HomeMy WebLinkAboutSurvey 21482STEVENS RANCH, PHASE RS=2
A REPEAT OF A PORTION OF PARCEL 3 PARTITION PLAT 2024-9 LOCATED IN THE
NORTHWEST ONE -QUARTER OF SECTION 11,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
OCTOBER 2024 PLLD20211070
DECLARATION
KNOW ALL PERSONS BY THESE PRESENTS THAT STEVENS RANCH, LLC, AN OREGON LIMITED LIABILITY COMPANY
IS THE OWNER OF THE LAND SHOWN ON THE ANNEXED MAP AND MORE PARTICULARLY DESCRIBED IN THE
ACCOMPANYING SURVEYOR'S CERTIFICATE HAS CAUSED THE SAME TO BE SURVEYED AND PLATTED INTO LOTS,
TRACTS, PUBLIC ROAD RIGHTS -OF -WAY, AND PUBLIC EASEMENTS AS SHOWN ON SAID MAP IN ACCORDANCE WITH
THE PROVISIONS OF THE OREGON REVISED STATUTES CHAPTER 92 AND DO HEREBY GRANT ALL EASEMENTS AS
SHOWN OR NOTED HEREIN:
AND DO HEREBY DEDICATE TO THE PUBLIC FOREVER, FOR ROAD AND UTILITY PURPOSES, THE RIGHTS -OF -WAY OF
SE EUBANKS DRIVE, SE KILIMANJARO LOOP, SE KRAKATOA DRIVE, SE TAMBORA DRIVE, SE COLEMAN PLACE, AND
SE VESUVIUS PLACE;
AND FURTHER DEDICATES TO THE PUBLIC FOREVER, THE PUBLIC UTILITY EASEMENTS (PUE) AS SHOWN AND
NOTED HEREIN, FOR THE INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITY SERVICES AND THEIR
ABOVE GROUND APPURTENANCES;
AND FURTHER DEDICATES TO THE PUBLIC FOREVER A PUBLIC ACCESS EASEMENT (PAE) OVER A PORTION OF
LOTS 148 AND 161 AS SHOWN AND NOTED HEREIN;
AND FURTHER DEDICATES TO THE PUBLIC FOREVER A PUBLIC ACCESS EASEMENT OVER THE ENTIRETY OF
TRACTS G, H, I, J AND K;
AND FURTHER GRANTS TO THE CITY OF BEND A STORM WATER EASEMENT OVER A PORTION OF LOT 162, LOT 191,
LOT 249 AND TRACT I AS SHOWN AND NOTED HEREIN;
AND DO HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "STEVENS RANCH, PHASE RS-2",
HENCEFORTH TO BE SO KNOWN; Z-*) /j
0
GARY G. NIILLfff ,MANAGER, STEVENS RANCH, LLC AN OREGON LIMITED LIABILITY COMPANY
2 LvZ�
ATE
ACKNOWLEDGEMENT
STATE OFCA'L;&_CN;A )
COUNTY OF G05 AWLS SS
ON THIS 4%AY OF �e r" , BEFORE ME, PERSONALLY
APPEARED GARY G. MILLER, MANAGER(,'§TEVENS RANCH, LLC, AN OREGON LIMITED LIABILITY COMPANY
AND ACKNOWLEDGED SAID APTRUMENT TO BE HIS VOLUNTARY ACT AND DEED ON BEHALF OF
STEVENS RANCH, LL
NOTARY PUBLIC �p�
PRINTED NAME: ' /G k(2�67_ 6� T / A-K)o
ASSESSORS CERTIFICATE
I HEREBY CERTIFY THAT ALL AD VALOREM TAXES, SPECIAL ASSESSMENTS, FEES AND OTHER
CHARGES, AS REQUIRED BY ORS 92.095 TO BE PLACED ON THE 2024-2025 TAX ROLLS, WHICH
HAVE BECOME A LIEN OR WILL BECOME A LIEN DURING THIS TAX YEAR, HAVE BEEN PAID TO ME.
DESCHUTES COUNTY ASSESSOR: , �' 2 1-2_o, .
DATE
I HEREBY CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE
DESCHUTES COUNTY TAX COLLECTOR: I I v 4 4 , .?•;I /-
DATE
APPROVALS
THE PLAT OF STEVENS RANCH, PHASE RS-2, HAS BEEN APPROVED BY:
1
DESCHUTES COUNTY COMMISSIONER: a�
DATE
DESCHUTES COUNTY SURVEYOR: ��we-�€ Z -Z 20 ZS
DATE
CITY OF BEND PLANNING DIRECTOR: '21) 2,a25
DATE
CITY OF BEND ENGINEER: ,
DATE
SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF ANY DEDICATION
MADE HEREIN TO THE PUBLIC.
PLAT NOTES
1. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT
PLLD202111070.
