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DENTAL SOUTHERLY EXTENSION OF EAST LINE [14]
<br />VOLUME 329 102
<br />PAGE 116 FOUND 2" I.P. IN CONCRETE
<br />DOWN 0.6', UNKNOWN ORIGIN
<br />N8703841'W 0.34' OF WEST LINE EXTENDED
<br />CITY OF SALEM
<br />TRACT 1
<br />VOLUME 551 PAGE 243 [B]
<br />CITY OF SALEM
<br />TRACT 2
<br />VOLUME 551 PAGE 243 [B]
<br />N02021'19"E 15.17'-
<br />FENCE CORNER-"'�
<br />0.6' NORTH AND
<br />1.3' WEST OF
<br />PROPERTY
<br />CORNER
<br />bo
<br />0
<br />M
<br />r
<br />CITY OF SALEM
<br />VOLUME 617 PAGE 103
<br />BENT SW • •. OF O
<br />BEND,TIED AT •. ROD DOWN 1.0-
<br />0.35'OF CORNER
<br />SET IN MCSR 22074
<br />DISTURBED
<br />CITY OF SALEM
<br />VOLUME 419 PAGE 470
<br />u
<br />a-
<br />_m
<br />Lam!
<br />moo b
<br />•raffilwAIL201ex-.
<br />1025 FENCE ±1' NORTH'
<br />FLUSH, HELD OF LINE
<br />CALLED TO IN [A]
<br />S86059145REE 1
<br />. '
<br />i7Rtt S2S2�11A1t�9 /Ann n
<br />OMS REAL ESTATE
<br />SALEM, LLC NARRATIVE
<br />VOLUME 3899 PAGE 426 1023 THE PURPOSE OF THIS SURVEY IS TO RESOLVE AND MONUMENT THE
<br />FOUND 2" ALUMINUM CAP MARKED EXTERIOR BOUNDARIES OF THE TWO PROPERTIES SHOWN REFERENCED AS
<br />7 FENCE 13NORTH
<br />"CITY OF SALEM" WITH PUNCH MARK DEEDS �� [Cl' AND �� [E]" FOR A PROPERTY LINE ADJUSTMENT FOR LOT
<br />OF CORNER CONSOLIDATION ELIMINATING THE COMMON LINES AS AUTHORIZED BY THE
<br />DOWN 0.4', HELD, SET IN [5] CITY OF SALEM AS PROPERTY LINE ADJUSTMENT CASE NO.PLA 22-02.
<br />860' " SOUTH TOWN CENTER ILC DEED [E] RECORDED IN REEL 2926, PAGE 38 IS A PROPERTY LINE
<br />S®V
<br />(104.13�[A][5) VOLUME 3638 PAGE 139 ADJUSTMENT APPROVED AS PLA 07-40 THAT CONSOLIDATED THE PROPERTY
<br />1 ACQUIRED BY CONDEMNATION LN REEL 2664, PAGE 444, MARION COUNTY
<br />1022 INTERSECTION OF FENCES - COURT RECORDS, WITH THE PROPERTY PREVIOUSLY CONSOLIDATED BY PLA
<br />FLUSH, HELD RUNNING NORTH, SOUTH
<br />c �'. 07-39 AND PLA 0740 AS SHOWN ON MCSR 39498.
<br />CALLED TO IN [A] WEST IS 0.9' WEST OF CORNER
<br />cn tri BEARINGS ARE BASED ON THE OREGON STATE PLANE COORDINATE SYSTEM,
<br />14' LONG TRASH ENCLOSURE FENCE CROSSES LINE �c; NAD83(2011) EPOCH 2O10 00 NORTH ZONE AND CAN BE REPRODUCED
<br />FENCE EXTENDS 1.5' SOUTH ca c BETWEEN MONUMENTS 1005 AND 1011 AS SHOWN.
