1996-13582-Order No. 96-034 Recorded 4/11/1996REVIEWED
96-13582 RW t-�
LEGAL COUNSEL
BEFORE THE BOARD OF COUNTY COMMISSIONERS OF DESCHUTES COUNTY, OREGON
A Final Order Annexing Territory * 0152--1.616
to Rural Fire Protection District
No. 2 (Broken Top Annexation).
ORDER NO. 96-034
WHEREAS, a final hearing regarding the annexation of territory
into Rural Fire Protection District No. 2 was held on April 10, 1996;
and
WHEREAS, sufficient written requests for an election were not
filed by resident voters within the district; now, therefore,
THE BOARD OF COUNTY COMMISSIONERS OF DESCHUTES COUNTY, OREGON,
ORDERS as follows:
Section 1. That the territory set forth in Exhibit 1, attached
hereto and by this reference incorporated herein, is hereby annexed
into the Rural Fire Protection District No. 2.
Section 2. That the territory described in Exhibit 1 shall be
considered annexed into Rural Fire Protection District No. 2 as of the
date of this Order.
Section 3. The purpose of this District is to provide fire
protection services within said District.
DATED this 10th day of April, 1996.
ATTEST:
Recording Secre ary
BO D OF COUNTY CO
OF ESCHUT COUNTY,
NANCY PO E SC GE
BARRY UGHTER, C
RO ERT L. NIPPER, Cc
1 - ORDER NO. 96-034 (4-10-96)
/r,'1CR�� fD. � r p .�
01 1996
MMI SIONERS
OREGONZLWYU
N, Chair
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0152-1617
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SCALE. 1"=2000' } ; EXHIBIT 1 t
Page t
scale 1"=2000' design
date 11/14/95 dawn JHL
tide SSLP0003 — FIRE—AL2.DWG
=6b ANNEXED AREAS
DESCHUTES COUNTY
DAVID EVANS AND ASSOCIATES, INC RURAL FIRE DISTRICT
709 Nn WAu. STREET SUITE 102 DESCHUTES COUNTY, OREGON
BEND. OREGON 97701 (503)389-7814
015? -1618
PARCEL A
SECTIONS 35 AND 36
All of Sections 35 and 36 south. of Skyliners Road in Township 17 South and
Range 11 East of the Willamette Meridian, Deschutes County, Oregon as shown
on the attached exhibit and fully described as follows:
Beginning at a 2 1/2" brass cap at the southeast corner of said Section 36; thence
North 89°46'53" West -2646.64 feet to a 3" brass cap at the south 1/4 corner of
said Section 36; thence North 893858" West 2643.97 feet to a 3" brass cap at the
southeast corner of said Section 35; thence South 89°53'01" West 2659.77 feet to a
5/8" iron rod at the south 1/4 corner of said Section 35; thence continuing along
the south line of said Section 35 North 89°03'55" West 1230 feet to the centerline
of said Skyliners Road; thence leaving the south line of said Section 35 and
following said centerline in an easterly direction to the east line of said Section
36; thence South along said Section line 2240 feet to the point of beginning.
Contains approximately 170 acres.
DAx/ID EVANS AND Assocvres, INC
A PROFESSIONAL SERVICES CONSCLTINC FIRM
OFFICES i\ OREGON, VASIIINGTON. CALIFORNIA AND ARIZONA
-09 NAN'' WALL STREET SuITE 10'
REND.ORLGON 9701-2-4a
603'339--614 FAX I5031389--623
REG! ST!.^^.
PROFr.-: -c,z,t ;; Vt!
LA,'gD SURVEYOR= - �.r..
