HomeMy WebLinkAboutSurvey 21258A TRACT OF LAND LOCATED IN
TOWNSHIP 17 SOUTH, RANGE 11 EAST,
TAI I INIFa PHASES 1
THE SOUTHWEST 1/4 OF THE
WILLAMETTE MERIDIAN, CITY
DECEMBER 14, 2023
PLLD20220380
AND 2
SH EET 1 OF 7
NORTHWEST 1/4 OF SECTION 25,
OF BEND, DESCHUTES COUNTY, OREGON
SURVEYOR'S CERTIFICATE
I, JACOB ALLEN CARBON, HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED Wlhl PROPER MONUMENTS THE LANDS SHOWN ON THE ANNEXED MAP OF "TALLINE, PHASES 1 AND 2", SITUATED IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF
SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON, AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT, BEING A FOUND 5/8 INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "HWA", LOCATED AT THE NORTHWEST CORNER OF LOT 3 OF "AWBREY RIDGE, PHASE li" RECORDED JUNE 4, 2001, IN PLAT CABINET E, PAGE 631, DESCHUTES
COUNTY OFFICIAL RECORDS, ALSO BEING ON THE EAST LINE OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 25; THENCE ALONG SAID EAST LINE, SOUTH 00'08'36" WEST 1281.35 FEET TO THE CENTER -WEST SIXTEENTH CORNER OF SAID SECTION
25; THENCE ALONG THE SOUTH LINE OF SAID SOUTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 25, SOUTH 89'55'07" WEST 771.77 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF SHEVLIN PARK ROAD (30.00 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 1462.39 FEET (RADIUS POINT BEARS SOUTH 74'13'12" WEST), A CENTRAL ANGLE OF 6'12'09", AN ARC LENGTH OF 158.31 FEET, AND A CHORD OF
NORTH 18652'53" WEST 158.23 FEET TO A POINT OF NON -TANGENCY; THENCE NORTH 21059'43" WEST 258.28 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE LEFT WITH A RADIUS OF 602.96 FEET (RADIUS POINT BEARS SOUTH 68007'49" WEST), A CENTRAL ANGLE
OF 34'53'45", AN ARC LENGTH OF 367.23 FEET, AND A CHORD OF NORTH 39'19'04" WEST 361.58 FEET TO A POINT OF NON -TANGENCY; THENCE NORTH 56'4939" WEST 196.94 FEET TO THE SOUTHERLY CORNER OF THE 20.00 FOOT WIDE RIGHT-OF-WAY DEDICATION OF
"SHEVLIN ESTATES" RECORDED APRIL 29, 2016, AS INSTRUMENT NUMBER 2016-016367, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG THE EASTERLY TERMINUS OF SAID RIGHT-OF-WAY DEDICATION, NORTH 00'04'04" EAST 23.88 FEET TO THE NORTHEASTERLY
RIGHT-OF-WAY LINE OF SAID SHEVLIN PARK ROAD (50.00 FEET FROM CENTERLINE); THENCE LEAVING SAID NORTHEASTERLY RIGHT-OF-WAY LINE, SOUTH 56'49'39" EAST 209.32 FEET, THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 622.96 FEET, A CENTRAL
ANGLE OF 25'57'20", AN ARC LENGTH OF 282.21 FEET, AND A CHORD OF SOUTH 43'50'59" EAST 279.80 FEET; THENCE SOUTH 30'52'19" EAST 54.55 FEET, THENCE SOUTH 35'32'56" EAST 53.60 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 84.00 FEET,
A CENTRAL ANGLE OF 19051'22"1 AN ARC LENGTH OF 29.11 FEET, AND A CHORD OF SOUTH 45'28'37" EAST 28.97 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 124.00 FEET, A CENTRAL ANGLE OF 27'16'26", AN ARC LENGTH OF 59.03 FEET, AND A
CHORD OF SOUTH 69'02'31" EAST 58.47 FEET, THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 84.00 FEET, A CENTRAL ANGLE OF 17-54'32", AN ARC LENGTH OF 26.26 FEET, AND A CHORD OF NORTH 88'22'00" EAST 26.15 FEET TO A POINT OF NON -TANGENCY;
THENCE ALONG A NON -TANGENT CURVE TO THE LEFT WITH A RADIUS OF 462.00 FEET (RADIUS POINT BEARS NORTH 25'09'44" WEST), A CENTRAL ANGLE OF 35006'38", AN ARC LENGTH OF 283.11 FEET, AND A CHORD OF NORTH 4716'57" EAST 278.70 FEET TO A POINT
OF NON -TANGENCY; THENCE SOUTH 60'1622" EAST 73.00 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 535.00 FEET (RADIUS POINT BEARS NORTH 60'16'22" WEST), A CENTRAL ANGLE OF 1'30'43", AN ARC LENGTH OF 14.12 FEET, AND
A CHORD OF SOUTH 30'29'00" WEST 14.12 FEET TO A POINT OF NON -TANGENCY; THENCE SOUTH 55'32'47" EAST 240.05 FEET, THENCE ALONG A NON -TANGENT CURVE TO THE LEFT WITH A RADIUS OF 140.00 FEET (RADIUS POINT BEARS NORTH 67'00'54" WEST), A
CENTRAL ANGLE OF 22'50'30", AN ARC LENGTH OF 55.81 FEET, AND A CHORD OF NORTH 11033'51" EAST 55.44 FEET; THENCE NORTH 00'08'36" EAST 755.52 FEET; THENCE SOUTH 89'51'24" EAST 78.84 FEET; THENCE SOUTH 54033'03" EAST 35.34 FEET; THENCE ALONG A
NON -TANGENT CURVE TO THE RIGHT WITH A RADIUS OF 54.00 FEET (RADIUS POINT BEARS SOUTH 43'34'14" EAST), A CENTRAL ANGLE OF 43'42'53", AN ARC LENGTH OF 41.20 FEET, AND A CHORD OF NORTH 68017'13" EAST 40.21 FEET TO A POINT OF NON -TANGENCY;
THENCE NORTH 00'00'33" EAST 120.21 FEET, THENCE SOUTH 89'5927" EAST 170.28 FEET TO THE INITIAL POINT.
THE ABOVE TRACT OF LAND CONTAINS 14.33 ACRES, MORE OR LESS.
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE AND MONUMENT THE PROPERTY DESCRIBED IN INSTRUMENT NUMBER 2020-71069, DESCHUTES COUNTY OFFICIAL RECORDS, INTO LOTS, ROADS, AND EASEMENTS, AS SHOWN HEREON.
THE BASIS OF BEARINGS FOR THIS PLAT WERE ESTABLISHED PER COUNTY SURVEY NUMBER 20636, FILED ON OCTOBER 15, 2021, WHICH WAS BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS). THE BEARING ALONG THE EAST LINE OF SAID SOUTHWEST QUARTER
OF THE NORTHWEST QUARTER OF SECTION 25 IS SOUTH 00008'36" WEST. BOUNDARY RESOLUTION AND MONUMENTS FROM SAID SURVEY WERE HELD ALONG THE EASTERLY RIGHT-OF-WAY OF SHEVLIN PARK ROAD, AND THE SOUTH AND EAST LINES OF THE SOUTHWEST
QUARTER OF THE NORTHWEST QUARTER OF OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN. THE EASTERLY LINE OF THE RIGHT-OF-WAY DEDICATION ALONG SHEVLIN PARK ROAD, THE NORTHERLY, AND WESTERLY LINES, ARE PER THE
REQUIREMENTS OF THE DECLARANT OF THIS PLAT.