2. NO WATER RIGHTS EXIST WITHIN THE BOUNDARIES OF THIS SUBDIVISION.
3. TRACTS G, H, I, J, AND K ARE SUBJECT TO A PUBLIC ACCESS EASEMENT OVER THEIR ENTIRETY
4. THIS PLAT IS SUBJECT TO THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS
RECORDED AS VOLUME 2024, PAGE 15230, DESCHUTES COUNTY OFFICIAL RECORDS.
NOTARY PUBLIC- STATE OF c ��-�o��i SHEET INDEX
COMMISSION NO: e2.3 -7 ((43 SHEET 1: DECLARATION, APPROVALS, ACKNOWLEDGEMENTS, PLAT NOTES, SURVEYOR'S
CERTIFICATE
MY COMMISSION EXPIRES Auqusf �` f J-016
SHEET 2: PLAT BOUNDARY, NARRATIVE, LEGEND AND REFERENCES
SHEET 3: LOTS 148-179 AND LOTS 192-211, TRACT G, TRACT H, TRACT I, PUBLIC ROADWAYS AND
EASEMENTS
SHEET 4: LOTS 180-191, LOTS 212-249, TRACT J, TRACT K, PUBLIC ROADWAYS AND EASEMENTS
CONSENT AFFIDAVIT SHEET 5-6: EASEMENT DETAILS
A SUBDIVISION CONSENT AFFIDAVIT BY D.R. HORTON, INC. PORTLAND, A DELAWARE
CORPORATION, A TRUST DEED BENEFICIARY, HAS BEEN RECORDED AS INSTRUMENT NUMBER SHEET 7: CURVE TABLES
2025- '0Y1/3 ,DESCHUTES COUNTY OFFICIAL RECORDS DES-0flumcouff ff_SURwyG'mm
FILED�OJ2 2bZ13y"o00�� 1(�
OMNI-
Deschutes County Official Records
Steve Dennison, County Clerk 2025-04214
F
01549269202500042140070076
D-PLAT Cnt=1 Pgs=7 Stn=6 02/24/2025 10:02 AIM
$70.20 $11.00 $61.00 $10.00 $6.00 $158.20
SURVEYOR'S CERTIFICATE
I, BRIAN C. COURSEN, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF
OREGON, DO HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH
PROPER MONUMENTS, TO THE NORMAL STANDARD OF CARE OF PROFESSIONAL LAND
SURVEYORS PRACTICING IN THE STATE OF OREGON, THE LANDS SHOWN ON THIS PLAT OF
"STEVENS RANCH, PHASE RS-2", SAID LAND BEING A PORTION OF PARCEL 3, PARTITION PLAT
2024-9 RECORDED APRIL 30, 2024 AS VOLUME 2024, PAGE 10746, DESCHUTES COUNTY OFFICIAL
RECORDS; LOCATED IN THE NORTHWEST ONE -QUARTER (NW1/4) OF SECTION 11, TOWNSHIP 18
SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY,
OREGON, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT, MARKED BY A 5/8 INCH IRON ROD WITH YELLOW PLASTIC CAP
STAMPED "DOWL", WHICH BEARS SOUTH 54°20'52" WEST 1802.03 FEET FROM A FOUND 3-1/4"
ALUMINUM CAP MARKING THE NORTH ONE -QUARTER CORNER OF SAID SECTION 11; THENCE
SOUTH 890 18' 31" EAST, 60.00 FEET; THENCE SOUTH 00° 41' 29" WEST, 25.00 FEET; THENCE
SOUTH 890 18' 31" EAST, 18.37 FEET TO A POINT OF CURVATURE; THENCE ALONG THE ARC OF A
822.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 26° 34' 51 ", AN ARC
LENGTH OF 381.34 FEET (THE CHORD OF WHICH BEARS SOUTH 76° 01' 05" EAST A DISTANCE OF
377.93 FEET) TO A POINT OF COMPOUND CURVATURE; THENCE ALONG THE ARC OF A 1230.00
FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 10° 55' 48", AN ARC
LENGTH OF 234.64 FEET (THE CHORD OF WHICH BEARS SOUTH 57° 15' 46" EAST A DISTANCE OF
234.29 FEET) TO A POINT OF TANGENCY; THENCE SOUTH 51 ° 47' 52" EAST, 140.76 FEET TO A
POINT OF NON -TANGENT CURVATURE; THENCE ALONG THE ARC OF A 310.00 FOOT RADIUS
CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 03° 41' 47", AN ARC LENGTH OF 20.00
FEET (THE CHORD OF WHICH BEARS NORTH 28° 31' 39" EAST A DISTANCE OF 20.00 FEET) TO A
POINT OF NON -TANGENCY; THENCE SOUTH 61 ° 19' 19" EAST, 80.04 FEET TO A POINT OF
NON -TANGENT CURVATURE; THENCE ALONG THE ARC OF A 390.00 FOOT RADIUS CURVE TO THE
