|
MCSR_ -39(�7�
<br />SE
<br />1 /4
<br />SECTION
<br />2
<br />T7S
<br />R3W WIVI
<br />NE
<br />1/4
<br />SECTION
<br />2
<br />T7S
<br />R3W WIVI
<br />SW 1
<br />/4
<br />SECTION 1
<br />T7S
<br />R3W WM
<br />NW
<br />1 /4
<br />SECTION
<br />1 T7S
<br />R3W WM
<br />b. KhTmIkum
<br />VERDA LANE NORTH (VLN) CENTER LINE ALIGNMENT INCLUDES A PORTION OF
<br />CLAXTER ROAD AND EXTENDS NORTHERLY ALONG THE REMAINING PORTION OF
<br />VERDA LANE TO A POINT ADJACENT TO KEIZER ROAD. THIS CENTER LINE
<br />ALIGNMENT IS RESOLVED BY HOLDING A 20' OFFSET FROM MONUMENT 1128 AND
<br />EXTENDING TO THE P.I. OF VLS STATION 9+32.24 AT RECORD OFFSET OF 18.18'
<br />FROM ODOT MONUMENT 1110. FOUND MONUMENT 1152 WAS NOT HELD FOR
<br />THIS P.I. SINCE I BELIEVE IT TO BE SET ORIGINALLY FOR THE PURPOSE OF
<br />IDENTIFYING THE NORTHWEST CORNER OF LUCINDA STEVEN'S ESTATE IN MCSR
<br />1399 AND MCSR 5494 AND NOT FOR THE CENTER LINE OF THE COUNTY ROAD.
<br />THERE WAS RECORD HOWEVER OF A 1/2" IRON ROD IN THE CENTER LINE AT THIS
<br />P.I. LOCATION BUT NO MONUMENT WAS RECOVERED AT THIS LOCATION. VLN
<br />CENTER LINE ALIGNMENT THEN EXTENDS NORTHERLY HOLDING CENTER LINE
<br />MONUMENT 1158 FOR THE NEXT P.I., THEN EXTENDING NORTHERLY HOLDING
<br />CENTER LINE MONUMENT 1151A FOR THE NEXT P.I. AT THE INTERSECTION OF
<br />VERDA LANE AND DEARBORN AVENUE. THE NEXT P.I. WAS CALCULATED HOLDING
<br />RECORD CENTER LINE DISTANCES PER MCSR 2022, 2009, AND PP 2018-043 OF
<br />121.12' FROM CENTER LINE MONUMENT 1151A AND 481.54' FROM CENTER LINE
<br />MONUMENT 1004. THE ALIGNMENT WAS THEN EXTENDED TO HOLD MONUMENT
<br />1004 AS THE NEXT CENTER LINE P.I. LOCATION. THE FINAL EXTENSION TO THE
<br />NORTH WAS HELD AT RECORD OFFSET DISTANCE OF 6.78' FROM MONUMENT 1012
<br />PER SUBDIVISION 'KEIZER HEIGHTS' (S15-013, BOOK 15 OF TOWN PLATS, PAGE 13)
<br />WHICH WAS SHOWN IN MCSR 38693 AS A 3/4" IRON PIPE HOWEVER THIS SURVEY
<br />RECOVERED AN ALUMINUM CAP STAMPED "WH PACIFIC" SET FLUSH IN ASPHALT.
<br />RIGHT OF WAY WIDTHS ARE PLACED PER RECORD DISTANCE FROM CENTER LINE
<br />OR BY PLAT DEDICATIONS WITH THE EXCEPTION OF THE WEST LINE OF BLOCK 7
<br />'NORTH VIEW TERRACES ANNEX NO. 1' (S20-012, BOOK OF TOWN PLATS VOLUME
<br />20, PAGE 12) WAS PLACED HOLDING THE NORTHWEST AND SOUTHWEST BLOCK
<br />CORNERS (MONUMENTS 1154 AND 1064). A MINIMUM OF 20' HALF WIDTH WAS
<br />HELD PER ROAD LEGALIZATION AS SHOWN ON MCSR 2550 WHERE ADDITIONAL
<br />WIDTH HAD NOT BEEN DEDICATED OR PURCHASED.
