HomeMy WebLinkAboutSurvey 21647i STA: 40+77.17 30.00' RIGHT
N Q
STA: 40+77.17 30.00' LEFT (40+77.17, 30.00')R5,R8
�
W 0 (40+77.17, 30.00')R5,R8 Lo RECORD OF SURVEY
PC STA: 40+77.17 INST' 4
►�Sj o531 = W INST. (40+77.17)R5,R8 2021'4l
POST�CONSTRUCTION
N Y ,'2053� i 0
N89'S8'29"E W CC 2°° o a LOCATED I N THE THE NORTH WEST 1 4 OF SEC110N 23, AND TH E
C� 0
8.00' " N89058'58"W(N89858'58"W 20.00')R18
FOUND 1 /2 IRON PIPE; ORIGIN or 20.00' SOUTHWEST 1/4 OF SECTION 14,TOWNSHIP 17 SOUTH,RANGE 12 EAST,UNKNOWN; HELD FOR NORTH LINE � � �
7.02' 0.98' OF INST. ROW,
0233; NOT HELD W WILLAMETTE MERIDIAN,CITY OF BEND AND DESCHUTES COUNTY,OREGON
ROW FOR ROW; DBC, NOT RESET THIS o Y
DEDICATION SURVEY, SEE DETAIL THIS SHEET +
�NS� 3p2� PER R16 (
(STA 38+88.05 30.98')R5,R8 cn
a OCTOBER 7 2025
pp2 � �
2
N89'58'29"E 8.00' o W ( 00
DETAIL (N89058'29"E 8.00')R16
F- 120'
SCALE: 1"=10 FEET C4
N N
_ cro o o INST 361
ono ono co Lo
t cl)
20
INST, 2 6o o ^ o W
2,30 3 3 N 3 0 0
00
!M I� to ZZ , »
to (N89 58 58 W 2648.52 )R7,R8,R11
(L=28.37')R16 o Q I v "
0 o („� 30' 30' o (N89 4814 W 2648.83 )Rl
C5 L=28.37 z z I Z S89'58'58'E 2648.52' J Z
INST. v �
424513 0 00 Lo cop Q
202 » (N40'36'49"E 6.77')R16 z +
(N89'58 58 W 13.54 Rl6 , » °O N CV N (N87'D7'10"W 10.37')R18 ~ V
N89'S8 58 W 13.54� N40 36 49 E 6.77 CC N ^ ^ N " Az
SEE DETAIL A, ( ,) ^ ^ ^ o r N87'0710 W 10.37
SHEET 2 " , L=28.25 R16 I 3 3 3 M ``9! � Q
(N00'0102 E 11.50 )R16 C6 L=28.25 3 _ c'
(S89'S8'58"E 1324.42')R8,Rll (NO0'16'57'W " o + M � � o ���� �Jr J,p C3 L=19.99'
/ N00'0102 E 11.50 I _ �. o > >� (L=19.99 )R18
(N89*58'58"W 1324.26')R7 10.00')R17 �1.=58 75�R 5► o i 0 0 o z �� \
(N89�9'48'E 1324.06')R3,R6 N00'16'S7'W (N89'S8'58"W)R17 C� `=58.1 z zvv N89458'58'W 470.32'(N89058'58"W 470.32')R18 ,
(N89'56'51 "E 1324.42')R4 10.00' - N8938'S8"W 135.08'
(N89'58'O0"W)R2 - 37+00 /, ROW DEDICATION PER R18 N89*5858"W 571.99' (N8938'58"W 571.99')R18 N (S15'43'02"W 20.78')R18 S15'43'02"W 20.78'
1,
15 14 (�9'�'14"E 1324.41')R1 o ROW DEDICATION PER R16,R17 SEE DETAIL B, SHEET 2 949 0 0
S89'_58'58'E 1324.42' _ pn _ _ _ _ _ _ _ �' _ _ _ N S89'S8'S8"E 1324.10' BASIS OF BEARINGS - COGS _ 14
22 23 WEST 1/16TH CORNER TO SECTIONS 14 AND 23; FOUND A- - 8.94' (S89'S8'58"E 8.94')R8,R10,Rll,R13,R14,R15 YEOMAN ROAD• - (S89'58'S8"E 1324.10')R10,R11
MARKED AS SHOWN ON R1•23
3-1/4 ALUMINUM CAP IN MON BOX; $�709*58'58*E
CA-CAINTERSECTION o (N89'48'14"W 1324.42')Rl
STA: 36+85.38, 8.94' LEFT (36+85.61, 8.89' LEFT)R5 o STA: 36+85.37 `- ( ' " ')
(N89�8'58"W 1324.26')R7 N89'58 58 W 459.59 R11 R14
oft ° (36+85.61, 8.94' LEFT)R8 (36+85.38, 8.94' LEFT)R10,Rll + - S8905858"E 459.59'
N00'01'02"E 19.00' DBC RESET AS SHOWN � o (S89'S8 58 E 1324.10 )R8,R10,Rll
