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0' 60' 120'
<br />SCALE: 1 INCH = 60 FEET
<br />IR 5/8" W/YPC
<br />"DEA INC" (5)
<br />VL
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<br />o� o0 00
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<br />PARCEL 1
<br />P.P. 96-98
<br />IN6S
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<br />A Sss'02'4� S2'168 8S'
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<br />ti
<br />IRT
<br />5/8 BEN (6)—/
<br />TIED SPIN HOLE
<br />8.91'
<br />[8.91'(6)]
<br />/ IR 5/8" BENT, DOWN 0.4'
<br />BEARS S40'24'22"E 0.71'
<br />FROM CORNER (4)
<br />U
<br />RECORD OF SURVEY
<br />IN THE NE 1/4 OF SECTION 23, T.7S., R.3W., W.M.
<br />CITY OF SALEM, MARION COUNTY, OREGON
<br />nATF- .IUNF nF_ gngg
<br />THE PURPOSE OF THIS SURVEY IS TO MONUMENT THE BOUNDARY
<br />OF THAT PROPERTY CONVEYED TO LEVEL 3 COMMUNICATIONS, LLC
<br />BY REEL 1672, PAGE 438, MARION COUNTY DEED RECORDS,
<br />EXCEPTING THEREFROM THOSE POR11ONS CONVEYED TO HANCOCK
<br />DESCRIBED AS PARCELS 1 AND 2 IN REEL 1739, PAGE 245,
<br />MARION COUNTY DEED RECORDS.
<br />FOR MY BASIS OF BEARINGS, BEING ALSO 'LINE A' OF SUBJECT
<br />PROPERTY, I HELD THE OREGON STATE PLANE NORTH ZONE 3601,
<br />NAD83(2011), EPOCH 2010.00, ESTABLISHED BY GPS RTK METHODS
<br />UTILIZING THE OREGON REAL-TIME GNSS NETWORK BETWEEN
<br />MONUMENTS FOUND ALONG SAID LINE. THE WESTERLY TERMINUS
<br />OF SAID LINE A WAS HELD AS BEING 775.47 FEET WEST OF
<br />MONUMENT 'C' PER (5).
<br />THE WEST LINE OF 16TH STREET NE WAS RESOLVED BY HOLDING
<br />MONUMENTS 'C' AND 'D' PER (5).
<br />'LINE B' WAS RESOLVED BY HOLDING PARALLEL WITH 'LINE A'
<br />THROUGH MONUMENT 'E' PER (5).
<br />LEVEL 3 COMMUNICATIONS, LLC
<br />REEL 1672, PAGE 438
<br />4.96 ACRES
<br />402.87'
<br />'LINE C' WAS RESOLVED BY HOLDING MONUMENTS 'E' AND 'F' PER
<br />(5).
<br />CURVE 'C2' WAS RESOLVED BY HOLDING RECORD RADIUS AND
<br />LENGTH FROM MONUMENT 'F' PER (5).
<br />'LINE D' WAS RESOLVED BY HOLDING 170.94 FEET NORTHEASTERLY
<br />OF MONUMENT 'G' AND THE WESTERLY TERMINUS OF CURVE 'C2'
<br />PER (5).
<br />'LINE E' WAS RESOLVED BY HOLDING PARALLEL WITH THE
<br />WESTERLY LINE OF TAFT STREET THROUGH MONUMENT 'G' PER (5).
<br />THE WESTERLY LINE OF TAFT STREET WAS RESOLVED BY HOLDING
<br />MONUMENT 'E', 'F' AND 50.00 FEET NORTHWESTERLY OF
<br />MONUMENT 'H' PER (5).
<br />[N85'59'35"W 775.47'(5)]
<br />[N87'48'47"W 775.45'(6)
<br />BASIS OF BEARINGS
<br />'05"E 775.47'
<br />S85'59
<br />622.86' [622.30'(6)] [621.4'(2)
<br />LINE A
<br />IR 1/2" BENT, OWN
<br />0. 5 ' J
<br />D
<br />PARCEL 2
<br />P.P. 96-98
<br />IR 5/8" (2)
<br />219.99' ES87'50'E 222.87'(1)]`
<br />i
<br />TIED SPIN HOLE (1) C
<br />E
<br />IR 5/8" W/YPC (5)-�
<br />"DEA INC", DOWN 0.4' /
<br />298.29 , C N6� . 0 I? o
<br />p• 0) V 01 49V�,4 "1{�
<br />LEGACY III /�68, ���F ^o' w2S4S4.30,
<br />REEL 4546, PAGE 223 �568.Op 008"' °' �s�
<br />r--
<br />28'�S
<br />'E 43433.? 0) HANCOCK
<br />329,9 �S6 13oo� PARCEL 2 OF
<br />)J 9'52 s 00, �ry •"� REEL 1739, PAGE 245
<br />13S 00.