<br />VERDA LANE SOUTH (VLS) CENTER LINE ALIGNMENT IS RESOLVED BY HOLDING
<br />TANGENT BETWEEN MONUMENT 1158 ON THE NORTHERLY END AND RECORD
<br />OFFSET OF 18.18' FROM ODOT MONUMENT 1110, AT WHICH POINT A P.I. IS
<br />PLACED AND SUBSEQUENT TANGENT BEARING IS RESOLVED HOLDING RECORD
<br />OFFSET OF 37.19' FROM ODOT MONUMENT 1148. STATIONING OF VLS RUNS FROM
<br />5+00.00 ON THE NORTHERLY END (ADJACENT TO 18TH AVENUE) TO 20+00.07 ON
<br />THE SOUTHERLY END (SALEM PARKWAY) HOLDING STATION 9+32.24 AT THE P.I.
<br />HELD AT ODOT MONUMENT 1110 PER MCSR 33100. RIGHT OF WAY WIDTHS
<br />STATION 5+00.00 THROUGH STATION 9+32.24 COINCIDES WITH VLN ALIGNMENT.
<br />ERD LANE N® T VLN AL/GNI��IENT FD =FOUND I.R. -IRON ROD I.P. =IRON PIPE W/ =WITH
<br />YPC = YELLOW PLASTIC CAP MCSR = MARION COUNTY SURVEY RECORD
<br />1 T - 1 DST DT - Dir-W-r DD - DADTITIlInI DI AT D 1 - DnikiT nE IPITCDCCf--rinAI
<br />POINT
<br />STATION
<br />OFFSET
<br />NORTHING
<br />EASTING
<br />DESCRIPTION
<br />DATE
<br />REFERENCE
<br />1004
<br />79+34.05
<br />0.00
<br />241338.36
<br />182473.62
<br />FD 3„' BRASS CAP IN MONUMENT BOX STAMPED "MARION COUNTY, CR 703, T7S
<br />R3W DOWN 1.0 FROM ROAD SURFACE
<br />11/9/2020
<br />MCSR 2022
<br />1005
<br />N/A
<br />N/A
<br />241958.35
<br />182369.12
<br />FD 5/8" I.R. W/ YPC STAMPED "WH PACIFIC", FLUSH WITH GROUND
<br />11/9/2020
<br />MCSR 38693
<br />1006
<br />N/A
<br />N/A
<br />241950.09
<br />182385.02
<br />FD 5/8" I.R. W/ YPC STAMPED "MULTI/TECH ENG", FLUSH WITH GROUND
<br />11/9/2020
<br />PP 2018-043
<br />1007
<br />N/A
<br />N/A
<br />241946.46
<br />182391.80
<br />FD 5/8" I.R. W/ YPC STAMPED "WH PACIFIC", FLUSH WITH GROUND
<br />11/9/2020
<br />MCSR 38693
<br />1008
<br />N/A
<br />N/A
<br />241940.59
<br />182393.01
<br />FD 5/8" I.R. W/ YPC STAMPED "WH PACIFIC", FLUSH WITH GROUND
<br />11/9/2020
<br />MCSR 38693
<br />1009
<br />N/A
<br />N/A
<br />241937.24
<br />182393.60
<br />FD 5/8" I.R. W/ YPC STAMPED "WH PACIFIC", FLUSH WITH GROUND
<br />11/9/2020
<br />MCSR 38693
<br />1010
<br />N/A
<br />N/A
<br />241937.06
<br />182387.61
<br />FD 5/8" I.R. W/ YPC STAMPED "MULTI/TECH ENG", FLUSH WITH GROUND
<br />11/9/2020
<br />PP 2018-043
<br />1012
<br />85+14.13
<br />6.78 RT
<br />241917.00
<br />182432.24
<br />FD ALUM CAP IN ASPHALT STAMPED "WH PACIFIC", FLUSH WITH ASPHALT
