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e I `\ <br />raTa-M <br />howfa <br />LB <br />PVC <br />R <br />RCP <br />S <br />SMH <br />UP <br />S- <br />-W- <br />156--- <br />t56 <br />156x3O <br />56x3O' <br />6" WATER <br />— <br />0 +00 W <br />/EXISTING PAVEMENT 1 00 20' <br />-}-S <br />r <br />DRIVE i <br />-�-w- <br />PROVIDE 1' OVERLAY <br />OVER EXIST. PAVEMEI <br />LIJ <br />Lli <br />Of <br />(1 <br />0 PLAN VIEW <br />Of SCALE: 1 " -20' <br />3 <br />ADVANCED DRAIN SYSTEMS (POLYETHYLENE) <br />CATCH BASIN <br />HYDRANT <br />INVERT <br />LEACHING BASIN <br />POLYVINYL CHLORIDE PIPE <br />RIM <br />REINFORCED CONCRETE PIPE <br />SLOPE <br />SEWER MANHOLE <br />UTILITY POLE <br />SEWER MAIN <br />WATER MAIN <br />EXISTING CONTOUR <br />PROPOSED CONTOUR <br />EXISTING ELEVATION <br />PROPOSED ELEVATION <br />®' s <br />go.. <br />DATUbf ELEV <br />220.00 <br />BEGIN PROPOSED PAVEMENT STA. 1 +00 <br />EXIST. S! <br />= 257.6' <br />1= 251.27 <br />PROVIDE FULL DEPTH— <br />PAVEMENT CONSTRUCTION <br />RELOCATE EXIST. HYDRANT—\ <br />` DRIVE <br />•or <br />ol <br />WlST. wJ <br />PROPOSED <br />GUARD RAIL <br />PROP. RIP RAP 3 +00 4 +00 <br />C ADS OVEWLOw — — - --�— — — I — <br />PROP. CATCH BASIN <br />—12' RCP <br />S•0.010 <br />PRT. INFILTRATION YSTEM <br />(18 X 18 X 4 DEEP) <br />\t �cF <br />y9111 \ <br />\ <br />1 <br />0 +00 1 +00 2 +00 :)tUU <br />PROFILE <br />SCALE: 1 " =20' (HOR.) <br />1 " =4' (VER.) <br />:NCY <br />iL! <br />40' RIGHT OF WAY <br />20' PAVED WAY <br />16't <br />i <br />TYPICA <br />ROADWAY CR <br />(NOT TO SCALE) <br />" <br />1/2 FINISH COURSE <br />BINDER COURSE <br />12" GRAVEL BASE <br />- SECTION <br />GRAPHIC SCALE <br />20 0 10 20 40 <br />(IN FEET ) <br />1 inch = 20 ft <br />