(N00'01'02'E 19.00')R10,R11,R13 0 0 0 -950 S89'S8'58'E 444.25'
S89'43'00'W 265.3C (S89043'00'W 265.36')R10,Rll,R13 (S89'58'58"E 444.25')Rl1 "
C2 L=62.31 S89'58 58 E 15.34
NW CORNER SECTION 23; FOUND 3-1/4' ALUMINUM " o (L=62.3l')Rll,R14 (N89'58'S8'W 15.34)R9,Rll
CAP; MARKED AS SHOWN ON R7; PER OCRR 0159; N4500014 W� 52.27 70 +
CENTRAL OREGON COORDINATE SYSTEM (COCS) (N45'0014 W 52.27 )R10,R11,R13 ;o r"Cl L=46.10' G�vT ES co
1/4 CORNER TO SECTIONS 14 AND 23; FOUND 3-1/4' ALUMINUM CAP PER OCRR 2091;
CONTROL MARK 17121400 (POINT 1107) 56' 50' (L=46.10 )Rl l,R14 � T17S R12E � CENTRAL OREGON COORDINATE SYSTEM (COCS) CONTROL MARK 17121404 (POINT #1035)
MEASURED COORDINATES: NORTHING 399116.59, N00'01'30"W 39.07' 1 O MEASURED COORDINATES: NORTHING 399115.79, EASTING 3307799.13
EASTING 3305150.61 S 14 PUBLISHED COORDINATES: (NORTHING 399115.77, EASTING 3307799.13)
(N00'0130» W 39.07 )R10,R11,R13 0 0 0 �n 1/4 S 23
PUBLISHED COORDINATES: (NORTHING 399116.5869, Lo
+ ,OF
EASTING 3305150.6086) F)(I'llBlT 26go3 G PLS 77040 v
CURVE TABLE
CURVE
RADIUS
DELTA
LENGTH
CHORD
Cl
39.00'
67'43'40'
46.10'
S33950'20"W 43.46'
Rll,R14
(39.00'
67'43'40"
46.10'
S33050'20"W 43.46')
C2
160.00'
2218'52'
62.31'
S78'51'36'W 61.92'
R11,R14
(160.00'
2218'52"
62.31'
S7851'36"W 61.92')
C3
400.00'
2651'48'
19.99'
S8833'04"E 19.99'
R18
(400.00'
2'51'48'
19.99'
S8833'04'E 19.99')
C4
60.00'
87'05'40"
91.21'
S43'34'20"E 82.67'
R18
(60.00'
87'05'40"
91.21'
S43'34'20"E 82.67')
C5
40.00'
4438'19'
28.37'
N2017'39"E 27.78'
R16
(40.00'
4038'19"
28.37'
N201739'E 27.78')
C6
64.50'
25'05'54"
28.25'
N53'09'46"E 28.03'
R16
(64.50'
25005'54'
28.25'
N53'09'46"E 28.03')
C7
138.50'
2418'19"
58.75'
N77051'52"E 58.31'
R16
(138.50'
2418'19
58.75'
N77051'52'E 58.31')
PA010N
CEO 1 0 200,,7
P PIAT N
S89'58'30"W 6.00'
(S89'58'30"W 6.00')R10,Rll,R13
Nooro1'30"W 89.28'-
(NO0101'300W 89.28')R10,Rll,R13
50'
S89'58'30"W 20.00'--*'
(S89'58'30'W 20.00')R10,Rll,R13
STA: 34+70.09, 30.00' LEFT
(34+70.09 30.00' LEFT)R10,R11
3 ck; ca
Of
C)
Z ui o
o
-- o
z
PT STA: 33+04.37
(33+04.64)R5,R8,R10,Rl l
STA: 33+04.37, 30.00' LEFT
(33+04.37 30.00'
L.EFT)R10,R11 62
DESCHUTES COUNTY SURVEYOR
/, A7< Zoe gy. Go l! il
BASIS OF BEARINGS /HORIZONTAL DATUM:. PREPARED FOR
BEARINGS AND HORIZONTAL COORDINATES ARE BASED ON THE CENTRAL OREGON COORDINATE SYSTEM PAHLISCH HOMES, INC.
(COGS), DERIVED FROM THE OREGON REAL-TIME GNSS NETWORK (ORGN) DESCHUTES 13 TRANSFORMATION. 210 SW WILSON AVE, SUIT 100
THE SECTION LINE BETWEEN THE 1/4 CORNER AND THE WEST 1/16TH CORNER COMMON TO SECTIONS 14 BEND, OREGON 97702
AND 23 BEARS SOUTH 8958'58' EAST, HELD PER COUNTY SURVEY 20936, AS SHOWN HEREON.
