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[40+89.511 <br />® [R - 0.10-1 <br />A VA <br />Sl° 03' 18"W - 30.06" <br />® <SI° 09' 40°W - 30.00'> <br />--- S89° 27' 34"E - 135.08' <br /><S89 23 00 E 135.00 CALC> <br />I I <br />I <br />' <br />OCO <br />CO <br />>_ n <br />i <br />�0 <br />3 <br />wi <br />�ry <br />n � <br />ARCS <br />Q c <br />_ <br />G ,. <br />a <br />4 <br />I <br />S880 51' 58"E - 135.00' <br />— — — — — — <135_00' CALC> ----- <br />5 <br />�co <br />Ln <br />1� <br />I <br />6 <br />01] <br />7 <br />0 <br />RECEIVED 1 .a-9:)BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />06-1 -PO23. <br />MCSR <br />er <br />O <br />N N <br />O <br />� o <br />o— <br />v� v <br />523.79' <br />[S890 14' 42"E - 523.76' CALC] <br />152.00' <br />~ 132.00' ~ <br />6, P p'G, 2�2 <br />S890 23' 37" E - 530.00' <br />(S890 23' 00"E - 330.00') <br />F RV t'RECUmIJ <br />HAYESVILLE DRIVE NE (CR 726) _ <br />(60' ROW) a <br />198.00 <br />*198.00' SEE DETAIL 'A' -� <br />z <br />N <br />NJ REEL 2 <br />I i <br />0 0 <br />(D 0 <br />F_/5 cn <br />00 <br />N K) <br />0 <br />LD <br />N <br />00 ❑` co W <br />Q i cV O <br />W i <br />m 01 W <br />p � � <br />. - <br />o <br />U? n► O o <br />[46+13.271 <br />[L - 0.07'1 <br />21.17' -o 0 <br />121.21') O <br />(CALC) <br />30' <br />�i <br />0 <br />a <br />I <br />� i �� 2 <br />m in ° (\I PO co ry 0 <br />L0 Sri' jry <br />0 <br />S� <br />„SCNIR� , �' P�,� cn 4, <br />SEE DETAIL 'B' <br />F------ S880 51' 58"E - 90.11' <br />I i ( (S880 49' 55"E - 90.00 <br />I � 1 <br />131.95, 58.09' <br />1 <br />o <br />~131.99'N *57.99'* I <br />I <br />16 <br />L-�q <br />'- S880 51' 58"E - 190.04' <br />FI f � <br />-o Q- <br />Cr C <br />\° v <br />co <br />(S880 49' 55"E - 189.99') <br />- <br />� 0 <br />12 <br />P� <br />i <br />� 20 <br />I8 ��� <br />�- <br />P <br />W <br />N 17 <br />K) wLn <br />C\J O <br />- <br />O O <br />° <br />15 <br />o <br />Z— <br />0 <br />C C <br />r-� r-- <br />z <br />19 ( COLUMBINE COURT <br />20 <br />u <br />14 <br />') <br />a <br />3 <br />�1 <br />U <br />0\ d <br />© <br />N - <br />LD <br />L6 Cr <br />� <br />I 0 <br />�n <br />---S880 51' 58"E - 120.02'---T\0 <br />@�u <br />(120.00' CALC) <br />4,CDC) <br />0 <br />0 <br />z o <br />� i <br />0. o <br />0\ MNN <br />5 <br />30' � <br />6 <br />k � <br />14 <br />I <br />I F— e <br />®' <br />I <br />I <br />WI <br />I <br />t"' <br />®I <br />I <br />I <br />I <br />I <br />7- <br />' <br />I <br />I <br />I <br />- - - <br />- - - - - - - - - - - - - - - <br />I 1G <br />co <br />V <br />i �i< <br />I <br />' W <br />i N <br />OD <br />10 <br />1�� <br />011 <br />o <br />Q L! <br />�_ <br />I I z <br />O <br />I <br />I 11 <br />GOLDENROD AVENUE <br />NARRATIVE <br />THIS MAP REPRESENTS THE RESULTS OF A LAND SURVEY PERFORMED TO IDENTIFY AND MARK WITH PROPER MONUMENTS <br />THE EXTERIOR PERIMETER BOUNDARY OF A TRACT OF LAND AS THE SAME IS DESCRIBED IN THE QUITCLAIM DEED <br />RECORDED ON REEL 4320 AT PAGE 73 IN THE DEED RECORDS OF MARION COUNTY, OREGON. ALL FOUND MONUMENTS WERE <br />ACCEPTED AS MARKING THEIR TRUE AND ACTUAL BOUNDARY CONTROL POSITIONS WITHIN REASONABLE SURVEY <br />MEASUREMENT TOLERANCES UNLESS NOTED OTHERWISE. THE NORTH LINE OF THE TRACT WAS DETERMINED TO BE 30 FEET <br />NORMAL OFFSET SOUTH OF THE CENTERLINE OF HAYESVILLE DR. NE (CR 726) AS THE SAME IS SHOWN LOCATED ON MCSR# <br />38933. THE EAST LINE OF THE TRACT WAS DETERMINED TO BE FROM FOUND MONUMENT #10, ACCEPTED AS MARKING THE <br />SOUTHEAST CORNER OF THE TRACT, THROUGH FOUND MONUMENT #5 AND PLACING THE NORTHEAST CORNER OF THE <br />TRACT AT THE POINT OF INTERSECTION WITH THE THUS DETERMINED NORTH LINE. THE DIRECTION OF THE PARALLEL <br />SEGMENTS OF THE SOUTH LINE OF THE TRACT WAS DERIVED BY ACCEPTING MONUMENT #II AS MARKING THE WESTERLY <br />ANGLE POINT IN THE SOUTH LINE AND AT "WOL-NEL PARK" PLAT DISTANCE NORMAL SOUTH OF A LINE FROM THE <br />HERETOFORE ACCEPTED SOUTHEAST CORNER EXTENDED WEST AND PLACING THE EASTERLY ANGLE POINT AT THE POINT <br />OF INTERSECTION OF THE EXTENDED WEST LINE WITH A LINE FROM FOUND MONUMENT #15 THROUGH FOUND MONUMENT <br />#I2 BOTH ACCEPTED AS MARKING THE WEST LINE OF LOT 15 IN THE "WOL-NEL PARK" SUBDIVISION. THE NORTHWEST <br />CORNER OF THE TRACT WAS DETERMINED TO BE DEED DISTANCE WEST, AS MEASURED ON THE NORTH LINE, OF THE <br />MONUMENT SET BY THIS SURVEY FOR THE NORTHEAST CORNER. THE WEST LINE OF THE TRACT WAS CONSIDERED TO BE <br />PARALLEL WITH THE HERETOFORE DETERMINED EAST LINE AND PLACING THE SOUTHWEST CORNER AT THE POINT OF <br />INTERSECTION OF THE THUS DETERMINED WEST LINE WITH THE LINE FROM THE FOUND MONUMENT ACCEPTED FOR THE <br />WESTERLY ANGLE POINT ON THE SOUTH LINE AND HAVING A DIRECTION PARALLEL WITH THE HERETOFORE DERIVED SOUTH <br />LINE. <br />BASIS OF BEARING: <br />THE DIRECTION OF N 01°10'05" E WAS ADOPTED FOR THE EAST LINE OF THE SUBJECT TRACT THEREBY CONFORMING TO <br />THE "WOL-NEL PARK" SUBDIVISION. <br />! i !!' <br />m m %�E�� <br />SCALE IN FEET <br />CURVE # LENGTH RADIUS <br />CI 65.12 100.00 <br />C2 64.12 100.00 <br />MONUMENT TABLE <br />FOUND 112" IRON PIPE, DOWN 0.2', SET MCSR 8336 <br />2 <br />FOUND 112" IRON PIPE, DOWN 0.5% SET MCSR 8336 <br />3 <br />FOUND 5/8" IRON ROD WITH ALC, ILLEGIBLE, DOWN 0.3% SET "JAN REE MEADOWS" <br />4 <br />FOUND 3° BRASS DISC IN MONUMENT BOX, DOWN 1.1 % SET MCSR 2568 <br />5 <br />FOUND 3/4" IRON PIPE, FLUSH, SET "SCHIRMAN ESTATES" <br />6 <br />FOUND 112" IRON PIPE, FLUSH, SET MCSR 8336 <br />7 <br />FOUND 112" IRON PIPE, FLUSH, SET MCSR 8336 <br />8 <br />FOUND 3/4" IRON PIPE, DOWN 0.8% SET °SCHIRMAN ESTATES" <br />9 <br />FOUND 112" IRON PIPE, FLUSH, SET MCSR 8336 <br />10 <br />FOUND 5/8" IRON ROD, FLUSH, SET "WOL-NEL PARK" <br />II <br />FOUND 5/8" IRON ROD, BENT, SHOT ON POE, UP 0.6% SET "WOL-NEL PARK" <br />12 <br />FOUND 5/8" IRON ROD, DOWN 0.5 % SET "WOL-NEL PARK" <br />15 <br />FOUND 5/8" IRON ROD, FLUSH, SET "WOL-NEL PARK" <br />14 <br />FOUND 112" IRON PIPE, FLUSH, SET MCSR 8336 <br />DELTA CHORD DIRECTION <br />360 09' 45" S170 32' II"E <br />360 44' 08" S170 14' 05"E <br />LEGEND: <br />FOUND MONUMENT IN GOOD CONDITION, UNLESS OTHERWISE NOTED. REFERENCE <br />MONUMENT TABLE FOR DESCRIPTION. <br />13 SET 5/8 x 30 IRON ROD WITH BLUE PLASTIC CAP MARKED "LEI OREGON". <br />A CALCULATED POINT ALC ALUMINUM CAP <br />O RECORD DATA: "WOL-NEL PARK" MTM MONUMENT TO MONUMENT <br />{ } RECORD DATA: "SCH I RMAN ESTATES" CALC CALCULATED <br />< > RECORD DATA: "JAN REED GARDENS NO. 10" MCSR MARION COUNTY SURVEY RECORD <br />ROW RIGHT OF WAY <br />[ ] RECORD DATA: MCSR 38933 B.0.T.P. BOOK OF TOWN PLATS <br />RECORD DATA: MARION COUNTY DEED REEL 4320, PAGE 73 <br />~ ~ RECORD DATA: MARION COUNTY DEED REEL 2516, PAGE 242 <br />CHORD LENGTH RECORD CHORD LENGTH RECORD CHORD DIRECTION <br />62.07 (62.12) (S170 28' 47"E) <br />63.02 (63.03) (S170 12' 27"E) <br />ENGINEERING PROJECT: <br />LZI—i SURVEYING 14-91 <br />REGISTERED <br />6F OREGON <br />DRAWING <br />?OROFESSIONAL. <br />! .,. :. <br />�' <br />' i i <br />FAX 503-365-1852ill <br />rD <br />x .IIOVICKIE <br />i WILSON <br />7-28-2022 <br />�O4 <br />A t • • n,. <br />SALEM, OR 97305 <br />SCALE: <br />4 ._. .. <br />D_ r <br />! <br />I <br />2688 <br />MALDONADO J. VAN AGTMAEL <br />i <br />r CHECKED: <br />OF <br />1L.M. ALLEN L. M. ALLEN <br />