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MARION COUNTY PROJECT INFORMATION
<br />- PROJECT MANAGER: MITCH HEMMER, P.E.
<br />- PROJECT TITLE: SILVERTON RD. a@ DESART RD.
<br />- PROJECT NUMBER: 105454
<br />R 1
<br />T7S R1 W
<br />52
<br />5
<br />�U N%
<br />RX
<br />100
<br />CALCULATED NW
<br />CORNER W. SHAW
<br />DONATION LAND
<br />CLAIM NUMBER 56
<br />PER MCSR 33480
<br />LEGEND:
<br />R 1 R I
<br />P O P O
<br />�T7S R1W� �LC149+443.08
<br />5�'1/4 1 COR6I5 c {�UN�
<br />0
<br />395+00.00
<br />RECORD OF SURVEY
<br />FOR: MARION COUNTY
<br />LOCATED IN THE N.E. 1/4 OF SECTION 1, T. 7 S., R. 2 W., W.M.
<br />N.W., S.W. & N.E. 1/4 OF SECTION 6, T. 7 S., R. 1 W., W.M.
<br />MARION COUNTY, OREGON
<br />JANUARY 5, 2022
<br />OVERALL MAP
<br />SCALE: 1 " = 300'
<br />NNONAIM
<br />Y SNA p CL
<br />ESI.E LAN 52
<br />W TION PER
<br />DONANUM I
<br />P 196,
<br />M
<br />R
<br />3249, OR
<br />(S89054'E 81.24 CH OR 5361.84'—C) MCSR 7687 �p
<br />O N89056'28"E 5361.27'
<br />O _T
<br />0
<br />204,
<br />428' R
<br />P. m' �0
<br />All monuments, found or set, are within 0.20' of ground surface unless noted otherwise.
<br />N89054'09"E 2208.27'—
<br />(N89'59'35"E)1 TrT
<br />CENTERLINE
<br />OF ROAD
<br />•
<br />= Found monument (see found monument table)
<br />NORTHING
<br />D
<br />= Barker Surveying Control (see sheet 2 for table of points)
<br />♦
<br />= Calculated Point - nothing found or set (see calculated
<br />point table)
<br />( )1
<br />= Data of record per MCSR 33480 PS
<br />= Point of Spiral Curve
<br />( )2
<br />= Data of record per MCSR 2592 PSC
<br />= Point of Spiral to Curve
<br />MCSR
<br />= Marion County Survey Records PCS
<br />of Curve to Spiral
<br />MCDR
<br />=Marion County Deed Records
<br />PT
<br />_Point
<br />Point of Tangency
<br />R/W
<br />=Right of Way
<br />CH
<br />_ Chains
<br />q_
<br />= Centerline
<br />4
<br />R.
<br />= Reel
<br />SURVEY REFERENCES:
<br />205'
<br />4281' R
<br />R, MSD
<br />SNA CI -AIM
<br />I.�IAMI ANO 3
<br />WIION
<br />TER 5
<br />ONA NUMB
<br />P. = Page MCSR 1686 (ODOT DWG 517-8-4), MCSR 2592,
<br />C = Calculated Value MCSR 7687, MCSR 13844, MCSR 21233,
<br />CR = County Road MCSR 33480, MCSR 37666, MCSR 4409D021,
<br />MR = Market Road MCSR 440917021, MCSR 1930 (ODOT DWG 613-17-23)
<br />CALCULATED POINT TABLE
<br />POINT /J
<br />NORTHING
<br />FASTING
<br />STATION
<br />OFFSET
<br />100
<br />240008.15
<br />216558.20
<br />—
<br />—
<br />MCSR 39585
<br />3305'
<br />P•M�p9
<br />(t I
<br />CENTERLINE
<br />OF ROAD
<br />828, P
<br />43,
<br />R• 2
<br />MC
<br />pR
<br />CURVE TABLE
<br />CURVE #
<br />RADIUS
<br />DELTA
<br />LENGTH
<br />CHORD BEARING & DIST.
<br />C1
<br />1432.39'
<br />08'35'00"
<br />214.58'
<br />N75'36'39"E 214.38'
<br />(C1)1
<br />1432.39'
<br />8'35'00"
<br />214.58'
<br />N75042'05"E 214.38'
<br />Jo!
