HomeMy WebLinkAboutSurvey 20776SKYLINE RANCH PHASE II
A SUBDIVISION LOCATED IN THE SOUTHEAST QUARTER OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
FEBRUARY 2022
DECLARATION
KNOW ALL PERSONS BY THESE PRESENTS THAT SKYLINE RANCH DEVELOPMENT INC., AN OREGON CORPORATION,
THE OWNER OF THE LAND SHOWN ON THIS PLAT, HAS CAUSED SAID LAND TO BE SURVEYED AND PLATTED IN
ACCORDANCE WITH THE PROVISIONS OF O.R.S. CHAPTER 92, INTO LOTS, PRIVATE ROADS, CONSERVATION AREA
TRACT, WATER EASEMENTS, PUBLIC UTILITY EASEMENTS, PATH EASEMENTS, PRIVATE DRAINAGE EASEMENTS,
RESOURCE MANAGEMENT CORRIDOR EASEMENTS, PRIVATE ROAD TURNAROUND EASEMENTS, AND ACCESS
EASEMENTS AS SHOWN ON THIS PLAT, AND DOES HEREBY SUBMIT FOR APPROVAL AND RECORDING SAID PLAT TO BE
KNOWN AS SKYLINE RANCH PHASE II; AND CCCC LLC, AN OREGON LIMITED LIABILITY COMPANY,AS BENEFICIARY
UNDER DEED OF TRUST RECORDED JULY 13, 2020,INSTRUMENT NO. 2020-33148,CONSENTS TO SAID PLAT;
AND SKYLINE RANCH DEVELOPMENT INC. HEREBY DEDICATES TO THE PUBLIC, THE PUBLIC UTILITY EASEMENTS
(PUE'S) SHOWN HEREON, FOR THE INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITIES, AND THEIR
ABOVE GROUND APPURTENANCES FOR ELECTRICITY, TELEVISION, CABLE, TELEPHONE, AND NATURAL GAS; AND
HEREBY DEDICATES TO THE PUBLIC A 30' WIDE EXCLUSIVE PUBLIC UTILITY EASEMENT FOR EXISTING OVERHEAD
POWERLINES AND THEIR APPURTENANCES AS SHOWN HEREON, AND DOES HEREBY GRANT TO UTILITY SERVICE
PROVIDERS A PERPETUAL EASEMENT OVER THE PRIVATE ROADS SHOWN WITHIN THIS PLAT FOR ACCESS;
AND HEREBY DEDICATES THE WATER EASEMENTS SHOWN ON THIS PLAT TO THE CITY OF BEND AS PERMANENT AND
PERPETUAL RIGHTS TO CONSTRUCT, INSTALL, MAINTAIN, AND OPERATE WATER LINES AND RELATED FACILITIES ON
THE SURFACE AND WITHIN THE SUBSURFACE OF THE EASEMENTS;
AND HEREBY GRANTS TO BEND SCHOOL DISTRICT NO. 1, OWNERS OF THE PROPERTY KNOWN AS THE PORTION OF
THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 11 EAST,
WILLAMETTE MERIDIAN, DESCHUTES COUNTY, OREGON, LYING NORTH OF SHEVLIN PARK ROAD, AN ACCESS
EASEMENT OVER ALL PRIVATE ROADS AND PATH EASEMENTS SHOWN ON THIS PLAT;
AND HEREBY RESERVES TO ITSELF, ITS SUCCESSORS AND ASSIGNS, A PERPETUAL NONEXCLUSIVE ACCESS AND
UTILITY EASEMENT OVER, UNDER, AND ACROSS ALL PRIVATE ROADS; THE PRIVATE DRAINAGE, PRIVATE ROAD
TURNAROUND, RESOURCE MANAGEMENT CORRIDOR, AND PATH EASEMENTS SHOWN HEREON.
BY: 2t.
ROBIN COATS, AUTHORIZED MEMBER DATE
SKYLINE RANCH DEVELOPMENT INC.
BY:
DATE
ROBIN COATS, AUTHORIZED MEMBER
CCCC, LLC OREGON LIMITED LIABILITY COMPANY
ACKNOWLEDGMENTS
STATE OF OREGON )
)SS
COUNTY OF DESCHUTES )
THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS 14�DAY OFfl�-f%40 2022, BEFORE ME
PERSONALLY APPEARED 4"_O1 "h Sk WHO ACKNOWLEDGED THE FOREGOING INSTRUMENT TO BE HER
VOLUNTARY ACT AND DEED ON BEHALF OF SKYLINE RANCH DEVELOPMENT INC..
