HomeMy WebLinkAboutSurvey 21332STEVENS RANCH, PHASE RS=l
A REPEAT OF A PORTION OF PARCEL 3 PARTITION PLAT 2024-9 LOCATED IN THE
DESCHUM COUNTY SURVEYO-A SOUTH ONE-HALF OF THE NORTHWEST ONE -QUARTER (S1/2 NW1/4) AND
O6 Lzazy_BY• l.Ii S THE NORTH ONE-HALF OF THE SOUTHWEST ONE -QUARTER OF (N1/2 SW1/4) OF SECTION 11,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MARCH 2O24 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, PRIVATE ALLEY, PUBLIC EASEMENTS AND PRIVATE 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 ETNA PLACE, SE FUJI DRIVE, SE STROMBOLI LANE, SE STROMBOLI COURT, SE PELEE DRIVE, SE KRAKATOA
DRIVE, SE KRAKATOA COURT, SE EUBANKS DRIVE, AND SE WILDERNESS WAY;
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 28, 116, 129, 140-141 AND TRACT C AS SHOWN AND NOTED HEREIN;
AND FURTHER DEDICATES TO THE PUBLIC FOREVER A PUBLIC ACCESS EASEMENT OVER THE ENTIRETY OF
LOT 13, TRACT A, B, D, E AND L;
AND FURTHER GRANTS A PRIVATE STORM WATER EASEMENT OVER A PORTION OF LOT 13 FOR THE BENEFIT OF
TRACT A;
AND FURTHER GRANTS A PRIVATE STORM WATER EASEMENT OVER THE ENTIRETY OF TRACT A AS SHOWN AND
NOTED HEREIN;
AND FURTHER GRANTS TO AVION WATER COMPANY A WATER EASEMENT OVER A PORTION OF LOTS 98-99 AND
TRACT E AS SHOWN AND NOTED HEREIN;
AND FURTHER GRANTS TO THE CITY OF BEND A STORM WATER EASEMENT OVER A PORTION OF LOT 129 AS
SHOWN AND NOTED HEREIN;
AND FURTHER GRANTS TO THE CITY OF BEND A SANITARY SEWER EASEMENT OVER A PORTION OF LOTS 140-141
AS SHOWN AND NOTED HEREIN;
AND DO HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "STEVENS RANCH, PHASE RS-1",
HENCEFORTH TO BE SO KNOWN;
G. MXUk, MANAGER,tTffVE`NS RANCH, LLC
ACKNOWLEDGEMENT
STATE OF Di'l�4lan )
SS
COUNTY OF esc/?&fe-s )
12=0 Z
A E
ON THIS /Z DAY OF JU-ne, , 202q , BEFORE ME, PERSONALLY
APPEARED GARY G. MILLER, MANAGER, STEVENS RANCH, LLC AND ACKNOWLEDGED SAID INSTRUMENT
TO BE HIS VOLUNTARY ACT AND DEED ON BEHALF OF STEVENS RANCH, LLC.
M/A
NOTARY PUBLIC
PRINTED NAME: 13 a t bark loss
NOTARY PUBLIC - STATE OF Oregon.
COMMISSION NO: /02�933
MY COMMISSION EXPIRES l WarrA 24. 20210
CONSENT AFFIDAVIT
A SUBDIVISION CONSENT AFFIDAVIT BY D.R. HORTON, INC. PORTLAND, A DELAWARE
CORPORATION, A TRUST DEED BENEFICIARY, HAS BEEN RECORDED AS INSTRUMENT NUMBER
2024- I f& 2Z 0 —,DESCHUTES COUNTY OFFICIAL RECORDS
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 2023-2024 TAX ROLLS, WHICH
HAVE BECOME A LIEN OR WILL BECOME A LIEN DURING THIS TAX YE R, HAVE BEEN PAID TO ME.
DESCHUTES COUNTY ASSESSOR:12,Lf
DATE
I HEREBY CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE
DESCHUTES COUNTY TAX COLLECTOR: oWwTivifIt ,v(/ ?7 Z 7
DATE
APPROVALS
THE PLAT OF STEVENS RANCH, PHASE RS-1, HAS BEEN APPROVED BY:
J,
DESCHUTES COUNTY COMMISSIONER:�p W - ,
DATE
DESCHUTES COUNTY SURVEYOR: .- E �Ji'� o 6 // y ho Z 1-1
I DATE
CITY OF BEND PLANNING DIRECTOR:
` DATE
CITY OF BEND ENGINEER: I �� ,-�lhL J3t 2
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
PLLD20211070.