<br />MCSR 39585
<br />SHEET INDEX: SHEET 1 OF 4
<br />SHEET 1 - NARRATIVE, REFERENCES, VICINITY MAP, LEGEND, CALCULATED POINT TABLE, FOUND
<br />MONUMENT TABLE, CURVE TABLE,
<br />SHEET 2 - STATION 406+99.79 TO STATION 415+22.76, FOUND MONUMENT TABLE, LEGEND, BARKER
<br />SURVEYING CONTROL POINTS TABLE
<br />SHEET 3 - STATION 415+22.76 TO STATION 423+42.69, DESART RD, FOUND MONUMENT TABLE, LEGEND
<br />SHEET 4 - STATION 423+42.69 TO STATION 429+00.00, FOUND MONUMENT TABLE, LEGEND
<br />R• 43060 k, x
<br />P'MODR -<" vos o
<br />193,
<br />0, 4g► P �' •• �. kr-°`'_ 2921 d�
<br />P• 15 32 OOR z �` ' o°� •
<br />1, R' M �° O o� •�9 Z
<br />R 38 DR a �` �
<br />SIL VER TON RD NE
<br />-MR 47
<br />N 89'54' 09"E'
<br />1104.84'
<br />(N89 -59'3599E
<br />1104.73'—C)1
<br />P. 209,
<br />3635'
<br />30' R• MOOR
<br />NARRATIVE:
<br />4309,
<br />R P 42R
<br />MSD
<br />3805,
<br />R' 49R
<br />MCD
<br />LA � 1
<br />v
<br />�-
<br />I
<br />Lu
<br />001--
<br />�N °I
<br />O
<br />Q
<br />i
<br />N
<br />W o~
<br />219711.14
<br />.O. N w
<br />30.00' LT
<br />5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "MARION COUNTY SURVEYOR", DOWN 1.8', SET IN MCSR 33480
<br />2
<br />(N89'59.9'E 3758.82'—C)
<br />O
<br />N O
<br />I
<br />00.13' LT
<br />MCSR 1930
<br />3
<br />mZZI
<br />225700.97
<br />NARRATIVE:
<br />4309,
<br />R P 42R
<br />MSD
<br />3805,
<br />R' 49R
<br />MCD
<br />LA � 1
<br />Jr �'� W �
<br />413"'
<br />J�
<br />w,
<br />'OLP' `�
<br />A-
<br />R' 24'
<br />i
<br />0+.
<br />219711.14
<br />MCO
<br />©SZ
<br />30.00' LT
<br />5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "MARION COUNTY SURVEYOR", DOWN 1.8', SET IN MCSR 33480
<br />2
<br />(N89'59.9'E 3758.82'—C)
<br />221919.46
<br />417+08.28
<br />00.13' LT
<br />MCSR 1930
<br />3
<br />'
<br />225700.97
<br />N89'48'02"E 3781.53'
<br />S1 S1=CENTERLINE f O3
<br />SPIRAL CURVE LEFT NORTH LINE T.C.
<br />7403"—L=500.00' SHAW DONATION LAND
<br />CHORD=N86 3412E 499.32 CLAIM NUMBER 51
<br />(CENTERLINE)1 S2=CENTERLINE
<br />P 156' 500' SPIRAL SPIRAL CURVE
<br />S=10'00'00" - L=500.00'
<br />a-0.8 CHORD=N64'39'06"E 499.32'
<br />SNAW AIM
<br />S � NO ��
<br />NOMAN �A 51
<br />T ATIO MBER
<br />pON NU
<br />(CENTERLINE)1
<br />500' SPIRAL
<br />S=10'00'00"
<br />a=0.8
<br />THE PURPOSE OF THIS SURVEY IS TO LOCATE THE EXISTING SURVEY MONUMENTS ALONG
<br />SILVERTON ROAD NE (MARKET ROAD 47), BETWEEN STATION 395+00.00 AND THE BEGIN RADIUS POINT ON
<br />SILVERTON ROAD NE THAT MAY BE DISTURBED OR DESTROYED DURING CONSTRUCTION OF A NEW
<br />WESTBOUND LEFT -TURN LANE ON SILVERTON ROAD AT DESART ROAD, AND TO MEET THE
<br />REQUIREMENTS OF O.R.S. 209.155. THIS SURVEY RESOLVES THE EXISTING CENTERLINE OF CENTER
<br />STREET NE ALONG THE PROJECT CORRIDOR.
