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Ki n nn n T t %ir
<br />SE & SW 1/ 4 SEC. 12, T. 4 S., R 1 W., W. M.
<br />THE PURPOSE OF THIS SURVEY IS TO ESTABLISH CONTROL, RETRACE THE EXISTING RIGHT-OF-WAY (R/W) AND
<br />PERPETUATE THE LOCATION OF MONUMENTS THAT MAY BE DESTROYED DURING CONSTRUCTION ON THE K22205: OR99E
<br />CURB RAMPS PROJECT, IN COMPLIANCE WITH ORS 209.155. THIS SURVEY WAS PERFORMED BY ODOT CREWS FROM
<br />AUGUST 2020 THROUGH FEBRUARY 2021.
<br />THE BASIS OF BEARINGS AND HORIZONTAL COORDINATES ARE ON OREGON COORDINATE REFERENCE SYSTEM (OCRS)
<br />PORTLAND ZONE, WITH A REALIZATION OF NAD83 (2011), EPOCH 2010.00.
<br />NETWORK CONTROL POINTS WERE SET ALONG THE PROJECT CORRIDOR AND TIED WITH TWO - 60 EPOCH RTK
<br />OBSERVATIONS, AVERAGED, AND THEN TIED TOGETHER BY TERRESTRIAL OBSERVATIONS BETWEEN POINTS. A
<br />SIMULTANEOUS LEAST SQUARES ADJUSTMENT WAS PERFORMED ON THE DATA. MONUMENTS WERE TIED FROM PROJECT
<br />CONTROL, OR TIED WITH TWO - 60 EPOCH RTK OBSERVATIONS AND AVERAGED WHERE PRACTICAL.
<br />HIGHWAY 99E
<br />I HELD RECORD DEFLECTIONS AND CURVE DATA PER ODOT DRAWINGS 1A-2-36 AND 1A-2-39. TANGENTS WERE
<br />SHORTENED TO BEST-FIT/HOLD ODOT MONUMENTS 1022, 1 040, 1050, 1 051 , 1053, 1093, 1 089 & 1 090 (CITED I N
<br />ORDER FROM SOUTH TO NORTH). A 9.67 -FOOT SOUTHERLY OFFSET FROM THE MEASURED CENTERLINE OF THE
<br />PUDDING RIVER BRIDGE WAS HELD FOR CENTERLINE ALONG THAT TANGENT SECTION PER THE 1945 BRIDGE PLANS
<br />(CONTRACT PLAN NO. 3V-333). ODOT MONUMENTS 1063 AND 1064 (BOTH BENT) FIT THIS SOLUTION REASONABLY
<br />WELL. RECORD OF THE MONUMENTS ARE DETAILED IN ODOT FIELD BOOKS NO'S 936, 938 & 2313, BUT NOT SHOWN
<br />ON ANY ODOT MAPS. RECORD WIDTHS WERE HELD PER SAID MAPS AND THE DEEDS CITED THEREON.
<br />THE WESTERLY R/W LINE WEST OF THE PLAT OF "KRAUS' ADDITION" IS THE ORIGINAL COUNTY ROAD R/W LINE.
<br />THIS WAS CALCULATED BY HOLDING 60.00 FEET WEST OF THE WEST LINE OF BLOCK 2 PER SAID PLAT. THE PLAT
<br />DIMENSIONS FOR BLOCK 2 WERE HELD BASED ON THE RESOLVED R/W LINES OF MAIN, THIRD AND FOURTH STREETS
<br />AS SHOWN HEREON. THIS WAS THE BEST EVIDENCE FOUND OF THE COUNTY ROAD R/W LINE. MCSR 31629
<br />MONUMENTED AN AGREEMENT LINE FOR THE R/W. EVIDENCE OF A PROPOSED AGREEMENT IN 1987 WAS FOUND IN
<br />CORRESPONDENCE LOCATED IN ODOT RW FILE NO. 01108, ALTHOUGH NO FORMAL AGREEMENT WAS FOUND ON FILE.
<br />PREVIOUS RESEARCH CONTAINED IN THE SAME ODOT FILE MADE THE SAME FINDING AS I, THAT THE ORIGINAL
<br />COUNTY R/W HAS NOT BEEN VACATED. THE CONCLUSION I HAVE MADE, PENDING FURTHER TITLE RESEARCH, IS
<br />THAT THE ORIGINAL COUNTY R/W LINE IS CONTROLLING. HOWEVER,THE LANDOWNER MAY HAVE GAINED THE RIGHT
<br />TO USE THE AREA BETWEEN THE R/W LINE AND THE AGREEMENT LINE.