2. NO WATER RIGHTS EXIST WITHIN THE BOUNDARIES OF THIS SUBDIVISION.
3. TRACT A IS A PRIVATE ALLEY FOR THE BENEFIT OF LOTS 1 THRU 19 TO BE MAINTAINED BY THE
STEVENS RANCH RESIDENTIAL MASTER OWNERS ASSOCIATION. TRACT A IS SUBJECT TO A
PRIVATE STORM WATER DRAINAGE EASEMENT AND PUBLIC ACCESS EASEMENT OVER ITS ENTIRETY
4. TRACTS B, C, D, E, F, L AND LOT 13 ARE PRIVATE OPEN SPACE TRACTS
5. LOT 13 IS FOR OPEN SPACE PURPOSES, SUBJECT TO A PUBLIC ACCESS EASEMENT, PRIVATE STORM
WATER EASEMENT AND A PUE
6. TRACTS B, D, E, L AND LOT 13 ARE SUBJECT TO A PUBLIC ACCESS EASEMENT OVER THEIR ENTIRETY
SHEET INDEX
SHEET 1: DECLARATION, APPROVALS, ACKNOWLEDGEMENTS, PLAT NOTES, SURVEYOR'S
CERTIFICATE
SHEET 2: PLAT BOUNDARY, NARRATIVE, CENTERLINE OF SE PELEE DRIVE, SE WILDERNESS WAY
SE KRAKATOA DRIVE, LEGEND, NARRATIVE AND REFERENCES
Deschutes County Official Records
Steve Dennison, County Clerk 2024-15229
01522623202400152290090094
D-PLAT Cnt=1 Pgs=9 Stn=2 06/17/2024 10:37 AM
$74.70 $11.00 $61.00 $10.00 $6.00 $162.70
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-1", 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 SOUTH ONE-HALF OF THE NORTHWEST ONE -QUARTER (S1/2 NW1/4)
AND THE NORTH ONE-HALF OF THE SOUTHWEST ONE -QUARTER (N1/2 SW1/4) 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 NORTH 42°18'15" EAST, 922.04 FEET FROM A FOUND 2" BRASS
CAP MARKING THE WEST ONE -QUARTER CORNER OF SAID SECTION 11; THENCE
SOUTH 890 18' 31" EAST, 268.00 FEET; THENCE NORTH 00' 41' 29" EAST, 25.00 FEET; THENCE
SOUTH 890 18' 31" EAST, 60.00 FEET; THENCE SOUTH 00° 41' 29" WEST, 25.00 FEET; THENCE
SOUTH 890 18' 31" EAST, 674.03 FEET TO A POINT OF NON -TANGENT CURVATURE; THENCE
ALONG THE ARC OF A 540.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE
OF 030 11' 01", AN ARC LENGTH OF 30.00 FEET (THE CHORD OF WHICH BEARS NORTH 00° 51' 35"
EAST, 30.00 FEET) TO A POINT OF NON -TANGENCY; THENCE SOUTH 89' 18' 31" EAST, 80.04 FEET
TO A POINT OF NON -TANGENT CURVATURE; THENCE ALONG THE ARC OF A 460.00 FOOT RADIUS
CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF 030 44' 15", AN ARC LENGTH OF 30.01
FEET (THE CHORD OF WHICH BEARS SOUTH 00° 53' 21" WEST, 30.00 FEET) TO A POINT OF
NON -TANGENCY; THENCE SOUTH 89' 18' 31" EAST, 52.37 FEET; THENCE SOUTH 00° 41' 29" WEST,
60.00 FEET; THENCE NORTH 89' 18' 31" WEST, 46.67 FEET TO A POINT OF NON -TANGENT
CURVATURE; THENCE ALONG THE ARC OF A 460.00 FOOT RADIUS CURVE TO THE LEFT,
THROUGH A CENTRAL ANGLE OF 330 19' 22", AN ARC LENGTH OF 267.53 FEET (THE CHORD OF
WHICH BEARS SOUTH 25° 09' 13" EAST, 263.78 FEET) TO A POINT OF TANGENCY;
THENCE SOUTH 410 48' 54" EAST, 335.53 FEET; THENCE NORTH 48' 11' 06" EAST, 26.00 FEET;
THENCE SOUTH 410 48' 54" EAST, 80.00 FEET; THENCE SOUTH 48' 11' 06" WEST, 26.00 FEET;
THENCE SOUTH 410 48' 54" EAST, 25.00 FEET; THENCE SOUTH 48' 11' 06" WEST, 80.00 FEET;
THENCE NORTH 410 48' 54" WEST, 25.00 FEET; THENCE SOUTH 480 11' 06" WEST, 561.56 FEET;
THENCE SOUTH 410 48' 54" EAST, 26.00 FEET; THENCE SOUTH 480 14' 29" WEST, 60.00 FEET;
THENCE NORTH 410 48' 54" WEST, 26.00 FEET TO A POINT OF NON -TANGENT CURVATURE;
THENCE ALONG THE ARC OF A 640.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A
CENTRAL ANGLE OF 330 07' 26", AN ARC LENGTH OF 370.00 FEET (THE CHORD OF WHICH BEARS
SOUTH 650 32' 29" WEST, 364.87 FEET) TO A POINT OF NON -TANGENCY;
THENCE SOUTH 000 41' 29" WEST, 25.27 FEET; THENCE SOUTH 850 01' 36" WEST, 60.29 FEET;
THENCE NORTH 000 41' 29" EAST, 25.04 FEET TO A POINT OF NON -TANGENT CURVATURE;
THENCE ALONG THE ARC OF A 640.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A
CENTRAL ANGLE OF 030 11' 10", AN ARC LENGTH OF 35.59 FEET (THE CHORD OF WHICH BEARS
SOUTH 890 05' 54" WEST, 35.58 FEET) TO A POINT OF TANGENCY;
THENCE NORTH 890 18' 31" WEST, 212.43 FEET; THENCE SOUTH 00° 41' 29" WEST, 25.00 FEET;
THENCE NORTH 890 18' 31" WEST, 60.00 FEET; THENCE NORTH 000 41' 29" EAST, 25.00 FEET;
THENCE NORTH 890 18' 31" WEST, 268.00 FEET; THENCE NORTH 00° 41' 29" EAST, 80.00 FEET;
THENCE SOUTH 890 18' 31" EAST, 268.00 FEET; THENCE NORTH 00° 41' 29" EAST, 1099.95 FEET;
THENCE NORTH 890 18' 31" WEST, 268.00 FEET; THENCE NORTH 00' 41' 29" EAST, 60.00 FEET TO
THE POINT OF BEGINNING;
HEREIN DESCRIBED TRACT OF LAND CONTAINS 27.12 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.