<br />THE MONUMENTS WERE MEASURED USING A TRIMBLE R10 GNSS RECEIVER (HORIZONTAL
<br />RESOLUTION OF 8MM + 1 PPM RMS), TRIMBLE TSC3 DATA COLLECTOR WITH TRIMBLE ACCESS 2016.12 AND
<br />THE OREGON REAL-TIME GPS NETWORK (ORGN) WITH AN INTERNET DATA LINK.
<br />THE BASIS OF BEARINGS USED FOR THIS SURVEY IS BETWEEN MONUMENT 4 AND MONUMENT 2
<br />ALONG THE CENTERLINE OF DESART RD NE, THE LINE BEING HELD AS NORTH 00003'43" EAST PER OCRS
<br />SALEM. BEARINGS ARE BASED ON OCRS (OREGON COORDINATE REFERENCE SYSTEM) SALEM ZONE -
<br />NAD 83(2011) EPOCH 2010.00, USING THE ORGN (OREGON REAL TIME GNSS NETWORK). THE DISTANCES
<br />AND COORDINATES SHOWN HEREON ARE IN INTERNATIONAL FEET. THE COORDINATES SHOWN ON THIS
<br />SURVEY ARE LOCAL DATUM PLANE GROUND COORDINATES.
<br />TO DETERMINE THE CENTERLINE OF SILVERTON RD NE, I HELD A POINT 30.00 FEET SOUTHERLY AND
<br />OPPOSITE MONUMENT 1 AT RECORD STATION PER MCSR 33480, AND HELD PRORATED DISTANCES ALONG
<br />A LINE BETWEEN MONUMENTS 19 AND 22 TO LOCATE THE CENTERLINE POINT OF SPIRAL STATION AT
<br />428+13.11. FROM SAID POINT OF SPIRAL, I ATTACHED THE SPIRALS AND SIMPLE CURVE OUT OF SAID
<br />POINT AND USED MONUMENT 23 TO SHOW THE RELATIVE POSITION OF THE CALCULATED CURVES.
<br />FOUND MONUMENT TABLE
<br />POINT #
<br />NORTHING
<br />FASTING
<br />STATION
<br />OFFSET
<br />DESCRIPTION
<br />1
<br />240039.75
<br />219711.14
<br />395+00.00
<br />30.00' LT
<br />5/8" IRON ROD WITH YELLOW PLASTIC CAP STAMPED "MARION COUNTY SURVEYOR", DOWN 1.8', SET IN MCSR 33480
<br />2
<br />240013.65
<br />221919.46
<br />417+08.28
<br />00.13' LT
<br />3 BRASS CAP, DOWN 1.0' IN MONUMENT BOX, SET IN MCSR 4409D021. NORTHWEST CORNER T.C. SHAW DONATION
<br />LAND CLAIM NUMBER 51. HELD FOR CENTERLINE OF DESART RD
<br />3
<br />240026.80
<br />225700.97
<br />—
<br />—
<br />3" BRASS CAP, SET IN MCSR 4409FO21
<br />4
<br />237330.38
<br />221916.56
<br />—
<br />—
<br />3" BRASS CAP, DOWN 0.8' IN MONUMENT BOX, SET IN MCSR 2592. HELD FOR CENTERLINE OF DESART RD
<br />19
<br />239985.38
<br />223024.35
<br />428+13.11
<br />30.01' RT
<br />1/2" IRON ROD, DOWN 0.6', SHOWN IN MCSR 33480
<br />22
<br />240065.41
<br />223024.22
<br />428+13.12
<br />50.01' LT
<br />1/2" IRON ROD, DOWN 1.3', SHOWN IN MCSR 33480
<br />23
<br />240126.90
<br />223720.94
<br />435+27.83
<br />29.89' LT
<br />5/8" IRON ROD WITH YELLOW PLASTIC CAP (ILLEGIBLE), DOWN 0.4', SET IN MCSR 33480
<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: INFOOBARKER WILSON. COM
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />4
<br />RG ZON"
<br />JULY 19, 1994
<br />GREGORY L. WMON
<br />2687
<br />EXPIRES: 6/30/2022
<br />
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