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MCSR 39592
<br />NE 1/4 SECTION 2 T07S RO1 W WM SE 1/4 SECTION 2 T07S R01 W WM
<br />MCSR =
<br />MARION COUNTY SURVEY RECORD
<br />YPC
<br />= YELLOW PLASTIC CAP
<br />W/ =
<br />WITH
<br />PP =
<br />PARTITION PLAT
<br />OPC
<br />= ORANGE PLASTIC CAP
<br />ID =
<br />INSIDE DIAMETER
<br />MONUMENT RECOVERY TABLE S =
<br />SUBDIVISION
<br />FD
<br />= FOUND
<br />R/W =
<br />RIGHT OF WAY
<br />PT. NO.
<br />NORTHING
<br />EASTING
<br />STATION
<br />OFFSET
<br />DATE
<br />DESCRIPTION & REFERENCE DOCUMENTS
<br />1000
<br />239,251.38
<br />245,922.42
<br />129+19.38
<br />8.97 Rt.
<br />05/03/1 7
<br />FD 3 1/4" BRASS DISK IN MONUMENT BOX, DOWN 0.5', SEE PAGE 1 FOR DETAILS
<br />1002
<br />240,971.03
<br />244,449.71
<br />106+56.80
<br />4.68 Rt.
<br />05/18/17
<br />FD 3 1/4" BRASS DISK IN MONUMENT BOX, DOWN 0.6', SEE PAGE 1 FOR DETAILS
<br />1049
<br />2411707.69
<br />243,988.38
<br />97+88.32
<br />30.03 Lt.
<br />07/05/17
<br />FD 5/8" REBAR W/YPC STAMPED "ANDREWS RLS 1626", DOWN 0.20', MCSR 34988
<br />1050
<br />241,575.52
<br />244,005.39
<br />99+07.35
<br />29.89 Rt.
<br />07/05/17
<br />FD 1 3/4" STEEL AXLE, UP 0.10', FD IN MCSR 16096
<br />1051
<br />241,666.51
<br />243,943.97
<br />97+97.56
<br />2 9.8 3 Rt.
<br />07105117
<br />FD 3/4" (ID) IRON PIPE, FLUSH, MCSR 20014
<br />1052
<br />241,497.98
<br />244,057.17
<br />100+00.60
<br />30.41 Rt.
<br />07/05/17
<br />FD 3/4" (ID) IRON PIPE, DOWN 0.3', UNKNOWN ORIGIN
<br />1053
<br />241,508.93
<br />244,050.09
<br />99+87.55
<br />30.14 Rt.
<br />07/05/17
<br />FD 112" (ID) IRON PIPE, DOWN 0.2', FD IN MCSR 16096
<br />1054
<br />241,657.52
<br />244,022.35
<br />98+48.91
<br />3 0.0 7 Lt.
<br />07/06/17
<br />FD 5/8" REBAR W/YPC STAMPED "LS 1827 LULAY", FLUSH, S44-028
<br />1055
<br />241,61 1.57
<br />244,053.33
<br />99+04.33
<br />3 0.0 2 Lt.
<br />07/06/17
<br />FD 5/8" REBAR W/YPC ILLEGIBLE, FLUSH, S44-028
<br />1056
<br />241,689.87
<br />244,122.36
<br />98+78.10
<br />131.05 Lt.]07/06/17
<br />FD 5/8" REBAR W/YPC STAMPED "LS 1827 LULAY", DOWN 0.2', S44-028
<br />1057
<br />241,647.21
<br />2441148.59
<br />99+28.14
<br />128.89 Lt.
<br />07/06/17
<br />FD 5/8" REBAR W/YPC STAMPED "LS 1827 LULAY", UP 0.1', S44-028
<br />1058
<br />241,649.64
<br />244,064.42
<br />98+78.99
<br />60.52 Lt.
<br />07/06/17
<br />FD 5/8" REBAR W/YPC STAMPED "LS 1827 LULAY", DOWN 0.31, S44-028
<br />1059
<br />241 ,607.74
<br />244,091.67
<br />99+28.96
<br />5 9.6 3 Lt.
