HomeMy WebLinkAboutSurvey 20371Deschutes County Official Records 2020-62826
Nancy Blankenship, County Clerk
o
01332792202000628260010017
- 11/2012020 03:54 PM
D-PP Cnt=1 Stn=25 AP
$25.00 $11.00 $61.00 $10.00 $6.00 $113.00
PARTITION PLAT NO. 20200 W,
A REPEAT OF LOTS 2-6, BLOCK 5 AND A PORTION OF LOT 1, BLOCK 5 OF "HOLLIDAY
PARK -SECOND ADDITION" AND LOT 37 OF "HOLLIDAY PARK THIRD ADDITION, PHASE III",
LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 27, TOWNSHIP 17 SOUTH,
RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
PLAT NOTES PZ-19-0790 JULY 15, 2020
1. THIS PLAT IS SUBJECT TO ,HE CoNanoNs OF APPROVAL SET FORTH IN CITY OF ego Preo,EC. NUMBER
2. THIS PLAT IS SUBJECT TO THE COVENANTS, CONDITIONS, AND RESTRICTIONS PER INSTRUMENT NO.
2007-46904 AND AMENDED BY INSTRUMENT NO. 2014-29533.
3. THIS PLAT IS SUBJECT TO THE CITY OF BEND SOLAR ORDINANCE, PER THE PLAT OF "HOLLIDAY PARK -
SECOND ADDITION".
4. THIS PLAT IS SUBJECT TO THE IMPROVEMENT AGREEMENT AND REGULATIONS PER INSTRUMENT NO.
2002-14162.
5. THIS PLAT IS SUBJECT TO THE IMPROVEMENT AGREEMENT AND REGULATIONS PER INSTRUMENT NO.
2006-11786.
6. THIS PLAT IS SUBJECT TO THE CODES, COVENANTS, AND RESTRICTIONS PER INSTRUMENT NO.
2007-46904 AND INSTRUMENT NO. 2014-029533.
7. THIS PLAT IS SUBJECT TO A STORMWATER MANAGEMENT FACILITIES MAINTENANCE AGREEMENT PER
INSTRUMENT NO. 2020-21848.
8. THERE ARE NO WATER RIGHTS APPURTENANT TO THIS LAND.
APPROVALS
THE PLAT OF PARTITION PZ-19-0790, AS LOCATED IN THE CITY OF BEND, DESCHUTES COUNTY,
OREGON, HAS BEEN EXAMINED AND APPROVED BY:
%
DESCHUTES COUNTY COMMISSIONER: l' DATE:
DESCHUTES COUNTY SURVEYOR: �' DATE: // _19_fvv
CITY OF BEND PLANNING DIRECTOR: 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.
ASSESSORS'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 2020-2021 TAX ROLL, WHICH HAVE BECOME A
LIEN OR WILL BECOME A LIEN DURING THIS TAX YEAR, HAVE BEEN PAID TO ME.
