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39707
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Entry Properties
Last modified
12/22/2022 11:03:14 AM
Creation date
12/22/2022 11:03:03 AM
Metadata
Fields
Template:
PW - Survey
Survey Owner Name
Bob Jonas
Survey Jurisdiction
MCP
Tracking Number
SU39707
Recorded Number
39707
Recorded Date
12/22/2022
Survey Type
Survey
Survey Document Type
Originals
Retention
Permanent
Survey Surveyor Name
Spurgeon
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STA. L 765+00.00 P <br />B. <br />JN 69 s8.827` -- _ o. <br />22207.248� <br />/ z <br />r <br />0 <br />0 <br />0 100 00 ' <br />WIDE <br />00 <br />O <br />Co <br />P.0.8. <br />{STA. E 182+08.101 <br />N 65840.692 <br />E 321766.558 <br />% ® L' <br />I , <br />., ®! ) • : <br />00 <br />I� <br />cc <br />o II <br />He <br />I.P. <br />P.C. <br />P.I. <br />P.T. <br />P.O.B. <br />P.O.T. <br />RCB <br />STA. E <br />STA. L <br />MCDR <br />MCSR <br />jXXXX� <br />[XXXX] <br />\ (XXXX) <br />\ <XXXX> <br />(D2) <br />\ (S3) <br />[C] <br />F <br />S79°25'50"WNo <br />CHORD=383.92' \ ° <br />DELTA=20°30'34'; 1 `N <br />RADIUS=1078.28\ <br />LENGTH=385.98 ' <br />L UlMXRs] <br />MONUMENT HELD AS PER MCSR 34803 <br />5/8" X 30" IRON ROD WITH A YELLOW PLASTIC CAP MARKED <br />'TOWNSHIP SURVEYS' MONUMENTS SET AUGUST 8, 2022 <br />RECORD DISTANCE USED <br />IRON PIPE <br />POINT OF CURVE <br />POINT OF INTERSECTION <br />POINT OF TANGENCY <br />POINT OF BEGINNING <br />POINT ON TANGENT <br />RADIAL CENTER BEARING <br />HIGHWAY ENGINEER'S STATION DESIGNATION FOR EHLEN ROAD <br />HIGHWAY ENGINEER'S STATION DESIGNATION FOR STATE HIGHWAY 164 <br />MARION COUNTY DEED RECORDS (FOLLOWED BY INDENTIFIER) <br />SHEET 2 <br />/ o <br />/ S74036'53" <br />16.00' <br />S69®10'33 "W <br />' 25.52' <br />��� ���--A <br />Q <br />MARION COUNTY SURVEY RECORDS ( FOLLOWED BY INDENTIFIER) N <br />RECORD DATA AS PER MSDR 38709 <br />RECORD DATA AS PER MCDR REEL 4410, PAGE 2 ' 53'21 77E <br />cr = <br />RECORD DATA AS PER MCSR 34803 ' �, Q N14°36 5 \ <br />COORDINATES/DISTANCES/STATIONS IN METERS o <br />CONVERSION: MULTIPLY METERS BY 3.28083989501 TO GET FEET C) 235 \ <br />RECORD DATA AS PER MCDR REEL 1606, PAGE 235 (METERS) 067 PAGE \ <br />DATA FROM MCDR REEL 4545, PAGE 433 (PACDR \ RE <br />RCEL II) ` \ t- 16 \ <br />DATA FROM MCSR 2143 <br />CALCULATED PER COUNTY RECORD \ M \ <br />S89041 '07" 374.69' S OF 207 �4 <br />T LENGTH 709 <br />®�0'�q <br />MCpR <br />N78043'58 "//E <br />105.46' <br />�!-A <br />o � <br />�o <br />_o <br />\ \ <br />/ 5 \ <br />S0°21 15 W <br />54.6 7' <br />r` <br />\ I r <br />r <br />r <br />DEEDED <br />P <br />0 <br />SOUTHEAST <br />\ RNER/ <br />506- 2)(53� <br />��OZi <br />CENTERLINE <br />E N <br />co <br />s� z M <br />/� � � O N O <br />'� Q0 - a <br />(o <br />MCDR REEL 4410, PAGE 2 <br />o HELD <br />o <br />TAN'�PER MCSR 438 i-� IRON BOLT <br />AS 1.0 SO 29 41 E <br />N 176318.855 <br />0.02 E 2321676.955 <br />'07"E 692.44'1(P.O.B. TO <br />P_1.) `; <br />L�4� <br />Cl <br />, <br />FROM TANGENT <br />N89°41 <br />- - - - - - - - - - S8.8'S9'36-'W <br />- <br />690.63'[C]� 7 <br />_ <br />_ <br />N <br />1 " I - F. C E <br />48.64' 27 \ <br />176304.040 <br />2321676.670) <br />(S89°24'36 "E 210.51 [C])= 690.65 NO°29 41 W <br />(N 1 °06'07"E 14.82'[C])=48.62' <br />r SOUTH 114 CORNER <br />D r-,,,,,, <br />SECTION 11 <br />rrnz m `�, m z <br />J <br />N 65832.362 <br />W o' N <br />r <br />E 321768. 461 <br />�Q m N + c. N, a <br />cs� <br />N <br />N 176306. 610 <br />W t <br />mo 0 0 co:� <br />41 <br />E 2321425.1 10 <br />Q ' (_Tj <br />rn <br />(STA. E 0+000.000) <br />N <br />1 <br />1 <br />z <br />4 <br />{STA- L 820_. -_ 00 P <br />N 6,390 ; 75` y O. T- <br />E 321523. 647� <br />SCALE: 1 " = 100' <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />EXPIRES 6/30/24 <br />CURVE TABLE <br />73 <br />�6g. � 0 <br />�0°A-6' <br />CURVE <br />LENGTH <br />RADIUS <br />DELTA <br />CHORD <br />I CHORD BEARING <br />C1 <br />411.04' <br />1148.28' <br />20°30'34" <br />408.85' <br />N79°25'50"E <br />AS CALCULATED PER MCSR 38709 <br />.' Q } .". <br />� N � <br />co <br />00 <br />i� <br />7 <br />4� <br />208 <br />2 51 tC'� <br />636. <br />DETAIL SCALE / <br />1 " = 30' <br />PROJECT: <br />RECORD OF BOUNDARY SURVEY <br />LOCATION: <br />SE 114 OF SECTION 11, T. 45., R.1 W., W. M. <br />MARION COUNTY, OREGON <br />CLIENT: BOB JONAS <br />DATE: AUGUST 8, 2022 <br />ASSESSOR MAP ID: <br />SCALE: I" = 200' BY: G.K.K. <br />04 1W 11D 00700 <br />LJ-OBNUMBER: 21-7521 <br />04 1 W 11 D 00701 <br />TOWNSHIP SHIP D SURVEYS <br />1415 WASHINGTON STREET, OREGON CITY, OR 97045 <br />(50 )-656-4915 <br />
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