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INU I I U NU I I U t�UALI=
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<br />6.24' u�
<br />(6.24') ►— N89`0 24' 30"W - 2.06
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<br />15 M (N890 03' 4711E - 2.07')
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<br />(60.10') 0
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<br />DETAIL "A"
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<br />(30' )
<br />BASIS OF BEARING
<br />S890 52' 36"E - 287.90'
<br />{S890 52' 36" E - 287.91' CALC}
<br />PARCEL IV
<br />REEL: 2375, PAGE: 358
<br />-- r NO° 54' 19"E - 77.84'
<br />� (77.85' )
<br />a
<br />d S860 53' 1411E - 284.35'
<br />(S860 53' 38"E - 284,36'
<br />tF4_1
<br />a
<br />PA
<br />'EEL: 2375, PAGE: e
<br />HOYT STREET SE
<br />(50.17')
<br />I
<br />'® N
<br />DETAIL "B"
<br />40
<br />ZI N890 16' 13"W
<br />131.98' J N890 46' 58"W —'
<br />(N890 14' 43"W) 122.10'
<br />(132.00') (N890 49' 02"E)
<br />(122.04')
<br />NU I I U b(-AL�
<br />r------—---—-—--------------—---I
<br />L—-----------—------------—-—-——J
<br />RECEIVED ( BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />MCSR
<br />r----—,
<br />DETAIL "C"
<br />I• I
<br />ri
<br />0 0
<br />0
<br />00
<br />0 c
<br />M10
<br />IN
<br />S890 47' 13"E - 516.40'
<br />(N890 48' 37"W - 516.19' CALC)
<br />N30 06' 46"E - 20.00'
<br />{N30 06' 22"E - 20.00')
<br />FALLS 0.03' NORTH
<br />0.07' EAST
<br />{S860 53' 38"E - 292.33')
<br />PARCEL II
<br />REEL: 2375, PAGE: 358
<br />522.61'
<br />(522.68')
<br />N890 49' 42"W - 554.10'
<br />(N890 49' 58"W - 554.17')
<br />LEGEND:
<br />FOUND MONUMENT IN GOOD CONDITION, UNLESS OTHERWISE
<br />NOTED. REFERENCE MONUMENT TABLE FOR DESCRIPTION.
<br />SET 5/8" x 30" IRON ROD WITH BLUE PLASTIC CAP MARKED
<br />"LEI OREG ON".
<br />CALCULATED POINT
<br />O RECORD DATA: MCSR 35084
<br />{ } RECORD DATA: MCSR 35412
<br />[ ] RECORD DATA: MCSR 35585
<br />RECORD DIRECTION: BAR -FRANC ADDITION
<br />MCSR MARION COUNTY SURVEY RECORD
<br />YPC YELLOW PLASTIC CAP
<br />CALC CALCULATED
<br />gi b" 53' 14 E _ 230.00'
<br />{S860 53' 3811E - 230.00'1
<br />LINE TABLE
<br />LINE #
<br />LENGTH
<br />LI
<br />31.67'
<br />L2
<br />57.37'
<br />L3
<br />20.48'
<br />L4
<br />36.99'
<br />L5
<br />20.02'
<br />L6
<br />20.00'
<br />L7
<br />31.49'
<br />W W
<br />C) C)
<br />0
<br />�2 0
<br />0 0
<br />zz
<br />DETAIL D
<br />r
<br />DIRECTION
<br />S890 57' 07"W
<br />SO° 45' 24"W
<br />SO° 08' 53"W
<br />SO° 38' 36"W