<br />07/06/17
<br />FD BRASS SCREW & WASHER STAMPED "LULAY LSI 827", FLUSH, S44-028
<br />1060
<br />241 ,566.30
<br />244,083.84
<br />99+58.92
<br />29.94 Lt.
<br />07/06/17
<br />FD BRASS SCREW & WASHER STAMPED "LULAY LSI 827", FLUSH, S44-028
<br />1061
<br />241 ,525.73
<br />244,1 12.22
<br />100+08.41
<br />30.74 Lt.
<br />07/06/17
<br />FD 5/8" REBAR W/YPC ILLEGIBLE, UP 0.4', UNKNOWN ORIGIN
<br />1062
<br />241,451.02
<br />244,161.89
<br />100+98.12
<br />30.10 Lt.
<br />07/06/17
<br />FD 5/8" REBAR W/YPC ILLEGIBLE, FLUSH, PP 92-125
<br />1063
<br />241,453.79
<br />244,165.90
<br />100+98.07
<br />34.97 Lt.
<br />07/06/17
<br />FD 5/8" REBAR W/YPC STAMPED "ANDREWS RLS 1626", UP 0.30', PP 2004-115
<br />1064
<br />2411452.82
<br />244,165.61
<br />100+98.71
<br />34.18 Lt.
<br />07/06/17
<br />FD 5/8" REBAR NO CAP, UP 0.2', MCSR 15218
<br />1065
<br />241,212.96
<br />244,251.53
<br />103+45.58
<br />28.85 Rt.
<br />07/06/17
<br />FD 1" (ID) IRON PIPE, DISTURBED, DOWN 0.2', MCSR 22002
<br />1066
<br />241,11 7.06
<br />244,317.97
<br />104+62.24
<br />27.46 Rt.
<br />07/06/17
<br />FD 1" (ID) IRON PIPE, UP 0.2', MCSR 22002
<br />1067
<br />241,059.48
<br />244,357.78
<br />105+31.88
<br />2 6.9 5 Rt.
<br />07/06/17
<br />FD 112" (ID) IRON PIPE, FLUSH, MCSR 24194
<br />1068
<br />240,990.72
<br />2449479.10
<br />106+58.98
<br />3 0.6 3 Lt.
<br />07/06/17
<br />FD 5/8" REBAR W/YPC STAMPED "WILHEM ENG OR LS 2413", UP 0.2', PP 98-029
<br />1069
<br />2411123.63
<br />244,383.21
<br />104+93.30
<br />30.29 Lt.
<br />07/06/17
<br />FD 5/8" REBAR W/YPC STAMPED "LS1831", FLUSH, PP 92-125
<br />1070
<br />2411190.92
<br />244,339.00
<br />104+12.79
<br />31.31 Lt.
<br />07/06/17
<br />FD 112- (ID) IRON PIPE, DISTURBED, UP 0.3', MCSR 18734
<br />1071
<br />241,189.75
<br />244,338.67
<br />104+13.58
<br />30.38 Lt.
<br />07/0617
<br />FD 5/8" REBAR W/YPC STAMPED "LSI 831 ", DISTURBED, UP 0.2', PP 92-125
<br />1072
<br />241,273.37
<br />244,282.92
<br />103+13.08
<br />30.98 Lt.
<br />07/06/17
<br />FD 112" (ID) IRON PIPE, UP 0.1', UNKNOWN ORIGIN
<br />1077
<br />241,51S.50
<br />244,082.04
<br />100+00.00
<br />0.00
<br />07/06/17
<br />FD 3 1/4- BRASS DISK IN MONUMENT BOX, DOWN 1.3', SEE PAGE 1 FOR DETAILS
<br />1079
<br />241,061.22
<br />244,426.92
<br />105+70.31
<br />30.56 Lt.
<br />07/06/17
<br />FD 112" (ID) IRON PIPE, DISTURBED, DOWN 0.4', MCSR 18734
<br />1080
<br />240,878.26
<br />244,568.43
<br />108+04.14
<br />29.78 Lt.
<br />07/06/17
<br />FD 3/4" REBAR NO CAP, DOWN 0.2', PP 92-118
<br />1081
<br />240,989.30
<br />244,406.44
<br />106+16.45
<br />28.31 Rt.
