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Design D G R <br /> Dram DGR <br /> Cbeck CHN <br /> / R I <br /> L: <br /> SITE L e 1 TRANSITION TO EXISTING GRADE � SITE B <br /> 0 <br /> I <br /> I <br /> I <br /> II I I <br /> I <br /> FENCE LINE 0x`s0 I I <br /> Oxo I I <br /> 0 <br /> 400+00 CHANNEL (E <br /> n° <br /> PARALLEL TO BRIDGE e - <br /> 399+50 WEST I I I I II z <br /> zz EDGE OF BRIDGE I () <br /> p � I <br /> 1 II V a <br /> I <br /> ti <br /> I w <br /> LIMITS OF EXCAVATION I w <br /> DDIRT ROAD <br /> ' z <br /> IRT ROAD <br /> TRANSITION TO EXISTING GRADE <br /> • I Fi <br /> C9 <br /> z <br /> w <br /> q <br /> s d <br /> CHANNEL & CONSTRUCTION O o <br /> e0X00 r , U <br /> ?>9x LIMITS OF EXCAVATION QY <br /> So s <br /> z <br /> TRANSITION TO EXISTING GRADE E� <br /> rJ 0 (IL CHANNEL & CONSTRUCTIONwel 'S <br /> Azo <br /> z o <br /> tz � <br /> O o <br /> 390+0 U <br /> 389+5 TRANSITION TO EXISTING GRADE <br /> J W <br /> Q 0v z <br /> Z F- Z <br /> SITE A SITE B o0 o W <br /> CHANNEL EXCAVATION QUANTITY <br /> ' CHANNEL EXCAVATION QUANTITY z <br /> 3,361 CUBIC YARDS Z <br /> 4,582 CUBIC YARDS � Z Q <br /> i I O0 :2Q <br /> i i p O � j W J <br /> � Q� Z CL <br /> N <br /> ZZ <br /> I = Z Q Ld <br /> o oo L <br /> o ` Z Y (/ <br /> � W W <br /> Or Q W <br /> I a3 � <br /> p U <br /> I ' � <br /> l Z R <br /> Q Q W <br /> Sj V) m <br /> Data <br /> 1 -5-94 <br /> D <br /> lob Number <br /> 262003 <br /> Scale <br /> / 1" = 100s <br /> Sbeel Number <br /> 100 0 100100 0 100 <br /> e. 3 <br /> SCALE 1" = 100' SCALE 1" = 100' °' 9 <br /> PROJECT ENGINEER DATE CHECKED DATE eq APPROVED DATE <br /> File Number <br /> E- 1760 <br />