|
14
<br />12
<br />TUR�'ER
<br />13
<br />20
<br />DATE OF SURVEY:
<br />OCTOBER 14, 2020
<br />SCALE: 1 " = 60'
<br />CARTER ADDITION
<br />Northwest 1/4, Southwest 1/4, Section 28 & Northeast 1/4, Southeast
<br />Township 8 South, Range 2 West, Willamette Meridian
<br />City of Turner, Marion County, Oregon
<br />Property Owner: Turner Retirement Homes, Inc.
<br />1/4 CORNER, SEC.
<br />29/28> T8S. R2W.
<br />Cedar Street SE
<br />(PUBLIC RIGHT OF WAY) 0
<br />M
<br />10
<br />D
<br />E IG TS
<br />S ,5_008
<br />i I
<br />S15-008
<br />(N89'33'30"E €153.44'j)
<br />N89'35'47"E 153.44'
<br />w
<br />REGISTERED cry
<br />PROFESSIONAL ,
<br />0
<br />LAND SURVEYOR 0
<br />OREGON
<br />JANUARY 13, 2004
<br />CORBEY BOATWRIGHT
<br />41562
<br />EXPIRES: DEC. 31, 2021
<br />S15-008
<br />(1\189'33'30"E €153.44'j)
<br />N89'35'47"E 153.58'
<br />N89'35'47"E 483.60'
<br />(N89'33'30"E 483.60')
<br />S15-008
<br />o
<br />`q� Cedar
<br />O
<br />7 o 3: 1
<br />Oro
<br />' N
<br />o . N
<br />00
<br />zo
<br />Street
<br />(PRIVATE)
<br />60'
<br />W
<br />5 , �-NERMTUR
<br />(' �N O C.)
<br />C° q-
<br />< coo 2 Ct
<br />0 0 BLOCK 2 '� ,
<br />°° w O S37-049 � Q
<br />w0M 0 0 >
<br />SE e
<br />IN
<br />MEMORIAL
<br />S 3_0049
<br />0
<br />2
<br />i/4, section zs
<br />PARK
<br />(S21 -21'10"E)
<br />(139.61')
<br />S37-049
<br />I S37-049
<br />BLOCK 3 (N89'58'16"W 334.05')
<br />S89'55'35"E 333.96'
<br />S37-049 (110.00')
<br />70.00'* �110.00'�
<br />PAGE 1 OF 5
<br />LINE TABLE
<br />Line #
<br />Direction
<br />Length
<br />L1
<br />S00'
<br />22'
<br />00"E
<br />18.42'
<br />L2
<br />N89'
<br />55'
<br />35"W
<br />14.50'
<br />L3
<br />S00'
<br />22'
<br />00"E
<br />120.35'
<br />L4
<br />S89'
<br />55'
<br />35"E
<br />8.01'
<br />L5
<br />S00'
<br />22'
<br />22"E
<br />26.09'
<br />L6
<br />S21'
<br />03'
<br />48"E
<br />63.68'
<br />L7
<br />S89'
<br />55'
<br />35"E
<br />88.26'
<br />L8
<br />N42*
<br />08'
<br />48"E
<br />40.58'
<br />L9
<br />S00'
<br />22'
<br />00"E
<br />50.00'
<br />L10
<br />S00'
<br />22'
<br />00"E
<br />30.00'
<br />L11
<br />N00'
<br />22'
<br />00"W
<br />38.81'
<br />S37-049
<br />(154.05')
<br />153.9 6'�
<br />Q N V)o
<br />RECORD
<br />(N89'58'16"W)
<br />CURVE
<br />7 �
<br />€ j
<br />S37-049
<br />0 o
<br />i*
<br />122.50'
<br />11
<br />132.25' j I j79.21'
<br />N
<br />Mo
<br />S89 55 3 * E
<br />S06'
<br />�
<br />37"E
<br />(N89:58',16';W)
<br />opt �
<br />0
<br />C2
<br />S71
<br />19'
<br />0
<br />z
<br />O IRV
<br />0 00
<br />100.00 3
<br />45.00'
<br />C3
<br />N36'
<br />S89 55 35 E
<br />`^�' cn
<br />tri
<br />23.21'
<br />�
<br />� I
<br />v I I
<br />S15-008
<br />50'
<br />25"W
<br />0100.00'*
<br />30.14'
<br />25.00'
<br />N
<br />9
<br />0
<br />o
<br />0 8 I`
<br />5
<br />(N89'33'30"E €176.72')
<br />,
<br />I _N
<br />S37-049
<br />N
<br />0
<br />o
<br />31,
<br />-
<br />66.70'
<br />8�
<br />0
<br />15,313 SF
<br />N
<br />,ri 15,423 SF
<br />- N89 35 47 E 176.58
<br />FROM SET MON.