RIGHT, THROUGH A CENTRAL ANGLE OF 04° 42' 04", AN ARC LENGTH OF 32.00 FEET (THE CHORD
OF WHICH BEARS SOUTH 290 26' 24" WEST A DISTANCE OF 31.99 FEET) TO A POINT OF
NON -TANGENCY; THENCE SOUTH 530 47' 52" EAST, 0.55 FEET TO A POINT OF CURVATURE;
THENCE ALONG THE ARC OF A 220.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL
ANGLE OF 130 16' 56", AN ARC LENGTH OF 51.00 FEET (THE CHORD OF WHICH BEARS SOUTH 60°
26' 20" EAST A DISTANCE OF 50.89 FEET) TO A POINT OF NON -TANGENCY; THENCE SOUTH 220 55'
12" WEST, 60.00 FEET TO A POINT OF NON -TANGENT CURVATURE; THENCE ALONG THE ARC OF
A 280.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 13° 16' 56", AN
ARC LENGTH OF 64.91 FEET (THE CHORD OF WHICH BEARS NORTH 60° 26' 20" WEST A DISTANCE
OF 64.76 FEET) TO A POINT OF TANGENCY; THENCE NORTH 53° 47' 52" WEST, 0.55 FEET TO A
POINT OF NON -TANGENT CURVATURE; THENCE ALONG THE ARC OF A 390.00 FOOT RADIUS
CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF 06° 57' 49", AN ARC LENGTH OF 47.40
FEET (THE CHORD OF WHICH BEARS SOUTH 44° 05' 45" WEST A DISTANCE OF 47.37 FEET) TO A
POINT OF TANGENCY; THENCE SOUTH 47' 34' 40" WEST, 139.96 FEET TO A POINT OF
CURVATURE; THENCE ALONG THE ARC OF A 460.00 FOOT RADIUS CURVE TO THE LEFT,
THROUGH A CENTRAL ANGLE OF 440 49' 12", AN ARC LENGTH OF 359.84 FEET (THE CHORD OF
WHICH BEARS SOUTH 250 10' 04" WEST A DISTANCE OF 350.73 FEET) TO A POINT ON THE
NORTHERLY BOUNDARY OF STEVENS RANCH, PHASE RS-1; THENCE ALONG SAID NORTHERLY
BOUNDARY THE FOLLOWING FIVE (5) COURSES:
THENCE NORTH 890 18' 31" WEST, 80.04 FEET TO A POINT OF NON -TANGENT CURVATURE;
THENCE ALONG THE ARC OF A 540.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A
CENTRAL ANGLE OF 03° 11' 01", AN ARC LENGTH OF 30.00 FEET (THE CHORD OF WHICH
BEARS SOUTH 000 51' 35" WEST A DISTANCE OF 30.00 FEET) TO A POINT OF NON -TANGENCY;
THENCE NORTH 890 18' 31" WEST, 674.03 FEET;
THENCE NORTH 000 41' 29" EAST, 25.00 FEET;
THENCE NORTH 890 18' 31" WEST, 60.00 FEET;
THENCE LEAVING SAID NORTHERLY BOUNDARY OF STEVENS RANCH, RS-1, NORTH 00° 41' 29"
EAST, 767.38 FEET; THENCE NORTH 19' 10' 27" WEST, 21.87 FEET; THENCE NORTH 89° 18' 31"
WEST, 3.00 FEET; THENCE NORTH 00° 41' 29" EAST, 60.00 FEET; THENCE SOUTH 89° 18' 31" EAST,
318.43 FEET; THENCE NORTH 000 41' 29" EAST, 25.00 FEET TO THE POINT OF BEGINNING;
HEREIN DESCRIBED TRACT OF LAND CONTAINS 18.19 ACRES, MORE OR LESS
EASEMENT RESTRICTIONS
UTILITIES SHALL HAVE THE RIGHT TO INSTALL, MAINTAIN AND OPERATE THEIR EQUIPMENT
AND ALL OTHER RELATED FACILITIES ABOVE AND BELOW GROUND WITHIN THE PUBLIC
UTILITY EASEMENTS (PUE) IDENTIFIED ON THIS PLAT MAP AS MAY BE NECESSARY OR
DESIRABLE IN PROVIDING UTILITY SERVICES WITHIN AND WITHOUT THE LOTS IDENTIFIED
HEREIN, INCLUDING THE RIGHT OF ACCESS TO SUCH FACILITIES AND THE RIGHT TO REQUIRE
REMOVAL OF ANY OBSTRUCTIONS INCLUDING STRUCTURES, TREES AND VEGETATION THAT
MAY BE PLACED WITHIN THE PUE. THE UTILITY MAY REQUIRE THE LOT OWNER TO REMOVE
ALL OBSTRUCTIONS AT THE OWNER'S EXPENSE, OR THE UTILITY MAY REMOVE SUCH
OBSTRUCTIONS AT THE LOT OWNER'S EXPENSE. AT NO TIME MAY ANY PERMANENT
STRUCTURES BE PLACED WITHIN THE PUE OR ANY OTHER OBSTRUCTION WHICH INTERFERES
WITH THE USE OF THE PUE WITHOUT THE PRIOR WRITTEN APPROVAL OF THE UTILITIES WITH
FACILITIES IN THE PUE.
