HomeMy WebLinkAboutSurvey 21234Deschutes Countv Official Records
COLLIER
A REPEAT OF TRACT 'H' OF "DISCOVERY WEST, PHASE 3
A PORTION OF TRACT 'C' OF "WESTGATE PHASE 3",
AND OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND,' DESCHUTES COUNTY, OREGON
DECEMBER 8, 2023
PLLD20220247
SURVEYOR'S CERTIFICATE
35,
I, JACOB ALEN CARSON, HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE LANDS SHOWN ON THE
ANNEXED MAP OF "COLLIER", BEING TRACT 'H' OF "DISCOVERY WEST, PHASE 3", A PORTION OF TRACT 'C' OF "WESTGATE PHASE 3", AND OTHER LANDS IN
THE NORTHEAST ONE -QUARTER OF SECTION 35, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON,
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT, BEING A FOUND 2-INCH IRON PIPE WITH A 3-INCH BRASS CAP AT THE NORTHEAST CORNER OF SAID SECTION 35, ALSO
BEING THE SOUTHEAST CORNER OF THE PLAT OF "TREELINE, PHASES 2 AND 3", RECORDED DECEMBER 3, 2021, AS INSTRUMENT NUMBER 2021-66870,
DESCHUTES COUNTY OFFICIAL RECORDS, ALSO BEING THE NORTHWEST CORNER OF THE PLAT OF 'NORTHWEST CROSSING, PHASE 30", RECORDED OCTOBER
31, 2018, AS INSTRUMENT NUMBER 2018-043963, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG THE WESTERLY LINE OF SAID 'NORTHWEST
CROSSING, PHASE 30", AND THE WESTERLY LINE OF THE LANDS DESCRIBED IN INSTRUMENT NUMBER 2019-15898, DESCHUTES COUNTY OFFICIAL RECORDS,
SOUTH 0014'11" WEST 1314.09 FEET TO THE NORTH SIXTEENTH CORNER OF SECTIONS 35 AND 36, AND BEING THE NORTHEAST CORNER OF TRACT 'E' OF
THE PLAT OF 'DISCOVERY WEST, PHASE 2A AND 213", RECORDED DECEMBER 2, 2020, AS INSTRUMENT NUMBER 2020-65234, DESCHUTES COUNTY OFFICIAL
RECORDS; THENCE ALONG THE NORTHERLY LINE OF SAID TRACT 'E', NORTH 89'57'41" WEST 441.84 FEET TO THE NORTHEAST CORNER OF THE PLAT OF
"DISCOVERY WEST, PHASE 3", RECORDED JULY 23, 2021, AS INSTRUMENT NUMBER 2021-43415, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG
THE EASTERLY LINE OF SAID `DISCOVERY WEST, PHASE 3", SOUTH 30'24'15" WEST 59.61 FEET TO THE MOST EASTERLY CORNER OF LOT 119 OF SAID
"DISCOVERY WEST, PHASE 3", AND ALSO BEING THE NORTHERLY LINE OF THE LANDS DESCRIBED IN INSTRUMENT NUMBER 2022-38234, DESCHUTES COUNTY
OFFICIAL RECORDS; THENCE ALONG SAID NORTHERLY LINE, NORTH 60'50'45" WEST 143.01 FEET TO THE WESTERLY LINE OF SAID INSTRUMENT NUMBER
2022-38234; THENCE ALONG SAID WESTERLY LINE, SOUTH 34'49'53" WEST 22.11 FEET TO THE NORTHERLY LINE OF SAID `DISCOVERY WEST, PHASE 3';
THENCE ALONG SAID NORTHERLY LINE, NORTH 89'57'41" WEST 73.06 FEET TO THE EASTERLY LINE OF THE LANDS DESCRIBED IN INSTRUMENT NUMBER
2022-20620, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG SAID EASTERLY LINE, NORTH 34'49'53" EAST 4.90 FEET TO THE NORTHERLY LINE OF
SAID INSTRUMENT NUMBER 2022-20620; THENCE ALONG SAID NORTHERLY LINE, NORTH 59'59'18" WEST 109.08 FEET TO THE WESTERLY LINE OF SAID
INSTRUMENT NUMBER 2022-20620; THENCE ALONG SAID WESTERLY LINE, SOUTH 30'08'40" WEST 55.91 FEET; THENCE CONTINUING ALONG SAID WESTERLY
LINE AND THE WESTERLY LINE OF THE LANDS DESCRIBED IN INSTRUMENT NUMBER 2023-07011, DESCHUTES COUNTY OFFICIAL RECORDS, ON A CURVE TO
THE RIGHT WITH A RADIUS OF 210.00 FEET, A CENTRAL ANGLE OF 315'27"1 AN ARC LENGTH OF 11.94 FEET, AND A CHORD OF SOUTH 31'46'24" WEST
11.94 FEET TO SAID NORTHERLY LINE OF 'DISCOVERY WEST, PHASE 3"; THENCE ALONG SAID NORTHERLY LINE, NORTH 89'57'41" WEST 23.86 FEET TO THE
NORTHWEST CORNER OF SAID 'DISCOVERY WEST, PHASE 3'; THENCE ALONG THE WESTERLY LINE OF SAID 'DISCOVERY WEST, PHASE 3", ON A
NON -TANGENT CURVE TO THE LEFT WITH A RADIUS OF 1256.00 FEET (WITH A RADIAL BEARING OF SOUTH 5711'48" EAST), A CENTRAL ANGLE OF 0'29'21 ",
AN ARC LENGTH OF 10.72 FEET, AND A CHORD OF SOUTH 32'33'32" WEST 10.72 FEET TO THE NORTHERLY LINE OF THE LANDS DESCRIBED IN EXHIBIT 'B'
OF INSTRUMENT NUMBER 2022-25828, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG SAID NORTHERLY LINE ON THE FOLLOWING COURSES: NORTH
58'48'00" WEST 105.90 FEET; THENCE SOUTH 29'59'15" WEST 77.20 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 1130.00 FEET, A
CENTRAL ANGLE OF 2'57'073 AN ARC LENGTH OF 58.22 FEET, AND A CHORD OF SOUTH 28'30'41" WEST 58.21 FEET; THENCE NORTH 66'09'42" WEST
179.18 FEET; THENCE NORTH 89'57'41" WEST 122.99 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF SKYLINE RANCH ROAD (35.00 FEET FROM
CENTERLINE); THENCE ALONG SAID EASTERLY RIGHT-OF-WAY LINE ON THE FOLLOWING COURSES: ON A NON -TANGENT CURVE TO THE LEFT WITH A RADIUS
OF 1535.00 FEET (WITH A RADIAL BEARING OF NORTH 60'02'45" WEST), A CENTRAL ANGLE OF 2'58'23"1 AN ARC LENGTH OF 79.65, AND A CHORD OF
NORTH 28028'03" EAST 79.64 FEET; THENCE NORTH 26'58'52" EAST 456.39 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 2035.00
FEET, A CENTRAL ANGLE OF 8'41'23", AN ARC LENGTH OF 308.64 FEET, AND A CHORD OF NORTH 22'38'10" EAST 308.34 FEET; THENCE NORTH 1817'29"
EAST 203.99 FEET; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 515.00 FEET, A CENTRAL ANGLE OF 12'2833"9 AN ARC LENGTH OF 112.14
FEET, AND A CHORD OF NORTH 24'31'45" EAST 111.92 FEET; THENCE NORTH 30'46'02" EAST 120.44 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A
RADIUS OF 585.00 FEET, A CENTRAL ANGLE OF 16'23'04"1 AN ARC LENGTH OF 167.29 FEET, AND A CHORD OF NORTH 22'34'30" EAST 166.72 FEET TO
THE SOUTHWEST CORNER OF TRACT 'G' OF "TREELINE, PHASE 1-, RECORDED OCTOBER 8, 2021, AS INSTRUMENT NUMBER 2021-57453, DESCHUTES COUNTY
OFFICIAL RECORDS; THENCE ALONG THE SOUTHERLY LINES OF SAID "TREELINE, PHASE 1" AND SAID 'TREELINE, PHASES 2 AND 3", SOUTH 89'54'52" EAST
687.71 FEET TO THE INITIAL POINT.
THE ABOVE TRACT OF LAND CONTAINS 29.46 ACRES, MORE OR LESS.
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE AND MONUMENT THE PROPERTY DESCRIBED IN INSTRUMENT NUMBER 2022-15329, DESCHUTES COUNTY
OFFICIAL RECORDS, INTO LOTS, TRACTS, AND ROADS.
THE BASIS OF BEARINGS FOR THIS PLAT ARE BASED ON COUNTY SURVEY NUMBER 20400, WHICH WAS BASED ON THE CENTRAL OREGON COORDINATE
SYSTEM (COCS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK, DESCHUTES 13 TRANSFORMATION. ALL MONUMENTS AND DATA WERE HELD FROM
SAID SURVEY.
THE EASTERLY LINE WAS DETERMINED FROM FOUND MONUMENTS AS SHOWN ON COUNTY SURVEY NUMBER 20400. MONUMENTS WERE FOUND TO BE WITHIN
REASONABLE TOLERANCES OF RECORD.
THE SOUTHERLY LINE WAS DETERMINED FROM FOUND MONUMENTS AS SHOWN ON COUNTY SURVEY NUMBER 20400, AND FOUND MONUMENTS SET FOR CITY
OF BEND LOT LINE ADJUSTMENTS PLPLAM20220066, PLPLAM20220067, PLPLAM20220068, AND PLPLAM20220069 AS SHOWN ON COUNTY SURVEY NUMBER
20801. ALL MONUMENTS WERE FOUND TO BE WITHIN REASONABLE TOLERANCES OF RECORD.
THE WESTERLY LINE BEING THE EASTERLY LINE OF THE RIGHT-OF-WAY DEDICATION PER INSTRUMENT NUMBER 2023-28971, DESCHUTES COUNTY OFFICIAL
RECORDS, WAS ESTABLISHED BY HOLDING RECORD BEARINGS AND DISTANCES PER SAID INSTRUMENT.
THE NORTHERLY LINE WAS DETERMINED FROM FOUND MONUMENTS AS SHOWN ON COUNTY SURVEY NUMBER 20400, AND THE PLATS OF "TREELINE, PHASE
1" AND "TREELINE, PHASES 2 AND 3". MONUMENTS WERE FOUND TO BE WITHIN REASONABLE TOLERANCES OF RECORD.
Steve Dennison, County Clerk 2023-31876
01505246202300318760130131
D-PLAT Cnt=1 Pgs=13 Stn=1 12/29/2023 03:04 PM
SHEETINDEX $70.00 $11.00 $61.00 $10.00 $6.00 $158.00
1. SURVEYOR'S CERTIFICATE, PLAT NOTES, AND SURVEYOR'S NARRATIVE
2. DECLARATION, POST-MONUMENTATION NOTE, ACKNOWLEDGMENT, CONSENT AFFIDAVIT, ASSESSOR'S
CERTIFICATE, AND APPROVALS
3. PLAT BOUNDARY AND REFERENCES
4. LOTS 1-5, TRACT 'E', AND A PORTION OF TRACT 'B'
5. LOTS 6-12, AND A PORTION OF TRACT 'B'
6. LOTS 13-19, TRACT 'A', AND A PORTION OF TRACT 'B'
PLAT NOTES
SHEET 1 OF 13
7. LOTS 20-26, LOTS 51-62, AND A PORTION OF TRACT 'C'
8. LOTS 27-32, LOTS 43-50, LOTS 63-67, AND PORTIONS OF TRACT 'C'
9. LOTS 33-36, AND TRACT 'H'
10. LOTS 37-42, LOTS 68-77, TRACT 'D', TRACT 'F', AND TRACT 'G'
11. EASEMENT DETAILS
12. EASEMENT DETAILS
13. EASEMENT DETAILS
1. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT NUMBER PLLD20220247.
2. THIS PLAT IS SUBJECT TO A DECLARATION OF RESTRICTIVE COVENANT REGARDING RIGHT-OF-WAY DEDICATION AND ROAD CONSTRUCTION, RECORDED JULY 2, 2015, AS INSTRUMENT NUMBER
2015-26734, DESCHUTES COUNTY OFFICIAL RECORDS.
3. THIS PLAT IS SUBJECT TO A INFRASTRUCTURE DEVELOPMENT AGREEMENT TO SUPPORT URBAN AND RURAL DEVELOPMENT IN THE WEST BEND AREA, RECORDED NOVEMBER 16, 2018, AS
INSTRUMENT NUMBER 2018-45904, DESCHUTES COUNTY OFFICIAL RECORDS.
4. THIS PLAT IS SUBJECT TO AN ANNEXATION AGREEMENT, RECORDED JUNE 4, 2019, AS INSTRUMENT NUMBER 2019-18492, DESCHUTES COUNTY OFFICIAL RECORDS.
5. THIS PLAT IS SUBJECT TO AN EXTRATERRITORIAL SERVICE AGREEMENT, RECORDED DECEMBER 5, 2019, AS INSTRUMENT NUMBER 2019-47539, DESCHUTES COUNTY OFFICIAL RECORDS.
6. THIS PLAT IS SUBJECT TO AN AGREEMENT WAIVING TIME LIMIT ON CONSENT TO ANNEXATION, RECORDED DECEMBER 5, 2019, AS INSTRUMENT NUMBER 2019-47540, DESCHUTES COUNTY OFFICIAL
RECORDS.
7. THIS PLAT IS SUBJECT TO A CONTRACT FOR EXTRATERRITORIAL PROVISION OF SERVICE AND CONSENT TO ANNEXATION, RECORDED DECEMBER 12, 2019, AS INSTRUMENT NUMBER 2019-48578,
DESCHUTES COUNTY OFFICIAL RECORDS.
8. THIS PLAT IS SUBJECT TO AN IMPROVEMENT AGREEMENT, RECORDED FEBRUARY 18, 2020, AS INSTRUMENT NUMBER 2020-07122, DESCHUTES COUNTY OFFICIAL RECORDS. AMENDED IMPROVEMENT
AGREEMENT RELATING TO ROADS AND UTILITIES, RECORDED AUGUST 24, 2020, AS INSTRUMENT NUMBER 2020-42508, DESCHUTES COUNTY OFFICIAL RECORDS.
9. THIS PLAT IS SUBJECT TO A PUBLIC FACILITIES IMPROVEMENT AGREEMENT INCLUDING THE TERMS AND PROVISIONS THEREOF, RECORDED DECEMBER 28, 2020, AS INSTRUMENT NUMBER
2020-70364, DESCHUTES COUNTY OFFICIAL RECORDS.
10. THIS PLAT IS SUBJECT TO EASEMENTS PER "DISCOVERY WEST, PHASE 3", A POWER EASEMENT TO OPERATE AND MAINTAIN AN EXISTING OVERHEAD ELECTRICAL TRANSMISSION AND/OR
DISTRIBUTION LINE SYSTEM, ELECTRICAL, CABLE, TELECOMMUNICATIONS AND OTHER UTILITY FACILITIES (DWME), TO BENEFIT MIDSTATE ELECTRIC COOPERATIVE. AS SHOWN HEREON.
11. THIS PLAT IS SUBJECT TO PUBLIC FACILITIES IMPROVEMENT AGREEMENT INCLUDING THE TERMS AND PROVISIONS THEREOF, RECORDED FEBRUARY 21, 2023, AS INSTRUMENT NUMBER 2023-03725,
DESCHUTES COUNTY OFFICIAL RECORDS.
12. THIS PLAT IS SUBJECT TO THE STORMWATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT, RECORDED NOVEMBER 21, 2023, AS INSTRUMENT NUMBER 2023-29008, DESCHUTES COUNTY
OFFICIAL RECORDS.
13. THERE ARE NO WATER RIGHTS APPURTENANT TO THIS LAND.
14. TRACTS 'A', 'B', 'C', 'D', 'E', 'F', 'G', AND 'H' ARE FOR OPEN SPACE.
PREPARED FOR-
PAHLISCH HOMES, INC.
210 SW NALSON AVE #100
BEND, OR 97702
12- / I / Z-D-2.-j
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11. 2021
JACOB ALLEN CARSON
94570PLS
RENEWS:12/31/25
FFILE
D 0"Z_ zoz gy:Cot Iins
JOB NAME: COLLIER
JOB NUMBER: 7084-01
DRAWN BY: JBS
CHECKED BY: JAC
DRAWING NO.: 7084-01 PLAT
AKS ENGINEERING do FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429
WWW.AKS—ENG.COM
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY • PLANNING ' LANDSCAPE ARCHITECTURE
A REPLAT OF TRACT 'H' OF "DISCOVERY WEST, PHASE 3",
A PORTION OF TRACT 'C' OF "WESTGATE PHASE 3 of I
AND OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SEC11%
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
DECEMBER 8, 2023
PLLD20220247
REFERENCES
( )R1 RECORD INFORMATION PER SECTIONAL SURVEY BY JOHN M. JOYCE, FILED JULY 1,
1980, AS COUNTY SURVEY 02177.
( )R2 RECORD INFORMATION PER PARTITION PLAT NO. 2013-21, BY ANDREW N.
HUSTON, FILED DECEMBER 16, 2013, AS COUNTY SURVEY 18631.
( )R3 RECORD INFORMATION PER THE PLAT OF "TREE FARM", BY SCOTT C. BOLDUC,
FILED OCTOBER 28, 2016, AS COUNTY SURVEY 19225.
( )R4 RECORD INFORMATION PER THE PLAT OF "NORTHWEST CROSSING, PHASE 30% BY
PATRICK GAGE COLE, FILED NOVEMBER 6, 2018, AS COUNTY SURVEY 19792.
( )R5 RECORD INFORMATION PER PROPERTY LINE ADJUSTMENT BY ERIK J. HUFFMAN,
FILED DECEMBER 6, 2018, AS COUNTY SURVEY 19809.
( )R6 RECORD INFORMATION PER PROPERTY LINE ADJUSTMENT BY ANDREW N. HUSTON,
FILED MAY 30, 2019, AS COUNTY SURVEY 19927.
