HomeMy WebLinkAboutSurvey 21036\ 1/4 CORNER
149
SHEET 2
T 17
PREPARED FOR
HDR, INC.
404 SW CYBER DR.
BEND, OR 97702
� SHEETINDEX
1. COVER SHEET, BASIS OF BEARINGS/HORIZONTAL DATUM NOTE, AND SURVEYOR'S NARRATIVE
2. NE PURCELL BLVD, AND FULL MOON DRIVE
1 "= 200 FEET 3. NE PURCELL BLVD
1 4. NE PURCELL BLVD, NE COURTNEY DRIVE, AND REFERENCES
BASIS OF BEARINGS IHORIZUN I AL UAIUM
BEARINGS ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED
FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN) DESCHUTES 13 TRANSFORMATION.
THE BEARING OF THE CENTER QUARTER LINE BETWEEN THE SOUTH QUARTER CORNER AND
THE CENTER SOUTH 1 /16TH CORNER OF SECTION 27 IS NORTH 00-06'25" EAST.
-�---NE NEFF ROAD---- SECTION 27SECTION 34 --
RECORD OF SURVEY
PRE -CONSTRUCTION
LOCATED IN THE SOUTHWEST 1/4 AND SOUTHEAST 1/4 OF SECTION 27,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAME MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
JANUARY 2023
SURVEYOR'S NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO ESTABLISH THE RIGHT-OF-WAY OF PORTIONS OF NE PURCELL BLVD, FULL MOON DRIVE, NE COURTNEY DRIVE, AND TO
PREPARE APRE-CONSTRUCTION RECORD OF SURVEY AS PER ORS 209.155.
CENTERLINE STATIONING ALONG NE PURCELL BLVD WAS HELD FROM COUNTY SURVEY 20327. FIELD WORK WAS COMPLETED NOVEMBER 2021, AND REVISITED
JANUARY 2023.
THE PORTION OF NE PURCELL BLVD WITHIN THE PLAT BOUNDARY OF "HOLLIDAY PARK, FIRST ADDITION" WAS CREATED BY SAID PLAT, AND INSTRUMENT NUMBER
2022-28682, OFFICIAL RECORDS. SAID PLAT DEDICATED A 60.00 FOOT WIDE RIGHT-OF-WAY FOR NE PURCELL BLVD. THE NORTHWEST AND SOUTHEAST PLATTED
RIGHT-OF-WAY LINES WERE ESTABLISHED BY HOLDING THE FOUND PLAT MONUMENTS, AND MONUMENTS SET ALONG SAID PLATTED RIGHT-OF-WAY LINES PER
COUNTY SURVEY'S 18236, 19683, AND 20109, AND BY HOLDING RECORD RADII PER SAID PLAT. THE CENTERLINE OF NE PURCELL BLVD WITHIN SAID PLAT
BOUNDARY WAS ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND CENTERED AT 30.00 FEET FROM SAID NORTHWEST AND SOUTHEAST PLATTED
RIGHT-OF-WAY LINES. SAID INSTRUMENT NUMBER 2022-28682, DEDICATED AN ADDITIONAL 10.00 FOOT WIDE RIGHT-OF-WAY TO THE CITY OF BEND, ALONG THE
SOUTHEAST OF SAID PLATTED RIGHT-OF-WAY. THE SOUTHEAST RIGHT-OF-WAY LINE OF SAID INSTRUMENT NUMBER 2022-28682, WAS ESTABLISHED BY
HOLDING A LINE PARALLEL WITH AND 10.00 FEET SOUTHEASTERLY OF SAID SOUTHEAST PLATTED RIGHT-OF-WAY LINE.