PLAT NOTES
t. THIS PLAT IS SUBJECT TO THE CONDITIONS OF APPROVAL SET FORTH IN CITY OF BEND PROJECT NUMBER PLLD20220380.
2. THIS PLAT IS SUBJECT TO AN EASEMENT AND RIGHT-OF-WAY, 10 FEET IN WIDTH, FOR AN UNDERGROUND ELECTRIC DISTRIBUTION LINE OF ONE OR MORE CONDUCTORS AND ALL NECESSARY OF DESIRABLE APPURTENANCES, TO BENEFIT PACIFIC POWER & LIGHT COMPANY,
RECORDED JANUARY 2, 1991, AS VOLUME 226, PAGE 308, DESCHUTES COUNTY OFFICIAL RECORDS. AS SHOWN.
3. THIS PLAT IS SUBJECT TO THE INFRASTRUCTURE DEVELOPMENT AGREEMENT, RECORDED NOVEMBER 16, 2018, AS INSTRUMENT NUMBER 2018-45904, DESCHUTES COUNTY OFFICIAL RECORDS.
4. THIS PLAT IS SUBJECT TO THE DECLARATION OF RESTRICTIVE COVENANT, RECORDED DECEMBER 29, 2020, AS INSTRUMENT NUMBER 2020-71071, DESCHUTES COUNTY OFFICIAL RECORDS.
5. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED MARCH 22, 2023, AS INSTRUMENT NUMBER 2023-06514, DESCHUTES COUNTY OFFICIAL RECORDS.
6. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED MARCH 22, 2023, AS INSTRUMENT NUMBER 2023-06515, DESCHUTES COUNTY OFFICIAL RECORDS.
7. THIS PLAT IS SUBJECT TO A DEED OF TRUST WHICH BENEFITS COMMUNITY FINANCIAL CORPORATION, AN OREGON CORPORATION, RECORDED APRIL 4, 2023, AS INSTRUMENT NUMBER 2023-07605, DESCHUTES COUNTY OFFICIAL RECORDS.
8. THIS PLAT IS SUBJECT TO A PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED APRIL 14, 2023, AS INSTRUMENT NUMBER 2023-08648, DESCHUTES COUNTY OFFICIAL RECORDS.
9. THIS PLAT IS SUBJECT TO A SECURITY AND IMPROVEMENT AGREEMENT, RECORDED JANUARY 8, 2024, AS INSTRUMENT NUMBER 2024-00568, DESCHUTES COUNTY OFFICIAL RECORDS.
10. THIS PLAT IS SUBJECT TO A CONSENT TO USE AGREEMENT, RECORDED JANUARY 24, 2024, AS INSTRUMENT NUMBER 2024-01795, DESCHUTES COUNTY OFFICIAL RECORDS.
11. THIS PLAT IS SUBJECT TO AN EASEMENT FOR A RIGHT-OF-WAY, FOR THE CONSTRUCTION, RECONSTRUCTION, OPERATION, MAINTENANCE, REPAIR, REPLACEMENT, ENLARGEMENT, AND REMOVAL OF ELECTRIC POWER TRANSMISSION, DISTRIBUTION, AND COMMUNICATION LINES
AND ALL NECESSARY OR DESIRABLE ACCESSORIES AND APPURTENANCES, TO BENEFIT PACIFICORP, RECORDED JANUARY 24, 2024, AS INSTRUMENT NUMBER 2024-01796, DESCHUTES COUNTY OFFICIAL RECORDS.
12. THIS PLAT IS SUBJECT TO A TEMPORARY EASEMENT FOR A RIGHT-OF-WAY, FOR FOR THE CONSTRUCTION OF ELECTRIC POWER TRANSMISSION, DISTRIBUTION AND COMMUNICATION LINES AND ALL NECESSARY OR DESIRABLE ACCESSORIES AND APPURTENANCES, TO
BENEFIT PACIFICORP, RECORDED JANUARY 24, 2024, AS INSTRUMENT NUMBER 2024-01797, DESCHUTES COUNTY OFFICIAL RECORDS. THE TERM IS TO BE FROM FROM THE DATE OF EXECUTION OF THIS EASEMENT UNTIL SAID EASEMENT AREA IS DEDICATED AS PUBLIC
ROADWAYS. THE EASEMENT AREA DESCRIBED ON EXHIBIT A-1, AND DEPICTED ON EXHIBIT B-1 OF SAID INSTRUMENT LIES ENTIRELY WITHIN PUBLIC RIGHTS -OF -WAY BEING DEDICATED BY THIS PLAT, AND IS NOT SHOWN HEREON.
17. PER CITY OF BEND LAND USE DECISION PLLD20220380, LOTS 19-34 MUST TAKE VEHICULAR ACCESS FROM THE ABUTTING ALLEY.
DECLARATION
KNOW ALL PERSONS BY THESE PRESENTS THAT SKYLINE RANCH NORTHWEST LLC, AN OREGON LIMITED LIABILITY COMPANY, IS THE OWNER OF THE LAND SHOWN ON THIS PLAT
AND AS PARTICULARLY DESCRIBED IN THE ACCOMPANYING SURVEYOR'S CERTIFICATE, AND HAS CAUSED THE SAME TO BE SURVEYED, AND PLATTED INTO LOTS, ROADS AND
EASEMENTS AS SHOWN ON SAID MAP IN ACCORDANCE WITH THE PROVISIONS OF THE OREGON REVISED STATUTES CHAPTER 92;
AND DOES HEREBY DEDICATE TO THE PUBLIC FOREVER, FOR ROAD AND UTILITY PURPOSES, THE STREET RIGHT-OF-WAY OF NW SHEVLIN PARK ROAD, NW SKYLINE RANCH
ROAD, NW NORDIC AVENUE, NW WAYMAKER COURT, NW POLARSTAR AVENUE, NW POLARSTAR COURT, AND THE ALLEY, AS SHOWN HEREON;
AND FURTHER DEDICATES TO THE PUBLIC FOREVER, THE PUBLIC UTILITY EASEMENTS (PUE) SHOWN AND NOTED HEREIN, AS EASEMENT AREAS FOR THE INSTALLATION AND
MAINTENANCE OF UNDERGROUND UTILITY SERVICES AND THEIR ABOVE GROUND APPURTENANCES. 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 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 71ME 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;
AND DOES HEREBY GRANT TO THE CITY OF BEND THE CITY STORMWATER EASEMENT (CSE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO THE CITY OF BEND THE CITY WATER EASEMENTS (CWE), AS SHOWN HEREON;
AND DOES HEREBY GRANT TO THE CITY OF BEND THE PUBLIC SIDEWALK EASEMENTS (PSWE), AS SHOWN HEREON;
AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "TALLINE, PHASES 1 & 2 HENCEFORTH TO BE SO KNOWN.