<br />AD OU T, LLC
<br />REEL 3457, PAGE 301 `••
<br />G
<br />IP 1/2" (3)�
<br />DOWN 1.2'
<br />SURVEY/DEED REFERENCES
<br />NOTE: ALL REFERENCES ARE
<br />FROM MARION COUNTY RECORDS
<br />(1) MCSR 21948
<br />(2) MCSR 24890
<br />(3) MCSR 25607
<br />(4) MCSR 31697
<br />(5) MCSR 35657
<br />(6) P.P. 96-98
<br />!V{.CSR 39646
<br />HANCOCK
<br />REEL 718, PAGE 162
<br />CURVE TABLE
<br />CURVE #
<br />LENGTH
<br />RADIUS
<br />DELTA
<br />CH. BEARING
<br />CH. LEN.
<br />Cl
<br />115.67'
<br />390.00'
<br />16'59'38"
<br />S09'19'12"E
<br />115.25'
<br />C2
<br />63.04'
<br />40.00'
<br />90'17'29"
<br />S66'49'41 "W
<br />56.71'
<br />RECORD CURVE TABLE
<br />CURVE #
<br />LENGTH
<br />RADIUS
<br />DELTA
<br />CH. BEARING
<br />CH. LEN.
<br />C1 (5)
<br />115.67'
<br />390.00'
<br />16'5937"
<br />N09'22'37"W
<br />115.25'
<br />C1 (6)
<br />---
<br />---
<br />---
<br />N11 *11'33"W
<br />115.25'
<br />C2 (5)
<br />63.04'
<br />40.00'
<br />90'18'12"
<br />---
<br />---
<br />2S'
<br />0
<br />5.67'
<br />MCSR 39646
<br />'LINE F' WAS RESOLVED BY HOLDING MONUMENT 'G' AND 374.00
<br />FEET SOUTHWESTERLY OF MONUMENT 'A' PER (5).
<br />'LINE G' WAS RESOLVED BY HOLDING MONUMENT 'A' AND 433.29
<br />FEET NORTHWESTERLY OF MONUMENT 'G' PER (5).
<br />'LINE H' WAS RESOLVED BY HOLDING A LINE THROUGH MONUMENTS
<br />'A' AND 'B' PER (5). THE EASTERLY TERMINUS OF SAID LINE WAS
<br />HELD AS BEING 8.91 FEET SOUTHEASTERLY OF MONUMENT 'B' PER
<br />(6).
<br />CURVE 'Cl' WAS RESOLVED BY HOLDING A RADIUS OF 390.00
<br />FEET FROM THE EASTERLY TERMINUS OF 'LINE H' AND THE
<br />WESTERLY TERMINUS OF 'LINE A' PER (5).
<br />KELLER TRUST
<br />REEL 4176, PAGE 443
<br />R 1/2", DOWN 0.5'
<br />SHOWN IN (2)
<br />152.61'
<br />[N67'S1'W 152.72'(2)]\;
<br />146.94' [S87'50'E 150'(1)]
<br />LINE 8 [40.00'(5)] 40.00'
<br />N85'S9905"W 264.81'
<br />[N85'59'35"W 264.87'(5)]
<br />KEYSTONE INDUSTRIAL PARK, LLC
<br />REEL 2510, PAGE 145
<br />(ORIGINALLY CONVEYED TO HANCOCK IN
<br />REEL 1739, PAGE 245, PARCEL 1)
<br />!N"'—IR 5/8" BENT, DOWN 1.0'
<br />TIED SPIN HOLE (5)
<br />33' 30'
<br />IP 3/4", DOWN 1.5'
<br />SHOWN IN (5)
<br />I © HARRIS0IV N
<br />ST
<br />NE lo
<br />to
<br />of
<br />N �
<br />N
<br />U 00
<br />N O W
<br />u N Wit- I
<br />N �
<br />0) O n
<br />N (n O
<br />lzi
<br />33' ;
<br />@ J
<br />IR 5/8" (5) --*-
<br />DOWN 0.5'
<br />LEGEND
<br />• FOUND MONUMENT WITHIN 0.20' OF
<br />SURFACE UNLESS OTHERWISE NOTED
<br />HELD UNLESS OTHERWISE NOTED
<br />0 SET 5/8"x30" IR W/YPC MARKED
<br />"HOWELL LS 91569", FLUSH
<br />❑ SET 1-1/8" COPPER PLUG MARKED
<br />"HOWELL LS 91569", FLUSH
<br />OX NARRATIVE MONUMENT REFERENCE
<br />[DATA(#)] RECORD DATA & REFERENCE
<br />C(#) CALCULATED DATA & REFERENCE
<br />MCSR MARION COUNTY SURVEY RECORDS
<br />215. W/YPC WITH YELLOW PLASTIC CAP
<br />N68°01'34"W 50.00'
<br />[N69'52'W 50.00'C(3)]
<br />N68'01'49"W 50.00'C(5)]
<br />[]
<br />P 1", DOWN 0.3'
<br />4O SHOWN IN (3)(5)
<br />S��
<br />P.P.
<br />PARTITION PLAT
<br />R., P.
<br />REEL, PAGE
<br />IR
<br />IRON ROD
<br />IP
<br />IRON PIPE
<br />REGISTERED
<br />PROFESSIONAL
<br />LAND SURVEYOR
<br />OREGON
<br />SEPTEMBER 12, 2017
<br />7STEVEN LEE HOWELL
<br />91569
<br />RENEWS: 6-30-2023
<br />
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