|
MCSR 39714
<br />FOUND N8" I.R. NO CAP, FLUSH, SET IN [9], 1028
<br />HELD FOR RIW, (0.13' FROM RIW PER [5]) �„ NW CORNER LOT 9 [17]
<br />N 164.95' (164.95')[9]
<br />N
<br />0, TURNER ROAD ADDITION
<br />CALCULATED POSITION Z LOT 7
<br />SW CORNER [17] m 108.Or (107.84')[16)
<br />(107.95'x11112][13]
<br />t6V_
<br />_
<br />N N
<br />FOUND 1" I.P., FLUSH, SET IN [16], HELD 1027 107.94' (107.84'XI6]
<br />( '� (107.94)[11112][13]
<br />0 06 E LY OF RIW PER [5])
<br />GARAGE
<br />NO MONUMENT FOUND OR SET 30 00,
<br />a� m
<br />Vm
<br />o
<br />m N
<br />NARRATIVE
<br />2
<br />� �
<br />THE PURPOSE OF THIS SURVEY IS TO RESOLVE AND MONUMENT
<br />to
<br />N
<br />~ o
<br />THE EXTERIOR BOUNDARIES OF THE TWO PROPERTIES SHOWN
<br />N
<br />v a
<br />REFERENCED AS DEED "[A]" AND AS TRACT 1 OF DEED "[B]" FOR A
<br />o
<br />PROPERTY LINE ADJUSTMENT FOR LOT CONSOLIDATION
<br />ON
<br />z
<br />ELIMINATING THE COMMON LINE AS AUTHORIZED BY THE CITY OF
<br />30m,
<br />SALEM AS PROPERTY LINE ADJUSTMENT CASE NO. PLA 22-14.
<br />BEARINGS ARE BASED ON THE OREGON STATE PLANE
<br />COORDINATE SYSTEM, NAD83(2011) EPOCH 2O10.00, NORTH ZONE
<br />AND CAN BE REPRODUCED BETWEEN MONUMENTS GW AND
<br />1011 AS SHOWN.
<br />30'
<br />THE NORTH RIGHT OF WAY LINE OF THE 25.00 FOOT WIDE
<br />PORTION OF OXFORD STREET THAT ADJOINS THE PROPERTY IS
<br />I
<br />ALSO THE NORTH LINE OF "AMENDED PLAT OF NEW HAVEN" FOR
<br />WHICH MONUMENTS 1005 , 1006 , 1009 AND 1011 WERE
<br />HELD. MONUMENT 1002 ON THE SOUTH RIGHT OF WAY LINE
<br />SUPPORTS THIS RESOLUTION.
<br />111
<br />G�
<br />MONUMENTS 1006 AND 1016 WERE HELD FOR THE MOSTLLJ
<br />1--
<br />SOUTHERLY WEST LINE OF DEED [A].
<br />I W
<br />THE NORTH LINE OF PARCEL 1 OF DEED [C] WAS HELD PARALLEL
<br />TO SAID NORTH LINE OF "AMENDED PLAT OF NEW HAVEN" PER
<br />a)
<br />DEED [C] THROUGH MONUMENT 1021
<br />Z
<br />MONUMENTS qW AND 1025 WERE HELD FOR THE WEST LINE
<br />N
<br />OF DEED [A] AND THE EAST LINE OF DEED [B]. MONUMENT 1014
<br />SUPPORTS THIS LOCATION.
<br />MONUMENTS 1025 AND 1022 WERE HELD FOR THE WEST
<br />PORTION OF THE NORTH LINE OF DEED [A], AND BOTH WERE
<br />CALLED TO IN SAID DEED [A].
<br />MONUMENT 1023 WAS HELD FOR THE NORTHEAST CORNER OF
<br />DEED [A] AS DISCUSSED IN THE NARRATIVE ON [1].
<br />MONUMENT 1018 AS CALLED TO IN DEED [A] AND MONUMENT
<br />1036 WERE HELD FOR THE NORTHERLY PORTION OF THE EAST
<br />LINE.
<br />o
<br />9
<br />23RD STREET S.E. IS SHOWN AS 45.00 FEET WIDE ON PARTITION
<br />PLAT NO.2010-011 WITH A PORTION ADJOINING THE PROPERTY
<br />DEDICATED BY REEL 2939, PAGE 223, MCDR. RIGHT OF WAY LINES
<br />�.