<br />OF LINE FENCE 1.5' EAST THE NORTH RIGHT OF WAY LINE OF THE 25.00 FOOT WIDE PORTION OF
<br />FOUND 3/4"� LP., O1, TOP OF CORNER OXFORD STREET THAT ADJOINS THE PROPERTY IS ALSO THE NORTH LINE OF
<br />1026 "AMENDED PLAT OF NEW HAVEN" FOR WHICH MONUMENTS
<br />FOUND 3/4 LP., DOWN 1.2 MUSHROOMED, DOWN 0.' �'�
<br />S87038'41°E 0.19' OF WEST LINE 1005 , O050, (1050 AND 1011 WERE HELD. MONUMENT OW ON THE
<br />SET IN [10], LINE TO WEST HELD, SET IN [11] o o SOUTH RIGHT OF WAY LINE SUPPORTS THIS RESOLUTION.
<br />CALLED TO IN [A]
<br />IS 0.5` N'LY OF MON. MONUMENTS (jW AND 1016 WERE HELD FOR THE EAST LINE OF
<br />FENCE CROSSES LINE PARCELS 1 AND 2 OF DEED [C].
<br />(NORTHERLY PORTION CONDEMNED TO FENCE 0.7' WEST OF LINE THE SOUTH LINE OF SAID PARCEL 2 WAS HELD PARALLEL TO SAID NORTH
<br />CITY OF SALEM BY JUDGEMENT CASE N0. FENCE CROSSES LINE r LINE OF "AMENDED PLAT OF NEW HAVEN" PER DEED [C] THROUGH
<br />� J
<br />05C22139 PER REEL 2664 PAGE 444 [A]) Q G MONUMENT (MI).
<br />`= U MONUMENTS 1AND 1025 WERE HELD FOR THE WEST LINE OF DEEDS
<br />"PROPERTY A" AS DESCRIBED 005 R=272.50' L=31.42' A=06°36'23" C AND A .MONUMENTS 1013 1014 SUPPORT THIS LOCATION.
<br />IN EXHIBIT A OF PLA DEED; , � .� � CH=N29°oo'o9'E 31.40' [ ] [] U AND U
<br />r v = �` MONUMENTS 1014 AND 1016 WERE HELD FOR THE NORTH LINE OF
<br />REEL 4639, PAGE 80, MCDR o z _j (R=272.50' L=31.42' A=06°36'23" 0 0
<br />1036 W o ,� CH=S25°53'02"W 31.40` 1 PARCEL 2. THIS RESULTS IN A NORTH -SOUTH LENGTH FOR PARCEL 2 OF
<br />3.767 ACRES (BEFORE PLA) SET IN [1] __j )[ ] APPROXIMATELY 12.7 FEET LESS THAN THE 218.12 FEET PER DEED [C]. I
<br />1016h 1020 BELIEVE THE DEED IS IN ERROR WHICH ALSO CALLS TO THE SOUTHWEST
<br />CAP MISSING, BENT SOUTH, HELD WHERE 7.5 �� FOUND 5/8" I.R. W/YPC CORNER OF DEED [D] AS THE POINT OF BEGINNING AND NORTHWEST
<br />TIED AT BEND DOWN 0.5' CALLED TO IN A =1 " CORNER OF PARCEL 2. ACCORDING TO DEED D THIS POINT IS 447.21 FEET
<br />' [ ] S80°18'13"E MARKED QUERY PLS 1653 [ ]
<br />A=®27'3 ■® DOWN 0.2', SET IN [4] FROM THE NORTH LINE OF "NEW HAVEN ADDITION", WHICH IS WITHIN A FOOT
<br />1017 _ 47.20 OF THE LOCATION SHOWN MAKING THE NORTH -SOUTH LENGTH OF PARCEL 2
<br />FOUND 5/8 I.R., NO CAP BENT SW 1 � HELD FOR P.C. RNV
<br />'' o ■■ _ o' A=03°19'39" L=13.21' PER DEED [C] IMPOSSIBLE WITHOUT OVERLAPPING PARCEL 1 OF THE SAME
<br />DOWN 0.4, N77 23 59 0.17 WHERE TIED 1 5 7
<br />_ ° o, o CH=S30°38'30"W 13.21' DOCUMENT. THE ADJOINING DEED [A] AND ALL OTHER SURVEYS IN THE AREA
<br />AT BEND, SET IN [8], DISTURBED PER [6] (CH 110.80 0 23 27 39 �, ° �,
<br />R=272.50' L=111.58` 1 C (A=03019'53" L=13.23' APPEAR TO HAVE ALSO DISREGARDED THIS DISTANCE IN DEED [C] AND ARE
<br />SW CORNER [D] - L=111. ' )[ ] is -1 `` CH=N27°31'18"E 13.23')[4] IN AGREEMENT IN THE GENERAL LOCATION OF THE NORTH LINE OF PARCEL
<br />(R-272.50 60 )[G] ® 2. THE FACT THAT BOTH SIDES OF THIS LINE ARE IN COMMON OWNERSHIP
<br />S87°01 `42"E 180.75' �' '
<br />1019
<br />(180.84')[6][C) (180.77►)[A AND THAT THE LINE IS BEING ELIMINATED MAKE THIS EVEN LESS F A
<br />1014 ] v' moo' FOUND 5/8" I.R. W/YPC MARKED
<br />87°01'42"E 1.00' „ "QUERY PLS 1653", DOWN 0.2' CONCERN.
