HomeMy WebLinkAboutSurvey 20421NW SPRUCE AVE 80' RIGHT OF WAY
N89028'13"W 60.01'
(N89'25'52"W 60.00')
N89°25'49"W 103.00' N89024'49"W 103.94'
N89'25'52"W 103.00') (N89'25'52"W 104.00'
N00035' 100E 75.90'
0 0
(N00'34'08"E 75.90')
ui L6>-
.-�
°p o
W) po re)
M
B
Q
o 0
cm M
w !�
N89°26'34"W 103.01'
>-
ui '�
C)
.
(N89'25'52"W 103.00')
LL
j o
►),
O
cn o
0 o
N00033'34"E 52.00'
w to
Zcl)
(N00'34'08"E 52.00')
=
o 0
0
o31
N89025'47"W 102.99'
Q:f
(N89'25752"W 103.00')
Lo
O
No
Q
N00034'20"E 52.01'
Q
Z w
(N00'34'08"E 52.00')
o o
w
Q
N89°27'01"W 103.00'
30
~
c
w °
cD
o
(N89'25'52"W 103.00')
>
= z
o
vN
N00033' 030E 51.23'
Lu z
o
(N00'34'08"E 51.10')
w
w
N89°31'37"W 102.98'
29
Lv
c
•
o
(N89'25'52"W 103.00')
L
N o
w
Z
0 w
-'
N00°36'09"E 51.87'
c)
Z o
(N00'34'08"E 52.00')
DIE-
w z
m J
,`"l,
N89°26'18"W 103.01'
28
N
o
°0
(N89'25'52"W 103.00')
N
mm
N00034310E 52.00' z
(N00'34'08"E 52.00')
N89027'40"W 103.00' 27
N27029'52'E 47.58' (N89'25'52"W 103.00')
(N27'29'30"E 47.56') N2703227"E 42.56'
(N27'29'30"E 42.56')
N00035'03"E 100.95'
(N00'34'08"E 100.95')
(N62�06,,
Ip p8,�
I�jss� ,
A 26
N00035' 13"E 75.94'
(N00'34'08"E 75.90')
N89025'37"W 103.98' C
N89'25'52"W 104.00'l
N00034'45"E 51.98'
(N00'34'08"E 52.00')
N89025'38"W 103.98' 32
N89'25'52"W 104.00'l
N00032'240E 52.00'
(N00'34'08"E 52.00')
N89026'30"W 103.95' 33
N89'25'52"W 104.00')
N00032'24"E 51.13'
(N00'34'08"E 51.10')
N89026'31"W 103.95' 34
N89'25'52"W 104.00')
N00037' 160E 51.98'
(N00'34'08"E 52.00')
N89026'00"W 103.98' 35
N89'25'52"W 104.00')
N00033'44"E 75.92'
(N00'34'08"E 75.90')
N00034' 10"E 51.98'
(N00'34'08"E 52.00')
52
N00034'460E 51.97'
(N00'34'08"E 52.00')
51
N00032'310E 51.13'
(N00'34'08"E 51.10')
N89027'02"W 99.97' 50
189'25'52"W 100.00')
N00034'58"E 52.00'
(N00'34'08"E 52.00')
N00033'09"E 52.00' N00030'39"E 51.93'
(N00'34'08"E 52.00') (N00'34'08"E 52.00')
° 48
N89 28 02 W 104.02 36 \6\
(N89'25'52"W 104.00') • `��6 101
N26047'20"W 42.41�
(N26'52'18 E 42.38) �,50.5
N34026'040W 10.06'
N41032'59"W 43.20'
(N41'35'27"W 43.20')
RECORD OF SURVEY - RESTORATION OF SUBDIVISION LOT CORNERS
DRY CANYON, PHASE I SOUTH
LOCATED IN THE SOUTHWEST QUARTER OF THE NORTHEAST QUARTER (SWI/4 NEI/4)
OF SECTION 5, TOWNSHIP 15 SOUTH, RANGE 13 EAST, W.M.,
CITY OF REDMOND, DESCHUTES COUNTY, OREGON
N26044'09"W 9.99'
(N26'29'24"W 10.00')
(RADIUS=110.00')
(DELTA=5'12'38")
(LENGTH=10.00')
47
LEGEND
N00°00'00"E 00.00'
MEASURED DATA
(N00'00'00"E 00.00')
RECORD DATA AS PER DESCHUTES COUNTY
RECORD OF SURVEY 20181
0
FOUND 5/8" REBAR WITH YELLOW PLASTIC CAP,
STAMPED "HWA" AS PER DESCHUTES COUNTY
RECORD OF SURVEY 20181
El
FOUND 5/8" REBAR, AS PER DESCHUTES COUNTY
RECORD OF SURVEY 20181 - NO PLASTIC CAP
CALCULATED POINT
SET 5/8" REBAR WITH YELLOW PLASTIC CAP,
STAMPED "K&E EXC INC LS 2596"
MONUMENTS SET 11/16/2020 & 12/15/2020.
SCALE 1"=50'
DECEMBER 18, 2020
0 50 100 150
NARRATIVE
THE PURPOSE OF THIS SURVEY IS TO REMONUMENT LOT CORNERS OF THE DRY CANYON, PHASE 1 SOUTH
SUBDIVISION. THE SUBDIVISION LOT CORNER MONUMENTS WERE DESTROYED DURING THE PROCESS OF
EXCAVATING FOR THE FOUNDATION OF FUTURE HOMES.
THIRTY-SIX DIFFERENT SUBDIVISION MONUMENTS WERE SURVEYED. THE NORTH -SOUTH LINES OF THE LOTS
WERE CREATED BY BEST FITTING A LINE THROUGH THE SURVEYED MONUMENTS. THESE BEST FIT LINES
WERE THEN CHECKED AGAINST ADJACENT EAST -WEST SURVEYED MONUMENTS. THE SURVEYED DISTANCE
WAS COMPARED TO THE SUBDIVISION PLAT DISTANCE. ONLY ONE MONUMENT, THE SOUTHWEST CORNER
OF LOT 29 APPEARS TO BE MORE THAN 0.10 FEET FROM THE PLAT INFORMATION.
MONUMENTS WERE SET ALONG THE BEST FIT NORTH -SOUTH LINE, AT THE APPROPRIATE DISTANCE IN
RELATIONSHIP TO ADJACENT CORNERS. THE ONLY EXCEPTION TO SETTING THE MONUMENT IN
RELATIONSHIP TO THE ADJACENT CORNER IS THE SOUTHWEST CORNER OF LOT 28 IS TO TO THE PLAT
DISTANCE TO THE SOUTHWEST CORNER OF LOT 30, SINCE THE SOUTHWEST CORNER OF LOT 29 IS OUT
OF TOLERANCE, WHEN COMPARED TO THE SUBDIVISION PLAT INFORMATION. THE DESTROYED MONUMENT
AT THE NORTHWEST CORNER OF LOT 47 WAS RESET IN A BEST FIT RELATIONSHIP TO THE ADJOINING
CORNERS OF LOT 47 AND THE SOUTH CORNERS OF LOT 48.
OREGON
JANUARY 19, 1993
JAMES E. SWENSON
2596
RENEWS JUNE 30, 2022
IV
O
N
CS 2oa21