<br />ORCHARD AVE.
<br />ORCHARD AVENUE INTERSECTION WAS LOCATED BY HOLDING A BEST FIT OF PLAT MONUMENTS AND DATA, PER
<br />"ORCHARD VIEW", BUT NOT FULLY RESOLVED.
<br />OTTAWAY RD.
<br />EAST OF THE HIGHWAY, OTTAWAY ROAD WAS ORIGINALLY 10 FEET WIDE EACH SIDE OF THE QUARTER -SECTION LINE
<br />AS SHOWN ON 1A-2-36. ODOT THEN BOUGHT A 20 -FOOT STRIP ON THE SOUTH SIDE AS PER VOLUME 215, PAGE
<br />571, MCDR. THE MONUMENTED R/W LINES PER "NEW COLONY PARK", MCSR 17996 AND NEWER SURVEYS DID NOT
<br />APPARENTLY LOCATE THE QUARTER -SECTION LINE ACCURATELY. I HELD THE SOUTH LINE PER "NEW COLONY
<br />PARK", AND THE NORTH LINE PARALLEL TO THE SOUTH LINE AND PER REEL 2658, PAGE 323, MCDR. THESE
<br />EXPANDED THE DEDICATED RIGHT-OF-WAY FROM THE ORIGINAL WIDTH AND WERE HELD AS CONTROLLING OVER THE
<br />QUARTER -SECTION LINE.
<br />WEST OF THE HIGHWAY, I HELD THE MONUMENTED R/W LINES AS PER "GATEWAY AURORA" AND PARTITION PLAT
<br />92-103. THIS PORTION OF RIGHT-OF-WAY IS ALSO NOT CENTERED ON THE QUARTER -SECTION LINE, ALTHOUGH IT
<br />MAY HAVE BEEN INTENDED TO BE ORIGINALLY. I HELD THE LONG ACCEPTED (AND NOW PLATTED) LOCATION
<br />RATHER THAN THE QUARTER -SECTION LINE. THE QUARTER -SECTION LINE WAS CALCULATED HOLDING THE CENTER OF
<br />SECTION MONUMENT 1075 AND A 22.08 -FOOT OFFSET FROM MONUMENT 1074 PER "GATEWAY AURORA".
<br />THE CENTERLINE OF MAIN STREET WAS EXTENDED SOUTHERLY 1.47 FEET FROM 1078 TO LOCATE ITS INTERSECTION
<br />WITH BOB'S AVENUE. THIS CREATES A FULL 430.00 FEET FROM THE ANGLE POINT AT 1081, WHICH IS RECORD
<br />LENGTH PER PLAT AND MCSR5461. FROM SAID INTERSECTION POINT, RECORD TURNED ANGLE OFF OF THE
<br />CENTERLINE OF MAIN STREET WAS HELD FOR THE CENTERLINE OF BOB'S AVE, PER "SNYDERS ADDITION" AND
<br />MCSR 5461. STREET IMPROVEMENTS (BACK OF WALK) ON THE NORTH AND SOUTH SIDE OF THE STREET FIT THIS
<br />SOLUTION VERY WELL. 1078 WAS NOT HELD FOR BOB'S AVE. BECAUSE IT WOULD HAVE PUT STREET IMPROVEMENTS
<br />OUTSIDE OF RIGHT-OF-WAY, CAUSED A DEFICIENCY ON THE NORTH SIDE AND AN EXCESS ON THE SOUTH SIDE
<br />WITHIN "SNYDER'S ADDITION".
<br />FOURTH STREET/MAIN STREET
<br />MONUMENT 1083 WAS HELD AS AN ORIGINAL PLAT MONUMENT TO "KRAUS'S ADDITION", AND BEST EVIDENCE OF THE
<br />DEDICATED RIGHT-OF-WAY. RECORD ANGLE WAS HELD OFF OF MAIN STREET PER MCSR 5461, THROUGH MONUMENT
<br />1083. THE BUILDING CORNER SHOWN IS A GOOD CHECK ON THIS SOLUTION, BEING 0.1' NORTH OF THE COMPUTED
<br />R/W LINE. RECORD PLAT WIDTH OF 40 FEET WAS HELD, WHICH INCLUDES THE PORTION DEDICATED BY HENRY
<br />KRAUS (SHOWN ON SAID PLAT AND AS STATED IN PLAT DEDICATION). THIS LEAVES A 10 -FOOT STRIP THAT WAS
<br />ORIGINALLY OWNED BY HENRY KRAUS, BUT WAS NOT DEDICATED, AS SHOWN IN VARIOUS SURVEYS. MCSR 5461 WAS
<br />IN ERROR SHOWING THE R/W WIDTH OF 50 FEET AND THE CURRENT VESTING DEED INCLUDES THE 10 -FOOT STRIP.