( )R7 RECORD INFORMATION PER PROPERTY LINE ADJUSTMENT BY BRIAN C. COURSEN,
FILED DECEMBER 17, 2019, AS COUNTY SURVEY 20078.
( )R8 RECORD INFORMATION PER THE PLAT OF -WESTGATE PHASE 3% BY ERIK J.
HUFFMAN, FILED FEBRUARY 19, 2020, AS COUNTY SURVEY 20136.
( )R9 RECORD INFORMATION PER THE PLAT OF "WESTGATE PHASE 2", BY ERIK J.
HUFFMAN, FILED MARCH 31, 2020, AS COUNTY SURVEY 20176.
( )R10 RECORD INFORMATION PER THE PLAT OF "DISCOVERY WEST, PHASE 2A AND 2B",
BY BRIAN C. COURSEN, FILED DECEMBER 4, 2020, AS COUNTY SURVEY 20380.
( )R11 RECORD INFORMATION PER THE RECORD OF SURVEY BY JACOB D. POWELL, FILED
DECEMBER 18, 2020, AS COUNTY SURVEY 20400.
( )R12 RECORD INFORMATION PER THE PLAT OF "DISCOVERY WEST, PHASE 3% BY BRIAN
C. COURSEN, FILED JULY 26, 2021, AS COUNTY SURVEY 20568.
( )R13 RECORD INFORMATION PER THE PLAT OF "TREELINE, PHASE 1 ", BY JACOB D.
POWELL, FILED OCTOBER 11, 2021, AS COUNTY SURVEY 20630.
( )R14 RECORD INFORMATION PER THE PLAT OF "TREELINE, PHASES 2 AND 3" BY
MICHAEL S. KALINA, FILED DECEMBER 3, 2021, AS COUNTY SURVEY 20674.
( )R15 RECORD INFORMATION PER LOT LINE ADJUSTMENT BY BRIAN C. COURSEN, FILED
APRIL 26, 2022, AS COUNTY SURVEY 20801.
( )R16 RECORD INFORMATION PER THE PLAT OF-WESTGATE PHASE 8% BY ERIK J.
HUFFMAN, FILED SEPTEMBER 21, 2022, AS COUNTY SURVEY 20917.
( )R17 RIGHT-OF-WAY DEDICATION RECORDED NOVEMBER 21, 2023, AS INSTRUMENT
NUMBER 2023-28971, DESCHUTES COUNTY OFFICIAL RECORDS.
LEGEND
)1( SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.";
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."; PER R13; HELD
Q FOUND 5/8" IRON ROD W/OPC INSCRIBED "BECON"; PER R8; HELD
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED "DOWL"; PER R7, R12 OR R15; HELD
FOUND 5/8" IRON ROD W/YPC INSCRIBED "DOWL"; PER R7, R12 OR R15; HELD;
DESTROYED BY CONSTRUCTION, RESET WITH 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."
W/YPC WITH A YELLOW PLASTIC CAP
W/OPC WITH A ORANGE PLASTIC CAP
INST. INSTRUMENT NUMBER DESCHUTES COUNTY OFFICIAL RECORDS
OCRR OREGON CORNER RESTORATION RECORD
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
210.00'
315'27"
11.94'
S31'46'24"W 11.94'
C2
1256.00'
0'29'21"
10.72'
S32'33'32"W 10.72'
C3
1130.00'
2'57'07"
58.22'
S28'30'41 "W 58.21'
C4
1535.00'
205823"
79.65'
N28'28'03"E 79.64'
C5
2035.00'
8'41'23"
308.64'
N22'38'10"E 308.34'
C6
515.00'
12'28'33"
112.14'
N24'31'45"E 111.92'
C7
585.00'
16'23'04"
167.29'
N22'34'30"E 166.72'
DESCHUM COUM'Y SURVEYOR
Flor oz. uz 13yeec-6111,45
82
INST.
2019-51149
`1
SCALE: 1 "=100 FEET
100 0 20 50 100
PREPARED FOR
PAHLISCH HOMES, INC.
-VEELINE' 30
SES 2 AND 51 pTEEUN �;, TRACT 'G' 57 58
PNA PHASE S89'54'52" E 687.71'
N
Ile
V
35, 77 3� 18 19 20 21
S. 3S• TRACT 'A'
SINE INITIAL
pTR AND 3" 59 POINT , ..
SES 2 i
PNA 1 26 � 25
22
0
C/y0q
OR/V 23
F �p�e
17 56 /c)
�0 55
16 57 m
24
78 58 54 w
15 >
ply
59 53 0 25
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60 52 =
N '
r 0 26
co 13 Qom 61 51
- `0o'R,c 12 62 TRACT C \
EoIognoHr Op.
N p£RRw,y
0 63 - y
11 s 50 /
210 SW WILSON AVE #100 V ,
BEND, OR 97702 79 moo" 0 64 49
10 �
65 48 ,
v
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Q
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0 6 F63
69 �c 32
C- J '
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3
71 \-, 41 3
72 40
4 � 34
C*j 73 39 ,
� 3 74 � TRACT D 35
,
3S, T TRACT H
3s• �'9C
N89, 75 T G. 36
38 ,
23 76 N59'59918" W 109.08' NORTH 1/16TH CORNER
37 TO SECTIONS 35 AND 36
/V h
77 / INST "
N89'57'41" W
RADIAL: 122.99'
N60'02'45"W
FOUND 1 IRON PIPE, PER R1, HELD
NsB, a INST. a 2022-38234
hcy /� • , StBo a s 2022-20620 a a n
N;17 a �590 �3� a S30'08'4U W N89'ST41 "W 441.84'
42b�' 1
EXHIBIT 'B' OF
INST. 2022-25828
ft
A,) � INST.
G 4b• 2023-07011
122
�
WEST,
,DISCGVE SY E 3"
PNA
55.91 / S N6o0 a S3072415 W
Cl L=11.94' N8 . ��49, SO4Sti 59.61'
\ RADIAL: " 118 N3lr Stilt 2? 11ri
I
S5 48 E 495�� )30 ,11, 1
C2 L=10.72'
,117 F 190,
6�
NW CELILO LANE
TRACT 'E' VERY WE!Ty
,DIS 2A AND
PNA
35936
1072
1073
SHEET 3 OF 13
NW SKYLINE
RANCH ROAD
(UNIMPROVED)
NORTHEAST SECTION CORNER
FOUND 3" DESCHUTES COUNTY BRASS
CAP, PER OCRR 1146, HELD
•�v E S co
T17S R11E G�
26 125
c 35136 v
L 92
LS9 081
F`YOR S OF
TNWEST
pNOR SING,
CR ASE 30
PHASE "
1074
/NW CELILO
LANE
1075 2--1 11 /Z 0-43
27
REGISTERED
V PROFESSIONAL
O U LAND SURVEYOR
' I
Z_
3 < OREGON
m MAY 11, 2021
JACOB ALLEN CARSON
oo 94570PLS
0 RENEWS:12 31 25
c�
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COLLIER
A REPEAT OF TRACT 'H' OF "DISCOVERY WEST, PHASE 3",
A PORTION OF TRACT 'C' OF "WESTGATE PHASE 3",
OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
DECEMBER 8, 2023
PLLD20220247
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C4
R17
1535.00'
2'58'23"
79.65'
N2828'03"E 79.64'
(1535.00')
(2'58'23")
(79.65)
(N28'28'03"E 79.64)
C10
1160.00'
3'02'05"
61.44'
N28028'12"E 61.43'
C300
R8,R9,R16
R11,R17
1465.00'
4'33'40"
116.62'
N2915'42"E 116.59'
(1465.00')
(4'33'52")
(116.71)
(N29'15'59"E 116.67')
(1465.00')
(4'33'40")
(116.62')
(N29'15'42"E 116.59')
C401
1190.00'
3'06'48"
64.66'
S28'25'51 "W 64.65'
C402
R16
1465.00'
0026'43"
11.38'
N3119'10"E 11.38'
(1465.00')
(0'26'44")
(11.39')
(S3119'33"W 11.39')
C403
R16
1465.00
4'06'57"
105.24'
N29'02'20"E 105.22'
(1465.00')
(4'07'08")
(105.32')
(S29'02'37"W 105.29')
LEGEND
)1( SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.";
• SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.";
PER POST MONUMENTATION NOTE (SEE SHEET 2)
■ SET 5/8" IRON ROD W/AC INSCRIBED "AKS ENGR.";
PER POST MONUMENTA110N NOTE (SEE SHEET 2)
FOUND 5/8" IRON ROD W/YPC INSCRIBED "DEVTECH";
PER R3; HELD
O FOUND 5/8" IRON ROD W/OPC INSCRIBED "BECON";
PER R8 OR R16; HELD
A FOUND 5/8" IRON ROD W/YPC INSCRIBED "DOWL";
PER R7 OR R15; HELD UNLESS NOTED OTHERWISE
W/YPC WITH A YELLOW PLASTIC CAP
W/OPC WITH A ORANGE PLASTIC CAP
W/AC WITH A 2" ALUMINUM CAP
INST. INSTRUMENT NUMBER DESCHUTES COUNTY OFFICIAL
RECORDS
PUE PUBLIC UTILITY EASEMENT
PAE PUBLIC PEDESTRIAN ACCESS EASEMENT
MEE MIDSTATE ELECTRIC EASEMENT
PRSE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
RWE-1 RETAINING WALL EASEMENT, TO BENEFIT LOTS 5 AND 6
DTL DETAIL, SEE SHEETS 11-13
(TYP) TYPICAL
SF SQUARE FEET
6
SCALE: 1 "= 40 FEET
INN 6p%ii�
40 0 8 20 40
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE #100
BEND, OR 97702
Z / /I /2--z5 —2— --5
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS:12 31 25
351
o*��UFO
oN
PNASE S
�gSTQATE
9?8)R,SB
SHEET 4 OF 13
/ �>> pp, 8,473 SF
/ ,gyp.
