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<br />T
<br />C.R.726
<br />\'C 0 U Nay
<br />W
<br />Z O 28
<br />LOT 1 LOT 8 LOT 7
<br />PRE- CONSTRUCTION RECORD OF SURVEY
<br />FOR: CITY OF SALEM
<br />LOCATED IN THE S.W. 1/4 OF SECTION 5, S.W. & S.E. 1/4 OF SECTION 6,
<br />T. 7 S., R. 2 W., W. M.
<br />CITY OF SALEM, MARION COUNTY, OREGON
<br />NOVEMBER 15, 2021
<br />�p,R 10-;V
<br />1105• R 2w
<br />P.I.
<br />•
<br />39+03.89
<br />C.R. 726
<br />�UN�
<br />30 I LOT 5
<br />PC 49+96.75
<br />LOT 6 (49+96.78)27
<br />N 72'49' 42"E 3.19'
<br />(3.26)1
<br />PT 49+93.57
<br />BL OCK 3,
<br />JAN REE ESTA TES NO. 2,
<br />VOLUME 27, PAGE 28,
<br />BOOK OF TOWN PLATS
<br />LOT 4
<br />HELD FOR P.I.
<br />v Z PC 48+14.16 (49+93.61)2 9 69'1-
<br />1 V (48+14.18)2 6 lg "� �_
<br />89 6 51+00.
<br />49+00 31 32
<br />S89'14'51 "E 2799.82'(S89'10'30"E 2798.89' CALC)i C3 42'1 50+00 •
<br />_ -
<br />200-89'(S89 32'E 200.92')11] - _ 0 44,90• 1$3'28
<br />D 46+00� 28 47+00 48+00 29 90.44' (90.42')1 9 ,49.42E 0»E)1
<br />o o 30 .532 c 1
<br />HELD FOR P.I.---""CPL
<br />pT 1, N LOT 58, N 4418, LOT 60, LOT 3
<br />CNIRMA 5, CNIRM S, EEL 31 1, CCH/RMAN
<br />SESTA 34,
<br />VOLS M E 5,
<br />PAOK OETS
<br />g04 PLA
<br />TO
<br />SESTATE 34,
<br />VOLUME15,
<br />PAGEF
<br />P TOWN
<br />6 ATS
<br />RPAGE OP 52, ES TA TES,
<br />M� REEL 2 340, VOLUME 34,
<br />PAGE 0p PAGE 15,
<br />M� BOOK OF TOWN
<br />PLA TS
<br />LOT 3
<br />LOT 2
<br />LOT 1
<br />BL OCK 1,
<br />JAN REE ES TA TES,
<br />VOLUME 27, PAGE 12,
<br />BOOK OF TOWN PLA TS
<br />REEL 3439,
<br />PAGE 321, MCDR LOT 11
<br />LOT 10
<br />LOT 9
<br />MCSR 39564
<br />SHEET 4 OF 5
<br />SCALE: 1 " = 60'
<br />MCSR 39564
<br />.726
<br />U N�
<br />LEGEND:
<br />All monuments, found or set, are within 0.20' of ground surface unless noted otherwise.
