Loading...
HomeMy WebLinkAboutSurvey 212400 20 40 60 SCALE: 1" = 20' LOT AREAS AND NEW DEED NUMBERS LOT 12 BEFORE ADJUSTMENT. ±5,000 S.F. AFTER ADJUSTEMENT: ±7,704 S.F. - DOCUMENT 2023-29042 LOT 13 BEFORE ADJUSTEMENT: ±5,0000 S.F. AFTER ADJUSTMENT: ±2,296 S.F. - DOCUMENT 2023-29041 TRANSFER AREA ±2,704 S.F. - DOCUMENT 2023-29040 SURVEYOR'S NARRATIVE 5/8" I.R., W/YP.C. MARKED "DEJARNETT LS 2208", SET ON WEST LINE OF SECTION 4 IN (R4), HELD PER (R3) AS OFFSET TO SOUTH RIGHT-OF-WAY LINE OF RAILROAD ml m 1" SQUARE ROD, U.O., HELD IN (R5), BEARS N 36009'00" E, 0.86', FROM SW CORNER LOT 6, BLOCK 185, NOT HELD �S 77S? 17 S7, S00 7, V 7, *k �J LOT 11 4(4, ��' S7. /�lb "'0 Op 0cl 0,. °�0, ems' /�9 THE PURPOSE OF THIS SURVEY WAS TO DETERMINE THE BOUNDARY OF LOT 12 AND LOT 13, BLOCK 185, THIRD ADDITION TO BEND PARKAS DESCRIBED IN DOCUMENT 2021-53020, DESCHUTES COUNTY OFFICIAL RECORDS AND THEN TO ADJUST THE LINE BETWEEN THE TWO LOTS. THE BASIS OF BEARINGS WAS THE NORTH RIGHT-OF-WAY LINE OF SE RAILROAD STREET AS MEASURED BETWEEN THE MONUMENTS FOUND AT THE SOUTHEAST CORNER OF LOT 13 AND THE SOUTHWEST CORNER OF LOT 19 BOTH IN BLOCK 185. 1 ESTABLISHED THE NORTH RIGHT-OF-WAY LINE OF SE RAILROAD STREET BY PROJECTING THE MEASURED LINE BETWEEN THE MONUMENTS FOUND AT THE SOUTHEAST CORNER OF LOT 13 AND THE SOUTHWEST CORNER OF LOT 19 WESTERLY. I ESTABLISHED THE SOUTH RIGHT-OF-WAY LINE OF THE BURLINGTON NORTHERN RAILROAD BETWEEN THE FOUND MONUMENT AT THE NORTHEAST CORNER OF LOT 13 AND AT THE POINT FROM THE ROTATED CALL PER (R3) FROM THE FOUND MONUMENT ON THE WEST LINE OF SECTION 4 SET IN (R4). I ESTABLISHED THE WEST LINE OF LOT 12 PARALLEL WITH THE EAST LINE OF LOT 13 AT THE RECORD DISTANCE OF 100.00 FEET FROM SAID EAST LINE OF LOT 13 PER (R1). I ADJUSTED THE LINE BETWEEN LOT 13 AND LOT 12 PER MY CLIENT'S REQUEST. THERE WERE NO UNUSUAL CIRCUMSTANCES ENCOUNTERED IN THE COURSE OF THIS SURVEY. LEGEND RECORD SURVEYS FOUND 5/8" I.R. W/YPC STAMPED "SCE&S" UNLESS OTHERWISE NOTED SET 5/8" X 30" I.R. W/Y.P.C. MARKED "AXIS MAPPING AND SURVEYING" I.R. IRON ROD W/Y.P.C. WITH AYELLOW PLASTIC CAP U.O. UNKNOWN ORIGIN MEASURED DATA = RECORD DATA 0 0 o`O 4160S° 2023-29042 sss�l� oy� ±71704 S.F. so r 00• `1► O .A. � v0 "1 O s�296• 1 F F (R1) THIRD ADDITION TO BEND PARK BY ROBERT B. GOULD, RECORDED 11/04/1915, CS 05719 (R2) PROPERTY LINE ADJUSTMENT BY RICHARD L. BRYANT, LS 920, FILED 12/06/2000, CS 14292 (R3) RECORD OF SURVEY BY JULES L. WETZEL, LS 1958, FILED 04/03/1997, CS 12888 (R4) RECORD OF SURVEY BY GARY L. DEJARNETT, LS 2208, FILED 09/28/1990, CS 03724 (R5) LOT LINE ADJUSTMENT BY MICHAEL W. TYE, LS 1046, FILED 01/28/2003, CS 15247 (R6) PARTITION PLAT 2000-02 BY JAMES R. TYE, LS 1104, FILED 01/07/2000, CS 13911 PROPERTY LINE ADJUSTMENT LOTS 12 AND 13, BLOCK 185, THIRD ADDITION TO BEND PARK, IN THE NW 1/4 SECTION 4, TOWNSHIP 18 SOUTH, RANGE 12 EAST, WILLAMETTE MERIDIAN, CITY OF BEND, DESCHUTES COUNTY, OREGON NOVEMBER 22, 2023 PLPLAM20230473 V "Y c�. 0 ti tiso 0 s °;t, ti .Oo, F �7J o 023-29041 ±21296 S.F;., LOT 14 DESCHUTES eouw FILED BY. w , ens i 410 A, 2sS00,s 9700 RiNc 5/8" I.R., W/Y.P.C. MARKED "BRYANT LS 920" SET IN (R2), HELD AS SW CORNER ADJUSTED LOT 19, BLOCK 185 CLIENT Z�4 L;UWFKAN LLL AXIS MAPPING & SURVEYING COMPANY 1254 NW FRESNO AVENUE, BEND, OR 97703 541-728-8474 REGISTERED PROFESSIONAL LAND .SUR.VFzYQR `NOVEMBER 9, 2010 JOHN K. LUCEY 78048 RENEWAL: 12/31 /24