HomeMy WebLinkAboutRecorded Survey ROS 12600 (2)RECORD OF SURVEY NO.lLb—L2
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23 24 545.43' 254,39' 1327 87'
S89' 07' 231E 255.10' NO' 05' 45"W 51.01'
SO' 42' 34"W 51.00'
CP&F NO.
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-- — BOUNDARY LINE
SECTION LINE
-- -- - — — ORIGINAL PROPERTY LINE
FOUND BRASS CAP
FOUND ALUMINUM CAP
@ FOUND 5/8" IRON PIN
COD SET 5/8" X 24" IRON PIN W/ CAP
O FOUND 1/2" IRON PIN
• SET 1/2" X 24" IRON PIN W/ CAP
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OVERLAND ROAD
BASIS OF BEARING
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1 inch = 100 ft.
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SECTION 24
CP&F NO. 107153516
1
LINEI ADJUSTMENT
I
CERTIFICATE OF COUNTY RECORDER
INSTRUMENT NO. 2-. 'b - 15 it r.%y
STATE OF IDAHO)
COUNTY OF ADA)
I HEREBY CERTIFY THAT THIS INSTRUMENT WAS FILED FOR
RECORD AT THE REQUEST OF J.J.WARD AT MINUTES
PAST _}_ O'CLOCK�.M. THIS I � DAY OF �Le�
202.o
EX-OFFICIO RECORDER DEPUTY
FEE: �15
57' 33"W 13.75'
-25.62'
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GRAPHIC SCALE
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CERTIFICATE OF SURVEYOR
THIS IS TO CERTIFY THAT I, ERIC HOWARD, BEING A REGISTERED LANE)
SURVEYOR IN THE STATE OF IDAHO, HEREBY ATTEST THAT THIS IS A
REASONABLY ACCURATIE REPRESENTATION OF A SURVEY AS MADE BY
ME OR UNDER MY SUPERVISION, AND 1S IN CONFORMITY WITH THE
CORNER PERPETUATION AND FILING ACT - IDAHO CODE 55--1601
THROUGH 55-1513.
NOTES
REFERENCE IS MADE TO THE FOLLOWING:
SEE LOCATIONS OF SURVEYS, PLATS AND DEEDS UTILIZED
ABOVE.
NARRATIVE
THIS SURVEY WAS COMPLETED AT THE REQUEST OF EPIC
DEVELOPMENT II LLC.
I PREFORMED A LOT LINE ADJUSTMENT. ALL DISTANCES
WERE IN SUBSTANTIAL CONFORMANCE WITH SURVEYING
PRACTICES.