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FRAME AND COVER SHALL <br />BE ON DOWNSTREAM SIDE <br />OF MANHOLE <br />M <br />24 <br />(TYP.) <br />il— °o. <br />0 <br />6" 4'-0" <br />•e ' <br />CIRCULAR P.C.C. COLLAR <br />WITH FINISHED EDGES. <br />[ADD 1*3REBAR CIRCUMFERENTIAL <br />NECK SHALL BE (MIN.) 6" AND (MAX.) 24" HIGH WHEN IN <br />PAVEMENT AREA. WHEN OUTSIDE PAVEMENT, NECK SHALL BE AS <br />DIRECTED BY THE ENGINEER. <br />n <br />Z° <br />CONCRETE SHELF 2 <br />iv <br />•e r6„(MIN.) o.'. <br />PLUG ANY UNUSED STUB <br />WITH FACTORY MADE PLUG. <br />JOIN WITH 1/2" THICK QUICK <br />SETTING GROUT, (TYP.) <br />ALHAMBRA FOUNDRY A-1270-C/R <br />OR APPROVED EQUAL <br />FRAME AND COVER <br />v v v v 0 <br />SEWER <br />0 0 0 0 0 0 0 <br />0 0 0 0 0 v v o <br />HALF HOLE o v v v o o 0 0 <br />0 0 0 0 <br />0 0 0 <br />0 0 0 0 0 0 0 0 <br />—SEE NOTE 1 0 0 0 0 0 <br />v v v v o 0 0 <br />MANHOLE v o o v o 0 <br />BASE 3/a" DIA. HOLES o 0 <br />ON 5" RAD (2) <br />24" DIA. (TYP.) <br />I <br />`BASE POURED OVER 12" <br />OF COMPACTED 3/4" ROCK <br />NOTE: <br />1. FOR PVC SEWER PIPES, INSTALL WATER STOP GASKETS <br />SEE ADDITIONAL INFORMATION ON SHEET 2 <br />DETAILS OF HOLES IN COVER <br />Q i�DATE: 1( "u'" I O CITY OF SANTA ANA o <br />DATE I I REVISION <br />PUBLIC WORKS AGENCY <br />69viva iNLrno ol" <br />STD. PLAN <br />NUMBER <br />1201 <br />SHEET OF <br />