SHEET 3:
LOTS 1-23, TRACT A, TRACT L, PUBLIC ROADWAYS AND EASEMENTS, REFERENCE
MONUMENT DETAIL
SHEET 4:
LOTS 24-28, LOTS 62-65, LOTS 137-147, TRACT C, PUBLIC ROADWAYS AND EASEMENTS
REGISTERED
SHEET 1 OF 9
SHEET 5:
LOTS 29-61, LOTS 70-81, TRACT B, TRACT D, PUBLIC ROADWAYS AND EASEMENTS
PROFESSIONAL
LAND SURVEYOR
W L
SHEET 6:
LOTS 66-69, LOTS 89-98, LOTS 112-115, LOTS 130-136, TRACT F, PUBLIC ROADWAYS
T)
AND EASEMENTS
WWW.DOWL.COM
OREGON
SHEET 7:
LOTS 82-88, LOTS 99-111, LOTS 116- 129, TRACT E, PUBLIC ROADWAYS AND EASEMENTS
DECEMBER 11, 2012
963 SW Simpson Avenue, ##200
BRIAN C. COURSEN
SHEET 8-9:
EASEMENT DETAILS
86998
Bend, Ore on 97702
9
RENEWS: 12/31 /2025
541-385-4772
CS 2 133 2 -
PARCEL 3
PARTITION PLAT 2024-9
NARRATIVE
INITIAL POINT
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE AND MONUMENT A
FOUND 518" IRON ROD WITH
PORTION OF PARCEL 3 OF PARTITION PLAT 2024-9 (R1).
YELLOW PLAS71C CAP MARKED
"DOWL_ PER (R1); HELD
THE BASIS OF BEARINGS IS N00041'29"E ALONG THE EAST RIGHT OF
WAY OF SE SANTORINI STREET PER PARTITION PLAT NO. 2024-9
THE WESTERLY LINES OF THIS SUBDIVISION WERE PREVIOUSLY
ESTABLISHED IN PARTITION PLAT NO. 2024-9 (R1). RECORD COURSES
AND FOUND MONUMENTS WERE HELD AS SHOWN HEREIN.
C) /
THE NORTH, SOUTH AND EAST LINES OF THE SUBDIVISION BOUNDARY
/
WERE PLACED AT THE DIRECTION OF STEVENS RANCH, LLC AND
60.00'
GENERALLY FOLLOW THE PLANNED FUTURE DEVELOPMENT OF
PARCEL 3 / /
(R1)"
STEVENS RANCH.
PARTITION PLAT /
2024-9
/
/
/
W114 CORNER SEC77ON 11
/
/
FOUND 2" BRASS CAP IN
MONUMENT WELL,
ILLEGIBLE MARKINGS 10111
REFERENCES
( )R1 PARTITION PLAT NO. 2024-9, BY BRIAN COURSEN, LS 86998;
RECORDED APRIL 30, 2024, IN VOLUME 2024, PAGE 10746,
o
DESCHUTES COUNTY OFFICIAL RECORDS; AND FILED MAY 1, 2024,
N N
DESCHUTES COUNTY SURVEY NO. 21304
J
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LEGEND
Q
0
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L=
SWE
PUE
PAE
PRC
TYP.