DESCHUTES COUNTY ASSESSOR: 41'`DATE: /1-14'70ZO
I HEREBY CERTIFY THAT ALL TAXES HAVE BEEN PAID AS OF THIS DATE
DESCHUTES COUNTY TAX COLLECTOR: DATE: - jq- 7-cZ45:'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1
260.00'
14'59'33"
68.03'
S13'03'15"E 67.84'
(260.00')R2
(14-59'41")R2
(68.04')R2
(S13'05'30"E 67.85')R2
C2
210.00'
1'32'31"
5.65'
S00'46'05"E 5.65'
(210.00')R3
(1'33'45")R3
(5.73')R3
(S00'46'42"E 5.73')R3
C3
241.13'
28'05'38"
118.23'
N6610'56"W 117.05'
C4
246.54'
81'04'34"
348.87'
S8719'36"W 320.48'
C5
271.29'
1811'19"
86.12'
N34'07'01 "W 85.76'
(271.29')R1
(1813'47")R1
(86.32')R1
(N33'48'33"W 85.95')R1
C6
241.13'
3*24'15"
14.33'
N81'55'52"W 14.32'
(241.13')R3
(3'22'51 ")R3
(14.23')R3
(N81'54'41 "W 14.23')R3
C7
246.54'
17'55'55"
77.16'
N61'06'04"W 76.85'
(246.54')R1
(17'5546")R1
(77.15')R1
(N61'00'55"W 76.83')R1
C8
246.54'
13'36'34"
58.56'
N76'52'19"W 58.42'
(246.54')R1
(13-36'15")R1
(58.54')R1
(N76'46'55"W 58.40')R1
KNOW ALL PERSONS BY THESE PRESENTS THAT PAHLISCH PURCELL HOLDINGS, LLC, AN OREGON LIMITED LIABILITY COMPANY,
IS THE OWNER OF THE LAND SHOWN ON THE ANNEXED MAP AND AS DESCRIBED IN THE ACCOMPANYING SURVEYOR'S
CERTIFICATE, AND HAS CAUSED THE SAME TO BE SURVEYED AND PARTITIONED INTO A PARCEL IN ACCORDANCE WITH THE
PROVISIONS OF THE OREGON REVISED STATUTES CHAPTER 92;
AND FURTHER DEDICATES TO THE PUBLIC FOREVER, THE PUBLIC UTILITY EASEMENTS (PUE) SHOWN HEREON, AS EASEMENT AREAS
FOR THE INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITY SERVICES AND THEIR ABOVE GROUND APPURTENANCE.
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 LOT 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 U1ILITIES WITH FACILITIES IN THE PUE.
BY: PAHLISCH PURCE HOLDINGS, LLC.
�Itjto2o
BY: PAHLISCH HOMES INC, IT'S MANAGER DAT
DANIEL PAHLISCH, PRESIDENT
ACKNOWLEDGMENT
STATE OF OREGON )
COUNTY OF OESGN'NTES � SS
THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON THIS 17, DAY OF 1104E MSER 20 20 BY
DANIEL PAHLISCH, PRESIDENT OF PAHLISCH HOMES INC., MANAGER OF PAHLISCH PURCELL HOLDINGS, LLC. AN OREGON
LIMITED LIABILITY COMPANY.
D�oe •
NOTARY SIGNATU
ANALI ?. '�o21GN
NOTARY PUBLIC - OREGON (PRINTED NAME)
COMMISSION NO. gl354J- PREPARED FOR
MY COMMISSION EXPIRES MAy 010 , 202.E PAHLISCH COMMERCIAL
210 SW WILSON DRIVE, SUITE 100
BEND, OR 97702
CURVE
RADIUS
DELTA
LENGTH
CHORD
C9
246.54'
15*09'14"
65.21'
S88'44'47"W 65.02'
(246.54')R1
(15-10'36")Rl
(65.30')R1
(S88'49'39"W 65.11')R1
C10
246.54'
12'22'50"
53.27'
S74'58'45"W 53.17'
(246.54')R1
(12'22'39")R1
(53.26)R1
(S75'03'02"W 53.16')R1
C11
246.54'
22'00'01"
94.67'
S57'47'20"W 94.09'
(246.54')R1
(21-59'18")R1
(94.61')R1
(S57'52'03"W 94.03')R1
C12
186.54'
32'30'48"
105.85'
S63'02'43"W 104.44'
(186.54')R4
(32'32'43")R4
(105.96')R4
(S63'08'26"W 104.54)R4
C13
250.00'
2'07'54"
9.30'
S01'03'46"E 9.30'
(250.00')R3
(2'07'57")R3
(9.3l')R3
(S01'03'48"E 9.30')R3
C14
331.29'
15'43'43"
90.94'
S35'20'49"E 90.66'
(331.29')R1
(15-43'10")R1
(90.89')R1
(S35'03'50"E 90.61)R1
C15
241.13'
31'28'36"
132.47'
N67'52'25"W 130.81'
(241.13')R1
(31-30'17")R1
(132.79')Rl
(N67'48'10"W 130.92')R1
(241.13')R3
(31'27'28")R3
(132.39')R3
(N67'52'23"W 130.73)R3
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JANUARY 12, 2016
MICHAEL S. KALINA
89558PLS
RENEWS: 6 30 21
NARRATIVE SHEET 1 OF 2
THE PURPOSE OF THIS SURVEY IS TO REPLAT LOTS 2-6, BLOCK 5 AND A PORTION OF LOT 1, BLOCK 5 OF "HOLLIDAY PARK -SECOND
ADDITION" AND LOT 37 OF "HOLLIDAY PARK THIRD ADDITION, PHASE III" INTO ONE PARCEL, AS SHOWN HEREON.