THE PORTION OF NE PURCELL BLVD WITHIN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 27, WAS CREATED BY VOLUME 205, PAGE 814,
DEED RECORDS, AND INSTRUMENT NUMBER 2004-01502, OFFICIAL RECORDS. SAID VOLUME 205, PAGE 814, CONVEYED A VARIABLE WIDTH RIGHT-OF-WAY TO
THE CITY OF BEND, WHICH CREATED A TANGENT CURVE ALONG THE SOUTHEAST RIGHT-OF-WAY, FROM THE WEST LINE OF SAID SOUTHWEST QUARTER OF THE
SOUTHEAST QUARTER OF SECTION 27, WITH A RADIUS OF 149.54 FEET. THE WEST LINE OF SAID SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF
SECTION 27 WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT THE SOUTH QUARTER CORNER, AND THE CENTER -SOUTH SIXTEENTH CORNER, OF SAID
SECTION 27. THE POINT OF CURVATURE OF SAID CURVE WAS ESTABLISHED BY HOLDING RECORD DISTANCE OF 146.78 FEET PER SAID VOLUME 205, PAGE 814,
ALONG SAID WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 27. THE POINT OF TANGENCY OF SAID CURVE AND THE
NORTHEASTERLY TANGENT THEREFROM WAS ESTABLISHED FROM A SOUTHWESTERLY PROLONGATION OF THE SOUTHEAST PLATTED RIGHT-OF-WAY OF NE PURCELL
BLVD DESCRIBED ABOVE WITHIN THE PLAT BOUNDARY OF "HOLLIDAY, PARK FIRST ADDITION". THE CENTERLINE OF NE PURCELL BLVD WITHIN SAID SOUTHWEST
QUARTER OF THE SOUTHEAST QUARTER OF SECTION 27, WAS ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND 30.00 FEET NORTHWESTERLY OF THE
ABOVE DESCRIBED CURVE AND NORTHEASTERLY TANGENT. SAID INSTRUMENT NUMBER 2004-01502, CONVEYED AN ADDITIONAL 10.00 FOOT WIDE RIGHT-OF-WAY
TO THE CITY OF BEND, ALONG SAID WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 27, AND THE SOUTHEAST SIDE OF SAID
VOLUME 205, PAGE 814. THE EASTERLY RIGHT-OF-WAY LINE OF SAID INSTRUMENT NUMBER 2004-01502, WAS ESTABLISHED BY HOLDING A LINE PARALLEL
WITH AND 10.00 FEET EASTERLY OF SAID WEST LINE OF THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 27, AND BY HOLDING A LINE
PARALLEL WITH AND 10.00 FEET SOUTHEASTERLY OF THE SOUTHEAST RIGHT-OF-WAY LINE OF SAID VOLUME 205, PAGE 814, AS DESCRIBED ABOVE.
THE PORTION OF NE PURCELL BLVD WITHIN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 27, WAS CREATED BY VOLUME 167, PAGE 406,
DEED RECORDS, AND PARTITION PLAT 2003-34. SAID VOLUME 167, PAGE 406, CONVEYED A 60.00 FOOT WIDE RIGHT-OF-WAY TO THE CITY OF BEND, BEING
THE EAST 60 FEET OF SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 27. THE EAST RIGHT-OF-WAY LINE OF SAID VOLUME 167, PAGE
406, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT THE SOUTH QUARTER CORNER, AND THE CENTER -SOUTH SIXTEENTH CORNER, OF SAID SECTION
27. THE WEST RIGHT-OF-WAY LINE OF SAID VOLUME 167, PAGE 406, WAS ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND 60.00 FEET WESTERLY OF
SAID EAST LINE OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER. THE CENTERLINE OF NE PURCELL BLVD WITHIN SAID SOUTHEAST QUARTER OF THE
SOUTHWEST QUARTER OF SECTION 27, WAS ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND 30.00 FEET WEST OF SAID EAST LINE OF THE SOUTHEAST
QUARTER OF THE SOUTHWEST QUARTER OF SECTION 27, WITH A POINT OF CURVATURE FROM THE SOUTHWESTERLY PROLONGATION OF THE CENTERLINE OF NE
PURCELL BLVD WITHIN THE SOUTHWEST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 27. SAID PARTITION PLAT 2003-34 DEDICATED AN ADDITIONAL
10.00 FOOT WIDE RIGHT-OF-WAY WITHIN SAID SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 27. THE WEST RIGHT-OF-WAY FRONTING SAID
PARTITION PLAT 2003-34 WAS ESTABLISHED BY HOLDING A LINE PARALLEL WITH AND 70.00 FEET WESTERLY OF SAID EAST LINE OF THE SOUTHEAST QUARTER
OF THE SOUTHWEST QUARTER OF SECTION 27.
THE PORTION OF NE PURCELL BLVD WITHIN THE PLAT BOUNDARY OF "PURCELL LANDING" WAS CREATED BY SAID PLAT. SAID PLAT DEDICATED AN 80.00 FOOT
WIDE RIGHT-OF-WAY FOR NE PURCELL BLVD. THE PLATTED RIGHT-OF-WAY WAS ESTABLISHED BY HOLDING FOUND PLAT MONUMENTATTON ALONG THE
CENTERLINE, AND THE EAST AND WEST RIGHT-OF-WAY LINES.
THE PORTION OF NE PURCELL BLVD WITHIN THE LANDS DESCRIBED IN PARCEL 2, OF INSTRUMENT NUMBER 2020-40463, OFFICIAL RECORDS, WAS CREATED BY
DEDICATION DEED, INSTRUMENT NUMBER 2022-28681, OFFICIAL RECORDS. SAID INSTRUMENT NUMBER 2022-28681 DEDICATED A VARIABLE WIDTH
RIGHT-OF-WAY TO THE CITY OF BEND. THE CENTERLINE OF NE PURCELL BLVD WITHIN SAID PARCEL 2 WAS ESTABLISHED BY HOLDING A NORTHEASTERLY
PROLONGATION OF THE CENTERLINE OF NE PURCELL BLVD FROM WITHIN THE PLATTED BOUNDARY OF "HOLLIDAY PARK, FIRST ADDITION", HOLDING RECORD RADII
PER SAID INSTRUMENT 2022-28681, AND THE SOUTHERLY PROLONGATION OF THE CENTERLINE OF NE PURCELL BLVD FROM WITHIN THE PLATTED BOUNDARY OF
"PURCELL LANDING", TO CREATE A TANGENT CURVE BETWEEN SAID PROLONGATIONS. THE SOUTHEASTERLY AND NORTHWESTERLY RIGHT-OF-WAY LINES WITHIN
SAID PARCEL 2 WERE ESTABLISHED BY HOLDING LINES PARALLEL WITH AND 40.00 FEET ON EITHER SIDE OF THE ABOVE DESCRIBED CENTERLINE. THE
NORTHERLY AND SOUTHWESTERLY PROLONGATIONS OF SAID RIGHT-OF-WAY LINES ARE EXTENDED TO, OR TRIMMED AT THE BOUNDARY OF SAID PARCEL 2.
