|
0' 200' 400'
<br />SCALE: 1 INCH = 200 FEET
<br />LEGEND
<br />•
<br />FOUND MONUMENT WITHIN 0.20' OF
<br />274.70' uJ
<br />SURFACE UNLESS OTHERWISE NOTED
<br />N O
<br />L O
<br />HELD UNLESS OTHERWISE NOTED
<br />0
<br />SET 5/8"x30" IR W/YPC MARKED
<br />N N
<br />N
<br />z o
<br />"HOWELL LS 91569", FLUSH
<br />[DATA(#)]
<br />RECORD DATA & REFERENCE
<br />C(#)
<br />CALCULATED DATA & REFERENCE
<br />®
<br />MONUMENT REFERENCE
<br />IR
<br />IRON ROD
<br />IP
<br />IRON PIPE
<br />RR
<br />RAILROAD RAIL
<br />W/YPC
<br />WITH YELLOW PLASTIC CAP
<br />MCSR
<br />MARION COUNTY SURVEY RECORD
<br />CR
<br />COUNTY ROAD
<br />MR
<br />MARKET ROAD
<br />DLC
<br />DONATION LAND CLAIM
<br />CH.
<br />CHAINS
<br />R/W
<br />RIGHT OF WAY
<br />PT
<br />POINT OF TANGENCY
<br />PC
<br />POINT OF CURVATURE
<br />IP 3/4" (3)--/
<br />2-1/2" BRASS CAP
<br />DOWN 0.6' IN
<br />MONUMENT BOX (4)
<br />RECORD OF SURVEY
<br />IN THE SE 1/4 OF SECTION 4, T.7S., R.1 W., W.M.
<br />MARION COUNTY, OREGON
<br />DATE: AUGUST 27, 2021
<br />O S89'33'21 "E 1535.17'
<br />IP 1" IN CONCRETE, [S89 -30'28"E 1537.42'(6)]
<br />SHOWN IN (2), 5.0'
<br />TALL RR RAIL BEARS
<br />0.50' SOUTHEAST OF IP
<br />EAST LINE SAMUEL
<br />COX DLC 58
<br />0
<br />co
<br />M
<br />W
<br />N
<br />in
<br />T
<br />DETTWYLER o
<br />PART PARCEL 1 N
<br />R.1644, P.254
<br />NW CORNER LOT 3
<br />SECTION 4
<br />S00'15'25"E 40.00' �
<br />DETTWYLER
<br />PARCEL 2
<br />R.1644, P.254 [N89•45'E 1072.50'(3)]
<br />S89'30 WE 1072.50'
<br />906.65' [907.50'(3)]
<br />IP 3/4", BENT (3)
<br />TIED GOOD SPIN HOLE
<br />N
<br />r
<br />t0
<br />w
<br />to
<br />Nn
<br />0
<br />cn
<br />165.85' '
<br />[165.00'(3)]
<br />r^ o
<br />� N
<br />��
<br />N
<br />00
<br />w �
<br />N
<br />07 N
<br />Ln N
<br />00
<br />00
<br />I z
<br />IP 3/4", DOWN 0.8' (3)
<br />BEARS N00'22'27"W 1.64'
<br />© FROM SECTION LINE [165.00'(3)
<br />863.31' 164.19'
<br />SELAH SPRINGS 1295.34' [1295.87'(1)]
<br />• ROAD NE
<br />(CR 754) CALCULATED SE CORNER
<br />SAMUEL COX DLC 58
<br />N N
<br />00 �.
<br />c0 = U
<br />r-, U 00
<br />0
<br />O 000
<br />00
<br />co 0
<br />I u
<br />l
<br />N
<br />N N
<br />n N r7
<br />LV
<br />CRAGER-STADELI, ETAL.
<br />R.4387, P.11
<br />GEHRING TRUST
<br />R.3095, P.92
<br />`V "' �N 415.78'
<br />�
<br />S89'33'21 "E
<br />,--40.00"
<br />i
<br />S89'33'21 "E''r
<br />274.70' uJ
<br />REFERENCES
<br />N O
<br />L O
<br />MARION COUNTY SURVEYOR.
