HomeMy WebLinkAboutSurvey 21452SHEET 1 OF 3
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N PARCEL 2 117
of 6� i
(N48'44'30"E 1.00')R16 �v�G�p� kpp �,ti9o51 00
N48'51'38"W 1.00'� �ti`L
133 � / �6•
2005-50
PP NO. %6
SCALE: 1 "= 40 FEET
PARCEL 1
,moo
40 0 8 20 40
RECORD OF SURVEY
POST -CONSTRUCTION
LOCATED IN THE SOUTHWEST 1/4 AND THE SOUTHEAST 1/4 OF SECTION 16,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAME MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
NOVEMBER 26, 2024
h SHEETINDEX
, 121 0 1. CONTROL AND MONUMENT TABLE, AND SOUTHERLY PORTION OF BOYD ACRES ROAD.
PARCEL 2 ,8 �`O ' 30, p0,h2. REFERENCES AND MIDDLE PORTION OF BOYD ACRES ROAD.
5
pp NO. 200 �� v 3n 3. BASIS OF BEARINGS/HORIZONTAL DATUM NOTE, NARRATIVE, AND NORTHERLY PORTION OF BOYD ACRES.
PARCEL 3
122
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` i N INST. 2014-11911
P C
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07R15
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124 C25 L _ 03,
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123 =_
ABBREVIATIONS
`C25-
125 _
75' ~'
4+00
W/YPC
WITH A YELLOW PLASTIC CAP
�� (L-12319)R1 - -�
23.36, 9
_
AP 3+99.18
W/RPC
WITH A RED PLASTIC CAP
C26
_ N01 38 46 E 3.72
IR
IRON ROD
L'123R1,R?3 o CL-CL -
36 '�' 3+95.46 ' FRED MEy ERS
C/L-C/L
CENTERLINE -CENTERLINE INTERSECTION
�
RSA
-�
D
AP
ANGLE POINT
r
40.00' '
PC
RIGHT-OF-WAY POINT OF CURVATURE
I
r
PT
RIGHT-OF-WAY POINT OF TANGENCY
I
POC
POINT ON RIGHT-OF-WAY CURVE
PCC
POINT OF COMPOUND CURVATURE
I
INST. 2020-11900 i
L
LEFT OF CENTERLINE
r
R
RIGHT OF CENTERLINE
0O � '- i
� a.'n
7 o
ROW
RIGHT-OF-WAY
DED
DEDICATION
'
POE
POINT OF ENTRY
M
N
a
r
AG
ABOVE GRADE
rnof
0
DCDR
DESCHUTES COUNTY DEED RECORDS
o "'
N c
W
cli
VOL 261, PAGE
626, DCDR
DCOR
DESCHUTES COUNTY OFFICIAL RECORDS
W N
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dui
to I.f.
V
PP NO.
PARTITION PLAT NO., DCOR
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co "'
126 N
ao
''' Q
CDz
INST.
