HomeMy WebLinkAboutSurvey 21449FOUND 5/8" IRON ROD WITH
2" ALUMINUM CAP, E 1/16 CORNER
STAMPED AS SHOWN
r1116 S 25
S 36
2011
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PER CS04642
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RECORD OF SURVEY
R. LOTS 7,8 AND 9, BLOCK 1, LAPINE MEADOWS NO.
LOCATED IN THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER (NE1/4 NE1/4) AND THE SOUTHEAST QUARTER OF THE Now=
o 10 25 50 75 100 150
NORTHEAST QUARTER (SE1/4 NE1/4) OF SECTION 36, TOWNSHIP 21 SOUTH, RANGE 10 EAST, W.M., SCALE: 1°=50'
CITY OF LA PINE, DESCHUTES COUNTY, OREGON
E
I- JANUARY 2025 NORTH
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N88'59'57"E 303.13'(r1)
S89052'39"E 303.23'(m)
NARRATIVE
WE WERE RETAINED BY DESCHUTES COUNTY TO SET THE MISSING SOUTHWEST CORNER OF LOT 9,
LAPINE MEADOWS NO., CS07952 (0).
E No 0 THE REAR LINE OF SAID LOT 9 IS COINCIDENT WITH THE 1/16 LINES PER LAPINE MEADOWS NO.
o (AMONUMENTS PER LAPINE MEADOWS NO. AND VARIOUS OTHER SURVEYS HAVE BEEN SET ON THE 1/16
N LINES, HOWEVER MOST OF THE MONUMENTS FOUND PER THIS SURVEY DID NOT FIT THIS LINE VERY
0 LOT 7, BLOCK 1, rn o WELL. THE NE 1/16 CORNER, WHICH FALLS ALONG THE REAR LINE OF THE SUBJECT LOT 9, WAS NOTED AS
•- - NOT FOUND,ON MANY OF THESE PAST SURVEYS UNTIL SCOTT FRESHWATERS RE-ESTABLISHED THE NE
w w LAPINE MEADOWS NO. rn j .1/16 CORNER PER CS11898 (r2). FRESHWATERS RE-ESTABLISHED THE NE 1116 CORNER ON A LINE
� Mo 0 o BETWEEN THE FOUND E 1116 AND CE 1/16 CORNERS, PER THAT SURVEY.
0 0 111 cNn PER THIS SURVEY, HOLDING THE FOUND MONUMENT AT THE SOUTHEAST CORNER OF LOT 9 AND A LINE
0 0 PARALLEL WITH THE NORTH LINE OF LOT 9, THE SOUTHWEST CORNER WAS RE-ESTABLISHED ON A LINE
Z � "`' BETWEEN THE FOUND NE 1/16 AND CE 1/16 CORNERS, WHICH FIT THE RECORD DISTANCE OF 150' FROM
THE NORTHWEST CORNER. ALL OTHER MONUMENTS FOUND WERE HELD TO CONTROL THE BOUNDARIES
OF LOTS 7,8 AND 9 AS SHOWN.
N88'59'57"E 311.77'(rl) THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CENTRAL OREGON COORDINATE SYSTEM AS
S89'56'09"E 311.87'(m) 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.
,,__—N01'08'52"W 56.31'(m)
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LO FOUND 1/2" IRON ROD PER (rl) UNLESS NOTED OTHERWISE
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o ® SET 5/8" IRON ROD WITH YELLOW PLASTIC CAP MARKED "HWA"
Z N 88:59' 57" E 320.41'(rl) (m) DENOTES MEASURED BEARING/DISTANCE
S89 54 45 E 320.52 (m)
(r) DENOTES RECORD BEARING/DISTANCE PER REFERENCES
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FOUND 5/8" IRON ROD WITH
1-1/2" ALUMINUM CAP,
STAMPED "LS2253" PER (r2),
NE 1/16 CORNER, HELD
FOUND 2" IRON ROD, NO CAP
C—E 1/16 CORNER, HELD
LOT 9, BLOCK 1,
LAPINE MEADOWS NO.
N89'54'45"W 328.53'(m)
S88'59'57"W 329.05'(r1)
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RECORD REFERENCES
(rl) LAPINE MEADOWS NO. BY WM. F. RINGNALDA, DESCHUTES COUNTY SURVEY NO. CS07952.
(r2) BOUNDARY SURVEY BY SCOTT C. FRESHWATERS, DESCHUTES COUNTY SURVEY NO. CS11898.
(r3) SURVEY BY CENTURY WEST ENGINEERING CORPORATION, DESCHUTES COUNTY SURVEY NO. CSO4629.
I � 2,t5-
REGISTERED
PROFESSIONAL
LAND SURVEYOR/
OREGON
J U LY 10, 2007
PATRICK GAGE COLE
79157
EXPIRES: 12/31/25
ilDEcNur 001iffy miRmc,"i-f-11161
mll-pno/jaOzs yColl�ns
CIVIL ENGINEERING ( SURVEYING ( 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
S: \Land Projects\240404—Wickiup Station Apts\dwg\SURVEY\240404—ROS.dwg Jan 02, 2025 — 1:49pm
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