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FOUND MONUMENT TABLE
<br />POINT
<br />DESCRIPTION
<br />MCSR
<br />OFFSET
<br />MEASURED
<br />CALCULATED
<br />O
<br />FOUND MONUMENT AS NOTED IN MONUMENT
<br />100.98'
<br />TABLE
<br />DISTANCE
<br />RECORD
<br />.
<br />STAMPED "K&E EXC INC LS 2596"
<br />MONUMENTS SET 05/28/2021.
<br />■
<br />DISTANCE
<br />31
<br />11/2" ALUMINUM CAP "MULTITECH ENG" FLUSH GROUND
<br />S43-042
<br />0
<br />0
<br />STAMPED "K&E EXC INC LS 2596"
<br />32
<br />5/8" REBAR BURNT RED PLASTIC CAP 0.1' ABOVE GROUND
<br />S43-042
<br />0
<br />131-321243.55'
<br />243.59'
<br />33
<br />5/8" REBAR RED PLASTIC CAP, "MULTITECH ENG" 0.3' BELOW GROUND
<br />S43-042
<br />0
<br />131-331403.82'
<br />403.85'
<br />34
<br />5/8" REBAR YELLOW PLASTIC CAP "ANDREWS RLS 1926" 0.2' BELOW GROUND
<br />UNKNOWN
<br />0
<br />131-341554.16'
<br />TOWN PLATS
<br />35
<br />3/4" INSIDE DIAMETER IRON PIPE 0.6' ABOVE GROUND
<br />S28-002
<br />SOUTH 0.12'
<br />131-351704.61'
<br />705.0'
<br />36
<br />3/4" INSIDE DIAMETER IRON PIPE 1.3' BELOW GROUND
<br />S28-002
<br />0
<br />139-361524.77'
<br />525.0'
<br />37
<br />3/4" INSIDE DIAMETER IRON PIPE BENT FLUSH GROUND
<br />S28-002
<br />SOUTH 0.03'
<br />139-371449.66'
<br />450.0'
<br />38
<br />1/2" REBAR BENT 0.5' ABOVE GROUND
<br />UNKNOWN
<br />NORTH 0.82'
<br />139-381374.87'
<br />39
<br />1/2" INSIDE DIAMETER IRON PIPE 1.0' ABOVE GROUND
<br />S28-002
<br />0
<br />0
<br />40
<br />3/4" INSIDE DIAMETER IRON PIPE FLUSH GROUND
<br />S28-002
<br />41
<br />3/4" INSIDE DIAMETER IRON PIPE BENT 1.0' ABOVE GROUND
<br />S28-002
<br />4
<br />BLOCK 4
<br />5
<br />29.90'
<br />C(30') -
<br />6 41
<br />N01'00'15"E 74.72'
<br />C(N01'06'E 75.0')
<br />7 1
<br />8Iry
<br />N 00'59' 15"E 345.00`0
<br />C(N01'05'E 345.0') w
<br />9 z
<br />w
<br />Q
<br />10
<br />0
<br />29.89' V)
<br />C(30')
<br />III I
<br />N00'56'55"E 135.57'
<br />(N01'05'E 135.0') 30.00'
<br />C(30')
<br />31
<br />RECEIVED 06/15/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />07/15/2021.
<br />MCSR 39448
<br />BLOCK 5
<br />10
<br />11
<br />30.00'
<br />C(30')
<br />40
<br />13
<br />14
<br />BASIS OF BEARINGS 39-36 N89'16'00"E 524.77'
<br />C(N89'16'E 525.0') 21
<br />MCSR 39448
<br />RECORD OF SURVEY
<br />FOR: GARY D. & WENDY J. KING
<br />LOT 4 AND THE EAST 26 FEET OF LOT 3, BLOCK 6, PATTON 2ND ADDITION,
<br />IN THE SW 1/4 OF SECTION I, T 10 S, R 5 E, W.M.
<br />IN THE CITY OF DETROIT, COUNTY OF MARION, AND THE STATE OF OREGON
<br />LEGEND
<br />(N00'00'00"E 00.00') RECORD DATA AS PER VOLUME 28, PAGE 002,
<br />CLIFFORD AVENUE
<br />MARION COUNTY BOOK OF TOWN PLATS
<br />C(N00'00'00"E 00.00')
<br />CALCULATED FROM RECORD DATA AS PER VOLUME 28,
<br />100.98'
<br />PAGE 002, MARION COUNTY BOOK OF TOWN PLATS
<br />O
<br />FOUND MONUMENT AS NOTED IN MONUMENT
<br />100.98'
<br />TABLE
<br />•
<br />SET 5/8" REBAR WITH YELLOW PLASTIC CAP,
<br />STAMPED "K&E EXC INC LS 2596"
<br />MONUMENTS SET 05/28/2021.
<br />■
<br />MONUMENT SET ON PROPERTY LINES
<br />N01'12'45"E 135.08'
<br />CLIFFORD AVENUE RIGHT OF WAY NOT RESOLVED
<br />PAGE 458
<br />SET 5/8" REBAR WITH YELLOW PLASTIC CAP,
<br />STAMPED "K&E EXC INC LS 2596"
<br />00.97'
<br />MONUMENTS SET 05/28/2021.