INSTRUMENT NUMBER, DCOR
o
z
DC
DAMAGED CAP
z
BEARS S70'35'06"E 0.51' v
FROM POSITION SHOWN r
m
LEGEND
i
o I
I
+
)X FOUND AKS
CONTROL; SEE CONTROL AND MONUMENT TABLE
I
I
r
0 FOUND MONUMENT, SEE CONTROL AND MONUMENT TABLE
INST. 2017-37711
I
Lo ro
I
N
v
I
PARCEL 2
10.00'
I
i�-
ROW DED
I
PER R23
40.00'
08,38
20
I
'
PP NO
r
o
0
N85'16'51"W�10.017
'-'
(N85'30'21 "W)R13
PARCEL 1
(N85'30'21 "W f10')R20 C
b
(N85'30'40"W 10.01')R1,R23 o rn
Co
LOT 8
'
v
o o
GROSS\NG
128
co� �
w w w
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LOT 7 o
co
M N
VOL. 392, PAGE
o �
N^
�- •- •-
N ^
825, DCOR
Zvv
CN
r cN
30.00'
M
ro
Z LiJ
127
Co
Co
a
A 8
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
220.00'
65'01'02"
249.65'
N5204352"E 236.47'
R6,R17
(220.00'
64051'42"
249.05')
R22
(220.00'
249.05'
N52'37'33"E 235.96')
C7
250.00'
711'58"
31.41'
N23049'20"E 31.39'
R11
(250.00'
712'39"
31.46'
'N23'48'05"E 31.44')
R15
(250.00'
711'43"
31.40'
N23057'12"W 31.37')
C8
250.00'
27036'49"
120.49'
N4113'43"E 119.32'
R11
(250.00'
27'36'10"
120.44'
N4112'30"E 119.28
C9
250.00'
13'43'03"
59.85'
N3416'50"E 59.71'
R16
(250.00'
13'45'04"
60.00'
N3416'57"W 59.86')
C10
250.00'
13'53'47"
60.63'
N48'05'15"E 60.49'
R16
(250.00'
13'51'06"
60.44'
N48'05'02"W 60.29'
C24
716.20'
1217'59"
153.75'
N75'23'39"W 153.45'
R21
(8')
C25
686.20'
6025'55"
77.03'
N7611'51 "W 76.99'
R15
(686.20'
6'25'55"
77.03'
N76'08'22"W 76.99')
C26
746.20'
9'28'20"
123.36'
N73'58'49"W 123.22'
R1,R23
(746.20'
9'28'20"
123.36')
R19
(746.20'
9'27'32"
123.19'
N72'26'39"W 123.05')
DESCHUTES COUNTY SURVEYOR
FILED o a Zags gy; C o. l I � ns
ROOM
CONTROL AND MONUMENT TABLE
POINT #
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
1
400183.42
3298461.30
19+77.27
489.70' R
AKS CONTROL; FOUND 5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
2
400196.93
3298004.31
19+01.99
78.77' R
AKS CONTROL; FOUND 5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
3
400236.17
3297640.47
15+85.58
22.68' R
AKS CONTROL; FOUND 5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
4
400307.94
3297361.37
12+93.84
18.98' L
AKS CONTROL; FOUND 5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
5
400016.55
3297201.99
9+68.90
17.69' R
AKS CONTROL; FOUND 5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
6
399872.64
3296859.26
5+92.32
17.83' R
AKS CONTROL; FOUND 5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
7
399625.29
3296730.72
3+01.71
19.67' L
AKS CONTROL; FOUND 5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
8
399152.29
3296755.53
AKS CONTROL; FOUND 5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
100
400247.51
3298024.31
19+36.05
60.95' R
FOUND 5/8" IR; PER R9; HELD
101
400388.42
3298023.17
20+44.81
29.89' R
FOUND 5/8" IR W/YPC INSCRIBED "HWA"; PER R9; 1.4' AG; NOT HELD
103
400454.79
3298016.25
21+11.53
30.00' R
FOUND 5/8" IR W/YPC INSCRIBED "HWA"; PER R9; HELD
105
400541.41
3298007.08
21+98.64
30.00' R
FOUND 5/8" IR W/YPC INSCRIBED IS 2327"; PER R10; HELD