BEARINGS FOR THIS PLAT ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON REAL TIME
GNSS NETWORK (ORGN), BEARING ALONG THE SOUTHERLY LINE OF LOT 7, BLOCK 5 OF "HOLLIDAY PARK -SECOND ADDITION" IS NORTH
60'39'46" EAST.
THE SOUTH LINE OF LOT 7, BLOCK 5 OF SAID "HOLLIDAY PARK -SECOND ADDITION" WAS ESTABLISHED BY HOLDING THE FOUND PLAT
MONUMENT AT THE SOUTHWEST CORNER AND BY HOLDING THE FOUND PK NAIL, WHOSE ORIGIN IS UNKNOWN, AT THE SOUTHEAST
CORNER.
THE EAST LINE OF LOTS 7 AND 8, BLOCK 5 OF SAID "HOLLIDAY PARK -SECOND ADDITION" WERE ESTABLISHED BY HOLDING THE FOUND
PK NAIL, WHOSE ORIGIN IS UNKNOWN, AT THE SOUTHEAST CORNER OF SAID LOT 7 AND BY HOLDING THE FOUND PK NAIL, WHOSE
ORIGIN IS UNKNOWN, AT THE NORTHEAST CORNER OF SAID LOT 8. THIS AGREES WITH THE FOUND 5/8-INCH IRON ROD AT THE
SOUTHEAST CORNER OF SAID LOT 8, ALSO BEING THE NORTHEAST CORNER OF SAID LOT 7, AS WELL AS THE FOUND 5/8-INCH IRON
ROD AT THE SOUTHEAST CORNER OF LOT 6, BLOCK 5 OF SAID PLAT. THE FOUND 5/8-INCH IRON ROD AT THE SOUTHWEST CORNER
OF LOT 44 OF "HOLLIDAY PARK THIRD ADDITION -PHASE III" WAS FOUND IN A STEEP ROCK SLOPE AND DOES NOT FALL ON THIS LINE
AND WAS NOT HELD.
