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*33.60'* *70.03'* BASIS OF BEARING *N60° 02' 00"W - 264.76'* (N60° 02' 00"W - 264.42' CALC) *S60° 02' 00"E* *239.47'* *S60° 12' 51"E - 284.45'* *N60° 46' 36"W - 273.65'* *N29° 30' 02"E - 223.76'* *N29° 08' 58"E - 226.02'* *S29° 12' 15"W - 308.54'* *S29° 16' 38"W - 142.86'* *N29° 16' 38"E - 309.88'* *S32° 17' 57"W - 221.29'* *55.75'* *9.33'* *N60° 46' 36"W* *N29° 16' 38"E - 453.91'* 265.62' [UNSPECIFIED] *188.28'* *S60° 02' 00"E" *50.00'* *50.00'* *188.28'* *S60° 02' 00"E - 91.28'* *S59° 31' 34"E - 22.73'* *N61° 54' 21"W - 24.21'* *50.00'* *N29° 14' 00"E - 264.46'* *S29° 16' 38"W - 142.86'* *N60° 02' 00"W* *161.52'* *103.24'* *39.97'* *S60° 46' 36"E - 218.56'* *39.97'* *70.03'* FALLS N72° 14' 43"W 0.18' *39.97'* MONUMENT TABLE 1 FOUND 1/2" IRON PIPE, DOWN 0.1', SET MCSR 32052 2 FOUND 2" IRON PIPE, DOWN 0.2', SET MCSR 8446 3 FOUND 1" X 1/4" IRON BAR, BENT, SHOT ON POE, DOWN 0.4', SET MCSR 8446 4 FOUND 3/4" IRON PIPE, UP 0.4', SET MCSR 8446 5 FOUND 1" X 3/4" IRON BAR, DOWN 0.2', SET MCSR 8446 6 FOUND 5/8" IRON ROD, NO CAP, FLUSH, SET MCSR 7680 7 FOUND 1/2" IRON PIPE, BENT, SHOT ON POE, DOWN 1.0', SET MCSR 8446 8 FOUND 5/8" IRON ROD WITH YPC, "LAZER SITE 54550LS", FLUSH, SET MCSR 39477 9 FOUND 5/8" IRON ROD WITH YPC, "LAZER SITE 54550LS", DOWN 0.1', SET MCSR 39477 10 FOUND 1" X 1/4" IRON BAR, DOWN 0.8', SET MCSR 8446 11 FOUND 1" IRON PIPE, DOWN 0.6', SET MCSR 8446 12 FOUND 1-3/4" IRON PIPE, DOWN 0.6', SET MCSR 8446 13 FOUND 1" X 1/4" IRON BAR, DOWN 0.3', FOUND IN MCSR 11508 & 39477 14 FOUND 5/8" IRON ROD WITH YPC, "LAZER SITE 54550LS", FLUSH, SET MCSR 39477 15 FOUND 5/8" IRON ROD WITH YPC, "LAZER SITE 54550LS", FLUSH, SET MCSR 39477 16 FOUND 2-3/4" BRASS CAP, IN MONUMENT BOX, FOUND IN 39477 & 34857 17 1" IRON ROD DOWN 1.0', FALLS O.07' NORTHERLY OF SOUTH RIGHT OF WAY LINE 18 FOUND 5/8" IRON DOWN 0.5', NO CAP, 19 FOUND 5/8" IRON ROD WITH BPC, "LEI OREGON", DOWN 0.2', SET MCSR 39655 20 FOUND 5/8" IRON ROD WITH BPC, "LEI OREGON", DOWN 0.2', SET MCSR 39655 21 FOUND 5/8" IRON ROD WITH BPC, "LEI OREGON", DOWN 0.2', SET MCSR 39655 22 FOUND 5/8" IRON ROD WITH BPC, "LEI OREGON", DOWN 0.2', SET MCSR 39655 LEGEND: J. VAN AGTMAEL Drawn: Calc'd: Client: Project: Drawing No.: Page: Scale: Field Date: L.M. ALLEN Field: Checked: G. MALDONADO L.M. ALLEN LOT CONSOLIDATION SURVEY REAL PROPERTY IN NW 1/4 & SW 1/4 OF SECTION 17 & NE 1/4 & SE 1/4 OF SECTION 18 TOWNSHIP 5 SOUTH, RANGE 1 WEST, WILLAMETTE MERIDIAN CITY OF WOODBURN, MARION COUNTY, OREGON SURVEYED FOR: WEST COAST HOME SOLUTIONS, LLC FOUND MONUMENT IN GOOD CONDITION, UNLESS OTHERWISE NOTED. REFERENCE MONUMENT TABLE FOR DESCRIPTION. SET 5/8" x 30" IRON ROD WITH BLUE PLASTIC CAP MARKED "LEI OREGON". CALCULATED POINT ( ) * * MCSR YPC BPC POE CALC WILSONVILLE, OR 97070 25030 SW PARKWAY AVE, SUITE 110 WEST COAST HOME SOLUTIONS, LLC 7-27-2021 1 OF 1 1" = 60' 60-11_LOT.DWG 