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<br />NE 1/4 SECTION 2 T07S R01 W WM
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<br />MARION
<br />PAGE 4NTY SURVEYOR _A A R 1Qw-
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<br />1002
<br />MARION COUNTY SURVEYOR
<br />(SEE PAGE 4
<br />FOR ADDITIONAL
<br />DETAILS)
<br />NOTE: SOME PORTIONS OF BRASS
<br />DISK ILLEGIBLE
<br />VICINITY MAP
<br />NOT TO SCALE
<br />LEGEND
<br />NETWORK POINT
<br />0 FOUND MONUMENT
<br />CENTER LINE
<br />SECTION LINE
<br />- - - 1/4 SECTION LINE
<br />DLC LINE
<br />----- CREEK
<br />APPROXIMATE
<br />EXISTING RIGHT OF WAY
<br />SHEET INDEX
<br />1 VICINITY MAP,
<br />NARRATIVE, &
<br />NETWORK MONUMENT TABLE
<br />2-3 CENTER LINE &
<br />R/W RETRACEMENT
<br />4 MONUMENT TABLE &
<br />NARRATIVE CONTINUED
<br />RECEIVED 03/03/2022 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />04/28/2022.
<br />MCSR 39592
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<br />4 2 ¢ 1 COR.
<br />1170
<br />MARION COUNTY SURVEYOR
<br />(SEE PAGE 4
<br />FOR ADDITIONAL
<br />DETAILS)
<br />NETWORK MONUMENT TABLE
<br />SE 1 /4 SECTION 2 T07S ROl W WM
<br />35
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<br />FOR DETAILS)
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<br />MARION COUNTY SURVEYOR O
<br />(SEE PAGE 4
<br />FOR ADDITIONAL
<br />DETAILS)
<br />1000
<br />(SEE PAGE 4
<br />FOR DETAILS)
<br />36
<br />1
<br />PT. NO.
<br />NORTHING
<br />EASTING
<br />STATION
<br />OFFSET
<br />DATE
<br />DESCRIPTION & REFERENCE DOCUMENTS
<br />1
<br />242,857.47
<br />243,199.96
<br />N/A
<br />N/A
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 1"
<br />2
<br />238,1 33.00
<br />247,208.93
<br />N/A
<br />N/A
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 2"
<br />100
<br />242,512.12
<br />243,384.23
<br />N/A
<br />N/A
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 100"
<br />101
<br />242,314.83
<br />243,576.41
<br />N/A
<br />N/A
<br />05/04/17
<br />SET 1
<br />1 /8" COPPER PLUG STAMPED "ODOT 101"
<br />102
<br />242,051 .85
<br />243,695.27
<br />N/A
<br />N/A
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 102"
<br />103
<br />241,848.14
<br />243,881.77
<br />N/A
<br />N/A
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 103"
<br />104
<br />241,553.84
<br />244,031.76
<br />N/A
<br />N/A
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 104"
<br />105
<br />241 ,264.52
<br />244,230.11
<br />102+90.86
<br />17.74 Rt.
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 105"
<br />106
<br />240,938.83
<br />244,513.54
<br />107+21.69
<br />2 5.8 5 Lt.
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 106"
<br />107
<br />240,764.74
<br />244,603.58
<br />109+13.40
<br />17.31 Rt.
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 107"
<br />108
<br />240,560.66
<br />244,779.34
<br />111+82.73
<br />16.56 Rt.
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 108"
<br />109
<br />240,418.19
<br />244,953.65
<br />114+04.33
<br />23.16 Lt.
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 109"
<br />110
<br />240,063.86
<br />245,205.74
<br />118+37.43
<br />15.85 Rt.
<br />05/04/17
<br />SET 1
<br />1 /8" COPPER PLUG STAMPED "ODOT 110"
<br />1 1 1
<br />239,880.72
<br />245,41 1.75
<br />121+10.53
<br />21.49 Lt.
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 1 1 1"
<br />112
<br />239,572.40
<br />245,629.07
<br />124+86.07
<br />13.99 Rt.
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 112"
<br />113
<br />239,276.76
<br />245,886.59
<br />N/A
<br />N/A
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 1 1 3"
<br />114
<br />239,197.30
<br />246,090.27
<br />N/A
<br />N/A
<br />05/04/17
<br />SET 1
<br />1 /8" COPPER PLUG STAMPED "ODOT 114"
<br />1 1 5
<br />239,057.53
<br />246,340.99
<br />N/A
<br />N/A
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 1 1 5"
<br />116
<br />238,856.09
<br />246,534.85
<br />N/A
<br />N/A
<br />05/04/17
<br />SET 1
<br />1 /8" COPPER PLUG STAMPED "ODOT 116"
<br />1 1 7
<br />238,557.07
<br />246,759.10
<br />N/A
<br />N/A
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 117"
<br />118
<br />238,375.34
<br />246,996.71
<br />N/A
<br />N/A
<br />05/04/17
<br />SET 1
<br />1 /8" COPPER PLUG STAMPED "ODOT 118"
<br />119 1
<br />242,341.29
<br />1 243,038.30
<br />N/A
<br />N/A
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 119"
<br />120 1
<br />241,804.47
<br />f 243,390.21
<br />N/A
<br />N/A
<br />05/04/17
<br />SET 1
<br />1/8" COPPER PLUG STAMPED "ODOT 120"
<br />MCSR 39592
<br />PURPOSE OF SURVEY
<br />THE PURPOSE OF THIS SURVEY IS TO ESTABLISH HORIZONTAL CONTROL, RECOVER, LOCATE AND IDENTIFY
<br />MONUMENTS WHICH MAY BE DISTURBED BY CONSTRUCTION OF THIS PROJECT (ORS209.1 55), AND RETRACE
<br />THE EXISTING CENTER LINE AND RIGHT OF WAY (R/W) FOR THE OREGON DEPARTMENT OF TRANSPORTATION
<br />PROJECT KNOWN AS "OR214: JOHNA LANE - FENNE LANE (SILVERTON) SEC." (ODOT KEY NO. 18745). THE
<br />PROJECT IS ALONG THE SILVER CREEK FALLS HIGHWAY 163 (OR 214 - WATER STREET) FROM MILEPOST 39.73 TO
<br />MILEPOST 40.11 (STATIONS 100+00 THROUGH 120+00). UNLESS OTHERWISE NOTED, INTERSECTING
<br />STREET R/W AND PRIVATE PROPERTY BOUNDARIES WERE NOT RETRACED AS A PART OF THIS SURVEY.
<br />PROJECT CONTROL
<br />THE HORIZONTAL CONTROL NETWORK DATA FOR THIS SURVEY WAS COLLECTED AND PROCESSED IN MAY OF
<br />2017. MEASUREMENTS INCLUDE A COMBINATION OF STATIC GNSS DATA, REAL-TIME KINEMATIC (RTK) GNSS
<br />DATA, AND CONVENTIONAL TERRESTRIAL OBSERVATIONS. COORDINATES ARE PROJECTED TO THE OREGON
<br />COORDINATE REFERENCE SYSTEM (OCRS) - SALEM ZONE AS REFERENCED IN OAR 734-005. HORIZONTAL DATUM
<br />IS NAD 83 (201 1) EPOCH 2010.00. FOR PRIMARY NETWORK CONTROL, GNSS AND TERRESTRIAL OBSERVATIONS
<br />WERE ADJUSTED SIMULTANEOUSLY USING MICROSURVEY STARNET PRO VERSION 8. THE NETWORK WAS
<br />CONSTRAINED TO THE OREGON REAL-TIME GNSS NETWORK (ORGN) STATIONS ODOT (ODOT TLC BUILDING
<br />SALEM), P412 (MULINO), STAY (STAYTON), WDBN (WOODBURN) AND MCSO (SALEM MARION COUNTY) WITH 95%
<br />CONFIDENCE LEVEL UTILIZING THE CHI SQUARE TEST.
<br />BASIS OF BEARING FOR THIS SURVEY ARE DEFINED BY NETWORK POINTS 1 & 2 WITH A BEARING FROM POINT 1
<br />TO POINT 2 OF SOUTH 40°18'59" EAST AND A DISTANCE OF 6,196.17 FEET.
<br />ALL MEASUREMENTS DEPICTED ON THE FACE OF THIS SURVEY ARE REPORTED IN INTERNATIONAL FEET UNLESS
<br />OTHERWISE NOTED.
<br />MONUMENT RECOVERY
<br />INITIALLY, THE SCOPE OF THIS PROJECT SPANNED FROM SMITH ST TO PIONEER DRIVE AND INCLUDED
<br />RECONSTRUCTION OF OR214. DUE TO BUDGET CONSTRAINTS, THE PROJECT WAS RESCOPED WITH PLANNED
<br />CONSTRUCTION ACTIVITIES TO INCLUDE GRADING, DRAINAGE, PAVING, CURB RAMPS, SIGNING, AND ROADSIDE
<br />DEVELOPMENT ALONG THE NORTHEAST SIDE OF THE SILVER CREEK FALLS HIGHWAY 163 FROM JOHNA LANE TO
<br />FENNE LANE. FOR THIS REASON, RECOVERY EFFORTS WERE FOCUSED IN AREAS WHERE CONSTRUCTION WAS
<br />LIKELY TO DISTURB RECORD MONUMENTS. THE MONUMENT RECOVERY EFFORT FOR THIS SURVEY DID NOT
<br />INCLUDE A SEARCH FOR ALL MONUMENTS WIYHIN THE CORRIDOR. ODOT SURVEY CREWS UTILIZED A LEICA
<br />GS14 RECEIVER FOR GNSS AND LEICA TSI 5 & TS16 ROBOTIC TOTAL STATIONS FOR CONVENTIONAL
<br />TERRESTRIAL OBSERVATIONS. MONUMENT RECOVERY OCCURRED BETWEEN MAY OF 2017 AND AUGUST OF
<br />2017 WITH ADDITIONAL RECOVERY PERFORMED ON A RETURN TRIP AFTER RESCOPING IN MAY OF 2020.
<br />CENTER LINE AND R/W RETRACEMENT
<br />CENTER LINE
<br />THE CENTER LINE ESTABLISHED IN THIS SURVEY IS INTENDED TO BE A RETRACEMENT OF THE CENTER LINE
<br />DEPICTED IN MARION COUNTY SURVEY RECORD (MCSR) 2672 AND 4383 WHICH CORRESPONDS TO ODOT R/W
<br />MAP 5B-1-1 7. THE DESCRIPTION IN MARION COUNTY COMMISSIONERS COURT JOURNALS RECORD VOLUME 25,
<br />PAGE 377, THE OPENING OF MARKET ROAD 45, IS IN AGREEMENT WITH THE AFOREMENTIONED RECORDS. IN
<br />ORDER TO ESTABLISH THE CENTER LINE, MONUMENT SEARCHES WERE PERFORMED AT THE INITIAL POINT OF THE
<br />CENTER LINE, POINTS OF CURVATURE, POINTS OF TANGENCY AND POINTS OF INTERSECTION. THE RESULTS OF
<br />THE SEARCH UNCOVERED POINTS 1077, 1002, AND 1000 AT THE APPARENT POINTS OF INTERSECTION. ALL
<br />MONUMENTS ARE BRASS CAPS (SEE MONUMENT TABLE ON PAGE 4) AND ARE STAMPED "MARION COUNTY".
<br />SINCE THESE MONUMENTS ARE NOT "ORIGINAL" AND NO DOCUMENTS WERE FOUND TO VERIFY THE METHOD
<br />IN WHICH THESE MONUMENTS WERE SET, OTHER SURVEYS IN THE AREA WERE ANALYZED TO ASCERTAIN
<br />WHETHER OR NOT BETTER EVIDENCE WAS AVAILABLE TO DISPROVE THEIR LOCATION. MCSR 4383 DEPICTS
<br />MONUMENTS SET AT THE POINTS OF INTERSECTION, BUT IT APPEARS THAT THIS INFORMATION WAS ADDED
<br />TO THE SURVEY IN 1975. OTHER SURVEYS PERFORMED IN THE AREA DO NOT INDICATE MONUMENTS FOUND
<br />THAT REPRESENT THE LOCATION OF MARKET ROAD 45 WITH THE EXCEPTION OF THE INITIAL POINT (MONUMENT
<br />REPRESENTED BY POINT 1077). HOWEVER, MCSR 31631 OFFERS A PLAUSIBLE EXPLANATION AS TO THE
<br />VARIABILITY OF SOLUTIONS PRESENTED IN PAST SURVEYS. IN THIS SURVEY, 2 R/W LINES ARE DEPICTED WITH
<br />REFERENCE TO BOTH MARKET ROAD 45 (INCLUDING THE CENTER LINE MONUMENTS SHOWN IN THIS SURVEY)
<br />AND MCSR 6147 WHICH WAS PERFORMED IN JUNE OF 1917. IN THE NARRATIVE, THERE IS AN
<br />ACKNOWLDEGEMENT OF THE POSSIBILITY OF SEVERAL LOCATIONS OF THE ROADWAY FROM THE LATE 1800'S
<br />:THROUGH 1900'S. THE SURVEYOR IN THIS INSTANCE CHOSE TO ACCEPT THE HERRICK SURVEY (MCSR 6147)
<br />FOR THE LOCATION OF THE ROADWAY AS IT RELATES TO THE SURVEYED TRACTS. ASSUMING THE RIDINGS
<br />�.:TRACT (MCSR 3163 1) PREDATED THE HERRICK SURVEY, THE ACCEPTANCE OF THE ROADWAY AT THE LOCATION
<br />117 SURVEYED IN 1917 IS CONSISTENT WITH THE PURPOSE TO "LOCATE THE BOUNDARY" OF SAID TRACT. THE
<br />DIFFERENCE BETWEEN MCSR 31631 AND THIS SURVEY IS THAT THE PURPOSE OF THIS SURVEY IS TO IDENTIFY THE
<br />LOCATION AND EXTENTS OF THE R/W OF MARKET ROAD 45 WHICH DEFINES THE EXTENTS OF WHAT IS NOW
<br />p : KNOWN AS THE SILVER CREEK FALLS HIGHWAY (163). FOR THIS REASON AND THE LACK OF EVIDENCE TO
<br />DISPROVE THE LOCATION OF THE COUNTY MONUMENTS, THE 3 MONUMENTS (1077, 1002, AND 1000) WERE
<br />118 ; HELD TO DEFINE THE CENTER LINE OF MARKET ROAD 45.
<br />R/W WIDTH
<br />ODOT R/W MAP 5B-1-1 7 INDICATES A 60' R/W WIDTH (30' HALF) AND IS DATED APRIL 1936. IN THE SAME MAP,
<br />2 A NOTE WAS ADDED NEAR THE INITIAL POINT AT AN UNKNOWN TIME THAT INDICATES A 50' R/W WIDTH.
<br />ALMOST ALL OF THE SURVEYS WITHIN THE CORRIDOR AGREE WITH 60' R/W SHOWN ON THE 5B-1-1 7 MAP.
<br />HOWEVER, IN VOLUME 25, PAGE 377 OF MARION COUNTY COURT RECORDS, THE COURT ORDERED THE
<br />ESTABLISHMENT OF A ROAD "50 FEET IN WIDTH". EVEN THOUGH MOST OF THE SURVEYS WITHIN THE CORRIDOR
<br />DEPICT EITHER A 30' HALF R/W OR A 60' FULL R/W, THE COURT MAINTAINS THE AUTHORITY TO ESTABLISH
<br />ROADS BY PETITION. SINCE THE COURT EXPLICITLY CALLED FOR A ROAD "50 FEET IN WIDTH" AND POSESSES THE
<br />AUTHORITY TO ESTABLISH ROADS, THE 50 -FOOT WIDTH WAS HELD.
<br />R/W WIDTH CONTINUED ON PAGE 4
<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
<br />
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