(SEE SHEET 2 FOR DECLARATION SIGNATURE)
.2- /4C/zoz y
rLREGISTERED
PROFESSIONAL
AND SURVEYOR
OREGON
MAY 11, 2021
JAf:06 ALLEN CARBON
94570PL5
RENEWS: i 25
SHEET INDEX
1. SURVEYOR'S CERTIFICATE, SURVEYOR'S NARRATIVE, PLAT NOTES, AND
DECLARATION
2. DECLARATION SIGNATURE, ACKNOWLEDGMENT, POST MONUMENTATION NOTE,
CONSENT AFFIDAVIT, APPROVALS, AND ASSESSOR'S CERTIFICATE
3. PLAT BOUNDARY, AND REFERENCES
4. LOTS 26-43
5. LOTS 8-25 AND 44- 48
6. LOTS 1-7
7. EASEMENT DETAILS
Deschutes County Official Records
Steve Dennison, County Clerk 2024-03431
01509181202400034310070077
D-PLAT Cnt=1 Pgs=7 Stn=6 02/12/2024 02:58 PM
$60.00 $11.00 $61.00 $10.00 $6.00 $148.00
DESCHlJ�'ES COUNTY SURMOR
�02 r3 zoZ mcalh*us
PREPARED FOR
SKYLINE RANCH NORTHWEST, LLC
945 ROBERTS DR
HOOD RIVER, OR 97031
crr
cc
2 12 5 8
IALLINL, PHASES 1 AND Z
SHEET30F7
A TRACT OF LAND LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 25,
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
DECEMBER 14, 2023 1
DESCHUTES COUNFIf SUNVETCH PLLD20220380 PARCEL
pLEO oz aZ IV;, C.�,' u
s
REFERENCES
( )R1 RECORD INFORMATION PER "VALHALLA HEIGHTS, PHASE IV", BY GEORGE J.
COOK, FILED APRIL 1, 1983, AS COUNTY SURVEY NUMBER 10283.
( )R2 RECORD INFORMATION PER "VALHALLA HEIGHTS, PHASE VI", BY LYNN J.
BRUNO, FILED OCTOBER 23, 1995, AS COUNTY SURVEY NUMBER 12358.
( )R3 RECORD INFORMATION PER "AWBREY RIDGE, PHASE I", BY DAVID R. WILLIAMS,
FILED JUNE 23, 1999, AS COUNTY SURVEY NUMBER 13692.
( )R4 RECORD INFORMATION PER "AWBREY RIDGE, PHASE II", BY DAVID R.
WILLIAMS, FILED JUNE 6, 2001, AS COUNTY SURVEY NUMBER 14515.
( )R5 RECORD INFORMATION PER "VALHALLA HEIGHTS, PHASE VII", BY BRIAN W.
REEVES, FILED OCTOBER 16, 2001, AS COUNTY SURVEY NUMBER 14653.
( )R6 RECORD INFORMATION PER "AWBREY COURT", BY MICHAEL W. TYE, FILED
AUGUST 21, 2002, AS COUNTY SURVEY NUMBER 15074.
( )R7 RECORD INFORMATION PER "SHEVLIN COURT", BY KEVIN J. BLAKLEY, FILED
OCTOBER 15, 2014, AS COUNTY SURVEY NUMBER 18773.
( )R8 RECORD INFORMATION PER "SHEVLIN ESTATES", BY KEITH S. DAGOSTINO,
FILED MAY 3, 2016, AS COUNTY SURVEY NUMBER 19088.
( )R9 RECORD INFORMATION PER RECORD OF SURVEY, BY JACOB D. POWELL, FILED
OCTOBER 15, 2021, AS COUNTY SURVEY 20636.
"SHEVLINs�
ESTATE 16
15
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1
1462.39'*
6012'09"*
158.31'*
N18'52'53"W 158.23'*
C2
602.96'*
34'53'45"*
367.23'*
N39'19'04"W 361.58'*
C3
622.96'
25'57'20"
282.21'
S43'50'59"E 279.80'
C4
84.00'
19451'22"
29.11'
S45'28'37"E 28.97'
C5
124.00'
27'16'26"
59.03'
S69'02'31 "E 58.47'
C6
84.00'
17'54'32"
26.26'
N88'22'00"E 26.15'
C7
462.00'
35'06'38"
283.11'
N47'16'57"E 278.70'
C8
535.00'
1'30'43"
14.12'
S30029'00"W 14.12'
C9
140.00'
22050'30"
55.81'
N11033'51 "E 55.44'
C10
54.00'
43'42'53"
41.20'
N68'17'13"E 40.21'
PREPARED FOR
SKYLINE RANCH NORTHWEST, LLC
945 ROBERTS DR
HOOD RIVER, OR 97031
FOUND 5/8" IRON ROD W/YPC
N00.04'04"E INSCRIBED "N45W", PER R8
23.88'* ho S
DBC s6�9� REMAINDER OF
NRS, PARCEL 2
,,o F INST. NO.
\
tiGy /�/ �0 2020-71069
41
s6, 9 ,
�.Z.���,�� �� 9 S3314 04 W(R)* 40'�'�
�`� �i0 •9�, ♦
♦ �IQ`\� BC ♦
�'1 NRS
41
�? q�
REMAINDER OF
\ C'� PARCEL 2
INST. NO.
2020-71069
INST. NO.
2020-71069
N00'00'33"E 120.21'
C10 L=41.20'
S54'33'03"E 35.34'
S89'51'24"E
78.84'
36
37
•
39
40
Lo
rri
F-
41
w
M
o I 42
z
43
44
REMAINDER OF
PARCEL 2
INST. NO.