<br />r7 4 O
<br />1964
<br />N N
<br />N
<br />z o
<br />APPROVED FOR FILING ON
<br />oa- z
<br />7428
<br />cn 1
<br />oC'4 �
<br />10/08/2021.
<br />(3) MCSR
<br />26921
<br />^r
<br />(4) MCSR
<br />36793
<br />�CD
<br />(5) MCSR
<br />37029
<br />,.� w
<br />�o
<br />N N)
<br />N p
<br />I
<br />r-,
<br />O �
<br />U
<br />O
<br />I co n co
<br />cv rcL
<br />(� 00 of o0
<br />N W = �
<br />I Ln m
<br />op
<br />l00
<br />Z u
<br />I
<br />267.84'
<br />3-1/4" ALUMINUM
<br />CAP (5)
<br />vo, \ S43'43; 37"E 40.00'
<br />i [40.00 C(1)]
<br />OH�IP 3/4", DOWN 1.7'
<br />HELD FOR R/W PT (1)
<br />DETTWYLER
<br />PART PARCEL 1
<br />R.1644, P.254
<br />EAST LINE OF
<br />W GOVERNMENT LOT 3
<br />SECTION 4
<br />co3
<br />ci
<br />2
<br />0p OI S89'57'00"E 30.00'
<br />z z I [30.00'(1)]
<br />u
<br />I
<br />-`IP 3/4", DOWN 0.4'
<br />y © HELD FOR R/W PC (1)
<br />r-,
<br />f\
<br />i�
<br />W o
<br />o
<br />to N
<br />p N
<br />00
<br />00
<br />z
<br />EAST LINE OF
<br />GOVERNMENT LOT 3
<br />SECTION 4
<br />BASIS OF BEARINGS
<br />S89'37'32"E 2608.13'
<br />[S89'29'21 "W 2608.13(4)]
<br />MCSR 39488
<br />3-1/4" ALUMINUM CAP
<br />DOWN 1.0' (4)
<br />� T7S R1W �
<br />� S4 S3 ---
<br />S9
<br />{S9 S10
<br />.n 2005 a
<br />1312.79'
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR -,i
<br />oRecoN
<br />SEPTEMBER 12, 2017
<br />STEVEN LEE HOWELL
<br />91569
<br />RENEWS: 6-30-2023
<br />�R V E '� 0�
<br />MCSR 39488
<br />NARRATIVE
<br />THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE
<br />SOUTHEAST CORNER OF PARCEL 2 OF REEL 1644, PAGE 254,
<br />MARION COUNTY DEED RECORDS, ALONG WITH THE NORTH
<br />LINE, AND THE EASTERLY EXTENSION THEREOF, OF
<br />GOVERNMENT LOT 3 OF SECTION 4, TOWNSHIP 7 SOUTH,
<br />RANGE 1 WEST OF THE WILLAMETTE MERIDIAN, AND THE
<br />SOUTH LINE OF THE NORTH ONE-QUARTER OF AN ACRE OF
<br />SAID GOVERNMENT LOT 3.
<br />FOR MY BASIS OF BEARINGS I HELD THE OREGON
<br />COORDINATE REFERENCE SYSTEM "SALEM ZONE",
<br />NAD83(2011), EPOCH 2010.00, ESTABLISHED BY A TRIMBLE
<br />R12i GNSS RECEIVER UTILIZING THE OREGON REAL-TIME GNSS
<br />NETWORK ALONG THE SOUTH LINE OF SAID SECTION 4
<br />BETWEEN MONUMENTS 'A' AND 'B' AS SHOWN.
<br />FOR THE SOUTHEAST CORNER OF SAID PARCEL 2, 1 HELD A
<br />LINE THROUGH MONUMENTS 'C' AND 'D' AT A DISTANCE OF
<br />1,072.50 FEET EAST OF MONUMENT 'C' PER (3).
