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S'jWr <br />REMOVE A RSNSTALL OOSTNO <br />SCT PENCE NECESSARY FOR CONSTRUCTION <br />EARTHWORK SUMMARY <br />DfCAVATION <br />n jMC Y (•*) <br />TORSOE STTUPRINQ <br />2000 CY(P) <br />EXCESS OVERBURDEN <br />(PAD SURCHARGE) <br />lAWC.Y. (P) <br />EMBAMCMENT <br />1.813 CY (P) <br />MmOATXMPONO <br />1»CY.(P) <br />SALVAGED TORSOS. <br />500CV(C.V) <br />BACKFli. <br />5MaY-(C-V) <br />---------------------------------i». <br />^ TOPOfWAU.100a.S <br />^ RCTAPINOWAU. (SEE ARCHITECTS PIANS) <br />^ Ml2 CURB A GUTTER <br />^ Mil CURB A GUTTER <br />^ COMMERCIAL DRIVEWAY <br />^ CONCRETE SIDEWALK <br />pedestrian CURB RAMP <br />12121 <br />boinMNunM <br />ON SITE GRANULAR BORROW <br />SOO OY. (UV.)I <br />DETENTION PONO <br />^ C.Y (P) <br />t2S« SHABMAGE FACTOR USED FROM LOOSE VOLUME (L.V4TO COMPACTED VQLUME(C V) <br />AU EXCESA MATIMAL SHALL BECXMC PROPERTY OF CONTRACTOR <br />BOT OF WALL 1FT BELOW GRADE <br />RETAINING WALL ELEVATION <br />STORM STRUCTURE SCHEDULE <br />STRUCTURE <br />NO.TC.MV <br />PIPE <br />SIZE LENGTH SLOPE FLOWS TO <br />101 -994 00 --•- <br />102 1001J 996»ir ISO-12S%101 <br />103 9905 98050 ir 4r 100%102 <br />10«-904JA ••-. <br />IQS •90900 24*31*50%104 <br />REVISIONS No date <br />DATE iLan <br />CHECKED BY <br />COMMISSIONNO 151SXM <br />e 2nni SKVOmwn <br />■ifm..V »II