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<br />MONROE AVENUE NE -
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<br />(CR NO. 738)
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<br />S88° 48' 16"E - 168. '
<br />53
<br />N88° 48' 16"W - 79.99'
<br />---�-------
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<br />(S880 49' 39"E -
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<br />PIPE FALLS
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<br />07' 43"W
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<br />DO_NALYN STREET NE
<br />(CR NO. 7727) - -
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<br />18 19 ( 20 1 21
<br />RECEIVED 08/18/2022 BY
<br />MARION •SURVEYOR.
<br />APPROVED FOR FILING ON
<br />09/28/2022.
<br />REEL 4354
<br />PAGE 209
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<br />REEL 3622
<br />PAGE 474
<br />13'
<br />IRON ROD FALLS
<br />II 22. N880 03' 16"W - 0.31'
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<br />[110.0411 ® [76.02' ]
<br />10 S880 -44' 55"E - 190.17'
<br />[S87048' 18"E - 190.06']
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<br />S880 59' 39"E - 95.45'
<br /><S880 38' 28"E - 95.48'>
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<br />15' 115'
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<br />PP 93-0�
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<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 REEL
<br />3622 AT PAGE 474 AND REEL 4354 AT PAGE 209 IN THE DEED RECORDS OF MARION COUNTY, OREGON. ALL FOUND MONUMENTS
<br />HEREON SHOWN WERE ACCEPTED AS MARKING THEIR TRUE BOUNDARY CONTROL POSITIONS WITHIN REASONABLE SURVEY
<br />MEASUREMENT TOLERANCES UNLESS NOTED OTHERWISE. THE SOUTH LINE OF "MONROE AVE." (CR NO. 738) WAS CONSIDERED TO BE
<br />THE NON -CURVED NORTH LINE OF THE SUBJECT TRACTS, AND DETERMINED TO BE A LINE DEFINED BY FOUND MONUMENTS #1 AND A
<br />POINT 5.00 FEET NORMAL OFFSET NORTH OF FOUND MONUMENT #5 WHICH IN TURN WERE CONSIDERED TO BE 25 FEET AND 30 FEET
<br />RESPECTIVELY NORMAL OFFSET SOUTH OF THE CENTERLINE ALIGNMENT OF MONROE AVE. NE AND PLACING THE NORTHEAST CORNER
<br />OF THE SUBJECT TRACTS AT THE POINT OF INTERSECTION OF THE HERETOFORE DETERMINED NORTH LINE WITH THE EXTENSION
<br />NORTH OF THE LINE FROM FOUND MONUMENT #7 THROUGH FOUND MONUMENT #5. THE DIRECTION OF THE LINEAR SEGMENTS OF THE
<br />WEST LINE WERE DETERMINED TO BE PARALLEL WITH THE COMMON LINE BETWEEN THE DEEDED TRACTS DEFINED BY THE LINE
<br />THROUGH FOUND MONUMENTS #4 AND #9 AND PLACING THE PC AND PT OF THE SHORT RADIUS CURVE AT THE NORTHWEST CORNER OF
<br />THE SUBJECT TRACTS AT RECORD (MCSR 35790) RADIUS AND TANGENT TO THE THUS DETERMINED NORTH AND WEST LINES. FOUND
<br />MONUMENT #15 WAS DETERMINED AS MARKING THE POINT OF REVERSE CURVATURE OF THE REVERSE CURVES ON THE EAST LINE OF
<br />"ALDER ESTATES", A MARION CO. SUBDIVISION, AND PLACING THE POINT OF CURVATURE OF THE CURVE PRESERVING THE SUBDIVISION
<br />PLAT RADIUS AND TANGENCY TO THE HERETOFORE DETERMINED NORTHERLY LINEAR SEGMENT OF THE WEST LINE. THE MOST
<br />SOUTHERLY LINEAR SEGMENT OF THE WEST LINE WAS DETERMINED TO BE THE LINE FROM FOUND MONUMENT #10 AND FOUND
<br />MONUMENT #11. THE SOUTH TERMINUS OF THE INTERMEDIATE LINEAR SEGMENT OF THE WEST LINE WAS PLACED SUBDIVISION RECORD
<br />DISTANCE EAST ON THE LINE FROM FOUND MONUMENT #13 THROUGH FOUND MONUMENT #12 AND PLACING THE NON -TANGENT POINT
<br />OF CURVATURE IN THE WEST LINE AT THE INTERSECTION OF THE INTERMEDIATE WEST LINE SEGMENT WITH A LINE AT SUBDIVISION
<br />ARC DISTANCE SOUTHERLY FROM THE FOUND MONUMENT MARKING THE POINT OF REVERSE CURVATURE. THE SOUTH LINE OF THE
<br />SUBJECT TRACTS WAS CONSIDERED TO BE THE LINE FROM FOUND MONUMENT #10 THROUGH FOUND MONUMENT #8 AND PLACING THE
<br />SOUTHEAST CORNER OF THE SUBJECT TRACTS AT THE POINT OF INTERSECTION OF THE SOUTH LINE AS THUS DETERMINED WITH THE
<br />LINE FROM FOUND MONUMENT #5 THROUGH FOUND MONUMENT #7 DEFINING THE EAST LINE OF THE DEEDED TRACTS.