.1
F 139g96? SF oo / �
4 '
10,822 SF
/
1ltsS¢,
Q
�o
iIN�I 0
4 L
w I
/ 0 o
\ 0 r m
\
/ Ld
Gj m
/ m
' m m
0 0 0
ce3�
i
i 0
COLLIER
A REPEAT OF TRACT 'H' OF "DISCOVERY WEST, PHASE 3", asQ--�' �. � coNnN o
A PORTION OF TRACT 'C' OF "WESTGATE PHASE 3', 1e a� i ,' i Uf N
0
AND OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON "•'� ' � ' /
DECEMBER 8, 2023 Al
� `� � i �
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C5
R17
2035.00'
8'41'23"
308.64'
N22'38'10"E 308.34'
(2035.00')
(8'41'23")
(308.64')
(N22'38'10"E 308.34')
C13
1000.00'
7'04'39"
123.52'
N26'26'56"E 123.45'
C301
R8,R9,R16
R11,R17
1965.00'
8'41'23"
298.02'
N22'38'10"E 297.73'
(1965.00')
(8'41'23")
(298.02')
(N22'38'22"E 297.73')
(1965.00')
(8'41'23")
(298.02')
(N22'38'10"E 297.73')
C501
970.00'
112'26"
20.44'
S29723'02"W 20.44'
C502
970.00'
4'08'29"
70.11'
S26'42'34"W 70.10'
C503
970.00'
1'43'44"
29.27'
S23'46'28"W 29.27'
C504
R16
1965.00'
8*23'11
287.62'
N22'47'16"E 287.37'
(1965.00')
(8'23'03")
(287.54')
(S22'47'31 "E 287.29')
C505
R16
1965.00'
018'12"
10.40'
N18026'35"E 10.40'
(1965.00')
(018'19")
(10.47')
(S18926'50"W 10.47')
C506
970.00'
7'04'39"
119.82'
N26'26'56"E 119.74'
LEGEND
)1( SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.";
• SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.";
PER POST MONUMENTATION NOTE (SEE SHEET 2)
■ SET 5/8" IRON ROD W/AC INSCRIBED "AKS ENGR.";
PER POST MONUMENTATION NOTE (SEE SHEET 2)
OO FOUND 5/8" IRON ROD W/OPC INSCRIBED "BECON";
PER R8 OR R16; HELD
W/YPC WITH A YELLOW PLASTIC CAP
W/OPC WITH A ORANGE PLASTIC CAP
W/AC WITH A 2" ALUMINUM CAP
INST. INSTRUMENT NUMBER DESCHUTES COUNTY OFFICIAL
RECORDS
PUE PUBLIC UTILITY EASEMENT
PAE PUBLIC PEDESTRIAN ACCESS EASEMENT
MEE MIDSTATE ELECTRIC EASEMENT
PRSE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
RWE-1 RETAINING WALL EASEMENT, TO BENEFIT LOTS 5 AND 6
RWE-2 RETAINING WALL EASEMENT, TO BENEFIT LOTS 9-13
DTL DETAIL, SEE SHEETS 11-13
(TYP) TYPICAL
SF SQUARE FEET
N
SCALE: 1 "= 40 FEET
40 0 8 20 40
121 M /-Zoz- �
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11. 2021
JACOB ALLEN CARSON
94570PLS
RENEWS:12/31/25
oh '000.
OFo��q T-
oN
cry
ory 4 N
p� pry j O , O �i
\
ry � �
N
/Cv
N. c ^ry
TRACT B I / 10,53.
O 138,839 SF /
�A1� PNAS
2bJ
"SST 79 ^, Rom, �
^. ? `� / \
9,346 SF
Cb \ 6�
89,
Awl
/ N \
8
`V 4v 10,307 SF
SHEET 5 OF 141
6�OS243F \ \
SF / 30'
00
4
/ cb
p0
Illy
� / 0
O
N
/ ��, ryry/
M QJ
a
Q�
OT
V / w
O
0 0
C) Il-
hob h / / l 1 .00, c ry \ \ F 146.) . N '
/
is,
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE #100
BEND, OR 97762
DESCHUTES COUNT Y SUMEYOR
FiL.E� oe oz Zoz 13yei o _ r' s
9,380 SF /
,hry ,h�/ Ory �Q
h) Lo
o•
o-
�cu N r � \ 6j �O N co N o ` \ 06
Z: air
O
h /. 6 /
/
ry`b / ^ 8,963 SF
0 moo. w• A,) ryo
co/v/%j,FO o
/v SyFFT �
W-' 2 12 3 4 -
COLLIER NE�p�=
A REPEAT OF TRACT 'H' OF "DISCOVERY WEST, PHASE 3of, -�EEz ""0 3
51
A PORTION OF TRACT 'C OF "WESTGATE PHASE 3 72.56' (72/6)a,7
AND OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION 35, :�c��iR�� sire,+% � 10s<7
pTREEUN p
PHASE
TRACT 'G'
SHEET 6 OF 13
'���NANDN35E5
57 / 58
S89'54'52"E 687.71'
(46.68')F14
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, 3s / ' «s«9�,`�sE,soz'sjda°'° " 6s668
CITY OF BEND, DESCHUTES COUNTY, OREGON � � �� �
DECEMBER 8, 2023 ��q� �' ����
s .� s
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C6
R17
515.00'
12'2833"
112.14'
N24'31'45"E 111.92'
515.00'
12028'33"
112.14'
N24'31'45"E 111.92'
C7
R17
585.00'
16'23'04"
167.29'
N22'34'30"E 166.72'
585.00'
16'23'04"
167.29'
N22034'30"E 166.72'
C16
100.00'
85'23'26"
149.03'
N65'36'19"E 135.62'
C302
R8,R9,R16
R11,R17
585.00'
12'28'33"
127.38'
N24'31'45"E 127.13'
(585.00')
(12'28'33')
(127.38')
(S24'31'57"W 127.13')
(585.00')
(12-28'33")
(127.38')
(N24'31'45"E 127.13')
C303
R8,R9,R16
R11,R17
515.00'
14'23'26"
129.35'
N2334'19"E 129.01'
(515.00')
(14*22'55")
(129.27)
(N23'34'46"E 128.93')
(515.00')
(14-23'26")
(129.35')
(N23'34'19"E 129.01')
C601
585.00'
0'29'34"
5.03'
N30'31'15"E 5.03'
C602
585.00'
15'53'30"
162.26'
N22'19'43"E 161.74'
C603
130.00'
25050'58"
58.65'
S35'50'05"W 58.15'
C604
130.00'
31751'08"
72.27'
S64'41'08"W 71.34'
C605
130.00'
26058'54"
61.22'
N85053'51 "W 60.66'
C606
R16
585.00'
11'27'16"
116.95'
N24'01'07"E 116.76'
(585.00')
(11026'47")
(116.87)
(S24'01'04"W 116.68')
C607
R16
585.00'
1 *01'17"
10.43'
N30'15'24"E 10.43'
(585.00')
(1'01'46")
(10.51')
S30'15'20"W 10.51'
C608
130.00'
0042'26"
1.60'
N72'03'11"W 1.60'
C609
130.00'
85'2326"
193.74'
N65'36'19"E 176.31'
78
LEGEND
A-
)1(
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.";
•
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.";
o ,o) c�
PER POST MONUMENTATION NOTE (SEE SHEET 2)
■
SET 5/8" IRON ROD W/AC INSCRIBED "AKS ENGR.";
_cam =ZX)
PER POST MONUMENTATION NOTE (SEE SHEET 2)
O
FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR."; PER R13 OR R14; HELD
=z
11
FOUND 5/8" IRON ROD W/AC INSCRIBED "AKS
ENGR."; PER R13 OR R14; HELD
Oo
FOUND 5/8" IRON ROD W/OPC INSCRIBED "BECON";
35'
PER R8 OR R16; HELD
W/YPC
WITH A YELLOW PLASTIC CAP
W/OPC
WITH A ORANGE PLASTIC CAP
W/AC
WITH A 2" ALUMINUM CAP
INST.