<br />(N89-58'16 W)
<br />0
<br />r-
<br />o
<br />00
<br />N
<br />N
<br />I I
<br />3
<br />�L2 �
<br />100.00'*
<br />S89'S5'35"E
<br />z
<br />Q�
<br />N
<br />0
<br />N
<br />N00'22'00"W
<br />zz
<br />�
<br />I
<br />O
<br />oo _
<br />S37049
<br />00
<br />0
<br />3.00 FROM
<br />I
<br />Prepared by. N,
<br />Boatwright Engineering, Inc. -3 1'
<br />34"w
<br />2613 12th Street SE 3.39'
<br />Salem, Oregon 97302
<br />RECORD
<br />DEEDS
<br />CURVE
<br />TABLE
<br />€ j
<br />V.178,
<br />Curve
<br />R.2216,
<br />P.77
<br />Chord
<br />V.225,
<br />Arc
<br />Length
<br />Radius
<br />C1
<br />S06'
<br />56'
<br />37"E
<br />10.31'
<br />10.33'
<br />45.00'
<br />C2
<br />S71
<br />19'
<br />55"E
<br />76.17'
<br />90.81'
<br />45.00'
<br />C3
<br />N36'
<br />04'
<br />48"E
<br />22.95'
<br />23.21'
<br />45.00'
<br />C4
<br />S55'
<br />50'
<br />25"W
<br />28.35'
<br />30.14'
<br />25.00'
<br />C5
<br />N44'
<br />51'
<br />13"E
<br />28.39'
<br />31.57'
<br />20.00'
<br />C6
<br />S08'
<br />09'
<br />25"W
<br />66.70'
<br />66.94'
<br />225.00'
<br />Prepared by. N,
<br />Boatwright Engineering, Inc. -3 1'
<br />34"w
<br />2613 12th Street SE 3.39'
<br />Salem, Oregon 97302
<br />BRIDGE 5,1V1a2o„w 31135
<br />INITIAL o TRUE CORNER I
<br />CORNER S89 55 35 E o z (S89 58 16 E) z
<br />114.50
<br />60.00 100.00 * 122.50 102.21
<br />2 \ 160.00' S89'5535"E 3.00' FROM TRUE CORNER w
<br />13 406 SF - - - - S89'5535"E 384.71' - - - - o - '
<br />rn �1 o
<br />000 r- Cedar Place SE (PRIVATE STREET & UTILITY EASEMENT) .�1 7
<br />o N S89'55'35"E 212.81' �`op��� /j40 510 SF N
<br />O
<br />`V C1 C4 62.81' 75.00' 75.00' o
<br />O L8 � 'Co
<br />I
<br />L4 O 0ff) C3 � 0 ,
<br />O - o cn 0 - 000, / / 10 CITY OF SALEM
<br />L5 N N L7 C 4 0 0 5 N o; 6 EA SEMEN T AL ONG
<br />1 0 0 0 _ 12,374 SF o N 9,710 SF o 9,775 SF o, I NA TURAL WA TER WA Y
<br />4.24 AC I z 3 o 0 z 0 FDR FRA NZEN
<br />1� RESER VOIR O VERFL OW
<br />SURVEYS USED:
<br />MCSR 8597
<br />MCSR 8725
<br />MCSR 9030
<br />MCSR 10750
<br />MCSR 37604
<br />S15-008
<br />S37-049
<br />PP2005-45
<br />PP2006-14
<br />Zo
<br />0
<br />rn
<br />wrn
<br />000
<br />O�
<br />N
<br />N
<br />0
<br />r -i
<br />Q01