THE SOUTH LINE OF "HOLLIDAY PARK THIRD ADDITION -PHASE III" WAS ESTABLISHED BY HOLDING THE FOUND PLAT MONUMENT NEAR
THE SOUTHWEST CORNER OF LOT 44 OF SAID PLAT, BY HOLDING THE FOUND PLAT MONUMENT AT THE ANGLE POINT IN THE SOUTH
LINE OF LOT 42, BY HOLDING THE FOUND PLAT MONUMENT AT THE SOUTHEAST CORNER OF LOT 40, AND BY HOLDING A RECORD PLAT
DISTANCE OF 34.08 FEET TO THE SOUTHEAST FROM THE FOUND PLAT MONUMENT AT THE SOUTHEAST CORNER OF SAID LOT 40,
THE SOUTHERLY LINE OF LOT 38 OF SAID "HOLLIDAY PARK THIRD ADDITION -PHASE III" WAS ESTABLISHED BY HOLDING A RECORD PLAT
DISTANCE OF 34.08 FEET SOUTHEASTERLY FROM THE SOUTHEAST CORNER OF LOT 40 AND BY HOLDING A RECORD PLAT DISTANCE OF
38.47 FEET NORTHERLY FROM THE FOUND PLAT MONUMENT AT THE POINT OF CURVATURE ON THE WESTERLY RIGHT-OF-WAY LINE OF
NE PURCELL BOULEVARD. THIS AGREES WITH THE FOUND PLAT MONUMENT AT THE POINT OF TANGENCY A RECORD PLAT DISTANCE OF
61.47 FEET TO THE NORTH.
THE NORTHERLY PORTION OF THE WEST RIGHT-OF-WAY LINE OF NE PURCELL BOULEVARD WAS ESTABLISHED BY HOLDING THE FOUND
PLAT MONUMENTS AT THE POINT OF TANGENCY AND POINT OF CURVATURE AND BY HOLDING THE FOUND PLAT MONUMENT AT THE
SOUTHEAST CORNER OF LOT 37 OF SAID "HOLLIDAY PARK THIRD ADDITION -PHASE III". THIS AGREES WITH THE FOUND PLAT
MONUMENTS ON THE EASTERLY RIGHT-OF-WAY AS WELL. THE FOUND PLAT MONUMENT AT THE SOUTHEAST CORNER OF LOT 38 OF
SAID PLAT DOES NOT FIT THIS RESOLUTION AS WAS NOT HELD.
THE SOUTHERLY PORTION OF SAID WEST RIGHT-OF-WAY LINE WAS ESTABLISHED BY HOLDING THE FOUND CENTERLINE MONUMENTS PER
THE PLAT OF "PURCELL LANDING" AND BY HOLDING A LINE PARALLEL WITH AND 40.00 FEET WESTERLY OF THE CENTERLINE OF NE
PURCELL BOULEVARD. THIS AGREES WITH THE RIGHT-OF-WAY DEDICATION PER INSTRUMENT NO. 2019-07765.
THE NORTH RIGHT-OF-WAY LINE OF NE HOLLIDAY AVENUE WAS ESTABLISHED BY HOLDING THE FOUND MONUMENT PER THE PLAT OF
"PURCELL LANDING" AT THE SOUTHEAST CORNER OF THE RIGHT-OF-WAY DEDICATION PER INSTRUMENT NO. 2019-07765, BY HOLDING
THE FOUND MONUMENTS PER THE PLAT OF "HOLLIDAY PARK -SECOND ADDITION", AND BY HOLDING RECORD CURVE RADII.
THE EAST RIGHT-OF-WAY LINE OF NE ROBINSON STREET WAS ESTABLISHED BY HOLDING THE FOUND PLAT MONUMENTS ON THE EAST
AND WEST RIGHT-OF-WAY LINES OF SAID STREET AND BY HOLDING RECORD PLAT RADII ALONG BOTH RIGHT-OF-WAY LINES.
SURVEYOR'S CERTIFICATE
I, MICHAEL S. KALINA, REGISTERED PROFESSIONAL LAND SURVEYOR IN THE STATE OF OREGON, DO HEREBY CERTIFY THAT I HAVE
CORRECTLY SURVEYED AND MARKED WITH PROPER MONUMENTS, THE LANDS SHOWN ON THIS PARTITION PLAT, TO THE NORMAL
STANDARD OF CARE OF PROFESSIONAL LAND SURVEYORS PRACTICING IN THE STATE OF OREGON, SAID LAND BEING DESCRIBED AS
LOTS 2-6, BLOCK 5 AND A PORTION OF LOT 1, BLOCK 5 OF "HOLLIDAY PARK -SECOND ADDITION" AND LOT 37 OF "HOLLIDAY PARK
THIRD ADDITION, PHASE III", SITUATED IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 27, TOWNSHIP 17 SOUTH, RANGE
12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE INITIAL POINT, BEING A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "CWEC" AT THE SOUTHWEST