S60y , 2020-71069
� 622� 45
300, eo)
C8 L=14.12'
NW REGENCY STREET
S89'59'27"E 170.289
INITIAL POINT
\\ /-S43'34'14"E(R)
06�
35
34
W�
0
30
29
28
0A
COO,
WWI
24
�s 46
23
SS. �'�y ' J� G -C fo �1t>*
S35 32 56 E 53.60 ` S' e
G1 ' Q� L=55.81' 4
C4 L=29.11 O 7 22
� �Q► C9
DBC, �'59 0 , /
N25-09-44"W C7 (R)
LEGEND j Nj�
' � � \ ,
ti
P � � ` ,
S68.RS 07, 49„ Cs 3 W(R)* / !!'' /� 48 i 21
SET 5/8
" IRON ROD W/YPC `_v 0nn\ � N67'00'54"W(R)
, / ��� ���
INSCRIBED AKS ENGR. C6 L_ 26.26 .--A` 5� 2 C \
�( SET 1-1/8" COPPER DISK �" '10_�w`V`' 20
INSCRIBED "AKS ENGR."; `_ 3
IN CONCRETE
0 FOUND 5/8 IRON ROD W/YPC Q B��c
INSCRIBED "AKS ENGR.", PER a 4 J 19
1 O
R9; HELD t� / Q`
FOUND 5 8" IRON ROD W YPC 2 'tom ' OJ 12 ' \
INSCRIBED "SCE&S"• PER R6 t G
& R7; HELD UNLESS NOTED 1 9
OTHERWISE y� ��
p FOUND 5/8" IRON ROD W/YPC < \ 5 13 vQ QJZ
INSCRIBED "HWA"; PER R3 & DBC, NRS QO
R4; HELD 2 � $ J
p DENOTES FOUND MONUMENT AS 00 \
7 S68'01'03"W(R)* 4 , J� 17
O�HERWISELD UNLESS NOTED � � * 14 Q' 18
�6 CW 1 /16 CORNER,
� � � " 7 SECTION 25
ABBREVIATIONS Q , BEARS N89 55 07 E 0.24
FOUND 2-1/2" BRASS
W/YPC WITH A YELLOW PLASTIC CAP FROM SOUTHWEST 15 , 16 CAP, PER R1,
CORNER; NOT HELD; MARKED
DBC DESTROYED BY CONSTRUCTION DBC, NRS AS SHOWN
NRS NOT RESET THIS SURVEY
INST. NO. INSTRUMENT NUMBER DESCHUTES
(R) RADIAL BEARING RECORDS EVLIN,
* MEASURED AND RECORD DATA PER R9 LS74-13'12"W(R)*12 3 COURT 4
50 � �
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AKS ENGINEERING & FORESTRY, LLC REGISTERED
2777 NW LOLO DR, STE 150 JOB NAME: TALLINE PROFESSIONAL
ANA99%
[LAND SURVEYOR
2_
OR GON
MAY 11, 2021
JACOB ALLEN CARBON
94570PLS
RENEWS:12/31/25
S89055'07"W 771.771*
5 1 6
9 "AWBRET'
SCALE: 1 "= 80 FEET
80 0 16 40 80
N
p OREY if
A HOMESSEVEN
PHASE
146
-qp- -
F
3
0AWORE
Y
RIDGE' II0
PHAS
2
1
15
14
13
I
12
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U
CL
„AWOKE Y
RIDGE'
I"
>-
PNAS
J
v 11
Q
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rn I
N Z 10
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W/
m
QO 7
i
0
W�
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6
5
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VA
HEIGHTS,
PHASE I
7
OPEN
10 11 SPACE
D
2125
[ALLINL, PHASESI AND 2 SHEET40F7
A TRACT OF LAND LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 25,
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
DECEMBER 14, 2023
PLLD20220380
LEGEND
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
• SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."; PER
POST MONUMENT NOTE (SEE SHEET 2)
■ SET 5/8" IRON ROD W/ALC INSCRIBED "AKS ENGR."; PER
POST MONUMENT NOTE (SEE SHEET 2)
♦ SET 1-1/8" COPPER DISK INSCRIBED "AKS ENGR."; IN
CONCRETE; PER POST MONUMENT NOTE (SEE SHEET 2)
❑ FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA"; PER R3
& R4; HELD
p DENOTES FOUND MONUMENT AS NOTED; HELD UNLESS
NOTED OTHERWISE
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C10
54.00'
43'42'53"
41.20'
N68017'13"E 40.21'
C30
54.00'
292030'08"
275.68'
S89'51'24"E 60.00'
C400
26.08'
90'00'00"
40.97'
S45'08'36"W 36.89'
C401
26.08'
90'00'00"
40.97'
N44'51'24"W 36.89'
C402
54.00'
50#14'58"
47.36'
N30'58'59"W 45.86'
C403
54.00'
5217'16"
49.28'
N20'17'08"E 47.59'
C404
54.00'
64'29'30"
60.78'
S57'36'36"E 57.62'
C405
54.00'
81'45'31"
77.06'
S15'30'54"W 70.68'
C406
54.00'
6'25'43"
6.06'
S43'12'55"W 6.06'
C407
54.00'
10'40'28"
10.06'
S84'31'10"E 10.05'
C408
54.00'
8'29'47"
8.01'
N74'56'03"W 8.00'
C409
54.00'
7*17'41"
6.88'
N29'00'45"W 6.87'
C410
54.00'
6'52'26"
6.48'
N21055'42"W 6.47'
s
36 , �ti�' Ira ti
`p `° % CWE
Q GO
LOT 36 CWE
DETAIL
SCALE: 1 "=10'
F--
oC
O
N89'51'24"W
8.00' _
Q
�
o c)
F-
U)
00
8.00,
CC
Q
0
0
�
1
0 l
0
J
S89'51'24"E
PUE
p„
8.00'
Z
LOT
100'08'36"E 8.00'
S89'51'24"E
LOT
TYPICAL
PUE DETAIL
SCALE: 1 "=10'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
ABBREVIATIONS
W/YPC
WITH A YELLOW PLASTIC CAP
W/ALC
WITH A 2" ALUMINUM CAP
PUE
PUBLIC UTILITY EASEMENT
CWE
CITY OF BEND WATER
EASEMENT
PPUE
PACIFIC POWER EASEMENT
PER VOLUME 226, PAGE 308,
DESCHUTES COUNTY OFFICIAL
RECORDS
PSWE
PUBLIC SIDEWALK EASEMENT
DTL-#
DETAIL, SEE SHEET /
DTL-T
TYPICAL DETAIL, SEE SHEET 4
INST. N0.
INSTRUMENT NUMBER
DESHUTES COUNTY OFFICIAL
RECORDS
*
MEASURED AND RECORD
DATA PER R9
CWE
S,2 54'40,'£
35
C407 ai o
C408 >\
Nw '
Pot
R CO srq
vRr R
LOT 35
CWE DETAIL
SCALE: 1 "=10'
REMAINDER OF
PARCEL 2
INST. NO.
