HomeMy WebLinkAboutSurvey 21699TALLINE, PHASE 3
A TRACT OF LAND LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4, AND THE NORTHWEST 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 3, 2025
PLLD20220380
SURVEYOR'S CERTIFICATE
1, JACOB ALLEN CARSON, HEREBY CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE LANDS SHOWN ON THE ANNEXED MAP OF
"TALLINE, PHASE 3", SITUATED IN THE SOUTHWEST QUARTER OF THE NORTHWEST QUARTER AND THE NORTHWEST 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 "AKS ENGR." AT THE NORTHWEST CORNER OF LOT 35
OF "TALLINE, PHASES 1 AND 2", RECORDED FEBRUARY 12, 2024, AS INSTRUMENT NUMBER 2024-03431, DESCHUTES COUNTY OFFICIAL RECORDS; THENCE ALONG THE
WESTERLY AND NORTHERLY BOUNDARY OF SAID PLAT ON THE FOLLOWING COURSES: SOUTH 00'00'33" WEST 120.21 FEET; THENCE ALONG A NON -TANGENT CURVE TO
THE LEFT, WITH A RADIUS OF 54.00 FEET (RADIUS POINT BEARS SOUTH 00-08-39" WEST), A CENTRAL ANGLE OF 43'42'53", AN ARC LENGTH OF 41.20 FEET, AND A
CHORD OF SOUTH 6817'13" WEST 40.21 FEET TO A POINT OF NON -TANGENCY; THENCE NORTH 54'33'03" WEST 35.34 FEET, THENCE NORTH 89051'24" WEST 78.84 FEET;
THENCE SOUTH 00008'36" WEST 755.52 FEET, THENCE ALONG A CURVE TO THE RIGHT, WITH A RADIUS OF 140.00 FEET, A CENTRAL ANGLE OF 22'50'30", AN ARC
LENGTH OF 55.81 FEET, AND A CHORD OF SOUTH 1103351" WEST 55.44 FEET TO A POINT OF NON -TANGENCY; THENCE NORTH 55'32'47" WEST 240.05 FEET; THENCE
ALONG A NON -TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 535.00 FEET (RADIUS POINT BEARS NORTH 58'4539" WEST), A CENTRAL ANGLE OF 01'30'43", AN ARC
LENGTH OF 14.12 FEET, AND A CHORD OF NORTH 30029'00" EAST 14.12 FEET TO A LINE RADIAL TO SAID CURVE; THENCE ALONG SAID RADIAL LINE, NORTH 6016'22"
WEST 73.00 FEET, THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT, WITH A RADIUS OF 462.00 FEET (RADIUS POINT BEARS NORTH 6016'22" WEST), A CENTRAL
ANGLE OF 35'06'38", AN ARC LENGTH OF 283.11 FEET, AND A CHORD OF SOUTH 4716'57" WEST 278.70 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT,
WITH A RADIUS OF 84.00 FEET (RADIUS POINT BEARS NORTH 10'35'16" WEST), A CENTRAL ANGLE OF 17'54'32", AN ARC LENGTH OF 26.26 FEET, AND A CHORD OF
SOUTH 88'22'00" WEST 26.15 FEET TO A POINT OF COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, WITH A RADIUS OF 124.00 FEET, A CENTRAL ANGLE
OF 2716'260
, AN ARC LENGTH OF 59.03 FEET, AND A CHORD OF NORTH 69'02'31" WEST 58.47 FEET TO A POINT OF COMPOUND CURVATURE; THENCE ALONG A CURVE
TO THE RIGHT, WITH A RADIUS OF 84.00 FEET, A CENTRAL ANGLE OF 19'51'22", AN ARC LENGTH OF 29.11 FEET, AND A CHORD OF NORTH 4502837" WEST 28.97 FEET,
THENCE NORTH 35'32'56" WEST 53.60 FEET; THENCE NORTH 30'52'19" WEST 49.17 FEET, THENCE LEAVING SAID PLAT BOUNDARY, NORTH 33'10'21" EAST 348.16 FEET;
THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT, WITH A RADIUS OF 490.00 FEET (RADIUS POINT BEARS NORTH 17'58'18" EAST), A CENTRAL ANGLE OF 00'56'46",
AN ARC LENGTH OF 8.09 FEET, AND A CHORD OF NORTH 71'33'19" WEST 8.09 FEET TO A LINE RADIAL TO SAID CURVE; THENCE ALONG SAID RADIAL LINE, NORTH
18'55'04" EAST 60.00 FEET, THENCE ALONG A NON -TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 430.00 FEET (RADIUS POINT BEARS NORTH 18'55'04" EAST), A
CENTRAL ANGLE OF 10021'32", AN ARC LENGTH OF 77.74 FEET, AND A CHORD OF SOUTH 76015'42" EAST 77.64 FEET TO A POINT OF NON -TANGENCY; THENCE NORTH
0011'35" WEST 13.27 FEET; THENCE ALONG A CURVE TO THE LEFT, WITH A RADIUS OF 190.00 FEET, A CENTRAL ANGLE OF 08'43'09", AN ARC LENGTH OF 28.91 FEET,
AND A CHORD OF NORTH 04'33'09" WEST 28.89 FEET, THENCE NORTH 08'54'44" WEST 55.25 FEET, THENCE ALONG A CURVE TO THE LEFT, WITH A RADIUS OF 13.50
FEET, A CENTRAL ANGLE OF 7715'56", AN ARC LENGTH OF 18.21 FEET, AND A CHORD OF NORTH 47'32'42" WEST 16.86 FEET TO A POINT OF REVERSE CURVATURE;
THENCE ALONG A CURVE TO THE RIGHT, WITH A RADIUS OF 210.00 FEET, A CENTRAL ANGLE OF 06'20'20", AN ARC LENGTH OF 23.23 FEET, AND A CHORD OF NORTH
83'00'30" WEST 23.22 FEET TO A LINE RADIAL TO SAID CURVE; THENCE ALONG SAID RADIAL LINE, NORTH 10'09'40" EAST 20.00 FEET; THENCE ALONG A NON -TANGENT
CURVE TO THE LEFT, WITH A RADIUS OF 190.00 FEET (RADIUS POINT BEARS NORTH 10'09'40" EAST), A CENTRAL ANGLE OF 02'51'54", AN ARC LENGTH OF 9.50 FEET,
AND A CHORD OF SOUTH 81 "16'17" EAST 9.50 FEET TO A POINT OF COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, WITH A RADIUS OF 13.50 FEET, A
CENTRAL ANGLE OF 10612'30", AN ARC LENGTH OF 25.02 FEET, AND A CHORD OF NORTH 44'11'31" EAST 21.59 FEET, THENCE NORTH 08'54'44" WEST 19.05 FEET;
THENCE ALONG A CURVE TO THE RIGHT, WITH A RADIUS OF 210.00 FEET, A CENTRAL ANGLE OF 13'33'52", AN ARC LENGTH OF 49.72 FEET, AND A CHORD OF NORTH
02'07'48" WEST 49.60 FEET; THENCE NORTH 04'39'08" EAST 11.31 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT, WITH A RADIUS OF 310.00 FEET
(RADIUS POINT BEARS NORTH 13'56'27" EAST), A CENTRAL ANGLE OF 03'44'43", AN ARC LENGTH OF 20.26 FEET, AND A CHORD OF NORTH 7411'11" WEST 20.26 FEET
TO A LINE RADIAL TO SAID CURVE; THENCE ALONG SAID RADIAL LINE, NORTH 17'41'10" EAST 60.00 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE LEFT, WITH A
RADIUS OF 250.00 FEET (RADIUS POINT BEARS NORTH 17'41'10" EAST), A CENTRAL ANGLE OF 01'29'18", AN ARC LENGTH OF 6.49 FEET, AND A CHORD OF SOUTH
73'03'29" EAST 6.49 FEET TO A POINT OF NON -TANGENCY; THENCE NORTH 04'39'08" EAST 94.62 FEET; THENCE ALONG A CURVE TO THE LEFT, WITH A RADIUS OF
