HomeMy WebLinkAboutSurvey 21044BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE NORTH LINE OF THE NE1 /4 OF SECTION 20,
S89°57'15.5"E (CENTRAL OREGON COORDINATE SYSTEM) AS SHOWN HEREIN.
BASIS OF BEARINGS DETERMINED BY RTK (REAL TIME KINEMATIC) OBSERVATION
FROM THE DESCHUTES COUNTY, REDMOND ORGN (OREGON REAL TIME GPS
NETWORK) BASE.
HALFWAY ROAD 65' RIGHT OF WAY
FOUND 2 1 /2" BRASS CAP
1 /4 CORNER SECTIONS 17 & 20
DESCHUTES COUNTY SURVEY 02600
i S R
1 S 17
4 S 20
LS 1642
1/4 CORNER - SECTION CORNER
S89'57'15.5"E 2639.89'
0
0> 1 /4 CORNER - RESET 1 /16 CORNER
ui
W'> S89'56'43"E 1319.89' (S89-56'42"E 1319.81')1
WESTERLY SUBDIVISION
RESET 1 /16 CORNER
LOT 25,
"TUSCANY PINES PHASE 2"
SEE DETAIL
RECORD OF SURVEY - RESTORATION OF MONUMENTATION
LOCATED IN THE SE I/4 OF SEC. 17 &THE NE I/4 OF SEC. 20
TOWNSHIP 17 SOUTH, RANGE 12 EAST
CITY OF BEND, DESCHUTES COUNTY, OREGON
RESET 1 /16 CORNER
NE CORNER TRACT 2, "NORWOOD"
A NEW 5/8" X 30" REBAR SET IN 12" OF
CONCRETE. A NEW YELLOW PLASTIC CAP,
STAMPED AS SHOWN IN LEGEND, SET ON
REBAR. MONUMENT IS INSIDE NEWLY SET
MONUMENT CASE.
FOUND 5/8" REBAR WITH YELLOW PLASTIC
CAP, STAMPED "OTAK INC.", FLUSH WITH
GROUND.
DESCHUTES COUNTY SURVEY 16931.
N71'44'24"W
62.11'
1 /4 CORNER - RESET 1 /16 CORNER
S89056'43"E 1319.89' (S89-56'42"E 1319.81')1
HALFWAY ROAD
N03055'14"E
51.12'
FOUND 5/8" REBAR WITH YELLOW PLASTIC S19'34'29"W
CAP, STAMPED "DEVTECH", FLUSH WITH 31.69'
GROUND DESCHUTES COUNTY SURVEY 19289.
N89055'30"W 92.41'
(N89'57'20"W 92.46')2 LOT 253,
"TUSCANY PINES
PHASE 2"
S03'15'55"W 45.54'
(S03-21'45"W 45.52' CHORD)2
(960.00' RADIUS)2
(45.52' LENGTH)2
(02°43'01 " DELTA)2
FOUND 5/8" REBAR WITH YELLOW PLASTIC
CAP, STAMPED "W&H PACIFIC", FLUSH WITH
CONCRETE, DESCHUTES COUNTY SURVEY
15855.
N00'02'25"W 29.96'
N45'01'19' (N00'00'00"E 29.98')4
42.39'
S02'25'30"E
51.85'
FOUND 5/8" REBAR WITH YELLOW PLASTIC Q
CAP, STAMPED "DEVTECH", FLUSH WITH
GROUND DESCHUTES COUNTY SURVEY w
19289. o
w =
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GO Q t=DETAIL
-
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SCALE 1`20
'
m J
0 20 40 Q
Q
RESET 30' EAST OF 1 /16 CORNER
MONUMENT SET INSIDE MONUMENT CASE
FOUND 5/8" REBAR, DESCHUTES
COUNTY SURVEY 02517
RESET 1 /16 CORNER - SECTION CORNER
S89'57'48"E 1320.00' (S89'57'51 "E 1320.00')1
RESET 1 /16 - RESET 30' EAST
N89'58'44"E 30.01'
(S89.57'51 "E 30.00')1
(S89'48'55"E 30.06')2
FOUND 5/8" REBAR
WITH YELLOW PLASTIC
CAP, STAMPED "DEVTECH"
FLUSH WITH GROUND,
DESCHUTES COUNTY
SURVEY 19289. c
c
rl
S89'36'28"E 70.12'
(70.19')2 CALCULATED
S44'19'24"E
78.97'
0
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z 6 SURVEYOR'S NARRATIVE
o N THE PURPOSE OF THIS SURVEY WAS TO REPLACE MONUMENTS DISTURBED
v DURING THE CONSTRUCTION OF THE BRITTA HILLS APARTMENT PROJECT
AS PER ORS 209.150(1). MONUMENTS WERE SURVEYED PRIOR TO THE
00
N CONSTRUCTION OF THE BRITTA HILL APARTMENTS AND REFERENCED TO
I N POINTS THAT WOULD NOT BE DISTURBED DURING THE CONSTRUCTION.
o' o AFTER CONSTRUCTION, NEW MONUMENTS WERE SET IN THE PREVIOUSLY
z SURVEYED LOCATIONS, USING THE PREVIOUSLY SET REFERENCE POINTS.
o FOUR ADDITIONAL REFERENCES WERE SET FOR THE EAST 1 /16 CORNER
0 10 BETWEEN SECTIONS 17 & 20. ADDITIONAL MONUMENTS FROM PREVIOUS
co 0')
SURVEYS WERE SURVEYED TO SHOW THE RELATIONSHIP OF REPLACED
\N DISTURBED MONUMENTS AND EXISTING MONUMENTS.
