HomeMy WebLinkAboutSurvey 21081(S89'58'58"E 1324.42')R10
ST. 33 (N89'58'58"W 2648.52')R8,R10
14W 2648.83')R1
(N89'58'58"W 1324.26')R8
200302
='58"E 2648.52'
(N89-56'51"E 1324.42')R4
/
(N89'59'48"E 1324.06')R3,R6 S89'58'58"E 8.94' (S89'58'58"E 8.94')R10,R13,R15,R16,R17
(N89'58'00"W)R2 WEST 1 /16TH CORNER TO SECTIONS 14 AND 23; FOUND A _\
(S89'48'14-E 1324.41 ')R1 0 3-1/4" ALUMINUM CAP IN MON BOX; MARKED AS SHOWN ON R1;
15 14
S89'S8 58 E 1324.42_ r`'
STA: 36+_85.38, 8.9_4' LEFT (36+85.61, 8.89' LEFT)R5
22 23
_ _
a
(36+85.61, 8.94' LEFT)R10 (36+85.38, 8.94' LEFT)R13
RIGHT-OF-WAY
DEDICATION PER R14 SEE DETAIL -I
-\
N00'01'02"E 19.00' RIGHT-OF-WAY DEDICATION PER R15 SEE DETAIL
(N00.0l'Q2"E 19.00')R13,R15
S8943'00"W 265.36' (S89'43'00"W 265.36')R13,R15
NW CORNER SECTION 23; FOUND 3-1/4" ALUMINUM
N45'00'14"W 52.27' I
(N45'00'14"W 52.27')R13,R15
CAP; MARKED AS SHOWN ON R8; PER OCRR 0159;
26' I
CENTRAL OREGON COORDINATE SYSTEM (COCS)
NOO'01'30"W 39.07'
CONTROL MARK 17121400 (POINT #107)
(N00'01'30"W 39.07')R13,R15
MEASURED COORDINATES: NORTHING 399116.59,
EASING 3305150.61
S89'58'30"W 6.00'
I
PUBLISHED COORDINATES: (NORTHING 399116.5869,
(S89058'30"W 6.00')R13,R15
I
EASTING 3305150.6086)
20'
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
127046.62'
015'20"
566.66'
N00'06'10"E 566.66'
R5,R8
(127046.62'
015'20"
566.94'
N00'06'14"E 566.94')
R10
(127046.62'
015'20"
566.66'
N00'06'1A 566.66')
C2
127076.62'
0'03'27"
127.60'
N00100'14"E 127.60'
R11,R12,R13,R16
(127076.62'
0'03'27"
127.60'
N00'00'14"E 127.60')
C3
127076.62'
0*11'53"
439.20'
N00'07'54'E 439.20'
R11,R13,R17
(127076.62'
0-11'53"
439.20'
N00'07'54"E 439.20')
C4
127016.62'
015'20"
566.53'
N00'06'10"E 566.53'
R5
(127016.62'
015'20"
566.80'
N00'06'14"E 566.80')
R13
(127016.62'
015'20"
566.53'
N00'06'1 A 566.53)
C5
127096.62'
011'53"
439.25'
N00'07'54"E 439.25'
R17
(127096.62'
011'53"
439.25'
N00'07'54"E 439.25')
C6
127096.62'
0'03'27"
127.63'
S00'00'14"W 127.63'
R16
(127096.62'
0'03'27"
127.63'
S00'00'14"W 127.63')
C7
39.00'
67'43'40"
46.10'
S33'50'20"W 43.46'
R16
(39.00'
67'43'40"
46.10'
S33'50'20"W 43.46')
C8
160.00'
2218'52"
62.31'
S78'51'36"W 61.92'
R16
(160.00'
2218'52"
62.31'
S78'51'36"W 61.92')
LEGEND
• SET 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR."