107
400294.42
3297635.35
15+60.02
30.00' L
" , DESTROYED BY CONSTRUCTION, RESET AS SHOWN
108
400231.47
3297631.94
15+79.40
30.00' R
FOUND 5/8" IR; PER R7; HELD FOR POC
109
400328.44
3297550.57
14+68.67
30.00' L
" DESTROYED BY CONSTRUCTION, RESET AS SHOWN
110
400239.53
3297613.15
15+59.86
29.22' R
FOUND 5/8" IR; PER R7; NOT HELD
111
400268.61
3297538.58
14+79.82
30.00' R
FOUND 1/2" IR; UNKNOWN ORIGIN; BENT TIED, POE; HELD FOR ROW
112
400350.13
3297467.17
13+94.26
35.16' L
FOUND 5/8" IR; PER R4, HELD FOR LAMOINE LANE ROW
113
400272.76
3297528.23
14+68.67
30.00' R
FOUND 5/8" IR; UNKNOWN ORIGIN; HELD FOR PT
114
400172.66
3297304.46
11+47.78
29.52' R
FOUND 5/8" IR; UNKNOWN ORIGIN; NOT HELD
115
400458.40
3297437.07
13+76.16
144.54' L
FOUND 5/8" IR; PER R4; HELD FOR ROW
116
400043.63
3297161.28
9+57.85
30.00' L
FOUND 5/8" IR W/YPC INSCRIBED "REEVES LS 2677'; PER R18; HELD FOR ROW AP
117
399918.93
3296841.39
6+05.25
30.00' L
FOUND 5/8" IR W/YPC INSCRIBED "DEJARNATT LS 2208"; PER R11; HELD FOR POC
118
400080.98
3297119.04
9+49.53
85.99' L
FOUND 5/8" IR W/YPC INSCRIBED "REEVES LS 2677"; PER R18; HELD FOR ROW
119
400003.05
3297103.03
8+78.63
30.00' L
FOUND 5/8" IR; PER R5; HELD FOR PCC
120
399969.02
3297005.43
7+66.56
30.00' L
FOUND 5/8" IR W/YPC INSCRIBED "REEVES LS 2677"; PER R18; HELD FOR POC
121
399829.19
3296762.75
4+99.22
30.00' L
FOUND 5/8" IR W/YPC INSCRIBED "DEJARNATT LS 2208"; PER R11; HELD FOR POC
122
399800.47
3296750.07
4+71.58
30.00' L
FOUND 1 /2" IR; UNKNOWN ORIGIN; HELD FOR PC
123
399752.34
3296732.34
4+20.29
30.00' L
FOUND 5/8" IR W/YPC INSCRIBED "DEJARNATT LS 2208"; PER R15; HELD FOR ROW AP
124
399770.71
3296657.57
4+11.68
106.51' L
FOUND 1" COPPER DISK INSCRIBED "307A MM"; UNKNOWN ORIGIN; HELD FOR ROW
125
399729.09
3296593.96
3+99.18
159.38' L
FOUND 5/8" IR; PER R14; HELD FOR ROW
126
399550.80
3296707.76
2+26.58
40.49' L
FOUND 5/8" IR W/YPC INSCRIBED "MSC 58541 LS"; PER R19; NOT HELD
127
399335.56
3296712.07
0+11.55
30.00' L
FOUND 5/8" IR; PER R20; HELD FOR ROW
128
399379.54
3296713.33
0+55.55
30.00' L
FOUND NAIL IN SIDEWALK; PER R20; HELD FOR ROW
130
400242.60
3298367.22
19+85.37
383.88' R
FOUND 5/8" IR W/YPC DC; PER R9; HELD FOR ROW
131
400246.21
3298115.45
19+60.14
142.14' R
FOUND 5/8" IR; PER R9; BENT, TIED POE; HELD FOR ROW
132
400189.90
3297856.98
17+99.20
30.00' R
FOUND 5/8" IR; PER R7; HELD FOR POC
133
399879.18
3296795.62
5+51.90
31.00' L
FOUND 5/8" IR W/YPC INSCRIBED "DEJARNATT LS 2208"; PER R16; BENT, TIED POE; HELD
134
399878.53
3296796.38
5+51.90
30.00' L
FOUND 5/8" IR W/YPC INSCRIBED "DEJARNATT LS 2208"; PER R16; BENT, TIED POE; HELD FOR POC
PREPARED FOR,
CITY OF BEND
745 NW BOND STREET
BEND, OR 97701
1 /2d/z o2<
REGISTERED
PROFESSIONAL
LAND SURVEYOR
2
OREGON
MAY 11, 2021
JACOB ALLEN CARBON
94570PLS
RENEWS:12/31/25
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2 1452
SHEET 20F RECORD OF SURVEY
POST -CONSTRUCTION
