37-775-Resolution No. 81-038 Recorded 4/29/1981•.t
VOL 37?w 775
BEFORE THE BOARD OF COUNTY COMMISSIONERS OF DESCHUTES COUNTY, OREGON
A Resolution Initiating Proceedings )
to Improve Certain Dedicated Public )
Roads Within an Area Within Deschutes )
County, Oregon; Describing the Roads ) ' L
to be Improved; Designating Where j APR the Improvements Shall be Made; 29 1987
Defining the Nature of the Improve- )
ments; and Referring this Resolution ) to
gation ofuthe Proposed Improvements. ) D`E'SCHUTES CoNTY SON
LERK
RESOLUTION NO. 81-038
WHEREAS, residents within an area of Deschutes County,
Oregon, have requested that the Board of County Commissioners improve
certain roads within that area; and
WHEREAS, it appears that such roads should be improved,
provided the investigation and formation of any local improvement
district entails no County expense not to be reimbursed; now, there-
fore,
BE IT RESOLVED BY THE BOARD OF COUNTY COMMISSIONERS OF
DESCHUTES COUNTY, OREGON, as follows:
Section 1. That proceedings be initiated to improve
dedicated public roads within the area described in Exhibit A,
attached hereto and by this reference incorporated herein.
Section 2. That the dedicated roads to be improved within
the district escribed in Section 1 of this Resolution are described
in Exhibit B, attached hereto and by this reference incorporated
herein.
Section 3. The improvements to be made to the roadways
within the istrict include all or part of, but are not limited to,
the following:
1. Subgrade preparation.
2. Grading of existing base, if any.
3. Placement of a leveling course on the prepared
subgrade or graded surface.
4. Compaction of subgrade and existing surface,
and application of leveling course as necessary.
5. Placement of asphalt penetration macadam over
the prepared base.
RESOLUTION NO. 81-038, PAGE 1
voL 37PAGE 776
6. Installation of street safety signs and
barrier rails as required.
7. Engineering, surveying, legal, interim financing,
administration and planning, and construction
of the proposed improvements, and any related costs.
Section 4. All roads to be improved as a result of this
Resolution sEaf3--Fe improved to County Road Standards, where feasible.
Section 5. This Resolution is hereby referred to the
County Engineer or investigation of the proposed improvements in
accordance with ORS 371.625. The County Engineer may engage the
services of any qualified engineer for all or part of the investigation
required under ORS 371.625. l
DATED this '� day of W,'/ 1981.
BOARD OF COUNTY COMMISSIONERS
OF DESCHUTES COUNTY, OREGON
G
, JR.'pGh.airman
, uommissi.oner
ATTEST:
SUSAN STONEMAN
Recording Secretary
RESOLUTION NO. 81-038, PAGE 2
POVEY S ASSOCIATES — LAND SURVEYORS
REGISTERED PROFESSIONAL LAND SURVEYORS. OREGON NO.1832
P.O. BOX 131 • OFFICE 354 S.W. 7th • REDMOND, OREGON 97758 • PHONE
OFFICE 548-8778
EXHIBIT A HOME 548-5270
or 2709
L.Z.D. - ODIN FALLS RANCH
Description of the exterior boundary of a Local Improvement District
to build a trunk road system in a portion of Townships 14 and 15
South,, Range 12 Fast of the Willamette Meridian, Deschutes
County, Oregon, more particularly described as follows:
Commencing at the NE corner of Section 34 T .14S. , R. 12E. W. M. , the true
POINT OF BEGINNING; thence South alon the Fast line of the NEI/4
of Section 34 to the SE corner thereo ; thence West along the North
line of the EI/2SE1/4 of Section 34 to the "dW corner thereof; thence
South along the West line of said E1/2SE1/4 to the SW corner thereof;
thence South along the East line of Gov. Lot 2 in Section 3 T. 15S
R.12E 34.M. to the SE corner thereof; thence West along the South
lines of Gov. Lots 2,3, and 4 of said Section 3 to the SW corner of
said Gov. Lot 4; thence North along, the West line of said Section 3
to the N14 corner thereof; thence East along the ?forth line of Section "3
to the SW corner of the SF1/4SW1/4 of said Section 34; thence North
along the West line of said SEI/4SW1/4 to the NW corner thereof;
thence East along the North line of said SEI/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 SE1/4NE1/4 of -Section 33 T .14S. , R. 12E.W.M. to the NIE
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
SEl/4NE1/4 to the SW corner -thereof; thence West along the South
line of the NE1/4 of Section 33 to the SW 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 EI/2SW1/4
and along the West line of SEl/4NW1/4 of Section 33 to the NW corner
of said SEI/4NWI/4; thence East along the North line of said SF.I/4NW1/4
and along the South line of the NW1/41IE1/4 of Section 33 to the SE
corner of said NW1/4NE1/4; thence North along the East line of said-
NW1/4NE1/4 to the NE corner thereof; thence West along the South
line of the SW1/4SE1/4 of Section 28 T.14S.,R 12E.W _M. to the SW
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
NEI/4SW1/4 of Section 28 to the SW corner thereof; thence :forth
along the West line of said NEI/4SW1/4 to the h'W. corner thereof;
thence West along the South line of the NW1/4 of Section 28 to the
SW corner thereof; thence North along the West line of said NW1/4 .
to the NW corner thereof; thence Northeast to a point which as 1000
feet South of the North -line and 10 feet West of the Fast line of
Section 21 T.14S.,R.12E.W,M.; thence North Darallel with said East
REGISTERED
PROFESSIONAL. ,
LAND SURVEYOR
^A1LY !S, 1518
r VOL 314GE 718
POVEY & ASSOCIATES — LAND SURVEYOR'.