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STEVENS RANCH,
A REPEAT OF A PORTION OF PARCEL 3 PARTITION PLAT 2024-9 LOCATED IN THE
NORTHWEST ONE -QUARTER OF SECTION 11,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
PHASE RS=2
NORTH 114 CORNER SECTION 11--�� 2
FOUND 3 114" ALUMINUM CAP, NO / 11
MARKINGS, AS SHOWN PER OCRR 2049
/
INITIAL POINT
o`s/
OCTOBER 2024 PLLD20211070 5/8" IRON ROD WITH YELLOW
PLAS77C CAP MARKED DOWL /
PARCEL 3
PARTITION PLAT 2024-9
N00041'29"E 25.00' S89°18'31"E S00041'29"W 25.00'
S89-18'31"E 318 43' 60.00' -S89°18'31"E 18.37'
LEGEND
O
SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DOWL",
N89018'31"W 3.00'
N19010'27"W 21.87'-
❑
SET 1 1/8" COPPER DISC IN CONCRETE MARKED "DOWL"
O
SET 5/8" IRON ROD WITH 1 1/2" ALUMINUM CAP MARKED "DOWL"
•
FOUND 5/8" IRON ROD W/ YPC MARKED "DOWL", SET IN
PLAT OF STEVENS RANCH, PHASE RS-1, (R1)
(R1)*
RECORD DATA SAME AS MEASURED PER PLAT OF
STEVEN'S RANCH, PHASE RS-1
L=
CURVE LENGTH
OCRR
OREGON CORNER RESTORATION RECORD
PUE
PUBLIC UTILITY EASEMENT
PAE
PUBLIC ACCESS EASEMENT
PRC
POINT OF REVERSE CURVATURE
TYP.
TYPICAL
DBC
DESTROYED BY CONSTRUCTION, RESET
PARCEL 3
PARTITION PLAT 2024-9
C#
SEE CURVE TABLE FOR CURVE DIMENSIONS
OD
STORM WATER EASEMENT TO CITY OF BEND
REFERENCES
( )R1 STEVENS RANCH, PHASE RS-1 BY BRIAN COURSEN, LS 86998; RECORDED
JUNE 17, 2024, IN VOLUME 2024, PAGE 15229, DESCHUTES COUNTY OFFICIAL
RECORDS; AND FILED JUNE 18, 2024, DESCHUTES COUNTY SURVEY NO. 21332
NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE AND MONUMENT A PORTION OF
PARCEL 3 OF PARTITION PLAT 2024-9.
THE BASIS OF BEARINGS IS N89018'31"W ALONG THE NORTH RIGHT OF WAY OF
SE PELEE DRIVE PER THE PLAT OF STEVENS RANCH, PHASE RS-1 (R1)
THE SOUTHERLY LINES OF THIS SUBDIVISION WERE PREVIOUSLY ESTABLISHED IN
STEVENS RANCH, PHASE RS-1 (R1). RECORD COURSES AND FOUND MONUMENTS
WERE HELD AS SHOWN HEREIN.
THE NORTH, WEST, AND EAST LINES OF THE SUBDIVISION BOUNDARY WERE
PLACED AT THE DIRECTION OF STEVENS RANCH, LLC AND GENERALLY FOLLOW
THE PLANNED FUTURE DEVELOPMENT OF STEVENS RANCH.
