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FRAME ■ COVER <br />BE ON DOWNSTREAM <br />OF MANHOLE <br />III_\_\_�I� <br />6" <br />7" <br />4'-0" <br />CIRCULAR P.C.C. COLLAR <br />WITH FINISHED EDGES. <br />ADD #3 REBAR 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 />PLUG ANY UNUSED STUB <br />WITH FACTORY MADE PLUG. <br />6" <br />JOIN WITH 1/2" THICK QUICK <br />SETTING GROUT, (TYP.) <br />z °' ALHAMBRA FOUNDRY A-1270-C/R <br />CONCRETE SHELF 2 OR APPROVED EQUAL <br />12" FRAME AND COVER <br />6" (MIN.) <br />fi"_ o.'. (MAX.) <br />(TYP.) <br />-77M n °o0 oov vo 0 <br />ore' ,° I• D 3/y" HALF HOLE o 0 0 0 0 0 <br />I o00 oov o00 <br />o o o e n n o SEE NOTE 1 0 o v v o <br />0 ....... <br />MANHOLE o v v v v v v <br />BASE 3/a" DIA. HOLES <br />ON 5" RAD (2) <br />24" DIA. (fYP.) <br />DETAILS OF HOLES IN COVER <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 />APPROVED: DATE: 11 2 h7. O CITY OF SANTA ANA o <br />PUBLIC WORKS AGENCY <br />DATE STD. PLAN <br />NUMBER <br />1201 <br />SHEET 1 OF 2 <br />I REVISION <br />SEWER MANHOLE <br />7/16/09 <br />R.R <br />WATER STOP GASKET <br />1115112 <br />J.A. <br />ADDED REBAR <br />3/1/16 <br />R.R. <br />ADDED COMPOSITE COVER <br />\ 112020R.R. <br />UPDATED <br />