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0 60' 120' <br />SCALE IN FEET <br />Fil <br />3p, <br />1-N 29.98 <br />j�!' w (30.00' ) <br />\fo <br />"THIS ALIGNMENT IS A RETRACEMENT <br />OF THE EXISTING PAVEMENT" MCSR 1983 <br />DEED LINE 0 %i N890 53' 30"E - 238.67' <br />MCSR 1983 -'--"- {N890 54' 30"E - 238.67 CALL} <br />' •- - - - -' - N89° 53' 30"E - 236.75' <br />i <br />i DETAIL 'A' <br />N890 53' 30"E - 246.46' <br />N890 53' 30"E - 248.67' <br />(N890 53' 30"E - 248.67 CALC) <br />DETAIL 'B' <br />o % FOUND IRON PIPE <br />N530 05' 55"W - 2.51' <br />17�\o � ^ ; 0 R <br />NO ^ 4.t 4o <br />v ai O `* ``'iso <br />ota �\oii�o <br />ti ti <br />_<v _ 1 j <br />„o <br />�. <br />o 7 <br />�i ° <br />N a CIV <br />/ a <br />/ ,i/ <br />/ 30' i <br />i% <br />FOUND IRON PIPE <br />S89° 53' 30"W - 4.30' <br />DEED LINE / <br />MCSR 1983 m <br />/ "THIS ALIGNMENT IS <br />A RETRACEMENT OF <br />PARCELI <br />MCSR 18700 <br />PARCEL 3 <br />MCSR 18700 <br />/ THE EXISTING MONUMENT TABLE <br />/ PAVEMENT" MCSR 1983 1 1 FOUND 3" BRASS CAP IN MONUMENT BOX, SET MCSR 1983 <br />LINE TABLE <br />MCSR 39511 <br />RECORD OF SURVEY <br />REAL PROPERTY IN NE 1/4 SECTION 24 <br />TOWNSHIP 5 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN <br />CITY OF WOODBURN, MARION COUNTY, OREGON <br />SURVEYED FOR: ALEXANDR OKSANA <br />SEPTEMBER 27, 2021 <br />NARRATIVE <br />THIS SURVEY MAP REPRESENTS THE RESULTS OF A LAND SURVEY CONDUCTED TO IDENTIFY AND MARK WITH PROPER MONUMENTS THE EXTERIOR PERIMETER <br />BOUNDARY OF THAT TRACT OF LAND AS DESCRIBED IN THE DEED RECORDED ON REEL 4514 AT PAGE 62 IN THE RECORDS OF MARION COUNTY, OREGON. ALL <br />FOUND CONTROLLING MONUMENTS WERE ACCEPTED AS MARKING THEIR TRUE CORNER POSITIONS WITHIN REASONABLE SURVEY MEASUREMENT TOLERANCES <br />UNLESS OTHERWISE NOTED. A REVIEW OF THE AVAILABLE PUBLIC RECORD REVEALED THE DEEDS ISSUED PREVIOUS TO THE ALIGNMENT LOCATION FOR MARKET <br />ROAD 38 SHOWN ON MCSR 1983 UTILIZED A DIFFERENT CENTERLINE LOCATION FOR THE CONSTRUCTION OF THE DEED DESCRIPTIONS. CALLS FOR THE <br />CENTERLINE IN THE DEED ARE REFERRING TO A LINE WEST OF THE PRESENT-DAY CENTERLINE AND SO INDICATED AS "DEED LINE" ON MCSR 1983. THE WEST <br />LINE OF THE SUBJECT PROPERTY WAS DETERMINED TO BE THE EAST MARGINAL BOUNDARY OF MARKET ROAD 38 AS SHOWN LOCATED ON MCSR 1983. THE DEED <br />RECORDED ON REEL 1229 AT PAGE 679 IN THE RECORDS OF MARION COUNTY, OREGON IN WHICH THE SUBJECT PROPERTY WAS DESCRIBED AS AN EXCEPTION, <br />WAS INTERPRETED AS INTENDING TO IDENTIFY A TRAPEZOID HAVING PARALLEL NORTH AND SOUTH BOUNDING LINES AND BEING 60 FEET IN WIDTH. FOUND AND <br />ACCEPTED MONUMENTS #4 AND #5 WERE CONSIDERED TO BE ON THE NORTH AND SOUTH LINES RESPECTIVELY AND THEIR DIRECTION EAST WAS DETERMINED BY <br />MAINTAINING THE ANGULAR RELATIONSHIP WITH THE "DEED LINE" AS SHOWN ON MCSR 18700, 21428, 23199, 37182, NOTWITHSTANDING THE NORTH LINE AS SHOWN <br />ON MCSR 23199 BEING I MINUTE IN ANGLE DIFFERENT, PRESUMEDLY TO MAINTAIN THE DEED CALL FOR THE LENGTH OF THE EAST LINE. THE LENGTHS OF THE <br />NORTH AND SOUTH LINES WERE DETERMINED TO BE THOSE INDICATED EAST OF BOONES FERRY ROAD SHOWN ON MCSR 23199 AND THE EAST LINE WAS <br />DETERMINED TO BE THE LINE CONNECTING THE THUS DETERMINED EASTERN TERMINUS OF THE NORTH AND SOUTH LINES. <br />BASIS OF BEARING: <br />THE DIRECTION OF N 21045'30" E WAS ADOPTED FOR THE LINE CONNECTING MONUMENT #8 WITH MONUMENT #4 THEREBY CONFORMING TO MCSR 18700, 21428, <br />23199, 37182. <br />MONUMNET #I <br />11,10 P R I O <br />S R,4'1' <br />P. I. <br />0 <br />3 <br />M.R. 38 <br /><�UN�� <br />MONUMNET #9 <br />P R � 0 <br />NE COR NW COR <br />DLC 93 DLC <br />103 <br />LINE # I LENGTH I DIRECTION I RECORD LENGTH I RECORD DIRECTION <br />LI 64.55 N210 31' II"E (64.70) (N210 45' 30"E) <br />L2 61.63 N130 05' 52"E (61.60) (N130 04' 43"E} <br />L3 1.92 <br />L4 2.21 <br />LS 8.6 <br />J/ <br />BELLE PASSI <br />[N890 05' 10"W] <br />2 <br />FOUND 5/8" IRON ROD WITH YPC, "ALPHA ENG INC.", FLUSH, SET MCSR 35318 <br />a <br />_ (COUNTY ROAD NO.540) <br />• FOUND MONUMENT IN GOOD CONDITION, UNLESS OTHERWISE <br />NOTED. REFERENCE MONUMENT TABLE FOR DESCRIPTION. <br />O SET 5/8" x 30" IRON ROD WITH BLUE PLASTIC CAP MARKED <br />"LEI OREGON" <br />CALCULATED POINT <br />() RECORD DISTANCE: PP 2018-057 <br />[ ] RECORD DISTANCE: MCSR 37182 <br />{ } RECORD DISTANCE: MCSR 23199 <br />< > RECORD DISTANCE: MCSR 18700 <br />MCSR MARION COUNTY SURVEY RECORD R/W RIGHT OF WAY <br />YPC YELLOW PLASTIC CAP NO. NUMBER <br />PP PARTITION PLAT CALC CALCULATED <br />3 <br />FOUND 3/4" IRON PIPE, DOWN 0.4', SET MCSR 1983 <br />L5 4 FOUND 3/4" IRON PIPE, FLUSH, SET MCSR 23199 <br />RECEIVED 10/04/2021 BY 5 FOUND PK NAIL, FLUSH IN ASPHALT, SET MCSR 23199 <br />MARION COUNTY SURVEYOR. 6 FOUND 3/4" IRON PIPE, DOWN 0.1', SET MCSR 21428 <br />APPROVED FOR FILING ON 7 FOUND 5/8" IRON ROD WITH YPC, "ANDREWS PLS 1626% UP 0.1', SET MCSR 37182 <br />12/03/2021. 8 FOUND 3/4" IRON PIPE, DOWN 0.4', SET MCSR 18700 <br />9 1 FOUND 3-1/4" BRASS CAP IN MONUMENT BOX, SET MCSR 1983 <br />MCSR 39511 <br />N890 53' 30"E <br />N890 53' 30"E <br />DETAIL 'A' <br />NOT TO SCALE <br />r--------------------=------------------------------------------------------------------------------------------------------, <br />/ R/W LINE i <br />o DEED LINE MCSR 23199 <br />/ Q MCSR 1983 ; <br />30 <br />_001 <br />/4�; "THIS ALIGNMENT ISA R/W LINE <br />/c/) � RETRACEMENT OF THE MCSR 1983 <br />/=w 441 EXISTING PAVEMENT" MCSR 1983 <br />o 57 <br />N890 53' 30"E - 32.42' ; <br />(N89 54 30"E - 32.331 ; <br />L---------------------------------------------------------------------------------------------------------------------------J <br />DETAIL 'B' <br />r----------------------------------------------------- NOT TO SCALE ------------ <br />DEED LINE R/W LINE <br />CO MCSR 1983 p MCSR 23199 1 <br />3 ' <br />_ •0p, <br />/ �PtoQ� "THIS ALIGNMENT IS A R/W LINE11L14, RECTRAVEMENT OF THE ' <br />/� EXISTING PAVEMENT" MCSR 1983 MCSR 1983 <br />N890 53' 30"E - 32.41' <br />`- {N89 53 } <br />30 E - 32.33-- -- -------------- <br />L---------------------------------------------------------------------------------------------------------------------------J <br />N89° 19' 29"W <br />1 [8.60] <br />[N890 05' 10"W] <br />LEGEND: <br />• FOUND MONUMENT IN GOOD CONDITION, UNLESS OTHERWISE <br />NOTED. REFERENCE MONUMENT TABLE FOR DESCRIPTION. <br />O SET 5/8" x 30" IRON ROD WITH BLUE PLASTIC CAP MARKED <br />"LEI OREGON" <br />CALCULATED POINT <br />() RECORD DISTANCE: PP 2018-057 <br />[ ] RECORD DISTANCE: MCSR 37182 <br />{ } RECORD DISTANCE: MCSR 23199 <br />< > RECORD DISTANCE: MCSR 18700 <br />MCSR MARION COUNTY SURVEY RECORD R/W RIGHT OF WAY <br />YPC YELLOW PLASTIC CAP NO. NUMBER <br />PP PARTITION PLAT CALC CALCULATED <br />ENGINEERING PROJECT: <br />LEI& SURVEYING 15-340 <br />REGISTERED OF OREGON <br />DRAWING NO.: <br />PROFESSIONAL <br />2564 19TH ST. SE TEL 503-399-3828 15 -340 -ROS. DWG <br />..MD SURV.RYOR SALEM, OR. 97302 FAX 503-365-1852 <br />CLIENT: <br />dg� ALEXANDR OKSANA <br />OREGON 1760 S BOONES FERRY RD <br />JMIUMY 17, 1M WOODBURN, OR 97071 <br />L. M ALLENDRAWN: FIELD: <br />G. MALDONADO <br />',PIRES 1273T/77J CALC' D: CHECKED: <br />L. M. ALLEN <br />FIELD DATE: <br />8-30-2021 <br />SCALE: <br />I"=60' <br />C. HUGGETT --- <br />PAGE: <br />L.M. 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