HomeMy WebLinkAboutPlat, PLA APPLICANT 6/7/2016(S89°41'00"W 195.80')
7FOUND 60D NAIL
S1048'50" 0.66'
NE CORNER
BLOCK 1
a3
L3 S71010'24"W 56.16'
L4 S19007'22"E 10.96'
tA
BLOCK 1
1" IRON ROD
O S70033'00"W 0.95
od ,, HELD FOR LINE
LOT 6
vl
PROPERTY LINE ADJUSTMENT
FOR
MCCREERY & DeHART
NE 1/4, SECTION 34, TOWNSHIP 17 SOUTH, RANGE 3 WEST
OF THE WILLAMETTE MERIDIAN,.
LANE COUNTY, OREGON
6 MAY, 2016
LINE # BEARING DISTANCE
Ll S70°33'00"W 21.36'
L2 N19°27'00"W 16.62'
L5 S71018'00"W 54.13'
L6 S19027'00"E 31.56'
L7 S70033'00"W 53.29'
s's
0°3 ,yt sss
V" STREET
S 1/2 LOTS
DEHART ` E2
�'
�- +13,879 SQFT ,L3 r,
`
N 50.0 FT LOT 1 /
�, s
PK NAIL
y5 LI
S7009'50"W 1.52'
OLD LINE
o
FROM COMPUTED
/ L4
INTERSECTION
LOT 2 /
MCCREERY
NEW LINE, +21,106 SQFT
`
BLOCK 7
/
/ LOT 3
V IRON ROD
0°33�1a500`>
HELD FOR LINE
LOT 4
h
r�,
2-f \ 25 p0`
5/8" REBAR
W/ YPC "LS 1091"
S70033'00"W 0.23'
0
BLOCK $°1g�1
SE CORNER 25 03� 5 0)AI
BLOCK 8 —� �Z
L
.23'
INT \t'a
°
\ 00
PK N
S 10025'54"W 0
FROM COMPUTED PO
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W/17///////
MAP 17-03-34-11 TL 600 & 3500
INK: HP C4871A MEDIA: PIXELLE RIJB24-36
THE PURPOSE OF THIS SURVEY IS TO ADJUST THE PROPERTY LINE BETWEEN
MCCREERY AND DEHART AS SHOWN HEREON. THE ADJUSTMENT WAS
APPROVED UNDER CITY OF SPRINGFIELD CASE NUMBER TYP116-00016. THE
ADJUSTED LINE WAS ESTABLISHED AT THE DIRECTION OF THE OWNERS AND
IN CONFORMANCE WITH THE CITY APPROVAL TO CLEAR THE EXISTING
STRUCTURE ON THE MCCREERY PROPERTY AND HAVE NO NET CHANGE IN
EITHER STREET FRONTAGE OR AREA FOR BOTH PROPERTIES. THE ADJUSTED
LINE WAS CLOSED ONTO THE EAST AND WEST BOUNDARY OF THE
PROPERTY. THE EAST BOUNDARY IS THE WESTERLY RIGHT-OF-WAY OF
KELLY BOULEVARD. KELLY BOULEVARD WAS REESTABLISHED HOLDING
THE RECORD ALIGNMENT FROM THE PLAT OF EMERALD HEIGHTS AND THE
FOUND 3/4 PIPE AT THE NORTHEAST CORNER OF BLOCK 1 AND THE THE
CONCRETE MONUMENT AT THE SOUTHWEST CORNER OF BLOCK 7. THIS
SOLUTION tWkEED WELL WITH THE STREET IMPROVEMENTS (CURBS) AS
OPPOSED TO A SOLUTION HOLDING THE PK NAILS. THE WEST BOUNDARY
LINE WAS ESTABLISHED AT RECORD DISTANCE FROM THE EAST BOUNDARY
LINE PER THE PLAT OF EMERALD HEIGHTS. TO COMPUTE THE LOCATIONS
OF THE ORIGINAL LOT LINES OF EMERALD HEIGHTS THE TWO V IRON RODS
WERE HELD SINCE THEY APPEARED TO AGREE WELL WITH PLAT DISTANCES
AND IMPROVEMENTS ALONG THE BOUNDARY LINES.
EASEMENTS:
E1 PRIVATE T WIDE NO BUILD EASEMENT.
E2 PRIVATE T WIDE OVERHEAD UTILITY EASEMENT.
FROM KELLY BLVD RUN S88041'38"W 22.48' TO LINE L2.
THE EASEMENTS NOTED ARE BEING CREATED AS PART OF THE
PROPERTY LINE ADJUSTMENT AND ARE INCORPORATED INTO THE
ADJUSTMENT DEED RECORDED AS DOCUMENT #2016-
FOUND
4"x4" CONCRETE
MONUMENT
"I" STREET
by w
XPi i(�- pnOf �
Piopa Mjvs
o�� c
LEGEND:
® FOUND 5/8" IRON ROD, OR AS NOTED
O FOUND 3/4" IRON PIPE, OR AS NOTED
O SET 5/8"X 30" REBAR W/ OPC "EGR & ASSOC."
® SET 1 1/8" BRASS DISC W/ PUNCH "EGR & ASSOC."
CALCULATED POINT
RECORD DATA PER REFERENCE 1,
�) EQUALS MEASURED UNLESS NOTED
LCODR LANE COUNTY OREGON DEED RECORDS
OPC / YPC ORANGE PLASTIC CAP / YELLOW PLASTIC CAP
REFERENCES:
Rl EMERALD HEIGHTS, BOOK 4 PAGE 14
COUNTY SURVEY FILE 43192, DAHRENS
COUNTY SURVEY FILE 43050, WARD JR.
COUNTY SURVEY FILE 10446, FOLLETT
DEEDS:
DOCUMENT #2012-044928, LCODR
DOCUMENT #2015-046125, LCODR
rPROFESSIONAL"I
LAND SURNtYOR
JANUARY 14, 2003
*- . ERICKS ,,.
55524
EX PI ` /17