<br />THE NORTH LINE OF GOVERNMENT LOT 3, BEING ALSO THE
<br />SOUTH LINE OF THAT PROPERTY DESCRIBED IN REEL 3095,
<br />PAGE 92, WAS RESOLVED BY HOLDING PARALLEL WITH THE
<br />CENTER OF SAID SECTION 4 AT A DISTANCE OF 1,320.00
<br />FEET SOUTH OF MONUMENT 'E' PER REEL 3095, PAGE 92
<br />AND REEL 4387, PAGE 11, AS MEASURED ALONG THE EAST
<br />LINE OF THE SAMUEL COX DLC 58. THE CENTER OF SAID
<br />SECTION 4 WAS RESOLVED BY HOLDING A LINE BETWEEN
<br />MONUMENTS 'E' AND 'F'. THE EAST LINE OF THE SAMUEL COX
<br />DLC 58, BEING ALSO THE EAST LINE OF SAID PARCEL 2 AND
<br />PART OF PARCEL 1 OF REEL 1644, PAGE 254, WAS
<br />RESOLVED BY HOLDING THE CALCULATED SOUTHEAST CORNER
<br />OF SAID PARCEL 2 PER (3) AND MONUMENT 'E' PER (2).
<br />FOR THE SOUTH LINE OF THE NORTH ONE-QUARTER OF AN
<br />ACRE OF SAID GOVERNMENT LOT 3, 1 HELD A 40.00 FOOT
<br />WIDTH PER REEL 1574, PAGE 187. SAID 40.00 FOOT WIDTH
<br />CALCULATES TO BE THE NORTH ONE-QUARTER OF AN ACRE
<br />OF GOVERNMENT LOT 3 PER REEL 1644, PAGE 264. THE
<br />EASTERLY TERMINUS OF SAID SOUTH LINE WAS HELD AS THE
<br />NORTHERLY EXTENSION OF THE CENTERLINE OF CASCADE
<br />HIGHWAY NE PER (1). 1 FELT THIS WAS THE BEST EVIDENCE
<br />AVAILABLE FOR HOLDING THIS AS THE EAST LINE OF SAID
<br />GOVERNMENT LOT 3. THE CENTERLINE OF CASCADE HIGHWAY
<br />WAS RESOLVED BY HOLDING RECORD GEOMETRY, ALONG WITH
<br />MONUMENTS 'G' AND 'H', PER (1).
<br />CURVE TABLE
<br />SURVEY/DEED REFERENCES
<br />RECEIVED 08/27/2021 BY
<br />NOTE: ALL
<br />REFERENCES
<br />ARE FROM MARION COUNTY RECORDS
<br />MARION COUNTY SURVEYOR.
<br />(1) MCSR
<br />1964
<br />(6) MCSR 35529
<br />APPROVED FOR FILING ON
<br />(2) MCSR
<br />7428
<br />10/08/2021.
<br />(3) MCSR
<br />26921
<br />(D1) REEL 3095, PAGE 92
<br />(4) MCSR
<br />36793
<br />(D2) REEL 4387, PAGE 11
<br />(5) MCSR
<br />37029
<br />MCSR 39488
<br />3-1/4" ALUMINUM CAP
<br />DOWN 1.0' (4)
<br />� T7S R1W �
<br />� S4 S3 ---
<br />S9
<br />{S9 S10
<br />.n 2005 a
<br />1312.79'
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR -,i
<br />oRecoN
<br />SEPTEMBER 12, 2017
<br />STEVEN LEE HOWELL
<br />91569
<br />RENEWS: 6-30-2023
<br />�R V E '� 0�
<br />MCSR 39488
<br />NARRATIVE
<br />THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE
<br />SOUTHEAST CORNER OF PARCEL 2 OF REEL 1644, PAGE 254,
<br />MARION COUNTY DEED RECORDS, ALONG WITH THE NORTH
<br />LINE, AND THE EASTERLY EXTENSION THEREOF, OF
<br />GOVERNMENT LOT 3 OF SECTION 4, TOWNSHIP 7 SOUTH,
<br />RANGE 1 WEST OF THE WILLAMETTE MERIDIAN, AND THE
<br />SOUTH LINE OF THE NORTH ONE-QUARTER OF AN ACRE OF
<br />SAID GOVERNMENT LOT 3.