2020-71069
S89'51'23"E 13.78' 1/ 12.00 CWE
o I i 35
00 �`� �� 10.43' 10O 00 o S89051'24"E
•O O< 1 O N
n 01 0
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34
kp - - � - n -V
.� N89 51 25 W
8.00'
LOT 34 & 35
CWE DETAIL
SCALE: 1 "=10'
OREGON PREPARED FOR SCALE: 1"= 40 FEET
MAY 11, 2021 SKYLINE RANCH NORTHWEST, LLC --!6miiii
JACOB ALLEN CARSON 945 ROBERTS DR 40 0 8 20 40
94570PLS HOOD RIVER, OR 97031
RENEWS: 12 31 25
Lo
Lo
co
00
O
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oEsctturEs couNry suRvEroR
PARCEL 1
INST. N0. FlBYi�..1.�� S
2020-71069
S54'33'03"E 35.34'
S89'51'24"E 78.84'
CWE DTL-4
36
17 0
6,173 SF
Lo
C403 L= 49.28'
r
S89051'24"E 91.30'
I i PSWE
1
C402 L=47.36'
��
o
37
\
0
6,852 SF
\,
\
1_
Ir-
I
S89051'24"E 115.00'
IL6
I N
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8.00'--
PUE
0
38
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1
co
7,475 SF
ILo
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S89051'24"E 115.00'
I
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0
39
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1
1
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to
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7,475 SF
I ui
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I
S89'51'24"E 115.00'
I
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0
40
I
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7,475 SF
ui
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S89051'24"E 115.00'
I
I
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0
41
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7,475 SF
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S89'51'24"E 115.00'
I
I
0
42
I
I
1
I
I
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I^
10
0
7,475 SF
I to
I
I
S89051'24"E 115.00'
I
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i
0
43
I
I
I
1
I
I
to
I
1
7,475 SF
I to
I
I
S89'51'24"E 115.00'
I
I
NW REGENCY STREET
7.34' i 1 9.16' S89'59'27"E 170.28'
4.49\-N58*3322"E
3i.07' INITIAL POINT
11.72� N5833'22E 8.61
I
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M I N
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o 35
Lo
Z I 24,640 SF
I
�-10.00'
PUE
CWE DTL-4
C404 L=60.78
C30 l,2) CWE DTL-4
\ C0
to
PSWE DTL-7 S89 51 24 E 121.26
_! 96.26'
12.50' i
)TL-7 54'00N00'08'36"E
38.81' o b
34
6,756 SF
Z
0S89'51'24"E
17.33' 1
30, I 30'
I
I
rr
c
r
L
u
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0
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c
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I
30, 30'
V. / T
S89051'24"E 71.58'I-'-�i0.00,
�
10.00'
N00'08'36"E 20.00' 17.33'
N89051'24"W `, ono
33
6,323 SF
Lo
cp
S89'51'24"E 115.00'
ri 1
`V
Lo
32
ui
`"
6,325 SF
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S89'51'24"E 115.00'
wi
31
40
`-)
6,325 SF
"'
S89051'24"E 115.00'
L
30
`"
6,325 SF
"'
S89'51'24"E 115.00'
i
j
ui
29
u '
L"
6,325 SF
S89'51'24"E 115.00'
ui
28
ui
L"
6,325 SF
"'
S89'51'24"E 115.00'
o
27
6,325 SF
"'
S89651'24"E 115.00'
ui
u-i26
u"
6,325 SF
u')
f PUE DTL-T
N
- {
S89'51'24"E 115.00'
_J
r;
N
N
A NOMESSEVEN
I PHASE
146
3
2
15
I
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M
U
N
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WI
A RIDE,
'
PHASE I"
_
D r-
b C.0
00
13
+J 1 w
�
-00
FOUND 5/8"
� o
IRON ROD,
o
NO CAP,
' r Z
PER R3
I
M
cq
12
M
'
FOUND 5/8"
IRON ROD,
NO CAP,
I
PER R3,
BEARS
S89051'24"E
0.20', NOT
o
HELD
N
rn ao
I
0
11
o
��• C° 10
CONTINUED ON SHEET 5
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C9
140.00'
22050'30"
55.81'
N11033'51 "E 55.44'
C11
200.00'
34011'43"
119.36'
N17021'22"E 117.609
C12
200.00'
34*18'37"
119.77'
N17017'55"E 117.98'
C13
200.00'
34*19'29"
119.82'
S72'42'31 "E 118.03'
C14
47.50'
14028'39"
12.00'
N07'22'56"E 11.97'
C15
52.50'
14'28'39"
13.27'
N07'22'56"E 13.23'
C20
54.00'
292'29'11"
275.66'
N45'24'52"W 60.01'
C25
1030.00'
9000'30"
161.94'
N38'57'28"E 161.78'
C26
230.00'
28*36'14"
114.82'
N14'26'43"E 113.63'
C27
230.00'
34*19'29"
137.79'
S72042'31 "E 135.74'
C28
170.00'
34*11'43"
101.46'
N17'21'22"E 99.96'
C29
230.00'
34*11'43"
137.27'
N17'21'22"E 135.24'
C500
54.00'
64'23'12"
60.68'
S28007'13"W 57.54'
C501
54.00'
735'05"
7.15'
S07'51'55"E 7.14'
C502
1030.00'
3'04'05"
55.15'
N41'55'41 "E 55.15'
C503
1030.00'
3020'32"
60.08'
N38'4322"E 60.07'
C504
1030.00'
2'35'53"
46.71'
N35645'10"E 46.70'
C505
230.00'
7'15'50"
29.16'
N30'49'18"E 29.14'
C506
230.00'
12'56'07"
51.93'
N20'43'19"E 51.82'
C507
230.00'
13'59'46"
56.18'
N07015'23"E 56.04'
C508
170.00'
23031'55"
69.82'
N12001'28"E 69.33'
C509
170.00'
10*39'48"
31.64'
N29'07'19"E 31.59'
C510
230.00'
18*11'47"
73.05'
S64'38'41 "E 72.74'
C511
230.00'
16'07'42"
64.74'
S81'48'25"E 64.53'
C512
170.00'
34*19'29"
101.84'
S72'42'31 "E 100.33'
C513
230.00'
8037'09"
34.60'
N24026'15"E 34.57'
C514
230.00'
14'05'37"
56.57'
N13'04'52"E 56.43'
C515
230.00'
5053'28"
23.65'
S03'05'20"W 23.64'
TALLINE, PHASES 1 AND 2 SHEET SOF7
A TRACT OF LAND LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4 OF SECTION 25,
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON
DECEMBER 14, 2023
ABBREVIATIONS
W/YPC
WITH A YELLOW PLASTIC CAP
W/ALC
WITH A 2" ALUMINUM CAP
PUE
PUBLIC UTILITY EASEMENT
CWE
CITY OF BEND WATER
EASEMENT
CSE
CITY OF BEND STORM
EASEMENT
PPE
PACIFICORP EASEMENT PER
INST. N0. 2024-01796
PSWE
PUBLIC SIDEWALK EASEMENT
(NTS)
NOT TO SCALE
DTL-#
DETAIL, SEE SHEET #
D1L-T
TYPICAL DETAIL, SEE SHEET 4
INST. N0.