^Y%ftk I Qrwft�
SURVEYOR'S CERTIFICATE
I, KEITH S. DAGOSTINO, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, DO HEREBY
CERTIFY THAT I HAVE CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS THE LAND SHOWN ON THIS
PLAT, TO THE NORMAL STANDARD OF CARE OF PROFESSIONAL LAND SURVEYORS PRACTICING IN OREGON, SAID
LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A PORTION OF THE SOUTHEAST QUARTER OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE
MERIDIAN, DESCHUTES COUNTY, OREGON, SAID LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT, SAID POINT BEING A 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DP PLS
2885" AT THE SOUTHWEST CORNER OF THIS SUBDIVISION AND ON THE BOUNDARY OF SKYLINE RANCH PHASE I;
THENCE NORTH 00006'22" EAST 466.98 FEET ALONG THE WEST LINE OF THE SOUTHEAST QUARTER OF SAID
SOUTHEAST QUARTER SECTION 23 TO THE SOUTHEAST 1/16 CORNER OF SAID SECTION 23;
THENCE NORTH 89051'03" WEST 1330.17 FEET TO THE CENTER SOUTH 1/16 CORNER OF SAID SECTION 23;
THENCE NORTH 00009'43" EAST 399.97 FEET ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER OF SAID SECTION
23;
THENCE SOUTH 89050'48" EAST 199.90 FEET;
THENCE NORTH 48024'17" EAST 1379.17 FEET TO THE NORTH LINE OF SAID SOUTHEAST QUARTER SECTION 23;
THENCE ALONG SAID NORTH LINE THE FOLLOWING TWO COURSES;
THENCE SOUTH 89041'57" EAST 99.95 FEET;
THENCE SOUTH 89051'06" EAST 749.28 FEET;
THENCE SOUTH 00015'07" EAST 1208.79 FEET;
THENCE SOUTH 65006'33" EAST 389.01 FEET;
THENCE SOUTH 24053'27" WEST 29.00 FEET;
THENCE SOUTHWESTERLY ALONG A 520.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF
17020'36" AN ARC LENGTH OF 157.40 FEET, THE CHORD OF WHICH BEARS SOUTH 16013,09" WEST 156.80 FEET;
THENCE SOUTHWESTERLY ALONG A 730.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF
12053'03" AN ARC LENGTH OF 164.16 FEET, THE CHORD OF WHICH BEARS SOUTH 13059'22" WEST 163.81 FEET;
THENCE SOUTH 5505518" EAST 41.10 FEET;
THENCE SOUTHEASTERLY ALONG A 20.00 FOOT RADIUS CURVE TO THE LEFT, THROUGH A CENTRAL ANGLE OF
88039'01" AN ARC LENGTH OF 30.94 FEET, THE CHORD OF WHICH BEARS SOUTH 2301019" EAST 27.95 FEET;
THENCE SOUTH 25029'35" WEST 40.05 FEET TO THE NORTH BOUNDARY OF SKYLINE RANCH PHASE I;
THENCE ALONG SAID NORTH BOUNDARY SKYLINE RANCH PHASE I THE FOLLOWING FOUR COURSES;
THENCE NORTHWESTERLY ALONG A 520.00 FOOT RADIUS CURVE TO THE RIGHT, THROUGH A CENTRAL ANGLE OF
23033'20" AN ARC LENGTH OF 213.78 FEET, THE CHORD OF WHICH BEARS NORTH 55029'21" WEST 212.28 FEET;
THENCE NORTH 43°42'41"WEST 128.37 FEET;
THENCE SOUTH 46017'19" WEST 294.79 FEET;
THENCE NORTH 89054'46" WEST 566.04 FEET TO THE INITIAL POINT.
CONTAINING 58.6 ACRES MORE OR LESS
Deschutes County Official Records
Steve Dennison, County Clerk 2022-12291
�L�vT � s �aG2a
.. _.... _.. _......... .
014313432022 00122910010017
D-PLAT Cnt=1 Pgs=1 Stn=25 03/24/2022 10:55 AM
$50.00 $11.00 $61.00 $10.00 $6.00 $138.00
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS PLAT IS TO SUBDIVIDE A PORTION OF THE SOUTHEAST QUARTER OF SECTION 23,TOWNSHIP
17 SOUTH; RANGE 11 EAST, WILLAMETTE MERIDIAN, INTO RESIDENTIAL LOTS, PRIVATE ROADS, AND EASEMENTS
AS SHOWN, PER DESCHUTES COUNTY COMMUNITY DEVELOPMENT FINDINGS AND DECISION FILE 247-20-000004-TP.
THE BASIS OF BEARINGS IS THE SOUTH JBOUNDARY COURSE, BEING NORTH 89.54 46" WEST.
THE SOUTH BOUNDARY OF THIS PLAT WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS FOR THE
BOUNDARY OF SKYLINE RANCH PHASE I AS SHOWN. THE WEST AND NORTH BOUNDARIES WERE ESTABLISHED BY
MEASUREMENTS BETWEEN THE FOUND MONUMENTS PER CS 15959 AND CS 18570 AS SHOWN, AND THE EAST 1/4
CORNER OF SAID SECTION 23; THE EAST BOUNDARY IS NEWLY CREATED BY THIS PLAT.
APPROVALS
THE P F SKYLINE RA H PHASE II HAS BEEN EXAMINED AND APPROVED BY:
BY:
DESCHUTES COUNTY COMMISSIONER
SIGNATURE OF THE COUNTY COMMISSIONER CONSTITUTES ACCEPTANCE
BY THE COUNTY OF ANY DEDICATION MADE HEREIN TO THE PUBLIC.