<br />• = Found monument (see found monument table)
<br />( )1 = Data of record per MCSR 2568
<br />( )2 = Data of record per MCSR 38933 PC = Point of Curvature
<br />MCDR = Marion County Deed Records PT = Point of Tangency
<br />MCSR = Marion County Survey Records R/W = Right of Way
<br />q- = Centerline I.R. = Iron Rod
<br />P.I. = Point of Intersection
<br />CURVE TABLE
<br />CURVE #
<br />RADIUS
<br />35
<br />37
<br />CHORD BEARING & DISTANCE
<br />FOUND
<br />MONUMENT
<br />TABLE
<br />179.40'
<br />POINT #
<br />NORTHING
<br />EASTING
<br />STATION
<br />OFFSET
<br />-
<br />(C3)2
<br />572.96'
<br />DESCRIPTION
<br />PC 66+33.66
<br />28
<br />N89'43'42"E 1548.56' (N89'48'20"E
<br />1548.29' CALC)1
<br />1,
<br />(66+33.76400
<br />' 34 52+00
<br />53+00 54+00
<br />55+00 - 56
<br />1.1', SET IN MCSR 2568
<br />�-89.66'LPT 51 +74.82
<br />252.61'(250.26')1 39
<br />1206.24'(1208.34' CALC)1
<br />40 HELD FOR
<br />(89.69')l (51+74.84)2
<br />38 HA YESVILLE
<br />R NE -COUNTY ROAD
<br />D
<br />726
<br />2568, BEARS S22'42'51 "E 0.01'
<br />FROM CALCULATED PC
<br />30
<br />239430.60
<br />192650.08
<br />49+03.86
<br />7.09' RT
<br />3" BRASS
<br />W
<br />BOX, DOWN
<br />0.8', SET IN MCSR 2568
<br />LOT 2
<br />pC:)
<br />LOT 1
<br />LOT 1 LOT 2 LOT 3
<br />49+93.56
<br />00.04' LT
<br />Z I -zi
<br />ROD, DOWN 0.6', SET IN MCSR
<br />40
<br />FROM CALCULATED PT
<br />BL OCK 1,
<br />239458.32
<br />192739.57
<br />Mp,R 10
<br />00.06' LT
<br />PARKDALE ADD/TION,
<br />VOLUME 18, PAGE 11,
<br />Q
<br />BLOCK 4,
<br />PARKDALE ADD/T/ON NO. 2,
<br />5, R. 2 �1!
<br />N25'09'11 "E 0.09' FROM CALCULATED PC
<br />BOOK OF TOWN PLATS
<br />p
<br />VOLUME 20, PAGE 34,
<br />P.C.
<br />6.62' LT
<br />5/8" IRON
<br />V
<br />I
<br />BOOK OF TOWN PLATS
<br />34
<br />239485.13
<br />30 4O
<br />51+74.82
<br />66+32.76
<br />BOLT WITH 1" SQUARE NUT, BENT,
<br />TIED WHERE
<br />VERTICAL, DOWN 0.6', SET IN MCSR
<br />2568 (SHOWS I.R.), BEARS 585'25'16"E 0.05' FROM CALC. PT
<br />35
<br />239515.58
<br />MCSR 39564
<br />.726
<br />U N�
<br />LEGEND:
<br />All monuments, found or set, are within 0.20' of ground surface unless noted otherwise.
<br />• = Found monument (see found monument table)
<br />( )1 = Data of record per MCSR 2568
<br />( )2 = Data of record per MCSR 38933 PC = Point of Curvature
<br />MCDR = Marion County Deed Records PT = Point of Tangency
<br />MCSR = Marion County Survey Records R/W = Right of Way
<br />q- = Centerline I.R. = Iron Rod
<br />P.I. = Point of Intersection
<br />CURVE TABLE
<br />CURVE #
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />CHORD BEARING & DISTANCE
<br />FOUND
<br />MONUMENT
<br />TABLE
<br />179.40'
<br />POINT #
<br />NORTHING
<br />EASTING
<br />STATION
<br />OFFSET
<br />-
<br />(C3)2
<br />572.96'
<br />DESCRIPTION
<br />179.43'
<br />28
<br />239434.43
<br />192358.77
<br />46+13.27
<br />00.00'
<br />3" BRASS
<br />CAP IN MONUMENT
<br />BOX, DOWN
<br />1.1', SET IN MCSR 2568
<br />178.07'
<br />29
<br />239431.78
<br />192559.65
<br />48+14.17
<br />00.01' RT
<br />5/8" IRON
<br />ROD, DOWN 0.8', SET IN MCSR
<br />2568, BEARS S22'42'51 "E 0.01'
<br />FROM CALCULATED PC