13.50 FEET, A CENTRAL ANGLE OF 7956'09", AN ARC LENGTH OF 18.83 FEET, AND A CHORD OF NORTH 3518'57" WEST 17.34 FEET TO A POINT OF REVERSE
CURVATURE; THENCE ALONG A CURVE TO THE RIGHT, WITH A RADIUS OF 260.00 FEET, A CENTRAL ANGLE OF 04'24'34", AN ARC LENGTH OF 20.01 FEET, AND A CHORD
OF NORTH 73'04'44" WEST 20.00 FEET TO A LINE RADIAL TO SAID CURVE; THENCE ALONG SAID RADIAL LINE, NORTH 19'07'33" EAST 20.00 FEET, THENCE ALONG A
NON -TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 240.00 FEET (RADIUS POINT BEARS NORTH 19'07'33" EAST), A CENTRAL ANGLE OF 021731", AN ARC LENGTH
OF 9.60 FEET, AND A CHORD OF SOUTH 72001'12" EAST 9.60 FEET TO A POINT OF COMPOUND CURVATURE; THENCE ALONG A CURVE TO THE LEFT, WITH A RADIUS OF
13.50 FEET, A CENTRAL ANGLE OF 10210'54", AN ARC LENGTH OF 24.08 FEET, AND A CHORD OF NORTH 55'44'35" EAST 21.01 FEET; THENCE NORTH 04'39'08" EAST
74.60 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT, WITH A RADIUS OF 280.00 FEET (RADIUS POINT BEARS NORTH 2214'06" EAST), A CENTRAL ANGLE
OF 01'55'33", AN ARC LENGTH OF 9.41 FEET, AND A CHORD OF NORTH 66'48'08" WEST 9.41 FEET TO A LINE RADIAL TO SAID CURVE; THENCE ALONG SAID RADIAL LINE,
NORTH 24'09'39" EAST 60.00 FEET, THENCE ALONG A NON -TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 220.00 FEET (RADIUS POINT BEARS NORTH 24'09'39"
EAST), A CENTRAL ANGLE OF 24'09'06", AN ARC LENGTH OF 92.74 FEET, AND A CHORD OF SOUTH 77'5454" EAST 92.05 FEET, THENCE SOUTH 89'59'27" EAST 8.25
FEET; THENCE ALONG A NON -TANGENT CURVE TO THE RIGHT, WITH A RADIUS OF 1640.00 FEET (RADIUS POINT BEARS SOUTH 83'45'16" EAST), A CENTRAL ANGLE OF
02'02'38", AN ARC LENGTH OF 58.50 FEET, AND A CHORD OF NORTH 07'16'03" EAST 58.50 FEET TO A LINE RADIAL TO SAID CURVE; THENCE ALONG SAID RADIAL LINE,
SOUTH 81'42'38" EAST 80.00 FEET; THENCE ALONG A NON -TANGENT CURVE TO THE LEFT, WITH A RADIUS OF 1560.00 FEET (RADIUS POINT BEARS SOUTH 81'42'38"
EAST), A CENTRAL ANGLE OF 01'43'22", AN ARC LENGTH OF 46.90 FEET, AND A CHORD OF SOUTH 07'25'41" WEST 46.90 FEET TO A POINT OF NON -TANGENCY; THENCE
SOUTH 89059'27" EAST 165.22 FEET, THENCE SOUTH 00'00'33" WEST 70.00 FEET TO THE WESTERLY PROLONGATION OF THE NORTH LINE OF SAID LOT 35; THENCE
ALONG SAID WESTERLY PROLONGATION, SOUTH 89'59'27" EAST 136.90 FEET TO THE INITIAL POINT.
1 / 0 %%
THE ABOVE TRACT OF LAND CONTAINS 9.85 ACRES MORE OR LESS. REGISTERED
PROFESSIONAL
AND LSURVEYOR]
OREGON
MAY 11, 2021
JACOB AUIN CARSON
94570PLS
SURVEYOR'S NARRATIVE RENEWS: 12 3127
THE PURPOSE OF THIS SURVEY IS TO SUBDIVIDE AND MONUMENT A PORTION OF THE PROPERTY DESCRIBED IN INSTRUMENT NUMBER 2020-71069,
DESCHUTES COUNTY OFFICIAL RECORDS, INTO LOTS, ROADS, AND EASEMENTS, AS SHOWN HEREON.
THE BOUNDARY RESOLUTION FOR THE EASTERLY AND SOUTHERLY LINES, AND THE BASIS OF BEARINGS FOR THIS PLAT WERE ESTABLISHED PER
"TALLINE, PHASES 1 AND 2", FILED FEBRUARY 13, 2024, AS COUNTY SURVEY 21258. ALL MONUMENTS AND DATA FROM SAID PLAT WERE HELD.
THE NORTHERLY, AND WESTERLY LINES, ARE PER THE REQUIREMENTS OF THE DECLARANT OF THIS PLAT. THE BASIS OF BEARINGS OF SAID PLAT
WERE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS).
Deschutes County Official Records SHEET 1 OF 8
Steve Dennison, County Clerk 2026-03325
} 01589796202600033250080085
D-PLAT Cnt=1 Pgs=8 stn=4 02/05/2026 02:22 PM
$60.00 $11.00 $61.00 $10.00 $10.00 $152. JO
Did, HU` ES COUNTY SURVEYOR
FILED i o zo2�ys Coll; ns
PLAT NOTES
1. 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 A RIGHT-OF-WAY AND EASEMENT, AND A TEMPORARY RIGHT-OF-WAY AND EASEMENT, 10 FEET IN WIDTH, FOR. TELECOMMUNICATIONS FIBER OPTIC CABLE WITH THE
NECESSARY APPURTENANCES, TO BENEFIT QUANTUM COMMUNICATIONS, LLC, RECORDED DECEMBER 30, 2013, AS INSTRUMENT NUMBER 2013-52193, DESCHUTES COUNTY OFFICIAL RECORDS.
AMENDED BY THE PARTIAL RELEASE OF EASEMENT, RECORDED OCTOBER 27, 2023, AS INSTRUMENT NUMBER 2023-26824, DESCHUTES COUNTY OFFICIAL RECORDS. AS SHOWN.
4. THIS PLAT IS SUBJECT TO THE INFRASTRUCTURE DEVELOPMENT AGREEMENT, RECORDED NOVEMBER 16, 2018, AS INSTRUMENT NUMBER 2018-45904, DESCHUTES COUNTY OFFICIAL RECORDS.
AMENDED BY THE PARTIAL RELEASE OF INFRASTRUCTURE DEVELOPMENT AGREEMENT, RECORDED MAY 11, 2020, AS INSTRUMENT NUMBER 2020-21232, DESCHUTES COUNTY OFFICIAL RECORDS.
5. THIS PLAT IS SUBJECT TO THE DECLARATION OF RESTRICTIVE COVENANT, RECORDED DECEMBER 29, 2020, AS INSTRUMENT NUMBER 2020-71071, DESCHUTES COUNTY OFFICIAL RECORDS.
6. THIS PLAT IS SUBJECT TO A PUBLIC U11UTY EASEMENT FOR PROVIDING STORMWATER, TO BENEFIT THE CITY OF BEND, RECORDED FEBRUARY 1, 2024, AS INSTRUMENT NUMBER 2024-2587,
DESCHUTES COUNTY OFFICIAL RECORDS. AS SHOWN.
7. THIS PLAT IS SUBJECT TO A PUBLIC ACCESS EASEMENT, FOR PEDESTRIAN AND NON -VEHICULAR ACCESS TO THE PUBLIC, AN EASEMENT FOR CITY WATER, TO BENEFIT THE CITY OF BEND, AND A
PUBLIC UTILITY EASEMENT, RECORDED FEBRUARY 5, 2024, AS INSTRUMENT NUMBER 2024-2771, DESCHUTES COUNTY OFFICIAL RECORDS.
8. THIS PLAT IS SUBJECT TO THE PUBLIC FACILITIES IMPROVEMENT AGREEMENT, RECORDED FEBRUARY 5, 2025, AS INSTRUMENT NUMBER 2025-2744, DESCHUTES COUNTY OFFICIAL RECORDS.
9. THIS PLAT IS SUBJECT TO THE CONSENT TO USE AGREEMENT, RECORDED JANUARY 24, 2024, AS INSTRUMENT NUMBER 2024-1795, DESCHUTES COUNTY OFFICIAL RECORDS.
10. THIS PLAT IS SUBJECT TO A RIGHT-OF-WAY EASEMENT, TO BENEFIT PACIFICORP, RECORDED JANUARY 24, 2024, AS INSTRUMENT NUMBER 2024-1796, DESCHUTES COUNTY OFFICIAL RECORDS.
11. THIS PLAT IS SUBJECT TO A STORMWATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT, RECORDED JANUARY 13, 2026-1112, DESCHUTES COUNTY OFFICIAL RECORDS.