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P
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0
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30' 50'
0
0
+ -,
M
SCALE: 1 "= 60 FEET
60 0 12 30 60
20` 2025
FYORS of
LEGEND
0 SET 5/8' IRON ROD W/YPC INSCRIBED 'AKS ENGR.'
® SET 1-1/8' COPPER DISK INSCRIBED 'AKS ENGR.' IN CONCRETE.
A# AKS CONTROL POINT, SEE CONTROL POINT TABLE
0 FOUND 5/8' IRON ROD W/YPC INSCRIBED 'AKS ENGR.' PER R9; HELD
Oo FOUND 5/8" IRON ROD W/YPC INSCRIBED "AKS ENGR.' PER Rll ; HELD
® FOUND 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
FOUND 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 UNLESS OTHERWISE NOTED.
11 //1 /Zol-f
REGISTERED
PROFESSIONAL
LAND SURVEYOR
F
REGON
Y 119 2021
ALLEN CARBON
4570PLS
RENEWS: 12 31 27
JOB NAME: PETROSA
JOB NUMBER: 6777 PH1
DRAWN BY: GR
CHECKED BY: JAC
DRAWING NO.: 6777 ROS
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
STA11ON
CA
CENTERLINE
PC
POINT OF CURVATURE
PT
POINT OF TANGENCY
ROW
RIGHT-OF-WAY
DBC
DESTROYED BY CONSTRUCTION
OCRR
OREGON CORNER RESTORATION RECORD
MEET 1 OF 2
AKS ENGINEERING do FORESTRY, LLC
2777 NW LOLO DR, STE 150
BEND, OR 97703
541.317.8429
Olpvq
WWW.AKS-ENG.COM
ENGINEERING • SURVEYING • NATURAL RESOURCES
FORESTRY • PLANNING • LANDSCAPE ARCHITECTURE
NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO MONUMENT RIGHTS -OF -WAY DEDICATED PER INSTRUMENT NUMBERS 2023-24883, 2024-29633, AND 2025-01337, DESCHUTES COUNTY
OFFICIAL RECORDS, REPLACE MONUMENTS DESTROYED BY CONSTRUCTION ASSOCIATED WITH ROAD IMPROVEMENTS TO DESCHUTES MARKET ROAD AND YEOMAN ROAD, AND TO PREPARE
A POST -CONSTRUCTION RECORD OF SURVEY AS PER ORS 209.155.
RIGHT-OF-WAY ESTABLISHMENT AND CENTERLINE STA110NING ALONG DESCHUTES MARKET ROAD WAS HELD PER COUNTY SURVEY 20936 AND COUNTY SURVEY 20165.
THE CENTERLINE OF YEOMAN ROAD, BEING THE SECTION LINE BETWEEN SECTIONS 14 AND 23, 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 2023-24883 WERE HELD TO ESTABLISH THE RIGHTS -OF -WAY DEDICATED PER SAID INSTRUMENT.
RECORD BEARINGS AND DISTANCES PER INSTRUMENT NUMBER 2024-29633 WERE HELD TO ESTABLISH THE RIGHTS -OF -WAY DEDICATED PER SAID INSTRUMENT.
RECORD BEARINGS AND DISTANCES PER INSTRUMENT NUMBER 2025-01337 WERE HELD TO ESTABLISH THE RIGHT-OF-WAY DEDICATED PER SAID INSTRUMENT.
SEE DETAIL A,
THIS SHEET
INS -4513
2024
1.54'
FOUND 1/2" IRON ROD PER
CS 02381; 1.54' SOUTH OF
SET MON; HELD FOR WEST
LINE OF INST. 2002-30233,
NOT HELD FOR ROW.
INST. 0233
2002
(NO016'57"W 10.00')R17
- N00'16'57'W 10.00'
ROW PER R17
T
DETAIL A YEOMAN ROAD
SCALE: 1'=10 FEET
(NO016'57"W 10.00')R17 0
N0016'57"W 10.00'
0
0
0
INST.
2002
LEGEND
0 SET 5/8' IRON ROD W/YPC INSCRIBED 'AKS ENGR!
0 FOUND MONUMENT AS NOTED; HELD UNLESS OTHERWISE NOTED.
N89'58'58"W 250.14'(N89*58'58"W 250.14')R17
N89'58'58"W 250.09'(N89'58'58"W 250.09')R17
ROW PER R16
ROW PER R17
N00UI'30"W 10.00'
(N00'01'30"W 10.00')R17
---YEOMAN ROAD
DETAIL B
SCALE: 1*=30 FEET
ABBREVIATIONS
W/YPC
WITH A YELLOW PLASTIC CAP
W/RPC
WITH A RED PLASTIC CAP
INST.