0-,f::3
JULY 18. 15.-0
JERRY C. I= Y,. E -LL
1919
January 25, 1995
U\jcp\wprd\chd\nm35-36.jcp
EXHIBIT ,
Pag �—
SOUTHn f° RANGE 12 EAST e
2240' n - _ — rRANGE 11 EAST— — — —
170 ACRES
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0152-1619
SECTIONS 35 & 36
4 .. 1"-1000* d.elee X (60
T.17S. , R.11 E. , W. M.
dole 01 /25/95 *c• D.A.N. DAVID EVAM AND 00CIAMI INC
7nQ NR WAU. ,[TRRIT. 9Urcr: 101 DESCHUTES COUNTY, OREGON
0152-1620
PARCEL B
A parcel in Section 1 and Section 2; the east half of the east half of Section 11;
the west half of the northeast quarter, the northwest quarter, and the westerly 165
feet of the southwest quarter of Section. 12; and a portion of the northwest
quarter of the northwest- quarter of Section 13 in Township 18 South and Range
11 East of the Willamette Meridian, Deschutes County, Oregon as shown on the
attached exhibit and fully described as follows:
Beginning at the northwest corner of said Section- 1; thence South 89.*38'58" East.
2200.06 feet along the north line of said Section 1; thence leaving said north line
South 03°06'41". West 438.31 feet; thence 248.27 feet. along the arc of a. 455.00 foot
radius curve right (the long chord of which bears South 58°58'26" West 245.20
feet); thence South 7436'20" West 128.81 feet; thence 619.24 feet along the arc of
a 551.00 foot radius curve left (the long chord of which bears South 42'24'35"
West 587.16 feet); thence South 76°33'34" West 704.07 feet; thence South
56°10'22" West 1104.96 feet; thence South 14°18'05" West 290.00 feet; thence
997.41 feet along the arc of a 2680.00 foot radius curve right (the long chord of
which bears South 30°15'49" East 991.66 feet); thence 1167.43 feet along the arc
of a 2326.00 foot radius curve left (the long chord of which bears South 33°58'50"
East 1155.21 feet); thence South 48°21'33" East 61.52 feet; thence South 38°17'25"
West 20.03 feet; thence South 48°21'33" East 394.54 feet; thence 1019.41 feet
along the arc of a 1305.00 foot radius curve right (the long chord of which bears
South 2505851" East 993.69 feet); thence South 7041'26" East 1197.32 feet;
thence North 73°53'36" East 848.36 feet; thence North 14'24'17" West 164.90 feet;
thence North 80°34'09" East 324.54 feet; thence North 79°56'20" East 589.34 feet;
thence North 58°58'58" East 662.58 feet; thence North 06°06'26" West 333.46 feet;
thence North 16°4921" West 389.51 feet; thence North 666.43 feet; thence 209.60
feet along the arc of a 340.00 foot radius curve left (the long chord of which bears
South 85°58'48" East 206.30 feet); thence 304.48 feet along the arc of a 1170.00
• foot radius curve left (the long chord of which bears South 26°08'16" East 303.62
feet) to the east line of said Section 1; thence South 00'30'37" West 1762.67 feet
to a brass cap at the southeast corner of said Section 1; thence North 89°52'23"
West 1322.16 feet to a brass cap at the east one sixteenth corner between said .
Sections 1 and 12; thence South 0039'59" West 2650.05 feet to a brass cap at the
center east one sixteenth corner of said Section 12; thence along the north line of
the south half of said Section 12 North 89°48'15" West 3806.54 feet to a 5/8" iron
rod on a line parallel to and 165.00 feet east of the west line of said Section 12
when measured at right angles; thence along said parallel line South 00°4327"
West 2643.85 feet to a 5/8" iron rod on the south line of said Section 12; thence
along said south line South 89°44'18" East 234 feet to the northerly right-of-way of
Century Drive; thence South 71°55' West 423 feet to the west line said Section 13;
thence leaving said northerly right-of-way North 01°28' East 133 feet to a brass
cap at the northwest corner of said Section 13; thence South 8944'17" West
DAVID E\ANS AND ASSUC[AfES, INC. January 26. 1995
A PROFE.SSIONALSER\'ICES CONSULTING FIRM 2\wpt2\chd5cmn.jcp
OFFICES IN OREGON. \WASHINGTON. CALIFORNIA AND ARIZONA
;09\.\\'W ALL STREET. SUITE 10' EXHIBIT -P
REND. OREGON 97701.2 -in.
