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PROPERTY LINE ADJUSTMENT SURVEY <br />FOR <br />LS PROPDROP, LLC <br />in the NE 1/4 of SECTION 34, T. 6 S., R. 1 W., W.M. <br />CITY OF SILVERTON, MARION COUNTY, OREGON <br />DECEMBER 20, 2021 <br />AZIMUTH SURVEYING <br />2015 Market Street, NE <br />Salem, Ore on 97301 <br />Phone (503 364-0026 <br />Project No. 21-100 <br />201841 <br />�SOLBFF G, <br />to <br />00 <br />O <br />M <br />� J <br />m�W <br />Go <br />.e <br />►ntos,_ <br />TnC <br />oma= 00 <br />(n -f;03 <br />a) -O= <br />0 <br />o� � <br />? zJ� <br />O <br />Z <br />RECEIVED 01/04/2022 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />02/18/2022. <br />MCSR 39566 <br />LS PROPDROP, LLC <br />REEL 4284, PAGE 44 <br />„ 12' <br />NS0�00' 35 E So1_BERG, 226 830) <br />276.52, _ BORLAND,30834) <br />(N80•11,W 276.70 _ SHULL, 33025) <br />(580'09 ,W 275.63 _ SHULL, <br />(S80 0 "E 276.20 <br />(N80.p0, 00 <br />RUNGS <br />gp,S1S OF EppCH 2010. <br />83 <br />— <br />83 (2001' wk?'ENCE — <br />NAO COORp1NPJE ZONE — — — <br />OREGON SA1-E4 — - <br />- — O?F-Fv LINE <br />- - -EXISTING PR <br />TRANSFER TRACT <br />16573 SQ FT <br />OPERN LINE <br />A��USTE� PR »32' <br />,35E 276 <br />N8000 <br />KUMIS LLC <br />PARCEL 3 <br />REEL 1712, PAGE 286 <br />NARRATIVE <br />The purpose of this survey is to monument the property line adjustment as approved by City of Silverton <br />Notice of Decision Case File LA -21-03. This approval is adjusting the line between the tract of land <br />conveyed to LS PropDrop, LLC described in Reel 4284, Page 44 and Parcel 3 conveyed to Kumis LLC <br />described in Reel 1712, Page 286. The east line of the Kumis tract is the west right of way of Silverton— <br />Hillsboro Highway. I have held the Aluminum Cap and Barker's (MCSR 36604) measurement on the iron <br />pipe for the centerline of the highway. I held record station and offset for the missing right of way <br />114 LEAS monument. Parcel 3 description matches Solberg's survey (20184). The west line of the Kumis tract was <br />tSOLBE <br />TACK FR G' 20184 located by holding Solberg's monuments. Monuments for the adjusted line were set as shown. <br />PROPERTY LINE ADJUSMENT DEED RECORDED <br />IN REEL 4590, PAGE 3 <br />LEGEND <br />• <br />0 <br />1 <br />1 <br />3/4„ 1 p. <br />308+50.94 <br />65.53 R'9ht 268301 36804) <br />�' S3, _ MC <br />�gORLAN W 0. RKER, S___- ---" <br />Sg0`00 WESTERLY B A _ - - - - NpWN, 1790) <br />_ - 65 00, (65� <br />1 <br />rn <br />0 <br />0 <br />0 <br />1 <br />CA <br />rn <br />O <br />O <br />Pi <br />31 p+00) <br />310+00.00 (65° <br />65.00 R�9Nt 1790 <br />(UNKNOW <br />= Found Monument as noted, flush <br />with ground surface and in good <br />condition unless otherwise noted <br />= Set 5/8"X30" Iron Rod with Yellow <br />Plastic Cap Marked "AZIMUTH <br />SURVEYING" <br />= Data of Record <br />Data Computed from one or more <br />Record Sources as noted <br />Surveyor, File Number for survey in <br />which monument probably originated <br />Iron Pipe <br />Iron Rod <br />Iron Bar <br />SCALE : 1" = 20' <br />MCSR 39566 <br />to <br />z <br />CP 0 <br />�0 1 <br />rn y_r <br />'coX0CA C5 <br />1 Q1 <br />r� <br />m co 0 <br />co <br />�o <br />CA <br />1 <br />rn <br />Pi <br />-P <br />1 <br />1 <br />1 <br />INIUM CAP' 1 <br />1 1 /2„ UNR AO ABLE 17901 <br />A <br />IS UNKNOWN, <br />S�E50.00 (310+50) <br />410+ h 40'3 <br />0 00 pWN� 17_90 __----___-- <br />�(UNKN <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />94-0-~ .a. ;4/ <br />OREGON <br />JULY 25, 1990 <br />JAMES S. HEPLER <br />2451 <br />EXPIRES: 6-30-23 <br />