<br />11/19/2020
<br />PRESUMED MCSR 38693
<br />1013
<br />82+04.71
<br />30.00 RT
<br />241610.57
<br />182481.06
<br />FD 1" I.P., MUSHROOMED TOP, DOWN 0.3'
<br />11/19/2020
<br />KEIZER HEIGHTS
<br />1014
<br />N/A
<br />N/A
<br />241551.20
<br />182563.59
<br />FD 3/4" SMOOTH ROD W/ SQUARE TOP, UP 0.6'
<br />11/19/2020
<br />KEIZER HEIGHTS
<br />1015
<br />80+04.01
<br />30.10 RT
<br />241410.57
<br />182497.81
<br />FD 3/4" I.P., MUSHROOMED TOP, DOWN 0.4'
<br />11/19/2020
<br />KEIZER HEIGHTS
<br />1016
<br />78+64.02
<br />30.01 RT
<br />241270.74
<br />182508.75
<br />FD 1/2" I.P., DOWN 0.4'
<br />11/19/2020
<br />KEIZER HEIGHTS
<br />1017
<br />77+93.91
<br />29.87 RT
<br />241200.81
<br />182513.81
<br />FD 5/8" I.R., DOWN 0.4'
<br />11/19/2020
<br />UNKNOWN ORIGIN
<br />1019
<br />76+22.77
<br />29.99 LT
<br />241025.71
<br />182466.81
<br />FD 3/4" I.P., TOP 0.3` BENT, DOWN 0.8'
<br />11/19/2020
<br />HERBER'S ADDITION
<br />1020
<br />N/A
<br />N/A
<br />241001.36
<br />182636.21
<br />FD 5/8" I.R. W/ YPC STAMPED "MULTI/TECH ENG", DOWN 0.6'
<br />11/19/2020
<br />PP 2008-010
<br />1021
<br />N/A
<br />N/A
<br />241001.69
<br />182711.67
<br />FD 5/8" I.R., FLUSH WITH GROUND
<br />11/19/2020
<br />PP 2008-010
<br />1022
<br />N/A
<br />N/A
<br />242023.67
<br />182211.72
<br />FD 5/8" I.R. W/ YPC STAMPED "WH PACIFIC", FLUSH WITH GROUND
<br />11/23/2020
<br />PP 2018-043
<br />1023
<br />N/A
<br />N/A
<br />241995.89
<br />182169.75
<br />FD 3/4" SMOOTH ROD, FLUSH WITH GROUND
<br />11/23/2020
<br />MCSR 32827
<br />1024
<br />N/A
<br />N/A
<br />242053.36
<br />182274.78
<br />FD 5/8" I.R. W/ YPC STAMPED "WH PACIFIC", FLUSH WITH GROUND
<br />11/23/2020
<br />MCSR 38693
<br />1025
<br />N/A
<br />N/A
<br />242047.93
<br />182316.18
<br />FD 5/8" I.R. W/ YPC STAMPED "WH PACIFIC", FLUSH WITH GROUND
<br />11/23/2020
<br />MCSR 38693
<br />1026
<br />N/A
<br />N/A
<br />242016.13
<br />182341.53
<br />FD 5/8" I.R. W/ YPC STAMPED "WH PACIFIC", FLUSH WITH GROUND
<br />11/23/2020
<br />MCSR 38693
<br />1027
<br />N/A
<br />N/A
<br />241940.25
<br />182353.81
<br />FD 3-1/4" BRASS DISK STAMPED "US DEPARTMENT OF THE INTERIOR BUR. OF LAND
<br />MANAGEMENT, T7S R3W S2, DLC 57/NE COR DLC 55/NW COR DLC 56", FLUSH WITH
<br />GROUND
<br />11/23/2020
<br />BLM DEPENDENT RESURVEY
<br />BY RICHARD KAISER, 2013.