<br />WERE RESOLVED FITTING THE ANGLES, DISTANCES AND CURVE
<br />DATA FROM [2] TO THE MONUMENTS FOUND OR SET THEREON
<br />g;
<br />SHOWN HEREON AS 1011 1012 1020 1032 1033 1034
<br />, , , , ,
<br />1035 AND 1036 . MONUMENT 1019 AS FOUND ON THE EAST
<br />U;
<br />RIGHT OF WAY LINE AND MONUMENT 1031 WAS FOUND 0.10cc
<br />AWAY FROM THE WEST RIGHT OF WAY LINE.
<br />w
<br />MONUMENTS 1029 AND 1028 WERE HELD FOR THE EAST RIGHT
<br />An
<br />OF WAY LINE OF 22ND STREET SE AND MONUMENT 1027 WAS
<br />FOUND TO ALSO BE ON THIS LINE. SURVEY [5] REPORTS FALLINGS
<br />z
<br />ON THESE MONUMENTS AND A BEND IN MONUMENT 1029
<br />ALTHOUGH THEY WERE FOUND TO LINE UP WELL AND NO BEND
<br />WAS OBSERVED. THE WEST LINE OF DEED [B] EXTENDS TO THE
<br />CENTERLINE OF 22ND STREET SE WHICH IS 30.00 FEET WESTERLY
<br />OF SAID EAST RIGHT OF WAY LINE AS SHOWN ON [5] AND [16]. SAID
<br />EAST RIGHT OF WAY LINE LOCATION IS CONSISTENT WITH [11], [12]
<br />AND [13]. MONUMENTS WERE SET ON SAID EAST RIGHT OF WAY
<br />LINE RATHER THAN ON SAID CENTERLINE.
<br />THE SOUTH LINE OF TRACT 1 OF DEED [B] WAS HELD 0.50 FEET
<br />NORTHERLY OF MONUMENT 1026 PER [13] AND AT DISTANCE
<br />FROM MONUMENT 1027 PER SURVEYS [11], [12] AND [13].
<br />THE NORTH LINE OF TRACT 1 OF DEED [B] WAS HELD PARALLEL
<br />WITH THE SOUTH LINE OF SAID TRACT 1 AT DISTANCE FROM
<br />MONUMENT 1027 PER [11], [12] AND [13]. MONUMENT 1024 IS OF
<br />UNKNOWN ORIGIN AND WAS IGNORED.
<br />MONUMENTS DESCRIBED AS HELD WERE MEASURED TO BE
<br />WITHIN 0.06' OF THE CALCULATED POSITION.
<br />DENTAL
<br />SOUTHERLY EXTENSION
<br />VOLUME 329
<br />OF EAST LINE [17]
<br />PAGE 116
<br />1024
<br />FOUND 2' I.P. IN CONCRETE
<br />(403.58')[B][16]
<br />DOWN 0.6% UNKNOWN ORIGIN
<br />S87046'29"E
<br />403.58' N3802840"W 0.52'
<br />PINNACLE HOSPITALITY GROUP LLC
<br />VOLUME 4155 PAGE 312
<br />& FULL MOON INVESTMENTS LLC
<br />REEL 4476 PAGE 314
<br />S02°211191N 1022
<br />14.77' FLUSH, HELD
<br />CALLED TO IN [A]
<br />FENCE 0.6FENCE t1' NORTH
<br />NORTH OF LINE
<br />GARAGE CORNER GARAGE CORNER 373.59 OF LINE 1
<br />0.1' SOUTH OF LNE 0.3' SOUTH OF LMIE {S86059145"E 180.84
<br />FENCE 1.4 WEST OF LINE��
<br />PROPERTY B AS DESCRIBED IN EXHIBIT B
<br />FLUSH, HELD, CALLED TO IN [A] 1025 14' LONG TRASH ENCLOSURE FENCE
<br />OF PLA DEED: REEL 4660, PAGE 419, ( 1.5' SOUTH OF LINE
<br />MCDR, 0.999 ACRES (BEFORE PLA, CONSOLIDATED PROPERTYAS DESCRIBED IN
<br />INCLUDES PORTION IN 22ND STREET SE) EXHIBIT C OF PLA DEED: REEL 4660, PAGE 419 MCDR,
<br />(TRACT 1 OF f8]) 5.618 ACRES (INCLUDES PORTION IN 22ND STREET SE)