FULL MOON DRIVE WAS CREATED BY THE PLAT OF "FULL MOON ESTATES PHASE 1". SAID PLAT DEDICATED A 60.00 FOOT WIDE RIGHT-OF-WAY FOR FULL MOON
DRIVE. THE RIGHT-OF-WAY OF FULL MOON DRIVE WAS ESTABLISHED BY HOLDING FOUND PLAT MONUMENTS PER SAID PLAT, AND THE PLAT OF "FULL MOON
VIEW' CONDOMINIUM STAGE II" ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID FULL MOON DRIVE.
COURTNEY DRIVE WAS CREATED BY THE PLAT OF "PURCELL LANDING. SAID PLAT DEDICATED A VARIABLE WIDTH RIGHT-OF-WAY FOR NE COURTNEY DRIVE. THE
RIGHT-OF-WAY OF COURTNEY DRIVE WAS ESTABLISHED BY HOLDING FOUND PLAT MONUMENTS PER SAID PLAT ALONG THE NORTH RIGHT-OF-WAY LINE, AND
CENTERLINE, AND BY HOLDING FOUND MONUMENT ALONG THE SOUTH RIGHT-OF-WAY PER COUNTY SURVEY 19683, OF SAID NE COURTNEY DRIVE.
2. //912oZ3
REGISTERED
PROFESSIONAL
LAND SURVEYOR
FJACOB
REGON
Y 11, 2021 ALLEN CARSON
94570PLS
RENEWS: 12 31 23
SHEET 1 OF 4
252
I T
r ppN I0
r pFULL PNASE
i ESTATE OCK 1
0 LOT 1
2
�0
MOON SE I'
"FULL TES P KA4
ES BLOC
LOT 1
LOT 24
LOT 26
0
IDAY PAR� ���%`�°
PHOLL DITTON� � 00-
FIRST ROCK 1 �►•
217
LOT 2
V
258
Aoo •oo, °,
LOT 27 •50 ° F��p� °o1Q` �c
G x',hoi°° 6 �ti°' °
�
�. h ►� 267
�cm �►� j tih �� \_ /,
o
IN
o ° o • ti�x ��` �'�0 253 /G� AF�o" 01
tK-
1 �ho,1��°' LOT 1
(S89'33'15"W 70.00')R12 ���°° �•►����%�
(S89'42'33"W)R5 �• o, o•
S89'31'25"W (84.69')R19
70.00' 255 84 68' ��1 _254 14.11' (14.12')R20 (14.11')R22
\ Y PARK,
,NOLUD �DDIjoN
FIRS BLOCK 11
SE 1/is ,,�1202
256 C-S 1/16 �' j 148 o,°h �°c �`�' j j N89 4019E 1313.92 (N89 44 20 E 1314.21 )R1
PT STA: 23+10.42 (N8944'20"E)R6,R9,R12,R13,R19 (N89'40'10"E)R14
23+00 Q�� �1Q`ho,b�,�q,,��1° (N89'41'21"W)R16 (N89'46'40"E)R20 (89'40'19"E)R22
10.00 PAGE 938
S
DEDICATION 220, RECpRO
PER R12 + ,-- °�° I c^^o c�� VOLU FICIAL
I �' � � ,, OF
Q o
PARCEL 3 N ; �+ -r�' 00 I V
I �N
N I / , , ,
21
NO SCALE: 1 "= 50 FEET
30.00, 30.00'
Lo
CV
60.00 50 0 10 25 50
DEDICATION
PLAT n
0N PER. R18
PAR 211I
003-34 �' 0 10.00'
I
+
+
DEDICATION
NI
��
I
PER R20
I
L�
PARCEL 2
M o
I
ABBREVIATIONS
I
N
I W CV
u) o
IR IRON ROD
ui
N
m z
I
W/YPC WITH YELLOW PLASTIC CAP
Lo
�
o
Vo
O '
o �
W/RPC WITH RED PLASTIC CAP
PARCEL 1
I
o
CDN
Z
I V v I
STA: STATION
� 00
;r,
o
PC POINT OF CURVATURE
250
251
o
z p,
I�
I o
PT POINT OF TANGENCY
-
; ;
ROW RIGHT-OF-WAY