<br />CV M u
<br />DOWN 0.8' CONSOLIDATED ►► ►► -� ► MONUMENTS 1025 AND WERE HELD FOR THE WEST PORTION OF
<br />S v- SET IN [4], ON RAN, CORNER PARCEL 3 0 1022
<br />HELD FOR 1.00 EASTERLY PROPERTY" AS DESCRIBED o ;;' THE NORTH LINE OF DEED [A], AND BOTH WERE CALLED TO IN SAID DEED [A].
<br />OFFSET AS SET IN [6] „' 1 A=26°44'23" L=106.18'
<br />IN EXHIBIT C OF PLA DEED. v CH= 15° 6'29"W 105.21' MONUMENT 1023 WAS HELD FOR THE NORTHEAST CORNER ALTHOUGH
<br />;;' = 6- 3 = ' FOUND SOUTHERLY OF THE POSITION SHOWN ON PROPERTY LINE
<br />LINES T BE REMOVEDREEL 4639, PAGE 80, � (A 26 44'09 L 106.16
<br />MCDR4.619 ACRES CH=N12°29'17"E 105.20')[4] ADJUSTMENT MCSR 36849 WHICH CREATED THE CORNER AND SET THE
<br />,
<br />-- c� S02°14'18"W 10.88' (10.88')[1][2][4] MONUMENT. IT IS MY OPINION THAT THE MONUMENT HAS NOT BEEN
<br />PROPERTY B AS DESCRIBED _ n � _ DISTURBED AND WAS ORIGINALLY SET AT THE INCORRECT LOCATION. BOTH
<br />0201 '1 1' . (10.88')[1][G] DEED [A] AND THE NORTHERLY ADJOINER'S DEED RECORDED IN VOLUME
<br />1N EXHIBIT B OF PLA DEED. L6 N N o w 3899, PAGE 426 CALL TO THIS IRON ROD. MCSR 39498 DID NOT HOLD THE
<br />REEL 4639, PAGE 80, MCDR N �, v, m �,,; coo FENCE 0.5 EAST
<br />I o MONUMENT BECAUSE MCSR 36849 DESCRIBES INTENTION TO EXTEND THE
<br />N o o (" � C n �� �e OF R/W TYPICAL
<br />0.852 ACRES (BEFORE PLA) s `" �,- o _�° '� LINE TO THE WEST EASTERLY. I REJECTED THIS CONCLUSION WHICH WAS
<br />►� it p se ►�, U, PARCEL 3
<br />{CITY OF SALEM, PARCEL 2 I ch �`' n �_', �'- 6= BASED ON BEARINGS AND GAVE MORE WEIGHT TO THE FACT THAT THE
<br />o �j j -, ,, �° �, -Go
<br />�, PARTITION PLAT MONUMENT DOES NOT APPEAR DISTURBED AND IS CALLED TO IN BOTH
<br />REEL 290 PAGE 14291 N w ° �' o o e o c, NO. 2010-11 DEEDS. REPLACING THE MONUMENT AT DEED DISTANCE FROM MONUMENT
<br />cr
<br />o�CP
<br />Cpo ' i;� , AT THIS TIME WOULD PLACE IT NORTHERLY OF THE SOUTH FENCE LINE
<br />in VC\ '`p s .0-, OF THE NORTHERLY ADJOINER. THEREFORE THIS SURVEY AND ASSOCIATED
<br />co M 1031 , 'N DEEDS HOLD THIS INCORRECTLY SET MONUMENT AND CREATE AN ANGLE
<br />I N6804723"E 0.10' C' tp®® 6'cs,
<br />POINT IN THE NORTH LINE.
