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Backfill abutment to grading <br />plane prior to placing slope paving <br />a <br />0 <br />Top of rolled edge <br />P <br />#3@72 <br />Slope rounding <br />a A <br />#3 �.0 @ 12 <br />For ditch dimensions <br />see " Road Plans " <br />WI TH DI TCH. <br />WINGWALL ELEVATION <br />2 r)" <br />SECT/ ON A -A <br />rolled edge <br />Edger finish <br />1-orrned edge <br />1/2" Prem( <br />join t filler <br />I Ft thick <br />wall o t enc <br />Formed edge <br />Match roadway <br />side slope --, <br />Lop of rolled edge <br />It <br />#3 12 <br />#3 tot 4 <br />2" expanded <br />polystyrene <br />6 x 6— W1. 4 x W1. 4 <br />welded wire fabric <br />TVIDIr A/ Cr"r TIM/ rnA1rPr Tr" P d 1/1AIr- <br />PREFORMED GROOVE <br />sEcrioN B -B - <br />* This dimension becomes zero when edge <br />of deck is at outside face of W. W. <br />Top o f <br />rolled edge <br />3/4 " Edger finish <br />=8„ <br />@ 18 <br />r <br />a <br />G 12 <br />Formed <br />edge <br />RECORD DRAWI <br />Corrections By­iJ <br />No Cher; er- . <br />Date <br />Any Person Should <br />u <br />AN fnfDrrn ' B�, s Site Of� o, <br />Face of <br />abutment <br />DIST I COUNTY I ROU TE <br />REGISTERED ENGINEER - GI VIL <br />POS T MIC ES SHEET I T❑ T A L <br />TOTAL PROJECT I NO. SHEETS <br />Q (3 FESS�d <br />AHMAD ABDEL-:0 <br />y <br />c� ri <br />No. C051297 � <br />4( Exp, 06-30- o <br />`sem C V IL �Q <br />qT£ OE F obey <br />PLANS APPROVAL DATE <br />The State of California or its officers or agents <br />shall not be responsible for the accuracy or <br />completeness of electronic copies of this plan sheet. <br />Preformed grooves <br />Or os directed by the <br />Engineer to provide <br />uniform spacing <br />Stiff broom finish. Grooves and broom <br />marks to be parallel to slope <br />PICTORIAL VIEW OF TYPICAL INSTALLATION <br />MOTE: For actual limits of slope paving <br />on this project, see sketch below. <br />"MR " line <br />2'— 6 ,. <br />tYP <br />LIMITS OF SLOPE PAVING <br />-nen t wingwall, typ <br />� Brg, Abut 7 & 6 <br />+vc, of slope <br />Indicates limits of payment <br />for concrete slope p a vin g <br />STANDARD <br />DRAWING APPROV RECOMMENDED BY STA E OF BRIDGE N0 <br />. <br />MARIPOSA ROAD GRADE SEPARA TION & R <br />EALIGNMEN T <br />FILE Na. xs 22-11 DE51GN BY CFDIVISION OF STRUCTURES <br />DESIGN DETAILS sr R_ YEECHECKED CALIFORNIA STRUCTURE D�SlGN PAST MILE <br />DA TE 3%8gSUBM!TIED 8Y C. W. 1�URK!SS DESIGN 5JPE4V54R DEPARTMENT OF TRANSPORTA77O�SLOPE PA MNG - FULL SLOPE <br />DS OSD 214 7A ( CARD 4/89 J ORIGINAL SCALE IN INCHES CU DISREGARD PRINTS BEARING REVISION DATES (PRELIN}1NA 4Y STAGE ONLY j SHEET OF <br />FOR REDUCED PLANS O ? 2 3 EA EARLIER REVISION DATES 48 51 <br />XS221 I . DGN III- 7 <br />