<br />373.61' � LINE TO BE REMOVED
<br />N02021'19'E 93.OT
<br />N87046'29"yy 403.61' 93.5r MON. #1926 TO MON. #1025
<br />NO MONUMENT FOUND OR SET (403.55')[B][16] (93.62')[8] (93.64)[7]
<br />1026
<br />FOUND 3/4" I.P., DOWN 1.2'
<br />CITY OF SALEM Q S18005430E 0.53' OF CORNER
<br />TRACT 2
<br />SET 0.5' S'LY OF CORNER IN [13]
<br />VOLUME 551 PAGE 243 8 � EXTENSION OF LINE TO WEST HELD
<br />a ao N02013'310E 0.50' OF MONUMENT
<br />Co
<br />M
<br />co
<br />.r
<br />60 30 0 60 W
<br />CITY OF SALEM
<br />VOLUME 617 PAGE 103
<br />SCALE: 1 "=60' N
<br />0
<br />0
<br />1015
<br />FOUND 5/8" I.R., NO CAP
<br />BENT SW 1' BELOW TOP OF ROD
<br />TIED AT BEND, TOP ROD DOWN 1.0'
<br />LEGEND N87°3841"W 0.15' OF LINE
<br />N71 °50'31'Vll 1.18' OF #1014
<br />• FOUND MONUMENT AS NOTED SET IN MCSR 22074
<br />DISTURBED PER [8]
<br />■ FOUND 5/8" I.R. WNPC MARKED'MULTITECH
<br />ENG " SET IN [8]
<br />X FOUND 1" BRASS CAP MARKED "WILSON PLS
<br />2687" IN SIDEWALK, HELD AS SET IN [3]
<br />AL FOUND 5/8" IRON ROD WITH YELLOW PLASTIC
<br />CAP MARKED "WILSON PLS 268r, FLUSH,
<br />HELD AS SET IN [3] OR AS NOTED
<br />At FOUND 518 INCH X 30 INCH IRON ROD WITH
<br />YELLOW PLASTIC CAP MARKED "OTAK INC"
<br />HELD AS SET IN [1], FLUSH
<br />o SET 1 INCH COPPER DISK MARKED "OTAK
<br />INC" IN CONCRETE SIDEWALK
<br />( ) DATA AS SHOWN ON OR CALCULATED FROM
<br />NOTED REFERENCED DEED OR SURVEY
<br />{ } MEASURED DATA MATCHING REFERENCE [1]
<br />x CHAIN LINK FENCE
<br />CITY OF SALEM
<br />VOLUME 419 PAGE 470
<br />CITY OF SALEM
<br />VOLUME 618, PAGE 83
<br />1005
<br />FOUND 3/4" I.P. DOWN 0.8'
<br />- - - N87°00'42"W 373.86, (373.60')[81 (373.37)[11] (373.31' 12 13 SET IN [13], HELD
<br />)[][]
<br />7-NO202Z26-E 85.52' (85.52'K8] (85.16 )[10115] - - -
<br />��- T_�G§§_D
<br />i 1029 FOUND 5/8' I.R. WNPC MARKED "LS FOUND 5/8" I.R. W/OPC MARKED "J. -
<br />1831" UP ON SET IN [10], HELD FOR BEST PLS 85112", SET IN [4], HELD
<br />RIW (BENT 0.33' E'LY PER [5])
<br />CAPITAL EQUITIES LLC
<br />CALCULATED POSITION REEL 1236 PAGE 789
<br />INITIAL CORNER [15]
<br />0
<br />Ui
<br />CV
<br />OMS REAL ESTATE
<br />SALEM, LLC
<br />REEL 3899
<br />PAGE 426
<br />FENCE 1.3' NORTH
<br />OF CORNER
<br />(103.97'
<br />S86°32'29"E)
<br />FOUND 2" ALUMINUM
<br />CAP MARKED "CITY
<br />OF SALEW WITH
<br />PUNCH MARK, DOWN
<br />0.4% HELD, SET IN [7]
<br />INTERSECTION OF-�
<br />FENCES RUNNING 3 G
<br />NORTH, SOUTH & WEST N 0.1%g�
<br />IS 0.9' WEST OF CORNER kT
<br />FENCE CROSSES LINE o V40 Z*
<br />cj
<br />1018 �J o Cb
<br />FOUND 3/4" I.P., TOP
<br />MUSHROOMED, DOWN 0.3'
<br />HELD, SET IN [14]
