HomeMy WebLinkAboutSurvey 21124PACIFIC
BOUNDARY FOR
CANAL COMMONS
LOT 1, LOT 2, LOT 3
CREST AFFORDABLE HOUSING, LLC
LOCATED IN THE NE 1 /4 AND THE SE 1 /4 OF SECTION 22,
TOWNSHIP 17 SOUTH, RANGE 12 EAST, W.M.,
CITY OF BEND, DESCHUTES COUNTY, OREGON
SCALE: 1 "=100'
1�
S6S 4
o �ci �6263 s�'
o /� •6gF S„E 760.06
N79 162 "E 7.O38
• 17 N79 21 N-7g'17'� 5g„E 269.60
O 15 g 16
5 N7
N7'9*A
490.46
MON.
MONUMENT DESCRIPTION 0
1
FD. 5/8" REBAR WITH
YELLOW PLASTIC CAP MARKED "WOOD88682"
2
FD. 5/8" REBAR WITH
YELLOW PLASTIC CAP MARKED "WOOD88682"
3
SET 5/8" REBAR WITH
YELLOW PLASTIC CAP MARKED "TYE ENGINEERING"
4
FD. 5/8" REBAR WITH YELLOW PLASTIC CAP MARKED "WOOD88682" IS
EAST OF LINE, LOCATED S89'56'01 "E 0.36' FROM CALCULATED PROPERTY
CORNER,
5
FD. 5/8" REBAR WITH
YELLOW PLASTIC CAP MARKED "WOOD88682"
6
SET 5/8" REBAR WITH YELLOW PLASTIC CAP MARKED "TYE ENGINEERING"
7
SET 5/8" REBAR WITH YELLOW PLASTIC CAP MARKED "TYE ENGINEERING-
8
SET 5/8" REBAR WITH
YELLOW PLASTIC CAP MARKED "TYE ENGINEERING"
9
SET 5/8" REBAR WITH
YELLOW PLASTIC CAP MARKED "TYE ENGINEERING"
10
SET 5/8" REBAR WITH
YELLOW PLASTIC CAP MARKED "TYE ENGINEERING"
11
SET 5/8" REBAR WITH YELLOW PLASTIC CAP MARKED "TYE ENGINEERING" ,
NORTHING: 396600.1332 EAST ING: 3305062.1342
12
NOT USED
13
SET 5/8" REBAR WITH
YELLOW PLASTIC CAP MARKED "TYE ENGINEERING"
14
SET 5/8" REBAR WITH
YELLOW PLASTIC CAP MARKED "TYE ENGINEERING"
15
SET 5/8" REBAR WITH
YELLOW PLASTIC CAP MARKED "TYE ENGINEERING"
16
SET 5/8" REBAR WITH
YELLOW PLASTIC CAP MARKED "TYE ENGINEERING"
17
FD. 5/8" REBAR WITH
YELLOW PLASTIC CAP MARKED "WHPACIFIC" (R2)
18
FD. 5/8" REBAR WITH
YELLOW PLASTIC CAP MARKED "OMANPLS702"(R3)
19
FD. 5/8" REBAR WITH
YELLOW PLASTIC CAP MARKED "OMAN"
20
FD. 5/8" REBAR WITH
YELLOW PLASTIC CAP MARKED "OMAN"
N 6S 43'
Cl
LOT 2,
CANAL COMMONS (R1)
2.05 AC
N88'41'36"E 394.98' (R1)
N88'39'19"E 394.94'
S00°00'37"W 57.14'S00'02'52"E
57.12' (R1)
OS89°29'18"W
�-
167.64'
S89'30'44"E
'
C5 1
167.75' (R1)
��.�e-
\
3p? 030� 9>> � ��•
16
\ Q Cs
\ oo•o LOT 1,
CANAL COMMONS (R1)
1.91 AC
10
cl
N88'41'36"
11 80.52' (R1
80.52"1
S88'39'19"W
^ o
00
W
Z
20
� N
J
N
O
W
_J
cV N
d
04
N O
Z
�I0 (6
o
w
O O
0
( O
to
O O
O
=
1
O
�
~
19
o
V)
O
r-,o
�N
° ,O __1' FFo 2 /�QF ti� s0
\ 66� '4) i
3
tk
S39'11'03"E 60.00'
LOT 39 0 co
O2 CANAL
COMMONS
(R1)
0.63 AC o 0
�s o 0
12
CURVE TABLE
CURVE
LENGTH
RADIUS
TANGENT
CH BEARING
CH LENGTH
DELTA
Cl
79.05'
482.00'
39.61'
S83'51'22"W
78.96'
9'23'49"
C1(R1)
79.09'
483.00'
N83°58'45"E
79.00'
9°22'55"
C2
132.97'
150.00'
71.21'
N25'23'30"E
128.66'
50'47'33"
C2(R1)