<br />FOR MY BASIS OF BEARINGS I HELD THE OREGON
<br />COORDINATE REFERENCE SYSTEM "SALEM ZONE",
<br />NAD83(2011), EPOCH 2010.00, ESTABLISHED BY A TRIMBLE
<br />R12i GNSS RECEIVER UTILIZING THE OREGON REAL-TIME GNSS
<br />NETWORK ALONG THE SOUTH LINE OF SAID SECTION 4
<br />BETWEEN MONUMENTS 'A' AND 'B' AS SHOWN.
<br />FOR THE SOUTHEAST CORNER OF SAID PARCEL 2, 1 HELD A
<br />LINE THROUGH MONUMENTS 'C' AND 'D' AT A DISTANCE OF
<br />1,072.50 FEET EAST OF MONUMENT 'C' PER (3).
<br />THE NORTH LINE OF GOVERNMENT LOT 3, BEING ALSO THE
<br />SOUTH LINE OF THAT PROPERTY DESCRIBED IN REEL 3095,
<br />PAGE 92, WAS RESOLVED BY HOLDING PARALLEL WITH THE
<br />CENTER OF SAID SECTION 4 AT A DISTANCE OF 1,320.00
<br />FEET SOUTH OF MONUMENT 'E' PER REEL 3095, PAGE 92
<br />AND REEL 4387, PAGE 11, AS MEASURED ALONG THE EAST
<br />LINE OF THE SAMUEL COX DLC 58. THE CENTER OF SAID
<br />SECTION 4 WAS RESOLVED BY HOLDING A LINE BETWEEN
<br />MONUMENTS 'E' AND 'F'. THE EAST LINE OF THE SAMUEL COX
<br />DLC 58, BEING ALSO THE EAST LINE OF SAID PARCEL 2 AND
<br />PART OF PARCEL 1 OF REEL 1644, PAGE 254, WAS
<br />RESOLVED BY HOLDING THE CALCULATED SOUTHEAST CORNER
<br />OF SAID PARCEL 2 PER (3) AND MONUMENT 'E' PER (2).
<br />FOR THE SOUTH LINE OF THE NORTH ONE-QUARTER OF AN
<br />ACRE OF SAID GOVERNMENT LOT 3, 1 HELD A 40.00 FOOT
<br />WIDTH PER REEL 1574, PAGE 187. SAID 40.00 FOOT WIDTH
<br />CALCULATES TO BE THE NORTH ONE-QUARTER OF AN ACRE
<br />OF GOVERNMENT LOT 3 PER REEL 1644, PAGE 264. THE
<br />EASTERLY TERMINUS OF SAID SOUTH LINE WAS HELD AS THE
<br />NORTHERLY EXTENSION OF THE CENTERLINE OF CASCADE
<br />HIGHWAY NE PER (1). 1 FELT THIS WAS THE BEST EVIDENCE
<br />AVAILABLE FOR HOLDING THIS AS THE EAST LINE OF SAID
<br />GOVERNMENT LOT 3. THE CENTERLINE OF CASCADE HIGHWAY
<br />WAS RESOLVED BY HOLDING RECORD GEOMETRY, ALONG WITH
<br />MONUMENTS 'G' AND 'H', PER (1).
<br />CURVE TABLE
<br />CURVE #
<br />LENGTH
<br />RADIUS
<br />DELTA
<br />CH. BEARING
<br />CH. LEN.
<br />Cl
<br />1155.57'
<br />1432.39'
<br />46'13'23"
<br />N23'09'42"E
<br />1124.49'
<br />RECORD CURVE DATA PER (1)
<br />CURVE #
<br />LENGTH
<br />RADIUS
<br />DELTA
<br />CH. BEARING
<br />CH. LEN.
<br />Cl (1)
<br />1155.83'
<br />1432.39'
<br />46'14'
<br />---
<br />---
<br />
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