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PRE- CONSTRUCTION RECORD OF
<br />LOCATED IN THE SOUTHEAST ONE-QUARTER OF SECTION
<br />SOUTHWEST ONE-QUARTER OF SECTION 23, TOWNSHIP 7 SOUTH,
<br />CITY OF SALEM, MARION COUNTY, OREGON
<br />SURVEYED: JANUARY 20, 2021
<br />SURVEY
<br />22 AND THE
<br />RANGE 3 WEST, W.M.
<br />FOUND MONUMENT TABLE (STATIONING PER UNION STREET NE)
<br />POINT
<br />NORTHING
<br />EASTING
<br />STATION
<br />OFFSET
<br />ORIGIN
<br />DESCRIPTION
<br />101
<br />223303.74
<br />176137.37
<br />12+76.99
<br />42.84 L
<br />MCSR 38531
<br />FD 5/8" IR W/OPC INSCRIBED "OBEC CONTROL"
<br />108
<br />221449.88
<br />177507.70
<br />31+89.88
<br />1243.80 R
<br />MCSR 37888
<br />FD 1" BP INSCRIBED "BARKER PLS 636", (HELD) AS 49.50' OFFSET
<br />115
<br />221642.32
<br />176678.28
<br />23+43.97
<br />1340.80 R
<br />MCSR 33726SO40
<br />CITY MONUMENT, FD STONE WITH "X" IN MBOX, (HELD)
<br />120
<br />221899.73
<br />176244.23
<br />18+48.71
<br />1243.94 R
<br />MCSR 38075
<br />FD 1" BP INSCRIBED "WILSON PLS 2687", (HELD) AS 47.50' OFFSET
<br />121
<br />222419.66
<br />176048.50
<br />14+89.89
<br />819.81 R
<br />MCSR 38075
<br />FD 1" BP INSCRIBED "WILSON PLS 2687", (HELD) AS 41.58' OFFSET
<br />124
<br />222731.94
<br />175689.50
<br />10+46.93
<br />646.09 R
<br />MCSR 12866
<br />FD TACK IN LEAD, (HELD) AS 46.50' OFFSET
<br />126
<br />223629.02
<br />175906.45
<br />9+50.32
<br />271.79 L
<br />MCSR 31409
<br />FD 5/8" IR W/YPC INSCRIBED "LS 1831", UP 0.30', (HELD) AS 49.50' OFFSET
<br />127
<br />223330.68
<br />176081.76
<br />12+15.56
<br />49.56 L
<br />MCSR 22443
<br />FD 5/8" IR
<br />128
<br />223249.14
<br />176015.17
<br />11+80.20
<br />49.60 R
<br />O.U., FD BY MCSR 38531
<br />FD 1/2" IR IN CONCRETE, BENT SOUTH, TIED AT BEND WHERE ENTERS CONCRETE
<br />129
<br />223231.83
<br />176064.21
<br />12+32.20
<br />49.44 R
<br />MCSR 23264
<br />FD 5/8" IR
<br />130
<br />223474.91
<br />175676.61
<br />7+85.51
<br />49.50 L
<br />MCSR 31409
<br />FD 5/8" IR W/YPC, ILLEGIBLE, DOWN 0.30', (HELD) AS 49.50' OFFSET
<br />133
<br />223867.67
<br />176571.49
<br />14+96.74
<br />719.73 L
<br />PARTITION PLAT 2020-005
<br />FD 5/8" IR W/YPC INSCRIBED "WILSON PLS 2687", (HELD) AS 49.50' OFFSET
<br />136
<br />223347.41
<br />176034.70
<br />11+65.62
<br />49.53 L
<br />MCSR 32387
<br />FD 5/8" IR
<br />137
<br />223319.01
<br />176111.11
<br />12+47.13
<br />48.42 L
<br />MCSR 38531
<br />FD MAGNAIL WITH WASHER INSCRIBED "OBEC CONTROL"
<br />138
<br />223224.70
<br />176383.28
<br />15+35.16
<br />50.89 L
<br />MCSR 14168
<br />FD 3/4" IP IN CONCRETE
<br />139
<br />223175.11
<br />176519.25
<br />16+79.88
<br />49.79 L
<br />MCSR 33366
<br />FD 5/8" IR BENT SOUTHWEST, DOWN 0.70', TIED AT BEND
<br />140
<br />222992.27
<br />176735.67
<br />19+45.11
<br />49.84 R
<br />MCSR 9222
<br />FD 1" STEEL SHAFT IN CONCRETE
<br />141
<br />222997.75
<br />176733.05
<br />19+40.80
<br />45.56 R
<br />MCSR 38075
<br />FD 1" BP INSCRIBED "WILSON PLS 2687"
<br />142
<br />223118.93
<br />176675.49
<br />18+45.92
<br />49.29 L
<br />MCSR 33366
<br />FD TACK IN METAL BASE OF SIGN
<br />145
<br />222940.70
<br />176893.31
<br />21+10.92
<br />45.53 R
<br />MCSR 14658
<br />FD TACK IN LEAD
<br />148
<br />223879.09
<br />176945.69
<br />18+45.42
<br />856.04 L
<br />MCSR 7124
<br />FD 3/4" IP, DOWN 0.50' IN ASPHALT, (HELD) AS 49.50' OFFSET
<br />149
<br />222967.49
<br />176806.09
<br />20+19.76
<br />49.56 R
<br />MCSR 20613
<br />FD 1/2 11 IP, DOWN 0.30' IN ASPHALT
<br />150
<br />222967.40
<br />176806.49
<br />20+20.17
<br />49.50 R
<br />MCSR 9222
<br />FD 5/8" IR, DOWN 0.30' IN ASPHALT
<br />151
<br />222832.82
<br />177048.91
<br />22+93.69
<br />94.95 R
<br />O.U.