133.01'
150.00'
S25°27'07"W
128.70'
50°48'29"
C3
269.16'
959.90"
135.47'
N47'51'38"W
268.28'
16'03'59"
C3(R1)
269.13'
959.90'
N47°49'49"W
268.25'
16'03'52"
C4
186.09'
210.00'
99.65'
N25'23'30"E
180.06'
50*46'19"
C4(R1)
186.22'
210.00'
N25°27'07"E
180.18'
50°48'29"
C5
320.10'
959.90'
161.55'
N26'41'43"W
318.62'
19'06'23"
C5(R1)
320.32'
959.90'
161.65'
N26°39'21 "W
318.83'
19*07'10"
C6
164.87'
959.90'
82.64'
N60'48'51 "W
164.67'
9'50'28"
C6(R1)
164.87'
959.90
N60°46'59"W
164.67'
9°50'27"
V) V)
02,
DESCHUTES COUNTY SURVEYOR
FILEDa7IZ812,0-23 �Y.es Co I
�
LEGEND
• FOUND MONUMENT AS NOTED
O SET 5/8" REBAR WITH YELLOW PLASTIC CAP STAMPED
"TYE ENGINEERING." UNLESS NOTED OTHERWISE
(R1) CANAL COMMONS, BY MICHAEL PAUL WOOD, PLS
88682, FILED 9/12/2019, CS20005
(R2) PARTITION PLAT 2007-74, BY DANIEL E. WOBBE,
PLS 2825, FILED 11 /29/2007, CS17575
(R3) BOUNDARY SURVEY, BY RAYMOND E. OMAN,
PLS 702, FILED 10/23/1987, CS02685
(D1) WARRANTY DEED 2006-36677,
RECORDED 5/26/2006,
DESCHUTES COUNTY OFFICIAL RECORDS
�c FOUND 5/8" REBAR WITH YELLOW PLASTIC
CAP MARKED "WOOD86682", DESTROYED
DURING CONSTRUCTION OF CANAL COMMONS
APARTMENTS. RESET WITH 5/8" REBAR WITH
YELLOW PLASTIC CAP STAMPED "TYE
ENGINEERING." IN THE FOUND LOCATION.
SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO SET ALL EXTERIOR
MONUMENTS FOR LOTS 1, 2, AND 3 OF CANAL COMMONS
(R2). TYE ENGINEERING PROVIDED THE CONSTRUCTION
STAKING FOR THIS PROJECT AND SHOT MOST OF THE
PROPERTY CORNERS PRIOR TO CONSTRUCTION. MANY
WERE DESTROYED DURING THE CONSTRUCTION OF EMPIRE
AVENUE AND THE APARTMENTS. TYE ENGINEERING
RE -SET THESE MONUMENTS IN THE ORIGINAL FOUND
LOCATIONS WITH THE EXCEPTION OF MONUMENTS 15 AND
16. FOR MONUMENT 16 1 HELD RECORD RADIUS AND
RECORD LENGTH FROM MONUMENT 10. FOR MONUMENT 15,
1 HELD AND LINE FROM MONUMENT 16 TO 100.00 FEET
MEASURED AT RIGHT ANGLES TO MONUMENT 17 AND
INTERSECTED A LINE FROM MONUMENT 14 TO MONUMENT
18. AT MONUMENT 4, IT APPEARS IT GOT BUMPED 0.36
FEET TO THE EAST OF THE LINE. ALL MONUMENTS FIT
WELL WITH RECORD.
BASIS OF BEARINGS AND CONTROL
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE
CENTRAL OREGON COORDINATE SYSTEM (COCS). GPS
CALIBRATIONS WERE MADE FROM THE ORGN BASE STATIONS
(INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND
MDRS) WITH SPECTRA PRECISION SP80GPS. THE CALIBRATION
TIES MULTIPLE COCS POINTS USING PUBLISHED COORDINATES.
THE COCS HORIZONTAL DATUM IS NAD83 (91) AND USES A
MOLODENKSY TRANSFORMATION. THE COCS VERTICAL DATUM
IS NGVD 29
RENEWS: 12/31 /23
3107-CANAL COMMONS ALTA-4-25-2023.dwg