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 RIGHTS -OF -WAY. OF NW SKYLINE RANCH ROAD, NW TALLINE PLACE, NW OUTFITTER PLACE, NW
REGENCY STREET, AND THE ALLEYS, 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 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 AND THE CITY ENGINEER;
AND DOES HEREBY DEDICATE TO THE PUBLIC THE PUBLIC ACCESS EASEMENTS (PAE), 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 PACIFICORP THE POWER EASEMENT (PPE), AS SHOWN HEREON;
AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORD SAID PLAT OF "TALLINE, PHASE 3", HENCEFORTH TO BE SO KNOWN. PREPARED FOR
(SEE SHEET 2 FOR DECLARATION SIGNATURE) SKYLINE RANCH NORTHWEST, LLC
945 ROBERTS DR
HOOD RIVER, OR 97031
SHEET INDEX
1. SURVEYOR'S CERTIFICATE, SURVEYOR'S NARRATIVE, PLAT NOTES, AND
DECLARATION
2. DECLARATION SIGNATURE, ACKNOWLEDGMENT, CONSENT AFFIDAVIT, APPROVALS
AND ASSESSOR'S CERTIFICATE
3. PLAT BOUNDARY AND REFERENCES
JOB NAME:
TALLINE
4. LOTS 49-55 AND 79-81
JOB NUMBER:
8549
5. LOTS 56-61 AND 73-78
6. LOTS 62-72
DRAWN BY:
GR JAC
7. EASEMENT DETAILS
CHECKED BY:
JAC MSK
8. EASEMENT DETAILS
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CS 21699
TALLINE, PHASE 3 SHEET 20F8
A TRACT OF LAND LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4, AND THE NORTHWEST 1/4 -----
OF THE NORTHWEST 1/4 OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN, DESCHUTESCOUNTYSURVEYOR
CITY OF BEND, DESCHUTES COUNTY, OREGON p oZ,a 2oz� gy. Collinsmom,
DECEMBER 3, 2025
PLLD20220380
DECLARATION SIGNATURE
SKYLINE RANCH NORTHWEST LLC,
AN OREGON LIMITED LIABILITY COMPANY
,c3� Z -S— 2 �
BY: CAMERON CURTIS, MANAGER DATE
ACKNOWLEDGMENT
STATE OF OREGON )
SS
COUNTY OF �G1,Nrs )
ON THIS S" DAY OF u'eL*""V er , 20 ZS, BEFORE ME PERSONALLY APPEARED CAMERON
CURTIS, MANAGER OF SKYLINE RANCH NORTHWEST LLC, AN OREGON LIMITED LIABILITY COMPANY, AND
ACKNOWLEDGED SAID INSTRUMENT TO BE THE VOLUNTARY ACT AND DEED OF SKYLINE RANCH NORTHWEST LLC.
NOTARY SIGNATURE
PRINTED NAME: 5k" lA vvl for4
NOTARY PUBLIC - OREGON
COMMISSION NO. to Z 6o �b
MY COMMISSION EXPIRES�i
CONSENT AFFIDAVIT
A SUBDIVISION PLAT CONSENT AFFIDAVIT BY COMMUNITY FINANCIAL CORPORATION, AN OREGON CORPORATION, A
TRUST DEED BENEFICIARY PER INS�2 UMENT NUMBER 2025-2183, DESCHUTES COUNTY OFFICIAL RECORDS, HAS BEEN
RECORDED ON �J 20-&jAS INSTRUMENT NUMBER DESCHUTES
COUNTY OFFICIAL RECORDS.
APPROVALS
THE PLAT OF 'TAWNE, PHASE 3", HAS BEEN APPROVED BY:
DESCHUTES COUNTY COMMISSIONER:v
^ DATE
DESCHUTES COUNTY SURVEYOR: i�:�
�Iffll�['� Z � S-Z(JZFi
�
DATE
CITY OF BEND PLANNING DIRECTOR:
,�6p lel-c 2/3 / 20210
DATE
CITY OF BEND ENGINEER:
DATE
SIGNATURE BY THE CITY OF BEND CONSTITUTES ACCEPTANCE BY THE CITY OF ANY DEDICATION MADE HEREIN TO
THE PUBLIC.
ASSESSOR'S 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 --a0e15-202b TAX ROLLS, WHICH HAVE BECOME A LIEN OR WILL
BECOME A LIEN DURING THIS TAX YEAR, HAVE BEEN PAID TO ME.
DESCHUTESCOUNTY ASSESSOR:
I HEREBY CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE
2 .,- . Lo 2 6
DATE
DESCHUTES COUNTY TAX COLLECTOR: "'RC)A Z• S ' LoZ(.
DATE
PREPARED FOR
SKYLINE RANCH NORTHWEST, LLC
945 ROBERTS DR
HOOD RIVER, OR 97031
Il3o/Zo2L
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARBON
94570PLS
c7
C4
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CS 21699
RENEWS:12/31/27
REMAINDER OF 3TALLINE, PHASE SHEET 30F8
PARCEL 1 A TRACT OF LAND LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4, AND THE NORTHWEST 1/4
INST. ]020-)1069 C24 L=58.50' �� 4Y.i9'E
�,.,s.,s.E(R) ��. (R) OF THE NORTHWEST 1/4 OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
sesss•sre azs ze L=+s.so• CITY OF BEND, DESCHUTES COUNTY, OREGON
cza L=92.74• S8905DECEMBER 3, 2025
5.229
N24'09�39'E (R) _ I u,�� oer_eur9v27erofi�er
so.00' /PLLD20220380-soono'aa•w'°.00'
C22 L=9.41'
N04'39'08"E 74.609-
C21 L=24.089-
C20 L=9.60'-
N19-07'33"E (R)
20.00'
C19 L=20.01'
C18 L=18.83'
N04039'08"E 94.629J
C17 L=6.49'-
i
N17-41'10"E (R)
60.00'
C16 L=20.26'
N13'56'27"E (R)
N04'39108"E 11.31'
C15 L=49.72'
N08"54'44"W 19.05'
C14 L=25.02'
C13 L=9.50'
N10-09940"E (R) 20.00'
REMAINDER OF C12 L=23.23I /
PARCEL 2 C11 L=18.21
INST. 2020-71069 N08054144"W 55.25'
C10 L=28.91'
N0011935"W 13.27'
::�-
C9 L=77.74'
N18-55'04"E (R) N w
60.00'
C8 L=8.09'
N1758'18"E (R)
,cv
\N30*52'1-gow
49.17'
N35 32 56 W
53.60'*
C7 L=29.11
C6 L=59.03'*-
w
- --
- N22'14'06"E (R) (PUBLIC)
67
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68 65 ,
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69 64
70
71
72
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73
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57
56
55
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53
52
51
S89'59'27"E
136.90'
INITIAL
POINT
66
N8951'2eW
78.84'*
36
N54'33'03"W
35.34'*
37
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43
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45
'Y 50
N60'1fi 22 W (R) C3 L=14.12'* 46
80 73.00'*, N58'45'39"W (R) '
,�'`'� Nss• 49
47
�, ��s* ' C2 L=55.81'*
ICJ �"TALLINS' 1 �� 48 � PNAS
_N10'35'16"W C5 (R) 2 AND S' Np�40/
5 L=26.26 * �� / 9�NG`
3 11 F
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REMAINDER OF
PARCEL 2
ST. 2020-71069
3 �
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FILED.N!!o 2026 BY:.�Ll2��
REFERENCES
R1 RECORD INFORMATION PER PLAT OF "TALLINE, PHASES 1 AND 2", BY JACOB ALIEN CARBON, FILED
FEBRUARY 13, 2025, AS COUNTY SURVEY 21258.