INSTRUMENT NUMBER, DESCHUTES COUNTY
OFFICIAL RECORDS
ROW
RIGHT-OF-WAY
PREPARED FOR DESCHUTES COUNTY SURVEYOR
PAHLISCH HOMES, INC.
210 SW WILSON AVE, SUIT 100 LEDZOZ.SBY�
BEND, OREGON 97702
RECORD OF SURVEY
POST -CONSTRUCTION
LOCATED IN THE THE NORTHWEST 1/4 OF SECTION 23, AND THE
SOUTHWEST 1/4 OF SECTION 14, TOWNSHIP 17 SOUTH, RANGE 12 EAST,
WILLAMETTE MERIDIAN, CITY OF BEND AND DESCHUTES COUNTY, OREGON
OCTOBER 7, 2025
REFERENCES
( )Rt 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 WALTER J. MILLER, PLS 2111, FILED APRIL 30, 1999, AS COUNTY SURVEY 13629.
( )R4 RECORD INFORMATION PER PARTITION PLAT NO. 2002-23, BY TIM 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 PARTITION PLAT NO. 2007-74, BY DANIEL E. WOBBE, PLS 2825, FILED NOVEMBER 29, 20071 AS COUNTY SURVEY 17575.
( )R8 RECORD INFORMATION PER RECORD OF SURVEY, BY MICHAEL S. KALINA, PLS 89558, FILED MARCH 18, 2020, AS COUNTY SURVEY 20165.
( )R9 RECORD INFORMATION PER RECORD OF SURVEY, BY JACOB ALLEN CARSON, PLS 94570, FILED DULY 14, 2022, AS COUNTY SURVEY 20863.
( )R10 RECORD INFORMATION PER RECORD OF SURVEY, BY JACOB ALLEN CARSON, PLS 94570, FILED OCTOBER 4, 2022, AS COUNTY SURVEY 20936.
( )R11 RECORD INFORMATION PER RECORD OF SURVEY, BY JACOB ALLEN CARSON, PLS 94570, FILED MAY 17, 2023, AS COUNTY SURVEY 21081.
( )R12 RECORD INFORMATION PER RIGHT-OF-WAY DEDICATION, RECORDED MAY 30, 2013, AS INSTRUMENT NUMBER 2013-22268, OFFICIAL RECORDS.
( )R13 RECORD INFORMATION PER RIGHT-OF-WAY DEDICATION, RECORDED JUNE 16, 2022, AS INSTRUMENT NUMBER 2022-24135, OFFICIAL RECORDS.
( )R14 RECORD INFORMATION PER RIGHT-OF-WAY DEDICATION, RECORDED OCTOBER 17, 2022, AS INSTRUMENT NUMBER 2022-37924, OFFICIAL RECORDS.
( )R15 RECORD INFORMATION PER RIGHT-OF-WAY DEDICATION, RECORDED OCTOBER 17, 2022, AS INSTRUMENT NUMBER 2022-37925, OFFICIAL RECORDS.
( )R16 RECORD INFORMATION PER RIGHT-OF-WAY DEDICATION, RECORDED OCTOBER 5, 2023, AS INSTRUMENT NUMBER 2023-24883, OFFICIAL RECORDS.
( )R17 RECORD INFORMATION PER RIGHT-OF-WAY DEDICATION, RECORDED NOVEMBER 12, 2024, AS INSTRUMENT NUMBER 2024-29633, OFFICIAL RECORDS.
( )R18 RECORD INFORMATION PER RIGHT-OF-WAY DEDICATION, RECORDED JANUARY 21, 2025, AS INSTRUMENT NUMBER 2025-01337, OFFICIAL RECORDS.
CONTROL POINT TABLE -CENTRAL OREGON COORDINATES
POINT #
NORTHING
EASTING
DESCRIPTION
STATION
OFFSET
63
399410.04
3306460.33
FOUND 5/8" IRON ROD W/RPC "AKS ENGR. CONTROL"
39+79.23
23.51' LEFT
362
398702.86
3306427.41
FOUND MAG NAIL WITH 2" WASHER "AKS ENGR. CONTROL"
IN ASPHALT PATH
32+72.05
56.73' LEFT
949
399123.04
3306472.30
SET 5/8" IRON ROD W/RPC "AKS ENGR. CONTROL"
36+92.23
11.66' LEFT
950
399065.25
3306795.30
SET 5/8" IRON ROD W/RPC "AKS ENGR. CONTROL"
36+34.30
311.30' RIGHT
►) /ih /Zipt,5
REGISTERED
PROFESSIONAL
LAND SURVEYOR
1�
OREGON
MAY 11, 2021
JACOB ALLEN CARSON
94570PLS
RENEWS: 12 31 27
SHEET 2 OF 2
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