds Volume 310 Page 955
and the true POINT OF BEGINNING; thence 177.49 feet along the arc
of a 225.562 ft. radius curve left forming, a deflection angle of
45°05'10" and a long chord bearing S67°45'13"W - 172.95 feet to the
end of said curve; thence S45°12'39"W - 30.00 feet to the above
described centerline at Dry Canyon L.I.D. EnginSer's station 78+54.09
in a curve, the radius point of which bears S45 12'39"W - 300.00
feet, thus ending this centerline.
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