INSTRUMENT NUMBER DESCHUTES COUNTY OFFICIAL
RECORDS
�q
SSE
SANITARY SEWER EASEMENT
PUE
PUBLIC UTILITY EASEMENT
REGISTERED
PROFESSIONAL
PAE
PUBLIC PEDESTRIAN ACCESS EASEMENT
LAND SURVEYOR
MEE
MIDSTATE ELECTRIC EASEMENT
PRSE
PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
RWE-2
RETAINING WALL EASEMENT, TO BENEFIT LOTS 9-13
DTL
DETAIL, SEE SHEETS 11-13
OREGON
(NTS)
NOT TO SCALE
MAY 11, 2021
(TYP)
TYPICAL
JACOB ALLEN CARSON
SF
SQUARE FEET
94570PLS
RENEWS: 12 31 25
259.31' (259.31')R13,R14
�v
1
Lo
1
18
W
18,758 SF
1 `-'
Lo
77
00 , / o00
04il�4 RIC
\ \ r �
1co
P/0 pF /
TRACT A
p\
FR Rjik4 /
37,966 SF
o
v/ /
of °C
/�
/
Q
4Q�
RASE 8" ?"'o„o �"o Q' �o �cO' Salp1,36" ,
o
c#j�� // / / 18 68. �Nrs
17
•�'� Q, / / / / ho 9,249 SFCV
, -�
> ii
DESCHUTES COUNT V SURVEYOR
TRACT V
138,839 SF / / c \ \ ?66�� / Ol OZ. 21OZ. ' O
8�w
ono � cV• // / / / \ \ / ,
211.51' (211.51)R14
65.70'
116.079
19
13,493 SF
C608 L=1.60'-
(NTS)
-C605 L=61.22' -
16
.0/ / ;� 9,420 SF p 00 /
os
13, Li
o 0
15 \
/ / \ 8,592 SF / J�/ w
\ \ .
s
6�OS?¢ m m
14
�
w / i N 10, 487 SF / = ry `� O1.20
' .91
Ap
/
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE /j100
BEND, OR 97702
1 l v ry 30 >0' \
13
Iwo
4
8,905 SF w
co)m LLj
\ ? ? 3'
M
A' / ¢ 9 06
`syF SCALE: 1 "= 40 FEET W o " I z W ��w
Z�o� i
12 \
\ \ \ , Z Z i� Y
\ 30, w^oMQ
40 0 8 20 40 cn r- z
Q N M L
J
O
fn U 00
m � r,
m Z
m 0
w Z
w Q
U 0
U 1=
U
Lu
� t=
Lu
CC
�a
� a
aMCC
Za Z
V
p
Z J
w
> Z
cc Z
� Z
� a
z a
oc �
Lu
W
Z �
0 9
W Ou-
9
COLLIER
A REPEAT OF TRACT 'H' OF "DISCOVERY WEST, PHASE 3
A PORTION OF TRACT 'C' OF "WESTGATE PHASE 3",
AND OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
DECEMBER 8, 2023
PLLD20220247
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C16
100.00'
85'23'26"
149.03'
N65'36'19"E 135.62'
C17
100.00'
71 *56'16"
125.56'
S35'43'50"E 117.47'
C18
100.00'
31'29'10"
54.95'
S15'30'17"E 54.26'
C19
250.00'
1921'20"
5.91'
N71014'28"E 5.91'
C20
395.00'
1310'00"
90.77'
N65'20'08"E 90.57'
C21
395.00'
31'39'39"
218.27'
N56'05'19"E 215.50'
C608
130.00'
0'42'26"
1.60'
N72'03'11"W 1.60'
C701
130.00'
25'51'06"
58.65'
N58'46'25"W 58.16'
C702
130.00'
34'3743"
78.57'
N28'32'00"W 77.38'
C703
130.00'
11'27'27"
26.00'
N05'29'25"W 25.95'
C704
70.00'
31'29'10"
38.47'
N15'30'17"W 37.99'
C705
425.00'
9'07'08"
67.64'
S67'21'34"W 67.57'
C706
220.00'
410'29"
16.03'
S69'49'54"W 16.03'
C707
130.00'
15'38'24"
35.49'
S23'25'40"E 35.38'
C708
130.00'
15'50'46"
35.95'
S07'41'05"E 35.84'
C709
70.00'
71 '56'16"
87.89'
S3543'50"E 82.23'
C710
70.00'
85023'26"
104.32'
N65'36'19"E 94.93'
C711
130.009
71 *56'16"
163.22'
S35'43'50"E 152.71'
C712
130.00'
3179'10"
71.44'
S15'30'17"E 70.54'
LEGEND
• SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR
PER POST MONUMENTATION NOTE (SEE SHEET 2)
■ SET 5/8" IRON ROD W/AC INSCRIBED "AKS ENGR."
PER POST MONUMENTATION NOTE (SEE SHEET 2)
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED
"AKS ENGR."; PER R13; HELD
p FOUND 5/8" IRON ROD W/YPC
INSCRIBED "HWA"; PER R4; HELD
W/YPC WITH A YELLOW PLASTIC CAP
W/AC WITH A 2" ALUMINUM CAP
INST. INSTRUMENT NUMBER DESCHUTES
COUNTY OFFICIAL RECORDS
OCRR OREGON CORNER RESTORATION RECORD
DTL DETAIL, SEE SHEETS 11-13
PRSE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
PSDE PRIVATE STORM EASEMENT
PUE PUBLIC UTILITY EASEMENT
(TYP) TYPICAL
(NTS) NOT TO SCALE
(R) RADIAL BEARING
SF SQUARE FEET
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE #100
BEND, OR 97702
ICI
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS: 12 31 25
359
19
211.51' (211.51')R14
S89"54'52"E 687.719
SCALE: 1 "= 40 FEET � /
40 0 8 20 40 G16 / \ 84 / / 10.84'
� N �' •4�'S8 E _.
"
_ w OC
84, �1C) �
/ 56 's 42 '<
�^ 10,006 SF �>
/ • \ � o' \ h QJ Q � CEO `S6:
S6 •
65 QS24
hoo \ 12.00,
z o 55
Q / c 57 \ ,' 9,077 SF
6,000 SF i / '
9.28'
-S89'45'42"E 120.00'- - - 1
00, ti \ 2� ho l j i
58 N o 54 0
i / � � 5,520 SF m
6,000 SF / / C, I D
cv i ry - --S89'45'42"E 120.00'- - -
41qw 00, co
/ 59 0 53 0 o
c �, 5,520 SF o Q
6,000 SF 0
/ \ S6 j0S2 o i'' - --S89'45'42"E 120.00'- - - I o =
00 \ 20 00,
PSDE
DTL o 52 0
/ 60 c z
/ 5,520 SF
6,600 SF
Qy
S89'45'42"E 120.00'
0' 2 00
/?0 h r`�� // , , � 1 I
ham. 00 TRACT TRACT C
70 010 SF 51
61 �; ' L
6,000 SF \ 6,271 SF M v
S89'45'42"E 117.87' J
o� \ l2Q 00h� / N44'45'42"W \
30
10.00 v
h � � /
62
6,000 SF
.. 00, ho
63
CONTINUED ON
SHEET 8
s�
/, l CIO
GT%'
EST "
to
NOR 30
CROSSING
1072
<r 00
cy- 0:: cy-
'ct O /
Ir] CV N nj
rM r7 NM
DESTROYED BY
CONSTRUCTION
RESET WITH ■
C19 L=5.91'
N71055'08"E 7.07'
SHEET 7 OF 13
J
w
o
0
00
o`o
U)
U
00
U
m
<
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r-
w
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O
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U)
CDmro oC)
�
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0 w
w =
1= U
� a
a
as
Z cl)
p
Z J
W C)
> Z
= Z
`n a
z
W
W
z N
uw
z0
w u.
9
�8 z1z34-
oEscwu=camrrsu��v
fl`ISot oLIzozq/I
BY. OI��Sowl
COLLIER
A REPEAT OF TRACT 'H' OF "DISCOVERY WEST, PHASE 3",
A PORTION OF TRACT 'C' OF "WESTGATE PHASE So 9
AND OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION 35,
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
DECEMBER 8, 2023
PLLD20220247
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
uaeiu'ii u� /
au7oru j
RFNFIR
PREPARED FOR � Q
HLISCH HOMES, INC.
'OSW LN
ABEND OR9]]��IQ0
O1h� ,l ry
O �
o j 2
J
/ R
/ 7
,0. ��p 96:65E
l�9 �zpf ��J) �b5zq� \
sa,
Vol
X
.
�,39 \
• ss �� F,\
LEGEND 9S
;'3s'°�
'9C' 9's
" " ". 9s3 FrA 8
SET 5/8 IRON ROD W/YPC INSCRIBED AKS ENGR.,
PER POST MONUMENTATION NOTE (SEE SHEET 2)
J
SET 5/8" IRON ROD W/AC INSCRIBED "AKS ENGR.";
PER POST MONUMENTATION NOTE (SEE SHEET 2) lo\
�j.�\�
FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA";
PER R4; HELD
W/YPC WITH A YELLOW PLASTIC CAP
W/AC WITH A 2" ALUMINUM CAP
INST. INSTRUMENT NUMBER DESCHUTES
COUNTY OFFICIAL RECORDS
(R) RADIAL BEARING
DTL DETAIL, SEE SHEETS 11-13
PRSE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
PSDE PRIVATE STORM EASEMENT
PUE PUBLIC UTILITY EASEMENT
(TYP) TYPICAL
DBC DESTROYED BY CONSTRUCTION, RESET WITH 5/8"
IRON ROD W/YPC INSCRIBED "AKS ENGR."