C#
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0
0,
m
SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DOWL",
SET 5/8" IRON ROD WITH ORANGE PLASTIC CAP MARKED
"DOWL REFERENCE MON", ON A 10.00' PROLONGATION OF THE
COMMON LOT LINE; SEE REFERENCE MON DETAIL SHEET 3
SET 1 1/8" COPPER DISC IN CONCRETE MARKED "DOWL"
SET 1 1/8" COPPER DISC IN CONCRETE MARKED "DOWL REFERENCE MON",
ON A 10.00' PROLONGATION OF THE COMMON LOT LINE
SET 5/8" IRON ROD WITH 1 1/2" ALUMINUM CAP MARKED "DOWL"
FOUND 5/8" IRON ROD W/ YPC MARKED "DOWL", SET IN
PARTITION PLAT NO. 2024-9, (R1)
PER PARTITION PLAT NO. 2024-9, BY BRIAN COURSEN, LS 86998;
RECORDED APRIL 30, 2024, IN VOLUME 2024, PAGE 10746, DESCHUTES
COUNTY OFFICIAL RECORDS; AND FILED MAY 1, 2024, DESCHUTES
COUNTY SURVEY NO. 21304. RECORD DATA SAME AS MEASURED
CURVE LENGTH
PRIVATE STORM WATER EASEMENT
PUBLIC UTILITY EASEMENT
PUBLIC ACCESS EASEMENT
POINT OF REVERSE CURVATURE
TYPICAL
SEE CURVE TABLE FOR CURVE DIMENSIONS
FILL HAS BEEN PLACED ON A PORTION OF THIS LOT
STORM WATER EASEMENT TO CITY OF BEND
SANITARY SEWER EASEMENT TO CITY OF BEND
AVION WATER EASEMENT
CURVE TABLE
CURVE #
RADIUS
ARC
LENGTH
CENTRAL
ANGLE
CHORD
C1
540.00'
30.00'
3011'01"
N0051'35"E 30.00'
C2
460.00'
30.01'
3044'15"
SO°53'21 "W 30.00'
C3
460.00'
267.53'
33019'22"
S25009'13"E 263.78'
C4
640.00'
370.00'
33007'26"
S65032'29"W 364.87'
C5
640.00'
35.59'
3-11'10"
S89°05'54"W 35.58'
0
N
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(R1)*
60.00'
HELD
STEVENS RAN H, PHASE RS=l
A REPLAT OF A PORTION OF PARCEL 3 PARTITION PLAT 2024-9 LOCATED IN THE
SOUTH ONE-HALF OF THE NORTHWEST ONE -QUARTER (S1/2 NW1/4) AND
THE NORTH ONE-HALF OF THE SOUTHWEST ONE -QUARTER OF (N1/2 SW1/4) OF SECTION 11,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MARCH 2O24 PLLD20211070
N00041'29"E S00041'29"W
25.00' 89018'31" 25.00'
S89018'31"E 268.00' 60.00'
0
S89018'31"E 674.03'
o 00 5.00'
=o _ M _S89°18'31"E 298.00'_ M �� OFFSET SEE SHEET 7 SE PELEE DRIVE
0 o N89018'31"W 268.00' o
I
PARCEL 3
PARTITION PLAT 2024-9
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DESCHUTES COUNrY SURVEYOR
rILED
S89018'31 "E
v 80.04' v
116
117 118 119 120 121 122 123 124 125 126
107 108 109 110 111 112 113
TRACT E
127
128
129
106
114
115
130
SE KRAKATOA
COURT
10511041103110211011 100 1 99
I
10
82 83 84 85 86 87 88
W
N
SE STROMBOLI
COURT
98 I 97 196 195
89 I 90 I 91 I 92 I 93 1 94 I ,c,
CD SE ETNA PLACE
O Ico
I0 81 80 79 78 77 76 75
ii
I� 51 52 53 54 55 56 57
i
IY W
SE FUJI DRIVE
39
40
41
42
43
44
45
op
46
47
48 49 50 0
0
~
A
29 115' 40
38
37
36
35
34
33
32
31
30
SE STROMBOLI LANE
14 1 15 1 16 1 17 1 18 1 19
TRACT A
1 121314151 6 ICI 7 181 9I10I11I12
4 1
1
1
1
1
1(�1____
1
1
1
1
1
11
o
S89018'31 "E 268.00'
0
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0
_S89018'31 "E 298.001_
o
0
-
-
5.00'
OFFSET SEE SHEET 3
00 0
0
0
0
0
�
0
�
N89018'31"W 268.00'
60.00' N89018'31"W 212.43' C5 g0_29'
N00041'29"E
25.00'
89°18'31" S00041'29"W N00°41'29"E g5°01'31
25.00' 25.04'
PARCEL 3
PARTITION PLAT 2024-9
20 1 21
25
24
23
22
131
132
133
S� 134
IPA, 135 sY,Ffy^
�A 136
137
138
S89018'31 "E
52.37'
o1m
O N
0 14
(00
N89018'31 "W
46.67'
PARCEL 3
PARTITION PLAT 2024-9
F
r 142
143
144
145
139
140
141
28
26
27 �� °�.►.
G tk�
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O
S41 °48'54"E
26.00'
N48°11'06"E
26.00'
S
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S48011'06"W
26.00'
S41 °48'54"E
25.00'
O
20� �O`o
ON
rk�
5
N41 °48'54"W
25.00'
13 1-S48014'29"W
100
0 100 200
60.00'
N41048'54"W
SCALE IN FEET
26.00'
REGISTERED
SHEET 2 OF 9
c& PROFESSIONAL
LAND SURVEYOR ]
DOWL
�S00 41 29 W
25.27' OREGON
VWNW.DOWL.COM
DECEMBER 11, 2012
963 SW Simpson Avenue, #200
BRIAN C. COURSEN
86998
Bend, Oregon 97702
RENEWS: 12/31 /2025
541-385-4772
CS 2 1332-
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30.00' 30.00'
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"ILI8'31 "E 298.00'
5.00'
0
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SEE SHEET 5
38 I 37 I 36
STEVENS RANCH, PHASE RS=l
A REPEAT OF A PORTION OF PARCEL 3 PARTITION PLAT 2024-9 LOCATED IN THE
SOUTH ONE-HALF OF THE NORTHWEST ONE -QUARTER (S1/2 NW1/4) AND
THE NORTH ONE-HALF OF THE SOUTHWEST ONE -QUARTER OF (N1/2 SW1/4) OF SECTION 11,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MARCH 2O24 PLLD20211070
35 I 34 I 33 I 32 IT BST I 31 I 30 I 29 ,
S89018'31"E 452.70'
447.70' -
SE STROMBOLI LANE
DcaCHUTES COUNTY SURVEYOR
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20.00'
20.00'
20.00'
28.00'
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20.00' 20.00' 20.00' 20.00' 27.00' 14.00' 26.00' 20.00' C6 C7 C8 C9
_ G$6�
S89018'31"E 212.43' PUE
DETAIL'U', SHEET 9
SE WILDERNESS WAY _
S89018'31 "E 242.43' _ _ -�--
237.43'
SE STROMBOLI LANE
PUE DETAIL'Y'
SHEET 9
C)S89°18'31"E
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�4.00' PUE
S89°18'31"E � a
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S89°18'31 "r;--
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34_53'_
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13
N
STORM WATER
EASEMENT (SWE)
DOES NOT EXTEND INTO THE PUE
SWE DETAIL
ill =20'
106
47
29
TRACT C 48
107
107
49
31
30
50
108
116
65
33
w
z
32
146
117
118
146
35
0
34
147
119
120
82
37
i
z
36
83
121
122
83
38
2
37
84
TRACT E
123
85
39
0
40
86
124
125
87
40
41
88
126
127
89
42
43
90
128
128
91
44
45
92
129
93
TRACT B
46
94
UTILITY PEDESTAL AT
I
CORNER, SET 10.00
FOOT
-
OFFSET
PROJECTION OF
I o
COMMON LOT LINE
I
SET 5/8" IRON ROD WITH
ORANGE PLASTIC
CAP MARKED
RM J,!
