HomeMy WebLinkAboutSurvey 21702N53'56'51 "W 76.25'(m
N53'51'W 76.25(r2)
RECORD OF SURVEY
GOVERNMENT LOT 4 IN THE NORTHWEST QUARTER (NW1/4) OF SECTION 4, TOWNSHIP 18 SOUTH, RANGE 12 EAST, W.M.
CITY OF BEND, DESCHUTES COUNTY, STATE OF OREGON
FEBRUARY 2026
FOUND 3/4" (O.D.) IRON
PIPE, NO CAP, PER (r1)
SOO-20-54"E 14.74'(
FOUND 5/8" IRON ROD
\ W/RED PLASTIC CAP
MARKED "KARL PLS", PER (r4)
WEST 1/16 CORNER
FOUND 1.5" BRASS CAP IN
CONCRETE PER (r1)
181200 .01203
FOUND 5/8" IRON ROD,
NO CAP, PER (r5)
SE LO(3SOEN
S7.
0 15 30 60 90 120 180
SCALE: 1" = 60'
LEGEND
PROJECT BOUNDARY
ADJACENT PROPERTY LINE
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED AS NOTED
SET 518" IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA"
SET 5/8" IRON ROD WITH RED PLASTIC CAP MARKED "HWA REF MOW
DIMENSION POINT, NOTHING FOUND OR SET
DENOTES MEASURED BEARING/DISTANCE
DENOTES RECORD BEARING/DISTANCE PER REFERENCES
NARRATIVE
WE WERE RETAINED BY LUMEN TECHNOLOGIES TO MONUMENT THE BOUNDARY LINE OF TAX LOT 300 OF
ASSESSOR MAP 1812041313. THE VESTING DEED FOR THE SUBJECT PROPERTY IS LISTED HEREON AS (r2).
THE NORTH LINE WAS ESTABLISHED BY HOLDING MONUMENTS AS SHOWN.
THE EAST LINE WAS ESTABLISHED BY MONUMENTS HELD AS SHOWN HEREON. THE MONUMENT SHOWN
SET AS THE SUBJECT PARCELS SOUTHEAST CORNER WAS SET ONLINE BETWEEN FOUND MONUMENTS
AS SHOWN. THE RECORD DEED DISTANCE OF 618.52' FROM THE NORTHEAST CORNER WAS HELD PER (r2),
WHICH COINCIDES WITH (0).
THE SOUTH LINE WAS ESTABLISHED BY HOLDING MONUMENTS AS SHOWN AND HOLDING DEED DISTANCE
OF 76.25' PER (r2) TO ESTABLISH THE SOUTHWEST CORNER. DUE TO A UTILITY CONFLICT AT THE ACTUAL
CORNER POSITION, A REFERENCE MONUMENT WAS SET ON THE WEST LINE, 1.0V NORTHERLY OF THE
CORNER.
THE WEST LINE WAS DEFINED BY HOLDING THE FOUND MONUMENT AT THE NORTHWEST CORNER AND
THE NEWLY ESTABLISHED MONUMENT AT THE SOUTHWEST CORNER.
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM AS
DETERMINED BY GPS OBSERVATIONS USING THE OREGON REAL-TIME GNSS NETWORK (ORGN) AND A
TRIMBLE CALIBRATION USING PUBLISHED COORDINATES FOR CENTRAL OREGON COORDINATE SYSTEM
CONTROL POINTS.
RECORD REFERENCES
(r1) RECORD OF SURVEY, BY J. EATON, 1973, DESCHUTES COUNTY SURVEY NO. CS03683
(r2) STATUTORY WARRANTY DEED, 1990, DESCHUTES COUNTY RECORDS 1990-31506, BK.221-PG.0298
(r3) LOT -LINE -ADJUSTMENT LL-25-95, BY T. NEARY, 1996, DESCHUTES COUNTY SURVEY NO. CS12486
(r4) RECORD OF SURVEY, BY R. KARL, 2000, DESCHUTES COUNTY SURVEY NO. CS14169
(r5) PARTITION PLAT 2001-40, BY T. CHAPMAN, 2001, DESCHUTES COUNTY SURVEY NO. CS14590
REGISTERED
PROFESSIO
LAND SURV
OREGON
JULY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES: 12/31/27
DESCHUTF�S COUNTY SURYEYQ�
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��.� �2 2026 By"a�iol%rls
1=1 NN9k
CIVIL ENGINEERING I SURVEYING I PLANNING
62930 O.B. RILEY ROAD, STE. 100. BEND. OR 97703
PH: (541)389-9351 1 FAX: (541)388-5416
WEB: WWW.HWA-INC.ORG
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