603s 89--614 FAX 1)0}1 3$9-"627 Pag 4
0 -1621
1326.64 feet to a brass cap at the east one sixteenth corner between said Section
11 and Section 14; thence North 00°40'19" East 2644.70 feet to the center east one
sixteenth corner of said Section 11; thence North 00'40'19" East 2625.66 feet to
the east one sixteenth corner between said Sections 2 and 11; thence South
88'54' 12" West 1330.14 feet to a brass cap at the quarter corner between said
Sections 2 and 11; thence North 89'18'10" West 2644.92 feet to the southwest
corner of said Section 2; thence North 00'40'47" East 2647.33 feet to a brass.cap
at the quarter comer betwben said Section 2 and Section 3; thence North
02'03'56" East •2710.99 feet to a brass cap- at the northwest corner of said Section
2; thence South 89'03'55" East 2580.18 feet to a 5/8" iron rod at the quarter
comer between said Section 2 and Section 35; thence North.89°53'01" East
2659.77 feet to the point of beginning. Contains 1197 acres. . -
DAvtD EvANS AND AssoctArEs,1NC.
A PROFESSIONAL SERVICES CONSULTING FIRM
REGISTE•RE0
P R 0 F l_....._....
.AND Su v EYOR
JULY Is. "Zo
UERRY C. POV ELL
1919
EXHIBIT.
Page S
January 26, 1995
2\wpr2\chd5rmn.jcp
0152-
T. 17 S 34 35 58910.7'55 E 35 N89w,01E 35136 56936''58 E 2643.97' 36 31
T. 18 5 3 2 2580.18' 2 2659.77' 2-1 2200.06'
S j' tiW 41'W 438.31' i 1 6
m 5743620`WI12&61' PARCEL D
v S7633'34'W 704.07 A - 3195'47
W) w
R - 455.00'
l - M.24. LC - 5'5838 26'W
o N Sl41avrw 290.00'
Z LC - S4274 J5'W 245.20'
I 567.16' A -3399'19'
A - 2199'24' R - 340.00'
PARCEL B R - 2680.00' A - 28.45.25' PARCEL C L - 209.60•
3 2 L - 997.41' R - 2326.00' 1 6 LC - 58 M'48'E
LC - S3015'497E L -1167.43' 206.30'
991.66' 1 LC - S33"38'50 E
1155.21' A -1454'38'
I 54871 J3 E 61.52' R -1170.00'
697
'rf 1197 ACRES S3'25'W 20.03' 1 S4671'33E 394.54' -d L -304,48'
o �S N16'49'21'W 389.51' 2 LC - S26ZW16 E
m A - 44'45'25' N 6ti626'W 333.46 303.62'
N R -1305.00' N7956'20'E 589.34' M m
z l -1019.41' i N60 34'09E 324.54' p d'
lC - S2556'51'E 1 r n
993.69' 1 N1464.90' 56y g�
1 164.90' �� y
3 2 2644.92' 26
1330.14' E 1/16 2 1 1 --_- 1
1011 --•0---- --- 1 6
N6998'10'W S885C12'W --- 11112 132216'12 7
I S70 41'26E I in N89"12 23'W i
W 1 1197.32' n
o, tl i 1 r 1
1 g Yi 1 N73'53.36'E i 1
i n 1 64&36'
g N n
2 1 1 P 1
1
1
1 CE 1/16 1/4 110 N89'I6`15'W I 3806.54'/ _6 7
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S8944'18E 234'
59'4417W i
in 132.64111
1/40------ 1/4
14 E 1/6 S71'SW 42S 1 '
N 178'E 133'
I
I EXHIBIT
Page NORTH
1/4 14113 SCALE' 1* -2000'
C:�)(: CASCADE HIGHLIANDS
s�cie 1'=2000' designR SECTIONS i, 2, 11, 12 & 13
DAVID EVANS AND ASSOCIATES (6) 7.18 S. , R. I I E. , W. M.