<br />07/06/17
<br />FD 5/8" REBAR, DOWN 0.2', PP 91-121
<br />1082
<br />240,967.61
<br />244,421.1 1
<br />106+42.34
<br />29.54 Rt.
<br />07/06/17
<br />FD 112" (ID) IRON PIPE, DOWN 0.21, MCSR 11888
<br />1083
<br />240,912.45
<br />244,463.11
<br />107+10.96
<br />30.04 Rt.
<br />07/06/17
<br />FD 5/8" REBAR W/YPC STAMPED "ANDREWS RLS 1626", FLUSH, PP 2002-22
<br />1084
<br />240,913.03
<br />2441463.39
<br />107+10.68
<br />29.46 Rt.
<br />07/06/17
<br />FD 112" (ID) IRON PIPE, DOWN 0.4', MCSR 12260
<br />1085
<br />240,859.26
<br />244,507.08
<br />107+79.26
<br />2 9.4 3 Rt.
<br />07/06/17
<br />FD 5/8" REBAR W/YPC, ILLEGIBLE, FLUSH, PP 2002-22
<br />1086
<br />240,803.70
<br />244,553.35
<br />108+51.13
<br />30.12 Rt.
<br />07/06/17
<br />FD 5/8" REBAR W/OPC STAMPED "ALPHA COM. DEV.", FLUSH, MCSR 37340
<br />1087
<br />240,799.91
<br />244,552.43
<br />108+53.41
<br />33.28 Rt.
<br />07/06/17
<br />FD 5/8" REBAR W/YPC STAMPED "ANDREWS RLS 1626", FLUSH, PP 2002-23
<br />1088
<br />240,827.15
<br />244,533.43
<br />108+20.37
<br />30.00 Rt.
<br />07/06/17
<br />FD 5/8" REBAR W/YPC STAMPED "ANDREWS RLS 1626", FLUSH, PP 2002-23
<br />1089
<br />240,635.63
<br />2441700.63
<br />110+74.59
<br />27.59 Rt.
<br />07/06/17
<br />FD 5/8" REBAR W/YPC STAMPED "GORMAN SURVEY PLS 2281", DOWN 0.8', FD IN MCSR 37340
<br />1090
<br />240,879.58
<br />244,569.32
<br />108+03.71
<br />31.31 Lt.
<br />07/06/17
<br />FD 5/8" REBAR W/YPC, ILLEGIBLE, UP 0.1', PP 92-118
<br />1091
<br />240,772.12
<br />244,659.37
<br />109+44.09
<br />2 9.8 5 Lt.
<br />07/06/17
<br />FD 5/8" REBAR W/YPC STAMPED "WILSON PLS 2687", DOWN 0.1', PP 201 3-019
<br />1092
<br />240,787.32
<br />244,646.33
<br />109+24.06
<br />29.84 Lt.
<br />07/06/17
<br />FD 5/8" REBAR W/ALUMINUM CAP STAMPED "WILSON PLS 2687", FLUSH, PP 2013-019
<br />1093
<br />240,789.16
<br />244,648.42
<br />109+24.02
<br />3 2.6 3 Lt.
<br />07/06/17
<br />FD 112" REBAR, DOWN 0.2', MCSR 12888
<br />1094
<br />240,681.97
<br />244,736.53
<br />110+62.74
<br />29.82 Lt.
<br />07/06/17
<br />FD 5/8 REBAR. DOWN 0.3', PP 2013-019
<br />1095
<br />240,592.24
<br />244,81 7.66
<br />111+83.67
<br />33.08 Lt.
<br />07/06/17
<br />FD 112" (ID) IRON PIPE, FLUSH, UNKNOWN ORIGIN
<br />1096
<br />240,666.91
<br />244,859.10
<br />111+53.91
<br />1 13.13 Lt.
<br />07/06/17
<br />FD 112" (ID) IRON PIPE, DOWN 0.4', S30-016
<br />1097
<br />240,569.36
<br />244,837.01
<br />112+13.64
<br />32.90 Lt.
<br />07/06/17
<br />FD 5/8" IRON ROD SMOOTH, DISTURBED, DOWN 0.5', FD IN MCSR 37340
<br />1098
<br />240,634.47
<br />244,91 3.31
<br />112+13.82
<br />133.20 Lt.