60-11 ENGINEERING & SURVEYING OF OREGON FAX [PHONE REDACTED] TEL [PHONE REDACTED] 2564 19TH ST. SE SALEM, OR. 97302 SCALE IN FEET 0 60' 120' RECORD DATA: MCSR 11508 ( ) MEASURED AND RECORD DATA: MCSR 39655 * * MARION COUNTY SURVEY RECORD YELLOW PLASTIC CAP BLUE PLASTIC CAP POINT OF ENTRY CALCULATED MONUMENT #16 YOUNG STREET UNION PACIFIC RAILROAD REEL 2693, PAGE 259 REEL 2924, PAGE 477 REEL 3329, PAGE 186 30' 30' 30' 30' 40' PURPOSE THE PURPOSE OF THIS SURVEY IS TO CONSOLIDATE PARCEL 1 AND PARCEL 11 AS DESCRIBED ON REEL 4302 AT PAGE 222 IN THE DEED RECORDS OF MARION COUNTY, OREGON. NARRATIVE THIS MAP REPRESENTS THE RESULTS OF A LAND SURVEY CONDUCTED TO IDENTIFY AND MARK WITH PROPER MONUMENTS THE BOUNDARY LINES OF THOSE TRACTS OF LAND AS DESCRIBED ON REEL 4302 AT PAGE 222 IN THE DEED RECORDS OF MARION COUNTY, OREGON. UNLESS OTHERWISE NOTED HEREON, ALL FOUND EXISTENT MONUMENTS WERE ACCEPTED AS MARKING THEIR TRUE BOUNDARY CONTROL POSITIONS WITHIN REASONABLE SURVEY MEASUREMENT TOLERANCES. THE SOUTH LINE WAS DETERMINED TO BE THE NORTH LINE OF THE RAILROAD RIGHT OF WAY AS SHOWN LOCATED ON MCSR 39477 FROM FOUND MONUMENT #14 THROUGH A POINT REFERENCED OFFSET ON MCSR 39477 FROM FOUND MONUMENT #11. THE EAST LINE WAS DETERMINED AS THE LINE CONNECTING FOUND MONUMENTS #14, #7 AND THE NORTH LINE WAS DETERMINED TO BE THE LINE FROM FOUND MONUMENT #4 THROUGH FOUND MONUMENT THE DIRECTION OF THE WEST LINE WAS CONSIDERED TO BE THAT OF THE LINE BETWEEN FOUND MONUMENTS #10 AND #2 ACCEPTED AS BEING THE NORTHERLY SEGMENT OF THE EAST LINE OF "PARCEL II" OF THE SUBJECT DEED. THE WEST LINE WAS THEN DETERMINED TO BE DEED CALLED EXCEPTION OFFSET WEST PARALLEL WITH THE THUS DETERMINED NORTHERLY SEGMENT OF THE EAST LINE OF "PARCEL II", AND COINCIDENT WITH FOUND MONUMENTS #17, #18, AND #11. BASIS OF BEARING: THE DIRECTION OF N 60°02'00" W WAS ADOPTED FOR THE SOUTH MARGINAL BOUNDARY OF "YOUNG ST." THEREBY CONFORMING TO MCSR 11508. EXPIRES 12/31/2023 2688 L. M. ALLEN JANUARY 17, 1995 OREGON LAND SURVEYOR PROFESSIONAL REGISTERED 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 *S60° 38' 20"E - 33.78'* *S60° 41' 11"E - 159.99'* *S60° 46' 36"E - 159.95'* DETAIL NOT TO SCALE 30' 30' 30' 30' 40' STATE HIGHWAY 99E SEE DETAIL *S29° 16' 38"W - 1.18'* *N29° 14' 00"E* *0.93'* CL CL CL NORTH RIGHT OF WAY LINE OF CLEVELAND STREET PARCEL DESCRIPTION LINE (TYPICAL) [PARCEL II] [PARCEL II] [PARCEL II] [PARCEL I] [PARCEL I] AREA: ±114,886 SF TOTAL AREA: 142,994 SF HASTE SOT 1935 NOTES: STAMPING AROUND PERIMETER AND LOWER PORTION MOSTLY ILLEGIBLE. 05W E N G I N E E R U N I T E D NOTE: MONUMENTS 11, 12, AND 13 ARE SOUTHWEST OF THE CALCULATED NORTH LINE OF THE RAILROAD RIGHT OF WAY. 17 18 AREA TABLE ORIGINAL AREA TRANSFER AREA PARCEL 1 114,886 SF PARCEL II 28,108 SF -28,108 SF ADJUSTED AREA PROPERTY LINE TO BE REMOVED AREA: ±28,108 SF PRELIMINARY TRACT A 142,994 SF -114,886 SF 19 20 21 22 SF SQUARE FEET