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl*
54.00'
43'42'53"
41.20'
S6817'13"W 40.21'
C2*
140.00'
22'50'30"
55.81'
S11033'51 "W 55.44'
C3*
535.00'
1'30'43"
14.12'
N30'29'00"E 14.12'
C4*
462.00'
35'0638"
283.11'
S4716'57"W 278.70'
C5*
84.00'
17'54'32"
26.26'
S88'22'00"W 26.15'
C6*
124.00'
2716'26"
59.03'
N69'02'31"W 58.47'
C7*
84.00'
19'51'22"
29.11'
N4502837"W 28.97'
C8
490.00'
0'56'46"
8.09'
N71'33'19"W 8.09'
C9
430.00'
10'21'32"
77.74'
S7615'42"E 77.64'
C10
190.00'
8'43'09"
28.91'
N04'33'09"W 28.89'
C11
13.50'
7715'56"
18.21'
N47'32'42"W 16.86'
C12
210.00'
6'20'20"
23.23'
N83'00'30"W 23.22'
C13
190.00'
2'51'54"
9.50'
S8116'17"E 9.50'
C14
13.50'
10612'30"
25.02'
N4411'31 "E 21.59'
C15
210.00'
13'33'52"
49.72'
N02007'48"W 49.60'
C16
310.00'
3'44'43"
20.26'
N7411'11"W 20.26'
C17
250.00'
1 *29'18"
6.49'
S73'03'29"E 6.49'
C18
13.50'
7956'09"
18.83'
N3518'57"W 17.34'
C19
260.00'
4'24'34"
20.01'
N73'04'44"W 20.00'
C20
240.00'
21731"
9.60'
S72'01'12"E 9.60'
C21
13.50'
10210'54"
24.08'
N55'44'35"E 21.01'
C22
280.00'
1'55'33"
9.41'
N66'48'08"W 9.41'
C23
220.00'
24'09'06"
92.74'
S77'54'54"E 92.05'
C24
1640.00'
2'02'38"
58.50'
N07'16'03"E 58.50'
C25
1560.00' 1
1'43'22"
46.90'
S07'25'41 "W 46.90'
SCALE: 1 "= 80 FEET
80 0 16 40 80
1150120210
rLREGISTERED
PROFESSIONAL
AND SURVEYOR
EGON
MAY 11, 2021
JACOB ALLEN CARBON
94570PLS
RENEWS: 12/31/27
LEGEND
• SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
Ak SET 1-1/8" COPPER DISK INSCRIBED "AKS ENGR."; IN CONCRETE
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R1
A FOUND 1-1/8" COPPER DISK INSCRIBED "AKS ENGR."; IN CONCRETE; PER R1
ABBREVIATIONS
' RECORD AND MEASURED DATA PER R1
W/YPC WITH A YELLOW PLASTIC CAP
IR IRON ROD
INST. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
(R) RADIAL BEARING
PREPARED FOR
SKYLINE RANCH NORTHWEST, LLC
945 ROBERTS DR
HOOD RIVER, OR 97031
C2
N
co
cs 21699
TALLINE, PHASE 3 LEGEND
A TRACT OF LAND LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4, AND THE NORTHWEST 1/4 • SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
OF THE NORTHWEST 1/4 OF SECTION 25 TOWNSHIP 17 SOUTH,RANGE 11 EAST, WILLAMETTE MERIDIAN ■ SET 5/8" IR W/ALC INSCRIBED "AKS ENGR."
> > 0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R1
CITY OF BEND, DESCHUTES COUNTY, OREGON=am� `�� �� �f__� -m /8 IR W/ALC INSCRIBED AKS ENGR. ; PER R1
❑ FOUND 5 " " "
DESCHUTES COUNTY SURVEYOR
ABBREVIATIONS DECEMBER 3, 2025 A FOUND 1-1/8" COPPER DISK INSCRIBED "AKS ENGR."; IN CONCRETE; PER R1
* �'lLEC� 0z �0 20 � �'�` �' n
RECORD AND MEASURED DATA PER R1 PLLD20220380 map
W/YPC WITH A YELLOW PLASTIC CAP CONTINUED ON SHEET 5
I o �1 C,g4 D4, I I
W/ALC WITH A 2" ALUMINUM CAP S89'51'24"E 112.53'
' " ' o C110 �- - C112 L=59.39 IR IRON ROD N18�5 04 E (R) 60.00 "� �=153,43� _ _ _ _
PUE PUBLIC UTILITY EASEMENT N W Tq S89'48'25"W 116.58' i ,
LLINE p� o I 10.00
� A (� E (PUBLIC) o C406 L=49.53
XPSE PUBLIC STORMWATER EASEMENT PER INST. 2024-2587 C411 C131 L=163 o I ; 55
C8 L=8.09 =92.03' 44 " 1 5,580 SF
PPE PACIFICORP EASEMENT " N89 48 25 E 79.38 1
XPPE PACIFICORP EASEMENT PER INST. 2024-1796 N17 5818E (R) soh C410 L=63.32' I f j 36.50' 36.501
CWE CITY OF BEND WATER EASEMENT �__- S89'51'24"E 113.68'
S07 07 01" W --J C415 I -�
E2 QUANTUM COMMUNICATIONS EASEMENT PER INST. 2013-52193 REMAINDER OF 25.18' L=51.46' �1 ^ i ICWE DTL
mo-
PPE 1
_ o
0
co
DTL SEE DETAIL SHEETS 7-8 PARCEL 2 `.� DTL PUE �� � 1 C405 L-49.85' �
ij
SF SQUARE FEET INST. 2020 71069 .`` N79'00'33"W J 54 cy;
cv 5,751 SF
INST. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS ? "2.i9' / 1 Co
MON MONUMENT �`�` ��S• \��5�,9. �� S10 59 27 W-�► = 1 "
NN �0 �\ . 23.00 i m '► S89 51 24 E 119.46
(R) RADIAL BEARING `.-o�- N S. �SBs 4Ne
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C2*
140.00'
22'50'30"
55.81'
S11'33'51 "W 55.44'
C3*
535.00'
1030'43"
14.12'
N30'29'00"E 14.12'
C4*
462.00'
35'06'38"
283.11'
S4716'57"W 278.70'
C5*
84.00'
17'54'32"
26.26'
S88'22'00"W 26.15'
C6*
124.00'
2716'26"
59.03'
N69'02'31 "W 58.47'
C7*
84.00'
19*51'22"
29.11'
N45'28'37"W 28.97'
C8
490.00'
0'56'46"
8.09'
N71'33'19"W 8.09'
C100
498.50'
40'46'50"
354.81'
S09'20'13"W 347.37'
C101
498.50'
30*25'17"
264.68'
S14031'00"W 261.58'
C110
460.00'
19'06'39"
153.43'
S80038'15"E 152.72'
C111
460.00'
11'42'49"
94.04'
S76'56'20"E 93.88'
C112
460.00'
7'23'50"
59.39'
S86'29'40"E 59.35'
C121
535.00'
40'46'50"
380.79'
N09'20'1 A 372.80'
C124
462.00'
26*4419"
215.61'
N16021'29"E 213.66'
C130
120.00'
20'53'50"
43.77'
S10'35'31 "W 43.52'
C131
490.00'
19'0639"
163.44'
S80'38'15"E 162.68'
C136
130.00'
21'56'45"
49.79'
S11'06'59"W 49.49'
C400
535.00'
5'00'46"
46.81'
S2843'58"W 46.79'
C401
535.00'
3'30'03"
32.69'
N27'58'37"E 32.68'
C402
535.00'
5*46'11"
53.88'
N23'20'29"E 53.85'
C403
535.00'
5'33'42"
51.93'
N17'40'33"E 51.91'
C404
535.00'
5'25'21"
50.63'
N1211'01"E 50.61'
C405
535.00'
5'20'21"
49.85'
N0648'1 A 49.84'
C406
535.00'
518'16"
49.53'
N01'2852"E 49.51'
C407
462.00'
3003242"
246.30'
N49'33'55"E 243.39'
C408
462.00'
3118'15"
252.42'
N18'38'26"E 249.29'
C409
462.00'
4'33'56"
36.81'
N32'00'36"E 36.80'
C410
490.00'
7*24'12"
63.32'
S86'29'29"E 63.27'
C411
490.00'
10*45'41"
92.03'
S77'2433"E 91.90'
C412
250.00'
23'20'35"
101.85'
S1847'18"W 101.15'
C413
140.00'
12'43'49"
31.10'
N16'37'12"E 31.04'
C414
140.00'
10'06'41"
24.71'
N0511'57"E 24.67'
C415 1
454.00' 1
6'29'41"
51.46'
S0617'31"W 51.44'
`� �� . `. �� s8� �� �� . S79'00 33 E �: PUE
`.\ `S `S'�9 �` `N e 9 hobo 2.19' � 21/
C404 L=50.63' 6153SF �
8S8 �` `��9� ` 79 / N O / `r
�. �` ��30,695 SF // o / /
S
/ / / S89'51'24"E 130.02'
`V ` /' N /
N` `�` N` �y> N`�\ , �`� / C) CWE DTL
lZ
`\\ „o moo• \ �` �� 80 , Q, �� / C403 L=51.93 6 801 SF oi
XPPE, E2 DTL NN NNNN
.` OF v
�N%I `N `N S89'51'24"E 145.66'
�` SS81), �``` `N`. `�`. i PUE DTL
51 88711 SF �`. /?F .N\ `�\ �N\ ��
1¢S 51 Lo
N`N\ S,�ON `�\ �`N'� �`•N/4 /� C402 L=53.88' 7,711 SF �
l `
`.\ ,y`N•C409 L=36.81' �T� C401 / '°U 0'
h 36 /� F S89'51'24"E 166.87'
MON TO MON Sp• L=32.69' /
*60 CWE DTL
NN
XPPE, E2 DTL �` �: �`�0 ? C400 L=46.81' 8,841 SF 50
- 0* Ov -
PUE DTL x` / PUE DTL
-�'�
C3 L_ 14.12'* 14.93 S89'51'24"E 176.93'
80 N58'45'39"W (R)
5.38' �`�o• 25,244 SF ALLEY(PUBLIC)
ALLEY
yv' 3r (
o s*'ems 0 10.00'
c9
49 Lo
A'l 10,549 SF N
241*
co
C130
1;PQ� 0s* L=43.77'
s XPSE DTL �' /P5��
PREPARED FOR
'x0 SKYLINE RANCH NORTHWEST, LLC \
?,o C7 L-- 29.11* r____-, "��, , 945 ROBERTS DR ,
HOOD RIVER, OR 97031 10.26
10.22' o
C6 L=59.03 * N10'3516 W C5 (R) / I�Zpy�
41
C5 L=26.26'*,,-' \
SHEET 4 OF 8
10.00'
I
I CD
0
t Q
I
Z
I
ClQ
LO
o rn
I
o �
ui uj
co
�
43�
rn d-
Lo
o
m
�!::
�::
3
M M
to
M
00 o
co
ao
CD
Cl
91
((C>
N
Q
I
to
0
I
44
rn
I °O
w
ca
W
0
I o
o
z
0
0
45
0
46
I
I 10.00'
1
cV
0
I
A
%
47
1^
C414
L=24.71'*
!;
C2 '
/N
L=55.81'*
'
20.48'
C413
L=31.10'*
I.;
- REGISTERED
PROFESSIONAL
JOB NAME: TALLINE
AKS ENGINEERING & FORESTRY, LLC
2777 NW LOLO DR, STE 150
- LAND SURVEYOR
JOB NUMBER: 8549
BEND, OR 97703
541.317.8429
WWW.AKS-ENG.COM
SCALE: 1 "= 40 FEET
o OREGON
DRAWN BY: GR JAC
JA OBYALLEN CARSON
CHECKED BY: JAC MSK
ENGINEERING •SURVEYIN • NATURAL RESOURCES S
94570PLS
40 0 8 20 40 RENEWS: 12 31 27
DRAWING NO.: 8549 PLAT PH3
FORESTRY •PLANNING •LANDSCAPE ARCHITECTURE
t;,5 Z 1 b 3 3
TALLINE, PHASE 3
A TRACT OF LAND LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4, AND THE NORTHWEST 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 3, 2025
PLLD20220380
LEGEND
• SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
■ SET 5/8" IR W/ALC INSCRIBED "AKS ENGR."