INSTRUMENT NUMBER
DESHUTES COUNTY OFFICIAL
RECORDS
POE
POINT OF ENTRY
DBC
DESTROYED BY CONSTRUCTION
REW
RESET WITH
MON
MONUMENT
(R)
RADIAL BEARING
•
MEASURED AND RECORD
DATA PER R9
N
0
0
Sri
to
0
0
04 `D
Lo
LO
LO
PO
0o
0
0
0
Z o0
Sri
PLLD20220380
CONTINUED
ON
SHEET 4
1ILI
I
S89'51'24"E 115.00'
1
i
44
I
I
10
30'
30'
I
7,475 SF
I
v
I
I
J
I
CLL
I
S89'51'24"E 115.00'
1
0
I
I
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0
I
V
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45
I
10 I o
^°cal
7,475 SF
M
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Z
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46
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7.475 SF
! c
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C516
170.00'
26'34'45"
78.86'
N13025'58"E 78.16'
C517
140.00'
12'43'49"
31.10'
N16'37'12"E 31.04'
C518
140.00'
10'06'41"
24.71'
N05'11'57" E 24.67'
C519
60.00'
14'28'39"
15.16'
N07022'56"E 15.12'
C520
40.00'
14'28'39"
10.11'
N07622'56"E 10.08'
-� S89'51'24"E 115.00'
43"llho
PUE DTL-T
L6 25
�
L" 6,325 SF
LO
,
_
U
S89'51'24"E 115.00'
J
D
C
o
W
J
Pi24
co
u
I
Q
o
6,325 SF
LO
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I
IL S89051'24"E 115.00'
or
'-06
PUE DTL-T
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co
CD
23
�
W
W
A
L"
6 325 SF
too
to
po
M 10
0
7
"AWBREY
RIpGE, I°
PNASE
0
m
6
FOUND 5/8"
IRON ROD,
NO CAP,
PER R3
SCALE: 1 "= 40 FEET 1 o Q
S89'51'24"E 115.00' o 0
I S89'51'24"E 115.00' Z z +�
w
40 0 8 20 40 8. 00' -►1 � I LO
N PUE i N
REMAINDER OF
PARCEL 2 47 1 0c) _c)
INST. NO. 1 7,493 SF I L � 22 � I 3 5
S+ 2020-71069 i u" 6,325 SF LOL
I DO
d' °O
`t " I 1 S89'51'24"E 115.00' 1 ^ 00 o
„o ? -� S89 51 24 E 117.17 1 - a, o
Q 11
\ •OS, i- M PUE DTL-T i
c 1�
`; 48 i C14' ' 21 CD
PPE 11.91' \ 8,461 SF i % ,�, � 6,335 SF , CC
PREPARED FOR- sss. , 1 N
SKYLINE RANCH NORTHWEST, LLC ,' AA5���� i U J S89'51'24"E 116.21' "
945 ROBERTS DR �' \ 'Y� F,�j / Z CK? FOUND 5/8
HOOD RIVER, OR 97031 / AA,, \SS .0 , co I IRON ROD,
,�•��, N34 2713E 99 'YQ �5;���30; i ^ NO CAP,
25.27 9.95. SS IQ�, �j\)�, �\\ �� L; PER R2
o f \9'°pF S�C S'' a C I
•89 �/� �`� !; .� 6,674 SF 6
7,267 SF
S89'51'24"E 128.85'30,
1
.0 . �253 � ` , SS\ "o PUE DTL-7 '
iOli�`' cn
9 \ >19,
>� \ i `�0 v a• C520 L=10.11 �
o \ • S55'32'47"E 6.90' 19 N14 3715E 7.30 C15 •Ll13.27 ,
O 1 O \�S6S, �°FS ^� �. SSS. 7,817 SF C519 L 15.16' N14 3715E 7.30
5.00' \ v'� , S2• C N00008'36"E 13.15'
6,023 SF i SS Aj� S/2 J
12 \ \ �� \' F ^o ��14184, CSE DTL-7 C14 L=12.00'
9,345 SF S , . S89052'16"E 36.50'
10
G, C501 L=7.15' ' ��' ``h• o ti 2 �� 3 , ^o "
I y o S 0" b N00 08 36 E 43.15 o b
CWE DTL-7 9 % � ,^�� F��6 /�cy� "?o S55 32 47 E \ � '�' I o ►�
1' S0 PSWE s 6, 293 SF 15.00' Ah e `S�' ��� � o goo V 5.76 1`� 11g g2 - - 49.00' -
�� S, ^� J CS .-�-,.
i i �p>, i �' ,�^' h^�• roc, Q /0 C?) N89 5216 W
°�� 8 ' �`V � 4(/� PPE 39.46' �3pS. ��13�)9, 0 66.50' o FOUND 2,�
�`�' i i SOS coo0 1 13 p 00' i' �~' o`ti J K' 17.50' M ALUMINUM CAP,
8,238 SF
G`L CSE DTL-7J� o \ \ 29.13' 1 C511 (._ INSCRIBED
1 74' " ° "W&H PACIFIC",
C500 0 0�• °' �+,\ \ S89 5216E 66.49
�.��� - / oh 2,3. �� oo Q �ti \ PPE DTL-7 \ PER R5, DBC,
L=60.69 0 1 F, �Q' ��, \ \ MON BEARS I REW ■
h4' • �S. i ;�� \�2� \ N44'29'24"W 0.20',
8 BENT, TIED POE, 1
�� 7,897 SF ii ��,°'ho`� 1 Q� �"� 17 \ \ \ NOT HELD, DBC, I
�� `P`��, / v o � / Ov 13,396 SF \ � \ \ REW � I
s� •� 14 Q \ s� .\>> I ALNALLA
10,123 SF _` �- '
os , M '^� , i J_ \ QQ� ° 9"6> ,',', ' 1PUE NEIGN 00
Q F� o % `\ o \ o ho. 8i PHASE
�i1_ c
f� � \
I S78'3�'44" i 18.29 K, 18 \ 1 '7 7
E 133, , /h o) ; o N89 55 07 E 155.38 o s,\ \ �S ,
h 42 c'
cN °j• --- - - - - - - - - - - - - - - - - - o �9 \ 20,446 SF \ •06, 1
Iv-�� '; Z �S F \ CW 1 /16
I .N �� PUE DTL-7 5.00' �S> �S6' CORNER,
PUE o '��' ��' SECTION 25
006 15 N J 16 \ FOUND 2-1/2"
10,117 SF 30' r U o 11,557 SF \ PP 4 BRASS CAP,
V N00015'30"E 2.39' 30 \ E 3.53 PER R1,
� i \ MARKED AS
148.69' N00'15'30"E 2.57' 1 1 1 1 N00'15'30"E 2.21' 169.66' 130.38' \.75'* ` SHOWN ON
�28.73' 60.00'* 59.96'* 30.00'* 30.00'* 85.36'* 2084.30' f 34.93' 74.70'* SHEET 3
59.98'* T DBC, REW • (NTS) ,/ NTS NTS DBC, REW • 119.23* ,•
„ VLIN " J 1 S89'55'07"W REY� PPE 5.05 OPEN
SHE FOUND 5/8 IRON ROD, NO MON BEARS S58 52 54 W A�
4 5 coup CAP, CAP, PER R1, DBC, REW ■ 30' 0.15', NOT HELD 9 771.77'* 10 cOpRi 11 SPACE
AKS ENGINEERING & FORESTRY, LLC JOB NAME: TALLINE PROFESSIONAL LEGEND
2777 NW LOLO DR, STE 150 LAND SURVEYOR
BEND OR 97703 )K SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR." ❑ FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA";
541.317.8429 JOB NUMBER: 8549 • SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."; PER R3 & R4; HELD
WWW.AKS-ENG.COM PER POST MONUMENT NOTE (SEE SHEET 2) � FOUND 5/8" IRON ROD W/YPC INSCRIBED "SCE&S";
DRAWN BY: JBS ■ SET 5/8" IRON ROD W/ALC INSCRIBED "AKS ENGR."; PER R6 & R7; HELD UNLESS NOTED OTHERWISE
OREGON PER POST MONUMENT NOTE (SEE SHEET 2) A DENOTES FOUND MONUMENT AS NOTED; HELD
CHECKED BY: JAC MAY 119 2021 0FOUND �5/8" IRON ROD W/YPC INSCRIBED "W&H UNLESS NOTED OTHERWISE
ENGINEERING SURVEYING NATURAL RESOURCES JACOB ALLEN CARSON PACIFIC ; PER R5; HELD UNLESS NOTED OTHERWISE
FORESTRY • PLANNING ' LANDSCAPE ARCHITECTURE 94570PLS
DRAWING NO.: 8549 PLAT PH1 RENEWS: 12 31 25
DESCHUTES COUNTY SURVEYOR
o z h3 Zo Bys4ico c ((.Vts
N
N
cry
0o
21258
„SNEV�INS�
ESTATE 16
15
TAI LINE, PHASES
A TRACT OF LAND LOCATED IN THE SOUTHWEST 1/4 OF
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
DECEMBER 14, 2023
PLLD20220380
w\v -,,--FOUND 5/8" IRON ROD W/YPC
" INSCRIBED "N45W", PER R8
oGo
o rei DBC, REMAINDER OF
Z N NRS o PARCEL 2
INST. NO.