CORNER OF LOT 7, BLOCK 5 OF "HOLLIDAY PARK - SECOND ADDITION"; THENCE ALONG THE SOUTHERLY LINE OF SAID LOT 7, NORTH
60'39'46" EAST 119.37 FEET TO THE SOUTHEAST CORNER THEREOF; THENCE ALONG THE EAST LINE OF SAID LOT 7 AND LOT 8 OF
SAID BLOCK 5, NORTH 18'07'59" WEST 104.98 FEET TO THE SOUTHWEST CORNER OF LOT 44 OF "HOLLIDAY PARK THIRD ADDITION,
PHASE III", FROM WHICH A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "HWA" BEARS NORTH 88'44'16" WEST 0.22
FEET, THENCE ALONG THE SOUTHERLY LINE OF SAID PLAT, SOUTH 88'44'16" EAST 113.59 FEET TO A 5/8-INCH IRON ROD WITH A
YELLOW PLASTIC CAP INSCRIBED "HWA" AT AN ANGLE POINT; THENCE CONTINUING ALONG SAID SOUTHERLY LINE, SOUTH 72'06'47"
EAST 224.24 FEET TO AN ANGLE POINT IN THE SOUTH LINE OF LOT 38 OF SAID PLAT; THENCE ALONG THE SOUTHERLY LINE OF SAID
LOT 38, SOUTH 89'07'14" EAST 94.30 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF PURCELL BOULEVARD (40.00 FEET FROM
CENTERLINE), FROM WHICH A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "HWA" BEARS SOUTH 89'07'14" EAST 0.20%
THENCE ALONG SAID WESTERLY RIGHT-OF-WAY LINE, SOUTH 20'33'01" EAST 38.47 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW
PLASTIC CAP INSCRIBED "HWA"; THENCE ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 260.00 FEET, DELTA OF 14'59'33", LENGTH
OF 68.03 FEET, AND A CHORD OF SOUTH 13'03'15" EAST 67.84 FEET TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP
INSCRIBED "HWA" AT AN ANGLE POINT; THENCE NORTH 88'52'47" WEST 2.78 FEET TO SAID WESTERLY RIGHT-OF-WAY LINE (40.00
FEET FROM CENTERLINE); THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY LINE ON A NON -TANGENT CURVE TO THE RIGHT
(WITH A RADIAL BEARING OF SOUTH 88'27'40" WEST) WITH A RADIUS OF 210.00 FEET, DELTA OF 1'32'31", LENGTH OF 5.65 FEET, AND
A CHORD OF SOUTH 00'46'05" EAST 5.65 FEET; THENCE CONTINUING ALONG SAID WESTERLY RIGHT-OF-WAY LINE, SOUTH 00'00'11"
WEST 111.76 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF HOLLIDAY AVENUE (30.00 FEET FROM CENTERLINE); THENCE ALONG
SAID NORTHERLY RIGHT-OF-WAY LINE ON A NON -TANGENT CURVE TO THE RIGHT (WITH A RADIAL BEARING OF NORTH 09'46'15" EAST)
WITH A RADIUS OF 241.13 FEET, DELTA OF 28'05'38", LENGTH OF 118.23 FEET, AND A CHORD OF NORTH 6610'56" WEST 117.05 FEET
TO A 5/8-INCH IRON ROD WITH A YELLOW PLASTIC CAP INSCRIBED "CWEC"; THENCE CONTINUING ALONG SAID NORTHERLY
RIGHT-OF-WAY LINE, NORTH 52'08'07" WEST 52.77 FEET; THENCE ALONG A CURVE TO THE LEFT WITH A RADIUS OF 246.54 FEET,
DELTA OF 81'04'34", LENGTH OF 348.87 FEET, AND A CHORD OF SOUTH 8719'36" WEST 320.48 FEET; THENCE SOUTH 46'47'19" WEST
2.45 FEET TO THE EASTERLY RIGHT-OF-WAY LINE OF ROBINSON STREET (30.00 FEET FROM CENTERLINE); THENCE ALONG SAID
EASTERLY RIGHT-OF-WAY LINE ON A NON -TANGENT CURVE TO THE RIGHT (WITH A RADIAL BEARING OF NORTH 46'47'19" EAST) WITH
A RADIUS OF 271.29 FEET, DELTA OF 1811'19", LENGTH OF 86.12 FEET, AND A CHORD OF NORTH 34'07'01" WEST 85.76 FEET TO THE
INITIAL POINT. CONTAINS 76,824 SQUARE FEET, MORE OR LESS.