A SET 1-1/8" COPPER DISK INSCRIBED "AKS ENGR."; IN CONCRETE
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER Rl
CONTINUED ON SHEET 6
till,'
N17'41110"E (R) 5�01 144.24'
60.00' C115 L=23.52' 1.50' DTL S89'51'24"E 149.25'
�'�'�00 C116 35.00PUE DTL
_ 80._43' C114 L 01 08877.36 _-S87'02'36"W 81.93' 506 L=49.66'
61
° "' 1VW OUTFITTER PLACE (PUBLIC)oN 7,298 SF
oC16 L=20.27" C133 L=71.25' o S87'02'36"W 44.75'' ' " '
N13'S6'27"E (R) 36.50 36.50S89 51 24 E 145.34
N04'39'08"E 11.31' i N04'39'08"E 8.71' PAE DTL -m i �i� 8.00'
i 10.00 i PUE
ALLEY (PUBLIC) � a, � C505 L=49.81'
C109 L=47.35' C517 L=35.98' 73 C513 L=42.22' -n 60
REMAINDER OF C15 L=49.72' i 4;855 SF Q - ,�- CWE 7,065 SF
PARCEL 2 i
S89. 48 25 W 120.13 DTL
INST. 2020-71069 " ' CWE DTL ���- O N ► S89'51'24"E 139.84'
C516 L=9.00
10.00 , cr
r
N08754'44"W 19.05' j 74 C512 L=34.76' '-- _ ' N ��
C14 L=25.02 _ N� 4,130 SF (,� � C504 L=50.01
C13 L-9 50' S89'48'25"W 119.25' z ►1 4 59
it 0+ a' ' o U 6,753 SF
' 1 ! CWE
pUE C511 L=34.85 to DTL
N10'09'40"E(R)10'00�75 � 13� v i S89'51'24"E 132.74'
i "' 1 4,106 SF z
20.00' 10.00 d, --
S89'48'25"W 118.91' J -�
N, 3 ALLEY (PUBLIC)
C12 L=23.23'
PUE
C503 L=50.26'
_ `_��
C113 L=40.74 DTL 76 C510 L=34.97
; 58
C11 L=18.21' r z "'� 4,107 SF
`PUE 6,361 SF
o �,► S89'4825"W 119.33'
N08054'44"W 55.25' z � ;
z '
DTL
` ' s89•51'24"E 124.01'
' ' C509 L=24.65
I
-
�C502 L-7.53
ALLEY (PUBLIC) 10.00' \ N i C515 L=7.75' 77
4,135 SF
i
C508 L=10.42 \
C108 L=30.44� S89.48'25"W 120.49'
C501 L=42.64' S7
C10 L=28.91 �
5,921 SF
N0011'35"W 13.27' M C514 L=24.21' Lo-
CWEDTL
..� C9 �, N , 10.00 C507 L=42.76
78
0
" ,
S89 51 24 E 115.96
_
�77.74' �' i 5,152 SF
j
.- 8.00'
o N00'11'35"W 15.87' 1
36.50'
`V
36.50' i PUE 56
h O N0011'35"W 15.19' C132 L=45.51' S89'48'25"W 78.82'
5,636 SF
o C500 L=49.64'
o \1 C_94 0 ,--N07'12'16"E 29.50' o
4
�
J
to
C110 L;15�,- C712 L=59.39'
-
ro
S89'51'24"E 112.53'
- - -
tV �V '' �' S89'48'25"W 116.58'
A L L tNE
-
55
p L A C E (PUBLIC)
�
CONTINUED ON SHEET 4
I
L
o
i
00
114-
00 o
Lo3:: 3
M lco
ro
o r 00
0
can �a
6
oi
10.00'
0
Lo
ai
0
Lo
t
�r
rn
oo�
to
0
0
0
DESCHUTES COUNTY SURVEYOR
FILED oz o207 6 By. Col i•
ABBREVIATIONS
• RECORD AND MEASURED DATA PER R1
W/YPC WITH A YELLOW PLASTIC CAP
W/ALC yV17N p 2" ALUMINUM CAP
IR IRON ROD
PUE PUBLIC UTILITY EASEMENT
PAE PUBLIC ACCESS EASEMENT
CWE CITY OF BEND WATER EASEMENT
DTL SEE DETAIL SHEETS 7-8
SF SQUARE FEET
INST. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
(R) RADIAL BEARING
J*
0
ui
37
> 38
w
- N
Lo
'^
3
�
co
39
M
�
o
o
Q
c
O
Cl
ui
co
0
ui
to
Z
10.00'
v
V
Q
40
1
SCALE: 1 "= 40 FEET
40 0 8 20 40
41 PREPARED FOR
SKYLINE RANCH NORTHWEST, LLC
945 ROBERTS DR
HOOD RIVER, OR 97031
/ 30/ ZaZC
REGISTERED
PROFESSIONAL
LAND SURVEYOR
2
OR GON
MAY 11, 2021
JACOB ALLEN CARBON
94570PL5
RENEWS:12/31/27
SHEET 5 OF 8
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C9
430.00'
10.21'32"
77.74'
S7615'42"E 77.64'
C10
190.00,
843'09"
28.91'
N04'33'09"W 28.89'
C11
13.50'
7715'56"
18.21'
N47'32'42"W 16.86'
C12
210.00'
6'20'20"
23.23'
N83'00'30"W 23.22'
C13
190.00'
2'51'54"
9.50'
S81 *16'17"E 9.50'
C14
13.50'
10612'30"
25.02'
N44011'31"E 21.59'
C15
210.00'
13'33'52"
49.72'
NO2'07'48"W 49.60'
C16
310.00'
3'44'43"
20.26'
N7411'11"W 20.26'
C100
498.50'
40'46'50"
354.81'
S09'20'13"W 347.37'
C102
498.50'
10*21'33"
90.13'
S05'52'25"E 90.01'
C103
1601.50'
7'01'24"
196.31'
S07.32'30"E 196.18'
C108
200.00'
843'09"
30.44'
N04'33'09"W 30.41'
C109
200.00'
13'33'52"
47.35'
NO2'07'48"W 47.24'
C110
460.00'
19'06'39"
153.43'
S80'38'15"E 152.72'
C111
460.00'
11'42'49"
94.04'
S76'56'20"E 93.88'
C112
460.00'
7023'50"
59.39'
S86'29'40"E 59.35'
C113
200.00'
11 *40'16"
40.74'
S85'40'28"E 40.67'
C114
280.00'
20038'34"
100.88'
S82038'07"E 100.34'
C115
280.00'
448'47"
23.52'
S74'43'13"E 23.51'
C116
280.00'
15'49'47"
77.36'
S85'02'31 "E 77.11'
C121
535.00'
40'46'50"
380.79'
N09'20'13"E 372.80'
C122
1565.00'
7*35'18"
207.27'
S0715'33"E 207.12'
C125
462.00'
6'3543"
53.18'
S07'45'20"E 53.15'
C126
1638.00'
5059'50"
171.45'
S08'03'17"E 171.37'
C128
210.00'
8'43'09"
31.96'
N0433'09"W 31.93'
C129
190.00'
13'33'52"
44.98'
NO2'07'48"W 44.88'
C132
430.00'
6'03'52"
45.51'
N87'09'39"W 45.49'
C133
310.00'
1310'09"
71.25'
S86'22'20"E 71.10'
C500
535.00'
5*18'58"
49.64'
NO3'4945"W 49.62'
C501
535.00'
4.33'58"
42.64'
N08'46'13"W 42.63'
C502
1565.00'
016'33'
7.53'
S10'54'56"E 7.53'
C503
1565.00'
1'50'25"
50.26'
N09'51'27"W 50.26'
C504
1565.00'
1.49'51"
50.01'
N08001'19"W 50.01'
C505
1565.00'
1'49'24"
49.81'
N0611'41"W 49.80'
C506
1565.00'
1'49'05"
49.66'
N04'22'27"W 49.65'
C507
462.00'
518'11"
42.76'
S07'06'34"E 42.75'
C508
462.00'