AN ARBITRARY POINT WAS SET IN AN AREA WITH AN OPEN SKY VIEW. THE
ow 3: POINT WAS OCCUPIED BY A GPS RECEIVER AND A WIFI CONNECTION TO THE
�
M ORGN (OREGON REAL TIME GPS NETWORK) WAS ESTABLISHED. THE DATA
Q in COLLECTOR COORDINATE SYSTEM WAS SET TO THE CENTRAL OREGON
w ;v COORDINATE SYSTEM. DATA WAS COLLECTED TO ESTABLISH THE POSITION
0 00 OF THE ARBITRARY POINT IN THE CENTRAL OREGON COORDINATE SYSTEM.
A TRIMBLE GPS BASE STATION WAS SET OVER THE MEASURED POINT, USING
RTK (REAL TIME KINEMATIC) MEASURING METHODS, THE NORTH LINE OF
w
U) SECTION 20 WAS MEASURED TO ESTABLISH THE BASIS OF BEARINGS.
� ADDITIONAL MONUMENTS ALONG BRITTA STREET AND PREVIOUSLY SURVEYED
MONUMENTS WERE MEASURED AS A CHECK.
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RESET 30' EAST
OF 1 /16 CORNER
RESET 1 /16 CORNER — SECTION CORNER
S89'57'48"E 1320.00' (S89'5751 "E 1320.0011
c� 00
N pp
0 N
cv cv
SCALE 1"=100'
0 0
JANUARY 24, 2023
M cn
I
0 100 200
NORTHWEST CORNER OF LOT 4
EMPIRE CORPORATE PARK
DESCHUTES COUNTY SURVEY
12244.
N89°58'39"W 267.68'
(N89'59'47"W 267.73)3
CALCULATED
FOUND 2" BRASS CAP SET IN CONCRETE
IN MONUMENT BOX, 1.3' BELOW GROUND
NE CORNER OF SECTION 20
DESCHUTES COUNTY POINT NO. 1712600
(FOUND PER OCRR 1054)
FOUND 5/8" REBAR WITH BROKEN PLASTIC
CAP, STAMPED "HWA", 0.2' BELOW GROUND
DESCHUTES COUNTY SURVEY 11401.
LEGEND
N00'00'00"E
0.00'
MEASURED DATA
(N00'00'00"E
0.00')1
RECORD DATA AS PER PLAT OF TRACT 2 "NORWOOD",
FILED AS DESCHUTES COUNTY SURVEY 16931, BY
`-
JOHN A. CARLSON
"TUSCANY
(N00'00'00"E
0.00')2
RECORD DATA AS PER PLAT OF PINES
o
w 0
PHASE 2', FILED AS DESCHUTES COUNTY SURVEY
0 (o
19289, BY SCOTT C. BOLDUC
Of
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(N00'00'00"E
0.00')3
RECORD DATA AS PER PLAT OF "EMPIRE CORPORATE
W
zz
PARK", FILED AS DESCHUTES COUNTY SURVEY 12244,
CE oo
BY DAVID R. WILLIAMS
00 "rN�
(N00'00'00"E
0.00')4
RECORD DATA AS PER PLAT OF "WESTERLY
3 o
SUBDIVISION", FILED AS DESCHUTES COUNTY SURVEY
0
15855, BY STEVEN R. HANNAS
I �
O
FOUND MONUMENT AS PER NOTED DESCHUTES
� 00
COUNTY RECORD OF SURVEY
�_ 0
SET 5/8" X 30" REBAR WITH YELLOW PLASTIC CAP,
0
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STAMPED "K&E EXC INC LS 2596% SET 01/24/2023
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SET BERNTSEN BP 1 5/32" COPPER CONCRETE
0
MARKER, STAMPED "KaE EXC LS 2596,
O N
SET 01/24/2023
M
ZA
SET PK NAIL IN CONCRETE, WITH 1 1/2" ALUMINUM
0 ;v
WASHER, STAMPED, K&E EXC INC LS 2596
v 0
OCRR
OREGON CORNER RESTORATION RECORD
�V)
z
FOUND 5/8" REBAR, FLUSH WITH GROUND
DESCHUTES COUNTY SURVEY 11401.
SOUTHWEST CORNER OF LOT 1 acl='s COUNT, Y SURVEYOR
EMPIRE CORPORATE PARK
DESCHUTES COUNTY SURVEY 12244.
A ���p o o zON� Co
OREGON \
JANUARY 19, 1993
JAMES E. SWENSON
2596
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RENEWS JUNE 30, 2024