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MCSR 39721
<br />RECORD OF SURVEY
<br />FRACTION OF LOTS 25 AND 26 IN "WALDO HILLS FRUIT FARMS NO. 3"
<br />VOLUME 03, PAGE 35 OF MARION COUNTY BOOK OF TOWN PLATS
<br />REAL PROPERTY IN SW 1/4 OF SECTION 14
<br />TOWNSHIP 8 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN
<br />MARION COUNTY, OREGON
<br />SURVEYED FOR: KARLA OCHOA
<br />SEPTEMBER 6, 2022
<br />NARRATIVE
<br />THIS MAP REPRESENTS A SURVEY TO IDENTIFY AND MARK WITH PROPER MONUMENTS THE EXTERIOR PERIMETER BOUNDARY LINES
<br />OF "PARCEL 2" OF MARION COUNTY PARTITION PLAT NO. 83-6 RECORDED ON REEL 353 AT PAGE 409 IN THE RECORDS OF MARION
<br />COUNTY, OREGON. ALL FOUND MONUMENTS WERE CONSIDERED AS MARKING THEIR TRUE AND ACTUAL BOUNDARY CONTROL
<br />POSITIONS WITHIN REASONABLE SURVEY MEASUREMENT TOLERANCES UNLESS NOTED OTHERWISE. THE SOUTH LINE OF THE
<br />SUBJECT PARCEL WAS DETERMINED TO BE THE EXTENSION EAST OF A LINE FROM FOUND MONUMENT #10, ACCEPTED AS MARKING
<br />THE SOUTHWEST CORNER OF THE SUBJECT PARCEL, THROUGH FOUND MONUMENT #14 TO THE WEST LINE OF THE "NORTH SANTIAM
<br />HIGHWAY". THE WEST LINE OF THE PARCEL WAS DETERMINED TO BE ON THE LINE FROM FOUND MONUMENT #10 THROUGH FOUND
<br />MONUMENT #7 AND PLACING A MONUMENT FOR THE NORTHWEST CORNER OF THE SUBJECT PARCEL AT A POINT PLAT RECORD
<br />DISTANCE NORTH OF FOUND MONUMENT #10. THE NORTH LINE OF THE PARCEL WAS DETERMINED TO BE THE LINE FROM THE
<br />ABOVE MONUMENTED NORTHWEST CORNER IN A DIRECTION EAST PARALLEL TO THE ABOVE DETERMINED SOUTH LINE AND TO THE
<br />INTERSECTION WITH THE WEST MARGINAL BOUNDARY OF THE CONNECTION LINE BETWEEN "SILVER CREEK FALLS" AND "NORTH
<br />SANTIAM HIGHWAY" AS SHOWN LOCATED ON ODOT MAP 78-22-18. THE MONUMENT FOR THE SOUTHEAST CORNER OF THE SUBJECT
<br />PARCEL WAS PLACED AT THE INTERSECTION OF THE ABOVE DETERMINED SOUTH LINE WITH THE EXTENSION NORTHERLY OF THE
<br />LINE FROM FOUND MONUMENT #II THROUGH FOUND MONUMENT #13 BOTH ACCEPTED AS MARKING THE WEST LINE OF "NORTH
<br />SANTIAM HIGHWAY". THE EAST LINE OF THE SUBJECT PARCEL WAS DETERMINED BY ACCEPTING THE HIGHWAY STATIONING
<br />INDICATED ON MCSR #34404 FOR FOUND MONUMENTS #11 AND #13 AND PLACING THE MONUMENT FOR THE ANGLE POINT IN THE
<br />SUBJECT PARCEL'S EAST LINE, BEING THE INTERSECTION OF THE WEST LINE OF "NORTH SANTIAM HIGHWAY" WITH THE WEST
<br />MARGINAL BOUNDARY OF THE CONNECTION LINE BETWEEN "SILVER CREEK FALLS" AT THE POSITION CALCULATED USING THE
<br />LOCATIVE STATIONING DIMENSIONS AND DIRECTIONS INDICATED ON ODOT MAP 713-22-18. THE MONUMENT FOR THE NORTHEAST
<br />CORNER OF THE SUBJECT PARCEL WAS PLACED AT THE INTERSECTION OF THE THUS CALCULATED WEST MARGINAL BOUNDARY OF
<br />THE CONNECTION LINE BETWEEN "SILVER CREEK FALLS" AND "NORTH SANTIAM HIGHWAY', WITH THE ABOVE DETERMINED NORTH
<br />LINE OF THE SUBJECT PARCEL. THE DISCREPANCIES BETWEEN THE FOUND MONUMENTS SHOWN SET ON MCSR #26770 AND THOSE
<br />SET BY THIS SURVEY, MONUMENT LOCATIONS ON THE EAST LINE OF THE SUBJECT PARCEL ARE MOST PROBABLY DUE TO THE
<br />CHOICE OF CONTROLLING MONUMENTS FOR THE EAST LINE OF THE SUBJECT PARCEL.
<br />BASIS OF BEARING:
<br />THE DIRECTION OF N 8905338" W WAS ADOPTED FOR THE LINE BETWEEN MONUMENTS #14 AND #10 THEREBY CONFORMING TO
<br />MARION COUNTY PARTITION PLAT NO. 83-6.