<br />4
<br />N�5.4,11„�
<br />M
<br />97 39,
<br />MAI
<br />0
<br />0
<br />16,813 SF :`� '� N89'15'30'W z N00'22'00"W N00'22'00"W N ` ` TO MIL CREEK
<br />OFFSET MONUMENTS -
<br />AT SW CORNER LOT 9
<br />DUE TO CEDAR TREE
<br />o °'1.25 FROM 3.00' FROM o
<br />0 7.00 FROM TRUE CORNER TRUE CORNER \� \ V. 440, P. 735 AT SOUTH CORNERS
<br />TRUE CORNER $ OF LOT 5 DUE TO
<br />173.21'BOULDERS
<br />100.02 75.01 75.01 170.80'
<br />LEGEND
<br />INITIAL CORNER
<br />N89'15'30"W 594.05' S89'15'30'E
<br />(N89'15'51 "W 594.15') S37-049
<br />SET 5/8" x 30" IRON ROD W/ YELLOW
<br />PLASTIC CAP MARKED "B.E.I. LS 41562"
<br />SET FLUSH WITH GROUND
<br />MONUMENTS FOUND
<br />- ALL MONUMENTS FOUND FLUSH WITH
<br />GROUND UNLESS OTHERWISE NOTED
<br />5/8" I.R., UP 0.3', MCSR 9030
<br />1/2" I.P., BENT SW, N35'06'20"W 0.22'
<br />FROM TRUE CORNER, S15-008
<br />1/2" I.P., S15-008
<br />5/8" I.R. W/ UNREADABLE YPC,
<br />S37-049
<br />2.00 FROM
<br />TRUE CORNER
<br />A5/8" I.R., S37-049
<br />3 1/2" BRASS DISK IN MON BOX MARKED
<br />6� "T8S R2W, 1/4 29/28, 6136OLS 2008",
<br />MCSR 37604
<br />5/8" I.R., S81'29'23"W 0.13' FROM
<br />TRUE CORNER, S37-049
<br />5/8" I.R. W/ YPC MARKED "RIVERSIDE
<br />ENGINEERING", S37-049
<br />5/8" I.R. BENT SW, MCSR
<br />S37-049
<br />5/8" I.R. W/ YPC MARKED "RIVERSIDE
<br />ENGINEERING", N42'33'31 "W 0.15'
<br />FROM TRUE CORNER, S37-049
<br />1 1/2" I.P. N89'15'30"W 0.78' FROM
<br />11 TRUE CORNER, DESCRIBED AS 1 1/2"
<br />I.P. 0.79' WEST FROM ACTUAL
<br />CORNER IN S37-049
<br />( )
<br />RECORD
<br />DEEDS
<br />USED:
<br />RECORD DISTANCE S37-049
<br />€ j
<br />V.178,
<br />P.54
<br />R.2216,
<br />P.77
<br />V.225,
<br />P.615
<br />R.2327,
<br />P.81
<br />WITH
<br />V.440,
<br />P.735
<br />R.2573,
<br />P.204
<br />MCSR
<br />V.500,
<br />P.306
<br />R.2777,
<br />P.3
<br />SUBDIVISION
<br />V.654,
<br />P.327
<br />R.3768,
<br />P.134
<br />EASEMENT
<br />R.1699,
<br />P.503
<br />R.4449,
<br />P.126
<br />R.1699,
<br />P.505
<br />R.4533,
<br />P.107
<br />R.1871,
<br />P.57
<br />R. 4533,
<br />P.108
<br />1' SQUARE WOOD
<br />R.1921,
<br />P.72
<br />R.4533,
<br />P.109
<br />FENCE CORNER
<br />N41'43'W 1.37'
<br />FROM SET MON.