<br />BASIS OF BEARING: LINE TABLE
<br />THE DIRECTION OF N 00006'21" W WAS ASSIGNED TO THE
<br />MOST EASTERLY EAST LINE OF THE SUBJECT TRACTS LINE # LENGTH DIRECTION RECORD LENGTH RECORD DIRECTION
<br />THEREBY ADHERING TO S42-020. LI 5 00 MnO 06' 21" W <5 00 (-Al C> <N0° 06' 21"W>
<br />0 50' 100,
<br />L2
<br />15.00
<br />N880 03' 16"W
<br />(13.00)
<br />(N880 54' 15"W)
<br />L3
<br />5.00
<br />SI° II' 44"W
<br />{5.00)
<br />{SI° 21' 00"W)
<br />L4 24.38 N10 11' 44"E (25.00)
<br />MONUMENT TABLE
<br />FOUND 5/8" IRON ROD WITH YPC, ILLEGIBLE, DOWN 0.2', SET S37-040
<br />2
<br />FOUND 112" IRON PIPE, UP 1.4', NO RECORD
<br />3
<br />FOUND 112" IRON PIPE WITH YPC, "PLS 1195", FLUSH, SET 35790
<br />4
<br />FOUND 112" IRON PIPE WITH YPC, "PLS 1195", DOWN 0.2', SET MCSR 35790
<br />5
<br />FOUND 5/8" IRON ROD WITH YPC, ILLEGIBLE, DOWN 0.2' SET PP 93-073
<br />6
<br />FOUND 5/8" IRON ROD WITH YPC, ILLEGIBLE, DOWN 0.2', SET S42-020
<br />7
<br />FOUND 5/8" IRON ROD WITH YPC, "LAND DEV. CONSULTANTS", DOWN 0.2', SET S42-020
<br />8
<br />FOUND 5/8" IRON ROD WITH YPC, "MULTI/TECH ENG.", DOWN 0.2', SET S48-057
<br />9
<br />FOUND 112" IRON PIPE WITH YPC, "PLS 1195", DOWN 0.7', SET 35790
<br />10
<br />FOUND 112" IRON PIPE, DOWN 0.5', FOUND ON S48-057
<br />II
<br />FOUND 5/8" IRON ROD, DOWN 0.2', SET S37-040
<br />SOLE IN FEET
<br />12
<br />FOUND 5/8" IRON ROD, DOWN 0.3% SET S37-040
<br />13
<br />FOUND 5/8" IRON ROD, FLUSH, SET S37-040
<br />CURVE TABLE
<br />CURVE #
<br />LENGTH
<br />RADIUS
<br />DELTA
<br />CHORD DIRECTION
<br />CHORD LENGTH
<br />RECORD CHORD LENGTH
<br />RECORD CHORD DIRECTION
<br />CI
<br />31.82
<br />20.00
<br />910 08' 40"
<br />S450 29' 42"W
<br />28.57
<br />128.61)
<br />{S450 41' 41"W)
<br />C2
<br />55.26
<br />120.00
<br />250 25' 55"
<br />S120 47' 35"E
<br />52.83
<br />(55.66)
<br />(S120 52' 34°E)
<br />C3
<br />2.33
<br />180.00
<br />00 44' 50"
<br />S12° 40' 20"E
<br />2.33
<br />{2.33)
<br />(S250 31' II"E)
<br />LEGEND:
<br />ENGINEERING
<br />PROJECT:
<br />FOUND MONUMENT IN GOOD CONDITION, UNLESS OTHERWISE NOTED.
<br />I
<br />14-87
<br />7
<br />REFERENCE MONUMENT TABLE FOR DESCRIPTION.OF
<br />REGISTERED
<br />OREGON
<br />DRAPING No.:
<br />. SET 5/8 x 30 IRON ROD WITH BLUE PLASTIC CAP MARKED LEI OREGON .
<br />PROFESSIONAL
<br />LL-AND SURVEYOR
<br />2564 19TH ST. SE TEL 503-399-3828
<br />SALEM, OR. 97302 FAX 5033651852
<br />1487-ROS. DWG
<br />®
<br />L CALCULATED POINT CR COUNTY ROAD
<br />&L
<br />O RECORD DISTANCE: MCSR 35790 PP PARTITION PLAT
<br />CLIENT:
<br />ANTHONY ARNAUTOV
<br />FIELD DATE:
<br />7-13-2022
<br />4 17'
<br />CALC CALCULATED
<br />{ } RECORD DISTANCE: "ALDER ESTATES" BOOK 37, PAGE 40
<br />5583 JENNICHES LN SE
<br />EG.
<br />[4.00 ]
<br />< > RECORD DISTANCE: "PHOENIX" BOOK 42, PAGE 20
<br />JANU Y'17, 1995
<br />SALEM, OR 97317
<br />SCALE:
<br />I1
<br />[ ] RECORD DISTANCE: "HARRIMAN ADDITION" BOOK 48, PAGE 57
<br />L. M. ALLEN
<br />DRAWN: FIELD:
<br />111 = 50'
<br />G. MALDONADO J. VAN AGTMAEL
<br />MCSR MARION COUNTY SURVEY RECORD
<br />PIKES 12/31 /2023
<br />PAGE:
<br />YPC YELLOW PLASTIC CAP
<br />CALC' D: CHECKED:
<br />L.M. ALLEN L.M. ALLEN
<br />I OF I
<br />
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