<br />LINE TABLE
<br />LINE # LENGTH
<br />LI
<br />L2
<br />L3
<br />L4
<br />L5
<br />L6
<br />L7
<br />L8
<br />92.15'
<br />58.62'
<br />113.84'
<br />85.51'
<br />5.69'
<br />108.82'
<br />42.99'
<br />57.12'
<br />L9 48.90'
<br />LIO 142.88'
<br />CURVE TABLE
<br />DETAIL 'D': NOT TO SCALE
<br />---------------------
<br />I I
<br />I I
<br />I I
<br />I I
<br />I I
<br />I I
<br />i I
<br />I I
<br />I I
<br />I I
<br />I I
<br />I 14 i
<br />I N890 53' 38"W 1
<br />0.69'
<br />I I
<br />i I
<br />I I
<br />i I
<br />I I
<br />I i
<br />I
<br />L---------------------- i
<br />DIRECTION
<br />N49 ° 30' 45 "E
<br />N490 31' 18"E
<br />N430 29' 15 "W
<br />N430 29' 15"W
<br />N500 03' 22"W
<br />N500 03' 22"W
<br />NO° 00' 06"E
<br />N520 30' 36"W
<br />N890 53' 29"W
<br />N520 30' 36"W
<br />RECORD LENGTH
<br />(92.36')
<br />(58.79' )
<br />(113.84')
<br />(85.35')
<br />(5.70')
<br />(108.74')
<br />[42.87']
<br />[49.43' ]
<br />RECORD DIRECTION
<br />N490
<br />30' 00" E
<br />N490
<br />30' 00"E
<br />N430
<br />26' 45"W
<br />N430
<br />26' 45"W
<br />N500
<br />05' 43"W
<br />N500
<br />05' 43"W
<br />NORTH
<br />N890 53' 38"W
<br />MONUMENT TABLE
<br />FOUND 112" IRON PIPE, FLUSH, FOUND MCSR 20989
<br />2 FOUND 112" IRON ROD, DOWN 0.5% FOUND MCSR 26770
<br />3 FOUND 112" IRON ROD, DOWN 0.5', FOUND MCSR 26770
<br />4 FOUND 112" IRON ROD, DOWN 0.6% FOUND MCSR 26770
<br />5 FOUND 112" IRON PIPE, BENT, DOWN 0.85', FOUND MCSR 26770
<br />6 FOUND 112" IRON PIPE, BENT, POE FALLS 0.59' S & 0.59'E, DOWN 0.75',
<br />FOUND MCSR 26770
<br />7 FOUND 112" IRON PIPE, FLUSH, FOUND MCSR 26770
<br />8 FOUND 112" IRON PIPE, BENT, POE FALLS 0.19'E, DOWN 0.6', FOUND
<br />MCSR 26770
<br />9 FOUND 5/8" IRON ROD, FLUSH, SET MCSR 26770
<br />10 FOUND 112" IRON PIPE, BENT, FLUSH, FOUND MCSR 26770
<br />II IFOUND 5/8" IRON ROD WITH YPC MARKED "AA SURVEYING", FLUSH, SET
<br />HWY22 STA: 454+00, R-130
<br />12 (FOUND 5/8" IRON ROD WITH YPC MARKED "ANDREWS PLS 1526
<br />SURVEYING", FLUSH, FOUND MCSR 26770
<br />13 I FOUND 5/8" IRON ROD WITH YPC MARKED "AA SURVEYING", FLUSH, SET
<br />HWY22 STA: 452+00, R-130
<br />14 FOUND 112" IRON PIPE, FLUSH, FOUND MCSR 26770
<br />15 FOUND 112" IRON PIPE, FLUSH, FOUND MCSR 26770
<br />16 FOUND 112" IRON PIPE, BENT, DOWN 0.2', FOUND MCSR 26770
<br />17 FOUND 112" IRON PIPE, FLUSH, FOUND MCSR 26770
<br />18 FOUND 112" IRON PIPE, FLUSH, FOUND MCSR 26770
<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 />66.23'
<br />87.26'
<br />430 29' 09"
<br />N210 44' 41"W
<br />64.65'
<br />(64.60
<br />(N210 43' 05"W)
<br />C2
<br />43.46'
<br />57.26'
<br />430 29' 09"
<br />N210 44' 41"W
<br />42.42'
<br />(42.40')
<br />(N210 43' 05"W)
<br />C3
<br />13.10'
<br />17.26'
<br />430 29' 09"
<br />N210 44' 41"W
<br />12.79'
<br />(27.59')
<br />(N210 43' 05"W)
<br />C4
<br />1219.28'
<br />11459.16'
<br />60 05' 47"
<br />N480 50' 12"W
<br />1218.70'
<br />(1218.89)
<br />(N500 31' 10"W)
<br />LEGEND:
<br />REGISTERED
<br />PROFESSIONAL
<br />SUR EYOR
<br />ENGINEERING
<br />LEI& SURVEYING
<br />OF OREGON
<br />2564 19TH ST. SE TEL 503-399-3828
<br />SALEM, OR. 97302 FAX 503-365-1852
<br />PROJECT:
<br />15-391
<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: MCSR 29895
<br />[ ] RECORD DISTANCE: MCSR 26770
<br />MCSR MARION COUNTY SURVEY RECORD
<br />YPC YELLOW PLASTIC CAP POE POINT OF ENTRY
<br />N/S NORTH/SOUTH CALC CALCULATED
<br />DRAWING No.:
<br />15-391_ROS.DWG
<br />CLIENTKARLA OCHOA
<br />5570 FILBERT CREEK LANE
<br />SALEM, OR 97317
<br />8-4-2022: FIELD DATE:
<br />OREGON
<br />JANUARY 17, 1995
<br />L. M. AA8LLEN
<br />2:1
<br />EXPIRES IM1=3
<br />SCALE:
<br />NO SCALE
<br />DRAWN:
<br />P. HELIKSON
<br />FIELD:
<br />J. VAN AGTMAEL
<br />PAGE:
<br />2 OF 2
<br />CALC'D:
<br />L.M. ALLEN
<br />CHECKED:
<br />L.M. ALLEN
<br />MCSR 39721
<br />
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