<br />07/06/17
<br />FD 1/2- (ID) IRON PIPE, DOWN 0.4', S30-016
<br />1099
<br />240,401.22
<br />244,966.47
<br />1 14+25.55
<br />21.86 Lt.
<br />07/06/17
<br />FD 1 1/4" REBAR, FLUSH, ORIGIN UNKNOWN
<br />1 100
<br />240,408.56
<br />244,975.52
<br />114+25.87
<br />33.51 Lt.
<br />07/10/17
<br />FD 112" (ID) IRON PIPE, FLUSH, ORIGIN UNKNOWN
<br />1 101
<br />241,095.16
<br />244,740.60
<br />107+43.46
<br />300.76 Lt.
<br />07/10/17
<br />FD 5/8" REBAR W/YPC, ILLEGIBLE, FLUSH, PP 92-118
<br />1 102
<br />240,385.90
<br />244,994.98
<br />1 14+55.73
<br />33.54 Lt.
<br />07/10/17
<br />FD 112" (ID) IRON PIPE, DOWN 0.11, S30-016
<br />1 103
<br />240,437.98
<br />245,055.96
<br />114+55.84
<br />113.73 Lt.
<br />07/10/17
<br />FD 112" (ID) IRON PIPE, DOWN 0.8', S30-016
<br />1 104
<br />240,326.97
<br />244,965.90
<br />114+81.58
<br />26.88 Rt.
<br />07110117
<br />FD 1 1/4" (ID) IRON PIPE, DOWN 0.4', MCSR 6147
<br />1 105
<br />240,521.17
<br />244,795.38
<br />112+23.16
<br />3 0.0 7 Rt.
<br />07/10/17
<br />FD 5/8" REBAR W/OPC STAMPED "ALPHA COM. DEV.", DOWN 0.1', MCSR 37340
<br />1 106
<br />240,522.62
<br />244,799.29
<br />112+24.60
<br />26.16 Rt.
<br />07/10/17
<br />FD 1 1/2- (ID) IRON PIPE, FLUSH, MCSR 12260
<br />1 107
<br />240,523.05
<br />244,797.48
<br />112+23.10
<br />27.25 Rt.
<br />07/10/17
<br />FD 5/8" REBAR W/YPC STAMPED "GORMAN SURVEY PLS 2281", DOWN 0.8', FD IN MCSR 37340
<br />1 108
<br />240,604.85
<br />244,736.07
<br />111+21.02
<br />20.69 Rt.
<br />07110117
<br />FD 2 112- BRASS DISK IN BASE OF CONCRETE FLAG POLE, SEE PAGE 3 FOR DETAILS
<br />1 109
<br />240,627.93
<br />244,689.74
<br />110+73.35
<br />40.86 Rt.
<br />07/10/17
<br />FD 1 " (ID) IRON PIPE, DISTURBED, UP 0.1', MCSR 37340
<br />1 1 10
<br />240,038.73
<br />245,292.88
<br />119+13.19
<br />33.98 Lt.
<br />07/11/17
<br />FD NAIL, DISTURBED, DOWN 0.31, FD IN MCSR 26451 A
<br />1 1 1 1
<br />240,046.95
<br />245,286.67
<br />119+02.91
<br />34.61 Lt.
<br />07111117
<br />FD 5/8" REBAR. DOWN 0.7', FD IN MCSR 26451 A
<br />1 1 12
<br />240,001.59
<br />245,324.84
<br />119+62.19
<br />34.10 Lt.
<br />07111117
<br />FD 112" REBAR, DISTURBED, DOWN 0.6', FD IN MCSR 26451 A
<br />1 1 13
<br />240,316.24
<br />245,055.08
<br />11S+47.73
<br />33.88 Lt.
<br />07/11/17
<br />FD 5/8" REBAR, UP 0.2', S30-016
<br />1 1 14
<br />240,01 1.85
<br />245,236.57
<br />118+96.98
<br />26.26 Rt.
<br />07/11/17
<br />FD 5/8" REBAR W/YPC STAMPED "D.L.T. & ASSOC. LS 1362% DOWN 0.5', MCSR 29652
<br />1 1 1 5
<br />240,059.1 1
<br />245,195.82
<br />118+34.58
<br />26.48 Rt.