^o S'2020-71069
1 AND 2
SHEET 6 OF 7
THE NORTHWEST 1/4 OF SECTION 25,
CITY OF BEND, DESCHUTES COUNTY, OREGON
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1
1462.39'
6012'09"
158.31'
N18'52'53"W 158.23'
C2
602.96'
34053'45"
367.23'
N39'19'04"W 361.58'
C3
622.96'
25'57'20"
282.21'
N43'50'59"W 279.80'
C4
84.00'
19'51'22"
29.11'
S45'28'37"E 28.97'
C5
124.00'
27016'26"
59.03'
S69002'31 "E 58.47'
C6
84.00'
17'54'32"
26.26'
N88'22'00"E 26.15'
C7
462.00'
35'06'38"
283.11'
N47016'57"E 278.70'
C8
535.00'
1'30'43"
14.12'
N30'29'00"E 14.12'
C16
498.50'
38021'36"
333.75'
N48'54'26"E 327.55'
C17
498.50'
33'38'01"
292.63'
N51'16'14"E 288.45'
C18
498.50'
4'43'35"
41.12'
N32005'26"E 41.11'
C19
1000.00'
10*43'59"
187.33'
N39'49'13"E 187.05'
C20
54.00'
292029'11"
275.66'
N45'24'52"W 60.01'
C21
970.00'
8'56'20"
151.33'
N38'55'23"E 151.18'
C22
596.00'
1801500"
189.84'
N53'23'49"E 189.04'
C23
164.00'
21'28'09"
61.45'
N27'55'21"E 61.09'
C24
1482.39'
6'01'55"
156.06'
N18'34'43"W 155.99'
C600
1482.39'
3*16'23"
1 84.68'
N17'11'58"W 84.67'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C601
1482.39'
2'45'32"
71.38'
N20'12'55"W 71.37'
C602
84.00'
33*16'00"
48.77'
N00'33'17"E 48.09'
C603
164.00'
9'52'03"
28.24'
N22007'19"E 28.21'
C604
164.00'
11'36'06"
33.21'
N32'51'23"E 33.15'
C605
84.00'
23'51'53"
34.99'
N50'35'23"E 34.74'
C606
596.00'
5055'46"
61.68'
N59033'26"E 61.65'
C607
596.00'
5'52'52"
61.18'
N53'39'07"E 61.15'
C608
596.00'
5647'42"
60.28'
N47'48'50"E 60.26'
C609
596.00'
0'38'40"
6.70'
N44'35'39"E 6.70'
C610
536.00'
6'36'35"
61.84'
N40658'02"E 61.80'
C611
970.00'
3'23'34"
57.44'
N36'09'00"E 57.43'
C612
970.00'
3032'57"
60.09'
N39'37'16"E 60.08'
C613
970.00'
1059'49"
33.80'
N42'23'39"E 33.80'
C614
54.00'
36'50'55"
34.73'
N82'24'16"E 34.13'
C615
54.00'
53-22-16"
50.30'
N37'17'40"E 48.50'
C616
54.00'
47'07'30"
44.41'
N12'57'13"W 43.17'
C617
54.00'
39'44'14"
37.45'
N56'23'05"W 36.71'
C618
54.00'
43'25'59"
40.93'
S82'01'48"W 39.96'
S60y
3 61�2pj
650, F �3 REMAINDER OF
z • 0 PARCEL 2
• \ 1 �(iQJ INST. N0.
- S
2020 71069 � �� 6so, 2020-71069
1 m C8 L=14.12'
\ Ocs`
LEGEND
SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
)K SET 1-1/8" COPPER DISK INSCRIBED "AKS ENGR.";
IN CONCRETE
• SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.";
PER POST MONUMENT NOTE (SEE SHEET 2)
■ SET 5/8" IRON ROD W/ALC INSCRIBED "AKS ENGR.";
PER POST MONUMENT NOTE (SEE SHEET 2)
Ak SET 1-1 /8" COPPER DISK INSCRIBED "AKS ENGR."; IN
St9• CONCRETE; PER POST MONUMENT NOTE (SEE SHEET 2)
O FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS
? ENGR."; PER R9; HELD
FOUND 5/8" IRON ROD W/YPC INSCRIBED "SCE&S";
PER R6 & R7; HELD UNLESS NOTED OTHERWISE
\ �ISI SSSt9• p DENOTES FOUND MONUMENT AS NOTED; HELD
UNLESS NOTED OTHERWISE
AgA909f. oo PREPARED FOR
`lo• ��O
SKYLINE RANCH NORTHWEST, LLC
1 O o 945 ROBERTS DR
'9Q � DBC, HOOD RIVER, OR 97031
W1 NRS y>
1 � o
4
Sol
1 cn
1 REMAINDER OF \
PARCEL 2
6' INST NO w
410
S a
P v
"� �S .SO, �/� F3j eft
�',�• Q c, \ 4 082, QOS,
6
�5�, S
O
O
80�,
PPE DTL-7 --�` o `
� `Rl DBC ��•� � � s � S34 2713"
W
�Xw
, 7,565 SFNRS L=6.26' L=6.70'
25.27'tK ti
S6S CS \ �'� .,`L ,�� ,�61
�o 55. A 00.
O �
• 03'
h,\.
\ St i ,, -�
\ v: 6,509 SF
s
41
bra
vr 3
6,758 SF '
t
.19
�► / 170
(7�z
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\,
N 10,315 SF C615S79-
23 28 E 146 g8, 70 DO 0..�� As,'sp' 30• ��
tK•
c, cd CWE DTL-7 54 Od
ABBREVIATIONS IRO
w
W/YPC WITH A YELLOW PLASTIC CAP3 S N
W/ALC WITH A 2" ALUMINUM CAP \ VARIES
DBC DESTROYED BY CONSTRUCTION
NRS NOT RESET THIS SURVEY ` DBC,
ROW RIGHT-OF-WAY \ r,�NRS ,
DED
DEDICA HUN
PUE
PUBLIC UTILITY EASEMENT
56�`
CWE
CITY OF BEND WATER
PPE
EASEMENT
PACIFICORP EASEMENT PER
REGISTERED
INST. NO. 2024-01796
PROFESSIONAL
PSWE
PUBLIC SIDEWALK EASEMENT
LAND SURVEYOR
\
DTL-#
DETAIL, SEE SHEET #
INST. NO.