S88'44'05"W 10.00'
+
N
W � u
I
(S88'45'55"W 10.00')R12
w
o
�
IOW o
O
I
w
N �
cV
Lo
� � ^
I
o
Qom
-lam z
CD
0
GLEN
pASPEN
G
w
SINMES,
TOSTACE II
Or
,REPLAO
�
�
NLLO�
o
QUAILo�
co
+o
o
j
oz
o
W
z
I
�
U
I 141I
Y
a
61 )1(
W
19.97' (20.00')R7,R8
Z
I 140
N
O
ASPEN ME
TOWNNpE I"
STA
139
30.00' 1 30.00'
o I I0
60 0
10+00 1 \_ 149 NE NEFF ROAD
1/4 CORNER
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C1
179.54'
44'26'52"
139.28'
N2219'51 "E 135.81'
R2
(179.54'
44'27'55"
139.34')
R5
(180.00'
44'27'55"
139.69')
C2
1044.91'
11 *39'16"
212.54'
N38'43'39"E 212.18'
R2
(1044.91'
11 *39'16"
212.54'
N38'48'09"E 212.18')
R6
(1044.91'
11039'16"
212.54'
212.18')
C5
270.00'
51'03'23"
240.60'
N25'24'31 "W 232.72'
R5
(270.00'
50'58'38"
240.23')
R11
(271.88'
50*34'10"
239.96'
N25'1III 7"W 232.25')
C6
149.54'
44'26'52"
116.01'
N2219'51 "E 113.12'
R5
(150.00'
44'27'55"
116.41'
N22'23'50"E 113.51')
R9
(149.54'
44'27'55"
116.05'
N22'23'49"E 113.16')
R19
(149.54'
116.05'
N22'23'49"E 113.16')
R20
(149.54'
44'27'54"
116.05'
N22'26'06"E 113.16')
C7
139.54'
44'26'52"
108.25'
N2219'51 "E 105.56'
R20
(139.54'
44'27'54"
108.29'
N22'26'06"E 105.59')
C8
1074.91'
6'24'01"
120.08'
N41'21'16"E 120.01'
R6
(1074.91'
6'23'47"
120.00'
119.94')
R13
(1074.91'
6'23'48"
120.00'
N41'25'54"E 119.94')
C9
1074.91'
51515"
98.57'
N35'31'38"E 98.54'
R6
(1074.91'
51529"
98.65'
98.61')
R13
(1074.91'
51529"
98.64'
N35'36'15"E 98.61')
C10
1084.91'
11039'16"
220.68'
N38'43'39"E 220.30'
R22
(1084.91'
11 *39'16"
220.68'
N38'43'39"E 220.30')
C11
1014.91'
0'51'49"
15.30'
N44'07'22"E 15.30'
R6
(1014.91'
0'51'50"
15.30'
15.30')
C12
1014.91'
6'21'49"
112.72'
N40'30'33"E 112.66'
R6
(1014.91'
6021'50"
112.73'
112.67')
RECORD OF SURVEY
PRE -CONSTRUCTION
LOCATED IN THE SOUTHWEST 1/4 AND SOUTHEAST 1/4 OF SECTION 27,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
JANUARY 2023
PREPARED FOR
HDR, INC.
404 SW CYBER DR.
BEND, OR 97702
LEGEND
)i( SET AKS CONTROL AS NOTED IN CONTROL TABLE
0 FOUND MONUMENT AS NOTED IN MONUMENT TABLE
CONTROL TABLE
NUMBER
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
60
388993.94
3302459.76
14+62.51
27.87' LEFT
5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
61
389387.38
3302508.55
18+56.04
20.19' RIGHT
MAG NAIL WITH WASHER INSCRIBED "AKS ENGR."