<br />74.96' 74.96'
<br />CALCULATED POINT
<br />MONUMENT INDICATION FOR DISTANCE MEASUREMENT
<br />MCSR
<br />MARION COUNTY SURVEY RECORDS
<br />ROW
<br />RIGHT OF WAY
<br />S28-002
<br />VOLUME 28, PAGE 002, MARION COUNTY BOOK OF
<br />TOWN PLATS
<br />S43-042
<br />VOLUME 43, PAGE 042, MARION COUNTY BOOK OF
<br />TOWN PLATS
<br />CLIFFORD AVENUE
<br />60' ROW
<br />39 198.89'
<br />100.98'
<br />75.00' 38 74.79' 37 75.11' 36
<br />74.97' 74.97' 48.96
<br />100.98'
<br />74.97;'T7.97' 74.97'
<br />BLOCK 6
<br />(75') (75')
<br />(75'5) (75')
<br />N00'57'50"E 135.38'
<br />REEL 1180
<br />N00'58'09"E 135.28'
<br />N01'12'45"E 135.08'
<br />(NO1'05'E 135.0')
<br />PAGE 458
<br />(N01'05'E 135.0')
<br />74.96' 74.96' 48.JL3286.28'
<br />00.97'
<br />74.96' 74.96' 74.96'
<br />74.96' 74.96'
<br />1 (75') 2 (75')
<br />5 (75') 6 (75') 7 (75') 8
<br />(75') 9 (75')
<br />228.86'
<br />73.99' 33 150.34' 34
<br />150.45' 35
<br />14.69'
<br />31-35 N89'12'37"E 704.61' C(N89'16'E 705.0')
<br />NARRATIVE
<br />q
<br />N
<br />SCALE I"=100'
<br />JUNE 08,2021
<br />0 100 200 300
<br />THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE LEGAL DESCRIPTION FILED WITH THE MARION
<br />COUNTY CLERK, JULY 20, 1994 IN REEL 1180, PAGE 458. THE LEGAL DESCRIPTION IS THE ENTIRE
<br />LOT 4 AND THE EAST 26 FEET OF LOT 3, PATTON 2ND ADDITION, IN THE CITY OF DETROIT, COUNTY
<br />OF MARION, AND THE STATE OF OREGON.
<br />THIS SURVEY BEGAN BY LOCATING THE ORIGINAL IRON PIPES SET FOR THE PATTON 2ND ADDITION.
<br />MONUMENT 36 WAS HELD, THIS MONUMENT WAS 1.3 FEET BELOW GROUND, FOUND IN A PLUMB
<br />POSITION. MONUMENT 39 WAS ALSO HELD, IT APPEARS TO BE UNDISTURBED IN ITS ORIGINAL SET
<br />POSITION. MONUMENT 39 POSITION IS CONFIRMED BY THE RESOLVED CENTERLINE OF SCOTT AVENUE,
<br />RESOLVED BY MONUMENTS 31, 40, & 41. THE DISTANCE AND BEARING BETWEEN MONUMENTS 39
<br />AND 36 DEFINE THE NORTH LINE OF BLOCK 6 FOR THE SURVEY OF SAID LEGAL DESCRIPTION. THE
<br />ORIGINAL BENT MONUMENT 37, CONFIRMS THE BEARING CALCULATION.
<br />THE BEARING OF THE SOUTH LINE OF BLOCK 6 IS DEFINED BY HOLDING MONUMENTS 31, 32, 33, &
<br />34. THE LOT DIMENSIONS ARE PRORATED BETWEEN MONUMENTS 31 AND 35. MONUMENTS 31, 32,
<br />& 33 WERE SET BY VOLUME 43, PAGE 042, MARION COUNTY BOOK OF TOWN PLATS. SAID SURVEY
<br />SURVEYED THE ENTIRE SOUTH LINE OF PATTON 2ND ADDITION IN A MORE RECENT TIME PERIOD.
<br />MONUMENT 31 IS THE MOST WESTERLY FOUND MONUMENT ON THE SOUTH LINE OF PATTON 2ND
<br />ADDITION. MONUMENT 31 IS NOT AN ORIGINAL VOLUME 28, PAGE 002, MARION COUNTY BOOK OF
<br />TOWN PLATS SURVEY MONUMENT. MONUMENT 31 WAS SET BY VOLUME 43, PAGE 042, MARION
<br />COUNTY BOOK OF TOWN PLATS, PROVIDING THE BEST AVAILABLE EVIDENCE.
<br />THE NORTH AND SOUTH LINES OF BLOCK 6 WERE PRORATED BETWEEN THE PREVIOUSLY SAID
<br />MONUMENTS. THE NORTH LINE LOT DISTANCES ARE CALCULATED AT 74.97 FEET, RECORD 75 FEET.
<br />THE SOUTH LINE LOT DISTANCES ARE CALCULATED AT 74.96 FEET, RECORD 75 FEET. THE
<br />CALCULATED EAST LINE OF LOT 3 WAS OFFSET PARALLEL 26 FEET WESTERLY, AS PER THE LEGAL
<br />DESCRIPTION. THIS DISTANCE WAS NOT PRORATED.
<br />THE MONUMENTS SET ON THE NORTH LINE OF BLOCK 6 ARE ON THE EAST -WEST AND NORTH -
<br />SOUTH PROPERTY LINES. THE PROPERTY LINES OF BLOCKS 5 & 6 MAY NEED TO BE ADJUSTED
<br />TO ACCOMMODATE THE 60 FOOT RIGHT OF WAY OF CLIFFORD AVENUE.
<br />REGEVE5R
<br />RED
<br />PROFL
<br />LAND
<br />FLS
<br />OREGON
<br />ARY 19, 1993
<br />E. SWENSON
<br />2596
<br />RENEWS JUNE 30, 2024
<br />
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