CURVE TABLE
CURVE #
RADIUS
CENTRAL
ANGLE1,
ARC
LENGTH
CHORD
Cl
822.00
26 34 51
381.34
S760011 05 E 377.93,
C2
1230.00'
10055'48"
234.64'
S57015'46"E 234.29'
C3
310.00'
3041'47"
20.00'
N28031'39"E 20.00'
C4
390.00'
4042'04"
32.00'
S29026'24"W 31.99'
C5
220.00'
13016'56"
51.00'
S60°26'20"E 50.89'
C6
280.00'
13016'56"
64.91'
N60026'20"W 64.76'
C7
390.00'
6057'49"
47.40'
S44005'45"W 47.37'
C8
460.00'
44049'12"
359.84'
S25010'04"W 350.73'
C9 (R1)*
540.00'
3011'01"
30.00'
1 S0051'35"W 30.00'
w
CD
ci SE TAMBORA DRIVE
0
CD
bo
co
to
0
0
0
z
N89018'31"W 60.00' (R1)*
N00°41'29"E 25.00' (R1)*
/ JZ
y
4P
JQf�
PARCEL 3
PARTITION PLAT
2024-9
q
Leo
�O
��L
F
DETAIL 'A'
NOT TO SCALE
W
a
0
W
N
Y
F
249
248
247
246
245
244
243
Q
242
oG
F
SE KILIMANJARO LOOP
239
238
237
236
235
234
233
232
N
t�
212
213
214
215
276
217
218
~
219
SE VESUVIUS PLACE
c1
PARCEL 3
PARTITION PLAT 2024-9
7189
188
187
786
1231 230 229
228
� 227
220 226
221
241 2
240 y ��Q
r� 791
V Q
2111210120912081207120612051 12041203
TRACT 1
222
1921193119411951196119711981 1199120012011 202
� ZZs Q
Zzs �O�
ssa p
Q4'
179
178
h�l
177
SE KILIMANJARO LOOP 176
175 x
162 163 164 165 166 167 168 0 169 170 171 172 173 174
H
V
148 149 150 151 152 153 154 ~ 155 156 157 158 159 160 161 DBC DBC
DBC
rn
DBC v
N89018'31 "W 674.03' (R1)*
SE PELEE DRIVE BASIS OF BEARINGS N89018'31"W
80.04' (R1)*
STEVENS RANCH, PHASE RS-1
1
T
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5� #, tis�° �p
lJ �Pj
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�i
FBRIANC.COURSE
GISTERED
FESSIONAL
PARCEL 3 SU RVEY01
PARTITION PLAT
2024-9 n
OREGON
DETAIL 'B' 100 0 100 200 ER 11, 20
NOT TO SCALEallsoffimmooff-
SCALE IN FEET 86998
c2
a
SS7°
Ate,
185 ��.A
184
183
PARCEL 3
PARTITION PLAT 2024-9
ss
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SEE DETAIL 'A'
G� HEREON
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DETAIL 'B'
HEREON
DESCHUTES COUNTY SURVEYOR
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SEE SHEET 4
pApi &I P14A-ql= 12-Q=9
212 213 214 215 216 217 218 FRUAC219
A REPLAT OF A PORTION OF PARCEL 3 PARTITION PLAT 2024-9 LOCATED IN THE
220
I NORTHWEST ONE -QUARTER OF SECTION 11,
221
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
S89018'31"E 355.23' _ _ _ _ _ 222 CITY OF BEND, DESCHUTES COUNTY, OREGON
0 345.23' - _ __
SE VESUVI US PLACE 5.00TYP PUE OCTOBER 2024 PLLD20211070
tzM \C�20
DETAIL 'V, 223 Q
I N89° 18'31 "W 325.23' SHEET 6 �` l
50.00' � J 45.00' 45.00' � J 45.00' 45.00' � J 45.00' 45.00' C65 � C64
� C66 r F
TYP PUE TYP PUE TYP PUE TYP PUE 5.23' C63 �FTq/
DETAIL'U' b - DETAIL'U' - SyE 5 G'
i I SHEET 6 SHEET 6 o DETAIL U o _ DETAIL U O ` J FTS i
u; � o SHEET 6 O oo SHEET 6 0 � ti ti OQ s�
W o 211 210 W 209 w 208 W 207
206 205 ° 204 cs2 ss �o O
ui w w w w 0, . v
4,750 S.F. �'4,275 S.F. �' 4,275 S.F. °' 4 275 S.F. °; 4 275 S.F. N 4,275 S.F. N 4,275 S.F. N N4,167 S.F. 203 a, 9°SBps„ o� / 1 80
I I - _
0 3,831 S.F. N
o 0 0 0
0 0 0 0 r7927F724 �� 3o00•
cn Z Z o 0Cl 00 o O o o '27• 1,�,
Z Z Z U) CDo NS90
Z TRACT 1 ..� F . ,
9� .O 179
ti o 50.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 24,973 S.F. 36, �� �� /
N STORM DETAIL'I' �w
o �' a, I N89°18'31"W 320.00' o �� tv S 4 651 S.F.
