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2 <br />/ Z <br />2 <br />C) <br />2 <br />TOE OF SLOPE ( <br />5 <br />5270 - - <br />5260 <br />5250 <br />G: \94110 \ACAD \A4110205.dwg, 1" =1' , 1 <br />PLAN <br />52' -8" <br />SECTION <br />TAKEN AT BRIDGE CENTER LINE <br />94 of 10:10 COMPUTEI : , ATED DRAWING DO NOT ALTER MANUALLY <br />1 <br />5280 <br />5270 <br />5260 <br />5250 - <br />AS CONSTRUCTED <br />NO REVISIONS _ _� REVISED VOID L <br />-2" <br />e <br />�4' —4" <br />PROD. NO. <br />SNO. I TOTAL <br />17' -2" 17' -2" <br />2' -0" BRIDGE RAIL 30' -0" 2' -0" BRIDGE RAIL <br />HAUL ROAD & <br />PROFILE GRADE <br />BRIDGE <br />I <br />_w.02' FT <br />.02 ' /FT a <br />2.. <br />TYPICAL SECTION <br />PRESTRESSED <br />CONC GIRDERS <br />(G -54) <br />223' VC <br />VPI STA 38 +61.00 <br />EL 5270.90 '59 65% ' <br />.4.336% j <br />VPI STA 40 +75.00 <br />200' VC EL 5277.32 <br />LOCATION <br />01�_ STRUCTURE <br />PROFILE GRADE i <br />NOTE: <br />Q DESIGN = 400 CFS i <br />C <br />FELSBURG _DOWE FLATS - HIGHLAND DITCH <br />HOLT & GENERAL LAYOUT <br />U L L E V 1 G DATE PROJECT N0. DESIGNED BY DOG SHEET N0. DRAWING N0. <br />' DRAWN BY DDG <br />10 -94 94 -110 CHECKED BY X OF SHEETS B2 <br />0 0 <br />u- <br />0 0 0 1 0 3 4 5 <br />i <br />i <br />I <br />I <br />i <br />