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NARRATIVE
<br />THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE CORNERS
<br />OF THE TRACT OF LAND DESCRIBED IN REEL 3405, PAGE 078,
<br />MARION COUNTY DEED RECORDS. THE BASIS OF BEARING IS
<br />ALONG THE NORTH LINE OF WESTGATE AS GRID, OREGON
<br />COORDINATE REFERENCE SYSTEM, SALEM ZONE NAD83(2011)
<br />EPOCH 2010.00.
<br />I RETRACED THE SOUTH RIGHT OF WAY OF THE SOUTHERN
<br />PACIFIC RAILROAD RIGHT OF WAY AND THE NORTH RIGHT OF
<br />WAY OF CENTRAL AVENUE USING MCSR 22790 AND THE
<br />WESTGATE PLAT. I RETRACED THE EAST LINE USING
<br />MONUMENTS A AND B. I HELD THE EAST AND WEST LINES OF
<br />THE SUBJECT TRACT AS PARALLEL PER DEED. I USED DEED
<br />DISTANCE ALONG THE RAILROAD RIGHT OF WAY TO POSITION
<br />THE WEST LINE. THE NEIGHBORING DEED WAS WRITTEN
<br />DEPENDENT ON THE SUBJECT DEED, SO IT HAS THE REMAINDER.
<br />I SETTHE SOUTHEAST CORNER OF THE SUBJECTTRACT IN THE
<br />PAVEMENT OF CENTRAL AVENUE.
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />JULY 14, 2020
<br />LEO LITOWICH
<br />91070
<br />RENEWS: 12-31-21
<br />RECEIVED 05/27/2021 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />06/29/2021,
<br />MCSR 39442
<br />N 154881.00
<br />M N E.334710.76 _ P
<br />S84°44'30"E 97.96'
<br />72.22' (98.00') 5
<br />(S84°34'30"E) 5
<br />{72.23'} 5 25
<br />26
<br />L
<br />RECORD OF SURVEY
<br />FOR JEFFERY COTNER
<br />IN THE
<br />SE 1/4 SEC. 27, T.
<br />9 5., R. 3
<br />E., W.M.
<br />CITY OF
<br />GATES, MARION
<br />COUNTY,
<br />OREGON
<br />BY:
<br />MULTI/TECH ENGINEERING SERVICES, INC.
<br />115513TH ST. S.E. SALEM, OREGON 97302
<br />503-363-9227
<br />BASIS OF BEARING
<br />{ 34'30" E 588.64'} 5
<br />S84
<br />58 45, E 588.49'
<br />490.53' {490.64} 5
<br />24 I 23
<br />WESTGATE
<br />V. 28, P. 20
<br />2
<br />j
<br />`o
<br />0
<br />oc�
<br />m
<br />rZ 1`1 �� 545
<br />ooa 1b pp,� 5 5 H
<br />l�3 p9, X252 � app p0�
<br />�3p„
<br />013p,) 5 J Z ` �532�1� 0`l
<br />3 �5 `Ipp 1`i PL PVE �5
<br />b 4 55,1 5 K 5305
<br />� 53. X20
<br />20 .
<br />22
<br />• = FOUND MONUMENT, SEE TABLE
<br />O = SET 5/8" X 30" IRON ROD WITH YELLOW PLASTIC CAP
<br />SCRIBED "MULTI/TECH ENG." FLUSH WITH GROUND
<br />X = CALCULATED POINT
<br />MCSR = MARION COUNTY SURVEY RECORD
<br />MCDR = MARION COUNTY DEED RECORD
<br />BOTP = BOOK OF TOWN PLATS
<br />P. = PAGE
<br />V. =VOLUME
<br />R. = REEL
<br />[ ] = RECORD AND MEASURED DATA PER SURVEY OR DEED NOTED
<br />( ) = RECORD DATA PER SURVEY OR DEED NOTED
<br />{ } = CALCULATED RECORD DATA PER SURVEY OR DEED NOTED
<br />(S84000'00"E) D2
<br />'IN 154829.50 424 71' S84°58'45"E 667.71'
<br />E 335296.98 (429.40) D1
<br />►0
<br />r
<br />in o
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<br />C)
<br />N
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<br />O G
<br />N o p
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<br />0
<br />0
<br />OREGON HIGHWAY 22
<br />SOUTHERN PACIFIC RAILROAD
<br />NORTH EDGE OF
<br />PAVEMENT, CENTRAL AVE
<br />21 {10.50'} 5
<br />53� 5 F 1%
<br />`1L43. a1, REFERENCE SURVEYS
<br />1�3 E
<br />I. MCSR 11297
<br />2. MCSR 13528
<br />3. MCSR 22790
<br />4. RIVERVIEW PARK TERRACES V. 23, P. 31, BOTP
<br />5. WESTGATE V. 28, P. 20, BOTP
<br />.11
<br />W N
<br />o• N o'
<br />c") o
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<br />0 ,0 0
<br />C) -o
<br />V)
<br />Lo
<br />CV ^
<br />06
<br />N
<br />Lo
<br />0
<br />CN
<br />co
<br />M co
<br />= w
<br />R. 389, P. 446
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<br />B.
<br />N
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<br />a°
<br />-
<br />0 0
<br />o
<br />D.
<br />M
<br />(1)
<br />b9
<br />5/8" IRON ROD PER MCSR 22790, DOWN 1.0-
<br />,�W
<br />�b
<br />ps, 53105, pp.,Wl 02
<br />�t,�3- l53 4o3p,
<br />►0
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<br />N o p
<br />M Z Z
<br />0
<br />0
<br />OREGON HIGHWAY 22
<br />SOUTHERN PACIFIC RAILROAD
<br />NORTH EDGE OF
<br />PAVEMENT, CENTRAL AVE
<br />21 {10.50'} 5
<br />53� 5 F 1%
<br />`1L43. a1, REFERENCE SURVEYS
<br />1�3 E
<br />I. MCSR 11297
<br />2. MCSR 13528
<br />3. MCSR 22790
<br />4. RIVERVIEW PARK TERRACES V. 23, P. 31, BOTP
<br />5. WESTGATE V. 28, P. 20, BOTP
<br />.11
<br />W N
<br />o• N o'
<br />c") o
<br />M
<br />0 ,0 0
<br />C) -o
<br />V)
<br />1 N84� 8'W
<br />61.15'
<br />(N84053'00.,W
<br />60.25) 4
<br />0 0
<br />c�
<br />N N
<br />w w
<br />0 o
<br />N o
<br />� O
<br />G o
<br />C) c
<br />0 0
<br />V) o
<br />R
<br />i
<br />w
<br />MCSR 39442
<br />(N84°53'00"W 370.309 2
<br />N84036'21"W 370.65'
<br />REFERENCE DEEDS
<br />D1. R. 389, P. 446, MCDR
<br />N
<br />D2. R. 3405, P 078, MCDR
<br />MONUMENT TABLE
<br />01
<br />A.
<br />AXLE PER MCSR 11297, UP 0.4'
<br />B.
<br />AXLE PER MCSR 13528, DOWN 0.5'
<br />C.
<br />3/4" IRON PIPE PER RIVERVIEW PARK, FLUSH
<br />D.
<br />1/2" IRON PIPE PER MCSR 13528, FLUSH
<br />E.
<br />5/8" IRON ROD PER MCSR 22790, DOWN 1.0-
<br />F.
<br />5/8" IRON ROD PER WESTGATE, BENT AND FLUSH, S71051'46"W 0.12'
<br />FROM CALCULATED CORNER
<br />G.
<br />5/8" IRON ROD PER WESTGATE, FLUSH, N18008'14"W 0.62' FROM
<br />CALCULATED CORNER
<br />H.
<br />5/8" IRON ROD PER WESTGATE, BENT, FLUSH, AND HELD
<br />J.
<br />5/8" IRON ROD PER WESTGATE
<br />K.
<br />5/8" IRON ROD PER WESTGATE, BENT AND FLUSH, N18008'14"W 0.83'
<br />FROM CALCULATED CORNER
<br />L.
<br />5/8" IRON ROD PER WESTGATE, DOWN 0.6'
<br />M.
<br />5/8" IRON ROD PER WESTGATE, UP 0.4' AND N06052'49"E 0.30' FROM
<br />CALCULATED CORNER
<br />N.
<br />5/8" IRON ROD PER WESTGATE, DOWN 0.5'
<br />11
<br />P.
<br />5/8" IRON ROD PER WESTGATE
<br />Q.
<br />21/4" IRON PIPE PER WESTGATE, DOWN 0.5'
<br />B
<br />1 N84� 8'W
<br />61.15'
<br />(N84053'00.,W
<br />60.25) 4
<br />0 0
<br />c�
<br />N N
<br />w w
<br />0 o
<br />N o
<br />� O
<br />G o
<br />C) c
<br />0 0
<br />V) o
<br />R
<br />i
<br />w
<br />MCSR 39442
<br />(N84°53'00"W 370.309 2
<br />N84036'21"W 370.65'
<br />
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