<br />07/11/17
<br />FD 5/8" REBAR, DOWN 0.51, MCSR 29652
<br />1 1 16
<br />240,214.50
<br />245,142.92
<br />116+82.15
<br />34.42 Lt.
<br />07111117
<br />FD 5/8" IRON ROD SMOOTH, UP 0.2', FD IN MCSR 26451 A
<br />1 167
<br />242,654.95
<br />244,053.75
<br />90+40.11
<br />614.63 Lt.
<br />07/27/17
<br />FD 12" X 12" STONE W/CHISELED "+", FLUSH, FD IN MCSR 7279
<br />1 168
<br />242,656.76
<br />244,052.17
<br />90+37.72
<br />614.33 Lt.
<br />07/27/17
<br />FD 1 1/4" (ID) IRON PIPE,UP 0.11, FD IN MCSR 11316
<br />1170
<br />240,123.47
<br />246,687.58
<br />132+02.93
<br />1110.69 Lt.
<br />07127117
<br />FD 3 1/4" BRASS DISK IN CONCRETE, FLUSH, SEE PAGE 1 FOR DETAILS
<br />1300
<br />240,940.18
<br />244,518.70
<br />107+23.88
<br />30.72 Lt.
<br />05/11/20
<br />FD 5/8" REBAR W/YPC STAMPED "ANDREWS RLS 1626", DOWN 0.51,PP 99-045
<br />1307
<br />2419182.37
<br />244,042.93
<br />102+54.19
<br />218.84 Rt.
<br />OS/11/20
<br />FD 5/8" REBAR, DOWN 0.3, MCSR 20387
<br />1309
<br />241,519.10
<br />244,259.24
<br />100+96.18
<br />148.88 Lt.
<br />OS/11/20
<br />FD 5/8" REBAR STAMPED "LULAY LS 1827", DOWN 0.1', S44-028
<br />1310
<br />241,452.73
<br />244,305.42
<br />101+77.03
<br />149.99 Lt.
<br />05/11/20
<br />FD 5/8" REBAR STAMPED "LULAY LS 1827", DOWN 0.3', S44-028
<br />1311
<br />241,451.55
<br />244,162.63
<br />100+98.10
<br />31.01 Lt.
<br />05/11/20
<br />FD 5/8- REBAR, DOWN 0.3', ORIGIN UNKNOWN
<br />1313
<br />241,51 7.61
<br />244,122.87
<br />100+21.10
<br />3 5.0 3 Lt.
<br />05/12/20
<br />FD 5/8" REBAR W/YPC, ILLEGIBLE, UP 0.1', PP 2004-115
<br />1315
<br />2411786.66
<br />244,262.18
<br />98+76.21
<br />301.09 Lt.
<br />05/12/20
<br />FD 5/8" REBAR STAMPED "LULAY LS 1827", DOWN 0.1', S44-028
<br />1316
<br />241,738.29
<br />244,192.24
<br />98+77.12
<br />216.07 Lt.
<br />05/12/20
<br />FD 5/8" REBAR STAMPED "LULAY LS 1827", UP 0.1', S44-028
<br />1 31 7
<br />241,694.78
<br />244121 7.36
<br />99+27.24
<br />212.51 Lt.
<br />05/12/20
<br />FD 5/8" REBAR STAMPED "LULAY LS 1827", UP 0.4', S44-028
<br />1 318
<br />241,705.01
<br />244,232.28
<br />99+27.12
<br />230.60 Lt.
