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39486
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Last modified
11/17/2021 4:09:48 PM
Creation date
11/17/2021 4:09:43 PM
Metadata
Fields
Template:
PW - Survey
Survey Owner Name
City of Turner
Planning Case Number
PLA 21-A
Survey Jurisdiction
TUR
Survey City
Turner
Tracking Number
SU39486
Recorded Number
39486
Recorded Date
11/17/2021
Survey Type
PLA
Survey Document Type
Originals
Retention
Permanent
Survey Surveyor Name
Kahnamooian
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Ix/lffos� <br />RECORD OF SURVEY <br />PROPERTY LINE ADJUSTMENT <br />LOCATED IN THE NORTHWEST 1/4 AND SOUTHWEST 1/4 OF SECTION <br />20, TOWNSHIP 8 SOUTH, RANGE 2 WEST, WILLAMETTE MERIDIAN, <br />CITY OF TURNER, MARION COUNTY, OREGON <br />JULY 28, 2021 <br />LEGEND <br />• SET 5/0` % 30" IRON ROD W/1PC INSCRIBED 'AKS ENGR 95376PL5 ON: 07/28/2021 <br />qUMENT FOUND 4' DOWN <br />VC PIPE; UNABLE TO <br />SURE TRUE POSITION <br />(S20'26'35"W 32.31')1 <br />32217'28"W 32.31' <br />(S20'26'35"W 38.14')1 <br />S2217'28"W 38.14' <br />s,rs'��Q, <br />6y ,15, <br />AN <br />W/YPC <br />BOTP <br />MCDR <br />FOUND 5/8" IRON ROD W/YPC (OR AS NOTED) INSCRIBED "WILSON PLS 2687"; <br />PER PLAT OF "CRAWFORD CROSSING" BOTP VOLUME 47, PAGE 95; <br />FOUND 5/8" IRON ROD; <br />PER PLAT OF "CRAWFORD CROSSING" BOTP VOLUME 47, PAGE 95; <br />WITH A YELLOW PLASTIC CAP <br />MARION COUNTY DEED RECORDS <br />REFERENCES <br />( )1 RECORD INFORMATION PER "CRAWFORD CROSSING" <br />BOOK OF TOWN PLATS VOLUME 47, PAGE 95 <br />( )2 RECORD INFORMATION PER MCDR REEL 4192, PAGE 172 <br />( )3 RECORD INFORMATION PER MCDR REEL 4497, PAGE 64 <br />w <br />N <br />o --d: <br />�rn <br />w W <br />0o C) <br />P p <br />mm <br />co � <br />z Z <br />(N15'51'38"E 75.16')1 <br />N17'42'31 "E 75.16' <br />(N81'54'1 YE 61.50')1 <br />N83'45'06"E 61.50' <br />• IN <br />�tj, X98; <br />„o\ LOT 2 <br />\ (LAKE LOT) <br />\ CRAWFORD CROSSING <br />\ BOTP VOLUME 47, PAGE 95 <br />X4 <br />1pz <br />FTS 41:� <br />oq�iQO .00 <br />\ <br />\ <br />NOTES <br />1. MONUMENTS ARE CONSIDERED FLUSH UNLESS NOTED OTHERWISE. \ <br />\ <br />NARRATIVE. \ <br />00 / <br />THE PURPOSE OF THIS SURVEY WAS TO ADJUST AND MONUMENT THE PROPERTY LINE AS <br />APPROVED BY CITY OF TURNER NOTICE OF DECISION FILE NUMBER 21-A. �Q� oo C' <br />o <br />PROPERTY A WAS ESTABLISHED BY HOLDING FOUND MONUMENTS AND RECORD BEARINGS AND / x'114.76' <br />RECORD DISTANCE PER LOT 3 OF THE PLAT "CRAWFORD CROSSING" RECORD IN BOOK OF TOWN (L'114.76')1 o <br />� Lo <br />PLATS VOLUME 47, PAGE 95. <br />PROPERTY B WAS ESTABLISHED BY HOLDING FOUND MONUMENTS AND RECORD BEARINGS, <br />RECORD DISTANCES PER SAID PLAT ALONG COMMON LINES AND BOUNDING CALLS PER SAID REEL <br />4192, PAGE 172. THE WEST LINE WAS ESTABLISHED BY HOLDING THE EAST RIGHT-OF-WAY OF <br />SALEM -TURNER RD SE. SAID DEED DOES NOT CLOSE BY 60.00 FEET PER THE RECORD DISTANCE <br />IN THE LAST COURSE. HOWEVER, THIS COURSE