<br />BRIDGE 5,1V1a2o„w 31135
<br />INITIAL o TRUE CORNER I
<br />CORNER S89 55 35 E o z (S89 58 16 E) z
<br />114.50
<br />60.00 100.00 * 122.50 102.21
<br />2 \ 160.00' S89'5535"E 3.00' FROM TRUE CORNER w
<br />13 406 SF - - - - S89'5535"E 384.71' - - - - o - '
<br />rn �1 o
<br />000 r- Cedar Place SE (PRIVATE STREET & UTILITY EASEMENT) .�1 7
<br />o N S89'55'35"E 212.81' �`op��� /j40 510 SF N
<br />O
<br />`V C1 C4 62.81' 75.00' 75.00' o
<br />O L8 � 'Co
<br />I
<br />L4 O 0ff) C3 � 0 ,
<br />O - o cn 0 - 000, / / 10 CITY OF SALEM
<br />L5 N N L7 C 4 0 0 5 N o; 6 EA SEMEN T AL ONG
<br />1 0 0 0 _ 12,374 SF o N 9,710 SF o 9,775 SF o, I NA TURAL WA TER WA Y
<br />4.24 AC I z 3 o 0 z 0 FDR FRA NZEN
<br />1� RESER VOIR O VERFL OW
<br />SURVEYS USED:
<br />MCSR 8597
<br />MCSR 8725
<br />MCSR 9030
<br />MCSR 10750
<br />MCSR 37604
<br />S15-008
<br />S37-049
<br />PP2005-45
<br />PP2006-14
<br />Zo
<br />0
<br />rn
<br />wrn
<br />000
<br />O�
<br />N
<br />N
<br />0
<br />r -i
<br />Q01
<br />4
<br />N�5.4,11„�
<br />M
<br />97 39,
<br />MAI
<br />0
<br />0
<br />16,813 SF :`� '� N89'15'30'W z N00'22'00"W N00'22'00"W N ` ` TO MIL CREEK
<br />OFFSET MONUMENTS -
<br />AT SW CORNER LOT 9
<br />DUE TO CEDAR TREE
<br />o °'1.25 FROM 3.00' FROM o
<br />0 7.00 FROM TRUE CORNER TRUE CORNER \� \ V. 440, P. 735 AT SOUTH CORNERS
<br />TRUE CORNER $ OF LOT 5 DUE TO
<br />173.21'BOULDERS
<br />100.02 75.01 75.01 170.80'
<br />LEGEND
<br />INITIAL CORNER
<br />N89'15'30"W 594.05' S89'15'30'E
<br />(N89'15'51 "W 594.15') S37-049
<br />SET 5/8" x 30" IRON ROD W/ YELLOW
<br />PLASTIC CAP MARKED "B.E.I. LS 41562"
<br />SET FLUSH WITH GROUND
<br />MONUMENTS FOUND
<br />- ALL MONUMENTS FOUND FLUSH WITH
<br />GROUND UNLESS OTHERWISE NOTED
<br />5/8" I.R., UP 0.3', MCSR 9030
<br />1/2" I.P., BENT SW, N35'06'20"W 0.22'
<br />FROM TRUE CORNER, S15-008
<br />1/2" I.P., S15-008
<br />5/8" I.R. W/ UNREADABLE YPC,
<br />S37-049
<br />2.00 FROM
<br />TRUE CORNER
<br />A5/8" I.R., S37-049
<br />3 1/2" BRASS DISK IN MON BOX MARKED
<br />6� "T8S R2W, 1/4 29/28, 6136OLS 2008",
<br />MCSR 37604
<br />5/8" I.R., S81'29'23"W 0.13' FROM
<br />TRUE CORNER, S37-049
<br />5/8" I.R. W/ YPC MARKED "RIVERSIDE
<br />ENGINEERING", S37-049
<br />5/8" I.R. BENT SW, MCSR
<br />S37-049
<br />5/8" I.R. W/ YPC MARKED "RIVERSIDE
<br />ENGINEERING", N42'33'31 "W 0.15'
<br />FROM TRUE CORNER, S37-049
<br />1 1/2" I.P. N89'15'30"W 0.78' FROM
<br />11 TRUE CORNER, DESCRIBED AS 1 1/2"
<br />I.P. 0.79' WEST FROM ACTUAL
<br />CORNER IN S37-049
<br />( )
<br />RECORD
<br />*
<br />RECORD DISTANCE S37-049
<br />€ j
<br />CALCULATED
<br />I.R.
<br />IRON ROD
<br />I.P.
<br />IRON PIPE
<br />W/
<br />WITH
<br />YPC
<br />YELLOW PLASTIC
<br />CAP
<br />MCSR
<br />MARION COUNTY
<br />SURVEY OF RECORD
<br />S##-###
<br />MARION COUNTY
<br />SUBDIVISION
<br />BOTP
<br />BOOK OF TOWN
<br />PLAT
<br />ESMT
<br />EASEMENT
<br />R. P.
<br />REEL, PAGE
<br />MARION COUNTY
<br />DEED RECORDS
<br />V. P.
<br />VOLUME, PAGE
<br />MARION COUNTY
<br />DEED RECORDS
<br />ROW
<br />RIGHT-OF-WAY
<br />
|