<br />30
<br />239430.60
<br />192650.08
<br />49+03.86
<br />7.09' RT
<br />3" BRASS
<br />CAP IN MONUMENT
<br />BOX, DOWN
<br />0.8', SET IN MCSR 2568
<br />31
<br />239457.34
<br />192736.47
<br />49+93.56
<br />00.04' LT
<br />5/8" IRON
<br />ROD, DOWN 0.6', SET IN MCSR
<br />2568, BEARS N26'25'19"W 0.04'
<br />FROM CALCULATED PT
<br />32
<br />239458.32
<br />192739.57
<br />49+96.81
<br />00.06' LT
<br />5/8" IRON
<br />ROD WITH FLARED
<br />TOP, DOWN
<br />0.8', SET IN MCSR 2568, BEARS
<br />N25'09'11 "E 0.09' FROM CALCULATED PC
<br />33
<br />239484.71
<br />192825.19
<br />50+85.76
<br />6.62' LT
<br />5/8" IRON
<br />ROD WITH YELLOW
<br />PLASTIC CAP, UNREADABLE, DOWN 0.3', SET IN
<br />MCSR 33156
<br />34
<br />239485.13
<br />192914.90
<br />51+74.82
<br />00.00'
<br />BOLT WITH 1" SQUARE NUT, BENT,
<br />TIED WHERE
<br />VERTICAL, DOWN 0.6', SET IN MCSR
<br />2568 (SHOWS I.R.), BEARS 585'25'16"E 0.05' FROM CALC. PT
<br />35
<br />239515.58
<br />192999.47
<br />52+59.53
<br />30.04' LT
<br />5/8" IRON
<br />ROD, SET IN [6]
<br />36
<br />239625.77
<br />192999.24
<br />52+59.83
<br />140.23' LT
<br />5/8" IRON
<br />ROD, SET IN [6]
<br />37
<br />239515.93
<br />193084.25
<br />53+44.31
<br />29.99' LT
<br />2" IRON PIPE, DOWN 1.4, SET
<br />IN [6]
<br />38
<br />239456.85
<br />193126.01
<br />53+85.80
<br />29.28' RT
<br />1/2" IRON
<br />PIPE, SET IN MCSR
<br />6663
<br />39
<br />239486.36
<br />193167.50
<br />54+27.42
<br />00.02' LT
<br />BOLT WITH
<br />1" SQUARE NUT, BENT, TIED WHERE VERTICAL, DOWN 0.8', SET
<br />IN MCSR 2568
<br />40
<br />239492.05
<br />194373.73
<br />66+33.66
<br />00.00'
<br />3" BRASS
<br />CAP IN MONUMENT
<br />BOX, DOWN
<br />1.0', SET IN MCSR 2568
<br />MCSR 39564
<br />.726
<br />U N�
<br />LEGEND:
<br />All monuments, found or set, are within 0.20' of ground surface unless noted otherwise.
<br />• = Found monument (see found monument table)
<br />( )1 = Data of record per MCSR 2568
<br />( )2 = Data of record per MCSR 38933 PC = Point of Curvature
<br />MCDR = Marion County Deed Records PT = Point of Tangency
<br />MCSR = Marion County Survey Records R/W = Right of Way
<br />q- = Centerline I.R. = Iron Rod
<br />P.I. = Point of Intersection
<br />CURVE TABLE
<br />CURVE #
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />CHORD BEARING & DISTANCE
<br />C3
<br />573.47'
<br />17'55'27"
<br />179.40'
<br />N81 *47'26"E 178.67'
<br />(C3)1
<br />572.96'
<br />17'56'10"
<br />179.36'
<br />-
<br />(C3)2
<br />572.96'
<br />17'56'33"
<br />179.43'
<br />N81'47'01 "E 178.69'
<br />C4
<br />603.53'
<br />16'54'00"
<br />178.02'
<br />N81 *16'42"E 177.37'
<br />(C4)1
<br />603.11'
<br />16'55'
<br />178.07'
<br />-
<br />(C4)2
<br />603.11'
<br />16'54'59"
<br />178.07'
<br />S81 *16'14"W 177.42'
<br />BARKER
<br />SURVEYING
<br />3657 KASHMIR WAY SE
<br />SALEM, OREGON 97317
<br />PHONE (503) 588-8800
<br />FAX (503) 363-2469
<br />EMAIL: I NFOOBARKERWILSON. COM
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />ORE G O N
<br />JULY 19, 1994
<br />GREGORY L. WH SON
<br />2687
<br />EXPIRES: 6/30/2022
<br />
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