<br />05/12/20
<br />FD 5/8" REBAR STAMPED "LULAY LS 1827", UP 0.2', S44-028
<br />MCSR 39592
<br />R/W WIDTH CONTINUED FROM PAGE 1
<br />THE EXCEPTION TO HOLDING A FULL 50' R/W IS WHERE A DEDICATION, EITHER COMMON LAW OR STATUTORY, EXISTS IN THE
<br />ADJOINING SUBDIVISIONS. THE MAIN QUESTION POSED IN THIS SURVEY AS IT RELATES TO DEDICATION WAS WHETHER TO HOLD
<br />THE SUBDIVISIONS' OR PARTITION PLATS' ORIGINAL MONUMENTS OR TO HOLD THE BOUNDARY OF THE ROADWAY AS DEFINED BY
<br />THE SUBDIVISONS OR PARTITION PLATS. IN ORDER TO ARRIVE AT A SOLUTION, THIS SURVEY FIRST ANALYZED THE SUBDIVISIONS
<br />AND PARTITION PLATS FOR INTENT. IN OTHER WORDS, DID THE SUBDIVISION INTEND TO FOLLOW THE BOUNDARY OF MARKET
<br />ROAD 45 OR WAS THERE SOMETHING ELSE THAT WAS HELD TO DEFINE THE BOUNDARY ADJOINING MARKET ROAD 45. IF, FOR
<br />EXAMPLE, THE SUBDIVISION IN QUESTION HELD COUNTY MONUMENTS FOR THE MARKET ROAD, BUT DID NOT ARRIVE AT THE SAME
<br />SOLUTION/ LOCATION, THEN THE CONCLUSION OF THIS SURVEY WAS THAT THE INTENT WAS TO SPECIFICALLY FOLLOW MARKET
<br />ROAD 45? IF, HOWEVER, THERE WAS NO INDICATION ON THE PLAT THAT THE MARKET ROAD WAS RETRACED AND THE ORIGINAL
<br />MONUMENTS SUFFICIENTLY DISAGREE WITH THE BOUNDARY OF THE MARKET ROAD AS DEFINED BY THE COUNTY MONUMENTS,
<br />THEN THE ORIGINAL MONUMENTS OF THE SUBDIVISION WERE HELD. BELOW IS AN EXPLANATION OF THE SPECIFICS ENCOUNTERED
<br />FOR EACH SUBDIVISION WITHIN THE CORRIDOR.
<br />SILVER LOOP ADDITION, S10-1 59 WAS VACATED IN ITS ENTIRETY PER ORDINANCE NUMBER 138, VOLUME 149, PAGE 376 ON JUNE
<br />12, 1919 BY M J. VAN VALKENBURG, THE RECORDER AND CLERK OF THE CITY OF SILVERTON. DUE TO THE VACATION OF THE ENTIRE
<br />SUBDIVSION, R/W IS SHOWN AT A 25' HALF R/W WIDTH IN THE AREA FORMERLY OCCUPIED BY THE SILVER LOOP ADDITION PLAT.
<br />PARTITION PLAT 91-121 DOES NOT INDICATE THE METHOD UTILIZED TO ESTABLISH THE R/W ALONG S. WATER STREET. FOR THIS
<br />REASON, POINT 1067 AND 1081 (BELIEVED TO BE ORIGINAL MONUMENTS) WERE HELD TO ESTABLISH THE R/W FOR THIS PARTITION
<br />PLAT. THIS CREATES AN UNEVEN R/W WIDTH ALONG THE FRONTAGE OF THIS PARTITION PLAT.
<br />PARTITION PLAT 2002-22 AND 2002-23 UTILIZES COUNTY MONUMENTS AT POINTS OF INTERSECTION WITH A RECORD OF 6+56.7
<br />(POINT 1002 THIS SURVEY) AND 29+20.3 (POINT 1000 THIS SURVEY) TO ESTABLISH THE R/W ALONG MARKET ROAD 45. THOUGH
<br />THE BACK TANGENT WAS NOT ESTABLISHED IN THE SAME MANNER AS THIS SURVEY, THIS METHOD SEEMS TO INDICATE THE INTENT
<br />TO FOLLOW THE R/W ALONG MARKET ROAD 45 AS ESTABLISHED BY HOLDING THE COUNTY CENTER LINE MONUMENTS. RECORD HALF
<br />R/W WIDTH OF 30' HELD FROM CENTER LINE ESTABLISHED PER THIS SURVEY.
<br />PARTITION PLAT 04-115 WAS PLATTED BASED ON PRIOR WORK IN MCSR 34988. PARTITION PLAT 04-115 REFERENCES MCSR 34988
<br />ON THE FACE OF THS PLAT. MCSR 34988 UTILIZES THE COUNTY MONUMENT AT THE POINT OF INTERSECTION WITH A RECORD OF
<br />6+56.7 (POINT 1002 THIS SURVEY) AND THE INITIAL CORNER OF THE ADAMS ADDITION (WHICH IS INDEPENDENT OF MARKET ROAD
<br />45). THOUGH THE BACK TANGENT WAS NOT ESTABLISHED BY HOLDING THE COUNTY MONUMENT AT THE INITIAL POINT OF
<br />MARKET ROAD 45 IN THE SAME MANNER AS THIS SURVEY, THIS METHOD SEEMS TO INDICATE THE INTENT TO FOLLOW THE R/W
<br />ALONG MARKET ROAD 45 AS ESTABLISHED BY HOLDING THE COUNTY CENTER LINE MONUMENTS. POINTS 1313 AND 1063 ARE
<br />BELIEVED TO BE ORIGINAL MONUMENTS. RECORD HALF R/W WIDTH OF 35' HELD FROM CENTER LINE ESTABLISHED PER THIS
<br />SURVEY.
<br />JENSEN ESTATES, S44-28, LOT 20 WAS PLATTED BASED ON PRIOR WORK IN PARTITION PLAT 92-125 AND MCSR 34988. THOUGH
<br />JENSEN ESTATES DOES NOT DEPICT THE MANNER IN WHICH THE R/W ALONG MARKET ROAD 45 WAS ESTABLISHED, BOTH PARTITION
<br />PLAT 92-125 AND MCSR 34988 UTILIZE COUNTY MONUMENTS AT POINTS OF INTERSECTION WITH A RECORD OF 6+56.7 (POINT
<br />1002 THIS SURVEY) AND 29+20.3 (POINT 1000 THIS SURVEY) TO ESTABLISH THE R/W ALONG MARKET ROAD 45. THOUGH THE BACK
<br />TANGENT WAS NOT ESTABLISHED BY HOLDING THE COUNTY MONUMENT AT THE INITIAL POINT OF MARKET ROAD 45 IN THE SAME
<br />MANNER AS THIS SURVEY, THIS METHOD SEEMS TO INDICATE THE INTENT TO FOLLOW THE R/W ALONG MARKET ROAD 45 AS
<br />ESTABLISHED BY HOLDING THE COUNTY CENTER LINE MONUMENTS. RECORD HALF R/W WIDTH OF 35' HELD FROM CENTER LINE
<br />ESTABLISHED PER THIS SURVEY.
<br />CEDARWOOD, S42-96 WAS PLATTED BASED ON PRIOR WORK IN PARTITION PLAT 92-125. THOUGH CEDARWOOD DOES NOT DEPICT
<br />THE MANNER IN WHICH THE R/W ALONG MARKET ROAD 45 WAS ESTABLISHED, PARTITION PLAT 92-125 UTILIZE COUNTY
<br />MONUMENTS AT POINTS OF INTERSECTION WITH A RECORD OF 6+56.7 (POINT 1002 THIS SURVEY) AND 29+20.3 (POINT 1000 THIS
<br />SURVEY) TO ESTABLISH THE R/W ALONG MARKET ROAD 45. THOUGH THE BACK TANGENT WAS NOT ESTABLISHED BY HOLDING THE
<br />COUNTY MONUMENT AT THE INITIAL POINT OF MARKET ROAD 45 IN THE SAME MANNER AS THIS SURVEY, THIS METHOD SEEMS TO
<br />INDICATE THE INTENT TO FOLLOW THE R/W ALONG MARKET ROAD 45 AS ESTABLISHED BY HOLDING THE COUNTY CENTER LINE
<br />MONUMENTS. RECORD HALF R/W WIDTH OF 30' HELD FROM CENTER LINE ESTABLISHED PER THIS SURVEY.
<br />PARTITION PLAT 98-29 WAS PLATTED BASED ON PRIOR WORK IN PARTITION PLAT 92-118 AND 92-125. THOUGH PARTITION PLAT
<br />98-29 DOES NOT DEPICT THE MANNER IN WHICH THE R/W ALONG MARKET ROAD 45 WAS ESTABLISHED, PARTITION PLAT 92-118
<br />UTILIZES COUNTY MONUMENTS AT POINTS OF INTERSECTION WITH A RECORD OF 6+56.7 (POINT 1002 THIS SURVEY) AND 29+20.3
<br />(POINT 1000 THIS SURVEY) TO ESTABLISH THE R/W ALONG MARKET ROAD 45. THOUGH THE BACK TANGENT WAS NOT ESTABLISHED
<br />BY HOLDING THE COUNTY MONUMENT AT THE INITIAL POINT OF MARKET ROAD 45 IN THE SAME MANNER AS THIS SURVEY, THIS
<br />METHOD SEEMS TO INDICATE THE INTENT TO FOLLOW THE R/W ALONG MARKET ROAD 45 AS ESTABLISHED BY HOLDING THE
<br />COUNTY CENTER LINE MONUMENTS. RECORD HALF R/W WIDTH OF 30' HELD FROM CENTER LINE ESTABLISHED PER THIS SURVEY.
<br />MINOR PARTITION 527 (MCSR 31963) DOES NOT INDICATE THE METHOD UTILIZED TO ESTABLISH THE R/W ALONG S. WATER
<br />STREET. IN ADDITION, MONUMENTS COLLECTED ALONG THE R/W OF MARKET ROAD 45 CANNOT BE VERIFIED TO BE ORIGINAL
<br />MONUMENTS. FOR THIS REASON, THE RECORD HALF R/W WIDTH OF 30' WAS HELD FROM CENTER LINE ESTABLISHED PER THIS
<br />SURVEY.
<br />PARTITION PLAT 2013-19 UTILIZES COUNTY MONUMENTS AT POINTS OF INTERSECTION WITH A RECORD OF 6+56.7 (POINT 1002
<br />THIS SURVEY) AND 29+20.3 (POINT 1000 THIS SURVEY) TO ESTABLISH THE R/W ALONG MARKET ROAD 45. THIS METHOD SEEMS TO
<br />INDICATE THE INTENT TO FOLLOW THE R/W ALONG MARKET ROAD 45 AS ESTABLISHED BY HOLDING THE COUNTY CENTER LINE
<br />MONUMENTS. RECORD HALF R/W WIDTH OF 30' HELD FROM CENTER LINE ESTABLISHED PER THIS SURVEY.
<br />SILVER LOOP ADDITION, S30-016 DOES NOT INDICATE THE METHOD UTILIZED TO ESTABLISH THE R/W ALONG S. WATER STREET.
<br />FOR THIS REASON A BEST FIT LINE WAS ESTABLISHED UTILIZING POINTS 1097, 1 102 AND 1 1 13 (BELIEVED TO BE ORIGINAL
<br />MONUMENTS) WERE HELD TO ESTABLISH THE R/W FOR THIS PARTITION PLAT. POINTS 1095 AND 1 100 ARE CONSISTENT WITH THE
<br />OTHER MONUMENTS SHOWN ON THE PLAT, BUT ARE NOT DEPICTED ON THE FACE OF THE PLAT. FOR THIS REASON, POINTS 1095
<br />AND 1 100 WERE NOT USED TO ESTABLISH THE BEST FIT LINE. THIS CREATES AN UNEVEN R/W WIDTH ALONG THE FRONTAGE OF THIS
<br />SUBDIVISION PLAT. NOTE THAT THE SILVER LOOP ADDITION PLAT DEPICTS THE R/W ALONG S. WATER STREET TO BE A 40' FULL
<br />R/W WIDTH WITH A 20' HALF WIDTH.
<br />STATIONING
<br />A STATION OF 100+00.00 WAS ASSIGNED TO THE INITIAL POINT OF MARKET ROAD 45 WHICH HAS A RECORD STATIONING OF
<br />0+00.00. A DIFFERENT STATION WAS ASSIGNED DUE TO THE ORIGINAL SCOPE OF THIS PROJECT BEING FROM SMITH STREET TO
<br />PIONEER DRIVE. IF RECORD STATIONING WERE HELD AT THE INITIAL POINT, NEGATIVE STATIONING WOULD OCCUR
<br />NORTHWESTERLY OF THE INITIAL POINT.
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />JANUARY 10, 2017
<br />RALPH H. MORGAN III
<br />91619
<br />RENEWS: 12-31-2022
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