HomeMy WebLinkAboutSurvey 20936SHEET 1 OF 1
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INSt, 2021_11361
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CA -CA INTERSECTION
PREPARED FOR
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o S89'58'58"E 8.94' (S89'58'58"E 8.94)R6
STA: 36+85.37
PAHUSCH HOMES, INC.
-_M WEST 1/16TH CORNER TO SECTIONS 14 AND 23, FOUND A 3-1/4'�
62N YEOMAN ROAD 4
210 SW WILSON AVE, SUIT 100
Q ALUMINUM CAP IN MON BOX MARKED AS SHOWN ON�R1; STA:-
_ _ _ _'
N S89'58'58"E 1324.10' (S89'58'58"E 1324.10')R
BEND, OREGON 97702
> 36+85.38, 8.94 LEFT (36+85.61, 8.89 LEFT)R2 (36+85.61, 8.94 LEFT)R6
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23
BASIS OF BEARINGS
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1
RIGHT-OF-WAY DEDICATION PER R9 \
STA: 36+65.34
LS8943'00"W 265.36' (S89'43'00'W 265.36')R9 I
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30.00' RIGHT
N00'01'02"E 19.00'
(N00'01'02"E 19.00')R9 N45'00'14"W 52.27'
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1/4 CORNER TO SECTIONS 14 AND 23, FOUND 3-1/4" ALUMINUM CAP;
(N45'00'14"W 52.27')R9
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MARKED AS SHOWN ON R6; PER OCRR 0160; CENTRAL OREGON
N00'0130"W 39.07'
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COORDINATE SYSTEM (COCS) CONTROL MARK 17121404 (POINT #108)
(N00'0130 W 39.07 )R9 I
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MEASURED COORDINATES. NORTHING 399115.79, EASTING 3307799.13
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PUBLISHED COORDINATES: (NORTHING 399115.7875, EASTING 3307799.1277)
S89'58'30"W 6.00' I
(S89'58'30"W 6.00')R9
N"',
N
NOOb1'30'W 89.28' 20'
(NOO'01'30"W 89.28')R9 I
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STA: 34+70 09 30 00' LEFT
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CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
127046.62'
01520"
566.66'
N00'06'10'E 566.66'
(127046.62'
01520"
566.94'
N00'06'14"E 566.94')R2,R4
(127046.62'
01520"
566.66'
NOO'06'10"E 566.66')R6
C2
127076.62'
0'03'27"
127.60
N00'00'14"E 127.60'
(127076.62'
0'03'27"
127.60
N00'00'14"E 127.60')R7,R8
C3
127076.62'
011'53
439.20'
N00'07'54"E 439.20'
(127076.62'
011'53'
439.20'
NOO'07'54"E 439 20')R7
C4
127016.62'
01520"
566.53'
RECORD OF SURVEY
PRE -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, DESCHUTES COUNTY, OREGON
AUGUST 28, 2022
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BASIS OF BEARINGS f HORIZONTAL DATUM•
ON
S89'58'30"W 20.00'
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BEARINGS AND HORIZONTAL COORDINATES ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM
(S89'58'30"W 20.00')R9 ^
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(COCS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN). THE SECTION LINE BETWEEN THE
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1/4 CORNER AND THE WEST 1/16TH CORNER COMMON TO SECTIONS 14 AND 23 BEARS SOUTH 89'58'58"
0
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EAST 1324.10 FEET, HELD PER CS 20165, AS SHOWN HEREON.
F
UTES COUNTY SU lEYt/o oy z0Z Z EY:
3 + o OF
M EXHIBIT 8,26 03
z � I a INst. 2p2 NARRATI ++ 0 VE
PT STA: 33+04.37 M i M THE PURPOSE OF THIS SURVEY WAS TO LOCATE EXISTING SURVEY MONUMENTS, RESOLVE THE RIGHT-OF-WAY OF A PORTION OF DESCHUTES MARKET ROAD, AND TO PREPARE A
(33+04.64)R2,R6 W STA: 33+04.37, 30.00' RIGHT PRE -CONSTRUCTION RECORD OF SURVEY AS PER ORS 209.155, BEFORE THE CONSTRUCTION OF IMPROVEMENTS TO DESCHUTES MARKET ROAD.
