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P2022-046
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Entry Properties
Last modified
8/23/2022 8:25:52 AM
Creation date
8/23/2022 8:25:45 AM
Metadata
Fields
Template:
PW - Survey
Survey Owner Name
Elegant Enterprises, Inc.
Planning Case Number
PAR 21-012
Survey Jurisdiction
MCP
Tracking Number
PP22-016
Recorded Number
P2022-046
Recorded Date
8/19/2022
Survey Type
Partition
Survey Document Type
Originals
Retention
Permanent
Survey Surveyor Name
Wilson
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• <br />17EX01', OZ0 � 1 1 � 10• <br />East Line - I held monuments B and C per MCSR 21357 and extended said line to the centerlIne of <br />Aurnsville Highway. <br />T muu�=111 <br />West Line - I held monument D and held the line parallel with the east line of the su4ject property per Reel <br />4410, Page 296 and MCSR 1949� and extended said line to the centerline of Aumsville Hig,hwpy- <br />MI rI I J:X A J! I I Ix QM I <br />War - -1irr KH730117.11URZEN WoNale- <br />re 0 0 1 1 1 Lei 11-74A Kyr-14-1161 I I r-Relaq 117-11bl-15101 <br />P A <br />ARTITIO�N PLAT N�0. <br />S.W. 1/4 OF SECTION 9, T. 8 <br />ski <br />MARION COU174TY, OREGON <br />FEBRUARY 16, Z022 <br />PARTITION CASE NO. 21-012 <br />S*v Ro 2 Wo, W*M*9 <br />0 <br />= Set 5/8" x 30" iron rod with yellow plastic cap stamped"WILSO N PLS 2687" <br />z <br />0 <br />pe) <br />0' to <br />000) <br />Iq <br />= Found monument (see found monument list) <br />Cq <br />Lo <br />r,-- 4 <br />r�' 179 <br />LO <br />= Data of record per survey noted <br />- <br />-.4- <br />- (0 <br />06 <br />3163, P- <br />= Record and measured data per survey noted <br />3 0 <br />00 <br />CF) <br />C'J <br />(0 <br />MOOR <br />0 <br />MCSR <br />= Marion County Survey Records <br />P)% 021 U) <br />2 <br />N <br />N <br />co <br />MCDR <br />= Marion County Deed Records <br />P.P- r--n <br />LO <br />N <br />CALC <br />= Calculated Survey Value <br />PARCEL 1 <br />P.P. <br />= Partition Plat <br />2.98 ACRES (TOTAL) <br />V. <br />= Volume <br />00 <br />00 <br />2.62 ACRES NET <br />R. <br />= Reel <br />(EXCLUDING EASEMENT -o <br />P <br />= Page <br />& MR 89) U� <br />T- <br />= Centerline <br />o <br />to <br />SCALE: 1 100' <br />P.T. <br />= Point of Tangency <br />0 <br />Z <br />UJ <br />@ <br />R.B. <br />= Radial Bearing <br />FOUND MONUMENT LIST: <br />2-1/2" brass cap, set in [1]. Held for centerline of Aurnsville Hwy� <br />5/8" iron rod, shown in [7]. Held for east line subject property, <br />3/4" iron pipe, shown in [6]. Held for east and south lines of subJect property. <br />1/2" iron pipe, set in [2]. Bears SWO 16WE 0. 15' from southwest comer of subJ1 <br />property. Held for west line of subject property. <br />3-1/411 aluminum cap, set in [4]. Southwest corner Section 9. Held for south line of <br />subject property. <br />5/8" iron rod with yellow plastic cap stamped "LAZER SITE 5455OLS", set in [0]. <br />Found on west line subject property. <br />O 1/2" iron pipe, most likely set in [1 ]. Held for P.T. on southerly right of way of Aumsville <br />Hwy. ()tA Co' 1/2" iron rod, origS8 Sqin unknown. Bears S07053'03"W 3.35' from northwest comer of T8S R2W <br />subject property. S81S9 <br />SURVEY REFERENCES: 1998 <br />[1] MCSR 5394 \-�UR �VE <br />[2] MCSR 18362 <br />[3] MCSR 19494 <br />[4] MCSR 34668 <br />[5] P.P. 2016-04 <br />[6] P.P. 2021-83 <br />[7] MCSR 21357 <br />4410, P. 296, MCDR <br />R2 R. 41271 P. 272, MCDR <br />N89*1 957"W 489.79' <br />(S89*24'E 490.00' CALC)[3] <br />BASIS ® BEARINGS <br />CURVE TABLE <br />CHORD BEARING <br />S62*06'58"E 2.78' <br />S62*1 <br />3657 �' <br />SALEM, <br />PHONE <br />FAX <br />EWAIL: I <br />®, 97317 <br />588-8800 <br />363-2469 <br />7Wfl/ LSO <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />'Af a 11 0 <br />0 E G 0 N <br />JULY 19, 1994 <br />GREGORY L. IMSON <br />L 2687 <br />EXPIRES: 6/30/2022 <br />
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