<br />GROUP # 2667
<br />1028
<br />84+37.59
<br />29.98 LT
<br />241837.67
<br />182401.96
<br />FD 1" I.P., DOWN 0.2'
<br />11/23/2020
<br />HERBER'S ADDITION
<br />1029
<br />83+37.60
<br />29.97 LT
<br />241738.02
<br />182410.27
<br />FD 1" I.P., DOWN 1.0'
<br />11/23/2020
<br />HERBER'S ADDITION
<br />1030
<br />81+37.71
<br />29.97 LT
<br />241538.83
<br />182426.86
<br />FD 3/4" I.P., TOP 0.7' BENT SOUTHERLY, DOWN 0.5', TIED AT SPIN POINT
<br />11/24/2020
<br />HERBER'S ADDITION
<br />1031
<br />79+33.87
<br />36.00 LT
<br />241335.51
<br />182437.73
<br />FD 5/8" I.P. W/ YPC STAMPED "MULTI/TECH ENG", FLUSH WITH GROUND
<br />11/24/2020
<br />PP 2018-043
<br />1032
<br />78+22.38
<br />29.84 LT
<br />241224.78
<br />182452.15
<br />FD 1" I.P., DOWN 0.5'
<br />11/24/2020
<br />HERBER'S ADDITION
<br />1037
<br />83+44.88
<br />1 29.16 RT
<br />241750.19
<br />182468.59
<br />FD 3/4" I.P., UP 1.0'
<br />11/25/2020
<br />KEIZER HEIGHTS
<br />1038
<br />75+93.19
<br />29.97 RT
<br />241000.66
<br />182528.80
<br />FD 5/8" I.R., DOWN 0.2'
<br />11/25/2020
<br />PP 2008-010
<br />1039
<br />75+22.55
<br />30.13 LT
<br />240925.75
<br />182474.11
<br />FD 3/4" I.P., DOWN 0.6'
<br />11/25/2020
<br />HERBER'S ADDITION
<br />1040
<br />74+52.09
<br />35.98 LT
<br />240855.72
<br />182473.45
<br />FD 5/8" I.R. W/ YPC STAMPED "MULTI/TECH ENG", FLUSH WITH GROUND
<br />11/25/2020
<br />PP 2018-043
<br />1041
<br />74+51.12
<br />29.98 RT
<br />240858.42
<br />182539.36
<br />FD 5/8" I.R. W/ YPC STAMPED "MULTI/TECH ENG", FLUSH WITH GROUND
<br />11/25/2020
<br />PP 2008-010
<br />1042
<br />74+51.13
<br />29.62 RT
<br />240858.42
<br />182539.00
<br />FD 1" I.P., DOWN 0.6'
<br />11/25/2020
<br />MCSR 9524
<br />1043
<br />73+73.08
<br />35.90 LT
<br />240776.83
<br />182477.93
<br />FD 5/8" I.R. W/ YPC STAMPED "MULTI/TECH ENG", FLUSH WITH GROUND
<br />11/25/2020
<br />PP 2018-043
<br />1051
<br />73+01.85
<br />29.96 LT
<br />240706.99
<br />182487.88
<br />FD 5/8" I.R. W/ YPC STAMPED "LS 1831", DOWN 0.8'
<br />11/25/2020
<br />PP 95-068
<br />1054
<br />72+98.46
<br />38.20 RT
<br />240707.60
<br />182556.11
<br />FD 1/2" I.P., TOP CRIMPED, DOWN 0.4'
<br />11/25/2020
<br />MCSR 17015
<br />1055
<br />71+18.56
<br />19.96 LT
<br />240524.60
<br />182508.61
<br />FD 1" I.P., TOP 0.7' BENT, TIED AT SPIN POINT
<br />11/30/2020
