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0' 40' 80'
<br />SCALE: 1 INCH = 40 FEET
<br />—30'
<br />SHEET INDEX
<br />SHEET 1 - CASE N0. PLA21-24
<br />SHEET 2 - CASE N0. PLA21-25
<br />0
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<br />MONUMENT LIST o Q
<br />u-
<br />m IP
<br />1 (6)
<br />N
<br />0
<br />B IP
<br />1" (6)
<br />�
<br />rn
<br />C IR
<br />5/8", DOWN
<br />0.4'
<br />(8)
<br />D IR
<br />5/8", DOWN
<br />0.3'
<br />(8)
<br />BEARS
<br />S89'53'46"W,
<br />0.24' FROM
<br />LANSING
<br />AVENUE RIGHT OF WAY
<br />E IR
<br />5/8", DOWN
<br />0.6'
<br />(8)
<br />F IR
<br />5/8", DOWN
<br />1.2'
<br />(8)
<br />G IR
<br />5/8" (7)
<br />WYPC
<br />Z
<br />H IP
<br />1/2", DOWN
<br />0.8'
<br />(2)
<br />1 IP
<br />1/2" (4)
<br />w
<br />J IP
<br />1/2" (4)
<br />PLA
<br />PROPERTY LINE ADJUSTMENT
<br />K IP
<br />1/2", DOWN
<br />0.3'
<br />(1)
<br />L IP
<br />2", DOWN 0.8'
<br />(6)
<br />®
<br />SURVEY/DEED REFERENCES
<br />NOTE: ALL REFERENCES ARE FROM
<br />MARION COUNTY RECORDS
<br />(1) MCSR 15349
<br />(2) MCSR 23119
<br />(3) MCSR 25784
<br />(4) SILVER PARK ADDITION
<br />VOLUME 20, PAGE 4, B.O.T.P.
<br />(5) STARR SUBDIVISION
<br />VOLUME 30, PAGE 12 B.O.T.P.
<br />(6) STARR SUBDIVISION NO. 2
<br />VOLUME 30, PAGE 27 B.O.T.P.
<br />(7) DUVALL SUBDIVISION
<br />VOLUME 31, PAGE 34 B.O.T.P.
<br />(8) DIANE SUBDIVISION
<br />VOLUME 35, PAGE 46 B.O.T.P.
<br />MCSR 39609
<br />rn rn 00
<br />0
<br />[N89'18'E 196.18'C(8)]
<br />N89°53'46"E 196.09'
<br />t N 00'31 ' 39"E 30.00'
<br />- - [NO'02'45"W 30'(8)]-
<br />Lo
<br />ON
<br />PROPERTY A
<br />REEL 4610, PAGE 232
<br />00 CHURCH
<br />o TIS'T
<br />00 CARITAL R PON OF %8
<br />ME 607,RAGE4
<br />'VOLUME SF
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<br />WYPC
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<br />CURVE #
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<br />LANSING AVENUE
<br />EAST RIGHT OF WAY
<br />RECORD OF SURVEY
<br />FOR C.O.S. CASE NUMBER PLA21-24
<br />IN THE NE 1/4 OF SECTION 13, T.7S., R.3W., W.M.
<br />CITY OF SALEM, MARION COUNTY, OREGON
<br />DATE: JANUARY 21, 2022
<br />gp1V151ON
<br />O [N89'18'E 120.00'C(8)] Su
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<br />S �'RQ'dR"F 11Q R7'
<br />PROPERTY B
<br />REEL 4610, PAGE 232
<br />BAR -VAST CHURCH
<br />C p,R 1T A P ORTRSI ON OF
<br />E 7'20
<br />VOLUME 443,
<br />06541F
<br />1
<br />SORENSON CT.
<br />N89053'46"E 416.59'
<br />N89'53'46"E 386.59'
<br />[S89'18'W 386.59'C(1)]
<br />N89'47'00"E 275.00' [275'(1)]
<br />245.00'
<br />T1ST CHURCH
<br />CAR4TAL 8565, RAGE X89
<br />VOLUME
<br />S89'47'00"W 275.00' [275'(1)]
<br />245.00'
<br />304.14' [S89.13W 304.14'(6)]
<br />STARR SUBDIVISION
<br />NO. 2
<br />NARRATIVE 1
<br />[S89'18'W 541.83'C(1)]
<br />N89'52'40"E 541.27'_
<br />N89'52'40"E 511.27'
<br />[S89'18'W 511.83C(1)]
<br />in
<br />EXHIBIT 'C' OF
<br />REEL 4610, PAGE 232
<br />150,889 SF
<br />S89°47'00"W 511.64'
<br />[S89.13'W 512.03'C(1)]
<br />S89'47100"W 541.64'
<br />[S89°13'W 542.03'C(1)]
<br />THE PURPOSE OF THIS SURVEY IS TO COMPLETE TWO
<br />PROPERTY LINE ADJUSTMENT SURVEYS BETWEEN
<br />PROPERTIES OWNED BY CAPITAL BAPTIST CHURCH PER CITY
<br />OF SALEM PROPERTY LINE ADJUSTMENT CASE NUMBERS
<br />PLA21-24 AND PLA21-25.