A# AKS CONTROL POINT, SEE CONTROL POINT TABLE
Q FOUND A 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR." PER R12; HELD
O FOUND A 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR." PER R11 ; HELD
A FOUND A 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR." PER R10; HELD
® FOUND A 5/8" IRON ROD W/YPC INSCRIBED "AKS
ENGR." PER PLAT OF "PETROSA, PHASE 1" (CS 20443),
BY MICHAEL S. KALINA, FILED FEBRUARY 1, 2021; HELD
0 FOUND A 5/8" IRON ROD WITH A 2" ALUMINUM CAP
INSCRIBED "DESCHUTES COUNTY ENGINEERING R/W LS
2390" PER R5; HELD
FOUND MONUMENT AS NOTED; HELD
ABBREMA11ONS
W/YPC
WITH A YELLOW PLASTIC CAP
W/RPC
WITH A RED PLASTIC CAP
INST.
INSTRUMENT NUMBER, DESCHUTES COUNTY
OFFICIAL RECORDS
VAR.
VARIES
MON
MONUMENT
STA
STATION
CA
CENTERLINE
PC
POINT OF CURVATURE
PT
POINT OF TANGENCY
ROW
RIGHT-OF-WAY
DBC
DESTROYED BY CONSTRUCTION, NOT RESET
'01I
SCALE: 1 "= 80 FEET
1!!!%?%ii
80 0 16 40 80
NOO'01'30"W 89.28' I
(N00'01'30"W 89.28')R13,R15
S89'58'30"W 20.00''
(S89'58'30"W 20.00')R13,R15
STA: 34+70.09, 30.00' LEFT
(34+70.09 30.00' LEFT)R13
T r-
o jzz o
o
o `r'
z o
o
0
z
PT STA: 33+04.37
(33+04.64)R5, R10,R13
STA: 33+04.37, 30.00' LEFT
(33+04.37 30.00'
LEFT)R13 -.362
ih
co
co
J
OF PARS �0q.
N
cq
PARCE T1NO 200,
P�III
FOUND A 5/8" IRON ROD PER R5,
NO CAP, SET IN CONCRETE
STA: 27+37.71, 30.00' LEFT
(27+37.71, 30.00' LEFT)R5,R10,R13
co
co
J
U
66'
3030, INST.1/4 CORNER TO SECTIONS 14 AND 23; FOUND 3-1/4" ALUMINUM CAP;
o M 2021,.71361 MARKED AS SHOWN ON R10; PER OCRR 0160; CENTRAL OREGON
+ COORDINATE SYSTEM (COCS) CONTROL MARK 17121404 (POINT #108)`
Iv
ZC> 37+00 (N89'48'14"W 1324.42')R1 MEASURED COORDINATES: NORTHING 399115.79, EASTING 3307799.13
CA-CAINTERSECTION (N89'58'58"W 1324.26')R8 PUBLISHED COORDINATES: (NORTHING 399115.7875, EASTING 3307799.1277)
STA: 36+85.37 (S89'58'58"E 1324.10')R10,R13
62 N S89'58'58"E 1324.10' BASIS OF BEARINGS - COCS_ _ YEOMAN _ROAD_ 14
N N S89'58'58"E 569.41' (S89'58'58"E 569.41)R10,R11,R12,R16 23
� i DBC?K CDS895858E 459.59(N895858W 459.59)R16 ,jam- ''"' ''"'
+ - S13 35 02" W 20 57 R12 R16
C
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CD �co a
o I Qf- o:l z
+ � M O
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al
0
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al
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�n
T (f, I
W
o = I
0 1
N
oDBC
I o+ t
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o ico �I
o
+
to �I
u") CCU
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I
CD
0
o -
M I DBCLLJ
I
cl-'
0
to
L0 to Z
+ � r'
N I III I U
o,
U I �
o Q
N I 1 3
0
u") t
00 I I
30' 30' 110'
o I
0
+ T
0
N
0
N 1 DBC
1
o I
0
FOUND 2-1/2" ALUMINUM CAP CDv N
INSCRIBED "US FOREST SERVICE" -60
PER R9 STA: 20+41.92, 66.00' LEFT
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"HWA", PER R7 STA:16+83.02, 30.00' LEFT
(16+83.02, 30.00' LEFT)R5,R10,R13 40' 130'
N0013'50"E 27.66' (NO013'54"E 27.80')R8 -
(NO0'13'50"E 27.66')R10,R13
N8959'44"E 36.00' -
(N89'59'26"E 36.00')R9 (N89'59'44"E 36.00')R13
FOUND 2-1/2" ALUMINUM CAP
INSCRIBED "US FOREST SERVICE"
PER R9 STA: 27+09.76, 66.00' LEFT o .