k_ (33+04.64, 30.00' RIGHT)R2
STA: 33+04.37, 30.00 LEFT M .1Y (33+04.93, 29.98' RIGHT)R6 CENTERLINE STATIONING ALONG DESCHUTES MARKET ROAD WAS ESTABLISHED BY HOLDING THE TANGENT BETWEEN THE POINT OF TANGENCY (PT) AT STATION 16+83.02 AND
362 THE POINT OF CURVATURE (PC) AT STATION 27+37.71 AS SHOWN ON CS 15641, AND CS 20165. A FOUND MONUMENT OFFSET 30.00 FEET TO THE WEST WHEN MEASURED AT A
N00'06'10'E 566.53' I RIGHT ANGLE TO SAID CENTERLINE, WAS HELD TO PERPETUATE SAID POINT OF TANGENCY AT STATION 16+83.02 PER CS 15641. FOUND MONUMENTS AT OFFSETS OF 30.00 FEET
L o co WHEN MEASURED AT RIGHT ANGLES TO SAID CENTERLINE, WERE HELD TO PERPETUATE SAID POINT OF CURVATURE AT STA11ON 27+37.71 PER CS 15641. TANGENTS AND CURVE
N T in ;o DATA ALONG THE CENTERLINE OF DESCHUTES MARKET ROAD AS SHOWN ON CS 20165 WERE HELD FROM SAID POINT OF CURVATURE (PC) AT STATION 27+37.71, THE TANGENT
REFERENCES
H
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FROM THE NORTH SIDE OF CURVE 1 (Cl) BEING NORTH 00'01'30" WEST WAS HELD TO HAVE AN INTERSECTING POINT WITH THE NORTH SECTION LINE OF SECTION 23, BEARING
N
SOUTH 89'58'58" EAST 8.94 FEET ALONG SAID NORTH SECTION LINE, FROM THE FOUND MONUMENT AT THE WEST 1/16TH CORNER TO SECTIONS 14 AND 23 PER SAID CS 20165.
( )R1 RECORD INFORMATION PER PLAT OF SURVEY FOR BEND PINE NURSERY DESCHUTES NATIONAL
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FOREST U.Y DEPARTMENT AGRICULTURE, BY RAYMON E. OMAN, PLS 702, SURVEYED
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THE EAST RIGHT-OF-WAY LINE OF DESCHUTES MARKET ROAD WAS ESTABLISHED AT 30.00 FEET FROM SAID CENTERLINE PER CS 15641. FOUND MONUMENTS ALONG SAID EAST
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FEBRUARY 1978, FILED AS CS 02743, DESCHUTES COUNTY SURVEYOR'S OFFICE.
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RIGHT-OF-WAY LINE OF DESCHUTES MARKET ROAD PER CS 20165, CS 20269, AND CS 20863 WERE FOUND TO BE 30.00 FEET EAST OF SAID CENTERUNE, WHEN MEASURED AT
( )R2 RECORD INFORMATION PER RIGHT OF WAY MAP OF THE SOUTH PORTION OF DESCHUTES MARKET
RIGHT ANGLES TO SAID CENTERLINE.
ROAD, BY MICHAEL J. BERRY, PLS 2390, FILED DECEMBER 1, 2003, AS CS 15641, DESCHUTES
pARn�4"
1No 2001'7
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STA: 31+76.78
30.00' RIGHT
THE WEST IALONGF-WAY LINE DESCHUTES ARKET ROAD N STATIONS 20+41.92 AND 27+09.76 WAS ESTABLISHED AT 66.00 T PER CS 18303. FOUND
COUNTY SURVEYOR'S OFFICE.
PARCEL
pLAt
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MONUMENTS THIS PORTIONFOF DESCHUTES MARKET ROAD PERCS18303 WERE FOUND TO BE 66.00 FEET WEST OF SAID CENTERLINE, WHEN MEASURED AT RIGHT ANGLES
( )R3 RECORD INFORMATION PER 'MONTICELLO ESTATES, PHASE 1', BY PETER A. MANLEY, PLS 2214,
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TO SAID CENTER LINE.
RECORDED JULY 28, 2006, PLAT CABINET H, PAGES 21-24, DESCHUTES COUNTY OFFICIAL
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THE WEST RIGHT-OF-WAY OF DESCHUTES MARKET ROAD BETWEEN STATIONS 27+09.76 AND 34+70.09 WAS ESTABLISHED AT 30.00 FEET FROM SAID CENTERLINE PER CS 15641.
RECORDS, AND FILED AS CS 16982, DESCHUTES COUNTY SURVEYOR'S OFFICE.
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( )R4 RECORD INFORMATION PER PARTITION PLAT NO. 2007-74, BY DANIEL E. WOBBE, PLS 2825,
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THE WEST RIGHT-OF-WAY OF DESCHUTES MARKET ROAD BETWEEN STATION 34+70.09 AND THE SOUTH RIGHT-OF-WAY LINE OF YEOMAN ROAD WAS ESTABLISHED FROM THE
RECORDED NOVEMBER 27, 2007, PARTITION PLAT CABINET 3, PAGES 523-527, DESCHUTES
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RIGHT-OF-WAY DEDICATION, RECORDED AS INSTRUMENT NUMBER 2022-24135. THIS RIGHT-OF-WAY DEDICATION WILL BE MONUMENTED AT COMPLETION OF CONSTRUCTION OF
COUNTY OFFICIAL RECORDS, AND FILED AS CS 17575, DESCHUTES COUNTY SURVEYOR'S OFFICE.
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IMPROVEMENTS TO DESCHUTES MARKET ROAD.