<br />700 ' v1w 1 ,$ - tJ V MONUMENT (10jo AS CALLED TO IN DEED [A] AND MONUMENT 1036. WERE
<br />STEEL WAREHOUSE ACROSS (180.84')[C] ®r'(P ' 0 �® HELD FOR THE NORTHERLY PORTION OF THE EAST LINE.
<br />LINE BETWEEN PARCEL 1 •� 6'° �-
<br />2 RD TREET I H N 4
<br />AND "PROPERTY B" 1021
<br />CITY 1SALEM
<br />VOLUME 618, PAGE 83
<br />1013
<br />FOUND 1/2" I.P., DOWN 1.8'
<br />SET IN [9], ON PARCEL 1 LINE
<br />CAPITAL EQUITIES I IC
<br />REEL 1236 PAGE 789
<br />005 4
<br />FOUND 3/4" I.P. DOWN 0.8'
<br />SET IN [10], HELD
<br />RECEIVED 08/08/2022 BY
<br />MARION COUNTY SURVEYOR.
<br />APPROVED FOR FILING ON
<br />09/15/2022.
<br />r
<br />m
<br />0
<br />IN
<br />FOUND 5/8" I.P. BROKEN OFF DOWN 0.5'
<br />(BROKEN 0.4' PIECE FOUND IN HOLE)
<br />SET IN [8], HELD FOR LINE TO WEST,
<br />Cq
<br />N87000'42' W 0.08' OF CORNERcm
<br />-
<br />o
<br />m
<br />r
<br />�r-
<br />N
<br />CITY OF SALEM
<br />Uj
<br />- W
<br />PARCEL 1
<br />�-
<br />c�
<br />REEL 290 PAGE 1429
<br />N
<br />°
<br />o
<br />FENCE 0.8' WEST OF LINE
<br />Cm
<br />cm
<br />o z
<br />ADDITIONAL FENCE 12EAST OF LINE
<br />0
<br />1007
<br />o
<br />CD
<br />FOUND 1/2" I.P. DOWN 0.4% SET IN [111
<br />N09027'18'W 0.51' OF CORNER
<br />NORTH LINE [12]
<br />180.85' (180.84')[6][C]
<br />10 127.81'
<br />' T EE
<br />S02059'18"W 25.00'
<br />�Q ��g
<br />sso ���,�`�y
<br />v,
<br />a,`"'°
<br />3 S S.E. S S OW AS 5.00 FEET WIDE ON PARTITION PLAT N0.
<br />2010-011 WITH A PORTION ADJOINING THE PROPERTY DEDICATED BY REEL
<br />` Irv, '�
<br />`P-'.
<br />2939, PAGE 223, MCDR. RIGHT OF WAY LINES WERE RESOLVED FITTING THE
<br />�A,,
<br />ANGLES, DISTANCES AND CURVE DATA FROM MCSR 39514 TO THE
<br />MONUMENTS FOUND OR SET THEREON SHOWN HEREON AS 1011 ,
<br />1012 , 1020 , 1032 , 1033 , 1034 , 1035 AND 1036 . MONUMENT 1019 WAS
<br />�
<br />e'' `'-' 6'- `o-
<br />FOUND ON THE EAST RIGHT OF WAY LINE AND MONUMENT 1031 WAS FOUND
<br />1032 0 so o, �, `�j's, . 0.10' AWAY FROM THE WEST RIGHT OF WAY LINE.