DESCHUTES COUNT,Y SURVEYOR
F1�oi zv 2o25"BY: �
LOCATED IN THE SOUTHWEST 1/4 AND THE SOUTHEAST 1/4 OF SECTION 16, \ --
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, � '\'ppd
LOT 5 BLOB , CITY OF BEND, DESCHUTES COUNTY, OREGON
NOVEMBER 26, 2024 y � �� �cp
/
r5
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
220.00'
65001'02"
249.65'
N52'43'52"E 236.47'
R6,R17
(220.00'
64'51'42"
249.05')
R22
(220.00'
249.05'
N52'37'33"E 235.96')
C2
401.66'
22*27'10"
157.40'
N74000'48"E 156.39'
R6
(401.66'
22'30'22"
157.77')
R17
(401.66'
157.67')
R22
(401.66'
157.77'
N73'48'13"E 156.76')
C3
296.70'
41052'59"
216.89'
N41'50'43"E 212.09'
R6
(296.70'
41043'42"
216.08')
R17
(267.70'
216.08')
R22
(296.70'
216.08'
N41'41'11"E 211.34)
C4
200.00'
90057'33"
317.51'
N66023'00"E 285.20'
R7
(200.00'
91'00'45"
317.69')
R17
(200.00'
317.69')
R22
(200.00'
317.69'
N6619'42"E 285.33')
C11
250.00'
3012'15"
131.79'
N70'08'15"E 130.27'
R11
(250.00'
30'02'50"
131.11'
N70001'59"W 129.61')
C12
371.66'
6628'01
41.95'
N82000'22"E 41.93'
C13
371.66'
15'59'09"
103.70'
N70046'47"E 103.36'
R5
(371.66'
15'56'25"
103.40'
103.07')
R18
(371.66'
15059'02"
103.68'
103.35')
C14
266.70'
1517'54"
71.21'
N55'08'16"E 71.00'
R5
(265.75'
15'21'30"
71.24'
71.02')
R18
(265.75
15'21'30"
71.24'
N5417'20"E 71.02')
C15
266.70'
13'40'01"
63.62'
N27'44'14"E 63.47'
R5
(265.75'
13*34'11"
62.94'
62.79')
R18
(265.75'
13*34'11"
62.94'
N26'51'39"E 62.79')
C16
230.00'
54'50'30"
220.15'
N4819'29"E 211.84'
C17
230.00'
20'5644"
84.08'
S78'36'35"E 83.61'
R4
(230.00'
21'05'08"
84.64'
84.17')
C20
170.00'
90057'33"
269.88'
N66'23'00"E 242.42'
R7
(170.00'
91'00'45"
270.04')
C21
680.00'
1042'32"
20.28'
S68059'29"E 20.28'
R7
(680.00'
1'41'07"
20.00')
R8
(630.00'
1'41'07"
20.00')
115
MMA 1 Z 5.37' „
LOT 1 BLOCK 2tz:'\ STABS
AMARC E
112 C17_84 B4 �R4 yo
N - t-84.08' , z LOT 4 BLOCK 1
Q,
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4 0 �� _ ---}--
� � _317.51' `1 ' �� � i e 13"£ g13°�R4 h�
00 C4 69')R7 ,R17,R22
i YQ S
c L (E_317 0 �'` ` 15- 14C Qv
� °0 RFS
SCALE: 1 "= 40 FEET STABS �,`L' o / (S683 568� RO 107
p OMSON E �O 113i ? 4813�£ q� i o
TN G / 1 , (S68Og. 91.5¢' 913S'\ i ^�
LOT 5 l� (110 �1 1S 55 F JR� (91
40 0 8 20 40 10• 69• 1 0)R> 111 91,3,5 ,35
/ �.`L (pg1, )R22 ,R1�
�R8 568
G LOT 6 BLOCK 1 (S6 832 4 j �E 913 810 S4 110
8 S )R
ABBREVIATIONS x 3?4�E gg'S4�R 'R8 )X3
00
W YPC A 108
/ WITH YELLOW PLASTIC CAP
BEARS
1
IR IRON ROD P 0.80'FROM PC
PC RIGHT-OF-WAY POINT OF CURVATURE C 11 y-S1.cb 16 1 ^ LOT 5 BLOCK 1 C21 L=20.28'
PT RIGHT-OF-WAY POINT OF TANGENCY
PRC POINT OF REVERSE CURVATURE a '`� ' �'
`O Az
°"; � BEARS S40'08'41"W 1.45' J
DCOR DESCHUTES COUNTY OFFICIAL RECORDS "� 4 C o FROM PC
INST. INSTRUMENT NUMBER, DCOR LOT 6 114
a,, �o h "
o WINO PARK
PTsz) pWN1Tf LOT 7 BLOCK 1 �
9,5 Z�
a
h REFERENCES
3p ()Rl RECORD INFORMATION PER MINOR LAND PARTITION MP-79-31, BY EDGAR W. GRAVES, DATED MAY 11, 1979, AND FILED AS COUNTY SURVEY 02448.
°°, ( )R2 RECORD INFORMATION PER SURVEY, BY RICHARD P. HANKINS, DATED MAY 13, 1970, AND FILED AS COUNTY SURVEY 02455.
30pp, ( )R3 RECORD INFORMATION PER SURVEY, BY ROBERT M. KARL, DATED APRIL 26, 1988, AND FILED AS COUNTY SURVEY 02465.
O
1 ( )R4 RECORD INFORMATION PER THE REVISED PLAT OF "MARC ESTATES", BY EDGAR W. GRAVES, FILED JANUARY 25, 1979, AS COUNTY SURVEY 08132.
^�o• ` �0 ( )R5 RECORD INFORMATION PER THE REVISED PLAT OF "THOMSON ESTATES", BY EDGAR W. GRAVES, FILED JANUARY 25, 1979, AS COUNTY SURVEY 10147.
118 �9• \ , ( )R6 RECORD INFORMATION PER SURVEY, BY GEORGE J. COOK, DATED FEBRUARY 2, 1973, AND FILED AS COUNTY SURVEY 10351.
" ��8• 3 �� ( )R7 RECORD INFORMATION PER PLAT OF "WHITEWING PARK", BY GEORGE W. COLVIN, RECORDED OCTOBER 26, 1978, AND FILED AS COUNTY SURVEY 10560.
STATES ��� R8 RECORD INFORMATION PER SURVEY, BY JAMES R. TYE FILED AUGUST 5 1982 AS COUNTY SURVEY 10562.
„ OMSON E LOT 8 BLOCK 1 () '
TN ()R9 RECORD INFORMATION PER PLAT OF "NORTH RIDGE", BY PHIUP R. BALDNER, FILED NOVEMBER 20, 1996, AS COUNTY SURVEY 12763.
LOT 1 �°� ()R10 RECORD INFORMATION PER SURVEY, BY JERRY D. STICHLER, FILED NOVEMBER 17, 2000, AS COUNTY SURVEY 14264.
���116 �,`tiS0o�� ( )R11 RECORD INFORMATION PER SURVEY, BY GARY L. DEJARNATT, FILED MARCH 27, 2004, AS COUNTY SURVEY 15799.
:1 ti1 /.,� ��1Q` ( )R12 RECORD INFORMATION PER SURVEY, BY JERRY D. STICHLER, FILED JULY 19, 2004, AS COUNTY SURVEY 15966.
� !r- N.
�p �' `� ( )R13 RECORD INFORMATION PER SURVEY, BY GLENN J. EASTMAN, FILED AUGUST 30, 2004, AS COUNTY SURVEY 16036.
G� ��' / 5)X ( )R14 RECORD INFORMATION PER PLAT OF "APRIL ACRES", BY JERRY D. STICHLER, FILED FEBRUARY 3, 2005, AS COUNTY SURVEY 16266.
119 ( )R15 RECORD INFORMATION PER PARTITION PLAT NO. 2005-8, BY GARY L. DEJARNATT, FILED FEBRUARY 3, 2005, AS COUNTY SURVEY 16268.
6$iR1a / kp ( )R16 RECORD INFORMATION PER PARTITION PLAT NO. 2005-50, BY GARY L. DEJARNATT, FILED JUNE 30, 2005, AS COUNTY SURVEY 16478.
INST. 2020-2016610 ( )R17 RECORD INFORMATION PER SURVEY, BY GEORGE J. COOK, FILED MARCH 13, 2006, AS COUNTY SURVEY 16823.
N 013 61.1R11 6, 2ti ( )R18 RECORD INFORMATION PER SURVEY, BY BRIAN W. REEVES, FILED MARCH 20, 2006, AS COUNTY SURVEY 16833.
120 `151' 111'1R�0 ( )R19 RECORD INFORMATION PER SURVEY, BY NORBERT W. VOLNY, FILED AUGUST 22, 2006, AS COUNTY SURVEY 17027.
1 w, C12-41.95 ���2 L�151 ( )R20 RECORD INFORMATION PER PLAT OF "BOYD CROSSING", FILED NOVEMBER 27, 2006, AS COUNTY SURVEY 17120.
)R21 RECORD INFORMATION PER VOLUME 91, PAGE 35, DESCHUTES COUNTY DEED RECORDS.
`CNN RppD ,rjo / ( )R22 RECORD INFORMATION PER VOLUME 213, PAGE 521, DESCHUTES COUNTY DEED RECORDS.
)R23 RECORD INFORMATION PER VOLUME 4, PAGE 401, DESCHUTES COUNTY OFFICIAL RECORDS.
o� _ � �/2 0/2 oZs
PREPARED -FOR REGISTERED AKS ENGINEERING & FORESTRY, LLC
117 LANDS RI EONAL YOR JOB NAME: NSSP 2777 NW LOLO DR, STE 150
�65 745 NIW BONDESTREET JOB NUMBER: 9911 BEND, OR 97703
�-��.317.829
s) LEGEND INST. 2014-11911 BEND, OR 97701 _ SWWW.AKS 4ENG.COM
DRAWN BY: JAC
0 SET 5/8" IR W/YPC INSCRIBED "AKS ENGR." MA REGO119 021
6 )X FOUND AKS CONTROL; SEE CONTROL AND MONUMENT TABLE JACOB ALLEN CARSON CHECKED BY: MSK
.0-op� 94570PLS ENGINEERING •SURVEYING •NATURAL RESOURCES
RENEWS: 12 31 25 (DRAWING NO.: 9911 SITE 2 I FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
0 FOUND MONUMENT; SEE CONTROL AND MONUMENT TABLE
CS 21452
SHEET 3 OF 3
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
C5
650.00'
21'09'27"
240.02'
S78042'56"E 238.66'
R7
(650.00'
21'03'00"
238.81')
R17
(650.00'
238.80')
R22
(650.00'
238.80'
S78'41'26"E 237.46)
C6
135.91'
96'45'06"
229.50'
N4219'47"E 203.19'
R2
(135.91'
229.41')
R22
(135.91'
229.41'
N42'25'40"E 203.13')
C18
620.00'
21'09'27"
228.94'
S78'42'56"E 227.65'
R4
(620.00'
21'03'00"
227.78')
C19
105.91'
96045'06"
178.84'
N4219'47"E 158.34'
R4
(105.91'
96'42'50"
178.77')
C22
680.00'
0'04'18"
0.85'
S8915'21 "E 0.85'
C23
165.91'
6'50'54"
19.83'
NO2'37'19"W 19.82'
R9
(165.91'
6'50'54"
19.83'
NO2'40'24"W 19.82')
I
SCALE: 1 "= 40 FEET
40 0 8 20 40
RECORD OF SURVEY
POST -CONSTRUCTION
LOCATED IN THE SOUTHWEST 1/4 AND THE SOUTHEAST 1/4 OF SECTION 16,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
NOVEMBER 26, 2024
105 syso
N - - - -
30.00' 1 30.00'
LEGEND C"
• SET 5/8" IR W/YPC INSCRIBED "AKS ENGR."
�� LOT 4
FOUND AKS CONTROL; SEE CONTROL AND MONUMENT TABLE
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NARRATIVE
0 FOUND MONUMENT; SEE CONTROL AND MONUMENT TABLE
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THE PURPOSE OF THIS SURVEY WAS TO RESET SURVEY MONUMENTS DESTROYED BY CONSTRUCTION PURSUANT TO ORS 209.150.
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FIELD WORK WAS COMPLETED NOVEMBER 26, 2024.
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103
THE RESOLUTION FOR THE RIGHTS -OF -WAY SHOWN HEREON WERE ESTABLISHED PER COUNTY SURVEY 21341, FILED ON JUNE 26, 2024. THE
LOT 1 BLOCK 1
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RESOLUTION AND MONUMENTS FROM SAID SURVEY WERE HELD, ALL MEASUREMENTS SHOWN HEREON ARE RECORD AND MEASURED FROM SAID
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SURVEY.
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BASIS OF BEARINGS HORIZONTAL DATUM
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BEARINGS ARE BASED ON COUNTY SURVEY 21341, FILED JUNE 26, 2024, THE BEARINGS OF SAID SURVEY WERE
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BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON REAL-TIME GNSS
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BEARS S17'45'16"W 0.28'
NETWORK (ORGN) DESCHUTES 13 TRANSFORMATION. THE BEARING OF THE NORTH RIGHT-OF-WAY LINE OF NE
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FROM CALCULATED
MORNING STAR DRIVE IS SOUTH 8910'50" EAST.
CORNER
Z 101
PC23
5.52'
6.04')R9
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30.00' 30.00'(L=19.83')R9
LOT 2
LOT 4 BLOCK 1 0
N
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•ham �M �
LOT 3 BLOCK 1 �,��^� o 0
h i 107 to 00
0 0
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LOT 1 �
227 )R4 o 0
C*3 i� C 8 _ 78� i Z Z W
i \ it ,238 t �228.94' 0 �� ��`L L9� W Z LOT 7
LOT 8 LOT 9
o �s�o0 (C,2 8 8 Rl7 R22 �°�'`�'•,`L�',�1Q`�� m iQ
o C5 t,2 QRj so / ��o� 91.14 _---_J J ----- BASIS OF BEARING 251.81'
^0 �4Q02 ACRES R b �,ti 100 131 S89'10'50"E 342.95'10
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_ 17+00 AD o 18+00 PCC, CL-CL (N89"14'57"W 342.95' R9 b 130
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108 ��- - 18+00.04 M o
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o RADIAL N00'42'30"E o
NE MORNING STAR DRIVE
M yy 2 M O
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J "WNI�WING PARK132 f "' M N8910'50"W
-0 LOT 1 BLOCK 1 C22 L=0.85' EXHIBIT C, PARCEL 1 w CN
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c� EXHIBIT A OF
OF INST. 2021-63236 0' i INST. 2021-63236
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ABBREVIATIONS
W/YPC WITH A YELLOW PLASTIC CAP
IR
IRON ROD
C/L-CA
CENTERLINE -CENTERLINE INTERSECTION
PC
RIGHT-OF-WAY POINT OF CURVATURE
PCC
POINT OF COMPOUND CURVATURE
DCOR
DESCHUTES COUNTY OFFICIAL RECORDS
INST.
INSTRUMENT NUMBER, DCOR
VAR.
VARIES IN WIDTH
PREPARED FOR
CITY OF BEND
745 NW BOND STREET
BEND, OR 97701
m Z
X
w p
I /2o/2 o2S
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARBON
94570PLS
RENEWS: 12 31 25
0
JOB NAME: NSSP AKS ENGINEERING &FORESTRY, LLC
2777 NW LOLO DR, STE 150
JOB NUMBER: 9911 BEND, OR 97703
541.317.8429
WWW.AKS-ENG.COM
DRAWN BY: JAC ic
CHECKED BY: MSK ENGINEERING •SURVEYING •NATURAL RESOURCES
DRAWING NO.: 9911 SITE 2 FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
CS L 1a52