71
389805.51
3302486.94
22+63.71
29.35' LEFT
5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
MONUMENT TABLE
NUMBER
STATION
OFFSET
DESCRIPTION
139
18+36.40
30.00' LEFT
FOUND 5/8" IR W/YPC, ILLEGIBLE; PER R3; HELD
140
18+43.12
30.00' RIGHT
FOUND 5/8" IR W/YPC, INSCRIBED "PROP COR PLS 599"; PER R7; HELD
141
18+63.09
30.00' RIGHT
FOUND 5/8" IR; PER R7; HELD
148
23+10.49
30.00' LEFT
FOUND 5/8" IR W/RPC, INSCRIBED "KARL PLS"; PER R12; HELD FOR THE C-S 1 /16TH OF SEC11ON 27
149
10+00.27
30.00' RIGHT
FOUND 2-1/2" BRASS CAP IN MON WELL; PER OCRR 733; HELD
202
34+31.40
729.54' RIGHT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA"; PER R14; HELD FOR THE SE 1 /16TH OF SECTION 27
217
26+09.94
30.00' LEFT
FOUND 5/8" IR W/YPC, INSCRIBED "PROPERTY CORNER" PER R6; HELD
250
20+05.66
40.00' LEFT
FOUND 5/8" IR W/RPC INSCRIBED, "KARL PLS"; PER R12; HELD
251
20+05.75
29.85' LEFT
FOUND 5/8" IR W/RPC, INSCRIBED "KARL PLS"; PER R12; NOT HELD; BEARS S44'20'09"E 0.21' FROM ROW
252
23+99.83
258.06' LEFT
FOUND 5/8" IR; PER R5; HELD
253
24+75.14
30.00' RIGHT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA"; PER R13; HELD FOR PC OF ROW DEDICATED PER R6
254
23+70.47
30.00' RIGHT
FOUND 5/8" IR W/YPC; PER R13; ILLEGIBLE; HELD FOR ROW DEDICATED PER R6; BEARS N44'33'17"E 0.22' FROM SECTION SUBDIVISION LINE
255
23+20.06
39.75' LEFT
FOUND 5/8" IR W/YPC, INSCRIBED "SCE&S"; PER R11; HELD FOR ROW DEDICATED PER R5
256
22+76.84
83.97' LEFT
FOUND 5/8" IR W/RPC, INSCRIBED "KARL PLS"; PER R12; NOT HELD; BEARS N56'42'34"E 0.46' FROM ROW
258
25+91.86
30.00' RIGHT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA"; PER R13; HELD
267
24+90.69
29.41' LEFT
FOUND 5/8" IR W/YPC, INSCRIBED "PROP CORNER"; PER R6; NOT HELD; BEARS S28'49'19"E 0.62' FORM ROW
2/f4Zz
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS: 12 31 23
SHEET 2 OF 4
es Z1036
RECORD OF SURVEY
PRE -CONSTRUCTION
LOCATED IN THE SOUTHWEST 1/4 AND SOUTHEAST 1/4
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE
CITY OF BEND, DESCHUTES COUNTY,
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C2
1044.91'
11 *39'16"
212.54'
N38'4339"E 212.18'
R2
(1044.91'
11'39'16"
212.54'
N38048'09"E 212.18')
R6
(1044.91'
11039'16"
212.54'
212.18')
C3
295.53'
40'4955"
210.61'
N5318'58"E 206.18'
R6
(295.53'
40'49'55"
210.61'
206.18')
C4
630.00'
73'44'02"
810.74'
N36'51'55"E 755.95'
C9
1074.91'
515'15"
98.57'
N35031'38"E 98.54'
R6
(1074.91'
515'29"
98.65'
98.61')
R13
(1074.91'
51529"
98.64'
N35036'15"E 98.61')
C10
1084.91'
11 *39'16"
220.68'
N38'43'39"E 220.30'
R22
(1084.91'
11 *39`16"
220.68'
N38'4339"E 220.30')
C13
1014.91'
4'25'38"
78.42'
N35'06'50"E 78.40'
R6
(1014.91'
4'25'36"
78.41'
78.39')
C14
332.31'
1'4328"
10.00'
S56'32'03"E 10.00'
R22
(332.31'
1'43'28"
10.00'
S56'32'03"E 10.00')
C15
392.31'
1'2738"
10.00'
N56037'15"W 10.00'
R22
(392.31'
1'27'38"
10.00'
N5637'15"W 10.00')
C16
265.53'
23'46'35"
110.19'
N4449'09"E 109.40'
R6
(265.53'
23'4634"
110.19'
109.40')
C17
265.53'
17'01'29"
78.90'
N6513'11 "E 78.61'
R6
(265.53'
17'01'26"
78.90'
78.61')
JANUARY 2023
ABBREVIATIONSIR IRON ROD
OF SECTION 27,W/C WI1H YELLOW PLASTIC CAP �W/RPC Wlhi RED PLASTIC CAP
MERIDIAN, STD: STATION
OREGON PC POINT OF CURVATURE
PT POINT OF TANGENCY
ROW RIGHT-OF-WAY
POE POINT OF ENTRY
_(e 4
JK
CONTROL TABLE
NUMBER
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
72
390110.07
3302820.32
27+03.96
26.94' RIGHT
5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
73
390393.42
3303153.19
31+53.61
44.16' LEFT
5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
74
390583.44
3303418.29
35+14.03
99.78' LEFT
5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
Y PARK,�
„NO_LID ADDIjoN
Rst K 5
LOT 18
(30.00')R6
29.99'
R
A a1
71
E
NT
INS1 2020 ' 4046
3
r
o � N
�hX°X le
211 /
1 1 1N of
�O
1,��2 , �.
o ��1bg'L \
k !'
Q SCALE: 1 "= 50 FEET
CA C-A
z�
50 0 10 25 50
�� r �E 12115�R21 0 ,�po NUMBER
2 `N13'4356 12� 15 VOMEN 40463
LOT 19 z 73 0INS2020'
1p pp '6p pp � a o DESCHUMCOUM
VV
�99483 204 `N1671 29»w 6p•pp� , ./� L
�2_ a6tiOL p w CO /it
31 +00 tN16-�\' 91' 32�312 -
251 P� S� P•
gLou l�'-1 �-�5 • 0
LOT 17 C� 3p}po o
214
01 i ' R22
R6 •R16 21
268 9k212
ti b*--� 43
a
26 E 5' R21
o < 205 6„E Dr..
