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N0° 30' 56 "W 50.58'
--FOUND #5 REBAR &
PLASTIC CAP L.S . 13501
589° 55' 56"E 267.06'
CENTERLINE 15' WIDE DRAINAGE EASEMENT
59,90•
'--FOUND #5 REBAR &
RELOCATE EXISTING
BOULDER WALL
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MATCH EX:6341.0'±
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ALUMINUM CAP PEL 5934 Nss· 13' 3 9"W 3 1 7.9 5'
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BARN
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N89° 56' 35"E
--FOUND #5 REBAR &
PLASTIC CAP LS . 13501
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ATCH ,EX:6345.0'± ,,
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\--GARAGE FINISHED
FLOOR EL.=6356.33
~--EXISTING GRAVEL DRIVE
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PROPO SED GRAVEL DRIVE
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129.42'
Delta=227 °39'20"
R=S0.00'
L=198.67'
Ch Brg=S54°47 '00"W
Ch Dist=91.48'
~-FOUND#5REBAR
-....
0
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VI
30
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GRAPHIC SCALE
0 " "' 60 c•-• -· I I I
(IN FEET)
1 inch = 30 ft.
SITE BENCHMARK
A SITE BENCHMARK LOCATED AT THE GARAGE
FINISHED FLOOR , ELEV: 6356 .33 PER SURVEY
PREPARED BY SOPRIS ENGINEERING INC .
NOTES :
1) CONTRACTOR TO PLACE 6" CLASS 6 ROAD BASE
COMPACTED TO 95% STANDARD PROCTOR IN NEW
DRIVEWAY AREA. PLACE SCREENED ROCK l"-2" IN DEPTH
TO MATCH EXISTING DRIVEWAY.
2) CONTRACTOR TO STRIP TOP SOIL AND ORGANIC
MATERIAL IN ALL FILL AREAS AND PLACE ON FILL SLOPE
AND BETWEEN BOULDERS.
3) CONTRACTOR TO PLACE WATILES OR SILT FENCE AS
NEED FOR BEST BMP 'S.
120
I
s OPRIS ENGINEERING , LLC.
I CIVIL CONSULTANTS I
502 MAIN STREET
CARBONDALE, CO 81623
(970) 704--03 11
FAX: (970}-704-0313
DESIGNED BY JN 07111/17
DRAWN BY NH 07/11/17
CHECKED BY JN 07/11/17
DATE: 07/11/17
JOB NO. 15154
DATE REVISION
00/00/00 )()()(
TITLE
GRADING PLAN
DRAWING NO.
C1.0