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HomeMy WebLinkAboutCON-101-4e I `\ raTa-M howfa LB PVC R RCP S SMH UP S- -W- 156--- t56 156x3O 56x3O' 6" WATER — 0 +00 W /EXISTING PAVEMENT 1 00 20' -}-S r DRIVE i -�-w- PROVIDE 1' OVERLAY OVER EXIST. PAVEMEI LIJ Lli Of (1 0 PLAN VIEW Of SCALE: 1 " -20' 3 ADVANCED DRAIN SYSTEMS (POLYETHYLENE) CATCH BASIN HYDRANT INVERT LEACHING BASIN POLYVINYL CHLORIDE PIPE RIM REINFORCED CONCRETE PIPE SLOPE SEWER MANHOLE UTILITY POLE SEWER MAIN WATER MAIN EXISTING CONTOUR PROPOSED CONTOUR EXISTING ELEVATION PROPOSED ELEVATION ®' s go.. DATUbf ELEV 220.00 BEGIN PROPOSED PAVEMENT STA. 1 +00 EXIST. S! = 257.6' 1= 251.27 PROVIDE FULL DEPTH— PAVEMENT CONSTRUCTION RELOCATE EXIST. HYDRANT—\ ` DRIVE •or ol WlST. wJ PROPOSED GUARD RAIL PROP. RIP RAP 3 +00 4 +00 C ADS OVEWLOw — — - --�— — — I — PROP. CATCH BASIN —12' RCP S•0.010 PRT. INFILTRATION YSTEM (18 X 18 X 4 DEEP) \t �cF y9111 \ \ 1 0 +00 1 +00 2 +00 :)tUU PROFILE SCALE: 1 " =20' (HOR.) 1 " =4' (VER.) :NCY iL! 40' RIGHT OF WAY 20' PAVED WAY 16't i TYPICA ROADWAY CR (NOT TO SCALE) " 1/2 FINISH COURSE BINDER COURSE 12" GRAVEL BASE - SECTION GRAPHIC SCALE 20 0 10 20 40 (IN FEET ) 1 inch = 20 ft