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HomeMy WebLinkAboutSurvey 20661ARIEL SOUTH APARTMENTS BOUNDARY LOCATED IN THE SW 1 /4 OF THE NW 1 /4 OF SECTION 3, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M., CITY OF BEND, DESCHUTES COUNTY, OR EGON 181203BC03001 5/8" REBAR, TAXLOT: 1812038CO2900 TAXLOT. 181203BC03000 i I WITH YPC MARKED »SCE&S" N00'18'00"E 299.92' (R5) I 5 8" REBAR 5/8" REBAR, N00'19'26"E 300.53' (R2) / N00'18'00"E 329.92' (R5) WITH YPC MARKED N00'20'35"E 300.58' (R1) WITH YPC MARKED N00�1754"E 329.92' (R2) "" "SCE&S" O S00'14'07"W 300.57' NEARYS00'14'07"W 330.03' 6 S00014'07"W 630.61' ' N00'17'06"E 630.40' (D1) i I N00'18'00"E 629.84' (R5) I i IN0 toLo _ I tN N ui N W N row a .— r (o I �o Lo ;o M M o0 I �' t00Z M Z r ARIEL SOUTH LIMITED N 00 ~ PARTNERSHIP (D1) in N Wn 181203BCO2800r0-� CL 2 ZV) 5/8 REBAR, I w WITH YPC, ' BROKEN 60.00 O N0017'14"E 1 4.98 1 t N00417'06"E 135.00' (D1,D2) Lo 04 N . � C6 00 a0 SET 5/ 8" REBAR WITH YPC MARKED _ � v- "TYE ENGINEERING W.C. I i 181203BCO2701 (D2) r- �I 5.00' FEET FROM ACTUAL CORNER SET 5/8" REBAR WITH YPC MARKED W r ALONG THE WEST PROPERTY LINE » i i,_ •- c0 TYE ENGINEERING W.C. r � in o 5.00' FEET FROM ACTUAL CORNER co r to M ALONG THE SOUTH PROPERTY LINE 00 0 to Z N00'16'13"E 135.00' (D2) b" V NOO'16'13"E 135.00' (R4) z �— N00'16'11 "E 135.00' SFNF SFNF SFNF SFNF W.C. ull SCALE: 1 "= 50' 5 60.00' (R3) N00'12'23"E 495.59' N0016'13"E 495.63' (R3,D1) CARRIAGE ADDITION NO I CARRIAGE ADDITION NO 11 v LOT 3, BLOCK 6 LOT 4, BLOCK 6 CARRIAGE ADDITION NO 11 CARRIAGE CARRIAGE Lo LOT 3, BLOCK 9 ADDITION NO II ADDITION NO 11 N 0 I I I ( LOT 4, BLOCK 9 ( PT. OF LOT 5, N N I ( Q i i I BLOCK 9 04 toto � Zn 00 5/8" REBAR, Y 00 z WITH NO CAP AT THE NW CORNER OF ( cn CARRIAGE ADDITION NO I LOT 1, BLOCK 6 I � I o� DESCHUTES C SURVEYOR FILED BY: 5/8" REBAR,- WITH NO CAP AT THE SW CORNER OF WILDCAT DRIVE I I loo `. Li o 00 0 N Lo 00 w N W 'I- O tl) co NM v� o00 z z v SURVEYOR'S NARRATIVE: THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE BOUNDARY OF THAT PROPERTY DESCRIBED IN DOCUMENT 2005-41425 DESCHUTES COUNTY OFFICIAL RECORDS (D1). FOR THE NORTH LINE OF THE PROPERTY, THE FOUND MONUMENTS AT LOCATION 1 AND LOCATION 2 WERE HELD WHILE HOLDING THE DEED DISTANCE OF 255.20 FEET (D1) TO ESTABLISH THE NORTHWEST CORNER OF THE PROPERTY AT LOCATION 3. FOR THE EAST LINE, THE FOUND MONUMENTS AT LOCATION 1 AND LOCATION 6 WERE HELD. FOR THE SOUTH LINE THE FOUND MONUMENTS AT LOCATION 6 TO LOCATION 9 WERE HELD AND RECORD DISTANCE OF 373.78 FEET (D1) WAS HELD TO ESTABLISH THE SOUTHEAST CORNER AT LOCATION 7. FOR THE WEST LINE, LOCATION 7 AND LOCATION 8 WAS HELD WHILE HOLDING THE RECORD DISTANCE OF 118.71 FEET (D1,D2) FROM LOCATION 4 AND 135.00 FEET FROM LOCATION 8.. THERE WERE NO UNUSUAL FINDINGS WHILE SURVEYING THIS PROPERTY. LEGEND • FOUND MONUMENT AS NOTED 0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING" UNLESS NOTED OTHERWISE W.C.0 SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED "TYE ENGINEERING W.C." AT A WITNESS CORNER (R1) RECORD OF SURVEY, BY KENNETH A. FISHER, PLS 2802, FILED 3/18/1998, CS13224 (R2) LL 94-33 S 1 \2 NW 1 \4, BY TODD F. NEARY, PLS 2384, FILED 6/17/1994, CS11868 (R3) CARRIAGE ADDITION NO. II , BY GEORGE J. COOK, PLS 540, o FILED 8/24/1972, CS06150 N co(R4) CARRIAGE ADDITION NO. I , BY GEORGE J. COOK, PLS 540, 0 ro FILED 5/11 /1972, CS06151 0 co (R5) BOUNDARY SURVEY, BY RICHARD H. GRAUE, PLS 930, FILED 10/7/1971, CS03517 of (D1) SPECIAL WARRANTY DEED, Q BOOK AND PAGE:2005-41425 F- RECORDED: 6/30/2005 DESCHUTES COUNTY OFFICIAL RECORDS (D2) STATUTORY WARRANTY DEED, BOOK AND PAGE:2005-48056 RECORDED: 7/26/2005 DESCHUTES COUNTY OFFICIAL RECORDS SFNF SEARCHED FOR, NOT FOUND BASIS OF BEARINGS AND CONTROL BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM (COCS). GPS CALIBRATIONS WERE MADE FROM THE ORGN BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS) WITH TOPCON HIPER GPS. THE CALIBRATION TIES MULTIPLE COCS POINTS USING PUBLISHED COORDINATES. THE COCS HORIZONTAL DATUM IS NAD83 (91) AND USES A MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM IS NGVD 29 RENEWS: 12/31 /21 so as cp 06 CS11681-