<br />CALLED TO IN [A]
<br />FENCE CROSSES LINE
<br />FENCE 0.T WEST OF LINE:
<br />FENCE CROSSES LINE
<br />{R=272.50' L=31.42' A=06°36'23'
<br />CH=N29°00'09"E 31.401
<br />(R=272.50' L=31.42' A=06°36'23"
<br />CH=S25°53'02"W 31.40')[2]
<br />1016
<br />CAP MISSING, BENT SOUTH,
<br />HELD WHERE TIED AT BEND
<br />DOWN 0.5% CALLED TO IN [A]
<br />1014
<br />DOWN 0.8% S87-01-42-E 1.00'
<br />OF LINE AS SET IN [8] I
<br />"PROPERTY A" AS DESCRIBED
<br />IN EXHIBIT A OF PLA DEED:
<br />REEL 4660, PAGE 419, MCDR
<br />4.619 ACRES (BEFORE PLA)
<br />("CONSOLIDATED PROPERTY" AS
<br />DESCRIBED IN EXHIBIT C OF [A])
<br />Ir�_
<br />v
<br />L6
<br />I04 0
<br />STEEL WAREHOUSE ACROSS w
<br />7- LINE BETWEEN PARCEL 1 AND 2 1 cn V_
<br />T N
<br />°
<br />C to
<br />cn Z
<br />{N87000'42"W' 180.80
<br />1021
<br />FOUND 5/8" I.P. BROKEN OFF DOWN 0.5'
<br />(BROKEN 0.4' PIECE FOUND IN HOLE)
<br />v SET IN [11], HELD FOR LINE TO WEST, co
<br />N87000'42"W 0.08' OF CORNER
<br />ao
<br />N
<br />W
<br />N CITY OF SALEM
<br />Uj
<br />PARCEL 1 c
<br />REEL 290 PAGE 1429 N
<br />N N
<br />z FENCE 0.8' WEST OF LINE
<br />z
<br />ADDITIONAL FENCE 12EAST OF LINE �
<br />1007
<br />FOUND 1l2" I.P. DOWN 0.4% SET IN [14]
<br />N0902r18"W 0.51' OF CORNER
<br />NORTH LINE [15]
<br />-L {180.851
<br />11-1ire �6V&�DS�-
<br />OXFORD127
<br />N REET
<br />60' 1 {S02-59-18"W 25.001
<br />joss
<br />SET IN [2]
<br />0
<br />N
<br />ABBREVIATIONS
<br />I.P.
<br />IRON PIPE (INSIDE DIAMETER NOTED)
<br />I.R.
<br />IRON ROD
<br />MON.
<br />MONUMENT
<br />PLA
<br />CITY OF SALEM PROPERTY LINE
<br />ADJUSTMENT
<br />R/W
<br />RIGHT OF WAY LINE
<br />MCDR
<br />MARION COUNTY DEED RECORDS
<br />MCSR
<br />SURVEY NUMBER, MARION COUNTY
<br />SURVEY RECORDS
<br />W/OPC
<br />WITH ORANGE PLASTIC CAP
<br />WNPC
<br />WITH YELLOW PLASTIC CAP
<br />DEED REFERENCES
<br />[A] PROPERTY LINE ADJUSTMENT DEED TO
<br />THE CITY OF SALEM RECORDED JUNE 30,
<br />2022 IN REEL 4639, PAGE 80, MCDR
<br />[B] WARRANTY DEED TO THE CITY OF SALEM
<br />RECORDED NOVEMBER 14,1961 IN
<br />VOLUME 551, PAGE 243, MCDR
<br />[C] WARRANTY DEED TO THE CITY OF SALEM
<br />RECORDED SEPTEMBER 15, 1982 IN REEL
<br />290, PAGE 1429, MCDR
<br />[D] WARRANTY DEED TO THE UNITED HOMES
<br />CORPORATION RECORDED MAY 12,1971
<br />IN VOLUME 702, PAGE 839, MCDR
<br />[E] PROPERTY LINE ADJUSTMENT DEED TO
<br />THE CITY OF SALEM RECORDED MARCH
<br />4, 2008 IN REEL 2926, PAGE 38, MCDR
<br />[F] RIGHT OF WAY DEDICATION RESOLUTION
<br />IN REEL 2939, PAGE 223, MCDR
<br />SURVEY REFERENCES
<br />O
<br />1020 [1] MCSR 39686
<br />FOUND 518" I.R.