<br />SO° 15' 50"W
<br />NO° 19' 18"E
<br />N890 49' 42"W
<br />14
<br />40'
<br />[40' ]
<br />NARRATIVE
<br />THIS MAP REPRESENTS THE RESULTS OF A LAND SURVEY CONDUCTED TO IDENTIFY AND MARK WITH
<br />PROPER MONUMENTS THE BOUNDARIES OF THOSE PARCELS OF LAND DESCRIBED IN EXHIBIT 'A' OF
<br />THAT DEED RECORDED ON REEL 2375 AT PAGE 358 IN THE DEED RECORDS OF MARION COUNTY,
<br />OREGON. ALL FOUND MONUMENTS SHOWN HEREON WERE ACCEPTED AS MARKING THEIR TRUE AND
<br />ACTUAL BOUNDARY CONTROL POSITIONS WITHIN REASONABLE SURVEY MEASUREMENT TOLERANCES
<br />UNLESS NOTED OTHERWISE. THE POSITION OF THE MONUMENTS PLACED FOR THE ANGLE POINTS IN
<br />THE WEST LINE OF "PARCEL IV" SHOWN IN DETAIL A WERE DETERMINED BY MAINTAINING RECORD
<br />DISTANCES FROM FOUND MONUMENT #2 AND FOUND MONUMENT #4. THE SOUTHEAST CORNER OF
<br />"PARCEL 11" WAS DETERMINED TO BE AT THE CALCULATED DISTANCE FROM FOUND MONUMENT #15
<br />AS SHOWN ON MCSR 35585 AND ON THE LINE FROM FOUND MONUMENT #12 TO FOUND MONUMENT
<br />#14. THE MONUMENT MARKING THE NORTHEAST CORNER OF "PARCEL 11" WAS PLACED AT DEED
<br />DISTANCE NORTH ON THE LINE FROM THE THUS CALCULATED SOUTHEAST CORNER OF "PARCEL II"
<br />TO FOUND MONUMENT #14. THE MONUMENT FOR THE MOST NORTHERLY ANGLE POINT IN THE
<br />NORTH LINE OF "PARCEL 11" WAS PLACED AT DEED DISTANCE WEST ON THE LINE FROM THE THUS
<br />DETERMINED NORTHEAST CORNER TO FOUND MONUMENT #4. THE MONUMENT FOR THE MOST
<br />SOUTHERLY ANGLE POINT IN THE NORTH LINE OF "PARCEL 11" WAS PLACED 20.00 FEET NORMAL
<br />OFFSET SOUTH OF THE THUS DETERMINED EASTERN SEGMENT OF THE NORTH LINE OF "PARCEL II".
<br />THE MONUMENT FOR THE NORTHEAST CORNER OF "PARCEL IV" WAS PLACED AT MCSR 35084
<br />RECORD DISTANCE WEST OF FOUND MONUMENT #15 AS SHOWN IN DETAIL C. THE MONUMENT
<br />MARKING THE SOUTHEAST CORNER OF "PARCEL IV" WAS PLACED AT THE POINT OF INTERSECTION
<br />OF THE LINE FROM THE MONUMENT PLACED MARKING THE NORTHEAST CORNER OF "PARCEL IV" TO
<br />FOUND MONUMENT #11 WITH THE LINE FROM FOUND MONUMENT #4 TO THE MONUMENT PLACED FOR
<br />THE NORTHEAST CORNER OF "PARCEL 11". THE MONUMENT MARKING AN ANGLE POINT IN THE SOUTH
<br />LINE OF "PARCEL 111" WAS PLACED AT 20.00 FEET NORMAL TO THE LINE FROM FOUND MONUMENT
<br />#II TO FOUND MONUMENT #10 OFFSET NORTH FROM MONUMENT #10.
<br />Lu
<br />C/)
<br />BASIS OF
<br />BEARING:
<br />W
<br />THE DIRECTION
<br />OF S 89052'41" E WAS ADOPTED FOR THE LINE BETWEEN FOUND MONUMENT #1 TO
<br />ry
<br />FOUND MONUMENT #15 THEREBY CONFORMING TO MCSR 35084.
<br />CV
<br />0
<br />80'
<br />160'
<br />SCALE IN FEET
<br />MONUMENT TABLE
<br />FOUND 1/2" IRON PIPE, DOWN 0.5% SET AMENDED PLAT OF NEW HAVEN
<br />DETAIL
<br />�� ,
<br />2
<br />FOUND I IRON PIPE, DOWN 0.2 , SET AMENDED PLAT OF NEW HAVEN
<br />NOT TO SCALE
<br />3
<br />FOUND I" IRON PIPE, FLUSH, SET BAR -FRANC ADDITION, FALLS 0.15' WEST
<br />4
<br />FOUND 5/8 IRON ROD WITH YPC, ILLEGIBLE, FLUSH, SET MCSR 35084
<br />40'
<br />8
<br />5
<br />FOUND 3/4" IRON PIPE, DOWN 0.4', SET BAR -FRANC ADDITION, FALLS 0.05, WEST
<br />14011
<br />;
<br />6
<br />FOUND 2 1/2" IRON PIPE, DOWN 0.6', SET LAKESIDE ADDITION
<br />7
<br />FOUND 5/8" IRON ROD WITH YPC, "BARKER PLS 636", DOWN 0.5', SET MCSR 35084
<br />\0
<br />13
<br />Lo
<br />I
<br />;
<br />8
<br />FOUND 3/4" IRON PIPE, DOWN 0.2', SET LAKESIDE ADDITION
<br />w
<br />9
<br />FOUND 5/8" IRON ROD WITH YPC, "BARKER PLS 636", DOWN 0.6% SET MCSR 35084
<br />10
<br />FOUND 3/4" IRON PIPE, FLUSH, SET MCSR 15035
<br />'
<br />N_ 0
<br />N
<br />° °
<br />11
<br />FOUND 5/8" IRON ROD, FLUSH, SET MCSR 35084
<br />'
<br />>
<br />z z
<br />12
<br />FOUND 5/8" IRON ROD WITH YPC, "MORELAND LS", SET MCSR 35582
<br />13
<br />FOUND 3/4" IRON PIPE, FLUSH, SET MCSR 260769
<br />a
<br />12
<br />14
<br />FOUND 5/8" IRON ROD, DOWN I.0', SET MCSR 18942
<br />i
<br />15
<br />FOUND 5/8" IRON ROD, "BARKER PLS 636", DOWN 0.4, SET MCSR 35084
<br />16
<br />FOUND 5/8" IRON ROD, FLUSH, SET AMENDED PLAT OF NEW HAVEN
<br />17
<br />FOUND 5/8" IRON ROD WITH YPC, "BARKER PLS 636", DOWN 0.8', SET MCSR 35412
<br />RECORD LENGTH RECORD DIRECTION
<br />ENGINEERING PROJECT:
<br />(31.64)
<br />(S890
<br />52` 36"E)
<br />El 60-18
<br />(57.37')
<br />DSO°
<br />43' 00"E#
<br />OF OREGON
<br />REGISTERED DRAWING No-:
<br />PROFESSIONAL
<br />(20.48' CALC)
<br />*SO°
<br />43' 00"E
<br />2564 19TH ST. SE TEL 503-399-3828
<br />SALEM, OR. 97302 FAX 503-365-1852 60-18_ROS.DWG
<br />(36.98')
<br />*SO°
<br />43' OO""E*
<br />CLIENT: FIELD DATE:
<br />EUGENE LABUNSKY 12-09-2022
<br />{20.02')
<br />{SO°
<br />16' 00"W}
<br />EG 25030 SW PARKWAY AVE.
<br />JANUARY 17 1095 W I LSONV ILLE, 97070 SCALE:
<br />L. M. ALLEN DRAWN: FIELD: I 80
<br />(31.49')
<br />(N890
<br />49' 58"W)
<br />2688 G. VAN AGTMAEL J. VAN AGTMAEL
<br />PIES 12/31/2023 i PAGE:
<br />(20.00')
<br />(N30
<br />06' 22"E}
<br />CALC'D: CHECKED: I OF
<br />L.M. ALLEN L.M. ALLEN
<br />
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