dale 01 /25/95 d,,,D.A.N. 709 NR WAM STREET. SvrrE 10INC
2 DESCHUTES COUNTY, OREGON
roe 0: \SSLP0003\DWG\FIRE-CHD.DWG BEND. OREGON 977'01 (503)389-7614
�' 0152-1623
PARCELS C AND D
A parcel in Section 1 and the southeast quarter of the northeast quarter of
Section 2 and the northwest quarter of the northeast quarter and the northeast
quarter- of the northwest quarter of Section 12 in Township 18 South and Range
11 East of the Willamette Meridian, Deschutes County, Oregon as shown on the
attached Exhibit A and fully described as follows:
Commencing at the northwest corner of said Section 1; thence South 89038158"
East 2200.06 feet along the north line of said Section 1 to the point of beginning;
thence South 89°3858" East 443.91 feet to a brass cap at the quarter corner
between Section. 36 and said Section 1; thence South 89°46'53" East 2646.64 feet
to a brass cap at the northeast corner of said Section 1; thence South 00°49'56"
West 1324.95 feet to an aluminum cap at the north sixteenth corner between said
Section 1 and Section 6; thence South 00°49'44" West 1325.07 feet to a brass cap
at the quarter corner between said Section 1 and said Section 6; thence South
00°30'37" West 874.95 feet; thence leaving the east line of said Section 1, 304.48
feet along the arc of a 1170.00 foot radius curve right (the long chord of which
bears North 26°08'16" West 303.62 feet); thence 209.60 feet along the arc of a
340.00 foot radius curve right (the long chord of which bears North 85°58'48" West
206.30 feet); thence South 666.43 feet; thence South 16°49'21" East 389.51 feet;
thence South 06°06'26" East 333.46 feet; thence South 58°58'58" West 662.58 feet;
thence South 79°56'20" West 589.34 feet; thence South 80°34'09" West 324.54 feet;.
thence South 14°24'17" East 164.90 feet; thence South 73°53'36" West 848.36 feet;
thence North 70°41'26" West 1197.32 feet;- thence 1019.41 feet along the arc of a
1305.00 foot radius curve left (the long chord of which bears North 25°58'51" West
993.69 feet); thence North 48'21'33" West 394.54 feet; thence North 38°17'25"
East 20.03 feet; thence North 48021'33" West 61.52 feet; thence 1167.43 feet along
the arc of a 2326.00 foot radius curve right (the long chord of which bears North
33058'50" West 1155.21 feet); thence 997.41 feet along the arc of a 2680.00 foot
radius curve left (the long chord of which bears North 30°15'49" West 991.66 feet);
thence North 14'18'05" East 290.00 feet; thence North 56°10'22" East 1104.96 feet;
thence North 76°33'34" East 704.07 feet; thence 619.24 feet along the arc of a .
551.00 foot radius curve right (the long chord of which bears North 42°24'35" East
587.16 feet); thence North 74°36'20" East 128.81 feet; thence 248.27 feet along the
arc of a 455.00 foot radius curve left (the long chord of which bears North
58058'26" East 245.20 feet); thence North 03°06'41" East 438.31 feet to the point
of beginning. Contains 506.51 acres.
DAID EVANIS ANDASSOCIATES. INC
ENGNVEERS. SV- RVEY0S,PLANNERS. UNDSC APEARCHITEGIIS
()MCES L•\ OREGON. ICASHL UMN A D C-AURKNIA
-V) N.W. VAII STREFT. *A'I1F 102
BEND. ORf:(AYN 9-01.2-12
0M) 3M-7011
REGISTERED
PROFESSIONAL
LAND SL(RL°`YOR
0 R C G :'T
JULY 18. 1990
DERRY C. POWELL
1919
EXHIBIT
Page I-
December 4, 111
Zwp(2\chdSbtzjcp
01521624
PARCEL D
35 36 T.17& _ S3QW'36'E 2643_97 36 S6946'S3•E 2646.64
-
36 31
J
2 1 T lSS.. �.� - 44,191 1
01521624
PARCEL D
COMBINED AREA (506.51 ACRES)
scale 1' - 1000' design
date 12/3/91 drawn .p11
EXHIBIT A r1oRTH
Page SCALE r -1000,
)(: 6d)
DAVID EVANS AND ASSOCIATES, INC
EXHIBIT A
DE-qCi(rrES COLUN,, OF EWN
35 36 T.17& _ S3QW'36'E 2643_97 36 S6946'S3•E 2646.64
-
36 31
2 1 T lSS.. �.� - 44,191 1
1 6
N 3'41'E 436.31
�6
,a
w
97476'20 E 12381
N
- 31'13'47'
n
R - 453.00
;
L - 248.27
6 .
