HomeMy WebLinkAboutSurvey 20450SHEET 2 OF 2
1 r-10% r- \ 1 r,
• FOUND MONUMENT AS NOTED,
HELD UNLESS OTHERWISE NOTED.
0 FOUND 5/8" IRON ROD WITH A
YELLOW PLASTIC CAP MARKED "H.A.
MCCOY ENGR" PER O1.
0 SET 5/8" IRON ROD WITH A YELLOW
PLASTIC CAP MARKED "H.A. MCCOY DOCUMENT
ENGR" 2009-10201
0 SET 5/8" IRON ROD WITH A YELLOW
PLASTIC CAP MARKED "H.A. MCCOY
ENGR" PER POST MONUMENT
CROSSINGS AT METOLIUS, PHASE 4
A REPEAT OF TRACT "C" OF CROSSINGS AT METOLIUS, PHASE 2, LOCATED IN THE
SOUTHEAST ONE -QUARTER OF THE SOUTHEAST ONE -QUARTER OF SECTION 18,
TOWNSHIP 15 SOUTH, RANGE 13 EAST, WILLAMETTE MERIDIAN, CITY OF REDMOND,
DESCHUTES COUNTY, OREGON, CITY FILE: 71 1-19-0001 17-SUB &
71 1-19-0001 18-MC, DATE: AUGUST, 2020
io.oa SW NEWBERRY AVENUE
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NOTE. (SEE SHEET 1).
S45°
21' 34"W
16.89
9.00' co
N890
34' 00"W
CS
COUNTY SURVEY NUMBER,
--
DESCHUTES COUNTY SURVEY
RECORDS.
30.00'
_
PAE 75'00'
, 7----j--------
21.50'
a
-
PAE
PUBLIC ACCESS EASEMENT
N
o
I LOT 72
0
CQ m
I 2400 SF
co
PUE
PUBLIC UTILITY EASEMENT
S890 32' 36"E
75.00'
ROW
RIGHT-OF-WAY
SF
SQUARE FEET
N
I LOT 73
0
cv
I 1650 SF
N
N
YPC
YELLOW PLASTIC CAP
S890 32' 36"E
75.00'
3.23'
01
RECORD INFORMATION PER CS
o
I
LOT 74
19934, CROSSINGS AT METOLIUS,
I
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' 13.50
2025 SF
0 21.50'
PHASE 2, FILED 6/5/2019, MCCOY.
30.00'
cm
N
MEASURED BEARINGS AND
S89° 32'
36"E 75.00'
DISTANCES MATCH RECORD
I
20.00'
BEARINGS AND DISTANCES.
F
DOCUMENT
2001-17146
a
i 3.50'
LOT 75
0
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REGISTERED
PROFESSIONAL
[LAND SURVEYOR
OREGON
JULY 11, 2006
HAYES A. MCCOY
65w6LS I
EXPIRES 12/31 /20
_ CENTERLINE OF AN EXISTING 20' WIDE CENTRAL OREGON IRRIGATION DISTRICT PIPING EASEMENT -
cV o PER DOCUMENT 2018-06650, DESCHUTES COUNTY OFFICIAL RECORDS.
10.00Y o N o 0 30.00'
157.94' v) ri o
10.00' A T A0.62' (S890 32' 36"E 505.59')1 c\
32 00' 22 00' 00' 220700, 27 00' 22 00' I
T
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z
SCALE: 1 " = 30'
FOR 18"x24" SHEETS
0 15' 30' 60'
I
. 27.00 27.29 22.00 22.00 32.00' 21.50' 75.00'
---- ----- --- - - - - ------- ---- - 1
-- - - - - - - - - - - - -
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27.21
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27.00 1
27.21
22.00
22.00
32.00
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I
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PRIVATE ALLEY (SEE NOTE 2) o
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(SEE NOTE 1)
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21.50'
v I 1 S890 32' 36"E 75.00'
PRIVATE ALLEY
S890 34' 49"E 282.16'
27.00' 22.00' 27.00'
S890 32' 36"E 75.09 I
I
a LOT 99 I a
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LOT 86 _
LOT 87 Lu
LOT 88 w
LOT 89 �u
LOT 90 w
LOT 91 w
LOT 92
3
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23.23'
I S89° 32' 36"E 75.00'
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1650 SF o
2028 SF o
2025 SF o
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SF - o - - - - -- - - - - - 1 --- -----
30.00' 75.00' 21.50' 32.00' 22.0
T
O Q � � �� INITIAL POINT
�w
00
T
~ T
T
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O O
EAST 1/16 CORNER 18/19
FOUND 5/8" IRON ROD IN
PAVEMENT AS FOUND IN (1)
(N890 34' 49"W 504.99')1
LOT 93 1 N
cc i 2422 SF i N
T------
--------- -----)0'22.00' 32.00, 21.50'`.\ 7� nn , I
30.00' --
).00'
40.001
_ SW OBSIDIAN AVENUE _ _ _ � _ WCOWL
RA,
ENGINEERING & SU12.VEYING LLC
1. TRACT J SHALL HAVE A PRIVATE STORM DRAINAGE EASEMENT ACROSS
ITS ENTIRETY FOR THE BENEFIT OF THE PRIVATE ALLEY AND LOTS 72-113.
2. THE PRIVATE ALLEY SHALL HAVE A PRIVATE ACCESS EASEMENT ACROSS
ITS ENTIRETY FOR THE BENEFIT OF LOTS 72-113.
DESCHUTES COUNTY SURVEYOR
FlLED 2 f Y 2 02l BY: Dunkdh
1180 SW LAKE ROAD SUrM 201
REDMOND, OR 97756
(541) 923-7554
OBSIDIAN AVENUE LLC
14020 SE JOHNSON RD
MILWAUKIE, OR 97267
CS 2oaso `