co
to
00 ca
r-: co
co
co W W
E S.A. W �
R N
NOS OF �' r o
M CDa
o z z
-C8 L=62.31'
(L=62.31')R16
-C7 � STA: 36+65.34 30.00' RIGHT
L=46.10' (36+65.34 30.00 RIGHT)R13
(L=46.10')R16
-N00'01'30"W 360.97'
(N00'01'30"W 360.97')R10,R11,R12,R13,R16
Il
00
CV 3:: co
o► o
o ^0000
"
O O CV
cli F
o `" N NIBIT 'B,26g03
NS 2p22
z I
STA: 33+04.37 30.00' RIGHT
(33+04.64 30.00' RIGHT)R5
(33+04.93 29.98' RIGHT)R10
(33+04.37 30.00' RIGHT)R13
C2 L=127.60'
(L=127.60')R11,R12,R13,R16
co
cocr
N M
�co
J
N
U J
N89'56'32"W 20.00'
(N89'56'32"W 20.00')R16,R17
STA: 31+76.78
30.00' RIGHT
(31+76.78 30.00'
RIGHT)R13
OF
RGEL ? 49164
I
NST 2021
- C3 L=439.20,
(L=439.20')R11,R13,R17
PC STA: 27+37.71
(27+37.71)R5,R10,R13
STA: 27+37.71, 30.00' RIGHT
(27+37.71, 30.00' RIGHT)R5,R10,R13
- N0013'50"E 56.44'
(NO013'50"E 56.44')R10,R11,R13,R17
uj W
c,,�
�p�
rcoo�
� "� o to
z v `�
-S89'38'33"E 20.00'
(S89'38'33"E 20.00')R17
STA: 26+81.27 30.00' RIGHT
(26+81.27 30.00' RIGHT)R13
N00013'50"E 1054.69'
(NO013'54"E 1054.69)R5,R8
(NO013'50"E 1054.69')R10,R13
PT
STA:16+83.02
(16+83.02)R5,R10,R13
INS�3758
Zp15
S89'58'58"E 444.25'
RECORD OF SURVEY
POST -CONSTRUCTION
LOCATED IN THE NORTH 1/2 OF THE NORTHWEST 1/4
OF SECTION 23, TOWNSHIP 17 SOUTH, RANGE 12
EAST, WILLAMETTE MERIDIAN, CITY OF BEND AND
DESCHUTES COUNTYOREGON
BASIS OF BEARINGS�HORIZONTAL DATUM: ,
BEARINGS AND HORIZONTAL COORDINATES ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM MARCH 20, 2023
(COGS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN) DESCHUTES 13 TRANSFORMATION.THE
SECTION
AND 23BEARSNE BETWEEN THE SOU 89'5858" 1EAST,CORNER
HELD PER COUNTY SURVEY 0936CORNER
AS SHOWN HEREON.
SECTIONS14 �"��£+�. Ccq�,�'�
RM OS ZO BY:
REFERENCES
( )R1 RECORD INFORMATION PER PLAT OF SURVEY FOR BEND PINE NURSERY DESCHUTES NATIONAL FOREST U.S DEPARTMENT OF AGRICULTURE, BY RAYMOND E. OMAN, PLS 702, SURVEYED FEBRUARY 1978,
FILED AS COUNTY SURVEY 02743.