"DOWL REFERENCE MON",
V
UNLESS SHOWN OTHERWISE
PUBLIC RIGHT OF WAY
REFERENCE MONUMENT DETAIL
1 " = 10'
40 0
SCALE IN FEET
NOTE
40
LOT 13 IS FOR OPEN SPACE PURPOSES,
SUBJECT TO A PUBLIC ACCESS
EASEMENTOVER ITS ENTIRETY, PRIVATE
STORM WATER EASEMENT DETAILED HEREON,
AND A PUE AS SHOWN ON DETAIL 'Y', SHEET 9
CURVE TABLE
CURVE #
RADIUS
ARC
LENGTH
CENTRAL
ANGLE
CHORD
C6
560.00'
11.57'
1011'02"
S89054'02"E 11.57'
C7
560.00'
20.02'
2002'52"
N88029'00"E 20.01'
C8
560.00'
20.06'
2003'07"
N86026'00"E 20.06'
C9
560.00'
28.20'
2053'06"
N83057'54"E 28.19'
C10
560.00'
153.64'
15043'09"
N74039'46"E 153.16'
C11
560.00'
77.53'
7055'58"
N62050'13"E 77.47'
C12
560.00'
71.24'
7017'20"
N55013'34"E 71.19'
C 17
230.00'
45.00'
11 ° 12'36"
S71 °25'41 "W 44.93'
C18
230.00'
45.00'
11012'36"
S82038'17"W 44.93'
C19
230.00'
9.83'
2026'53"
S89028'02"W 9.83'
C20
230.00'
170.63'
42030'22"
S69026'17"W 166.75'
C86
600.00'
445.12'
42030'23"
N69026'17"E 434.99'
rC87
200.00'
148.37'
42°30'23"
N69°26'17"E 145.00'
SEE LEGEND - SHEET 2
F
EGISTERED SHEET OF 9
OFESSIONALD SURVEYOR:]
_9L_:_ Q_
VVVNW.DOWL.COM
OREGON
DECEMBER 11, 2012 963 SW Simpson Avenue, #200
BRIAN C. COURSEN
86998 Bend, Oregon 97702
RENEWS: 12/31 /2025 541-385-4772
4
CS 2 1332�.
M rA11
STEVENS RANCH, PHASE RS=l
A REPLAT OF A PORTION OF PARCEL 3 PARTITION PLAT 2024-9 LOCATED IN THE
SOUTH ONE-HALF OF THE NORTHWEST ONE -QUARTER (S1/2 NW1/4) AND
71 THE NORTH ONE-HALF OF THE SOUTHWEST ONE -QUARTER OF (N1/2 SW1/4) OF SECTION 11,
� Alt#70 TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
QCITY OF BEND, DESCHUTES COUNTY, OREGON
MARCH 2O24 PLLD20211070
69
62 s°9°
3,690 S.F. s �-
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49�(j \ ` 3,833 S.F.
cp*
50 �
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7,628 S.F. Q
TRACT C PAE
C23 L-61.41' DETAIL'P' c9
�SHEET 9
N48011'06"E 157.12'
<dQ \ 6,5
CP
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�;� 1o00,pU
68
E
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SEE SHEET 6
67
136
66
c'9s
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4.51'
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°
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45.49'
'
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95.00'
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4,316 S.F. z
4,100 S.F. N �
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co TYP PUE z fTYP.PUE 30.00' 1 30.00'
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SHEET 8
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12.03'
a
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N48011'06"E 189.25'
C2 O
L,1j063,
o
I
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0
0
o
N48011'06"E 159.25'
19.25'
45.00'
45.00'
50.00'
otu
C15
t
o
L=25.80'
TYP PUE
o w
PAE
DETAIL'G'
SHEET 8
o a
DETAIL'R'
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30.00'
' 24
-
25
26
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27
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to
6,180 S.F.
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4,287 S.F. M
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3.2044.09'
45.00'
45.00'
45.00'
50.00'
I
N48°11106"E 229.09'
-
I
5
0
0
0
259.09'
CURVE TABLE
CURVE #
RADIUS
ARC
LENGTH
CENTRAL
ANGLE
CHORD
C13
560.00'
33.20'
3023'48"
N49053'00"E 33.19'
C15
230.00'
25.80'
602541"
S51023'56"W 25.79'
C16
230.00'
45.00'
11012'36"
S60013'05"W 44.93'
C23
170.00'
61.41'
20041'52"
N58032'02"E 61.08'
C25
77.00'
45.69'
33059'44"
N72018'39"W 45.02'
C26
137.00'
3.66'
1 °31'49"
S88032'37"E 3.66'
C27
137.00'
46.09'
19016'25"
S78°08'30"E 45.87'
CURVE TABLE
CURVE #
RADIUS
ARC
LENGTH
CENTRAL
ANGLE
CHORD
C28
137.00'
45.79'
19009'05"
S58055'45"E 45.58'
C29
137.00'
95.54'
39057'19"
S69019'52"E 93.61'
C30
20.00'
10.64'
30028'39"
S63025'26"W 10.51'
C31
55.00'
30.30'
31 °33'41"
S62052'55"W 29.92'
C32
55.00'
32.72'
34005'18"
S30003'25"W 32.24'
C33
55.00'
33.00'
34022'39"
S4010'33"E 32.51'
C34
55.00'
38.02'
39036'38"
S41010'12"E 37.27'
N480- '06"E
SHEET 8
69.78' 50.00' 50.00'
RM N48011'06"E 169.78'
� ORM
G
N48°11'06"E 197.60' -
SE STROMBOLI LANE EASEMENT
KIARO 11 Inallc -1Ac nn' DETAIL HEREON hA"
CURVE TABLE
CURVE #
RADIUS
ARC
LENGTH
CENTRAL
ANGLE
CHORD
C35
55.00'
10.86'
11 °19'02"
S66038'02"E 10.85'
C36
55.00'
144.90'
150057'18"
S3011'06"W 106.49'
C37
20.00'
10.64'
30028'39"
S57003'14"E 10.51'
C88
107.00'
88.69'
4702937"
N65033'43"W 86.18'
C89
31.00'
48.69'
90000'00"
N3011'06"E 43.84'
SE WILDERNESS WAY
40 0 40
SCALE IN FEET
SEE LEGEND - SHEET 2 1
CS 2 13-3 2 -
!
!
5.00'
30.00' 30.00'
!
30.00'
W
G
a
0
W
N
I
w
_N
T .�5O
_
0
z
!I
I 30.00'
I
I
5.00'
I
I
STEVENS RANCH, PHASE RS=l
A REPEAT OF A PORTION OF PARCEL 3 PARTITION PLAT 2024-9 LOCATED IN THE
SOUTH ONE-HALF OF THE NORTHWEST ONE -QUARTER (S1/2 NW1/4) AND
THE NORTH ONE-HALF OF THE SOUTHWEST ONE -QUARTER OF (N1/2 SW1/4) OF SECTION 11,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MARCH 2O24 PLLD20211070
SEE SHEET 7
82 83 84 85 86 87 88 TRACT
E 89 90
0
M
SE ETNA PLACE
S89018'31 "E 648.04'
643.04' - - - - - - - -
0
0
0
M
0
0
o
w
N
0
0
z
0
0
0
M
8
S89018'31 "E 554.00'
50.00'
45.00'
45.00'
45.00'
45.00,
45.00' T45.00'
24.00'
---
--Z
�TYPPUE
---
----
-- 1
--T
--
10.00'
o w
o
TYP PUE
PUE
0
o
DETAIL'G'
o
DETAIL'G'
o w
a
SHEET 8
0
SHEET
O A
91 I 92
93
O
O
m
0
0
0
m
42.00' 42.00' 42.00' 42.00' 42.00'
TYP PUE-'' W
o Z DETAIL'G' W
1 w w w w w w � w w o a w SHEET 8 =
N I 81 0) 80 79 78 77 76 75 o M o 74 N o w
O N p N p N p N O N N W Cn
0 4,100 S.F. d cj 3, 690 S.F. 3, 690 S.F. �i c.i �t N rn o 0 7 3 °' 7 2 o0 71 o0 7 0 N o
1 00 00 0 3, 690 S.F. ° 3, 690 S.F. o o �.� 3,444 S.F. `-" o N o W
0 0 00 0 3, 690 S.F. ° 3 690 S.F. N 3 444 S. F. 0 3 444 S.F. N 'q ci
PUE z z z z z z [F] PAE [F] z 0 [F] o 00 0 0 3,444 S.F. 0 0 3,444 S.F. 0 0 W
„ z z
DETAIL K z
SHEET 8 0 0
4 4
co co 3.00' 6.00' 9.00' 12.00'
50.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' w w 42.00' 39.00' 36.00' 33.00' 30.00'
S89018'31 "E 320.00' -..N °' 0)
JN N 45.00' 45.00' 45.00' 45.00'
o [F] o S89018'31"E 210.00'
�_10.00' z Q z
PUE
w w w w w w w w
CD 0 51 N 00 52 N O 51 N O N O CV O N O - O O _ m _
54 55 56 57 0 �' 58 o N 59 o N 60 o N 61 o N 2
00 1 4,100 S.F. o 0 3,690 S.F. o � 3,690 S.F. "t N 3 690 S.F. N a' c•
O 00 00 3,690 S.F. 0 3,690 S.F. ° N 3,690 S.F. c\i N o 0
1 0 0 0 o co 0 00 0o 0 3,690 S.F. cod' 3,690 S.F. N of 3 690 S.F. N cj
z z o 0 0 [F] F o 00 0 a0 0 3,690 S.F. 0 0
o w TYP PUE z b w z z TYP PUE z o Q [ l z [Fl z [Fl z z
DETAIL G DETAIL'G' o w
SHEET 8 SHEET 8 o a _0 a 0 p TYP PUE
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50.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 24.00' 45.00' 45.00'11") 45.00' 45.00'
S89°18'31 "E 524.00' _.
S89018'31"E 635.34'
635.34'
RMQ RMQ RMQ
SE FUJI DRIVE
I RM O RMQ
S89°18'31"E 571.00'
50.00' 45.00' 45.00' 45.00' 45.00' 45.00' 45.00' 24.00'
{1 10.00' LOT 39 PUE \' TYP PUE TYP PUE
I PUE DETAIL, HEREON DETAIL'A' TYP PUE
DETAIL'A' DETAIL'A'
w w SHEET 8 w w SHEET 8 SHEET 8
w w
0 1 39 40 41 42 N o 43 44 45 0 0)
c" 4 100 S.F. N 3 690 S.F. N 3 690 S.F. N N N
°0 I 0 00 0 0o 0 00 3,690 S.F. 0 0 3,690 S.F. ° 0 N 3 690 S.F. Ncli
z z z 0 3,690 S.F. 0 0 F 00
o z z F z [] PAE
0 1 0
o 0
w 50.00' 45.00' 45.00' 45.0045.00' 45.00' 45.00' w w 0)N (
c-'4 S89018'31 "E 320.00'
��� PUE [F] N
o DETAIL'N' 0 qt
0
z 1 SHEET 9
z z
w w w w w w W
1 3 37 36 35 T o 34 33 N o 32
4,100 S.F. "' N 3 690 S.F. ql' N � c\ q �i 0
0 00 0 00 3,690 S.F. 0 0 3,690 S.F. 0 0 3,690 S.F. ° 3,690 S.F. N 3 690 S.F. c\i
1 z z z z [F] z [F] z 0 [F] 00
TYP PUE TYP PUE TYP PUE
1 PUE
DETAIL'A' w/
PUE DETAIL'A' DETAIL'A'
1 SHEET 8 SHEET 8 SHEET 8 1_
50.00' 45.00' 45.00' 45.00' 45.00, 45.00' 45.00' 24.00'
o RM 1 RM 1 S89°18'31 "E i 422.70'
o Q RMQ RMO
0
M
S89018'31 "E 452.70'
447.70' - - - - - - - -
05
SE STROMBOLI LANE
M
SEE SHEET 3
0
0
0
0
Q o
RM
RMQ io
.J 45.00,
TYP PUE
42.00' L
J 50.00'
TYP PUE
45.00'
45.00'
TYP PUE
DETAIL 'C'
DETAIL'A'
'A'
SHEET 8
SHEET 8
SHEET 8
SHEET
w
0 46 N
o 47 o
w
°'0
N 48 N
w
49 No
w
50 N
o
c" 3 690 S.F. of
00
N N
0 3,44 S.F. 0
't
0 4,100 S.F. 0
N
0 3,690 S.F.
:�
00 3,690 S.F.
o
00
[F] o0
z
z
o
z
z
z
S89018'31"E 227.00' 5.00,
50.00, 40.00' 45.00'
45.00' 42.00' 55.00' S89°18-31"E 85.00,
TRACT C
ry� �"" l 't �., fi^"`_e' -"�'� Fs^ � i -• rf ; Z7 f^ ., 4 ,,,, �74,�
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w
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/
00 3,690 S.F.
[F]
o
co
3,443 S.F.