SF SQUARE FEET
coi '*4
OO
N
SyFFT,
0
CONTINUED ,ON SHEET 7
CURVE TABLE
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
CURVE
RADIUS
DELTA
LENGTH
CHORD
C19
250.00'
1'21'20"
5.91'
N7114'28"E 5.91'
C800
180.00'
9'51'27"
30.97'
N62'09'40"W 30.93,
C20
1 395.00'
1310'00
90.77'
N65'20'08"E 90.57'
C801
180.00'
3'48'23"
11.96'
N5519'45"W 11.96'
C21
395.00'
31'3939"
218.27'
N56'05'19"E 215.50'
C802
1030.00'
1'50'48"
33.20'
S39'20'05"W 33.20'
C22
395.00'
18029'39"
127.50'
N49'30'19"E 126.95'
C803
425.00'
3'43'38"
27.65'
S42'07'18"W 27.64'
C23
1000.00'
3'30'39"
61.27'
N38'30'10"E 61.26'
C804
425.00'
10*43'09"
79.51'
S49'2041 "W 79.40'
C24
1000.00'
13'22'32"
233.45'
N33034'13"E 232.92'
C805
365.00'
25'29'06"
162.35'
N59'10'35"E 161.02'
C25
150.00'
3'48'23"
9.97'
S551945"E 9.96'
C806
365.00'
610'33"
39.34'
N43'20'46"E 39.32'
C26
150.00'
9'51'27"
25.81'
S62'09'40"E 25.77'
C807
425.00'
14'26'47"
107.16'
S47'28'53"W 106.87'
C808
365.00'
31'39'39"
201.69'
N56'05'19"E 199.14'
5,520 SF
�°°-
47
\ `rir9Q 6,000 SF
\ \ �'F \ /
\ 7�?o ,
.° °
o
46
6,000 SF
tK
,3
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COLLIER
A REPEAT OF TRACT 'H' OF "DISCOVERY WEST, PHA
A Pf1RT1f1N (1F TRAf:T 'r.1 (1F "WFCT(;ATF PHACF
AND OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
DECEMBER 8, 2023
PLLD20220247
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C23
1000.00'
3'30'38"
61.27'
N38'30'10"E 61.26'
C24
1000.00'
13022'32"
233.45'
N33'34'13"E 232.92'
C27
1000.00'
9'51'54"
172.18'
N31'48'54"E 171.96'
C28
500.00'
7'56'56"
69.37'
N30'51'25"E 69.31'
C900
530.00'
7'56'56"
73.53'
N30'51'25"E 73.47'
C901
970.00'
117'18"
21.81'
N27031'36"E 21.81'
C902
970.00'
5'06'37"
86.52'
N30'4333"E 86.49'
C903
970.00'
4'50'03"
81.84'
N35'41'53"E 81.82'
C904
970.00'
2'08'34"
36.28'
N3911'12"E 36.28'
C905
970.00'
13'22'32"
226.45'
S3334'13"W 225.93'
LEGEND
• SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
PER POST MONUMENTA11ON NOTE (SEE SHEET 2)
■ SET 5/8" IRON ROD W/AC INSCRIBED "AKS ENGR.";
PER POST MONUMENTATION NOTE (SEE SHEET 2)
p FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA";
PER R4; HELD
A FOUND 5/8" IRON ROD W/YPC INSCRIBED "DOWL";
PER R7, R12 OR R15; HELD
FOUND 5/8" IRON ROD W/YPC INSCRIBED "DOWL";
PER R7, R12 OR R15; HELD; DESTROYED BY
CONSTRUCTION, RESET WITH 5/8" IRON ROD W/YPC
INSCRIBED "AKS ENGR."
FOUND 5/8" IRON ROD WITH 1-1/2" ALUMINUM CAP
INSCRIBED "DOWL"; PER R12; HELD
W/YPC WITH A YELLOW PLASTIC CAP
W/AC WITH A 2" ALUMINUM CAP
INST. INSTRUMENT NUMBER DESCHUTES COUNTY
OFFICIAL RECORDS
DTL DETAIL, SEE SHEETS 11-13
PRSE PRIVATE RECIPROCAL STORM DRAINAGE EASEMENT
PUE PUBLIC UTILITY EASEMENT
MEE MIDSTATE ELECTRIC EASEMENT
PSE PUBLIC STORM EASEMENT
DWME MIDSTATE ELECTRIC EASEMENT PER
"DISCOVERY WEST, PHASE 3"
(TYP) TYPICAL
(R) RADIAL BEARING
SF SQUARE FEET
(5.00')R12
4.94'
N89"57'41" W 73.06'
(S89'57'40"E 73.06')R12,R15
Z11�1/2vz-3
Vf1VVY AVVv.�\ Vf\�\VV�\
94570PLS
RENEWS: 12 31 25
ti '
PREPARED FOR
V
PAHLISCH HOMES, INC.
210 SW WILSON AVE #100
BEND, OR 97702
�Oc
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pDISCPRYPHASE 3 p INST. 2022-38234
N DESCHUTES COUNTY SURVLYBR
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SCALE: 1 "= 40 FEET
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INST.
2019-15898
SHEET 9 OF 13
CS 2 12 3 4 -
COLLIER 7 ( 3
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OS b
A REPLAT OF TRACT 'H' OF "DISCOVERY WEST, PHASE 3",`� 4°3� 4� PROFESSIONAL
„ LAND SURVEYOR
cvA PORTION OF TRACT C OF WESTGATE PHASE 3", _ co
ILI
SHEET 10 OF 13
AND OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION 35, j 30 04640 OREGON
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, � ,�� � o� �1pF � °N,sy s�^�E ,"-'° FEES
ucaa u�x ua:ox
CITY OF BEND, DESCHUTES COUNTY, OREGON � � a' ��, FFTB �'�;„u �o
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
R15
210.00'
3*15'27"
11.94'
S31'46'24"W 11.94'
(210.00')
(3'12'08")
(11.74')
(N31'39'36"E 11.74')
C2
R15
1256.00'
0'29'21"
10.72'
S32'33'32"W 10.72'
(1256.00')
(0'29'41 ")
(10.85')
(S32'33'06"W 10.85')
C3
R15
1130.00'
2'57'07"
58.22'
S28030'41 "W 58.21'
(1130.00')
(2'57'07")
(58.22')
(S28'31'35"W 58.2l')
C10
1160.00'
3002'05"
61.44'
N2828'12"E 61.43'
C13
1000.00'
7'04'39"
123.52'
N26'26'56"E 123.45'
C24
1000.00'
13'2232"
233.45'
N33'34'13"E 232.92'
C25
150.00'
3'48'23"
9.97'
S55'19'45"E 9.96'
C26
150.00'
9'5l'27"
25.81'
S62'09'40"E 25.77'
C27
1000.00'
9'51'54"
172.18'
N31'48'54"E 171.96'
C28
500.00'
75656"
69.37'
N30'51'25"E 69.31'
C29
200.00'
3'15'27"
11.37'
N31'4624"E 11.37'
C30
1246.00'
018'08'
6.57'
N3315'03"E 6.57'
C1000
1030.00'
0'02'09"
0.64'
N2958'11"E 0.64'
C1001
1030.00'
2*16'53"
41.01'
N28'48'40"E 41.01'
C1002
1030.00'
2017'07"
41.09'
N26'31'39"E 41.08'
C1003
1030.00'
2028'30"
44.49'
N24'08'51"E 44.49'
C1004
120.00'
9'51'27"
20.65'
S62'09'40"E 20.62'
C1005
120.00'
3'4823"
7.97'
S55'19'45"E 7.97'
C1006
1030.00'
2'23'46"
43.07'
S33'52'31 "W 43.07'
C1007
1030.00'
2*16'56"
41.03'
S31'32'10"W 41.02'
C1008
1030.00'
2*16'54*
41.02'
S2915'15'W 41.02'
C1009
1030.00'
1'13'51"
22.13'
S27'29'52"W 22.13'
C1010
470.00'
2016'55"
18.72'
S28'01'25"W 18.72'
C1011
470.00'
3'39'45"
30.04'
S30'59'45"W 30.04'
C1012
470.00'
2*00'16"
16.44'
S33'49'45"W 16.44'
C1013
R15
210.00'
1'49'24"
6.68'
N31'03'22"E 6.68'
(210.00')
(1046-59")
(6.54')
(N30o57'02"E 6.54')
C1014
R15
210.00'
1'26'03"
5.26'
N32'4l'O6"E 5.26'
(210.00')
(1'25'09")
(5.20')
(N32'33'06"E 5.20')
C1015
1256.00'
0'35'55"
13.13'
S33'06'10"W 13.12'
C1016
190.00'
3*15'27"
10.80'
S31'46'24"W 10.80'
C1017
1030.00'
811'27"
147.25'
S30'58'41"W 147.12'
C1018
470.00'
7'56'56"
65.20'
N30'51'25"E 65.15'
C1019
1256.00'
1'05'16"
23.85'
S32'51'29"W 23.85'
C1020
1 1030.00'
1 7'04'39"
1 127.23'
N26'26'56"E 127.15'
DECEMBER 8, 2023 � "S
�� ->''
N o\ S>F
�^' � o
PLLD20220247 v ,� 68 86 ..�s.
