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3" Pla <br />( Slott <br />Geocorr <br />j <br />Tol <br />niiflafc -Irnin fn r41'fr-h <br />Outlets, drain <br />to ditch <br />SECTION E—E <br />l/2 _ 1 '-0„ <br />Note: Bends and junctions in 3" <br />plastic pipe are 30" radius min. <br />—3" Plastic pipe ( Slotted ] <br />at normal end <br />Retaining wall <br />TYPICAL PLAN- <br />1" = 10' <br />ayout at staggered end, see "Detail B. " <br />H" <br />grade <br />its, drain <br />'tch <br />Geocomposrte <br />3" Plastic pipe <br />CANTILEVER WINGWALL <br />SECTION F—F <br />3" Plastic pip, <br />at staggered <br />114 » = 1 )—Orr <br />DETAIL B <br />SECTION H—H- <br />I" <br />_o. <br />30'-0" — Limits of geocomposite drain <br />End of <br />approach slat <br />Cop end <br />3" Plastic pipe <br />( Unslotted ) <br />3" <br />RETAINING WALL WINGWALL <br />SECTION G—G <br />Drainage pad <br />( Minor concrete <br />WITHOUT FOOTING <br />)site drain <br />fabric <br />'lastic pipe <br />Slotted <br />TPB <br />d- <br />DIS I; COUNTY ROU TE POS T MILES I .SHEET I TOTAL <br />TOTAL PROJECT NO. SHEETS <br />AijetX A�.4 - .-- <br />REGIS TERED ENGINEER - CIVIL <br />rrAH�MAQ <br />g�0AMCL-KARIM <br />k� <br />a No_ C051297 � <br />-c Exp, <br />`S'� CIVIL <br />qT� GE Q A �, w <br />PLANS APPROVAL DA TE <br />The State of Colifornia or its officers or agents <br />shall not be responsible for the accuracy or <br />completeness of electronic copies of this plan sheet. <br />ee "Drainage Details" <br />Geocomposite drain <br />Filter fabric <br />a <br />3" Plastic pipe <br />a a ( Slotted <br />O b ❑ <br />TPB <br />a a <br />4" <br />1'-0„ 4,� <br />DRAINAGE DETAILS- <br />1 <br />RECORD DPA <br />rreetions By_ <br />WITH FOOTING <br />Top of abutment or <br />retaining wall footing <br />STANDARD DRA WING S TA TE OF BRIDGE NO. <br />FILE NO. X5 22-17 DESIGN BY M. TRAFFALIS CHECKED E. THDRKILDSEN APPRDV FGaMh1ENDED s DIVISION OF STRUCTURES MARIPOSA ROAD GRADE SEPARA T1CN &REALIGNMENT <br />CALIFORNIA STRUCTURE <br />� Tp J j /� j j �] DESIGN <br />POST MILE <br />DESIGN DETAILS 6Y F2. YEE CHECKED � r � �J j J� iJ Li �V 1 1 � LJ �SI �1 Y <br />DA TE 819 DEPARTMENT OF TRANSPOR TA PON STRUCTURE APPROACH DRAINAGE DETAILS <br />SUBMITTED B Y M, H q DESIGN SUPERVISOR <br />DS OSD 2147A ( CADD 7197 } ORIGINAL SCALE IN INCHES CU DISREGARD PRINTS BEARING REVISION DATES f PRELIMINARY STAGE ONLY 5HEF T OF <br />FOR REDUCED PLANS 0 1 2 3 EA EARLIER REVISION DATES r 49 51 <br />XS2277.OGN VI= <br />