'o � •4� 5
o a po R6 206
81 •a1
LOT 16 • �1a9�s o u
269 .l0- 45.62' `o. s
J
G (45.62')R22
o o
�jO rti /1� LOT 9 �j � 60. �. 207
Cl 0-
PARK;
�G 215 �r .o�,FpcO "MOLL ADDITIO
�' 9 FIRST
BLOCK 11
q,`.� �
Y PRK,p `;l �h / C15 L=10.00'
)AoNo 0266 (L=10.00 )R22
p 01-I 216 ooAD7c
LOT 8
IRST K1
g,o � F�
(20.81')R6 ,�� 'Al
LOT 25 o� �' i �~' 60 C14 L=10.00' 0;k�
c0O 72 (L=10.00 )R22
oxco , ��'S 259
014 1 20.99\
^� 9, (20.99, )R22
h o�
217 00 ' h°` ���o ��4,•� • LOT 2
ti�,ti h 0
° rryti ARK,
258 �' o "NOLUDAY 01TION"
FIRST AK 11
BLOC
N p2 " 192iR14
N I -SO 31 E 8192iR 21
LEGEND
)i( SET AKS CONTROL AS NOTED IN CONTROL TABLE
A FOUND MONUMENT AS NOTED IN MONUMENT TABLE
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C18
255.53'
40'49'07"
182.04'
N53'19'23"E 178.22'
R22
(255.53'
40'49'07"
182.04'
N53019'23"E 178.22')
C19
325.53'
1619'59"
92.80'
N41'04'00"E 92.48'
R6
(325.53'
16'21'26"
92.94'
92.62')
C20
325.53'
14'50'27"
84.32'
N56'39'13"E 84.08'
R6
(325.53'
14'50'27"
84.32'
84.08')
C21
325.53'
9039'29"
54.87'
N68054'11 "E 54.81'
R6
(325.53'
9'3929"
54.87'
54.81')
C22
590.00'
73'44'02"
759.27'
N36051'55"E 707.95'
R21
(590.00'
73'44'02"
759.27'
N36'51'55"E 707.95)
C23
670.00'
73044'02"
862.22'
N36051'55"E 803.94'
R21
(670.00'
73'44'02"
862.22'
N36051'55"E 803.94')
MONUMENT TABLE
NUMBER
STATION
OFFSET
DESCRIPTION
204
31+04.06
30.00' LEFT
FOUND 5/8" IR W/YPC, INSCRIBED "PROPERTY CORNER"; PER R6; BENT, TIED POE; HELD
205
31+04.06
30.00' RIGHT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA"; PER R14; HELD FOR ROW DEDICATED PER R6
206
30+22.25
30.00' RIGHT
FOUND 5/8" IR; PER R14, HELD
207
30+41.87
105.03' RIGHT
FOUND 5/8" IR W/RPC, INSCRIBED HWA; PER R16; HELD
211
31+04.07
142.31' LEFT
FOUND 5/8" IR W/YPC, INSCRIBED HWA; PER R14; HELD
212
28+79.24
30.00' RIGHT
FOUND 5/8" IR W/RPC, INSCRIBED HWA; PER R16; HELD
214
29+29.42
30.00' LEFT
FOUND 5/8" IR W/YPC, INSCRIBED "PROPERTY CORNER"; PER R6; HELD
215
27+68.49
30.00' LEFT
FOUND 5/8" IR W/YPC, INSCRIBED "PROPERTY CORNER"; PER R6; HELD
216
27+08.49
30.00' LEFT
FOUND 5/8" IR; PER R6; BENT, TIED POE; HELD
217
26+09.94
30.00' LEFT
FOUND 5/8" IR W/YPC, INSCRIBED "PROPERTY CORNER" PER R6; HELD
258
25+91.86
30.00' RIGHT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA'; PER R13
259
26+87.68
30.00' RIGHT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA"; PER R13; HELD FOR PT OF ROW DEDICATED PER R6
260
27+08.77
30.00' RIGHT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA"; PER R13; HELD FOR ROW DEDICATED PER R6
266
27+68.90
30.29' RIGHT
FOUND 5/8" IR; PER R6; NOT HELD; BEARS S75'33'54"E 0.30' FROM ROW
268
28+52.88
30.00' LEFT
FOUND 5/8" IR; PER R6; HELD
269
28+91.43
30.00' RIGHT
FOUND 5/8" IR, W/YPC INSCRIBED "PROP CORNER"; PER R6; HELD
271
30+09.24
30.00' LEFT
FOUND 5/8" IR W/YPC, INSCRIBED "PROP CORNER"; PER R6; HELD
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
SHEET 3 OF 4
?U3
RENEWS:12/31/23
RECORD OF SURVEY
PRE -CONSTRUCTION
LOCATED IN THE SOUTHWEST 1/4 AND SOUTHEAST 1/4 OF SECTION 27,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
ABBREVIATIONS
IR
W/YPC
W/RPC
STA:
PT
VAR.
