HomeMy WebLinkAboutSurvey 20974BOUNDARY SURVEY OF TWO PARCELS OF LAND SITUATE IN THE SE 1/4 SW 1/4 OF SECTION 35, TOWNSHIP
17 S., RANGE 12 E.W.M., AND IN THE NE 1/4 NW 1/4 SECTION 2, TOWNSHIP 18 S., RANGE 12 E.W.M., AND AS
DESCRIBED IN THOSE WARRANTY DEEDS RECORDED AS 2002-29664 & 2006-29439 IN OFFICIAL RECORDS
OF THE DESCHUTES COUNTY, OREGON CLERK
S 88001'48" W 550.60'
S 88000'26" W 550.45' R5
S 88001'07" W 550.48' R6
I 183.24'
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CAI 4 1 o BEAR CREEK ROAD
60' R.O.W.
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° S 0030'53" W 29.61' i o o� o0
SO 1510 W29.65 R1,R2 NZ
S 89037'40" E 51.32'
0.34' N OF SEC. LINE PER S 89040'35" E 51.32' R1,R2
KERN CS12347
MONUMENT TABLE
100) OCRR #1366, 3" BRASS CAP 0.5 BELOW ROAD SURFACE
IN MONUMENT BOX, 2' NORTH OF S. EDGE PAVEMENT
101) R1 #6 REBAR 1.0' DOWN, 7' SOUTH OF S. EDGE PAVEMENT
102) R1 #6 REBAR 0.1' UP, EAST SIDE N-S FENCE LINE
103) R3 BENT #5 REBAR 0.9' UP INSIDE PVC PIPE AND BENT,
DOES NOT ACHIEVE VERTICAL ORIENTATION - REJECTED
104) R3 #5 REBAR, 0.1' UP, TOP LEANS SLIGHTLY SE'LY,
1/2" IP FOUND ON WEST SIDE
105) R5 KERN YPC ON #5 REBAR 1.2' DOWN, 4' N'LY
OF WEST END OF CURB
106) R5 KERN YPC ON #5 REBAR 0.1' UP, 17' N.
OF EDGE PAVEMENT
107) R5 KERN YPC ON #5 REBAR FWG IN ROCK OUTCROP,
2' NORTH OF VERTICAL FACE, 12' N. OF EDGE PAVEMENT
108) R1 1/2" IRON PIPE 0.2' DOWN, 2.7' +/- TO TOP OF SUBLAT BANK
405) SET OPC ATOP A #5X30" REBAR 0.7' UP, 3' WEST OF
SUBLATERAL BANK
406) SET OPC ATOP A #5X23" REBAR DRILLED INTO
ROCK, FWG, 1.5' WEST OF SUBLATERAL BANK
407) SET OPC ATOP A #5X13" REBAR DRILLED INTO
ROCK, FWG, 0.1' DOWN IN LAWN
409) SET OPC ATOP A #5X30" REBAR 0.1' DOWN
502) SET OPC ATOP A #5X30" REBAR FWG, 0.8' EAST
OF OLD POST & POLE FENCE LINE
507) SET OPC ATOP A #5X30" REBAR FWG IN
GRAVEL AT TOP OF SUBLATERAL BANK
CURVE TABLE
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S 88001'48" W 132.55'
N 0018105" E 21.98' �01
NO°15'10"E31.57'D1
N 89037'40" W 209.93'
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S 89032'35" E 180.00' R3
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S 89029'40" E 197.94'
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C1
5030'06"
1080.00,
103.71'
N89013'42"W
103.67'
C2
0059'21"
1020.00'
17.61'
N86058'20"W
17.61'
C3
4030'12"
1020.00'
80.17'
N89043'06"W
80.15'
C1(R5)
5030'16"
1080.00'
103.76'
N89014'26"W
103.72'
C1(R6)
5030'09"
1080.00'
103.72'
N89013'49"W
103.68'
BASIS OF BEARINGS NOTE:
THE BEARINGS ARE BASED ON THE LINE BETWEEN
MONS (102) & (100) AS MEASURED WITH A CHC NETWORK
GPS ROVER RECEIVER CONNECTED TO THE ODOT ORGN
AND MEASURING COORDINATES IN THE OCRS SYSTEM IN
THE BEN D-REDMOND-PRINEVILLE LOCAL DATUM PLANE.
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S 89025'22" E 174.37'
S 89°25'22" E 15.44'
S 8903235" E 175' D2
108-CENTERLINE
S 89032'35" E 170.42 D1
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S 8903235" E 160.00 R3
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S 89029'40" E 159.70' C
N46°34'40"E 0.91'
S 89025'22" E 158.93' 104-108
108-103
S 89032'35" E 159.70' R1
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S 89032'35" E 167.20' R4 TO 7.5'
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OFFSET MON, 174.70' TO C.L. SUBLATERAL
op "
MARK KERNS
181202 300
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S 89037'40" E 573.91' 406-100 ��-
T 18 S. ,00 S. 2
ABANDONED IRRIGATION
SUBLATERAL DITCH - SEE NARRATIVE
SEE NARRATIVE NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO FIND OR SET THE MONUMENTS THAT
DEFINE THE BOUNDARIES OF TAX LOTS 181202 304 & 305. ALL OF THE FOUND
MONUMENTS AS SHOWN WERE HELD AS CONTROLLING WITH THE EXCEPTION
OF THE BENT & DISTURBED #5 REBAR (103) SET BY ED GRAVES IN CS03456 (R3).