<br />THE PORTION OF MAIN STREET CENTERLINE BETWEEN BOB'S AVE. & FOURTH ST. WAS RESOLVED BY HOLDING
<br />MONUMENT 1078 FOR CENTERLINE AND A 27.00 -FOOT OFFSET FROM 1081 & 1084, WITH AN ANGLE POINT AT THE
<br />NORTH LINE OF "SNYDERS ADDITION" (AS DEFINED BY 1081) PER MCSR 5461.
<br />FROM FOURTH STREET NORTH, A 33.00 -FOOT OFFSET WAS HELD FROM 1083, AND 1087, 1008 & 1028 WERE HELD
<br />FOR CENTERLINE, ALL PER MCSR 5461. STATIONING SHOWN ON MAIN STREET IS CREATED BY THIS SURVEY TO BE
<br />USED FOR THE SUBJECT PROJECT.
<br />PLAT OF "AURORA" STREETS, WEST PORTION OF THIRD STREET, EHLEN ROAD
<br />CENTERLINE MONUMENTS FROM MCSR 5461 WERE HELD FOR LOCATION ON THIRD, SECOND & LIBERTY STREETS, AND
<br />RECORD WIDTHS PER PLAT OF "AURORA" AND "KRAUS' ADDITION". FOR THIRD STREET WEST OF THE HIGHWAY,
<br />RECEIVED 11/22/2021 BY RECORD WIDTH OF 40 FEET WAS HELD SOUTHERLY FROM THE SOUTH LINE OF
<br />BLOCK 2, "AURORA" AS PER THE 1901 DEDICATION IN VOLUME 78, PAGE 120,
<br />MARION COUNTY SURVEYOR. MCDR.
<br />APPROVED FOR FILING ON
<br />01/12/2022. EHLEN ROAD WAS LOCATED BY HOLDING RECORD CENTERLINE DATA FROM MCSR
<br />35903, HOLDING MONUMENT 1027 & A 29.90' OFFSET FROM MONUMENT 1031 PER
<br />SAID SURVEY. RECORD ACQUISITION DATA WAS HELD FOR THE RIGHT-OF-WAY
<br />LINES PER SAID MCSR 35903, BUT IS NOT SHOWN IN THIS SURVEY.
<br />MCSR 39537
<br />NE, NW & SW 114 SEC. 13, T. 4 S., R 1 W., W.M.
<br />CONTROL TABLE
<br />POINT
<br />STATION
<br />OFFSET
<br />NORTHING
<br />EASTING
<br />DESCRIPTION
<br />100
<br />265+58.30
<br />18.08
<br />LT
<br />61918.23
<br />325122.28
<br />SET 1-1/8"
<br />COPPER
<br />DISK
<br />STAMPED
<br />"ODOT
<br />100"
<br />101
<br />259+24.23
<br />18.34
<br />RT
<br />62469.06
<br />325438.45
<br />SET 1-1/8"
<br />COPPER
<br />DISK
<br />STAMPED
<br />"ODOT
<br />101"
<br />102
<br />254+92.93
<br />23.17
<br />LT
<br />62809.24
<br />325708.08
<br />SET 1-1/8"
<br />COPPER
<br />DISK
<br />STAMPED
<br />"ODOT
<br />102"
<br />103 1
<br />251+36.61
<br />19.43
<br />LT
<br />63135.92
<br />325858.84
<br />SET 1-1/8"
<br />COPPER
<br />DISK
<br />STAMPED
<br />"ODOT
<br />103"
<br />104
<br />245+82.11
<br />19.27
<br />LT
<br />63677.27
<br />325989.04
<br />SET 1-1/8"
<br />COPPER
<br />DISK
<br />STAMPED
<br />"ODOT
<br />104"
<br />105
<br />240+28.65
<br />17.86
<br />LT
<br />64220.50
<br />326094.94
<br />SET 1-1/8"
<br />COPPER
<br />DISK
<br />STAMPED
<br />"ODOT
<br />105"
<br />106
<br />236+96.31
<br />22.86
<br />RT
<br />64554.43
<br />326119.41
<br />SET 1-1/8"
<br />COPPER
<br />DISK
<br />STAMPED
<br />"ODOT
<br />106"
<br />107
<br />231+58.33
<br />26.28
<br />LT
<br />65072.69
<br />326271.90
<br />SET 1-1/8"
<br />COPPER
<br />DISK
<br />STAMPED
<br />"ODOT
<br />107"
<br />108
<br />226+72.11
<br />21.85
<br />RT
<br />65553.82
<br />326354.95
<br />SET 1-1/8"
<br />COPPER
<br />DISK
<br />STAMPED
<br />"ODOT
<br />108"
<br />109
<br />223+91.41
<br />26.65
<br />RT
<br />65810.54
<br />326472.85
<br />SET 1-1/8"
<br />COPPER
<br />DISK
<br />STAMPED
<br />"ODOT
<br />109"
<br />110
<br />220+85.57
<br />26.34
<br />LT
<br />66059.33
<br />326658.46
<br />SET i-1/8"
<br />COPPER
<br />DISK
<br />STAMPED
<br />"ODOT
<br />110"
<br />111
<br />217+60.41
<br />27.00
<br />LT
<br />66321.58
<br />326834.96
<br />SET 1-1/8"
<br />COPPER
<br />DISK
<br />STAMPED
<br />"ODOT
<br />111"
<br />112
<br />215+19.65
<br />36.92
<br />RT
<br />66523.80
<br />326981.21
<br />SET 1-1/8"
<br />COPPER
<br />DISK
<br />STAMPED
<br />"ODOT
<br />112"
<br />113
<br />212+77.40
<br />31.99
<br />RT
<br />66624.79
<br />327209.58
<br />SET 1-1/8"
<br />COPPER
<br />DISK
<br />STAMPED
<br />"ODOT
<br />113"
<br />114
<br />209+19.41 1
<br />11.19
<br />LT
<br />66699.64
<br />327562.32
<br />SET 1-1/8"
<br />COPPER
<br />DISK
<br />STAMPED
<br />"ODOT
<br />114"
<br />112 BASIS OF BEARINGS
<br />S89°5109"E 2668.00'
<br />1015 HELD (40.21 CHAINS)GLO -
<br />14 13 0)1C
<br />0),
<br />Q
<br />_V
<br />Z 1
<br />V
<br />V
<br />Q 10`
<br />a
<br />14 1 13
<br />23 124
<br />104
<br />u
<br />1 101
<br />u
<br />m
<br />C; L -Li O
<br />V ..
<br />U
<br />O ? Q
<br />0 �
<br />Q � Y
<br />�0
<br />t i U OF�Q�F
<br />SHEET 2
<br />1095
<br />3 HELD SHEET 3
<br />0
<br />m
<br />N------------
<br />------------- -
<br />107
<br />06 _j I BOBS IA'VE. NE
<br />CWFFT d
<br />00
<br />0
<br />0
<br />1075
<br />,,,,,,....HELD. .
<br />T OTTAWAY RD. NE
<br />SHEET 5
<br />oRCy�
<br />ioo RO
<br />VF NF
<br />12 1 7
<br />13 118
<br />w
<br />MCSR 39537
<br />N
<br />VICINITY MAP
<br />NOT TO SCALE
<br />LEGEND
<br />0 FOUND MONUMENT
<br />NOTED IN TABLE
<br />NETWORK CONTROL POINT
<br />MCSR MARION COUNTY SURVEY
<br />RECORDS
<br />MCDR MARION COUNTY DEED
<br />RECORDS
<br />XX -XXX VOLUME -PAGE, MCDR
<br />RXX-XXX REEL -PAGE, MCDR
<br />SHEET LAYOUT
<br />1) NARRATIVE
<br />VICINITY MAP
<br />CONTROL TABLE
<br />2-5) HIGHWAY RETRACEMENT
<br />6) MONUMENT TABLE
<br />el
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />an=�
<br />OREGON
<br />DECEMBER 6, 2013
<br />ANDREW MICHAEL MILLER
<br />79372
<br />RENEWS: DECEMBER 31, 2022
<br />CAD FILE NAMED S_K22205-AURORA _RW_BAS_O1.DGN
<br />
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