185
IRON ROD
WITH YELLOW PLASTIC CAP
WITH RED PLASTIC CAP
STATION
POINT OF TANGENCY
VARIABLE
JANUARY 2023
rn
co
� i ,221
40.00' 40.00'
171
0 LOT 34 1
80.00'
DEDICATION
166
I.�NOING
PER
LOT 33 T
,P�RCE ��
�R15
o i
+
LOT 26
o
Lo
LOT 27
LOT 32 U-)
o
N
� N
c v LOT 28
LOT 3)
U-) u')
LOT 65 LOT 30 �t� LOT 29
z ``' (S88'51'46"W 100.22')R15
(99.31')R15 (102.46;)R15 o I S88'51'29"W 100.14' 175
190
99.29'
172 102.53 Q o
Z 0
76 162
t-11
NE COURTNEY DRIVE 41+00
>
o F
I
271.24'_--_ _
" 140.14'
T167
-a�
---
(S8 48 0 38 W 411.41)R150a
�S88'40'30"W
411.38' 161 1
0`�
w a
O
o0
r7
440 77' (S88'40'38"W 440.70)R14,R15 i
REFERENCES
)R1 RECORD INFORMATION PER SECTIONAL BREAKDOWN, BY JAMES E. BUSSARD, PLS 599, DATED JANUARY 31, 1973, FILED AS COUNTY SURVEY 02850 AND COUNTY SURVEY 02852.
)R2 RECORD INFORMATION PER ROAD EASEMENT FOR ACCESS INTO HOLLIDAY PARK, BY JAMES E. BUSSARD, PLS 599, DATED AUGUST 14, 1973, FILED AS COUNTY SURVEY 02851.
)R3 RECORD INFORMATION PER CONDOMINIUM PLAT OF "ASPEN GLEN TOWNHOMES, STAGE I", BY RUSSELL M. KARL JR, PLS 2257, FILED APRIL 3, 1991, AS COUNTY SURVEY 05120.
)R4 RECORD INFORMATION PER CONDOMINIUM PLAT OF "ASPEN GLEN TOWNHOMES, STAGE II", BY RUSSELL M. KARL JR, PLS 2257, FILED DECEMBER 23, 1991, AS COUNTY SURVEY 06693.
)R5 RECORD INFORMATION PER PLAT OF "FULL MOON ESTATES PHASE I", BY MICHAEL L. TOMPKINS, PLS 2033, FILED SEPTEMBER 9, 1991, AS COUNTY SURVEY 07245.
)R6 RECORD INFORMATION PER PLAT OF "HOLLIDAY PARK, FIRST ADDITION", BY JAMES E. BUSSARD, PLS 599, RECORDED OCTOBER 8, 1976, OFFICIAL RECORDS, FILED AS COUNTY SURVEY 07580.
)R7 RECORD INFORMATION PER PLAT OF "QUAIL HOLLOW", BY JAMES E. BUSSARD, PLS 599, RECORDED FEBRUARY 9, 1978, OFFICIAL RECORDS, FILED AS COUNTY SURVEY 08969.
)R8 RECORD INFORMATION PER PLAT OF "REPLAT OF QUAIL HOLLOW, BY RICHARD H, GRAUE, PLS 930, FILED MAY 7, 1979, AS COUNTY SURVEY 08979
)R9 RECORD INFORMATION PER UNRECORDED PLAT OF "MEDICOLONY", BY GEORGE J. COOK, PLS 540, DATED OCTOBER, 1975, FILED AS COUNTY SURVEY 10960.
)R10 RECORD INFORMATION PER PLAT OF "THE WOODLANDS PHASE II", BY JAMES R. TYE, PLS 1104, FILED JUNE 29, 1999, AS COUNTY SURVEY 13699.
)R11 RECORD INFORMATION PER CONDOMINIUM PLAT OF "FULL MOON VIEW, CONDOMINIUM STAGE II", BY MICHAEL W. TYE PLS 1046, FILED NOVEMBER 22, 2000, AS COUNTY SURVEY 14274.
)R12 RECORD INFORMATION PER PARTITION PLAT 2003-34, BY ROBERT M. KARL, PLS 1642, FILED JUNE 5, 2003, AS COUNTY SURVEY 15409.
)R13 RECORD INFORMATION PER RECORD OF SURVEY, BY PETER A. MANLEY, PLS 2214, FILED FEBRUARY 22, 2011, AS COUNTY SURVEY 18236.
)R14 RECORD INFORMATION PER RECORD OF SURVEY, BY PATRICK G. COLE, PLS 79157, FILED JUNE 20, 2018, AS COUNTY SURVEY 19683.