<br />W/YPC MARKED [2] MCSR 39514
<br />(4720, "QUERY PLS 1653", [3] MCSR 39498
<br />1813" DOWN 0.', SET IN [6] [4] MCSR 39019
<br />E} HELD FOR P.C. R/W
<br />[5]
<br />MCSR 38776
<br />{A=03°19'39" L=13.21'
<br />[6]
<br />PARTITION PLAT NO.2010-011,
<br />CH=S30038'30"IIV 13.211
<br />MARION COUNTY PLAT RECORDS
<br />(A=03°19'53" L=13.23'
<br />CH=N27°31'181E 13.23')[6]
<br />[7]
<br />MCSR 36849
<br />11-11
<br />[8]
<br />MCSR 36605
<br />FOUND 5/8" I.R. WNPC MARKED
<br />"QUERY PLS 16530, DOWN 02, SET [9] MCSR 34171
<br />IN [6], ON R/W, CORNER PARCEL 3 [10] MCSR 32253
<br />[11] MCSR 27284
<br />(S02014118=W 10.88') [12] MCSR 16944
<br />(10.887219
<br />0
<br />n u
<br />�°
<br />FEN
<br />w
<br />n OF
<br />Z :0
<br />to D
<br />...1
<br />>; NN�1
<br />-.10
<br />xp
<br />cpOdo
<br />Va-
<br />1031
<br />N6804T23'E 0. 10' o0y a top
<br />JFO
<br />1032
<br />[13]
<br />MCSR 16943
<br />[14]
<br />MCSR 16756
<br />0.5' EAST
<br />[15]
<br />"AMENDED PLAT OF NEW HAVEN
<br />V TYPICAL
<br />VOLUME 16, PAGE 24, MARION
<br />PARCEL 3
<br />COUNTY BOOK OF TOWN PLATS
<br />PARTITION PLAT
<br />[16]
<br />MCSR 10356
<br />N0. 2010-11
<br />[17]
<br />"TURNER ROAD ADDITION",
<br />VOLUME 12, PAGE 6, MARION
<br />COUNTY BOOK OF TOWN PLATS
<br />1010
<br />FOUND 1" I.P. UP 02, 0.1 T
<br />N'LY OF R/VII, SET IN MCSR
<br />1006 15447, (0.25' N'LY OF R/W)[81
<br />DAMAGED CAP UP 0.1'
<br />Ct op
<br />Ep.,50 ����o
<br />cr
<br />�� p• O•
<br />` O < to.
<br />to
<br />w
<br />HELD, CALLED TO IN [A] 1009 -4o
<br />(SOO 00'00'E 0.111[41 CAP DAMAGED, BENT WEST,
<br />FLUSH, HELD WHERE TIED N
<br />AT BEND, CALLED TO IN [A] 45'
<br />{99.71' } {145.73)
<br />{99.54')
<br />{N87°oo'42'{WNS 000542"W 245.467
<br />29) BASIS OF BEARINGS
<br />1033
<br />t6.191`
<br />N
<br />N
<br />0
<br />N
<br />Li
<br />U
<br />Q
<br />w
<br />co
<br />w
<br />w
<br />a
<br />0
<br />Ota--k
<br />Otak Inc., 808 SW
<br />3rd Avenue, Suite 8W
<br />Portland, Oregon 97204
<br />Phone: (503) 287-6825
<br />www.otak.com
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />lxij��AOJA
<br />NOVEMBER 12, 2013
<br />MICHAEL D. SPELTS
<br />87475PLS
<br />RENEWS: JUNE 30, 2024
<br />Z
<br />Q
<br />>_
<br />Z
<br />W
<br />2
<br />ZW�
<br />0
<br />w
<br />>�0
<br />�
<br />w
<br />LLI
<br />it
<br />�
<br />0
<br />03�
<br />W
<br />�
<br />w
<br />ww�
<br />COD
<br />LL
<br />U.
<br />0J
<br />CiwQ
<br />W
<br />v
<br />�iZ�
<br />x
<br /><
<br />9
<br />m 0
<br />O
<br />W
<br />0
<br />W
<br />��
<br />0
<br />a.
<br />~aU
<br />L
<br />?
<br />2
<br />0
<br />O
<br />H
<br />- (S020311596IN
<br />9.531 (9.62)[EI213]
<br />1012
<br />FOUND 5/8" I.R. WNPC, MARKED
<br />'QUERY PLS 1653", DOWN 0.7
<br />HELD FOR P.C. R/W, SET IN [6]
<br />18570.000
<br />-{S02°31'59'N 9.89) (9.97)[2][6]
<br />PROJECT NUMBER
<br />1011
<br />FOUND 5/8" I.R. WNPC MARKED
<br />1 of 1
<br />"QUERY PLS 1653", DOWN 0.1' HELD
<br />02017 OTAK, INC.
<br />FOR ANGLE POINT R/W, SET IN [6]
<br />MCSR 39714
<br />
|