CURVE
RADIUS
DELTA
LENGTH
CHORD
C16
241.13'
8'42'44"
36.67'
N7552'23"W 36.63'
C17
271.13'
4'50'37"
22.92'
S87'22'59"E 22.91'
(271.13')R3
(4'52'17")R3
(23.05')R3
(S87'21'54"E 23.04')R3
C18
246.54'
2*07'19"
9.13'
S8213'49"W 9.13'
C19
246.54'
112'08"
5.17'
S80'34'06"W 5.17'
JOB NAME: HOLLIDAY NORTH
JOB NUMBER: 6632-04
DRAWN BY: MSK
CHECKED BY: JDP/BW
DRAWING NO.: 6632-04 PP
AKS ENGINEERING do FORESTRY, LLC
12965 SW HERMAN RD, STE 100
TUALATIN, OR 97062
503.563.6151
WWW.AKS-ENG.COM
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY - PLANNING • LANDSCAPE ARCHITECTURE
2o37t
[3ESCHUTES COt�t��'Y SURVEYOR
FILED fl )-3�2-0 BY: bvn�¢l
PREPARED FOR.
PAHLISCH COMMERCIAL
210 SW WILSON DRIVE, SUITE 100
BEND, OR 97702
BLOCK 5
IN STEEP ROCK
SLOPE, BEARS
N88`44'16"W 0.22'
8 /
IDAY PA�pN
SECOND„
„NpAppi
FOUND PK NAIL
IN ROCK; ORIGIN
UNKNOWN
44
Y PARK
„HOLLIp AppIliON,
THIRPHASE III„
29.47'
(29.66')R2
o
6' o 0
o l
0
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o O
V-S
o
7 0co
Z Z
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43
(S88'46'41 "E 113.68')R2
(N88'38'18"W 113.54')R1
S88'44'16" E 113.59'
51.25'
(51.08')R2
FOUND PK NAIL IN
„ "Nc'!r l eu ROCK; ORIGIN UNKNOWN
PUE C18
L=913'
PARTITION PLAT NO. Zo2oaft A&,
A REPEAT OF LOTS 2-6, BLOCK 5 AND A PORTION OF LOT 1, BLOCK 5 OF "HOLLIDAY
PARK -SECOND ADDITION" AND LOT 37 OF "HOLLIDAY PARK THIRD ADDITION, PHASE III",
LOCATED IN THE SOUTHWEST 1/4 OF THE NORTHEAST 1/4 OF SECTION 27, TOWNSHIP 17
SOUTH, RANGE 12 E)!llkST, WILLAMETTE MERIDIAN,
42 / riTv nF aFtin nFerw irFc rni wTv nRFrnu
32.87' 41
(32.94')R2 33 0g•
(3328�R2
W
SHEET 2 OF 2
N
SCALE: 1'=30 FEET
PZ-1 9-0790 V V JULY 159 2020 � � '�
(s,720
ch
S (S,2 00 46 "F 224.34'
7? 06,4,E �24 34 �R 2
1
£ 2?4,?
4
PARCEL 1
76,824 SF
INITIAL `�' BEARS °L
C19
POINT \� L=5.17' RADIAL N06"19'24'E o
S06'42'31 "E 0.16' a'
\RADIAL N10'01'58"W - (65.30')R1! ----
C9 L=65.21
+>R�- (58 54
54.3
40
(Z5.06)R?
5.0g,
20.291
34 08,
(34.08YR2
Y PARK
38 „HpLLD Appl�pN
,
THI PHASE III„
(S89'03'35"E 94.31')R2
S89'07'14"E 94.30'
tJo O, Lp 'O
o cr_ o g
cn
PARK
„ OLLIpA`(DI1'ION'
AD
III„ H
P 36
BEARS S89 07,14 E 0.20
/ / �56g•26 ` 0
A oe
fin
O N
ILI
S �
v
(N84'24'40"E
6.93'
(6.86')R2
3
0,
IS
SE CORNER OF LOT 6 / �53.2653 C4 C8 �_58 )R1� ,
OF "HOLLIDAY PARK- \� Opp �= , 56 \ N88 52, 47 W 2.789 37.26 )R3 ,
SECOND ADDITION" L=348.87 \ (N88 53 33 W 2.82 )R3 N84'18'30_E 37.31 4
o RADIALC2 19.30'
L=5.65
S88'27 40„ L
W I ' (9.31')R3
���j�R�� I (5.73')R3 Q 5
LLI
Ot` Z "o. �s `S�' �,3 �6J �`� .�'� PUBLIC WATERLINE EASEMENT ,; W
Q)�, sTO CITY OF BEND I , M � (�
/ 2 ? I U-)
o �\\ / PARK „ 08, o��, �j, �, N m N 7
.�o� 9 .,�° o� / °�`� „ OLLIpAY DI_�ON i `39�,FS2 �S o o I �_
N cpNp AD \ s2>>�J oo' RADIAL o i N a
SE AZ �J�Q� \ N09'46'15"E N I W i z
BLOCK 1 .4V \ 4 I Z o z 8
QV Fy \ I o
9
�F % ?3 C1 I ROW DEDICATION
LEGEND o C15 6 �=36.67,E I PER INSTR.