4,251 S.F. Z
0
/
z
TYP PUA
[F]
z
[F] PUE
DETAIL O
SHEET 9
�6
SHEET 8
C21
L=8.30'
gyp'
45.00'
33.70'
C22 `'S6. G2� O RM
/
i
RM
Q
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/
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o
,
ca? /
PROFESSION
LAND SURVEI
w
0
o
OREGON
14 15 16 17 18 19 TRACT A 13 20 F21 22
23
N
40 0 40
SCALE IN FEET
SE FUJI DRIVE
N89018'31"W
5.00'
N0041'29"E---____,j PUE NO°41'29"E
5.00' L 5.00' 5.00'
N89018'31 "W
39 w 40
o)
N
0
O
0
z
LOT 39 PUE DETAIL
10'
CURVE TABLE
CURVE #
RADIUS
ARC
LENGTH
CENTRAL
ANGLE
CHORD
C21
170.00'
8.30'
2047'54"
N89017'32"E 8.30'
C22
170.00'
56.40'
19000'37"
N78023'16"E 56.15'
C23
170.00'
61.41'
20041'52"
N58032'02"E 61.08'
C24
170.00'
56.40'
19000'37"
N78023'16"E 56.15'
C87
200.00'
148.37'
42°30'23"
N69°26'17"E 145.00'
SEE LEGEND - SHEET 2 1
W
w
N
CS 21332
STEVENS RANCH, PHASE RS=l
A REPEAT OF A PORTION OF PARCEL 3 PARTITION PLAT 2024-9 LOCATED IN THE
SOUTH ONE-HALF OF THE NORTHWEST ONE -QUARTER (S1/2 NW1/4) AND
THE NORTH ONE-HALF OF THE SOUTHWEST ONE -QUARTER OF (N1/2 SW1/4) OF SECTION 11,
TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
MARCH 2O24 PLLD20211070 I 124 125
CURVE TABLE
CURVE #
RADIUS
ARC
LENGTH
CENTRAL
ANGLE
CHORD
C38
635.00'
2.16'
0011'41"
S41 °43'04"E 2.16'
C39
635.00'
53.30'
4048'32"
S39012'58"E 53.28'
C40
635.00'
52.92'
4046'29"
S34025'28"E 52.90'
C41
635.00'
49.39'
4027'24"
S29048'31 "E 49.38'
C42
635.00'
7.99'
0043'16"
S27013'12"E 7.99'
C43
635.00'
165.75'
14057'21"
S34020'14"E 165.28'
C44
20.00'
9.55'
27022'12"
S13010'28"E 9.46'
C45
55.00'
32.39'
33044'42"
S16021'43"E 31.93'
C46
55.00'
32.93'
34018'11"
S50023'09"E 32.44'
C47
55.00'
46.07'
47059'43"
N88027'53"E 44.74'
C48
55.00'
111.39'
116002'36"
S57030'40"E 93.31'
C49
20.00'
0.33'
0056'38"
N64056'21"E 0.33'
C50
20.00'
8.82'
25016'49"
N78003'04"E 8.75'
C51
20.00'
16.82'
4801 V23"
S65012'50"E 16.33'
C52
55.00'
51.27'
53024'20"
S67049'19"E 49.43'
C53
55.00'
69.71'
72037'12"
N49°09'55"E 65.14'
C54
55.00'
33.30'
34041'25"
N4029'23"W 32.79'
C55
55.00'
30.00'
31°15'08"
N37027'40"W 29.63'
C56
55.00'
74.68'
77047'43"
S88000'55"W 69.07'
C57
55.00'
6.35'
6036'58"
S45048'35"W 6.35'
C58
55.00'
265.31'
276022'46"
N0041'29"E 73.33'
C59
20.00'
16.82'
48011'23"
S66035'47"W 16.33'
60
695.00
6 .27
13032 33'1
N31 24 59W 163.89'
C61
70.00
45.56
37 17 311
N67°°09321E 44.76
C62
70.00'
5.97
4 5311
N88014,5311E 5.97
C63
70.00'
51.53'
42010'42"
N69036'08"E 50.37'
C64
130.00'
36.55'
16006'26"
S56033'59"W 36.43'
C65
130.00'
40.00'
17037'46"
S73026'05"W 39.84'
C66
130.00'
19.15'
8026'30"
S86028'14"W 19.14'
C67
130.00'
95.70'
42010'42"
S69036'08"W 93.55'
C67
130.00'
95.70'
42010'42"
S69Q36'08' W 93.55'
C78
540.00
60.81
6 27 08
N 19 15 41 W 60.78
C79
540.00'
45.00'
4046'29"
N24052'30"W 44.99'
C80
540.00'
45.00'
4046'29"
N29038'59"W 44.99'
C81
540.00'
45.00'
4046'29"
N34025'28"W 44.99'
C82
540.00'
45.00'
4046'29"
N39011'56"W 44.99'
C83
540.00'
2.16'
0013'43"
N41 °42'02"W 2.16'
C85
500.00'
327.47'
37031'31"
N23003'09"W 321.65'
C90
665.00'
13.81'
1011'22"
S41013'13"E 13.81'
C91
665.00'
184.87'
15055'41"
S32039'41"E 184.27'
C92
31.00'
34.96'
64036'41"
N57000'11"W 33.14'
C93
100.00,
73.62'
42010'42"
N69036'08"E 71.96'
TRACT E
126
S89012'09"E 135.00'
62.50' 72.50'
N00041'29"E N00041'29"E �
10.33' - -in no,
112
rn
4,988 S.F.
W
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62•34� - C!
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98
N 6,745 S.F.
00
N89018'31"W 80.00'
45.00' 35.00'
5.96'
10.00,
`° 113
5,732 S.F.
0
0
z
C52
SEE SHEET 7
128 129
40 p0
40 •pp,
S89018'31"E 172.71'
45.00' 82.71'
cP,
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115
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963 SW Simpson Avenue, #200
SCALE IN FEET BRIAN C. COURSEN Bend, Oregon 97702
86998
RENEWS: 12/31 /2025 541-385-4772
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15.00' 18.00' 21.88'
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33.30'
34041'25"
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C68
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48011'23"
N65012'50"W 16.33'
C69
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0.74'
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N41 °30'09"W 0.74'
C70
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63.33'
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N74°52'26"W 59.89'
C71
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55042'18"
S44017'09"W 51.39'
C72
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70.37'
73018'31"
S20013'16"E 65.67'
C73
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68.43'
71'16'57"
N87°29'00"E 64.10'
C74
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8.97'
9°20'26"
N47010'19"E 8.96'
C75
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265.31'
27602246"
S0041'29"W 73.33'
C76
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16.82'
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C77
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84.00'
8054'47"
N11034'43"W 83.92'
C85
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327.47'
3703131"
N23003'09"W 321.65'
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