5,449 SF
v o p 95,, /• �
i oryo ,o' 20 F �S '°\
LEGEND v ' �o �,� '>>' C25
SET 5/8 IRON ROD W/YPC INSCRIBED -AKS ENGR. , 69 A
PER POST MONUMENTATION NOTE (SEE SHEET 2) � SS9S14,525 SF
■ SET 5 8" IRON ROD W AC INSCRIBED "AKS ENGR."; D� o0 0.. '
PER POST MONUMENTATION NOTE (SEE SHEET 2) °F
/ 0 �3 3
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED "DOWL"; �� , �' 9?��CJ0' p0 `�' �S�F
PER R7, R12 OR R15; HELD �' 70 42 \ .�o
5,312 SF � FOUND 5/8" IRON ROD W/YPC INSCRIBED "DOWL"; 4,452 SF � , o� SSgs , C1005 i
PER R7, R12 OR R15; HELD; DESTROYED BY , •� CIO S12 h 1 "
CONSTRUCTION, RESET WITH 5/8" IRON ROD W/YPC moo' ��,r 00 �` OF o ?°F L=7.97 i i N53 25� 4 W 17.60
INSCRIBED "AKS ENGR."�6y�. 1082¢, oo ti >>gj, ^o�0 30.
0 FOUND 5/8" IRON ROD WITH 1-1/2" ALUMINUM CAP 41
= 71 /
INSCRIBED "DOWL"; PER R12; HELD4,562 SF
W/YPC WITH A YELLOW PLASTIC CAP �� (91 \ S9S�? 4,436 SF �v o� �o 9S,20ry
W/AC WITH A 2 ALUMINUM CAP V �� OF °` tiQ�� F�`�
INST. INSTRUMENT NUMBER DESCHUTES COUNTY po^
OFFICIAL RECORDS 72 \ v 40 �,^�h
DTL DETAIL, SEE SHEETS 11-13 / SS , 4,439 SF V ;� SS9, 4,555 SFPRSE PRIVATE RECIPROCAL PSE
PSE PUBLIC STORM EASEMENT
DRAINAGE EASEMENTS 9S,20Q'`�, 5120,E DTL
PUE PUBLIC U11UTY EASEMENT ' % F°80 , �1ys�, o`ti� 00
PAE PUBLIC PEDESTRIAN ACCESS EASEMENT / 73 ? °�o �� 39 �p '
MEE MIDSTATE ELECTRIC EASEMENT ' �% S 4,647 SF c� o ' S 9 4,636 SF
(TYP) TYPICAL o 61 S¢, oo S Sj2
(NTS) NOT TO SCALE ^� 36. a, 04' ,�`'� °F cv
(R) RADIAL BEARING ' / �/Q F 10,> 17
��,'`p i
SF SQUARE FEET ho J� / S 3 qCT ' , °� ^o '�`' alEP
'
¢ moo, ,�
F 101> ^o �� 4. mho
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74 "' DTL •SSA 0 ^!
•ho , / SS • 5,027 SF o 861S , SF h� .h`y %�
PREPARED FOR c,� �`�' ��' 95,2°� ' ¢�6F �, F
PAHUSCH HOMES, INC. __``� / 10)6 '
210 SW WILSON AVE #100 , J_ 9 o`b S61 , 3S cT ' , c ,moo V i j
BEND, OR 97702 75 ry S¢3 . I _` J
SS94,634 SF F 116�
9 , o c,� k, '
,
38
110, h �; V ry o?• V
5,450 SF76
°3 L=16.44'
SS , 4,719 SF �°�' F 1 C1012 i c
000'
9S12pry ' `y �O�' 1 1373. PSE
(F F 110"> �� a i 37 DTL ,�,. ���
� o� 0 0
/ ,,,. �
a 77 ' 114 5,497 SF A - �^ �o �? a
5,153 SF 14.54 cb
Av
�sq •"�� °-0 o,'` �SsooS9� hti .�`� .o�h 77
DTL ^� hh• .� '2j' 8 ��'' �` 3o• h°`
o S8. (THIS c.� ,,,,ti h F 709 JD
ti r"S8• �8' SHEET) .� Al •� >>' 90 /
Aj 6 00� a o oa J,Q,S 8 (36.53 )R12
�'`� o. INST. a 36.53' , �' ��' c „� a
1°S� �s a ` 2022-20620 ° (5.00')R12 V�%
.05
.00 s�R19p ° �. N 7� v� N344953"E 4.94'a,`�'h �� h
C1 N 34 49 53 E 4.90 89 5 41 W C4C). o C�
Doi, a EXHIBIT 'B' C2 L_10.72 L=11.94 (S34'49'27"W 4.90')R15 73.06' ,;h�V�p (11.9l')R12 �' o'/ (11.95')R 2
�oOF INST. (L-10.85')R15 (L=11.74')R15 (S89 57 40 E 73.06 )R12,R15 11.91' 11.95'
2022-25828 - WfsT a a '
�N N89057'41'OW 23.86' CpVERY 3' N89'S7'41 „W 23.86'
30 hQ�(S89 57 40 E 23.86 )R15 INST. pIS PNASE (S89'57'41"E 23.86')R15
Nti 2023-07011
6094 a ,� ALLEY DETAIL
(N ��9 lap �' _. a DESCHUM M COUSURMOR `' SCALE: 1 "= 10'
1� ..2,6 O/ dZ ZUZ. .�
IRIS BY
9-�' x 1234-
COLLIER eq`
A REPEAT OF TRACT 'H' OF "DISCOVERY WEST, PHASE 3", S FA ySEp>ys<irysly F , - -
A PORTION OF TRACT 'C OF "WESTGATE PHASE 3�� `�474���FET � S"Fr w o'��a \ ,
AND OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION 35, `cs'fi9ry�,�
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, � � ' � „'°°`°'" �'9 � -;Ej'
CITY OF BEND, DESCHUTES COUNTY, OREGON e , L�"ss.� ;�. H/ - Sg�
DECEMBER 8 2023 ; �� C1123 9 %`��' � �,
PLLD20220247 ....,.,.l I.IC. Q«..,1«.,«. �=,33e�`�'�e i,.6� '/�da .,
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C4
1535.00'
2'58'23"
79.65'
S28'28'03"W 79.64'
C7
585.00'
16023'04"
167.29'
N22'34'30"E 166.72'
C1101
1535.50'
259'31"
80.18'
S28'28'37"W 80.17'
C1102
94.00'
0047'05"
1.29'
S27'22'24"W 1.29'
C1103
294.00'
8'16'29"
42.46'
S31'54'11 "W 42.42'
C1104
200.00'
16'22'51"
57.18'
N27'51'00"E 56.99'
C1105
350.00'
1'40'42"
10.25'
N17040'26"E 10.25'
C1107
585.00'
0'29'34"
5.03'
N30'31'15"E 5.03'
C1108
585.00'
15'53'29"
162.26'
N22'19'43"E 161.74'
C1109
344.00"
9043'58"
58.43'
S21042'04"W 58.36'
C1110
344.00'
3*3391 on
21.33'
S18'36'40"W 21.33'
C1111
344.00'
6'10'48"
37.11'
S232839"W 37.09'
C1112
585.50'
11'46'09"
120.27'
S20'15'18"W 120.06'
C1113
669.25'
0'23'58"
4.67'
N26'22'04"E 4.67'
C1114
500.00'
4004'55"
35.62'
N21'42'02"E 35.61'
C1115
500.00'
6'54'24"
60.27'
N20'17'17"E 60.24'
C1116
20.00'
70734'13"
24.63'
S78'27'23"W 23.11'
C1117
50.00'
12'42'59"
11.10'
S364847"W 11.07'
C1118
50.00'
14'19'49"
12.51'
S3737'12"W 12.47'
C1119
50.00'
26'30'05"
23.13'
S31'32'04"W 22.92'
TRACT 'B'
PAE DETAIL
SCALE: 1 "= 40'
S89'57'41 "E
0.60'
1ti
ct)
N19'39'34"E-T" / c�
' 200.94' / / / / C1122 / / / / / _ --N84'31'43"W-� �
L=9.33' /roc, / / -S87 22 41 W- 6.38'
is N / � / / P 0 � C1135 C113C1136
0Q00' 3 • C1104 / / / s(a' oc', / / / ���'/ / - L=8.64, L-15.70 - - _�_g 78
R
SHEET 11 OF 13
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE #100
BEND, OR 97702
18
Fv1OgTj� yTOF S L=57.18' / / �'i / C1121 ��q' "^� / � �, _ oo\ �pp0
N p �!y L=7.67 f // o• P�
S00 48 52 E / / / , / ( , TRACT A \
,� / / /.i / 10.72
\? co CN\,
C1119 -- S89'54'53"E 72.56'
_
0� / / / 120 , L=23.13'�/ / / �o / 36.37' - 36.19'
'� //� // / / pq£0
Itv
L-162.26
w
ce,
�-, / 4e o mac' v / 17
C1118 / / / ry N
S89'54'59"E 0.52'
p 50'
PAE
o
� / / ,,,o moo• / ,,;o `v C1113 L=4.67'
� o
� // / / , / / `rye / � �� ' ;o'� o^•, /
/ C1111
! / �� OQ �L=37.11
C1117 1� / / __`` �. �ry C1109
L 11.10 � J_ L=58.43'
10.00 / S43'10'16"W �o� / / 16 V o ry / 3.76'
'O�� gFFS / 11.70' `',''�/ / , �"� ^��h C1110
C1116
/moo °o N " L=24.63' , C1126 L=21.33'
N66'15 31 W / L=7.90,