IS BOUND TO THE PLACE OF BEGINNING, <br />THEREFORE THE LAST COURSE IS EXTENDED TO THE PLACE OF BEGINNING AND THE RESULTING <br />DISTANCE IS SHOWN HEREON. IT IS FURTHER ESTABLISHED BY MCDR REEL 4497, PAGE 64. <br />RECEIVED 08/24/2021 BY <br />MARION COUNTY SURVEYOR. <br />APPROVED FOR FILING ON <br />11/17/2021. <br />MCSR 39486 <br />�s36 21 .3p' <br />55, 4S'�E <br />S34 • <br />�1 <br />05759'051 179.10')1 <br />S14'08'12"E 179.10' <br />(S106'20"E 1g2. <br />508�5'27'�E 1 53')1 <br />92,53 <br />CURVE TABLE <br />CURVE <br />RADIUS <br />DELTA <br />LENGTH <br />CHORD <br />Cl <br />243.82' <br />(243.82')1 <br />26'58'02" <br />(26'58'02")1 <br />114.76' <br />(114.76')1 <br />N06'13'06"W 113.70' <br />(N08'03'59"W 113.70')1 <br />C2 <br />125.00' <br />(125.00')1 <br />47'35'14" <br />(47'35'17")1 <br />103.82' <br />(103.82')1 <br />S42'52'30"W 100.86' <br />(S41'01'36"W 100.86')1 <br />co <br />00 0 0 <br />r <br />N19'42'07"W 227.44' <br />(N21'33'00"W 227.44')1 <br />N70 4517E 14.00 <br />(S68'26'53"W 14.00')3 <br />S70'45'17"W 6.00' <br />(S68'26'53"W 6.00')3 <br />BASIS OF BEARINGS f HORIZONTAL DATUM <br />BASIS OF BEARINGS: STATE PLANE GRID BEARING <br />HORIZONTAL DATUM: A LOCAL DATUM PLAN DERIVED FROM STATE PLANE <br />OREGON NORTH 3601 N AD83(201 1 )EPOCH 2010.0000. STATE PLANE COORDINATES <br />WERE DERIVED FROM THE TRIMBLE VRS NOW NETWORK. DISTANCES SHOWN ARE <br />INTERNATIONAL FOOT GROUND DISTANCES. <br />PREPAREDFOR <br />CITY OF TURNER <br />5255 CHICAGO ST SE <br />TURNER, OREGON 97392 <br />PROPERTY A <br />EXHIBIT C <br />REEL 4560, PAGE 99 <br />EXISTING AREA: 8.73 ACRES <br />ADJUSTED AREA: 8.69 ACRES <br />TRANSFER AREA <br />EXHIBIT E <br />1,756 SQUARE FEET <br />0.04 ACRES 9 �0' <br />Lo <br />N N23'16'36"W 193.25' <br />ADJUSTED PROPERTY LINE <br />---J-- y - - - - r <br />N23 -1636"W 197.08' <br />(N25'07'39"W 197.08)1 ORIGINAL <br />(S25'08'E 197.08)2 PROPERTY <br />LINE <br />0 0 <br />r- <br />I� -.4- O <br />N N <br />� <br />Lo <br />LoCD <br />� cfl <br />cn cn <br />PROPERTY B <br />EXHIBIT D <br />REEL 4560, PAGE 99 <br />EXISTING AREA: 1.10 ACRES <br />ADJUSTED AREA 1.14 ACRES <br />DATE: 11 /05/2021 <br />REGISTERED <br />PROFESSIONAL <br />LAND SURVEYOR <br />OREGON <br />MARCH 9, 2021 <br />ABRAHAM KAHNAM001AN <br />RENEWS: <br />C <br />MCSR 39486 <br />SCALE: 1"=60 FEET <br />60 0 12 30 60 <br />LOT 2 <br />(LAKE LOT) <br />CV <br />� CV <br />CV c� <br />N N <br />3 � <br />--.d- <br />CD <br />w Q� <br />� <br />Ln <br />N19'42'07"W 168.40' <br />N19'42'07"W 285.16 (N2 1'33 00"w 168.40')1 <br />S47'09 08 W 15.23 <br />N19'42'07"W 287.77' <br />_ S47'09'08"W 6.53' _ <br />(S21'33'00"E 287.77')1 6.00' DEDICATION OF (S45'18'15"W 6.53')3 <br />(N21'33'W 228.04')2 RIGHT-OF-WAY <br />(N21 '33'07"W 287.6l')3 EEL 4497, PAGE 64 <br />w <br />O �- <br />N <br />N <br />Lo o <br />r_�rl <br />o <br />00 <br />co <br />cin <br />lol <br />0 <br />0 <br />
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