Laserfiche WebLink
15'-0" <br />6' CIA55 : <br />ROAD BASE <br />EXISTING - ~ ~ ~ ~ ~ ~ <br />~ CRADE ~ - 2 (lYP <br />~ 'I ZONE 1~ --__- --- - i' <br />FILL <br />EXISTING <br />GRADE <br />ZONE 2 <br />BACKFILL <br />I <br />i <br />~n'P) <br />~ VARIES <br />ZONE 1 <br />BACKFILL <br />4'-D" <br />8' SLOTTED PVC <br />1'-0" ~ ~. . . ~ <br />3'-0" <br />ACCESS ROAD FILL SECTION <br />,' o z' <br />~ <br />SCALE 1/2' = 1'-0" <br />EXISTING <br />GRADE <br />T <br />~ <br />~ DRAIIN VJC D63[CNBD OHS DATB 07 17 09 ~~ Smith Geotechnical/Engineering Consullants SHEETS SNEET <br />cxsc~t;o oHS $m~+ 1225 Red Cedar Cirtle SOUTH GRAYAND DETAILS SHEET 5 5 <br />scus ns s~awr+ .~eaovsn oHS PROI. N0. 09.016 Oeo6iQ1in1ai1 Fort Callins, Colorada eoszs GRAY #3 RESERVOIR DAM <br />- ENGINEERING CONSULTANTS (970) 490-2620 <br />TOE DRAIN <br />,• 0 2' <br />~ <br />SCALE 1/2" = 1'-0" <br />~ ~ 15~-0~ 1 <br />6" CLASS 5 ~ i y <br />ROAD BASE <br />/ <br />~ 12' DEEP V-DITC <br />WITH 2:1 SIDE <br />SLOPES <br />20'_0• <br />ACCESS ROAD CUT SECTION <br />,' o z' <br />~ <br />SCALE 1/2° = I'-0" <br />