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NARRATIVE: <br />The purpose of this survey is to show a property line adjustment between those <br />properties described in Reel 3181, Page 424 and Reel 2493, Page 56 (excepting that <br />property described in Reel 2857, Page 98), Marion County Deed Records, per Marion County <br />Property Line Adjustment Case No. 20-038. The basis of bearings used was along the east <br />line of Section 2 per MCSR 36772, holding the Marion County brass caps A and G. This line <br />was held for the east line of the subject property and the centerline of Airport Rd. NE. <br />Monuments found from MCSR 36772, MCSR 37640 and the plat of WYLEE HANGAR <br />CONDOMINIUMS STAGE 1 were held for the overall boundary of the subject property. To <br />determine the original line between the two properties, I held monument D for line and held <br />record distance Southerly from the section corner per Reel 3181, Page 424. Property Line <br />Adjustment Deeds were recorded in Reel 4496, Page 465 and Reel 4496, Page 466, Marion <br />County Deed Records. <br />LEGEND: <br />All monuments, found or set, are within 0.20' of ground surface unless noted otherwise. <br />o <br />= Set 5/8" x 30" iron rod with yellow plastic cap stamped "WILSON PLS 2687" <br />• <br />= Found monument (see found monument list) <br />( ) <br />= Data of record per survey noted <br />€ j <br />= Record equals measured data per survey noted <br />[#1 <br />= Survey Reference Number <br />MCSR <br />= Marion County Survey Records <br />MCDR <br />= Marion County Deed Records <br />CALC <br />= Calculated Survey Value <br />B.O.T.P. <br />_ Book of Town Plats <br />SF <br />Square Feet <br />CL <br />_ Centerline <br />V. <br />= Volume <br />R. <br />= Reel <br />P. <br />= Page <br />SURVEY REFERENCES: <br />DEED REFERENCES: <br />[1 ] <br />Remonument Book 65-80, Page 3 <br />R1 R. 24937 P. 56, MCDR <br />[2] <br />MCSR 19552 <br />R2 R. 2857, P. 98, MCDR <br />[3] <br />MCSR 20216 <br />R3 R. 31811 P. 424, MCDR <br />[4] <br />WYLEE HANGAR CONDOMINIUMS STAGE 1 <br />LO <br />to <br />(V. 42, P. 86, B.O.T.P.) <br />_N <br />n <br />o <br />[5] <br />MCSR 36772 <br />100.78' <br />[6] <br />MCSR 37640 <br />wawa <br />FOUND MONUMENT LIST: <br />3" brass cap in monument box, set in 111. <br />© 5/8" iron rod with yellow plastic cap stamped "COMPASS ENGINEERING", set in [5]. <br />© brass screw with 3/4" brass washer stamped "COMPASS ENGR.", set in [5]. <br />Q 1" iron pipe, set in [2]. Held. Bears S89°57'55"E 0.21' from west line of subject property. <br />Q 5/8" iron rod with yellow plastic cap stamped "WHPACIFIC", set in[6]. <br />Q 5/8" iron rod with yellow plastic cap stamped "CHASE, JONES & ASSOC.", set in [4]. <br />Q 3" brass cap in monument box, down 05, set in [3]. <br />Q 1" iron pipe, bent, set in [2]. Found on west line of subject property. <br />BARKER <br />SURVEYING <br />3657 KASHMIR WAY SE <br />SALEM, OREGON 97317 <br />PHONE (503) 588-8800 <br />FAX (503) 363-2469 <br />EMAIL: INFO@BARKER WILSON. COM <br />MCSR 39447 <br />RECORD OF SURVEY <br />FOR: TRI -PROP LLC <br />IN THE N.E. 1/4 OF SECTION 2, T. 4 S., R. 1 W. W. M. <br />MARION COUNTY, OREGON <br />JUNE 89 2021 <br />PROPERTY LINE ADJUSTMENT CASE NO. 20-038 <br />SCALE: 1 " = 100' <br />N82049'01 "W 66.02'- <br />(N82'54'11 "W 65.94')[7] <br />STA TE OF OREGON - <br />DEPT OF A VIA TION <br />R. 2857, P. 98, MCDR <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />ORE 6 O N <br />JULY 19, 1994 <br />GREGORY L. WHSON <br />2687 <br />EXPIRES: 6/30/2022 <br />0 <br />R. 4293, P. 144, MCDR <br />N. LINE OF S. 1/2 OF NE <br />1/4 SEC. 2 AS PER [5] <br />N89'55'06"E 782.93(N89059'E 783.30')R3 <br />537.87' (537.94')[5] <br />752.93' (N89 -55'06'E 752.94')[5] <br />N <br />PERTypR) <br />� SINAI. <br />PRO 424 M <br />ORI 1 g1, P. <br />LO <br />� w (R. 3 <br />N <br />Q <br />coCO 00 <br />Lo <br />o <br />c0 <br />Nff) <br />w <br />N o — <br />UJ TN <br />(�00 N8957'55"W <br />w <br />N 60.26' <br />!� <br />LO <br />to <br />_N <br />n <br />o <br />n <br />/ �n <br />z <br />`1 <br />100.78' <br />N <br />Q <br />W� <br />w <br />N o — <br />UJ TN <br />N <br />o U) w� <br />N <br />zN -0 <br />3 <br />ap0//W��fN <br />V- <br />N <br />co <br />rnQo:(0o <br />J a d. d- <br />r� <br />wawa <br />cc <br />W0) <br />4-� <br />S00'02'05"W <br />14.45' <br />PLA 2 OF 2, <br />ADJUSTED PROPERTY "B <br />EXHIBIT "D", <br />(R. 4496. P. 466, MCDR) <br />6.41 ACRES <br />MCSR 39447 <br />0 <br />R I p�------� <br />T3S R1 W �' <br />35 136 , � � 1 <br />2 I 1 <br />T4S R1 W <br />�UN� <br />215.06' (215.00')[5] .: <br />-N89'57'55"W 37.63' ADJUSTED LINE <br />f N00'02'05"E 14.45' " PLA 1 OF 2 <br />r N89 57 55 W 621.39 <br />0 <br />r - <br />O) <br />N <br />PLA 1 OF 2, 591.39' ORIGINAL LINE `O <br />TRANSFERRED PROPERTY, EXHIBIT "E", PLA 1 OF 2 <br />(R. 4496. P. 465, MCDR) 1.11 ACRES 727.75' c0 <br />N89'57'55"W 828.52' (S89059'W 828.00')R1,R3 <br />ORIGINAL LINE <br />PLA 2 OF 2 <br />U) �- ADJUSTED LINE <br />PLA 2 OF 2 <br />100-()0' <br />(D/ \�N82*49'01"W 33.98 <br />-N07*10'33"E 117.86' <br />(S07*06'59"W 117.87)[6] <br />PLA 2 OF 2, <br />ADJUSTED PROPERTY "A <br />EXHIBIT "C", <br />(R. 4496. P. 466, MCDR) <br />10.26 ACRES <br />OPER1,y <br />RIS <br />INAL P OF ,)p)OPORIO 56� MC <br />C 3 P. <br />R• <br />249 ' <br />798.47' (N89 -58'13"W 798.41')[6] <br />N89054'50"W 828.47' -MEASURED <br />WYLfT HANGAR CONDOM/N/UMS STA GE 1, <br />(V. 42, P. 86, 8.0. T. 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