LC - 956"S6'26'E
'^
,34.E 243.20
6423 31'
o
N� 70 07 R -551.00
H
L -619.24
LC - 9422433.E
10 qli 367.16
in
a
n
91416103.E 290.00
3
A - 2119'24'
o
o
R - 2660.00
PARCEL C
h
L - 997.41
LC - 930'13'49'W
- 33'19'19"
1 6
991.66
R - 340.00
IV
L 209.60
O - 26'43'23'
LC - 98536'46'W
c .
R2326.00
2�
o
L -1167.43
LC - 93336'30'W
1133.21
46Z133'W 61.32
in
14'5436
93817.23E20.03
R ! 1170.00
I
94671'33 W 394.34
L 304.46
LC-926V6'16'W
I
S16 49.21.E 369.31
30162
S 6106.26E =46
A - 44.45'23'
R =;0309 ii
•��
Wiw
LC - 925Z8'511W
993.69 S8074'09'W 324.34
�6
�' •
t�Icc
may.-'y0'r'1
.34
tl•e__ _til
S14Z4'17E 164.90
COMBINED AREA (506.51 ACRES)
scale 1' - 1000' design
date 12/3/91 drawn .p11
EXHIBIT A r1oRTH
Page SCALE r -1000,
)(: 6d)
DAVID EVANS AND ASSOCIATES, INC
EXHIBIT A
DE-qCi(rrES COLUN,, OF EWN
-, 0152-1625
SEMMF-11
PARCEL E
A parcel in the east 1/2 of the northeast 1/4 of Section 12 of Township 18
South and Range 11 East of the Willamette Meridian, Deschutes County, Oregon
as shown on the attached exhibit and fully described as follows:
Beginning at a 2 1/2" brass cap at the northeast comer of said Section 12; thence
following the east line of said Section 12 South 00*3736" West 2321.62 feet to a
1/2" iron rod at an angle point in the boundary of the plat of WEST RIDGE;
thence leaving said east line South 76°13'33" West 1366.90 feet to.a 3" brass cap at
the center -east 1/16 corner of said Section 12; thence North 00039'59" East
2650.05 feet to a 3" brass cap at the east 1/16 corner on the north line of said
Section 12; thence South 89°52'23" East 1322.16 feet to the point of beginning.
Contains 75.5 acres.
DAVID EVANS AND ASSOCINTES, INC.
A PROFESSIONALSERVICES CONSULTING FIRM
OFFICES IN OREGON, WASHINGFO.N. CALIFORNIA AND ARIZONA
709 `AN: WALL STREET SUITE 101
REND. OREGON 97101-1144
6031139•-614 RX 6031389--623
REGISTERED
PROI+ESF`ONAL
L�tItiD y0
0.n.ryrrr': I
JULY 18. 1980
JERRY C. MUELL
1919
January 25, 1995
L:\jcp\wpf2\chd\sthmI1r jcp
EXHIBIT Q
Page
BROKEN TOP
1/4
1 _ E 1/16 S89'52'23"E 1 6
----------------- -----
1 1322.16' 12 7
stole 1" = 500' design
dote 01 /25/95 drawn D.A.N.
tilt O: \SSLP0003\DWG\FIRE—SM.DWG
PARCEL Eto
N
M M
75.5 ACRES N
1366
-----------------120 7
DAVID EVANS AND ASSOCIATES, INC
709 NW WALL STREET. SMITE 102
BEND. OREGON 97701 (503)389-7614
E- t --
W w
.— N
w w
EXHIBIT 14 03f. z
Pane 0 0� of
SECTION 12
T.18S. , R.11 E. , W. M.
DESCHUTES COUNTY, OREGON