<br />o � � �
<br />�� s MONUMENTS DESCRIBED AS HELD WERE MEASURED TO BE WITHIN 0.06' OF
<br />v �� `� ���'L' THE CALCULATED POSITION.
<br />N (SOUTHEAST PORTION ® o aQ
<br />CONVEYED TO CITY OF SALEM-
<br /><w
<br />-
<br />1002
<br />FOUND 5/8" I.R. W/OPC MARKED "J
<br />BEST PLS 85112", SET IN [3], HELD
<br />IN PLA 07-39 AND PLA 07-40
<br />n
<br />1010
<br />/- FOUND 1" I.P. UP 0.2% 0.17' N'LY OF RIW,
<br />SET IN MCSR 15447, (0.25' NLY OF R/W)[6]
<br />S 2°1'5 ' . ' (9.62')[E][1][2]
<br />1012
<br />�- FOUND 5/8" I.R. W/YPC, MARKED "QUERY PLS
<br />1653", DOWN 0.2' HELD FOR P.C. R/W, SET IN [4]
<br />S02°31'59"W
<br />9.89' (9.97')[1][4] -
<br />60 30 0 60
<br />SCALE: 1 "=60'
<br />SURVEY REFERENCES
<br />[1 ] MCSR 39514
<br />Otak
<br />[2]
<br />MCSR 39498
<br />4 z ,,,«•
<br />ilk,
<br />[3]
<br />MCSR 39019
<br />4
<br />[]
<br />PARTITION PLAT NO.2010-011, MARION
<br />Otak Inc., 808 S
<br />3rd Avenue, Suite 800
<br />COUNTY PLAT RECORDS
<br />Portland, Oregon 97204
<br />[5]
<br />MCSR 36849
<br />Phone: (503) 287-6825
<br />www.otak.co
<br />[6]
<br />MCSR 36605
<br />[7]
<br />MCSR 32253
<br />[8]
<br />MCSR 27284
<br />REGISTERED
<br />[9]
<br />MCSR 16944
<br />PROFESSIONAL
<br />[10]
<br />MCSR 16943
<br />LAND SURVEYOR
<br />[11 ]
<br />MCSR 16756
<br />[12]
<br />'AMENDED PLAT OF NEW HAVEN",
<br />VOLUME 16, PAGE 24, MARION COUNTY
<br />BOOK OF TOWN PLATS
<br />=MICHAELD.
<br />[13]
<br />"TURNER ROAD ADDITION", VOLUME 12,
<br />PAGE 6, MARION COUNTY BOOK OF
<br />RENEWS: JUNE 30 2024
<br />TOWN PLATS
<br />® , ® ®®e ® l
<br />•
<br />0
<br />•, ' ®®
<br />• •-i 1 ,'
<br />® ". ®, ®-
<br />i
<br />.® BOB
<br />i
<br />A®
<br />r - • L
<br />®' '' • • ® I- •'®
<br />i - • •
<br />® k ..
<br />FOUND MONUMENT AS NOTED
<br />FOUND 5/8" I.R. W/YPC MARKED "MULTITECH
<br />ENG." SET IN [6]
<br />FOUND 1" BRASS CAP MARKED "WILSON PLS
<br />2687" IN SIDEWALK, HELD AS IN [2]
<br />Ak FOUND 5/8" IRON ROD WITH YELLOW
<br />PLASTIC CAP MARKED "WILSON PLS 2687",
<br />FLUSH, HELD AS SET IN [2] OR AS NOTED
<br />SET 5/8 INCH X 30 INCH IRON ROD WITH
<br />YELLOW PLASTIC CAP MARKED "OTAK INC"
<br />O DATA AS SHOWN ON OR CALCULATED FROM
<br />NOTED REFERENCED DEED OR SURVEY
<br />x CHAIN LINK FENCE
<br />18570.000
<br />PROJECT NUMBER
<br />O 2017 OTAK, INC.
<br />
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