REGISTERED PROFESSIONAL LAND SURVEYORS. OREGON NO. 1652
P.O. BOX 131 • OFFICE 354 S.W. 7th * REDMOND, OREGON 97750 • PHONE
OFFICE 5488778
HOME 548.5270
or 2709
L.I.D. - ODIN FALLS RANCH Page 2
line to the North. line. of said Section 21; . thmce Fast along; said Nofth. line
to- the NE corner -of- said Section 21;- .thence South. alc ng said Last - line and
along the West line of the NWl/4 of Section 27 T.14S.,R.12E.W.M.'
to the SW corner of said NWl/4; thence East along the South line of
said NW1/4 to the SW corner of the SE1/4 of said NW1/4; thence
"forth along the West line of said SF.1/4NW1/4 to the I'M corner there-
of; thence East along the North line of said SEl/4NW114 to the NE
corner thereof; thence South along the East line of said SE1/4NW1/4
- 660.00 feet; thence Southeast to a point on the North line of the
N141/4SE1/4 of Section 27, said point being 660.00 feet West of the
NE corner of said N141/4SE1/4; ,thence Fast along said north Line to
the NW corner of the El/2E1/2'of•-said NWl/4SE1/4; thence South along
the West line of said F,l/2E1/2NW1/4SEl/4 to the SW corner thereof;
thence Fast along the South line of the NI/2SEl/4 of Section 27 to
the East line of Section 27; thence South -along said East line to
the POINT OF BEGINNING.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JULY 14 1978
ROBERT R. POVEY
1652
TOGETHER WITH, the SWh of the NEa of Section 3, Township 15
South, Range 12 East of the Willamette Meridian, Deschutes County,
Oregon.
40
VOL
POVEY & ASSOCIATES -- LAND SURVEYORS
REGISTERED PROFESSIONAL LAND SURVEYORS, OREGON NO.1GW
P.O. BOX 131 • OFFICE 354 S.W. 7th • REDMOND, OREGON 97756 •
REGISTERED . ,
PROFESSIONAL,
LAND _SURVEYOR
ROBEC R. YOYEY
- - • 1652. • . , ....... _
EXHIBIT B
Description
DFY CANYON L.I.D.
Road Dedication
37PAGE 7'79
PHONE
OFFICE 548-6778
HOME 548.5270
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.,R.12E.W.11.,
•
Deschutes.'Coiinty,- Oregort', more t?atticularly described as follows:
Commencing at a 5/8" re -bar monumenting the ?V1716 corner of Section -
3 T.15S.,R.12E.W.M., the Initial Point; thence N00041'59"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 S89044'22"E Parallel with the South line of Government 2 -
30.00 feet; thence N00038'12"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 Se8tion 34 T.14S.,R..12E.TVM..; thence N00038'12"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 SEI/4; thence N00007'29"E parallel with the
West line of the NE1/4 of said Section 34 - 0.10 feet to the begin-
ning of a curve; thence 73.43 feet along the arc og a 300.00 ft.
radius curve left forming a deflection angle of 14 01'27" and a long
chord bearing N-060 53'14"W - 73.25 feet to the end of said curve;
thence N13053'57"W - 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 14001'27" and a long chord bearing.1106°53'14"W -
73.25 feet to the end of said curve on the West line of. said NE1/4;
thence N00 °07'29"E along said West line - 2152.19 feet to the begin-
ning of a curve; thence 235.17 feet along the arc 8f a 300.00 ft.
radius curve left forming a deflection angle of 44 54'51" and a long
chord bearing N220 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 N67014'47"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" pi$e monumentin£ the
North 1/4 corner of said Section 34; thence 1189 42'12"W along the
Page 1 ,of 2
VOL 37PAGE 780
• POVEY & ASSOCIATES — LAND SURVEYORS
REGISTERED PROFESSIONAL LAND SURVEYORS, OREGON NO. 1652
P.O. BOX 131 • OFFICE 354 S.W. 7th • REDMOND, OREGON 97756 • PHONE
OFFICE 548.6778
REGI5TERED
HOME 548-5270
PROFESSIONAL or2709
LAND SURVEYUR
%P• 0-NAX/ Page 2 of 2
Description - continued
JL., DRY CANYON L.I.D.
RUL;. ,, . ,./rY Road Dedication
1bu2
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 S8903810511W
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 14001'27" and a long chord bearing N83 21'11"W - 73.25
feet to the end of said curve; thence N76020'28"tJ - 50.00 feet to
the beginning of a curve; 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 N83°21'11"14 - 73.25 feet; thence S89038'05"W
parallel with and 30.00 feet North from said North line - 130.00
feet; thence S00008'36"W parallel with and 30.00 feet East from the
West line of said NK AUE1/4 - 1338.64 feet to the South line of
said ATE ANE1/4 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 Section 34 T.14S•,R.12E.W.M., the Initial Point; thence
S89042'12"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 S67045'13"W - 172.95 feet to the
.end of said curve; thence S45012'39"W - 30.00 feet to the above
described centerline at Dry Canyon L.I.D. Engin8er'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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