THE WEST LINE OF SAID TAX LOTS WAS DETERMINED BY HOLDING THE LINE
FROM THE 1/4 CORNER (100) TO (102) AND SETTING A MONUMENT (MON) (409) AT
THE RECORD DISTANCE OF 51.32' ON SAID LINE FROM (102). WITH (409)
ESTABLISHED THE LINE FROM IT TO (104) WAS CREATED. THE DIVIDING LINE
BETWEEN THE TWO TAX LOTS WAS SET AT THE RECORD DEED DISTANCE NORTH
AND SOUTH AND AT THE RECORD DEED (2006-29439) ANGLE OF 90°12'15"
TURNED OFF THE WEST LINE. THE MONS SET ALONG THE C.O.I.D. SUBLATERAL
(SUBLAT) A-10 WERE SET ON THE WESTERLY R.O.W. THAT WAS DETERMINED BY
MEASURING THE TOP OF BANK. THE LOCATION OF THIS SUBLAT HAS
SHIFTED AROUND OVER TIME AS EVIDENCED BY THE DISTANCE AS SHOWN ON
CS03478 (R4) OF 167.20' TO THE SET EASTERLY P.O.L. ON THE NORTH LINE OF
KERNS PROPERTY FALLING NEAR THE CENTER OF THE SUBLAT CHANNEL TODAY
WHEN IT WAS SET ON THE BANK AT A 7.5' WESTERLY OFFSET IN 1980.
ALSO, AS SHOWN ON THIS SURVEY THERE WAS A SUBLAT DITCH EAST OF THE
PRESENT DAY LOCATION THAT INCLUDES A WEIR AS SHOWN AND 14" DIA. IRON
PIPE (NOT SHOWN) UNDER BEAR CREEK ROAD, THE SOUTH END OF WHICH
FALLS AT THE NORTH APEX OF ABANDONED SUBLAT DITCH AS SHOWN. ON ALL
OF THE FILED SURVEYS THE R.O.W. WIDTH OF THIS SUBLAT IS SHOWN AS 15
FEET.
HOWEVER, ACCORDING TO A 1910 MAP PROVIDED TO THIS SURVEYOR BY DAN
DOWNING OF C.O.I.D. THE ACTUAL R.O.W. WIDTH IS 30 FEET AND WAS SURVEYED
ACCORDINGLY. THE SOUTH R.O.W. OF BEAR CREEK ROAD WAS DETERMINED
BY HOLDING JEFF KERN'S (R5) MONUMENTS AND OFFSETTING HIS NORTH
R.O.W. ALIGNMENT 60' SOUTHERLY. THE ACCESS ROAD ETC.
IS SHOWN ON MOST FILED SURVEYS AS A "COUNTY ROAD" WHILE THE TAX
ASSESSOR'S MAP SHOWS IT AS PART OF TAX LOT 181202 303. THE
DETERMINATION OF IT'S STATUS IS BEYOND THE SCOPE OF THIS SURVEY.
LEGEND
X ANGLE POINT
FOUND A MONUMENT OF RECORD
►Qaa FOUND A PLSS MONUMENT
SETAN ORANGE PLASTIC EMBOSSED WITH
® LS2253 SET ATOP A #5X30" REBAR UNLESS OTHERWISE NOTED
R1 CS03476 SURVEY FOR M. DORSEY BY J. EATON
R2 CS03491 EAKMAN TRACTS BY W.W. HUDSON
R4 CS03478 BOUNDARY SURVEY FOR JOHN KERNS BY R. KARL
R5 CS12347, PP 1995-41 BY J. KERN
R6 CS16446 RECORD OF SURVEY, LOT LINE ADJUSTMENT
BY D. WILLIAMS
R3 CS03465 SURVEY FOR CASEY STEWERT BY E. GRAVES
OPC ORANGE PLASTIC CAP EMBOSSED WITH
LS2253
FWG FLUSH WITH GROUND
SUBLAT SUBLATERALA-10
C.O.I.D. CENTRAL OREGON IRRIGATION DISTRICT
MON MONUMENT
P.O.L. POINT ON LINE
(D 1) 2006-29439
(D2) 2002-29664
1/4 COR.
ill =40'
REGISTERED
PROFESSIONAL
LAND SURVEYOR
G.
SCOTT C. FRESHWATERS
JANUARY 15, 1987
2253
RENEWS 12/31/2023
FRESHWATERS SURVEYING INC.
SCOTT C. FRESHWATERS PLS
P.O. BOX 4524
SUNRIVER, OREGON 97707
541-593-1792 OFFICE
OCTOBER 28, 2022
CLIENT: PARKER MACDONALD
PROJECT NO. 11079
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