<br />FD MAGNAIL
<br />152
<br />222936.01
<br />177189.88
<br />23+91.86
<br />49.55 L
<br />O.U., FD BY MCSR 2121
<br />FD 3/4" IP
<br />153
<br />222991.64
<br />177034.99
<br />22+27.29
<br />49.99 L
<br />MCSR 17721
<br />FD 3/4" IP
<br />156
<br />222379.77
<br />177468.18
<br />28+40.66
<br />381.07 R
<br />MCSR 28294
<br />FD 1/2"' IP, (HELD) AS 49.50' OFFSET
<br />158
<br />222785.53
<br />177612.38
<br />28+40.36
<br />49.55 L
<br />MCSR 29870
<br />FD 5/8" IR
<br />159
<br />222785.19
<br />177613.25
<br />28+41.30
<br />49.52 L
<br />O.U., FD BY MCSR 23750
<br />FD 3/4" IP BENT NORTHEAST, TIED AT BEND
<br />162
<br />222967.82
<br />177572.06
<br />27+41.22
<br />207.75 L
<br />MCSR 7791
<br />FD 1" IR, (HELD) AS 49.50' OFFSET
<br />165
<br />223093.89
<br />177141.75
<br />22+93.56
<br />182.14 L
<br />MCSR 17254
<br />FD 3/4" IP, (HELD) AS 49.50' OFFSET
<br />500
<br />222484.88
<br />178455.48
<br />37+35.47
<br />49.20 L
<br />MCSR 28780
<br />FD 5/8" IR
<br />501
<br />222480.91
<br />178172.82
<br />34+70.53
<br />49.38 R
<br />MCSR 21308
<br />FD 5/8" IR BENT, UP 0.30', SPUN AND TIED AS IF STRAIGHT
<br />502
<br />222204.85
<br />178255.49
<br />36+41.02
<br />281.70 R
<br />MCSR 14666
<br />FD TACK IN LEAD, (HELD) AS 45.50' OFFSET
<br />503
<br />222939.35
<br />178564.67
<br />36+85.85
<br />513.95 L
<br />MCSR 33726SO08
<br />CITY MONUMENT, FD STONE OR CONCRETE WITH "X" IN MONUMENT BOX, DOWN 1.5'
<br />504
<br />222429.51
<br />178611.86
<br />39+01.36
<br />49.50 L
<br />MCSR 7363
<br />FD 1/2" IP BENT WEST, DOWN 1', TIED AT BEND, (HELD) AS 49.50' OFFSET
<br />505
<br />222439.20
<br />178440.57
<br />37+36.74
<br />1.16 L
<br />O.U.
<br />FD 2" BD IN CURB WITH PUNCH
<br />506
<br />222995.36
<br />178057.01
<br />31+88.82
<br />396.39 L
<br />MCSR 9817
<br />FD 1/2" IP BENT NORTH, UP 0.30', TIED AT BEND, (HELD) AS 49.50' OFFSET
<br />510
<br />222724.42
<br />177784.41
<br />30+22.92
<br />49.70 L
<br />MCSR 6686
<br />FD 1/2 09 IP, DOWN 0.20'
<br />511
<br />222745.78
<br />177724.07
<br />29+58.92
<br />49.58 L
<br />MCSR 29870
<br />FD 5/8" IR
<br />1110 1
<br />223327.73 1
<br />176089.48
<br />12+23.83
<br />49.37 L
<br />MCSR 27826
<br />FD HOLE IN CONCRETE
<br />MCSR 39385
<br />MCSR 39385
<br />REGISTERED
<br />PROFESSIONAL
<br />,. LAND SURVEYOR
<br />JULY 15, 2003
<br />JOHN T. CAMPBELL
<br />60070 LS
<br />EXPIRES 12-31-21
<br />Harper
<br /><\ /> Houf Peterson
<br />R ighellis Inc.
<br />E N G I N E E R S• P L A N N E R S
<br />LANDSCAPE ARCHITECTS • SURVEYORS
<br />205 SE Spokane Street, Suite 200, Portland, OR 97202
<br />phone: 503.221.1131 www.hhpr.com fax: 503.221.1171
<br />SHEET 6 OF 7 JTC 01/20/2021 SLM-07
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