INSTRUMENT NUMBER
r�
DESHUTES COUNTY OFFICIAL
RECORDS
OREGON
(R)
RADIAL BEARING
MAY 111, 2021
*
MEASURED AND RECORD
JACOB ALLEN CARSON
\
DATA PER R9
94570PLS
\
RENEWS: 12 31 25
AKS ENGINEERING do FORESTRY, LLC JOB NAME: TALLINE
2777 NW LOLO DR, STE 150
BEND, OR 97703 JOB NUMBER: 8549
541.317.8429
WWW.AKS-ENG.COM
DRAWN BY: JBS
ENGINEERING •SURVEYING •NATURAL RESOURCES CHECKED BY: JAC
FORESTRY •PLANNING •LANDSCAPE ARCHITECTURE DRAWING NO.: 8549 PLAT PH1
30'
N 16'04'43"W
13.12'
2�,p0
RO 0 0
OE o co
d
2
50 20.76'
(20.99')R9
C616
L=4
5 ,
4.41'
\
15,915 SF �\
1.
L=37.45' --- ''
C618
L=40.93'
CWE DTL-7
k
6 .� 7
15,449 SF
17,527 SF
BEARS N89'55'07"E 0.24' FROM SOUTHWEST
CORNER; NOT HELD; DBC, NRS
101.70' 15.67'
86.03' (85.80')R9 49.33'
FOUND 0; HELD FOR NORTH 1 2 VLIN 65.00'*
LINE OF "SHEVLIN COURT"; BEARS ,SNoURT�
N89'55'07"E 0.23' FROM ROW C
SCALE: 1 "= 40 FEET
40 0 8 20 40
01
s� G�
�+ 0
o�
s
ri 140.57'
--T 60.00'*
S89'55'07"W 771.779*
1 3
31.24'
59.98'*
4
DESCHUTES COUNiY SURVEYOR
1=1 Oz /2001113y"8616.1,1r ✓Is No
$^ 2 12 5 8
TALLINE, PHASES 1
A TRACT OF LAND LOCATED IN THE SOUTHWEST 1/4 OF THE
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, CITY
DECEMBER 14, 2023
PLLD20220380
tiQ . 3
4 X/'
'so 1°vE
N47'31'41 "W-11�>
3.96'
� O
i moo.
' Pal �
i O
G
LOT 3&4
PUE DETAIL
SCALE: 1 "=10'
0.85'
, ss�b
cc
r ` F
`1718�� CWE
c
n
W
Y
o
9
U
'
1.
J
C:) M
iL
Q
' O T
N ss
Z
8
LOT 8&9
CWE DETAIL
SCALE: 1 "=10'
N59'08'49"W 1.50'-' l
*36
O
--j
1.50' PSWE-� i c'
cc
i
S89'51'24"E 1.51'
Q
1 i �
Q
PSWE
cp,
37
N50'43'09"E 1.50'
LOT 36 AND 37
PSWE DETAIL
SCALE: 1 "=20'
N32'09'48"E 1.50'
35
0
vo
0&" yo$ � - \
9� S89'51'24"E 1.66'
LOT 35 , 34
PSWE DETAIL
SCALE: 1 "=20'
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
ti
CWE N79.23,28„ W
> >
4 ''-°'°5_
O
N73.� , 1 cco
23'28 ryW o
Q
•0 9.72' --'
c'j�
o
I I � coo'
S7g�23,28„E _
Q
10.05,
z
LOT 4&5
CWE DETAIL
SCALE: 1 "=10'
NW
WAYMAKER
COURT
'-�S89'55'07"W 17
6.17'
i N00'04'53"W
8.00 j N89 55 07 E
C 5.00'
--------1------PUE
--
_ T
LOT 17
PUE DETAIL
SCALE: 1 "=10'
lvw
AND 2
NORTHWEST 1/4 OF
OF BEND, DESCHUTES
WA YM
co AKE R
URT
o � 10.
3 C703
N L=10.10' i 3
1p_00,
6 CWE 2001. _.y
7
LOT 6&7
CWE DETAIL
SCALE: 1' =10'
NW
POLARSTAR
COURT
\
sQA,
+0'
ss19 ��/
9 \
\
\ PPE
1 �
LOT 1
PPE DETAIL
SCALE: 1 "=10'
JOB NAME: TALLINE
JOB NUMBER: 8549
DRAWN BY: JBS
CHECKED BY: JAC
S89'51'24"E
6.59'
PUE
N
Oj,
8.00, i
o�
v -- � - --y
N89 51 24n W
9.50'
LOT 19&20
PUE DETAIL
SCALE: 1 "=10'
ABBREVIATIONS
PUE
PUBLIC UTILITY EASEMENT
CWE
CITY OF BEND WATER EASEMENT
CSE
CITY OF BEND STORM EASEMENT
PSWE
PUBLIC SIDEWALK EASEMENT
PPE
PACIFICORP EASEMENT PER
INSTRUMENT NUMBER 2024-01796
,;2./6/z02y
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARBON
94570PL5
RENEWS: 2 25
7
S34'27'13"W
5.89'
17E
PREPARED FOR
SKYLINE RANCH NORTHWEST, LLC
945 ROBERTS DR
HOOD RIVER, OR 97031
20
-S00008'36"W
8.00'
S89651'24"E
SHEET 7 OF 7
SECTION 25,
COUNTY, OREGON
.
. s93
NW '
WAYMAKER
COURT 10Vl CSE
f �h
F 8
LOT 8
CSE DETAIL
SCALE: 1 "=10'
c711
19 ,'
L=1.13'
juj
•,�•�`ti�,�---- CSE
W
Dc�
Q
S89052'16"E
o
z
Q
13.04'
NW NORDIC AVE
LOT 19
CSE DETAIL
SCALE: 1 "=10'
C712 L=23.61N�
\ NORO
\ IC A V
\s �
;7
-
\ o
0
17 \ o
18
LOT 17 & 18
PPE DETAIL
SCALE: 1 "=10'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C700
54.00'
6'2246"
6.01'
S07'25'09"W 6.01'
C701
54.00'
6'22'46"
6.01'
S13047'55"W 6.01'
C702
54.00'
10*38'39"
10.03'
S70'55'53"E 10.02'
C703
54.00'
10*42'46"
10.10'
S8103635"E 10.08'
C704
54.00'
34'42'50"
32.72'
N36020'55"E 32.22'
C705
54.00'
6'36'47"
6.23'
N57000'44"E 6.23'
C706
54.00'
7052'35"
7.42'
N00'08'05"W 7.42'
C707
54.00'
7'35'05"
7.15'
N07'51'55"W 7.14'
C708
170.00'
1028'58"
4.40'
S24431'54"W 4.40'
C709
230.00'
1'03'50"
4.27'
N20'39'36"E 4.27'
C710
230.00'
1'03'25"
4.24'
N19'35'58"E 4.24'
C711
60.00'
1004'44"
1.13'
N00040'58"E 1.13'
C712
230.00'
5652'51"
23.61'
S70'48'08"E 23.60'
C713
54.00'
33'2521"
31.50'
N22034'11 "W 31.06'
C714
54.00'
36042'42"
34.60'
N12029'51"E 34.01'
C715
54.00'
32028'17"
30.60'
N41'36'03"W 30.20'
C716
55.50'
33012'29"
32.17'
N41013'57"W 31.72'
C717
55.50'
36032'56"
35.40'
N12034'44"E 34.81'
C718
55.50'
33'35'07"
32.53'
N22029'18"W 32.07'
cap
cc
DRAWING NO.: 8549 PLAT PH1
DESL`HUTES COUNT Y SURVEYOR
FtLED lDL//s Zoe 15y. o � hs