( )R2 RECORD INFORMATION PER LOT LINE ADJUSTMENT LL-96-44, BY DAVID R. WILLIAMS, PLS 2686, FILED APRIL 3, 1997, AS COUNTY SURVEY 12887.
( )R3 RECORD INFORMATION PER RECORD OF SURVEY, BY WALIER J. MILLER, PLS 2111, FILED APRIL 30, 1999, AS COUNTY SURVEY 13629.
( )R4 RECORD INFORMATION PER PARTITION PLAT N0. 2002-23, BY PM K. CHAPMAN, PLS 2477, FILED MARCH 4, 2002, AS COUNTY SURVEY 14866.
( )R5 RECORD INFORMATION PER RIGHT OF WAY MAP OF THE SOUTH PORTION OF DESCHUTES MARKET ROAD, BY MICHAEL J. BERRY, PLS 2390, FILED DECEMBER 1, 2003, AS COUNTY SURVEY 15641.
( )R6 RECORD INFORMATION PER RECORD OF SURVEY, BY WIWAM B. HAM, PLS 2396, FILED MAY 6, 2004, AS COUNTY SURVEY 15879.
( )R7 RECORD INFORMATION PER "MONTICELLO ESTATES, PHASE 1", BY PETER A. MANLEY, PLS 2214, FILED AS COUNTY SURVEY 16982.
( )R8 RECORD INFORMATION PER PARTITION PLAT N0. 2007-74, BY DANIEL E. WOBBE, PLS 2825, FILED AS COUNTY SURVEY 17575.
( )R9 RECORD INFORMATION PER 2730 RIGHT-OF-WAY GRANT NATIONAL FOREST ROAD AND TRAIL ACT, BY TODD R. CATTERSON, PLS 53270, FILED AUGUST 17, 2011, AS COUNTY SURVEY 18303.
( )R10 RECORD INFORMATION PER RECORD OF SURVEY, BY MICHAEL S. KALINA, PLS 89558, FILED MARCH 18, 2020, AS COUNTY SURVEY 20165.
( )R11 RECORD INFORMATION PER RECORD OF SURVEY, BY MICHAEL S. KAUNA, PLS 89558, FILED JULY 27, 2020, AS COUNTY SURVEY 20269.
( )R12 RECORD INFORMATION PER RECORD OF SURVEY, BY JACOB ALLEN CARBON, PLS 94570, FILED DULY 14, 2022, AS COUNTY SURVEY 20863.
( )R13 RECORD INFORMATION PER RECORD OF SURVEY, BY JACOB ALIEN CARSINJ, PLS 94570, FILED OCTOBER 4, 2022, AS COUNTY SURVEY 20936.
( )Rt4 RECORD INFORMA110N PER RIGHT-OF-WAY DEDICATION, RECORDED MAY 30, 2013, AS INSTRUMENT NUMBER 2013-22268, OFFICIAL RECORDS.
( )R15 RECORD INFORMATION PER RIGHT-OF-WAY DEDICATION, RECORDED DUNE 76, 2022, AS INSTRUMENT NUMBER 2022-24135, OFFICIAL RECORDS.
( )R16 RECORD INFORMATION PER RIGHT -Of -WAY DEDICATION, RECORDED OCTOBER 17, 2022, AS INSTRUMENT NUMBER 2022-37924, OFFICIAL RECORDS.
( )R17 RECORD INFORMATION PER RIGHT-OF-WAY DEDICATION, RECORDED OCTOBER 17, 2022, AS INSTRUMENT NUMBER 2022-37925, OFFICIAL RECORDS.