117'32"
10.42'
N10'24'26"W 10.42'
C509
1638.00'
0'51'45"
24.65'
S10'37'20"E 24.65'
C510
1638.00'
1 "13'23"
34.97'
S09'3446"E 34.97'
C511
1638.00'
113'09"
34.85'
S08'21'29"E 34.85'
C512
1638.00'
112'57"
34.76'
S07'08'27"E 34.76'
C513
1638.00'
1.28'36"
42.22'
S05'47'40"E 42.22'
C514
210.00'
6'36'20"
24.21'
NO3'29'45"W 24.20'
C515
210.00'
2006'49"
7.75'
N07.51'20"W 7.75'
C516
190.00'
2'42'55"
9.00'
N07'33'17"W 9.00'
C517
190.00'
10'50'57"
35.98'
NOO'46'21 "W 35.92'
AKS ENGINEERING &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
N
CS 2 169 9
TALLINE, PHASE 3
A TRACT OF LAND LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4, AND THE NORTHWEST 1/4
OF THE NORTHWEST 1/4 OF SECTION 25, TOWNSHIP 17 SOUTH, RANGE ii EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
DECEMBER 3, 2025
PLLD20220380
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl*
54.00'
4342'53"
41.20'
S6817'13"W 40.21'
C17
250.00'
1 *29'18'
6.49'
S73'03'29"E 6.49'
C18
13.50'
79'56'09"
18.83'
N3518'57"W 17.34'
C19
260.00'
V24'34"
20.01'
N73'04'44"W 20.00'
C20
240.00'
217'31"
9.60'
S72'01'12"E 9.60'
C21
13.50'
1021O'S4"
24.08'
N55'4435"E 21.01'
C22
280.00'
1055'33"
9.41'
N66'48'08"W 9.41'
C23
220.00'
24'09'06"
92.74'
S77'54'54"E 92.05'
C24
1640.00'
2'02'38"
58.50'
N0716'03"E 58.50'
C25
1560.00'
1'4322"
46.90'
S07 25'41 "W 46.90'
C104
1600.00'
1219'14"
344.05'
S02107'45"W 343.39'
C105
1600.00'
910'25"
256.17'
S00'33'20"W 255.90'
C106
1600.00'
010'47"
5.02'
S0513'56"W 5.02'
C107
1600.00'
2058'02"
82.86'
S06'48'21 "W 82.85'
C114
280.00'
20738'34"
100.88'
S82'38'07"E 100.34'
C115
280.00'
448'47"
23.52'
S74'43'1 A 23.51'
C116
280.00'
15'4947"
77.36'
S85002'31 "E 77.11'
C117
250.00'
8753'49"
38.82'
S7519'21 "E 38.78'
C118
250.00'
24'09'06"
105.38'
S77054'S4"E 104.60'
C119
250.00'
4'01'55"
17.59'
S67'51'19"E 17.59'
C120
250.00'
20'07'11"
87.79'
S79'55'52"E 87.34'
C123
1560.00'
7'27'41"
203.15'
NOO'15'14"E 203.01'
C127
1640.00'
7'0550"
203.15'
N00'35'31 "E 203.02'
C134
250.00'
14730'34"
63.31'
N85'42'07"W 63.14'
C135
280.00'
17'58'43"
87.86'
S81'00'06"E 87.50'
C600
1560.00'
1 *49'13"
49.56'
NO2'34'00"W 49.56'
C601
1560.00"
1'49'06"
49.51'
N00'44'50"W 49.51'
C602
1560.00'
1'49'06"
49.51'
N01'04'16"E 49.51'
C603
1560.00'
2000'16"
54.57'
S02'58'57"W 54.57'
C604
1640.00'
116'48"
36.64'
S0219'00"E 36.64'
C605
1640.00'
1'07'25"
32.16'
S01'06'54"E 32.16'
C606
1640.00'
1 *07'18"
32.11'
S00'00'28"W 32.11'
C607
1640.00'
1 *07'12"
32.06'
S01'07'43"W 32.06'
C608
1640.00'
1'07'09"
32.03'
S0214'53"W 32.03'
C609
1640.00'
119'58"
38.15'
S03'28'27"W 38.15'
S8) - '38�E 80-
C24 L=58.50' 4 00, ��� (R)
I 40.Op'
S83'45'16"E (R) 1
S89'59'27"E 8.25'
001
c23=9 40.00' N' ,
*v 0 2. 74 _40.00
C119 1 =17 59'
REMAINDER OF
PARCEL 1
INST. NO.
L=46.902020-71069
S89059'27"E 165.229
SHEET 6 OF 8
DESCHUTES COUNTY SURVEYOR
FlLED oz m BY:.1�211t125_
ABBREVIATIONS
f RECORD AND MEASURED DATA PER Ri
W/YPC WITH A YELLOW PLASTIC CAP
W/ALC WITH q p" ALUMINUM CAP
IR IRON ROD
PUE PUBLIC UTILITY EASEMENT
XPUE PUBLIC UTILITY EASEMENT PER INST. 2024-2771
XPAE PUBLIC ACCESS EASEMENT PER INST. 2024-2771
CWE CITY OF BEND WATER EASEMENT
XCWE CITY OF BEND WATER EASEMENT PER INS?. 2024-2771
DTL SEE DETAIL SHEETS 7-8
SF SQUARE FEET
INST. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
E1 PACIFIC POWER & LIGHT COMPANY EASEMENT PER INST. 1991-49,
VOL 226 PAGE 308
(R) RADIAL BEARING
A tp� o O
C120 _ M S89'59'27"E ui ui co
C118 �-� 87.7g'
i C_ 105 3e- ' _ _ _ 45.42' - --� , „ n
S89 59 27 E 209.00 3
�--N20'07'44"E 29.50' o� C106 L=5.02' - - - - 191 27' - - -
o17.73 M REMAINDER OF INITIAL
C22 L-9.41 C135 M S89'59'27"E NW REGENCY STREET(PUBLIC) o o PARCEL 2
N22'14'06"E10R) r 10 p L=8786� o c> o INST. 2020-71069 POINT
00' , p' 2.81 DTL ui o
N04'39'08"E 74.60' C609 L=38.15
' S89'59'27"E 143.85' N S89'59'27"E 136.90'
-- 8.00, 67 40.00' r 40.00' % 17.42' � NO3' 6' 9" ,126.43" •1 ' � S89'59'27"E 144.72'
r PUE 3,515 SF u-, , 3 0 E 26.00 7 82
ALLEY (PUBLIC) �;� r S „ � p�6
�, 85 20 52 E 90.83'S86 23 51 E 9.35
C21 L=24.08' o cso8 L=32.o3' M , 65 �5
r of C603 L=54.57' 7,947 SF �- �.:ti`L�`'
C20 L=9.60' 2,926 68SF co � i 10.00' S31'26'38"E 10.00'�� ..�h��� Cl
S85'20'52"E 9 `� ' S89'51'24"E 146.55' 10.00
2.17 J �o
4.49'
11.72'
N1967'33"E (R) 10.000 ' o; PUE DTL C607 L=32.06' o ' 1726 SF
20.00' 1 00' ;� 69 �' 00 i r F
r
C19 L= 1' N 2,979 SF cwE DTL o , - � o
20.0 S85'20'S2"E N Q , C602 L 49.51' 6 4- cn o
94.14 r � r 7,281 SF �' O
C117 L=38.82' o _ i ^ T a r XCWE, XPUE,
C606 L=32.11
/ o� J �- �, 0 rF-8.00' PUE o AND XPAE DTL
C18 L=18.83' 70loco
o' N `r'i 3,053 SF , S89'51'24"E 147.36' 3 35
W -co
�i '..........
S85'20'S2"E 96.74'
N
REMAINDER OF N 8.00' V J o o N89'51'24"W NS
PARCEL 2 tp o PUE C605 L=32.16' Z M , C601 L=49.51 63 L a o, �a 20'*
INST. 2020-71069 d4- c N , 71 Q 7,282 SF 78.84 * pis �p�3 \0?1 Rl
Z ; 3,146 SF ' -, ALLEY (PUBLIC) � `��'* G� aID �t
S85 20 52 E 99.98' Sri
ALLEY (PUBLIC) ' W 36 L�,� ' 1 Sp0'0
10.00' 10.00' S89051'24"E 146.59' N P p,SES '' eo�PR
i CWE DTL _ ? �_ �- PUE DTL �
' i 4,273 SF �-- 40.00' >' 40.00' o o P
C17 L= 6.49
C604 L=36.64' i ! C600 L=49.56' 7 62SF '
l4-t-- 8.00' PUE
O M
00
(
N17"41'10"E R o ' C134 L=63.31' S87'02'36"W 41.65 5.01' i i44.24' o 00 37
N, , N O
60.00' Cl 15 L=23.52' 0 1.50' DTL Z �- PUE DTL S89'S1'24"E 149.25' o 0
- o 1 35.00 61 I (b cOn
C116 L=77.36' f`' 80.43 _ !
o C114`'' _ --- - _ - -
L=100.88' S87'02'36"W 81.93'
.�
r NW OUTFITTER PLACE (PUBLIC)
i
CONTINUED ON SHEET 5
LEGEN D N
• SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
■ SET 5/8" IR W/ALC INSCRIBED "AKS ENGR."
A SET 1-1/8" COPPER DISK INSCRIBED "AKS ENGR."; IN CONCRETE
0 FOUND 5/8" IR W/YPC INSCRIBED "AKS ENGR."; PER R1
SCALE: 1 "= 40 FEET
40 0 8 20 40
PREPARED FOR
SKYLINE RANCH NORTHWEST, LlC
945 ROBERTS DR
HOOD RIVER, OR 97031
1 t3o Iz oZL
REGISTERED
PROFESSIONAL
LAND SURVEYOR
-oei
F
RE OY 11. 2021
08
JACMOB ALIEN CARB
O4570PLS
RENEWS: 12/31
y
N
(;$ 21699
TALLINE, PHASE 3
A TRACT OF LAND LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4, AND THE NORTHWEST 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 3, 2025 - - - - - - - - -
PLLD20220380 DESCHUTES COUNTY SURVEYOR
FlLED °� � aw BY* CA rns
/
r8'pp� N69'35'52"W 6.29'
5 2
N20'24'OS"E 6.66'
15.10' S89'51'24"E
i
/
�N20'24'08"E 16.01'
O
g p p, l' S69'35'52"E 6.28'
� 51
///'%`-C702 L=40.00'
Z ;
/
.� 8.89' i S89'51'24"E
/
Z '
/
/
/
/
/
�C701 L=43.85'
50 /
/
/
/
�� -N59'33'19"W 13.46'
Ss�2s/ 7.10 N00'08'36"E 8.00'
"`�tio 49
�f'p�C'� S89'51'24"E 4.14'
LOTS 49-52
PUE DETAIL
SCALE: 1 "= 20'
N37'01'16"E 10.30'
S52'58'44"E 24.50'
C716 L=15.80'
XPSE - =�� 81
C715 L=13.31'
� S37'01'16"W 9.80'
C714 L=11.26' �
N '\
� SyF C>>3
"040
C703 L=2.64'-
S79'13'00"W 6.13'
QpUE
N10'47'00"W 13.78'
Z
58
J
14.43' S89'51'24"E
_
N10'47'00"W 8.89'
Q
� 57 J
N7913'00"E 6.15'
LOTS
57-58
PUE DETAIL
SCALE: 1 "= 20'
f
SHEET 7 OF 8
ABBREVIATIONS
PUE PUBLIC UTILITY EASEMENT
XPSE PUBLIC STORMWATER EASEMENT PER INST. 2024-2587
PAE PUBLIC ACCESS EASEMENT
PPE PACIFICORP EASEMENT
XPPE PACIFICORP EASEMENT PER INST. 2024-1796
E2 QUANTUM COMMUNICATIONS EASEMENT PER INST. 2013-52193
INST. INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
N 85'20'34"W 6.17'
i�
r88*21'09"W 6.13'
W
zPUE
8.00
6
W
za
L
PUE--1 63
>- PUE! 69
,
-J
�0
S89 51 24"E
:
1
N0138 51"W 11.73
W �-N04 39 26" E 11.33
-1 14.17 S85'20'52"E
-- C700 L-5.01'
61
�'
14.17 i S89 51 24 E
*38'51 "W
--�
iA-----N04&39'26"E 11.33
Z
F8.O
to
C,� i N O1 10.94'
�
70
S86'1911 W 5.00
"
Z i 62
Z
Z
N88 21 09" E 6.12
S85'20'34"E 6.17'
LOTS 61-62
LOTS 62-63
LOTS 69-70
PUE DETAIL
PUE DETAIL
PUE DETAIL
SCALE: 1 "= 20'
SCALE: 1 "= 20'
SCALE: 1 "= 20'
-rS81'05'34"W 6.17'
75
i
pUE�N08'54'26"W 13.27'
J 14.33' N89'48'25"E
Q lra-�N08'54'26"W 9.39'
11 76
�-'W%�N81'05'34"E 6.17'
�6>- LOTS i5-76
PUE DETAIL
SCALE: 1 "= 20'
80
S�3 �
•06;
LOTS 79-81
XPPE AND E2 DETAIL
SCALE: 1 "= 20'
-S02'24'25"W 10.23' 80
N87'35'35"W 24.50' -_----�
4NtO274'25�"'E 10.68' O
XPSE ROP
G 0000
C712 L=17.66'C711 L=.60'
LOT 80
XPSE DETAIL
SCALE: 1 "= 20'
C706 L=10.04'
�.
;018' C705 L=0.03' o�
C704 L=20.07' Q
0.18'
0.18 C705 L=0.03' /
NOT TO SCALE
PREPARED FOR
SKYLINE RANCH NORTHWEST, LLC
945 ROBERTS DR
HOOD RIVER, OR 97031
NW TALLINE PLACE
C709 L=9.70'
C710 L=29.00'
i
81
W I 79
N04'22'47"E a
18.13'
\--SO4*22'47"W
N85'37'13"IN --J 18.13'
29.00'
LOT 79
PPE DETAIL
SCALE: 1 "= 20'
NW OUTFITTER
N87'02'36"E 2.00' PLACE
ul 0
z, a
C720 L=14.52 �� O
N
73
PAE z
C719 L=8.20' x� "
Q
C718 L=4.55' Z
LOT 73 ss8>>; 79 '
i
PAE DETAIL 2F �'80�•
SCALE: 1 "= 20' i
I /3 n 1.0L.6
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARBON
94570PLS
80°o-'-loelill
•,
�-
S51'20'03"E 8.00'--,�,r
LOT 80
PUE DETAIL
SCALE: 1 "= 20'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C700
1552.00'
011'06"
5.01'
NO3'35'16"W 5.01'
C701
543.00'
437'36"
43.85'
N28'07'38"E 43.84'
C702
543.00'
413'15"
40.00'
N23'42'13"E 39.99'
C703
250.00'
0*36'17"
2.64'
N30'09'31 "E 2.64'
C704
462.00'
2*29'19"
20.07'
N35'32'25"E 20.07'
C705
462.00'
0000'12"
0.03'
N3417'39"E 0.03'
C706
462.00'
114'42"
10.04'
N33'40'13"E 10.04'
C707
462.00'
2'30'27"
20.22'
N31'47'38"E 20.22'
C708
462.00'
O'48'47"
6.56'
N30'08'02"E 6.56'
C709
490.00'
1'08'05"
9.70'
S83'21'26"E 9.70'
C710
490.00'
3'23'29"
29.00'
S85'37'13"E 29.00'
C711
84.00'
5'51'52"
8.60'
S82020'40"W 8.59'
C712
84.00'
12'02'41"
17.66'
N88'42'04"W 17.63'
C713
124.00'
18052'21"
40.84'
N70'02'37"W 40.66'
C714
124.00'
512'09"
11.26'
N58'00'22"W 11.26'
C715
84.00'
9004'46"
13.31'
N50'51'55"W 13.30'
C716
84.00'
10'46'36"
15.80'
N40'56'14"W 15.78'
C717
1638.00'
0'56'35"
26.96'
S05'31'39"E 26.96'
C718
14.50'
17'58'38"
4.55'
S14'59'15"E 4.53'
C719
25.50'
18'24'55"
8.20'
S14'46'06"E 8.16'
C720
1640.00'
0'30'27"
14.52'
S051826"E 14.52'
C721
462.00'
4'22'23"
35.26'
N36'28'45"E 35.25'
C722
454.00'
419'40"
34.29' 1
S36'30'07"W 34.28'
cn
N
�$ 21699
RENEWS:12/31/27
TALLINE, PHASE 3
A TRACT OF LAND LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHWEST 1/4, AND THE NORTHWEST 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 3, 2025
PLLD20220380
SHEET 8 OF 8
DESCHUTES COUNTY SURVEYOR
FILE O2 . o a 2lo BY:
S63'58'41"E 10.07' (�N75'25'00"W 10.10'
C801 L=10.49' ��� " ---,1_ S81'02'05"W 10.00'
��S89751'24"E
S26 01 19 W 5.64 C803 L=13.03' N14'35'00"E 10.45' C805 L=2.32' S5 N83'17'35"E 10.02' --�--� N08'57'55"W 7.89'
C800 L=6.67' 11.12' 51 ! __ , S85'04'59"E 10.02' ! C809 L=6.28'
� " C804 L=10.00 � C807 L=7.05 _-�-► " � KS89'51'24-E "C802 L-7.21' 10.33 ► S89 51 24 E 53 1 " - S06 42 25 E 8.25 10.14 59
LL/ Q SO4 55 01 W 10.00 C806 L=2.95' CWE C808 L=7.81
/ Q C' S26 01 19 W 11.52 -- N14'3 ' " Z Q CWE i 10.08' S89'51'24"E 57 CWE-N08'ST55"W 6.21'
V Q- / ,�W£ , 5 Oo E 9.78 J -� 54 W Q ---�"�-S06'42'25"E 1.75' W Q J
"ot
O N63'S8'41"W 10.07' �/ O `�J �" �N85'04'59"W 10.02' z O ?�-N81*02'05"ES8
Q " 52 Y J S83'17 35 W 10.02 56 J 10.00
50 S75 25 00 E 10.1 o v) v LOT 54 >- LOT 56 >CC
-
S� �V LOTS 50-51 V LOTS 52-53 Z Sd _ = 58 59
Q CWE DETAIL N o CWE DETAIL v CWE DETAIL
4Q' CWE DETAIL CWE DETAIL Z SCALE: 1 "= 20' z SCALE:1 "= 20' z "_
AQ SCALE: 1 "= 20' Q 3 Q SCALE: 1 = 20
SCALE: 1 "= 20' z z cc
N83.29'10"E 10.00'
C811 L=10.00'
��-SO6'30'50"E 10.00'
C810 L=11.19'
Q
CWE
60
• ! " !
W Q
z
S83 2910 W 10.00
� °C
59
LOT 60
N v
z CWE DETAIL
Q
Z
SCALE: 1 "= 20'
N89'59'27"W 3.50'�
3
�
M
r-
S00'00'33"W 7.28'--- ;_
o
P
O
-ern
66 -"--
N
�."
.' cP
35
00RS�P�
36 Q
LOT 66
XPUE DETAIL
SCALE: 1 "= 20'
NW REGENCY
STREET s89.59'27"E
2.81' W (�
67 1 z oa
LOT 67 } CC
MON DETAIL -le _
SCALE: 1 "= 20' z
�a
Zcc
73
.,.,.3 L=5.38'
S83'06'15"W 10.01'�-
� - C812 L=10.00'
S06'53'45"E 10.00'
'V CWE W Q
74 j
N83 0615E 10.01
LOT 74 in Z
CWE DETAIL 3: a
SCALE: 1 "= 20' z cc
6 6 N 45'02'42"E 6.09'
/-S54*33'03"E 8.34'
s�0 XCWE
0�3 NW POLARSTAR COURT
36 C818 L=6.19'
LOT 66
XCWE DETAIL
SCALE: 1 "= 20'
o
Wa
OEM
Nv
1.50' a
NW_ OUTFITTER z oc
PLACE
CENTERLINE
MON DETAIL
SCALE: 1 "= 10'
N87'50'17"E 10.01'
C815 L=8.89'
72 r
C814 L=10.00'
� CWE
NO2'09'43"W 10.00' i
L_-
0
W Q
J
S87.50'17"W 10.01'
0.01
Cc
LOT 72
_
N Z
CWE DETAIL
� Q
SCALE: 1 "= 20'
z oc
66 N62.57'303 3.96' 35
36 �2p L,2 C8
G CO
S32'04"E 2.00'-� W Pp�Rs�
44'AR
N
LOT 66
XPAE DETAIL
SCALE: 1 "= 20'
PREPARED FOR
SKYLINE RANCH NORTHWEST, LLC
945 ROBERTS DR
HOOD RIVER, OR 97031
LEGEND
• SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
■ SET 5/8" IR W/ALC INSCRIBED "AKS ENGR."
9 L=1.56'
S89'25'31 "E 10.01'
69
N00• 34 29 E 6.14-- - C817 L=6.85'
S85'20'52"E
]0.03 C816 L=6.50
N00.34'29"E 7.21'---� (�
L CWE Q
70 z 0
N89'25'31 "W 10.01'_� 'J
LOTS 69-70ch
_
CWE DETAIL Z
SCALE: 1 "= 20' � Q
N z it
ABBREVIATIONS
W/YPC
WITH A YELLOW PLASTIC CAP
W/ALC
1M7}{ p 2" ALUMINUM CAP
IR
IRON ROD
XPUE
PUBLIC UTILITY EASEMENT PER INST. 2024-2771
XPAE
PUBLIC ACCESS EASEMENT PER INST. 2024-2771
CWE
CITY OF BEND WATER EASEMENT
XCWE
CITY OF BEND WATER EASEMENT PER INST. 2024-2771
INST.
INSTRUMENT NUMBER PER DESCHUTES COUNTY OFFICIAL RECORDS
MON
MONUMENT
� /-5 o/zoLb
REGISTERED
PROFESSIONAL JOB NAME:
TALLINE
LAND SURVEYOR
JOB NUMBER:
8549
Ali
DRAWN BY:
OR GON
GR JAC
MAY 11. 2021
JACOB AILEN CARBON CHECKED BY:
JAC MSI
94570PLS
RENEWS: 1 1 27 DRAWING NO.:
8549 Pl
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C800
535.00'
0'42'52"
6.67'
N26'35'01"E 6.67'
C801
535.00'
1.07'25"
10.49'
N25'39'53"E 10.49'
C802
535.00'
0046'19'
7.21'
N1516'51"E 7.21'
C803
535.00'
1'23'42"
13.03'
N1411'51 "E 13.03'
C804
535.00'
1 *04'15*
10.00'
N04'55'01 "E 10.00'
C805
535.00'
014'53*
2.32'
N0415'26"E 2.32'
C806
535.00'
018'570
2.95'
N061945"W 2.95'
C807
535.00'
0*45'19"
7.05'
N06'51'53"W 7.05'
C808
1565.00'
017'10"
7.81'
S09'04'49"E 7.81'
C809
1565.00'
013'48'
6.28'
S08.49'21"E 6.28'
C810
1565.00'
0024'35"
11.19'
S06054'06"E 11.19'
C811
1565.00'
0'21'58"
10.00'
S06'30'50"E 10.00'
C812
1638.00'
0020'59"
10.00'
S06'5345"E 10.00'
C813
1638.00'
011'17"
5.38'
S06'37'37"E 5.38'
C814
1640.00'
0'20'58"
10.00'
NO2'09'43"W 10.00'
C815
1640.00'
018'38"
8.89'
N01'49'55"W 8.89'
C816
1640.00'
013'38"
6.50'
N00'27'18"E 6.50'
C817
1640.00'
014'22"
6.85'
N00.41'18"E 6.85'
C818
54.00'
6'34'21"
6.19'
S49.42'56"W 6.19'
C819
54.00'
1'39'38"
1.56'
S8918'50"W 1.56'
C820
54.00'
3113'05"
29.42'
S72'52'29"W 29.06'
C821
56.00'
27039'32"
27.03'
S71'05'42"W 26.77'
a
N
J
CS 21699