<br />MCSR 19310
<br />1056
<br />71+18.54
<br />28.76 LT
<br />240524.07
<br />182499.83
<br />FD 3/4" I.P. W/ MINI MAG NAIL IN CENTER, DOWN 0.2'
<br />11/30/2020
<br />MCSR 16322
<br />1057
<br />72+47.15
<br />29.96 LT
<br />240652.38
<br />182491.08
<br />FD 5/8" I.R. W/ YPC STAMPED "LS 1831", DOWN 1.2'
<br />11/30/2020
<br />PP 95-068
<br />1058
<br />71+07.65
<br />19.97 LT
<br />240513.71
<br />182509.24
<br />FD 3/4" I.P., DOWN 0.8'
<br />11/30/2020
<br />MCSR 19310
<br />1059
<br />69+89.23
<br />28.26 LT
<br />240395.00
<br />182507.92
<br />FD 1/2" I.P. W/ CENTER DRILLED HOLE, FLUSH WITH GROUND
<br />11/30/2020
<br />UNKNOWN ORIGIN
<br />1060
<br />69+89.96
<br />41.97 LT
<br />240394.93
<br />182494.19
<br />FD 3/4" I.P. W/ YPC STAMPED "LS 1862", FLUSH WITH GROUND
<br />11/30/2020
<br />MCSR 29742
<br />1061
<br />68+93.92
<br />41.73 LT
<br />240299.07
<br />182500.06
<br />FD 3/4" I.P. W/ YPC STAMPED "LS 1862", DOWN 1.0'
<br />11/30/2020
<br />MCSR 29742
<br />1062
<br />68+44.01
<br />41.55 LT
<br />240249.25
<br />182503.17
<br />FD 3/4" I.P. W/ YPC STAMPED "LS 1862", DOWN 0.5'
<br />11/30/2020
<br />MCSR 29742
<br />1063
<br />67+47.96
<br />41.34 LT
<br />240153.38
<br />182509.01
<br />FD 3/4" I.P. W/ YPC, BROKEN CAP, DOWN 0.5'
<br />11/30/2020
<br />MCSR 29742
<br />1064
<br />70+79.69
<br />35.88 RT
<br />240489.07
<br />182566.63
<br />FD 1" I.P., TOP 1.0' BRITTLE AND BROKEN, TIED WHERE STABLE 1.2' BELOW GROUND
<br />SURFACE
<br />11/30/2020
<br />NORTH VIEW TERRACES
<br />ANNEX NO. 1
<br />1065
<br />72+03.93
<br />36.60 RT
<br />240613.14
<br />182560.06
<br />FD 5/8" I.R., LEANING SOUTHERLY, TIED AT CENTER, DOWN 1.0'
<br />11/30/2020
<br />UNKNOWN ORIGIN
<br />1066
<br />69+79.81
<br />34.76 RT
<br />240389.30
<br />182571.38
<br />FD 1/2" I.P., FLUSH WITH GROUND
<br />11/30/2020
<br />MCSR 20777
<br />1067
<br />68+24.97
<br />22.14 RT
<br />240233.98
<br />182567.87
<br />FD 3/4" I.P., DOWN 0.5'
<br />12/2/2020
<br />UNKNOWN ORIGIN
<br />1068
<br />67+47.27
<br />2 7.6 5 LT
<br />240153.50
<br />182522.73
<br />FD 3/4" I.P., DOWN 2.2'
<br />12/2/2020
<br />UNKNOWN ORIGIN
<br />1069
<br />66+07.61
<br />23.02 RT
<br />240017.05
<br />182581.50
<br />FD 1" I.P., LAYING SIDEWAYS TO THE SOUTH, TIED AT THE BASE
<br />12/2/2020
<br />MCSR 15116
<br />1070
<br />66+06.25
<br />37.93 RT
<br />240016.57