9.92 ♦ , / / C1105
-C1102 L=1.29'
S26'58'52"W
11.47'
l p 00,
/
TRACT 'B'
PAE DETAIL
SCALE: 1 "= 40'
MATCHLINE 1
SEE THIS SHEET
/ / L=10.25
s �♦ `
FFT cy, *410*
yissNF3♦ �
yFF�
TRACT 'A' AND 'B' PAE
DETAIL
SCALE: 1 "= 20'
i�
LEGEND
PAE PUBLIC PEDESTRIAN ACCESS EASEMENT
' j .Cv
/ �' c�
N ii Q
qr�y ♦ ♦ � ' l
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TRACT 'A' AND 'B' PAE
DETAIL
SCALE: 1 "= 40'
t 2-11q/2 a-3
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS:12/31/25
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1120
50.00'
19005'54"
16.67'
S08044'05"W 16.59'
C1121
15.00'
2917'58"
7.67'
S13'50'07"W 7.59'
C1122
50.00'
10*41'17"
9.33'
S23'08'28"W 9.31'
C1123
30.00'
25033'06"
13.38'
S30034'22"W 13.27'
C1124
50.00'
11'03'33"
9.65'
S37'49'09"W 9.64'
C1125
300.00'
116'38"
6.69'
S31'39'03"W 6.69'
C1126
300.00'
1'30'33"
7.90'
S30'1527"W 7.90'
C1127
200.00'
3'39'38"
12.78'
S27'40'21 "W 12.78'
C1128
50.00'
23'41'26"
20.67'
S37'41'15"W 20.53'
C1129
50.00'
14'36'47"
12.75'
S56'50'22"W 12.72'
C1130
8.00'
17826'13"
24.91'
N2638'08"W 16.00'
C1131
50.00'
2348'25"
20.78'
N50'40'45"E 20.63'
C1132
8.00'
217'28'01
30.36'
N6957'28"W 15.15'
C1133
20.00'
86'04'10"
30.04'
S44'20'36"W 27.30'
C1134
50.00'
9'53'50"
8.64'
S82'25'46"W 8.63'
C1135
50.00'
17059'27"
15.70'
S86'28'34"W 15.64'
C1136
18.00'
31'07'36"
9.78'
S79'5429"W 9.66'`
C1137
130.00'
9'08'08"
20.73'
S4411'30"W 20.71'
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SHEET 12 OF 131
COLLIER
A-REPLAT OF TRACT 'H' OF "DISCOVERY WEST, PHASE 3",
A PORTION OF TRACT 'C' OF "WESTGATE PHASE 3",
AND OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAME MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
DECEMBER 8, 2023
PLLD20220247
TRACT 'A' SSE
DETAIL
SCALE: lit= 30'
30,
ko-
2
359
LEGEND
SSE SANITARY SEWER EASEMENT
MEE MIDSTATE ELECTRIC EASEMENT,
DWME MIDSTATE ELECTRIC EASEMENT, PER
"DISCOVERY WEST, PHASE 3"
v �� N26 52 57 E 22.38 CURVE TABLE
O/V61' CURVE RADIUS DELTA LENGTH CHORD
C4 1535.00' 258'23" 79.65' N28'28'03"E 79.64'
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C5 2035.00' 8'41'23" 308.64' N22'38'10"E 308.34'
IV61 Sg3� Lin o rn
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,hip °O o 10O TRACT �H� C6 515.00' 12'28'33" 112.14' N24'31'45"E 111.92' PREPARED FOR
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�, N C601 585.01' O'29'34" 5.03' N30'31'15"E 5.03'
,�� �h� �"�• w a, o M PAHLISCH HOMES, INC.
L' . � M `�' � C602 585.01' 15'53'29" 162.26' N22'19'43"E 161.74' 210 SW WILSON AVE #100
N LQ CV
o BEND, OR 97702
`�'ry Z C1300 585.01' 1'29'28" 15.22' N15'07'43"E 15.22'
N60S0'i "�,3 -F30.00, 12 ��cl /Zv�3
DWME C1301 585.01' 2'01'05" 20.61' N1652'59"E 20.60'
¢Slk ¢S0• REGISTERED
TRACT 'H' MEE
C1303 130.00' 16'42'50" 37.92' S31'16'01"W 37.79' PROFESSIONAL
SURVEYOR
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AND DWME C1304 130.00' 9'08'08" 20.73' S44"11'30"W 20.71'
DETAIL C1310 530.00' 232'30" 23.51' N33'33'38"E 23.51'
SCALE: 1 "= 50' C1311 530.00' 314'49" 30.04' N30'39'59"E 30.03' OREGON
MAY 11, 2021
C1312 530.00' 2'09'37" 19.98' N27'57'46"E 19.98' JACOB ALLEN CARSON
94570PLS
9S 212-
RENEWS.-12/31/25
COLLIER
A REPEAT OF TRACT 'H' OF "DISCOVERY WEST, PHASE 3",
A PORTION OF TRACT 'C' OF "WESTGATE PHASE 3",
AND OTHER LANDS LOCATED IN THE NORTHEAST 1/4 OF SECTION 35,
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
DECEMBER 8, 2023
PLLD20220247
S67'05'24"E
o -10.00'
o
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i 1000,
TRACT 'C'
TRACT 'C'
PSDE
DETAIL
SCALE: 1 "= 30'
SCALE: 1 "= 30 FEET
30 0 6 15 30
60 0 ; -7000,
44
hp /
61
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TRACT 'C'
PSDE
63 DETAIL
S67'05'24"E
♦ ♦ 10.00' SCALE: 1 "= 30'
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TRACT 'C'
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42
41 N58'00'37"W
A� 2.00'
SF �
C1321--,,`
L=23.60' /
40 C1320
L=23.55' , Q•
S59'19'14"E V
2.00' C1319 O
t=5.11 v
30.
/.,0
LOT 41 PSE
DETAIL
SCALE: 1 "= 30'
SHEET 13 OF 13
DESCHUTES COUNTY SURVEYOR
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v S4015'29"W 17.13'
� / N49'44'31 "W 2.00'
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S40'1529"W 26.26'
2
C1313 ,oSeo-
L=6.74 S4015 29 W 26.26
314
S55'10'07"/2�01'
L=s.73' 33
?00, N50'08'24"W 2.00'
'°S /
F3 • LOT 33 PSE
N34'49'53"E 20.40' � DETAIL
4'49'53"W 20.40' Q.
SCALE: 1 "= 30'
N55'10'07"W 2.00'9'53"W 7.87'
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LOT 38 PSE 4"qQ �?Oo• N55'52'14"W 2.00'
O AsF
DETAIL v C1315
SCALE: 1 "= 30' 0 L=14.37' '*�- 34
V C1316 C1317
L=15.63' L=14.34'
S56'43'08"E 2.00'
C1318
30' L=15.59'
N57'38'31"W 2.00'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1313
970.00'
0'23'54"
6.74'
S40'03'33"W 6.74'
C1314
968.00'
0'23'54"
6.73'
S40'03'33"W 6.73'
C1315
970.00'
0050'55"
14.37'
S33'42'19"W 14.37'
C1316
970.00'
0'55'23"
15.63'
S3249'10"W 15.62'
C1317
968.00'
0'50'55"
14.34'
S3342'19"W 14.34'
C1318
968.00'
075523"
15.59'
S32'49'10"W 15.59'
C1319
1030.00'
017'04"
5.11'
S30032'14"W 5.11'
C1320
1030.00'
118'37"
23.55'
S31'20'05"W 23.55'
C1321
1032.00'
118'37"
23.60'
S31'20'05"W 23.60'
35
LOTS 34 AND 35 PSE
DETAILS
SCALE: 1 "= 30'
/
/10-
A;'
/
Coo
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0
110
TRACT 'D'
o�
.0
LEGEND '
,S6
PUBLIC STORM EASEMENT
PRIVATE STORM EASEMENT C
REGISTERED '`�' Q
PROFESSIONAL S28'05'16"W 12.00'
PREPARED FOR OREGON TRACT 'D' AND TRACT 'G'
PAHWI HOMES, INC. MAY 11, JACOB ALLEN2CARSON PSE DETAILS
021
210 SWW WILSON AVE #100 94570PLS
BEND, OR 97702 orurwc. 19 %1 9s SCALE: 1 30'
CS 2 123 4 -