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<br />(CR NO. 738)
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<br />*S88' 48' 16"E - 168.53'*
<br />--
<br />*N880 48' 16"W - 79.99'*
<br />----------
<br />-- c"
<br />(S880 49' 39"E -
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<br />168.76' CALC) N 7M#S88° 39' 39"E - 95.45'-
<br />L3
<br />*88.6I'* �
<br /><S880 38' 28"E - 95.48'>
<br />*79.93'* _
<br />®
<br />(88.76')
<br />LI
<br />(80.00')
<br />2
<br />❑
<br />IRON PIPE FALLS
<br />15' 15'
<br />30'
<br />I 30'
<br />*N62°
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<br />(CR NO. 7727)
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<br />RECEIVED ICJ•a`I •;)O�BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />U. i9- aoa3.
<br />MCSR 397a 6
<br />REEL 4554
<br />PAGE 209
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<br />REEL 3622
<br />PAG E 474
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<br />L5 [110.04'] Ill2 [76.02']
<br />L6 13 *S880:44' 55"E - 190.17'
<br />E'
<br />IRON ROD FALLS 48' 18"E - 190.06'1 *4.17'
<br />SI° 49' 38"W - 0.55' D,-�`p [4.00']
<br />9 E f�RR1V�Nla P AGE 5� 10
<br />Ol
<br />PARCEL
<br />2
<br />0
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<br />3
<br />All
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<br />PP 95'p�5
<br />PARCEL 3
<br />NARRATIVE
<br />THIS MAP REPRESENTS THE RESULTS OF A LAND SURVEY PERFORMED TO IDENTIFY AND MARK WITH PROPER MONUMENTS THE
<br />EXTERIOR PERIMETER BOUNDARIES OF THOSE TRACTS OF LAND AS THE SAME ARE DESCRIBED IN THE DEEDS AS RECORDED ON
<br />REEL 3622 AT PAGE 474 AND REEL 4354 AT PAGE 209 IN THE DEED RECORDS OF MARION COUNTY, OREGON. ALL FOUND
<br />MONUMENTS HEREON SHOWN WERE ACCEPTED AS MARKING THEIR TRUE BOUNDARY CONTROL POSITIONS WITHIN REASONABLE
<br />SURVEY MEASUREMENT TOLERANCES UNLESS NOTED OTHERWISE. THIS MAP IS INTENDED AS AN ADDENDUM TO MARION COUNTY
<br />SURVEY RECORD #59695 TO CORRECT THE OMISSION THEREON OF "PARCEL 2" AS DESCRIBED IN THE DEED ON THE
<br />AFOREMENTIONED REEL 4354 AT PAGE 209, NOTWITHSTANDING THE BEARING QUADRANT FLIP INTERPRETED AS A SCRIVENER
<br />ERROR IN THE COMMENCEMENT CALL TO THE POINT OF BEGINNING IN SAID DEED DESCRIPTION. ADDITIONAL MONUMENT EVIDENCE
<br />IS AS SHOWN HEREON OTHERWISE THE AFOREMENTIONED MCSR#39695 WAS EXTENSIVELY ACCEPTED AND RELIED UPON FOR THIS
<br />UPDATED RECORD OF SURVEY.
<br />BASIS OF BEARING: LINE TABLE
<br />THE DIRECTION OF N 00006'21" W WAS ASSIGNED TO LINE # LENGTH DIRECTION RECORD LENGTH RECORD DIRECTION
<br />THE MOST EASTERLY EAST LINE OF THE SUBJECT
<br />TRACTS THEREBY ADHERING TO S42-020. *LI* 5.00 NO° 06' 21"W <5.00 CALC> <NO° 06' 21"W>
<br />L2 13.00 N880 41' 16"W 113.00) IN880 54'
<br />15" W)
<br />*L3* 5.00 SI° II' 44"W (5.00) (SI° 21' 00"W)
<br />*L4* 24.38 NI° II' 44"E (25.00)
<br />L5 10.00 N880 44' 55"W (I0.00) (N880 54'
<br />15"W)
<br />L6 16.31 S880 44' 55"E [16.02] [S870 48'
<br />18"E]
<br />L7 10.00 N880 41' 16"W 00.00) (N880 54'
<br />15"W)
<br />MONUMENT TABLE
<br />FOUND 5/8" IRON ROD WITH YPC, ILLEGIBLE, DOWN 0.2% SET S37-040
<br />2
<br />FOUND 5/8" IRON ROD WITH BPC, "LEI OREGON", FLUSH, SET MCSR 39695
<br />3
<br />FOUND 112" IRON PIPE, UP 1.4', NO RECORD
<br />4
<br />FOUND 112" IRON PIPE WITH YPC, "PLS 1195", FLUSH, SET 35790
<br />5
<br />FOUND 112" IRON PIPE WITH YPC, "PLS 1195", DOWN 0.2% SET MCSR 35790
<br />6
<br />FOUND 5/8" IRON ROD WITH YPC, ILLEGIBLE, DOWN 0.2' SET PP 93-073
<br />7
<br />FOUND 5/8" IRON ROD WITH BPC, "LEI OREGON", FLUSH, SET MCSR 39695
<br />8
<br />FOUND 5/8" IRON ROD WITH YPC, ILLEGIBLE, DOWN 0.2% SET S42-020
<br />9
<br />FOUND 5/8" IRON ROD WITH YPC, "LAND DEV. CONSULTANTS", DOWN 0.2% SET S42-020
<br />10
<br />FOUND 5/8" IRON ROD WITH BPC, "LEI OREGON", FLUSH, SET MCSR 39695
<br />II
<br />FOUND 5/8" IRON ROD WITH YPC, "MULTI/TECH ENG.", DOWN 0.2', SET S48-057
<br />12
<br />FOUND 112" IRON PIPE WITH YPC, "PLS 1195", DOWN 0.7', SET 35790
<br />13
<br />FOUND 112" IRON PIPE, DOWN 0.5', FOUND ON S48-057
<br />14
<br />FOUND 5/8" IRON ROD WITH YPC, "MULTI/TECH ENG.", DOWN 0.2', SET S48-057
<br />15
<br />FOUND 5/8" IRON ROD, FLUSH, SET S42-080
<br />16
<br />FOUND 5/8" IRON ROD, DOWN 0.2% SET S37-040
<br />17
<br />FOUND 5/8" IRON ROD, DOWN 0.3% SET S37-040
<br />0 50' 100,
<br />18
<br />FOUND 5/8" IRON ROD WITH BPC, "LEI OREGON", FLUSH, SET MCSR 39695
<br />19
<br />FOUND 5/8" IRON ROD, FLUSH, SET S37-040
<br />SCALE IN FEET
<br />20
<br />FOUND 5/8" IRON ROD WITH BPC, "LEI OREGON", FLUSH, SET MCSR 39695
<br />CURVE
<br />TABLE
<br />CURVE #
<br />LENGTH
<br />*Cl*
<br />31.82
<br />*C2*
<br />55.26
<br />*C3*
<br />2.33
<br />RADIUS
<br />DELTA
<br />CHORD DIRECTION
<br />CHORD LENGTH
<br />RECORD CHORD LENGTH
<br />RECORD CHORD DIRECTION
<br />20.00
<br />910 08' 40"
<br />S450 29' 42"W
<br />28.57
<br />(28.61)
<br />(S450 41' 41"W)
<br />120.00
<br />250 25' 55"
<br />S120 47' 35"E
<br />52.83
<br />(53.66)
<br />(S120 52' 34"E)
<br />180.00
<br />00 44' 50"
<br />S120 40' 20"E
<br />2.33
<br />(2.33)
<br />(S250 31' II"E)
<br />LEGEND:
<br />FOUND MONUMENT IN GOOD CONDITION, UNLESS OTHERWISE NOTED.
<br />REFERENCE MONUMENT TABLE FOR DESCRIPTION.
<br />REGISTERED
<br />SET 5/8" x 30" IRON ROD WITH BLUE PLASTIC CAP MARKED "LEI OREGON".
<br />PROFESSIONAL
<br />CALCULATED POINT
<br />B.O.T.P.
<br />BOOK OF TOWN PLATS
<br />(}
<br />RECORD DISTANCE: MCSR 35790
<br />YPC
<br />YELLOW PLASTIC CAP
<br />(}
<br />RECORD DISTANCE: "ALDER ESTATES"
<br />BPC
<br />BLUE PLASTIC CAP
<br />< >
<br />RECORD DISTANCE: "PHOENIX"
<br />CALC
<br />CACULATED
<br />ORE 'ON
<br />[ ]
<br />RECORD DISTANCE: "HARRIMAN ADDITION"
<br />S
<br />SUDIVISION
<br />LJANU Y17,1995
<br />RECORD DISTANCE AND MEASURED: MCSR 39695
<br />PP
<br />PARTITION PLAT
<br />2688
<br />RECORD DISTANCE: "ALDER ADDITION"
<br />CR
<br />COUNTY ROAD
<br />EXPIRES 12/31/2023
<br />MCSR MARION COUNTY SURVEY RECORD
<br />ENGINEERING PROJECT:
<br />14-87
<br />OF OREGON DRAWING No.:
<br />2564 19TH ST. SE TEL 505-399-3828 14-87_ROS.DWG
<br />SALEM, OR. 97302 FAX 503-365-1852
<br />CLIENT: FIELD DATE:
<br />ANTHONY ARNAUTOV 10-07-2022
<br />5583 JENNICHES LN SE
<br />SALEM, OR 97317 SCALE:
<br />DRAWN: FIELD: I" = 50'
<br />G. MALDONADO J. VAN AGTMAEL
<br />PAGE:
<br />CALC'D: CHECKED: I OF
<br />L.M. ALLEN L.M. ALLEN
<br />
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