�' �_ N89 18 31 W 90.00 SHEET 5 V p��� S8°
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N I N N89° 18'31 "W 320.00' S89° 18'31 "E 210.00' J� / 77
Q U 9 11`O /
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CD C)CD 0 50 00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 75.00' / SOO, (� A00
I O O
10.00, / 178
I PUE o a o 0 0 0 0 0 0 - Ak 4 651 S.F. /
oCD
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192 °� rn 0 m rn ui Vcopl:o '� ��C 2 4640 , AO00•
- 193 _ 194 _ 195 196 197 198 w 199 � 200 201 202 �� r�► F9S
�i of N = o / S'62o4 9S0 00,
114,750 S.F. °' 4,275 S.F. �' 4,275 S.F. �' 4 275 S.F. �' 4 275 S.F. ai 4,275 S.F. N 4 275 S.F. N 4,275 S.F. N 4,275 S.F. �' 4,275 S.F. N 7,116 S.F. 64 „ S,c o
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LW o 0 0 0 0 0 o o o U/ 0 Z 9 ' �p,9 ci
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17
I I SHEET 5 C59
50.00' r r r � r � r - / ho � Ss'° 4,651 S.F. �Af
45.00 45.00 45.00 45.00 45.00 45.00' 24.00' 45.00' r -' 45.00' 45.00' r r 72.53' 330� S U
o 'w'
TYP PUE S89°18'31 "E 551.53' PUE
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MDETAIL'F' DETAIL'H' TYP PUE b y
SHEET 5 - - - 0 1831 SHEET 5 SE KI LI MANJARO SHEET 5 DETAIL , M 9 U
S89 I 176 `' Q
E 580.80 _ _ _ _ _ 4,243 S.F. y
TYP PUE 575.80' L00P S
I 5.00' o DETAIL'E' TYP PUE 69° , ,�
M SHEET 5 DETAIL'Es DETAIPLUE' '\ D'?� F86 U
S89°18'31"E 527.02' SHEET 5 SHEET 5 M C58
50.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 24.00' 45.00' 45.00' 45.00' 45.00' /
I �DETAIL'p' --�--Z�--- --- --- --Z� --- ---�---Z_s-- G55 � 175
0 0 0 o C56 /
SHEET 5 0 0 o O o 0 0 0 0 - cr 5,440 S.F.
30.00 30.00 N N N N c*i N o w o 0 3.02' iN
co coco co 00 CD 0
CD 162 a 164 165 166 167 168 0o PAE o 169 a
4,100 S.F. N N 171 _ 172 _ 173 174
0 0 00 I 163 3,690 S.F. 3,690 S.F. 3,690 S.F. 3,690 S.F. 3,690 S.F. 00 c4 3,690 S.F. '� 70 3,690 S.F. �' 3,690 S.F. 3,460 S.F. ����,
�rn 10co-.00' 0 3,690 S.F. ° ° ° °
co 0 C0 00 0 0 0 ,- 0 3,690 S.F. 0 o 5,718 S.F.
0 0 o O
I PUE cn cn U) o o O o 0
W I (D M �
°i S89018'31"E 320.00' rn N89°18'31"W 109.23'
ri •� N89°18'31"W 225.00'
NT 50.00 45.00 45.00 45.00' 45.00' 45.00' 45.00' 0 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 64.23'
I o
N N
Z o o (30
o I Q o 0 00 0 00 0 0 0 0 0 0
O N N N N O O O O O O
O O
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STEVENS RANCH, PHASE RS=2
A REPLAT OF A PORTION OF PARCEL 3 PARTITION PLAT 2024-9 LOCATED IN THE
NORTHWEST ONE -QUARTER OF SECTION 11,
SE TOWNSHIP 18 SOUTH RANGE 12 EAST, WILLAMETTE MERIDIAN,
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A REPEAT OF A PORTION OF PARCEL 3 PARTITION PLAT 2024-9 LOCATED IN THE
NORTHWEST ONE -QUARTER OF SECTION 11,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
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OCTOBER 2024 PLLD20211070
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FILM. 02 L7_0:z's * C2 Ill ; n
REGISTERED sHEETS oF7
PROFESSIONAL
LAN D S U RVEYO ROWL
WWW.DOWL.COM
OREGON
DECEMBER 11, 2012 963 SW Simpson Avenue, #200
BRIAN C. COURSEN Bend, Oregon 97702
86998 9
RENEWS: 12/31 /2025 541-385-4772
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STEVENS RANCH, PHASE RS=2
A REPEAT OF A PORTION OF PARCEL 3 PARTITION PLAT 2024-9 LOCATED IN THE