<br />FOR MY BASIS OF BEARINGS, I HELD TE OREGON
<br />COORDINATE REFERENCE SYSTEM "SALE ZONE,
<br />NAD83(2011), EPOCH 2010.00, ESTABLISHED BY A TRIMBLE
<br />R12i GNSS RECEIVER UTILIZING THE OREGON REAL-TIME
<br />GNSS NETWORK BETWEEN MONUMENTS 'B' AND 'K' AS
<br />SHOWN.
<br />THE NORTH LINE OF SUBJECT PROPERTY, BEING ALSO THE
<br />SOUTH LINE OF SORENSON COURT, WAS RESOLVED BY
<br />HOLDING RECORD GEOMETRY, ALONG WITH MONUMENTS 'C',
<br />MCSR 39609
<br />CURVE TABLE
<br />CURVE #
<br />i LENGTH
<br />RADIUS
<br />DELTA
<br />CH. BEARING
<br />CH. LEN.
<br />Cl
<br />27.14'
<br />35.00'
<br />44'25'36"
<br />N67'40'58"E
<br />26.46'
<br />RECORD PER (8) [35.00'] [S67 -05'30"W] [26.46']
<br />Ponos D� ANE N
<br />R �5, vgo�\ s�p
<br />S �LOT 5
<br />[S89'18'W 85 21'(1)]
<br />G�
<br />u v ASL LEGEND
<br />p�v�S10� • FOUND MONUMENT AS NOTED
<br />518 WITHIN 0.20 OF SURFACE &
<br />LOT 2 HELD UNLESS NOTED OTHERWISE
<br />N89'36'46"E 85.16' © BLOCK 1 »
<br />r ,
<br />S89'08'15"E 15.00' 1
<br />[N89'180E 15.09'(3)]
<br />[15.09'(3)]
<br />0
<br />u
<br />0
<br />0
<br />LINE TO BET
<br />REMOVED
<br />0
<br />u
<br />N j 83.70' [83.70'(4)] J
<br />O
<br />© 266.64'
<br />1.
<br />207.50' [N89.13'E 207.52'C(5)]
<br />STARR SUBDIVISION
<br />'D', 'E' AND 'F', PER (8). A CHORD LENGTH OF 26.46 FEET
<br />WAS HELD PER (8) TO RESOLVE THE EASTERLY END OF
<br />CURVE 'Cl'. THE REMAINDER OF THE NORTH LINE WAS
<br />RESOLVED BY HOLDING SAID EASTERLY END OF 'Cl',
<br />MONUMENT 'G' AND 90.00 FEET NORTH OF MONUMENT 'H'
<br />PER (8) AND (3).
<br />THE EAST LINE WAS RESOLVED BY HOLDING MONUMENTS 'H',
<br />'K' AND 83.70 FEET WESTERLY OF MONUMENT 'J' PER (4).
<br />THE SOUTH LINE WAS RESOLVED BY HOLDING MONUMENTS
<br />'B', 'L' AND 'K' PER (5) AND (6).
<br />THE WEST LINE, BEING ALSO THE WEST LINE OF
<br />FAIRGROUND GARDEN WAS RESOLVED BY HOLDING PARALLEL
<br />WITH AND 30.00 FEET WEST OF THE EAST RIGHT OF WAY
<br />0
<br />R P ARK
<br />s\L�E ON
<br />Ap D
<br />OF LANSING AVENUE PER (1) AND (3). THE
<br />EAST RIGHT OF WAY OF LANSING AVENUE
<br />WAS RESOLVED BY HOLDING MONUMENTS
<br />'A', 'B' AND 'C' PER (6) AND (8).
<br />80.27' [80.27'(4)]
<br />0
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />1
<br />i
<br />OREGON
<br />SEPTEMBER 12, 2017
<br />STEVEN LEE HOWELL
<br />91569
<br />RENEWS: 6-30-2023
<br />O
<br />SET 5/8 x30 IR WYPC MARKED
<br />"HOWELL LS 91569", FLUSH
<br />S�L� �-� ON
<br />[DATA(#)]
<br />RECORD DATA & REFERENCE
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<br />CALCULATED DATA & REFERENCE
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<br />SQUARE FEET
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<br />IRON ROD
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<br />IRON PIPE
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<br />WYPC
<br />WITH YELLOW PLASTIC CAP
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<br />MCSR
<br />MARION COUNTY SURVEY RECORDS
<br />w
<br />z
<br />WATSON AVENUE
<br />PLA
<br />PROPERTY LINE ADJUSTMENT
<br />C.O.S.