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( )R5 RECORD INFORMATION PER 2730 RIGHT-OF-WAY GRANT NATIONAL FOREST ROAD AND TRAIL
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THE APPROXIMATE PROJECT LIMITS ARE FROM STATION 26+50 TO STATION 36+70. REGISTERED
ACT, BY TODD R. CATTERSON, PLS 53270, FILED AUGUST 17, 2011, AS CS 18303, DESCHUTES
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PROFESSIONAL
COUNTY SURVEYOR'S OFFICE.
M
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TR 21'49j6
N
LAND SURVEYOR
( )R6 RECORD INFORMATION PER RECORD OF SURVEY, BY MICHAEL S. KALINA, PLS 89558, FILED
INS
MARCH 18, 2020, AS CS 20165, DESCHUTES COUNTY SURVEYOR'S OFFICE.�
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( )R7 RECORD INFORMATION PER RECORD OF SURVEY, BY MICHAEL S. KALINA, PLS 89558, FILED JULY
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OREGON
27, 2020, AS CS 20269, DESCHUTES COUNTY SURVEYOR'S OFFICE.
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MAY 11, 2021
( )R8 RECORD INFORMATION PER RECORD OF SURVEY, BY JACOB ALLEN CARSON, PLS 94570, FILED
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JACOB ALLEN CARSON
94570PLS
JULY 14, 2022, AS CS 20863, DESCHUTES COUNTY SURVEYOR'S OFFICE.
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RENEWS:12 31 23
( )R9 RECORD INFORMATION PER RIGHT-OF-WAY DEDICATION, RECORDED JUNE 16, 2022, AS
INSTRUMENT NUMBER 2022-24135, DESCHUTES COUNTY OFFICIAL RECORDS.
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SCALE: 1 "= 80 FEET
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-.361
30' 130' 80 0 16 40 80
FOUND A 5/8-IRON ROD PER R2, o
NO CAP, SET IN CONCRETE T
LEGEND STA: 27+37.71, 30.00 LEFT N
(27+37.71, 30.00' LEFT)R2,R6
+37.71
A# AKS CONTROL POINT, SEE CONTROL POINT TABLE N0013'50"E 27.66' (NO013'54"E 27.80')R4 � PC STA: 272,R6
" + 1 (27+37.71)R2,R6
0 FOUND A 5 8' IRON ROD W YPC INSCRIBED (N0013'50 E 27.66 )R6 N STA: 27+37.71, 30.00' RIGHT
/ / N89'59'44"E 36.00' (N89'59'26"E 36.00')R5
"AKS ENGR." PER R8; HELD � (27+37.71, 30.00' RIGHT)R2,R6
Oo FOUND A 5/8' IRON ROD W/YPC INSCRIBED
"AKS ENGR." PER R7 ; HELD
p FOUND A 5/8' IRON ROD W/YPC INSCRIBED
"AKS ENGR." PER R6; HELD
❑ FOUND A 5/8' IRON ROD WITH A 2" ALUMINUM
CAP INSCRIBED "DESCHUTES COUNTY
ENGINEERING R/W LS 2390" PER R2; HELD
FOUND MONUMENT AS NOTED; HELD
FOUND 2-1/2' ALUMINUM CAP
INSCRIBED "US FOREST SERVICE"
PER R5 STA: 27+09.76, 66.00' LEFT
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CD
66' Lo '
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FOUND 2-1/2' ALUMINUM CAP N
INSCRIBED 'US FOREST SERVICE"
PER R5 STA: 20+41.92, 66.00' LEFT A�
FOUND 5/8" IRON ROD W/YPC INSCRIBED
"HWA", PER R3 STA:16+83.02, 30.00' LEFT
(16+83.02, 30.00' LEFT)R2,R6 40' i 30'
pSOFTHE OSA
LAN
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N0013'50"E 56.44'
(NO013'50"E 56.44')R6,R7
STA: 26+81.27
30.00' RIGHT INST 2015-43758
N0013'50"E 1054.69'
(NO013'54"E 1054.69)R2,R4
(NO013'50"E 1054.69')R6
PT STA:16+83.02
(16+83.02)R2,R6
CONTROL POINT TABLE -CENTRAL OREGON COORDINATES
POINT #
NORTHING
EASTING
DESCRIPTION
STATION
OFFSET
60
397852.20
3306500.62
SET 5/8" IRON ROD W/RPC "AKS ENGR. CONTROL"
24+21.46
18.78' RIGHT
61
398421.64
3306499.08
SET 5/8' IRON ROD W/RPC "AKS ENGR. CONTROL'
29+90.85
15.20' RIGHT
62
399116.21
3306506.60
SET 5/8' IRON ROD W/RPC "AKS ENGR. CONTROL"
36+85.38
22.63' RIGHT
361
398258.99
3306423.98
SET MAG NAIL WITH 2" WASHER "AKS ENGR. CONTROL"
IN ASPHALT PATH
28+27.98
59.47' LEFT
362
398702.86
3306427.41
SET MAG NAIL WITH 2' WASHER "AKS ENGR. CONTROL"
IN ASPHALT PATH
32+72.05
56.73' LEFT
ABBREVIATIONS
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
`31
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