BY: _
D SC U ES C
BY:
DESCHUTES C
•
BY:
NTY
NTY PLANNING DIRECTOR
UTES COUNTY ROAD DEPARTMENT
BY:
DE HUTES COUNTY ENVIRONMENTAL HEALTH DIRECTOR
NOTES
PRELIMINARY TITLE REPORT ORDER NO. 512954AM, PREPARED BY AMERITITLE DATED DECEMBER 15, 2021,
DISCLOSES THE FOLLOWING ENCUMBRANCES AFFECTING THE LAND INCLUDED IN THIS PLAT, SAID
ENCUMBRANCES ARE NOT LOCATABLE ON THE PLAT. ASSESSORS CERTIFICATE
Ec,p OFFICIAL STAMP
NOTARY PUBLIC MICHAEL E HERZOG
4111keIIIIII&N d; NOTARY PUBLIC -OREGON
1.
INFRASTRUCTURE DEVELOPMENT AGREEMENT, INCLUDING THE TERMS AND PROVISIONS THEREOF,
PRINTED NAME: ' =. ' COMMISSION
RECORDED NOVEMBER 16, 2018, AS INSTRUMENT NO. 2018-45904, DESCHUTES COUNTY OFFICIAL RECORDS.
NOTARY PUBLIC - OREGON ,.• XNo. JUNE
®����' MY COMMISSION EXPIRES JUNE 12, 2023
COMMISSION
2.
AGREEMENT WAIVING TIME LIMIT ON CONSENT TO ANNEXATION BETWEEN CCCC, LLC AND THE CITY OF BEND,
INCLUDING THE TERMS AND PROVISIONS THEREOF, RECORDED JULY 16, 2020 AS INSTRUMENT NO. 2020-34201,
COMMISSION NO: MY COMMISSION EXPIRES
DESCHUTES COUNTY OFFICIAL RECORDS.
A
1
a
3.
EXTRATERRITORIAL SERVICE AGREEMENT BETWEEN CCCC, LLC AND THE CITY OF BEND, INCLUDING THE
TERMS AND PROVISIONS THEREOF, RECORDED JULY 16, 2020, AS INSTRUMENT NO. 2020-34202, DESCHUTES
STATE OF OREGON l 1
COUNTY OFFICIAL RECORDS.
)SS
COUNTY OF DESCHUTES )
4.
CONTRACT FOR EXTRATERRITORIAL PROVISION OF SERVICE AND CONSENT TO ANNEXATION BETWEEN CCCC,
LLC AND THE CITY OF BEND, INCLUDING THE TERMS AND PROVISIONS THEREOF, RECORDED JULY 16, 2020, AS
14-
INSTRUMENT NO. 2020-34203, DESCHUTES COUNTY OFFICIAL RECORDS.
THIS INSTRUMENT WAS ACKNOWLEGED BEFORE E ON THIS DAY OF 2022, BEFORE ME
5.
PUBLIC FACILITIES IMPROVEMENT AGREEMENT, INCLUDING THE TERMS AND PROVISION THEREOF, RECORDED
PERSONALLY APPEARED W 1%"h4 1 WHO ACKNOWLEDGED THE FOREGOING INSTRUMENT TO BE HER
AUGUST 12, 2020, AS INSTRUMENT NO. 2020-40046.
VOLUNTARY ACT AND DEED ON BEHALF OF CCCC, LLC.
NOTARY PUBLIC v
PRINTED NAME:
NOTARY PUBLIC - OREGON
of °a OFFICIAL STAMP
omw �� MICHAEL E HERZOG
COMMISSION NO: MY COMMISSION EXPIRES :�: Z
f: NOTARY PUBLIC -OREGON
c , f� �' /� o COMMISSION NO: 988436
v v i�► �(, l,f ' e 5° MY COMMISSION EXPIRES JUNE 12, 2023
SHEET 1 - COVER SHEET, APPROVALS, SIGNATURES
DECLARATION, NARRATIVE, NOTES
SHEET 2 - SUBJECT PROPERTY BOUNDARY AND INDEX MAP
SHEETS 3 AND 4- PLAT SHEETS, EASEMENTS, LEGEND, AND REFERENCES
SHEET 5 - DATA TABLES
DATE
2-24- Zacz
DATE
DATE
.0 216IL42
DATE
03z-z) zZ-
DATE
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 2021-2022 TAX ROLLS, WHICH HAVE BECOME A LIEN OR WILL
BECOME A LIEN DURING THIS TAX YEAR, HAVE BEEN PAID TO ME.
BY: 5ctw-114- � Ah 6edoe Z Z 1J Z 0 v�
DESCHUTES 09dNTY ASS SSOR DATE
I HEREBY CERTIFY THAT ALL TAXES HAVEBEENPAID f S OF THIS DATE.
BY: I ,� /
DESC ES COUNTY T LE OR
i
WATER RIGHTS
THERE ARE NO WATER RIGHTS APPURTENANT TO THE LAND WITHIN THIS PLAT.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
ke-i'm s/ a5o4V 4v
OREGON
JUNE 1, 1998
KEITH S. DAGOSTINO
2885
RENEWAL DATE: 12-31-23
.2.28-- 2022,
DATE
SHEET 1 of 5
D'Agostino Parker, LLC_
61278 King Jeroboam Ave.
Bend, OR 97702
P: (541) 693-4134
LEGEND
FOUND 5/8" IRON ROD WITH YPC MARKED "DP PLS 2885" UNLESS
OTHERWISE NOTED.
v FOUND 5/8" IRON ROD WITH YPC MARKED "KERN LS 1081"
Q SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DP PLS 2885"
Ac. ACRES
CL CENTERLINE
YPC YELLOW PLASTIC CAP
PUE PUBLIC UTILITY EASEMENT
(m) MEASURED
— — — EASEMENT LINE
REFERENCES
(a) SKYLINE RANCH PHASE 1, PREPARED BY D'AGOSTINO PARKER LLC,
RECORDED FEBRUARY 3, 2021, CS 20449
(b) PROPERTY LINE ADJUSTMENT, PREPARED BY KERN SURVEYING,
FILED JULY 2004, CS 15959
(c) BOUNDARY SURVEY, PREPARED BY WH PACIFIC,
FILED AUGUST 2013, CS 18570
SCALE
200 0 100 200 400
( FEET )
1 INCH =200 FT
SKYLINE RANCH PHASE II
A SUBDIVISION LOCATED IN THE SOUTHEAST QUARTER OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
MARCH 2O22
S 89051'32" E S h e v I i n
100.00'(b) P a r k S 89051'32"E 1328.51' (b)
S 89041'57" E S 89"51'06" E 1328.33'
99.95' S 89051'06" E 749.28'
CONSERVATION AREA TRACT A jr
/NON-
L EXISTING 10' WIDE
6 EXCLUSIVE
IGHT-OF-WAY AND EASEMENT
O QUANTUM COMMUNICATIONS
OR TELECOMMUNICATIONSABLE PER 2013-46887
I I,
5
SEE SHEET 3
4 �s
/
/s
FD.5/8" I.R. WITH DAMAGED YPC'OF3 y�
ILLEGIBLE - HELD S 890
51 32 E
200.00' (b)
S 89 50 48 E
199.90, �� d
LINE TABLE
LINE
LENGTH
DIRECTION
L1
29.00'
S240 53' 27"W
L2
41.10'
S550 55' 18"E
L3
40.05'
S250 29' 35"W
L4
128.37'
N430 42' 41 "W
4- 1
~ EMI
ww
ovI
LO5)
cna o0
00
00
zz
C-S
1 /16 C(
2
J
11
SEE SHEET 3
1 12
RESOURCE MANAGEMENT CORRIDOR
— — — — —EASEMENT AREA — — —
N 89051'03" W 1330.17'
N 89051'33" W 1330.35(b) FD.5/8" I.R. WITH DAMAGED YPC
N 89051'12" W 1330.10'(c) ILLEGIBLE PER (c) FOR
SE 1/16 CORNER
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
Cl
157.40'
520.00'
17020'36"
S1'6013'09"W 156.80'
C2
164.16'
730.00'
12053'03"
S13059'22'W 163.81'
C3
30.94'
20.00'
88039'01"
S230 10' 19"E 27.95'
C4
213.78'
520.00'
23033'20"
N550 29' 21"W 212.28'
I I rl- __ - - - - . 11 01 "
DESCHUTES COUNTY SURVEYOR
63 Zs zo 0Z BYE c.*4t4*w
14
CL 30' WIDE EXCLUSIVE -�41
�1
PUBLIC UTILITY EASEMENT
FOR EXISTING OVERHEAD 111 °ti'
POWERLINES AND POLES fffl
°O
SEE EASEMENT NOTE 2 r'
8 � I' o
II, LO
o
e- °o� �' 00
P� / I U)
SEE SHEET 4 II
I
13
II'
c° o�
co a?
rnw
co C°
�w
w"IN
N
00
z Z 15 SEE
INITIAL POINT
N89054'46"W 566.04'(m,a)
17 1 18
SKYLINE RANCH PHASE I
19
'J
SKYLINE RANCH PHASE I
23 -\,L 24
FD.5/8" I.R. WITH NO CAP—/
IN POORLY CONSTRUCTED
STONE MOUND- HELD FOR
E 1/4 COR. SECTION 23
1
ee REGISTERED
PROFESSIONAL
LAND SURVEYOR
fiet&l c1)acjwi;i-v
OREGON
JUNE 1, 1998
KEITH S. DAGOSTINO
2885
RENEWAL DATE: 12-31-23
SHEET 2 of 5
D'Agostino Parker, LLC_
61278 King Jeroboam Ave.
Bend, OR 97702
P: (541) 693-4134
Dwx
SKYLINE RANCH PHASE 11
A SUBDIVISION LOCATED IN THE SOUTHEAST QUARTER OF SECTION 23,
LEGEND TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
• FOUND 5/8" IRON ROD WITH YPC MARKED "DP PLS 2885" UNLESS D E S C H U T E S COUNTY O R E G O N S n e v I i n P a r k
OTHERWISE NOTED.
FOUND 5/8" IRON ROD WITH YPC MARKED "KERN LS 1081" MARCH 2O22
S 89041'57" E
O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DP PLS 2885" 99.95' S 89051'06" E 749.28'
Ac. ACRES / CONSERVATION AREA TRACT A
CL CENTERLINE / I o0
1C)
YPC YELLOW PLASTIC CAP S 89051'06" E 812.09'
PUE PUBLIC UTILITY EASEMENT / 428.87' 383.22'
ell
- - - EASEMENT LINE / CL EXISTING 10' WIDE ( I
NON- EXCLUSIVE
REFERENCES °ti` RIGHT-OF-WAY AND EASEMENT
TO QUANTUM COMMUNICATIONS
(a) SKYLINE RANCH PHASE 1, PREPARED BY D'AGOSTINO PARKER LLC, FOR TELECOMMUNICATIONS - I 15
RECORDED FEBRUARY 3, 2021, CS 20449 / CABLE PER 2013-46887 �--5',
b PROPERTY LINE ADJUSTMENT PREPARED BY KERN SURVEYING / 6 � -I 5
FILED DULY 2004, CS 15959 7
Gross Area: 3.02 AC. co I L'
(c) BOUNDARY SURVEY, PREPARED BY WH PACIFIC,
FILED AUGUST 2013, CS 18570 Net Area: 2.94 Ac. 0 Gross Area: 3.18 Ac. N
/ 2 Net Area: 3.16 Ac. 15' I
EASEMENT NOTES CL 30' WIDE EXCLUSIVE 15'
1. WHERE CITY OF BEND WATER EASEMENTS AND PRIVATE DRAINAGE EASEMENT (LOT 12) PUBLIC UTILITY EASEMENT
ARE SHOWN OUTSIDE OF PRIVATE ROAD RIGHTS -OF -WAY, THE SIDELINES OF THOSE st6,0 FOR EXISTING OVERHEAD
EASEMENTS EXTEND TO COINCIDE WITH PUE AND PUE-PATH EASEMENT LINES WHERE u' 71 POWERLINES AND POLES
APPLICABLE, AND THE SIDELINES ARE PERPENDICULAR OR RADIAL TO PRIVATE ROAD OZpS�°, CITY OF BEND SEE EASEMENT NOTE 2 I I
00
RIGHT-OF-WAY LINES, UNLESS OTHERWISE SPECIFIED. WATER EASEMENT N
AND PUE 15' i
2. AT NO TIME MAY ANY PERMANENT STRUCTURES BE PLACED WITHIN THE 30' WIDE 29
/ C�O N 84°5g'20" E
5 L=10w
EXCLUSIVE PUE OR ANY OTHER OBSTRUCTION WHICH INTERFERES WITH USE OF THE PUE, I� ' 471.10' - - o
WITHOUT WRITTEN APPROVAL OF THE UTILITY COMPANIES HAVING FACILITIES WITHIN THE ►�'l ` lbI to
PUE. 31°'' P Gross Area: 2.82 AC. CITY OF BEND L=10'
sF. / Q<�/ Net Area: 2.68 Ac. WATER EASEMENT G�5 -� PRIVATE `o
3. THE SOUTHERLY SIDELINE OF CITY WATER EASEMENT ON LOT 7 IS COINCIDENT WITH INA/ ` I � AND PUE N �� DRAINAGE I
LOT 7/8 PROPERTY LINE. THE EASEMENT HAS ARC LENGTH 10.00 FEET ALONG LEVINS LANE °�, Q� 'l h U U - ' EASEMENT
,
PROPERTY LINE. ,� ��p N0��0° L=10 L-10 I I
1 O PG• ��, � G2a L5 CITY OF BEND � I I
4. THE SOUTHWESTERLY SIDELINE OF CITY WATER EASEMENT ON LOT 8 IS COINCIDENT a °���1 G _ _�32 WATER EASEMENT cn
WITH LOT 8/9 PROPERTY LINE. THE EASEMENT HAS ARC LENGTH 10.00 FEET ALONG LEVINS P • Cp• �'° 15 PATH / AND PUE Gross Area: 2.91 Ac. I
LANE PROPERTY LINE. ` ? ��;, -�/ � / / J �a,. ��� O-, AND PUE L=10 G10' Net Area: 2.88 AC.
4 N
�V �' �
5 /O � PUE
Gross Area: 2.65 Ac.
SEE SHEET 5 o j ° /
/ G Net Area: 2.52 Ac. � '��' G� =18' CITY OF BEND s �/
FOR LINE AND / WATER EASEMENT �� 0 I I
CURVE TABLES ,���� L=10' G L=10 AND PUE
`L CITY OF BEND
WATER EASEMENT / 9 /
/ Q AND PUE L=10' O�O/G�p� Gross Area: 2.86 Ac. /
/ �; CITY OF BEND Net Area: 2.72 Ac.
LEVINS LANE IS / WATER
CITY OF BEND / EASEMENT S I
WATER EASEMENT / AND PUE / I I
3 AREA =10' �� /
/ �, /�, S O 1/
/ Gross Area: 2.70 Ac. o / C33 °' O 01 0-�� /
Net Area: 2.57 Ac. CITY OF BEND \ s ati�� / ��c;
WATER EASEMENT 1 O
AND PUE S L=25' / y� �4 "�S�°2S�\ Gross Area: 2.88 AC. ��P010
FD.5/8" I.R. WITH DAMAGED YPC / / Net Area: 2.57 AC.
ILLEGIBLE -HELD / O� S L=10' \� 15' PATH / J� �� �,��'��� ti °
AND PUE
S 89050'48" E 199.90' DO �•,, �,'�� 10, \ \/
�` CITY OF BEND �`L PUE �'0
2 WATER EASEMENT
(/G
�/ \ ���, /
AND PUE 15' PATH / / y / CITY OF BEND c�� �' \ / 13
Gross Area: 2.71 Ac. AND PUE �� WATER EASEMENT c� ��� �s.°O• s/
I Net Area: 2.63 Ac. L=10' �. L=10' AND PUE `��\O \ ��
L=15' / L=15' \ C58
R3 W ° „ CITY OF BEND / / / L=10' /
a ^/ S 89 38.05'E WATER EASEMENT 10 /� /Z
LL.. AND PUE C � � ,�5 CITY OF BEND
L=10' WATER EASEMENT \ /
� 7 AND PUE Gross Area: 3.20 AC.
of L Q S >>° Net Area: 2.88 Ac. C59
38 PRIVATE DRAINAGE
� M zo 47� �s'F CITY OF BEND / L=30' EASEMENT AND PUE C�� \ o REGISTERED
.^, w l O? �8, WATER EASEMENT G� / L=40'�'S
rn AND PUE L=10' / s ti / �`� o PROFESSIONAL
Q V w // / / 10,
Q0 ti� o�� �3: LAND SURVEYOR
qj CD> � 1 PUE 12 ��. �P�� �40
,g Z &9�49_dr�_z
o Gross Area: 3.20 Ac. _ , Gross Area: 2.98 Ac. oti / o� ��� 60 \c 8
L-10
v� W ~ Z Net Area: 3.12 Ac. o� o� ^� Net Area: 2.85 Ac. of o, -`� �� O R E G O N
N 89°51'03" W 1186.42' V CO
P . �O - /�' J U N E 1, 1998
o o►•� o� ��h I KEITH S. DAGOSTINO
Z/ PRIVATE 2885
PRIVATE ROAD G/ / 00, �` RENEWAL DATE: 12-31-23
I O - TURNAROUND 1 � ROAD /�ti � - -
U RESOURCE MANAGEMENT CORRIDOR o EASEMENT TURNAROUND RESOURCE MANAGEMENT CORRIDOR 14 ``,,�`
EASEMENT AREA L8 EASEMENT EASEMENT AREA `Sy SHEET 3 Of 5
o 100.00' 508.82' I L638.48'
c-s __. SCALE
- - - 1/16 COR. 100 0 50 100 200
20.94' 21.03' N 89051'03" W 1330.17' D'Agostino Parker, LLC
FD.5/8" I.R. WITH DAMAGED YPC
ILLEGIBLE PER (c) FOR
SE 1/16 CORNER ( FEET )
1 INCH =100 FT 61278 King Jeroboam Ave.
SC UFFS COUNTY SURVEYOR
03 z s zoZz BY: Ca tl �nS
Bend, OR 97702
P: (541) 693-4134
EV
BE=
SKYLINE RANCH PHASE II
A SUBDIVISION LOCATED IN THE SOUTHEAST QUARTER OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
LEGEND FEBRUARY 2022
FOUND 5/8" IRON ROD WITH YPC MARKED "DP PLO 2885 UNLESS
OTHERWISE NOTED.
FOUND 5/8" IRON ROD WITH YPC MARKED "KERN LS 1081"
O SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "DP PLS 2885"
Ac. ACRES
CL CENTERLINE
YPC YELLOW PLASTIC CAP
PUE PUBLIC UTILITY EASEMENT
(m) MEASURED / 8
— — — EASEMENT LINE
REFERENCES
(a) SKYLINE RANCH PHASE 1, PREPARED BY D'AGOSTINO PARKER LLC, / !
RECORDED FEBRUARY 3, 2021, CS 20449 lbI
II
(b) PROPERTY LINE ADJUSTMENT, PREPARED BY KERN SURVEYING,
FILED DULY 2004, CS 15959
I
(c) BOUNDARY SURVEY, PREPARED BY WH PACIFIC,
FILED AUGUST 2013, CS 18570 9
QC� QC�� pap 30'�"1
EASEMENT NOTES �,P`Ji3s , �6u 6 15
—15
1. WHERE CITY OF BEND WATER EASEMENTS ARE SHOWN ON OUTSIDE OF PRIVATE ROAD G.<<C.� I . ���'�� �
RIGHTS -OF -WAY THE SIDELINES OF THOSE EASEMENTS EXTEND TO COINCIDE WITH PUE AND OJ��1P `i'�y1 �l.`L�`
PUE-PATH EASEMENT LINES WHERE APPLICABLE, AND THE SIDELINES ARE PERPENDICULAR OR / e�SOQQ- ��,�' /� CL 30' WIDE EXCLUSIVE I o
RADIAL TO PRIVATE ROAD RIGHT-OF-WAY LINES. Q� �P PUBLIC UTILITY EASEMENT
P FOR EXISTING OVERHEAD
POWERLINES AND POLES I I w
2. AT NO TIME MAY ANY PERMANENT STRUCTURES BE PLACED WITHIN THE 30' WIDE EXCLUSIVE PUE z�., SEE EASEMENT NOTE 2. I I
OR ANY OTHER OBSTRUCTION WHICH INTERFERES WITH USE OF THE PUE, WITHOUT WRITTEN /O-
APPROVAL OF THE UTILITY COMPANIES HAVING FACILITIES WITHIN THE PUE. 1 O I I 10
� II
13 1110
tick / Gross Area. 5.32 Ac. I I
Net Area: 5.00 Ac.
PRIVATE I 1
\
CL EXISTING 10, WIDE NON-EXCLUSIVE
DRAINAGE RIGHT-OF-WAY AND EASEMENT TO I�
EASEMENT QUANTUM COMMUNICATIONS FOR !
<� TELECOMMUNICATIONS CABLE PER
L 19 2013-4688710,
!
5'
15' PATH ,
4; C60 38 AND PUE 5
O� �ca�p<b 10' PUE \ CITY OF BEND I I I I
O�O h �,�.� \ \C Cg �' WATER EASEMENT
GOQ- 11 �� ti 4 2 AND PUE
° \� L=10' I I I
L=45' I
/ L=10' \Cg6 \ I I I
CITY OF BEND 15
40.90' WATER EASEMENT III I
AND PUE
FD.5/8" I.R. WITH DAMAGED YPC cv
14 4u \ N
ILLEGIBLE PER (c) FOR \ c�
SE 1/16 CORNER Gross Area: 3.24 Ac. ��, III w
1
N
SCALE
700 0 50 100 200
( FEET )
1 INCH =100 FT
SEE SHEET 5
FOR LINE AND
CURVE TABLES
S 6g°Os,
�3F
389 01
Net Area: 3.09 Ac. ry ��� ��o sV�. I L1
! � _ �� ��, \ 0 20
M CITY OF BEND \�A III
! N WATER EASEMENT �` \ Gross Area. 2.66 Ac.
AND PUE ��' \��8� I 0, Net Area: 2.50 Ac. !�
J
CITY OF BEND / U
CONCANNON DRIVE \� WATER EASEMENT
50 IS CITY OF BEND I AND PUE 15' PATH
rn WATER EASEMENT AND PUE
CD AREA 10, PUE \ �� \ 5' PATH
S 89054'46" E 300.81
w
N ! S00015'07"E 99.73'
16
0 Z �� Gross Area: 2.99 Ac.
� �c�, ,
Net Area: 2.81 Ac.
15
! o Gross Area: 2.53 Ac.
LO
! N Net Area: 2.50 Ac.
INITIAL POINT
,/—
292.88' 273.16'
330.37'(m,a) N89054� --�— 235.67' (m,a)
17
BASIS ' F BEARINGS 18
1
SKYLINE RANCH PHASE I
ESC UTES COUNTY SUFriEY0,rR
JqLED 03/z-5/�o.Z?_
2077
AND PUE
4-- \ \ PRIVATE
DRAINAGE I�
EASEMENT
C61 76 %
O h
�p C54 U S55055'18"E 20.55'
19 C�o� cQ� S55055'18"E 20.55'
0� 7s, yco
C G 3
SKYLINE RANCH PHASE I s c49 S25029'35"W 20.02'
S25029'35"W 20.03'
o�
A�
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JUNE 1, 1998
KEITH S. DAGOSTINO
2885
RENEWAL DATE: 12-31-23
SHEET 4 of 5
D'Agostino Parker, LLC_
61278 King Jeroboam Ave.
Bend, OR 97702
P: (541) 693-4134
WN
LINE TABLE
LINE
LENGTH
DIRECTION
L1
29.00'
S240 53' 27"W
L2
41.10'
S550 55' 18"E
L3
40.05'
S250 29' 35"W
L4
128.37'
N430 42' 41 "W
L5
42.45'
N820 48' 35' W
L6
45.00'
N890 51' 03"W
L7
25.00'
N00° 08' 57"E
L8
53.30'
N890 51' 03"W
L9
50.00'
N890 51' 03"W
L10
25.00'
N00° 08' 57"E
L11
37.91'
N700 45' 05"W
L12
43.12'
S720 06' 31 "E
L13
69.00'
N520 24' 27"E
L14
117.46'
N34031'53"W
L15
74.00'
N34030' 05"E
L16
30.00'
N55035' 30"W
L17
36.00'
S28009' 02"E
L18
47.93'
S46017'19"W
L19
29.12'
S72006'31 "E
L20
68.60'
S46017'19'VV
L21
72.39'
N43042'41 "W
SKYLINE RANCH PHASE II
A SUBDIVISION LOCATED IN THE SOUTHEAST QUARTER OF SECTION 23,
TOWNSHIP 17 SOUTH, RANGE 11 EAST, WILLAMETTE MERIDIAN,
DESCHUTES COUNTY, OREGON
FEBRUARY 2022
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
Cl
157.40'
520.00'
17020'36"
S16013'09"W 156.80'
C2
164.16'
730.00'
12053'03"
S13059'22"W 163.81'
C3
30.94'
20.00'
88039'01"
S230 10' 19"E 27.95'
C4
213.78'
520.00'
23033'20"
N550 29' 21 "W 212.28'
C5
308.96'
500.00'
35024'16"
N350 25' 01 "E 304.07'
C6
171.54'
520.00'
18054'02"
S260 30' 25"W 170.76'
C7
289.91'
480.00'
34036" 9"
N350 48' 59"E 285.52'
C8
155.76'
520.00'
17009'43"
S440 32' 17"W 155.18'
C9
327.30'
520.00'
36003'45"
N350 05' 17"E 321.92'
C10
16.57'
5280.00'
00010'47"
S530 01' 45"W 16.57'
C11
889.84'
5300.00'
09037'11"
N480 18' 34"E 888.80'
C12
477.97'
5300.00'
05010'02"
N500 32' 10"E 477.81'
C13
411.87'
5300.00'
04027'09"
N450 43' 30"E 411.76'
C14
272.63'
5280.00'
02057'31"
S51 ° 27' 36"E 272.60'
C15
194.39'
5320.00'
02005'37"
N520 04' 20"E 194.38'
C16
245.53'
5320.00'
02038'40"
N490 42' 12"E 245.51'
C17
439.92'
5320.00'
04044" 7"
N500 45' 01 "E 439.80'
C18
271.05'
5280.00'
02056'29"
S480 30' 37"W 271.02'
C19
298.60'
5280.00'
03014'25"
S450 25' 10"W 298.56'
C20
211.03'
5320.00'
02016'22"
N460 23' 11 "E 211.02'
C21
119.54'
5320.00'
01 °17'15"
N440 36' 23"E 119.54'
C22
330.57'
5320.00'
03033'37"
N450 44' 34"E 330.52'
C23
27.62'
5280.00'
00017'59"
S430 38' 58"W 27.62'
C24
886.47'
5280.00'
09037" 1"
N480 18' 34"E 885.44'
C25
96.08'
300.00'
18021'00"
N520 40' 28"E 95.67'
C26
102.49'
320.00'
18021'00"
S520 40' 28"W 102.05'
C27
210.47'
56.00'
215020'27"
S100 28' 48"E 106.72'
C28
65.03'
70.00'
53013'40"
N700 34' 35"E 62.72'
C29
j 40.71'
j 56.00'
j 41 °38'58"
j S82040' 27"W 39.82'
DESCHUTES COUNTY SU VEVC
"no wMa O ZS' 20 Z�Z , 01: C�' Ail s
r 3CS 2 0776
CURVE TABLE
CURVE
LENGTH
RADIUS
DELTA
CHORD
C30
52.00'
56.00'
53012'04"
N490 54' 02"W 50.15'
C31
63.32'
56.00'
64047'05"
N090 05' 33"E 60.00'
C32
1 54.45'
56.00'
55042'19"
N690 20' 15"E 52.33'
C33
31.27'
20.00'
89034" 5"
N020 44' 15"E 28.18'
C34
31.27'
20.00'
89034'15"
S860 50' 00"E 28.18'
C35
262.33'
500.00'
30003'38"
S570 04' 42"E 259.33'
C36
116.52'
480.00'
13054'31"
N490 00' 09"W 116.24'
C37
102.13'
520.00'
11015'12"
S470 40' 29"E 101.97'
C38
170.69'
520.00'
18048'26"
S620 42' 18"E 169.92'
C39
135.31'
480.00'
16009'07"
N640 01' 58"W 134.87'
C40
272.82'
520.00'
30003'38"
N570 04' 42"W 269.70'
C41
251.83'
480.00'
30003'38"
N570 04' 42"W 248.96'
C42
247.82'
500.00'
28023'51"
N570 54' 35"W 245.29'
C43
257.73'
520.00'
28023'51"
S570 54' 35"E 255.10'
C44
237.90'
480.00'
28023-51"
N570 54' 35"W 235.47'
C45
110.73'
480.00'
13013'03"
S650 30' 01 "E 110.48'
C46
92.17'
480.00'
11 000'09"
S530 23' 25"E 92.03'
C47
35.00'
480.00'
04010'39"
S450 48' 01 "E 34.99'
C48
167.49'
500.00'
19011'33"
S530 18' 27"E 166.70'
C49
39.04'
520.00'
04028'25"
S650 08' 27"E 39.03'
C50
115.10'
480.00'
13044'22"
N500 34' 51 "W 114.83'
C51
136.68'
520.00'
15003'35"
S51 ° 14' 28"E 136.28'
C52
38.32'
520.00'
04013'19"
S600 52' 55"E 38.31'
C53
38.79'
520.00'
04016'26"
S650 07' 48"E 38.78'
C54
35.65'
20.00'
102007'03"
S71 ° 29' 25"W 31.11'
C55
20.02'
750.00'
01 °31'45"
N240 46' 45"E 20.02'
C56
42.07'
750.00'
03012'48"
N220 24' 28"E 42.06'
C57
51.00'
730.00'
04000" 3"
N180 25' 47"E 51.00'
C58
29.11'
480.00'
03028'31"
N430 46' 04'W 29.11'
C59
35.40'
520.00'
03054'03"
N430 59' 54"W 35.40'
C60
33.72'
520.00'
03042'54"
N550 09' 33"W 33.71'
C61
25.40'
480.00'
03°01'56"
N55° 56' 05"W 35.40'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
Kztil, Aq mlz;�
OREGON
JUNE 1, 1998
KEITH S. DAGOSTINO
2885
RENEWAL DATE: 12-31-23
SHEET 5 OF 5
D'Agostino Parker, LLC_
61278 King Jeroboam Ave.
Bend, OR 97702
P: (541) 693-4134
cn