<br />CITY OF SALEM
<br />0
<br />CH
<br />CHORD
<br />®
<br />MONUMENT REFERENCE
<br />u
<br />N j 83.70' [83.70'(4)] J
<br />O
<br />© 266.64'
<br />1.
<br />207.50' [N89.13'E 207.52'C(5)]
<br />STARR SUBDIVISION
<br />'D', 'E' AND 'F', PER (8). A CHORD LENGTH OF 26.46 FEET
<br />WAS HELD PER (8) TO RESOLVE THE EASTERLY END OF
<br />CURVE 'Cl'. THE REMAINDER OF THE NORTH LINE WAS
<br />RESOLVED BY HOLDING SAID EASTERLY END OF 'Cl',
<br />MONUMENT 'G' AND 90.00 FEET NORTH OF MONUMENT 'H'
<br />PER (8) AND (3).
<br />THE EAST LINE WAS RESOLVED BY HOLDING MONUMENTS 'H',
<br />'K' AND 83.70 FEET WESTERLY OF MONUMENT 'J' PER (4).
<br />THE SOUTH LINE WAS RESOLVED BY HOLDING MONUMENTS
<br />'B', 'L' AND 'K' PER (5) AND (6).
<br />THE WEST LINE, BEING ALSO THE WEST LINE OF
<br />FAIRGROUND GARDEN WAS RESOLVED BY HOLDING PARALLEL
<br />WITH AND 30.00 FEET WEST OF THE EAST RIGHT OF WAY
<br />0
<br />R P ARK
<br />s\L�E ON
<br />Ap D
<br />OF LANSING AVENUE PER (1) AND (3). THE
<br />EAST RIGHT OF WAY OF LANSING AVENUE
<br />WAS RESOLVED BY HOLDING MONUMENTS
<br />'A', 'B' AND 'C' PER (6) AND (8).
<br />80.27' [80.27'(4)]
<br />0
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />1
<br />i
<br />OREGON
<br />SEPTEMBER 12, 2017
<br />STEVEN LEE HOWELL
<br />91569
<br />RENEWS: 6-30-2023
<br />'—'R
<br />PARK
<br />:�.
<br />S�L� �-� ON
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<br />30' I 30'
<br />-
<br />coo
<br />_
<br />LnO
<br />NNo
<br />to
<br />z
<br />WATSON AVENUE
<br />0
<br />N z
<br />O
<br />C)
<br />_
<br />N89'55'09"E
<br />163.97' _
<br />u
<br />N j 83.70' [83.70'(4)] J
<br />O
<br />© 266.64'
<br />1.
<br />207.50' [N89.13'E 207.52'C(5)]
<br />STARR SUBDIVISION
<br />'D', 'E' AND 'F', PER (8). A CHORD LENGTH OF 26.46 FEET
<br />WAS HELD PER (8) TO RESOLVE THE EASTERLY END OF
<br />CURVE 'Cl'. THE REMAINDER OF THE NORTH LINE WAS
<br />RESOLVED BY HOLDING SAID EASTERLY END OF 'Cl',
<br />MONUMENT 'G' AND 90.00 FEET NORTH OF MONUMENT 'H'
<br />PER (8) AND (3).
<br />THE EAST LINE WAS RESOLVED BY HOLDING MONUMENTS 'H',
<br />'K' AND 83.70 FEET WESTERLY OF MONUMENT 'J' PER (4).
<br />THE SOUTH LINE WAS RESOLVED BY HOLDING MONUMENTS
<br />'B', 'L' AND 'K' PER (5) AND (6).
<br />THE WEST LINE, BEING ALSO THE WEST LINE OF
<br />FAIRGROUND GARDEN WAS RESOLVED BY HOLDING PARALLEL
<br />WITH AND 30.00 FEET WEST OF THE EAST RIGHT OF WAY
<br />0
<br />R P ARK
<br />s\L�E ON
<br />Ap D
<br />OF LANSING AVENUE PER (1) AND (3). THE
<br />EAST RIGHT OF WAY OF LANSING AVENUE
<br />WAS RESOLVED BY HOLDING MONUMENTS
<br />'A', 'B' AND 'C' PER (6) AND (8).
<br />80.27' [80.27'(4)]
<br />0
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />1
<br />i
<br />OREGON
<br />SEPTEMBER 12, 2017
<br />STEVEN LEE HOWELL
<br />91569
<br />RENEWS: 6-30-2023
<br />
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