HomeMy WebLinkAboutSurvey 21341SHEET 1 OF 3
125
0
N 117 �.
PARCEL 2 1��6�y �
i
pp• //pp5 0
6
(N48'44'30"E 1.00')R16 ��'//►�p� p �`L�`�'yl ��
N48'51'38"W 1.00'
,50
133 / �6•
20p5134 �.��
Pp NO- �/ti ��� 6
SCALE: 1 "= 40 FEET h /
PARCEL 1
oh
40 0 8 20 40
RECORD OF SURVEY
PRE -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
h / SHEET INDEX
a 121
PARCEL 2 a co 3 00 1. CONTROL AND MONUMENT TABLE, AND SOUTHERLY PORTION OF BOYD ACRES ROAD.
2005-8 �'� „� „ �00, 2. REFERENCES AND MIDDLE PORTION OF BOYD ACRES ROAD.
pp A �� 30 3. BASIS OF BEARINGS/HORIZONTAL DATUM NOTE, NARRATIVE, AND NORTHERLY PORTION OF BOYD ACRES.
PARCEL 3 122
` i N INST. 2014-11911
h o �`�,,
P
0 77 03 ^� .•�' �� N
124 C25 L,77 �15
3o�`o
123 ABBREVIATIONS
C2:- .75, 94+00 W/YPC WITH A
YELLOW PLASTIC CAP
(L, 23191R - AP 3+99.18 W/RPC WITH A RED PLASTIC CAP
2s23.3g�R1�Z3 0 ' �� _ N01038'46"E 3.72' IR IRON ROD
C
C,12336, o. CL-CL , FREp -
3+95.46 MEyERs R C/L-C/L CENTERLINE CENTERLINE INTERSECTION
,. �Ap
-� AP ANGLE POINT
40.00' I PC RIGHT-OF-WAY POINT OF CURVATURE
PT RIGHT-OF-WAY POINT OF TANGENCY
I
POC POINT ON RIGHT-OF-WAY CURVE
I PCC POINT OF COMPOUND CURVATURE
I
I
INST. 2020-11900 L LEFT OF CENTERLINE
rn I I
I R RIGHT OF CENTERLINE
o 7 o ROW RIGHT-OF-WAY
DED DEDICATION
POE POINT OF ENTRY
M Q
N
I AG ABOVE GRADE
rn DCDR DESCHUTES COUNTY DEED RECORDS
o "' in VOL. 261, PAGE
N co w W 626, DCDR DCOR DESCHUTES COUNTY OFFICIAL RECORDS
N
W - I U PP NO. PARTITION PLAT NO., DCDR
4- O 00
Co "' Q INST. INSTRUMENT NUMBER, DCOR
126 , N o
z o Z I DC DAMAGED CAP
z
BEARS S70035'06"E 0.51'
FROM POSITION SHOWN I m LEGEND
I o I
I o
+ SET AKS CONTROL; SEE CONTROL AND MONUMENT TABLE
0 FOUND MONUMENT, SEE CONTROL AND MONUMENT TABLE
I I
I
INST. 2017-37711 .-
�_
M �
I
I
�
I
co CN
N
�
I
I
I
I
PARCEL 2
10.00'
i
ROW DED
I
PER R23
i 40.00'
I
008-38
pp NO' 2
I
o
0
N85'16'51"W 10.01'
(N85'30'21"W)R13
PARCEL 1
(N85'30'21 "W t10')R20 c
b
(N85'30'40"W 10.0l')R1,R23 0 ?
Co
LOT 8 `�
I
,d
v
o o
GROSS`NG
128
� � �
w w w
N _
0
LOT 7
co to
0� i
0 o
CV
�'-
VOL. 392, PAGE
) o
o �
;0 cv cv
,- .- �-
%_
N ^
825, DCOR
0 0 O
M �p
30.00'
K' n
z L;j
127
0
0
0
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
220.00'
65'01'02"
249.65'
N52'43'52"E 236.47'
R6,R17
(220.00'
64'51'42"
249.05')
R22
(220.00'
249.05'
N52037'33"E 235.96')
C7
250.00'
711'58"
31.41'
N23'49'20"E 31.39'
Rll
(250.00'
712'39"
31.46'
N23'48'05"E 31.44')
R15
(250.00'
711'43"
31.40'
N23057'l2"W 31.37')
C8
250.00'
27'36'49"
120.49'
N4113'43"E 119.32'
Rll
(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'
13053'47"
60.63'
N48'05'l5"E 60.49'
R16
(250.00'
13'51'06"
60.44'
N48'05'02"W 60.29'
C24
716.20'
1217'59"
153.75'
N75023'39"W 153.45'
R21
(8')
C25
686.20'
6925'55"
77.03'
N7611'51 "W 76.99'
R15
(686.20'
6025'55"
77.03'
N76008'22"W 76.99')
C26
746.20'
9028'20"
123.36'
N73058'49"W 123.22'
R1,R23
(746.20'
9'28'20"
123.36')
R19
(746.20'
9'27'32"
123.19'
N72026'39"W 123.05')
MAY 159 2024
DESCHUTES CQUI�6TY SURVUOR
CONTROL AND MONUMENT TABLE
POINT #
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
1
400183.42
3298461.30
19+77.27
489.70' R
AKS CONTROL; SET 5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
2
400196.93
3298004.31
19+01.99
78.77' R
AKS CONTROL; SET 5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
3
400236.17
3297640.47
15+85.58
22.68' R
AKS CONTROL; SET 5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
4
400307.94
3297361.37
12+93.84
18.98' L
AKS CONTROL; SET 5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
5
400016.55
3297201.99
9+68.90
17.69' R
AKS CONTROL; SET 5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
6
399872.64
3296859.26
5+92.32
17.83' R
AKS CONTROL; SET 5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
7
399625.29
3296730.72
3+01.71
19.67' L
AKS CONTROL; SET 5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
8
399152.29
3296755.53
AKS CONTROL; SET 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
FOUND 5/8" IR; PER R4, HELD FOR PC
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
FOUND 5/8" IR; PER R4, HELD FOR PT
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 Rll; 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 Rll; 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, 11ED 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
6lZq/2ay
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 119 2021
JACOB ALLEN CARBON
94570PLS
RENEWS: 12/31/25
c"I
y
Cs 2 1 3 4 14.
SHEET ZOF3 RECORD OF SURVEY
PRE -CONSTRUCTION
rDESCHUIESCOUNTY SURVEYOR
LOCATED IN THE SOUTHWEST 1/4 AND THE SOUTHEAST 1/4 OF SECTION 16, \ '���Z6 By L
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, ' '°°°
CITY OF BEND, DESCHUTES COUNTY, OREGON
�� � L0i58L�,
MAY 159 2024
M es,�,cz m \ to
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'
N74'00'48"E 156.39'
R6
(401.66'
22'30'22"
157.77')
R17
(401.66'
157.67')
R22
(401.66'
157.77'
N73048'13'E 156.76')
C3
296.70'
41052'59"
216.89'
N41'50'43"E 212.09'
R6
(296.70'
41'43'42"
216.08')
R17
(267.70'
216.08')
R22
(296.70'
216.08'
N41041'11"E 211.34)
C4
200.00'
90057'33"
317.51'
N66'23'00"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'
N70008'15"E 130.27'
R11
(250.00'
30'02'50"
129.61'
N70'01'59"W 129.61')
C12
371.66'
6028'01"
41.95'
N82'00'22"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'
15'59'02"
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'
13040'01"
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'
54050'30"
220.15'
N48'19'29"E 211.84'
C17
230.00'
20'56'44"
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'
N66023'00"E 242.42'
R7
(170.00'
91'00'45"
270.04')
C21
680.00'
1042'32"
20.28'
S68'59'29"E 20.28'
R7
(680.00'
1'41'07"
20.00')
R8
(630.00'
1-41-07"
20.00')
115
MMAR
2 2 5.37' S„
LOT 1 BLOCK 2 RC ESTATE
"A
112 C17�84- 64 )R4
-84.08, , LOT 4 BLOCK 1
� o (S6 .
N Loll14+00 0 109 569004 0
4 0 � , � � 8p81.3"F 91 6p)R
k0o 317.69 )R7�R17,R22 Y�
�0h ,�-� A � O �E_ o � � 1ST q
(683 S68• Q
/107
OMSON E �� 113i 2'yc�b£08 j3.� qQ i o0
1N G z (S68�g, 91 S¢, 91 j
LOT 5 o��_ �- N p >> 1S SS"F )R� (91
SCALE: 1 - 40 FEET / ,01oti6�• (1pg1o)R� 111 9�3S�R?3s)R1> 16� ^7
`�Gyo )R8 (s 68V8 i 80.20, 2 o \ �p0
LOT 6 BLOCK 1 (S6 832 yc j F g13 80 54 110 /
8 S )R
40 0 8 20 40 00 32¢%F g91,5 JR �R8 3 �v
4SiR8 108
ABBREVIATIONS � BEARS N10'16'44"E
PC 11� 0.80' FROM PC
5j 16 ^
PC RIGHT-OF-WAY POINT OF CURVATURE LOT 5 BLOCK 1 C21 L=20.28' a, (L=20.00 )R7,R8
PT RIGHT-OF-WAY POINT OF TANGENCY�+ ,N
PRC POINT OF REVERSE CURVATURE hd` ��^�. Z a o BEARS S40'08'41"W 1.45' J
51
DCOR DESCHUTES COUNTY OFFICIAL RECORDS r3 rc� _ ,�o FROM PC .. Q
INST. INSTRUMENT NUMBER, DCOR LOT 6 .oa ;,� ,,� �' 114 RKM
.o .h 0 pA
n, o o . o
PT Ip� �? _ / _ ,o "I1� LOT 7 BLOCK 1
REFERENCES
3p pp. ( )R1 RECORD INFORMATION PER MINOR LAND PARTITION MP-79-31, BY EDGAR W. GRAVES, DATED MAY 11, 1979, AND FILED AS COUNTY SURVEY 02448.
4o's h ( )R2 RECORD INFORMATION PER SURVEY, BY RICHARD P. HANKINS, DATED MAY 13, 1970, AND FILED AS COUNTY SURVEY 02455.
y 3000, ( )R3 RECORD INFORMATION PER SURVEY, BY ROBERT M. KARL, DATED APRIL 26, 1988, AND FILED AS COUNTY SURVEY 02465.
( )R4 RECORD INFORMATION PER THE REVISED PLAT OF "MARC ESTATES", BY EDGAR W. GRAVES, FILED JANUARY 25, 1979, AS COUNTY SURVEY 08132.
41* ` �O ( )R5 RECORD INFORMATION PER THE REVISED PLAT OF "THOMSON ESTATES", BY EDGAR A GRAVES, FILED JANUARY 25, 1979, AS COUNTY SURVEY 10147.
118 `�9, \ 4(, ( )R6 RECORD INFORMATION PER SURVEY, BY GEORGE J. COOK, DATED FEBRUARY 2, 1973, AND FILED AS COUNTY SURVEY 10351.
���. `Sul N �� ( )R7 RECORD INFORMATION PER PLAT OF "WHITEWING PARK", BY GEORGE W. COLVIN, RECORDED OCTOBER 26, 1978, AND FILED AS COUNTY SURVEY 10560.
STABS ��� �`A3 � s` R8 RECORD INFORMATION PER SURVEY, BY JAMES R. TYE FILED AUGUST 5 1982 AS COUNTY SURVEY 10562.
OMSON E � 66 , ` oo LOT 8 BLOCK 1 N () '
TN 56,8J�s �oX ( )R9 RECORD INFORMATION PER PLAT OF "NORTH RIDGE", BY PHIUP R. BALDNER, FILED NOVEMBER 20, 1996, AS COUNTY SURVEY 12763.
LOT 1 (91( )R10 RECORD INFORMATION PER SURVEY, BY JERRY D. STICHLER, FILED NOVEMBER 17, 2000, AS COUNTY SURVEY 14264.
116 �,`LSpoO0 ( )R11 RECORD INFORMATION PER SURVEY, BY GARY L DEJARNATT, FILED MARCH 27, 2004, AS COUNTY SURVEY 15799.
( )R12 RECORD INFORMATION PER SURVEY, BY JERRY D. STICHLER, FILED JULY 19, 2004, AS COUNTY SURVEY 15966.
�•�� �,%�� �o ' �' ��c�� ( )R13 RECORD INFORMATION PER SURVEY, BY GLENN J. EASTMAN, FILED AUGUST 30, 2004, AS COUNTY SURVEY 16036.
G� 00. / 5A ( )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$iR�B / �p ( )R16 RECORD INFORMATION PER PARTITION PLAT NO. 2005-50, BY GARY L. DEJARNATT, FILED JUNE 30, 2005, AS COUNTY SURVEY 16478.
INST. 2020-20166 '� �0� �01��0 x0o ( )R17 RECORD INFORMATION PER SURVEY, BY GEORGE J. COOK, FILED MARCH 13, 2006, AS COUNTY SURVEY 16823.
( )R18 RECORD INFORMATION PER SURVEY BY BRIAN W. REEVES FILED MARCH 20 2006 AS COUNTY SURVEY 16833.
120 `'�5� 6 1��Rd ( )R19 RECORD INFORMATION PER SURVEY, BY NORBERT W. VOLNY, FILED AUGUST 22, 2006, AS COUNTY SURVEY 17027.
1 W, C12 E=41.95 l�,C� ���51 ( )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.
�9
ES RQAD 8kp0 / ()R22 RECORD INFORMATION PER VOLUME 213, PAGE 521, DESCHUTES COUNTY DEED RECORDS.
B
QYp ACR ' - �� ( )R23 RECORD INFORMATION PER VOLUME 4, PAGE 401, DESCHUTES COUNTY OFFICIAL RECORDS.
_
Loll
7+00 - /z V /2cz •
PREPARED FOR REGISTERED AKS ENGINEERING & FORESTRY, LLC
PROFESSIONAL JOB NAME: NSSP 117 2777 NW LOLO DR, STE 150
.� CITY OF BEND LAND SURVEYOR
� 65 BEND, OR 97703 745 NW BOND STREET
JOB NUMBER: 9911 541.317.8429
INST. 2014-11911 BEND, OR 97701 -� WWW.AKS-ENG.COM
LEGEND DRAWN BY: JAC
OREGON
SET AKS CONTROL; SEE CONTROL AND MONUMENT TABLE MAY 11, 2021
)i 6 JACOB ALLEN CARSON CHECKED BY: MSK ENGINEERING • SURVEYING • NATURAL RESOURCES
� O FOUND MONUMENT, SEE CONTROL AND MONUMENT TABLE 94570PLS
RENEWS:12 31 25 DRAWING NO.: 9911 SITE 2 FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
CS 2 13 4 1 -
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'
21003'00"
227.78')
C19
105.91'
96'45'06"
178.84'
N4219'47"E 158.34'
R4
(105.91'
96042'50"
178.77')
C22
680.00'
0-04'18"
0.85'
S8915'21 "E 0.85'
C23
165.91'
6050'54"
19.83'
NO2'37'19"W 19.82'
R9
(165.91'
6-50-54"
19.83'
NO2'40'24"W 19.82')
ILI
SCALE: 1 "= 40 FEET
!"'mm !%?%iii
40 0 8 20 40
RECORD OF SURVEY
PRE -CONSTRUCTION
LOCATED IN THE SOUTHWEST 1/4 AND THE SOUTHEAST 1/4 OF SECTION 16, OEM&
TOWNSHIP 17 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
CITY OF BEND, DESCHUTES COUNTY, OREGON
105
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LEGEND
SET AKS CONTROL; SEE CONTROL AND MONUMENT TABLE
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BEARINGS ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COCS), DERIVED FROM THE OREGON o m ?.
REAL-TIME GNSS NETWORK (ORGN) DESCHUTES 13 TRANSFORMATION. THE BEARING OF THE NORTH RIGHT-OF-WAY zo
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- -
MAY 159 2024
NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO LOCATE AND PERPETUATE EXISTING SURVEY MONUMENTS PURSUANT TO ORS 209.155, AND TO
ESTABLISH PORTIONS OF THE WESTERLY AND NORTHERLY RIGHT-OF-WAY LINES OF BOYD ACRES.
FIELD WORK WAS COMPLETED JULY 26, 2023, AND REVISITED MAY 15, 2024.
CENTERLINE STATIONING IS BASED ON AN ASSUMED ALINGMENT.
THE WESTERLY RIGHT-OF-WAY LINE OF BOYD ACRES ROAD SOUTH OF FRED MEYERS ROAD WAS ESTABLISHED BY HOLDING THE FOUND
MONUMENTS AT 127 AND 128. THE CENTERLINE OF THIS SECTION OF BOYD ACRES ROAD WAS ESTABLISHED TO BE PARALLEL WITH AND
30.00 FEET EAST OF SAID MONUMENTS 127 AND 128. THE WESTERLY RIGHT-OF-WAY LINE OF BOYD ACRES DEDICATED PER VOLUME 4, PAGE
401, DESCHUTES COUNTY OFFICIAL RECORDS WAS ESTABLISHED TO BE PARALLEL WITH AND 40.00 FEET WEST OF SAID CENTERLINE. HOLDING
RECORD ARC LENGTH FROM THE MONUMENT AT 125, PER SAID VOLUME 4, PAGE 401, ALONG THE SOUTH RIGHT-OF-WAY LINE OF FRED
LOT 4 MEYERS ROAD, TO SAID WESTERLY RIGHT -WAY LINE OF BOYD ACRES ROAD DEDICATED PER SAID VOLUME 4, PAGE 401, SUPPORTS THIS
ESTABLISHMENT.
THE 60.00 FOOT WIDE RIGHT-OF-WAY OF BOYD ACRES ROAD NORTH OF FRED MEYERS ROAD WAS DEDICATED PER VOLUME 213, PAGE 409,
DESCHUTES COUNTY DEED RECORDS, AND CORRECTED AND REPLACED BY VOLUME 213, PAGE 521, DESCHUTES COUNTY DEED RECORDS. THIS
SURVEY HELD CENTERLINE RADII FROM SAID VOLUME 213, PAGE 521, AND OFFSETS OF 30.00 FEET FROM SAID CENTERLINE RADII TO
103 ESTABLISH THE RIGHT-OF-WAY LINES OF BOYD ACRES NORTH OF FRED MEYERS ROAD.
p THE WESTERLY AND NORTHERLY RIGHT-OF-WAY LINE OF BOYD ACRES ROAD NORTH OF FRED MEYERS ROAD AND WEST OF THE
"NOR RIDGE CENTERLINE -CENTERLINE INTERSECTION OF NE MORNING STAR DRIVE WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT 107, 109,
"NO 116, 117, 119, 120, 121, 122, 123, AND 134. RADII AS NOTED ABOVE WAS HELD. THE CENTERLINE OF THIS SECTION_ OF BOYD ACRES ROAD
WAS ESTABLISHED TO BE PARALLEL WITH AND 30.00 FEET EAST AND SOUTH OF SAID MONUMENTS.
LOT 3
BEARS S17-45'16"W 0.28'
11 FROM CALCULATED
CORNER
101
15.52'
(16.04')R9
C23 L=19.83'
30.00' (L=19.83')R9
LOT 2
2 0
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RADIAL N00'42'30"E
PARK' 132 2
Jam' M Ilfwol
LOT 1 BLOCK 1
O C22 L=0.85' EXHIBIT C, PARCEL 1
OF INST. 2021-63236
ABBREVIATIONS
C/L-C/L 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
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LOT 1
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THE NORTHERLY AND WESTERLY RIGHT-OF-WAY LINE OF BOYD ACRES NORTH OF THE CENTERLINE -CENTERLINE INTERSECTION OF NE
MORNING STAR DRIVE WAS ESTABLISHED BY HOLDING OFFSETS OF 60.00 FEET FROM THE FOUND MONUMENTS AT 103, 105, AND 132, ALONG
THE SOUTHERLY AND EASTERLY RIGHT-OF-WAY OF BOYD ACRES. RADII AS NOTED ABOVE WAS HELD. THE CENTERLINE FOR THIS SECTION OF
BOYD ACRES ROAD WAS ESTABLISHED TO BE PARALLEL WITH AND 30.00 FEET NORTH AND WEST OF SAID MONUMENTS. THE POINT OF
COMPOUND CURVATURE AT STATION 18+00.04 WAS ESTABLISHED FROM THE WESTERLY PROLONGATION OF THE CENTERLINE OF NE MORNING
STAR DRIVE. SAID CENTERLINE OF NE MORNING STAR DRIVE WAS ESTABLISHED TO BE PARALLEL WITH AND 30.00 FEET SOUTH OF THE FOUND
MONUMENTS AT 100, 130, AND 131, ALONG THE NORTH RIGHT-OF-WAY LINE OF SAID NE MORNING STAR DRIVE.
THE EASTERLY RIGHT-OF-WAY LINE OF LAMOINE LANE WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT 112 AND 115. THE
CENTERLINE OF LAMOINE LANE WAS ESTABLISHED TO BE PARALLEL WITH AND 30.00 FEET WEST OF SAID MONUMENTS AT 112 AND 115. THE
WESTERLY RIGHT-OF-WAY LINE OF LAMOINE LANE WAS ESTABLISHED TO BE PARALLEL WITH AND 60.00 FEET WEST OF SAID MONUMENTS AT
112 AND 115.
THE SOUTHWESTERLY RIGHT-OF-WAY LINE OF SHANIKO LANE WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT 116 AND 118. THE
CENTERLINE OF SHANIKO LANE WAS ESTABLISHED TO BE PARALLEL WITH AND 30.00 FEET NORTHEAST OF SAID MONUMENTS AT 116 AND 118.
THE NORTHEASTERLY RIGHT-OF-WAY LINE OF SHANIKO LANE WAS ESTABLISHED TO BE PARALLEL WITH AND 60.00 FEET NORTHEAST OF SAID
MONUMENTS AT 116 AND 118.
THE NORTHERLY RIGHT-OF-WAY LINE OF FRED MEYERS ROAD WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT 123 AND 124 AND
HOLDING RECORD RADII PER PARTITION PLAT NO. 2005-8. THE CENTERLINE OF FRED MEYERS ROAD WAS ESTABLISHED TO BE PARALLEL WITH
AND 30.00 FEET SOUTH OF SAID NORTHERLY RIGHT-OF-WAY LINE. THE SOUTHERLY RIGHT-OF-WAY LINE OF FRED MEYERS ROAD WAS
ESTABLISHED TO BE PARALLEL WITH AND 60.00 FEET SOUTH OF SAID NORTHERLY RIGHT OF WAY LINE.
H
LU Z LOT 7 LOT 8 LOT 9
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91.14' BASIS OF BEARING 251.81'
131 S8910'50"E 342.95' 130
(N8914'57"W 342.95')R9 0
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REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARBON
94570PLS
RENEWS:12/31/25
EXHIBIT A OF
INST. 2021-63236
JOB NAME: NSSP AKS ENGINEERING &FORESTRY, LLC
BEND, OR 97703
2777 NW LOLO DR, STE 150
JOB NUMBER: 9911 541.317.8429
WWW.AKS-ENG.COM
DRAWN BY: JAC
CHECKED BY: MSK ENGINEERING •SURVEYING •NATURAL RESOURCES
DRAWING NO.: 9911 SITE 2 FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE