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<br />MARION COUNTY PROJECT INFORMATION
<br />- PROJECT MANAGER: SHANE OTTOSEN, JR., P.E.
<br />- SCOPE OF WORK: CENTER ST.: LANCASTER DR TO 45TH PL. NE
<br />- PROJECT NUMBER: 105035
<br />NARRATIVE:
<br />PRE -CONSTRUCTION RECORD OF SURVEY
<br />FOR: MARION COUNTY
<br />LOCATED IN THE NW 1/4 & NE 1/4 SECTION 30, T. 7 S., R. 2 W., W.M.,
<br />MARION COUNTY, OREGON
<br />APRIL 23, 2021 SHEET INDEX:
<br />THE PURPOSE OF THIS SURVEY IS TO LOCATE THE SURVEY MONUMENTS ALONG CENTER STREET NE
<br />(MARKET ROAD 64), BETWEEN LANCASTER DRIVE NE AND SPHINX COURT NE THAT MAY BE DISTURBED OR
<br />DESTROYED DURING CONSTRUCTION, AND TO MEET THE REQUIREMENTS OF O.R.S. 209.155. THIS SURVEY
<br />RESOLVES THE EXISTING CENTERLINE OF CENTER STREET NE ALONG THE PROJECT CORRIDOR.
<br />THE BASIS OF BEARINGS FOR THIS SURVEY IS THE OREGON COORDINATE REFERENCE SYSTEM
<br />(OCRS) SALEM ZONE - NAD 83 (2011) EPOCH 2010.00., WITH DISTANCES MEASURED IN INTERNATIONAL FEET.
<br />FOR THE PURPOSES OF THIS SURVEY, THE BASIS OF BEARINGS IS N89027'42"E, AS MEASURED ALONG THE
<br />CENTERLINE OF CENTER STREET NE BETWEEN MONUMENT 1 AND THE CALCULATED POSITION OF THE
<br />ANGLE POINT IN SAID CENTERLINE AT POINT 100. THE COORDINATES SHOWN ON THIS SURVEY ARE LOCAL
<br />DATUM PLANE GROUND COORDINATES.
<br />TO DETERMINE THE CENTERLINE OF CENTER STREET NE, I HELD MONUMENT 1, THE CALCULATED
<br />POINT 100 AND A POINT 42 FEET SOUTHERLY OF MONUMENT 61. TO DETERMINE THE POSITION OF POINT
<br />100, 1 HELD A LINE FROM MONUMENT 42 AND A POINT 20 FEET WESTERLY OF MONUMENT 44 FOR THE WEST
<br />LINE OF DLC NO. 42 AT A DISTANCE OF 35 FEET NORTHERLY OF MONUMENT 42 AS PER MCSR 2341.
<br />N I M
<br />W W I
<br />Z
<br />I
<br />W
<br />(N89.03'E 2358.04' CALCULATE
<br />N89 -2742"E 2358.44'
<br />B
<br />W
<br />Z
<br />D
<br />Q
<br />d
<br />OVERALL MAP
<br />SCALE: 1" = 200'
<br />MCSR 39425
<br />SHEET 1 OF 5
<br />SHEET 1 - NARRATIVE, REFERENCES, VICINITY MAP
<br />SHEET 2 - STATION 0+00 TO STATION 10+36.02, FOUND MONUMENT TABLE, LEGEND
<br />SHEET 3 - STATION 10+36.02 TO STATION 19+66.66, FOUND MONUMENT TABLE, LEGEND
<br />SHEET 4 - STATION 19+66.66 TO STATION 25+41.41, FOUND MONUMENT TABLE, LEGEND
<br />SHEET 5 - STATION 25+41.41 TO STATION 36+11.80, FOUND MONUMENT TABLE, LEGEND
<br />REFERENCES:
<br />SURVEYS:
<br />MCSR 2341, MCSR 12795, MCSR 12959,
<br />MCSR 14212, MCSR 24370, MCSR 24754,
<br />MCSR 24931, MCSR 32267, MCSR 34167,
<br />MCSR 35057, MCSR 35823, MCSR 38037,
<br />MCSR 38192
<br />PARTITION PLATS:
<br />PP 90-54, PP 2000-72, PP 2002-21,
<br />PP 2002-92, PP 2006-103
<br />(nr
<br />FOUND MONUMENT TABLE
<br />POINT #
<br />NORTHING
<br />EAS11NG
<br />STATION
<br />OFFSET
<br />DESCRIPTION
<br />1
<br />221083.30
<br />190036.66
<br />00+00.00
<br />00.00'
<br />3" BRASS CAP IN MONUMENT BOX, DOWN 0.5', SET 1N MCSR 2341
<br />42
<br />221070.45
<br />192394.13
<br />23+57.24
<br />35.00' RT
<br />3/4" IRON PIPE, SET IN MCSR 2341
<br />44
<br />221160.49
<br />192416.34
<br />23+79.24
<br />55.24' LT
<br />5/8" IRON ROD, SET IN MCSR 35057
<br />61
<br />221139.83
<br />193180.14
<br />31+43.21
<br />42.00' LT
<br />5/8" IRON ROD WITH YELLLOW PLASTIC CAP, UNREADABLE, SET IN [7] z
<br />MCSR 39425
<br />BARKER SURVEYING CONTROL POINTS
<br />POINT
<br />NORTHING
<br />EASTING
<br />STATION
<br />OFFSET
<br />DESCRIPTION
<br />A
<br />221131.42
<br />190424.42
<br />3+88.20
<br />44.48' LT
<br />MAG NAIL
<br />B
<br />221073.06
<br />191011.53
<br />9+74.73
<br />19.40' RT
<br />SPIKE
<br />C
<br />221127.96
<br />192070.85
<br />20+34.52
<br />25.55' LT
<br />SPIKE
<br />D
<br />221067.08
<br />192736.21
<br />27+00.00
<br />35.06' RT
<br />SPIKE
<br />E
<br />221122.98
<br />193397.78
<br />33+61.00
<br />27.27' LT
<br />SPIKE
<br />CALCULATED POINT TABLE
<br />POINT #
<br />NORTHING
<br />EASTING
<br />STATION
<br />OFFSET
<br />100
<br />221105.46
<br />192395.00
<br />23+58.44
<br />00.00'
<br />101
<br />1 221093.27
<br />193648.31
<br />1 36+11.80
<br />00.00'
<br />h
<br />W
<br />Z
<br />1
<br />SUBDIVISIONS:
<br />[1] - MITCHELL ADDITION (V. 15, P. 18, BOTP)
<br />[2] - CLARMAR ADDITION (V. 16, P. 38, BOTP)
<br />[3] - TELE VUE SUBDIVISION (V. 17, P. 18, BOTP)
<br />[4] - CEDARWOOD ADDITION (V. 17, P. 22, BOTP)
<br />[5] - PETER'S ADDITION (V. 21, P. 18, BOTP)
<br />[6] - BELMONT PARK ESTATES (V. 31, P. 24, BOTP)
<br />[7] - PYRAMID ADDITION PHASE 2 (V. 40, P. 43, BOTP)
<br />[8] - EASTVIEW ESTATES (V. 44, P. 81, BOTP)
<br />[9] - PHIL'S EAST PHASE 2 (V. 44, P. 114, BOTP)
<br />S89'26'357E 1253.36'
<br />LEGEND: ,-
<br />All monuments, found or set, are within 0.20' of ground surface unless noted otherwise.
<br />• = Found monument (see found monument table)
<br />= Barker Surveying Control
<br />♦ = Calculated Point - nothing found or set (see calculated point table)
<br />( ) = Data of record per MCSR 2341
<br />C#1 = Subdivision Reference Number
<br />MCSR = Marion County Survey Records
<br />MCDR = Marion County Deed Records REGISTERED
<br />BOTP = Book of Town Plats PROFESSIONAL
<br />PP = Partition Plat LAND S U RVEYO R
<br />R/W = Right of Way 06
<br />q_ = Centerline ! o! ---, �' Z"
<br />V. = Volume OACEGON
<br />R. = Reel JULY 19, 19"
<br />P . =Page GREGORY L WWON
<br />2687
<br />C
<br />= Calculated Value EXPIRES: 6/30/2022
<br />CR = County Road
<br />MR = Market Road
<br />BARKER
<br />SURVEYING
<br />3657 KASHMIR WAY SE
<br />SALEM, OREGON 97317
<br />PHONE 503 588-8800
<br />FAX 503 363-2469
<br />EMAIL: INFO@BARKERWILSON.COM
<br />
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