HomeMy WebLinkAboutSurvey 21427REMONUMENTATION OF OBLITERATED PROPERTY CORNERS
PORTION LOTS 9 & 10, BLOCK 2 AND PORTION LOTS 3 & 4, BLOCK 3 OF VISTA DEL SOL LOCATED
IN THE NE1 /4 OF THE NW1 %4 OF SECTION 25, T17S, R12E, W..M.. DESCHUTES COUNTY, OREGON
CURVE TABLE
NUMBER
RADIUS
DELTA ANGLE
ARC LENGTH
CHORD BEARING
CHORD LENGTH
/-1
con t1/1
/1 Z'n-7 An"
77 1 A
CAQ•rr7171 "C
Z7 1 cz
A - lO
"Y
LOT 10 �`ss
30 1
SCALE 1 " = 40 "
LEGEND
O FOUND 1/2" IRON ROD PER VISTA DEL SOL (CS10348) BY MICHAEL W. TYE FILED 0610111977.
FOUND 5/8" IRON ROD PER VISTA DEL SOL (CS10348) BY MICHAEL W. TYE FILED 0610111977.
FOUND 1/2" IRON PIPE f 1.3 ABOVE GRADE DIRECTLY SOUTH OF AN EXISTING 5" 01A. WOOD POST.
ORIGIN UNCLEAR. NOT CONSIDERED A VALID PROPERTY CORNER BY THIS SURVEY.
O FOUND 1/2" IRON ROD PER VISTA DEL SOL (CS10348) BY MICHAEL W. TYE FILED 0610111977.
MONUMENT WAS OBLITERATED BY UTILITY CONSTRUCTION. SET 518" IRON ROD WITH YELLOW PLASTIC
CAP MARKED "LS2527" AT POSITION OF FOUND MONUMENT.
G FOUND 518" IRON ROD PER VISTA DEL SOL (CS10348) BY MICHAEL W. TYE FILED 0610111977.
MONUMENT WAS OBLITERATED BY UTILITY CONSTRUCTION. SET 518" IRON ROD WITH YELLOW PLASTIC
CAP MARKED "LS2527" AT POSITION OF FOUND MONUMENT.
Cl CURVE DESIGNATION. REFER TO TABLE FOR DATA.
( )RI RECORD OR CALCULATED DATA PER VISTA DEL SOL (CS10348) BY MICHAEL W. TYE FILED 0610111977.
( )R2 RECORD DATA PER PER CS 16061 BY TIM K. CHAPMAN FILED 0911612004.
BASIS OF BEARINGS
BASE BEARING DETERMINED FROM GPS OBSERVATIONS USING WGS84 "SINGLE POINT POSITION" AT A
CONTROL POINT SET IN A CONVENIENT LOCATION. A LOCAL TRANSVERSE MERCATOR MAP PROJECTION WAS
THEN APPLIED WITH THE FOLLOWING PARAMETERS AND REAL TIME OBSERVATIONS WERE USED AND
INDEPENDENTLY CHECKED USING CONVENTIONAL METHODS.
BASE LATITUDE: 44'04'43.05125" N. BASE LONGITUDE. 121014'05.61773" W.
ASSUMED BASE NORTHING: 212099.11 FT. ASSUMED BASE EASTING: 266442.04 FT.
ELLIPSOID: WGS84 SCALE. 1.000315861 PROJECT HEIGHT. 3463.25 FT.
GENERAL NOTES
1. THIS SURVEY MAKES NO CERTIFICATION AS TO THE POSITION OF THE MONUMENTS SHOWN HEREON
RELATIVE TO THE RECORD PROPERTY BOUNDARY LINES. MONUMENTS WERE FOUND AND TIED IN THE
LOCATIONS SHOWN PRIOR TO UTILITY CONSTRUCTION. NEW MONUMENTS WERE MERELY RESET AFTER
CONSTRUCTION IN ORDER TO PERPETUATE THE ORIGINAL MONUMENT LOCATIONS.
NARRATIVE
THE PURPOSE OF THIS SURVEY WAS TO PERPETUATE THE LOCATION OF SURVEY MONUMENTS THAT WERE
OBLITERATED BY UNDERGROUND POWER LINE CONSTRUCTION. RESEARCH OF SURVEY RECORDS IN THIS
AREA REVEALED THE ORIGINAL PLAT OF VISTA DEL SOL (CS10348) AND CS 16061.
MONUMENTS, SET PER THE ORIGINAL PLAT, WERE FOUND AND TIED BY SURVEY PRIOR TO COMMENCEMENT
OF THE NEW CONSTRUCTION. A 1/2" IRON PIPE OF UNKNOWN ORIGIN WAS FOUND AT THE SOUTHWEST
CORNER OF LOT 3, SLOCK 3. IT WAS NOT CONSIDERED A LEGITIMATE PROPERTY CORNER BY THIS SURVEY
AND IS SHOWN HEREON FOR REFERENCE ONLY. ONCE CONSTRUCTION HAD BEEN COMPLETED, ALL
MONUMENTS, WITHIN THE AREAS DISTURBED, WERE RETIED TO VERIFY ORIGINAL LOCATIONS. MONUMENTS AT
THE SOUTHWEST CORNER OF LOT 4, BLOCK 3 AND AT THE POINT OF CURVE NEAR THE SOUTHEAST
CORNER OF LOT 10, BLOCK 2 HAD BEEN OBLITERATED. THEY WERE RESET BY THIS SURVEY IN THEIR
FOUND LOCATIONS AS SHOWN.
THIS SURVEY MAKES NO CERTIFICATION AS TO THE POSITION OF THE MONUMENTS SHOWN HEREON
RELATIVE TO THE RECORD PROPERTY BOUNDARY LINES. NEW MONUMENTS WERE MERELY RESET AFTER
CONSTRUCTION IN ORDER TO PERPETUATE THE ORIGINAL MONUMENT LOCATIONS. THIS SURVEY DID
HOWEVER RESULT IN MEASURED DATA THAT FIT VERY WELL WITH THE RECORD PLAT DIMENSIONS.
REGISTERED
PROFESSIONAL
LAND SURVEYOR
OREGON
JtAY 25, 1991
JERRY D. STICHLER
2527
RENEWS 6130126
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