)R15 RECORD INFORMATION PER PLAT OF "PURCELL LANDING", BY PATRICK G. COLE, PLS 79157, FILED JUNE 14, 2019, AS COUNTY SURVEY 19939.
)R16 RECORD INFORMATION PER RECORD OF SURVEY, BY BENJAMIN J. HRON, PLS 92723, FILED JANUARY 16, 2020, AS COUNTY SURVEY 20109.
)R17 RECORD INFORMATION PER RECORD OF SURVEY, BY JACOB D. POWELL, PLS 90744, FILED OCTOBER 5, 2020, AS COUNTY SURVEY 20327.
)R18 RECORD INFORMATION PER WARRANTY DEED, RECORDED OCTOBER 22, 1969, AS VOLUME 167, PAGE 406, DEED RECORDS.
)R19 RECORD INFORMATION PER WARRANTY DEED, RECORDED MAY 3, 1974, AS VOLUME 205, PAGE 814, DEED RECORDS.
)R20 RECORD INFORMATION PER DEDICATION WARRANTY DEED, RECORDED JANUARY 13, 2004, AS INSTRUMENT 2004-01502, OFFICIAL RECORDS.
)R21 RECORD INFORMATION PER DEDICATION DEED, RECORDED JULY, 22, 2022, AS INSTRUMENT 2022-28681, OFFICIAL RECORDS.
)R22 RECORD INFORMATION PER DEDICATION DEED, RECORDED JULY, 22, 2022, AS INSTRUMENT 2022-26682, OFFICIAL RECORDS.
T N00'01'38"E 28.60'
Z /r (N00'01'54"E)R10
a � 174 (N00'01'33"E 28.60')R15
5. o w N00'01'38"E 30.01'
(N00'01'54"E 30.01')R10
1 1 (N00'01'33"E 30.01')R15
22.1 T 24.02' 100.11'
260.64'
(N00'00'06"W 22.17')R21 1. 1 (N00'00'06"W 24.02')R21
l
rn
LEGEND
SET AKS
CONTROL AS NOTED IN
CONTROL TABLE
o
A
FOUND MONUMENT
AS NOTED IN
MONUMENT TABLE
C
� cn
a.
40.00' 40.00'
N
UMBER
UMENT 0463
N ^
CN
►� �
i
80.00?
INST 2020-4
pDI AT1ON
-�
R21
u cv
Q
00
N
M _4
UJ
c
SCALE: 1 "=
50 FEET
100
V
c� (r
50 0
10 25 50
Q
�L!
Z
AMBER
BMEN1 463
0o
INS 020-40
i
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
i
C4
630.00'
73'44'02"
810.74'
N36'51'55"E 755.95'
75
C22
590.00'
7344'02"
759.27'
N36'51'55"E 707.95'
R21
(590.00'
73'44'02"
759.27'
N36051'55"E 707.95)
C23
670.00'
73'44'02"
862.22'
N36'51'55"E 803.94'
R21
(670.00'
73'44'02"
862.22'
N36'51'55"E 803.94')
173
Of
CV M
W w
0 0
0 0
Z Z
sE 1/1s
�. 202
CONTROL TABLE
NUMBER
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
75
390688.13
3303738.53
37+86.75
104.39' RIGHT
5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
76
391055.07
3303727.11
41+19.47
33.54' RIGHT
MAC NAIL WITH WASHER INSCRIBED "AKS ENGR."
77
391049.07
3303451.67
41+13.47
241.91' LEFT
MAG NAIL WITH WASHER INSCRIBED "AKS ENGR."
MONUMENT TABLE
NUMBER
STATION
OFFSET
DESCRIPTION
161
40+95.06
0.00' RIGHT
FOUND 5/8" IR W/YPC; PER R15; ILLEGIBLE; HELD
162
41+24.90
40.00' RIGHT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA";
PER R15;
HELD
166
42+21.04
40.00' RIGHT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA";
PER R15;
HELD
167
41.24.14
40.00' LEFT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA";
PER R15;
HELD
171
42+39.22
40.00' LEFT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA";
PER R15;
HELD
172
41+21.77
142.51' LEFT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA";
PER R15;
HELD
173
40+68.29
140.09' RIGHT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA";
PER R14;
HELD
174
40+98.29
140.10' RIGHT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA";
PER R15;
HELD
175
41+26.89
140.12' RIGHT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA";
PER R15;
HELD
185
40+58.11
300.56' LEFT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA";
PER R14;
HELD
190
41+19.48
241.77' LEFT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA";
PER R15;
HELD
191
40+88.79
271.17' LEFT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA";
PER R15;
HELD
202
34+31.40
729.54' RIGHT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA";
PER R14;
HELD FOR THE SE 1/16TH OF SECTION 27
221
45+69.38
0.00' RIGHT
FOUND 5/8" IR W/YPC, INSCRIBED "HWA";
PER R15;
HELD
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS: 12 31 23
SHEET 4 OF 4