h� 00� �o��o • SET 5/8" X 30" IRON ROD W/YPC INSCRIBED oG \ "' �j �,132 NO. 2019-07765
�1��CO ��O• �O�o "AKS ENGR."
" " " 3g + w
0 FOUND 5/8 IRON ROD W/YPC INSCRIBED CWEC ; �-9,1,0 � �R3 C6 L=14.33 I � w � � 10
PER (R1); HELD UNLESS NOTED OTHERWISE �'1'cy (14.23')R3 ► °a -,ten �- i
/ + CV ►0
0 FOUND 5/8" IRON ROD W/YPC INSCRIBED "HWA"; o oo
rtiQ �'u�� �`O�,°� �� PER R2 • HELD UNLESS NOTED OTHERWISE " ' - I � / 11
( )� LOT 48 9.00 POWER LINE � --�
�s. �Q �•�°� ❑ FOUND 5/8 IRON ROD W/YPC INSCRIBED HWA ; EASEMENT PER INSTR.
�y����\ PER (R3); HELD UNLESS NOTED OTHERWISE " NO. 2019-23702 C17
o \ c ILLEGIBLE CAP L=22.92
❑ FOUND 5/8 IRON ROD W/YPC INSCRIBED LS2527 ; � ,/�� (23.05')R3
''��� �t` REFERENCES o PER (R4); HELD UNLESS NOTED OTHERWISE
O �1 0 DENOTES FOUND MONUMENT AS NOTED, REGISTERED
(R1) RECORD INFORMATION PER PLAT OF "HOLLIDAY PARK -SECOND ADDITION" HELD UNLESS NOTED OTHERWISE PROFESSIONAL JOB NAME: HOLLIDAY NORTH AKS ENGINEERING & FORESTRY, LLC
(CS07583), BY M. TOMPKINS (PLS 2033), FILED APRIL 8, 1991 DOC. NO. DOCUMENT NUMBER PER DESCHUTES LAND SURVEYOR 12965 SW HERMAN RD, STE 100
j, (R2) RECORD INFORMATION PER PLAT OF "HOLLIDAY PARK THIRD ADDITION, COUNTY DEED RECORDS JOB NUMBER: 6632-04 TUALATIN, OR 97062W/YPC WITH A YELLOW PLASTIC CAP 503.563.6151
, PHASE III (CS 17327), BY P. MANLEY (PLS 2214), FILED MAY 15, 2007 CS COUNTY SURVEY NUMBER PER DESCHUTES � DRAWN BY: MSK www.AKs-ENG.COM
(R3) RECORD INFORMATION PER PLAT OF "PURCELL LANDING" (CS 19939), COUNTY SURVEY RECORDS OREGON
JANUARY 12, 2016
BY P. COLE (PLS 79157), FILED DUNE 14, 2019 PUE PUBLIC UTILITY EASEMENT
MICHAEL S. KAUNA CHECKED BY: JDP/BW
(R4) RECORD INFORMATION PER CS 19105, BY J. STICHLER (PLS 2527), FILED ROW RIGHT-OF-WAY 89558PLS ENGINEERING •SURVEYING •NATURAL RESOURCES
MAY 24, 2016 SF SQUARE FEET RENEWS: 6 30 21 DRAWING NO.: 6632-04 PP FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
CS 20371
DESCHUTES COUNTY SURVEYOR
FILED 11��3/2oZo BY: