HomeMy WebLinkAboutSurvey 21339SHEET 1 OF 1
LOT 1
HOLLYGRAPE STREET
STA 8+86.42
o (S89'37'21"W 97.21)R1 CA-C/L INTERSECTION
6.35
111 "' S89'33'36"W 96.70' 109 N: 3
E: 32877 791.40 -
30.00' i 30.00, I
LOT 2
C9 L=5.44'-
(L=5.44')R1
LOT 3
RECORD OF SURVEY
PRE -CONSTRUCTION
LOCATED IN THE SOUTHEAST
PREPARED FOR
CITY OF BEND
745 NW BOND STREET
BEND, OR 97701
LEGEND
jx SET AKS CONTROL; SEE CONTROL AND MONUMENT TABLE
0 FOUND MONUMENT, SEE CONTROL AND MONUMENT TABLE
o Lo
z � co co REFERENCES
Po M 00
m LOT 1 ( )R1 RECORD INFORMATION PER "LARKWOOD ESTATES", BY MICHAEL W. TYE,
U- ; RECORDED JULY 12, 1977, AND FILED AS COUNTY SURVEY 07958
o N N
NN o0
m Z � Z Z
z
ABBREVIATIONS
i
106 107 PT 7+16.99 W/YPC WITH A YELLOW PLASTIC CAP
�104 0 105 Cl L=5.12' W/RPC WITH A RED PLASTIC CAP
/ -
A 4 C (L=5.43')R1 IR IRON ROD
C/L CENTERLINE
n o PC RIGHT-OF-WAY POINT OF CURVATURE
cp �, � � 1A•�S
KW ooa ES TW o PT RIGHT-OF-WAY POINT OF TANGENCY
R CK
"� B�0 POC POINT ON RIGHT-OF-WAY CURVE
LOT 8 L LEFT OF CENTERLINE
�• ,'� R RIGHT OF CENTERLINE
'6x �L�o. STA STATION
C7 L=27.68'
(L=27.68')R1 103 °° `'00. V
/;r,
\A
` s
�A�S" LOT 4 0��0
Es \ti0
Nr
LBooVOOD
LOT 7
xt K
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
166.00'
5316'35"
154.35'
N58'04'44"W 148.85'
R1
(166.00'
53*16'35"
154.35'
148.85')
C2
166.00'
4414'01
128.15'
N62'36'01"W 125.00'
C3
166.00'
19054'57"
57.70'
N74045'33"W 57.41'
R1
(166.00'
19054'57"
57.70'
57.41')
C4
166.00'
2419'04"
70.45'
N52'38'33"W 69.93'
R1
(166.00'
2419'04"
70.46'
69.93')
C5
150.00'
40002'44"
104.84'
N20027'39"W 102.72'
R1
(150.00'
40'01'39"
104.79'
102.67)
C6
180.00'
40002'44"
125.80'
N20'27'39"W 123.26'
C7
180.00'
8'48'41"
27.68'
N36'04'40"W 27.65'
R1
(180.00'
8'48'41"
27.68'
27.66')
C8
180.00'
29'30'09"
92.68'
N16'55'15"W 91.66'
R1
(180.00'
29'29'07"
92.63'
91.61')
C9
180.00'
1'43'54"
5.44'
N0118'14"W 5.44'
R1
(180.00'
1'43'51"
5.44'
5.4)
C10
120.00'
2026'47"
5.12'
N01'39'41 "W 5.12'
R1
(120.00'
2035'28"
5.43'
5.43')
C11
196.00'
1013'08"
34.96'
N45035'35"W 34.91'
R1
(196.00'
1013'08"
34.96'
34.91')
C12
196.00'
14'36'59"
50.00'
S77024'32"E 49.86'
R1
(196.00'
14736'55"
50.00'
49.86')
TOWNSHIP 18
CITY
d'�• J,p� � �P� �p Qi
�Z ,' A 3 LOT 6
LOT 5 102 C',\ 1,c
l/,jOjQ�
c2�\
?8
C11 L=34.96' 6JS, � �S. o (N84'3753"
(L=34.96')R1 C3 \ , "' N84'43'02"W 39.98'�R1
'O°� i
Zoo
101 R� 0 3+00 \ ` Cj �"5f
j0O' �p (N84'37'S3"W Nis SSJ'P7
°°. N84043'02"W R1 �� �-35'
C12 L=50.00'
�P PC STATION 3+18.17
Q 30.00' L \
2
N LOT 13 (N31'21'18"W 23.84')R1
N31'26'27"W 23.84'
n X
°O
LOT 12 / G•�O
Qe / �\\��
00 ��. ���c �bcoti
SCALE: 1 50 FEET c -y ��ti
0 � �
50 0 10 25 50
1/4 OF SECTION 7, AND THE NORTHEAST 1/4
SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN,
OF BEND, DESCHUTES COUNTY, OREGON
MAY 169 2024
OF SECTION 18,
CONTROL AND MONUMENT TABLE
POINT #
NORTHING
EASTING
STATION
OFFSET
DESCRIPTION
2
372343.28
3288214.95
1+21.85
0.62' R
AKS CONTROL; SET 5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL"
3
372487.20
3287959.27
4+31.74
18.65' R
AKS CONTROL; SET MAG NAIL WITH 1-1/2" WASHER INSCRIBED "AKS ENGR."
4
372687.29
3287771.03
7+00.07
22.92' L
AKS CONTROL; SET 5/8" IR W/RPC INSCRIBED "AKS ENGR. CONTROL-
5
373001.53
3287809.58
AKS CONTROL; SET MAG NAIL WITH 1-1/2" WASHER INSCRIBED "AKS ENGR."
101
372408.04
3287995.80
3+60.52
30.00' L
FOUND 5/8" IR; PER R1; HELD FOR POC
102
372465.08
3287913.44
4+46.33
30.00' L
FOUND 5/8" IR; PER R1; HELD FOR PT
103
372591.21
3287805.78
6+12.15
30.00' L
FOUND 5/8" IR; PER R1; HELD FOR PC
104
372701.25
3287762.82
7+12.46
30.00' L
FOUND 1/2" IR W/YPC INSCRIBED "PROP COR 1046"; PER R1; HELD FOR POC
105
372702.03
3287822.84
7+10.58
30.00' R
FOUND 1/2" IR W/YPC INSCRIBED "PROP COR 1046"; PER R1; HELD FOR POC
106
372706.69
3287762.70
7+16.99
30.00' L
FOUND 5/8" IR; PER R1; HELD FOR PT
107
372707.15
3287822.69
7+16.99
30.00' R
FOUND 5/8" IR; PER R1; HELD FOR PT
109
372846.12
3287761.63
8+56.42
30.00' L
FOUND 5/8" IR W/YPC INSCRIBED "PROPERTY CORNER"; PER R1; HELD
111
372845.37
3287664.93
8+56.42
126.70' L
FOUND 1/2"; PER R1; HELD
H: Ew
0CWMScoum_
iriim /406 &,Zq By.,6 &A al-i
�x
NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO LOCATE AND PERPETUATE EXISTING SURVEY MONUMENTS PURSUANT TO ORS 209.155, AND TO
ESTABLISH PORTIONS THE WESTERLY AND SOUTHWESTERLY RIGHT-OF-WAY LINES OF LARKWOOD DRIVE.
FIELD WORK WAS COMPLETED JULY 18, 2023, AND REVISITED MAY 16, 2024.
CENTERLINE STATIONING IS BASED ON AN ASSUMED ALIGNMENT.
THE PLAT OF "LARKWOOD ESTATES" DEDICATED A 60.00 FOOT WIDE RIGHT-OF-WAY FOR LARKWOOD DRIVE. THE WESTERLY AND
SOUTHWESTERLY PLATTED RIGHT-OF-WAY LINES BETWEEN STATIONS 3+18.17 8+56.42 WERE ESTABLISHED BY HOLDING THE FOUND PLAT
MONUMENTS, AND BY HOLDING RECORD RADII PER SAID PLAT. THE CENTERLINE OF SAID LARKWOOD DRIVE WAS ESTABLISHED BY HOLDING A
LINE PARALLEL WITH AN 30.00 FEET FROM SAID WESTERLY AND SOUTHWESTERLY RIGHT-OF-WAY LINES. RECORD RADII, ANGLES, AND
DISTANCES WERE HELD TO EXTEND THE CENTERLINE SOUTHEASTERLY TO ITS INTERSECTION WITH THE CENTERLINE OF BROOKSWOOD BOULEVARD.
FOUND PLAT MONUMENTS ALONG THE EASTERLY RIGHT-OF-WAY LINE OF SAID LARKWOOD DRIVE SUPPORT THIS ESTABLISHMENT.
BASIS OF BEARINGS f HORIZONTAL DATUM
BEARINGS ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM (COGS), DERIVED FROM THE OREGON
REAL-TIME GNSS NETWORK (ORGN) DESCHUTES 13 TRANSFORMATION. THE BEARING OF THE EAST LINE OF LOT 2,
BLOCK ONE, OF "LARKWOOD ESTATES IS NORTH 00'26'17" WEST.
G Aell Zy
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 119 2021
JACOB ALLEN CARBON
94570PLS
RENEWS: 12 31 25
JOB NAME: NSSP AKS ENGINEERING &FORESTRY, LLC
2777 NW LOLO DR, STE 150
JOB NUMBER: 9911 BEND, OR 97703
541.317.8429
WWYV.AKS-ENG.COM
DRAWN BY: JAC
CHECKED BY: MSK ENGINEERING •SURVEYING •NATURAL RESOURCES
DRAWING NO.: 9911 SITE 7 FORESTRY •PLANNING •LANDSCAPE ARCHITECTURE
70:
w
c�
MO 2 1339-.