S13'35'02"W 20.57' '
-S89058'58"E 15.34'
(N89'58'58"W 15.34')R12
CONTROL POINT TABLE -CENTRAL OREGON COORDINATES
POINT #
NORTHING
EASTING
DESCRIPTION
STATION
OFFSET
60
397852.20
3306500.62
FOUND 5/8" IRON ROD W/RPC "AKS ENGR. CONTROL"
24+21.46
18.78' RIGHT
" " "
'
RIGIlf
62
399116.21
3306506.60
FOUND 5/8" IRON ROD W/RPC "AKS ENGR. CONTROL"
36+85.38
22.63' RIGHT
361
398258.99
3306423.98
FOUND MAG NAIL WITH 2" WASHER "AKS ENGR. CONTROL"
IN ASPHALT PATH
28+27.98
59.47' LEFT
362
398702.86
3306427.41
FOUND MAG NAIL WITH 2" WASHER "AKS ENGR. CONTROL"
IN ASPHALT PATH
32+72.05
56.73' LEFT
61 WAS DESTROYED BY CONSTRUCTION
CENTERLINE
S00'01'30"E 26.64' I
N
(S00'01'26"E 26.62')R14
ROW PER R14
' 894 '00"W R14-+s89*43'00"W 312.27(S 3 )
(S89'43'00"W 312.27')R15
N45'17'00"W 22.56' 30.00'
(N4517'00"W 22.53')R14 I
(N4517'00"W 22.56')R15
DETAIL - I zl
SCALE: 1 "=40 FEETco co
I
Of cow) Li
Of
W 3-- �::
NANARRATIVEC)
THE PURPOSE OF THIS SURVEY WAS TO MONUMENT RIGHTS -OF -WAY DEDICATED PER INSTRUMENT NUMBERS 2022-24135, 2022-37924, AND 2022-37925, OFFICIAL RECORDS,
pp
(
REPLACE MONUMENTS DESTROYED BY CONSTRUCTION ASSOCIATED WITH ROAD IMPROVEMENTS TO DESCHUTES MARKET ROAD, AND TO PREPARE A POST -CONSTRUCTION RECORD OF
Z Z
I
SURVEY AS PER ORS 209.155. � `"
RIGHT-OF-WAY ESTABLISHMENT AND CENTERLINE STATIONING ALONG DESCHUTES MARKET ROAD WAS HELD PER COUNTY SURVEY 20936.
THE CENTERLINE OF YEOMAN ROAD, BEING THE SECTION LINE BETWEEN SECTIONS 14 AND 24, WAS ESTABLISHED BY HOLDING THE FOUND MONUMENTS AT THE SECTION CORNER
COMMON TO SECTIONS 14, 15, 22, AND 23, THE WEST SIXTEENTH CORNER AND THE QUARTER CORNER COMMON TO SECTIONS 14 AND 23. YEOMAN ROAD (D.H. YEOMAN ROAD) WAS
ESTABLISHED AS A 40.00 FOOT WIDE RIGHT-OF-WAY PER CROOK COUNTY COMMISSIONERS JOURNAL 5, PAGE 242.
RECORD BEARINGS AND DISTANCES PER INSTRUMENT NUMBER 2022-24135 WERE HELD TO ESTABLISH THE RIGHTS -OF -WAY DEDICATED PER SAID INSTRUMENT.
RECORD BEARINGS AND DISTANCES PER INSTRUMENT NUMBER 2022-37924 WERE HELD TO ESTABLISH THE RIGHTS -OF -WAY DEDICATED PER SAID INSTRUMENT.
RECORD BEARINGS AND DISTANCES PER INSTRUMENT NUMBER 2022-37925 WERE HELD TO ESTABLISH THE RIGHT-OF-WAY DEDICATED PER SAID INSTRUMENT.
PREPARED FOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE, SUIT 100
BEND, OREGON 97702
slly/2az 3
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS:12/31/23
SHEET 1 OF 1
42
r
i
CS 2 1oat-