<br />182596.46
<br />FD 3/4" I.P., TOP 0.5' BENT SOUTHERLY, TIED AT SPIN POINT, DOWN 0.8'
<br />12/2/2020
<br />UNKNOWN ORIGIN
<br />1071
<br />65+34.01
<br />23.78 LT
<br />239940.83
<br />182539.10
<br />FD 3/4" I.P., BENT SOUTHERLY, TIED AT SPIN POINT, UP 0.2'
<br />12/2/2020
<br />MCSR 14883
<br />1072
<br />65+08.14
<br />41.45 LT
<br />239913.97
<br />182522.98
<br />FD 1/2" I.P., DOWN 0.2'
<br />12/2/2020
<br />UNKNOWN ORIGIN
<br />1073
<br />65+07.36
<br />29.68 LT
<br />239913.88
<br />182534.77
<br />FD 1/2" I.P., DOWN 0.2'
<br />12/2/2020
<br />UNKNOWN ORIGIN
<br />1074
<br />65+15.80
<br />23.08 RT
<br />239925.40
<br />182586.94
<br />FD 3/4" I.P., UP 0.3'
<br />12/2/2020
<br />MCSR 9524
<br />1075 1
<br />65+15.08
<br />38.29 RT
<br />239925.58
<br />182602.17
<br />FD 1/2" I.P., DOWN 0.3'
<br />12/2/2020
<br />UNKNOWN ORIGIN
<br />1076
<br />64+13.57
<br />2 3.5 3 LT
<br />239820.61
<br />182546.42
<br />FD 1/2" I.P., DOWN 0.3'
<br />12/2/2020
<br />MCSR 14883
<br />1077
<br />63+13.96
<br />29.94 LT 1
<br />239720.80
<br />182545.86
<br />FD 5/8" I.R. W/ YPC STAMPED "LULAY PLS 1827", FLUSH WITH GROUND
<br />12/2/2020
<br />PP 2011-029
<br />DEARBORN AVENUE NE (DB) CENTER LINE ALIGNMENT WAS RESOLVED BY ALDER DRIVE (AL) RESOLUTION NARRATIVI
<br />DRAFTING RECORD GEOMETRY FROM MARION COUNTY PARTITION PLAT 95-068 m
<br />AND HOLDING CENTER LINE MONUMENTS 1003 AT DEARBORN AVENUE NE AND
<br />HARCOURT AVENUE NE AND CENTER LINE MONUMENT 1151A AT DEARBORN
<br />AVENUE NE AND VERDA LANE. THE AHEAD TANGENT WAS HELD AND EXTENDED
<br />EASTERLY TO 18TH AVENUE NE. RIGHT OF WAY WIDTHS SHOWN WESTERLY OF
<br />VERDA LANE ARE PER MARION COUNTY PARTITION PLAT 2018-043. RIGHT OF
<br />WAY WIDTHS SHOWN EASTERLY OF VERDA LANE ARE CALCULATED PER MCSR 2022.
<br />ALDER DRIVE (AL) CENTER LINE ALIGNMENT WAS RESOLVED BY DRAFTING RECORD REGISTERED
<br />PROFESSIONAL
<br />GEOMETRY AND HOLDING CENTER LINE MONUMENTS 1153 AND 1120 SET IN MARION LAND SURVEYOR
<br />COUNTY PARTITION PLAT 2002-071. RIGHT OF WAY WIDTHS ARE PLACED PER SAID
<br />PARTITION PLAT AND GEORGIA COURT SUBDIVISION (S47-100, BOOK TOWN OF PLATS,
<br />VOLUME H47, PAGE 100).
<br />OREGON
<br />JULY 1 1 TH, 2017
<br />SHAWN PATRICK KREIDER
<br />91541 ,
<br />MCSR 39673
<br />RENEWS: 06-30-2023
<br />
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