NORTHWEST ONE -QUARTER OF SECTION 11,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
OCTOBER 2024 PLLD20211070
SE KILIMANJARO LOOP
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MARKED "DOWL"
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CS 2 1482-
STEVENS RANCH, PHASE pq=9
A REPEAT OF A PORTION OF PARCEL 3 PARTITION PLAT 2024-9 LOCATED IN THE
NORTHWEST ONE -QUARTER OF SECTION 11,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
OCTOBER 2024 PLLD20211070
CURVE TABLE
CURVE #
RADIUS
CENTRAL
ANGLE
ARC
LENGTH
CHORD
Cl
822.00'
26034'51"
381.34'
S76001'05"E 377.93'
C2
1230.00'
10055'48"
234.64'
S57015'46"E 234.29'
C3
310.00'
3041'47"
20.00'
N28031'39"E 20.00'
C4
390.00'
4042'04"
32.00'
S29026'24"W 31.99'
C5
220.00'
13016'56"
51.00'
S60026'20"E 50.89'
C6
280.00'
13016'56"
64.91'
N60026'20"W 64.76'
C7
390.00'
6057'49"
47.40'
S44005'45"W 47.37'
C8
460.00'
44049'12"
359.84'
S25010'04"W 350.73'
C9 (R1)*
540.00'
301 Vol"
30.00'
S0051'35"W 30.00'
C10
540.00'
5032'12"
52.18'
N5013'11"E 52.16'
C11
540.00'
9009'16"
86.28'
N12033'55"E 86.19'
C12
540.00'
4046'28"
45.00'
N19031'47"E 44.99'
C13
540.00'
4046'29"
45.00'
N24018'16"E 44.99'
C14
540.00'
1 °03'40"
10.00'
N27013'20"E 10.00'
C15
540.00'
4'46'29"
45.00'
N30'08'24"E 44.99'
C16
540.00'
4046'29"
45.00'
N34054'53"E 44.99'
C17
540.00'
4046'29"
45.00'
N39041'22"E 44.99'
C18
540.00'
4046'29"
45.00'
N44027'51 "E 44.99'
C19
540.00'
0043'35"
6.85'
S47012'53"W 6.85'
C20
540.00'
45007'36"
425.31'
S25000'53"W 414.40'
C21
1170.00'
2028'12"
50.44'
N53001'57"W 50.43'
C22
1170.00'
2012'03"
44.94'
N55022'05"W 44.94'
C23
1170.00'
2003'32"
42.04'
N57029'53"W 42.04'
C24
1170.00'
2003'25"
42.00'
N59033'21 "W 42.00'
C25
1170.00'
2'08'36"
43.77'
N61039'22"W 43.77'
C26
1170.00'
10055'48"
223.19'
S57015'46"E 222.86'
C27
762.00'
0016'00"
3.55'
N62051'40"W 3.55'
C28
762.00'
3036'05"
47.90'
N64047'42"W 47.89'
C29
762.00'
4020'54"
57.83'
N68046" 2"W 57.82'
C30
762.00'
8012'59"
109.28'
S66050'09"E 109.18'
C31
675.00'
3059'22"
47.00'
S68044'34"E 46.99'
C32
675.00'
3033'54"
42.00'
S64057'56"E 41.99'
C33
675.00'
3012'54"
37.88'
S61034'32"E 37.87'
C34
675.00'
10046'10"
126.88'
N65021'10"W 126.69'
C35
20.00'
33055'12"
11.84'
S76055'41"E 11.67'
C36
55.00'
16044'53"
16.08'
S85030'51"E 16.02'
C37
55.00'
48025'14"
46.48'
S52055'47"E 45.11'
C38
55.00'
32011'59"
30.91'
S12037'10"E 30.50'
C39
55.00'
31055'54"
30.65'
S19026'46"W 30.26'
C40
1 55.00'
45034'40"
43.75'
S58°12'03"W 42.61'
CURVE TABLE
CURVE #
RADIUS
CENTRAL
ANGLE
ARC
LENGTH
CHORD
C41
55.00'
174052'40"
167.87'
N6026'57"W 109.89'
C42
20.00'
1024'24"
0.49'
S80017'12"W 0.49'
C43
20.00'
34000"7"
11.87'
S62034'51"W 11.70'
C44
635.00'
3034'53"
39.69'
S43047'17"W 39.68'
C45
635.00'
4046'29"
52.92'
S39036'36"W 52.90'
C46
635.00'
4046'29"
52.92'
S34050'07"W 52.90'
C47
635.00'
4046'29"
52.92'
S30003'39"W 52.90'
C48
635.00'
0054'08"
10.00'
S27013'20"W 10.00'
C49
635.00'
4046'29"
52.92'
S24023'02"W 52.90'
C50
635.00'
1025'11"
15.74'
S21017'12"W 15.74'
C51
635.00'
25000'08"
277.1 V
N33004'40"E 274.90'
C52
20.00'
29005'07"
10.15'
S6002'02"W 10.04'
C53
55.00'
24009'48"
23.20'
S3034'22"W 23.02'
C54
55.00'
34054'57"
33.52'
S33006'45"W 33.00'
C55
55.00'
32'16'39"
30.98'
S66'42'33"W 30.58'
C56
55.00'
35012'23"
33.80'
