HomeMy WebLinkAboutSurvey 21189SCALE: 1 "=20'
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N 1 /2 LOT 4
S89'38'03"E 100.07' (R2)
WEST 100.00' (R1)
S89.38'03"E 100.07'
S 1/2 LOT 4
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BLOCK 17
LAPINE
7
WEST 100.00' (R1)
S89.42'55"E 100.07'
LOT 8
LINE TO BE ABANDONED
LOT 9
S89.45'52"E 100.07'
WEST 100.00' (R1)
S89'45'52"E 100.07' (R2)
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2ND STREET
PROPERTY LINE ADJUSTMENT
(CONSOLIDATION)
15 FOR
KIM RUSSELL
CITY OF LAPINE PROJECT NO. 01 LLA--23
LOTS 8 AND 9, BLOCK 17, LAPINE, LOCATED IN THE NE 1 /4
NE 1 /4 OF SECTION 15, TOWNSHIP 22 SOUTH, RANGE 10
EAST, W.M., CITY OF LA PINE, DESCHUTES COUNTY, OREGON
14 SURVEYOR'S NARRATIVE:
THE PURPOSE OF THIS SURVEY IS TO CONSOLIDATE LOTS 8 AND 9, BLOCK 17,
LAPINE.
WE HELD THE EXISTING MONUMENTS SET IN (R2) AND ESTABLISHED THE NE AND
NW CORNERS FOR THE NEWLY CONSOLIDATED PROPERTY BY SINGLE PROPORTION
BASED ON OUR PREVIOUS SURVEY (R2).
BASIS OF BEARINGS AND CONTROL FOR THIS SURVEY IS THE CENTRAL OREGON
COORDINATE SYSTEM (COGS). GPS CALIBRATIONS WERE MADE FROM THE ORGN
BASE STATIONS (INCLUDING BNDM, REDM, LAPN, P387 SISTERS, PNVL, AND MDRS)
WITH SP80 SPECTRA PRECISION GPS. THE CALIBRATION TIES MULTIPLE COGS
POINTS USING PUBLISHED COORDINATES. THE DESCHUTES 13 TRANSFORMATION
13 USES A MOLODENKSY TRANSFORMATION. THE COGS VERTICAL DATUM IS NGVD 29.
LEGEND
FOUND 5/8" IRON ROD WITH YELLOW PLASTIC
CAP STAMPED "TYE ENGINEERING" PER (R2)
0 SET 5/8" IRON ROD WITH YELLOW
PLASTIC CAP STAMPED "TYE ENGINEERING"
12 (R1) PLAT OF LAPINE BY ROBERT GOULD, PE
632, FILED 04-03-1910, BOOK A, PAGE
55, PLAT RECORDS, CO SURVEYOR FILE
NO. CS07934
(R2) SURVEY BY DIRK DURYEE, PLS 65694,
FILED 11-19-2021, CS20666
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NEW DEED REFERENCE:
11 A NEW DEED PERFECTING THIS PROPERTY LINE ADJUSTMENT
(CONSOLIDATION) HAS BEEN RECORDED OCTOBER 13, 2023, IN
BOOK 2023, PAGE 25500, DESCHUTES COUNTY OFFICIAL RECORDS.
IN
RENEWS: 12/31 /23
TITLE: 2779 - RUSSELL CONSOLIDATION
2779—Russell Consolidation.dwq
JOB NO: 2779 - KIM RUSSELL
SCALE: 1 "=20' BY: P.A.T.
DATE: 10-23-2023
SHEET: 1 OF 1
725 NW HILL, BEND, OR I
97703 541-389-6959
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