N79032'56"W 33.27'
C57
55.00'
12603347"
121.50'
N54046'22"E 98.25'
C58
20.00'
27021'47"
9.55'
N75037'38"W 9.46'
C59
695.00'
0039'34"
8.00'
N 18039'32"E 8.00'
C60
695.00'
9030'12"
115.27'
N23044'25"E 115.14'
C61
695.00'
10009'46"
123.27'
N23024'38"E 123.11'
C62
391.00'
13011'22"
90.01'
N66033'46"W 89.81'
C63
391.00'
6045'55"
46.17'
N76032'25"W 46.14'
C64
391.00'
6038'06"
45.28'
N83014'25"W 45.25'
C65
391.00'
2045'03"
18.77'
N87056'00"W 18.77'
C66
391.00'
29020'26"
200.23'
N74038'18"W 198.05'
C67
451.00'
2023'05"
18.77'
S88006'59"E 18.77'
C68
451.00'
6059'12"
54.99'
S83025'51"E 54.96'
C69
451.00'
6021'07"
50.00'
S76045'41 "E 49.97'
C70
451.00'
6021'07"
50.00'
S70024'33"E 49.97'
C71
451.00'
6021'07"
50.00'
S64003'26"E 49.97'
C72
451.00'
0054'47"
7.19'
S60025'29"E 7.19'
C73
451.00'
29020'26"
230.95'
S74038'18"E 228.44'
C74
695.00'
6048'44"
82.63'
N36050'48"E 82.58'
C75
695.00'
6057'45"
84.45'
N43044'02"E 84.40'
C76
695.00'
13046'29"
167.08'
N40019'40"E 166.68'
C77
615.00'
3008"2"
33.67'
N61032'11"W 33.66'
C78
615.00'
4050'14"
51.92'
N65031'24"W 51.91'
C79
615.00'
4050'14"
51.92'
N70021'39"W 51.91'
C80
615.00'
4050'14"
1 51.92'
N75011'53"W 51.91'
CURVE TABLE
CURVE #
RADIUS
CENTRAL
ANGLE
ARC
LENGTH
CHORD
C81
615.00'
4050'14"
51.92'
N80002'08"W 51.91'
C82
615.00'
5006'22"
54.81'
N85000'26"W 54.79'
C83
615.00'
1044'55"
18.77'
N88026'04"W 18.77'
C84
615.00'
29020'25"
314.93'
N74038'18"W 311.51'
C85
675.00'
1035'35"
18.77'
S88030'44"E 18.77'
C86
675.00'
3049'10"
45.00'
S85048'21"E 44.99'
C87
675.00'
3049'11"
45.00'
S81059'11"E 44.99'
C88
675.00'
4014'39"
50.00'
S77057'16"E 49.99'
C89
675.00'
1302835"
158.77'
N82034'14"W 158.40'
C90
762.00'
4036'25"
61.27'
N77045'37"W 61.25'
C91
762.00'
3051'37"
51.34'
N81059'38"W 51.33'
C92
762.00'
4003'31"
53.98'
N85057'11 "W 53.97'
C93
762.00'
1019'34"
17.64'
N88038'44"W 17.64'
C94
762.00'
13051'07"
184.23'
S82022'57"E 183.77'
C95
533.00'
7'21'13"
68.41'
N83036'51 "W 68.36'
C96
533.00'
6021'07"
59.09'
S76045'41 "E 59.06'
C97
533.00'
6021'07"
59.09'
S70024'33"E 59.06'
C98
533.00'
6021'07"
59.09'
S64003'26"E 59.06'
C99
533.00'
0054'47"
8.49'
S60025'29"E 8.49'
C100
533.00'
3008'12"
29.18'
S61032'11"E 29.18'
C101
533.00'
4050'14"
45.00'
S65031'24"E 44.99'
C102
533.00'
4050'14"
45.00'
S70021'39"E 44.99'
C103
533.00'
4050'14"
45.00'
S75011'53"E 44.99'
C104
533.00'
4050'14"
45.00'
S80002'08"E 44.99'
C105
533.00'
4050'13"
45.00'
S84052'21"E 44.98'
C106
500.00'
44059'08"
392.57'
S25'05'06"W 382.57'
C107
350.00'
11022'32"
69.49'
N41053'24"E 69.37'
C108
1200.00'
10055'48"
228.92'
S57015'46"E 228.57'
C109
792.00'
10028'33"
144.81'
N67057'57"W 144.61'
C110
792.00'
16006'17"
222.62'
N81015'22"W 221.88'
C111
792.00'
26034'50"
367.43'
S76001'05"E 364.14'
C112
645.00'
16001'26"
180.39'
N81017'49"W 179.80'
C113
645.00'
13019'01"
149.91'
N66037'35"W 149.58'
C114
645.00'
29020'27"
330.30'
N74038'18"W 326.70'
C115
31.00'
107004'19"
57.93'
N6025'56"W 49.86'
C116
665.00'
16005'46"
186.82'
S39003'20"W 186.20'
C117
665.00'
12037'05"
146.45'
S24041'55"W 146.15'
C118
665.00'
28042'51"
333.27'
S32044'47"W 329.79'
C119
31.00'
72018'07"
39.12'
N54032'25"E 36.57'
C120
421.00'
1 29'20'26"
j 215.59'
j N74'38'18"W 213.24'
0DESCHUM COUNTY SURVEYORI
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