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SEE SEW -2 & 3 FOR CASTING <br />WRAP OUTSIDE OF RINGS <br />WITH WATER TIGHT PRODUCT <br />TYPE II PRECAST <br />COVER <br />8„ <br />J <br />J <br />CO <br />Q <br />AS PER <br />STANDARD <br />PLATE <br />CONCRETE ADJUSTING RINGS <br />MINIMUM 2" <br />MAXIMUM 6" <br />1 /2" MORTAR <br />4'—C" <br />WALLS TO BE <br />CONSTRUCTED EITHER OF <br />PRECAST SECTIONS OR <br />CONCRETE SEWER BLOCK. <br />SEWER BLOCK SHALL BE <br />PLASTERED ON BOTH <br />INTERIOR AND EXTERIOR. <br />r— <br />F-- <br />L_ <br />L_ <br />4 <br />CO\CRETE SLAB <br />5'-4" <br />SLA3-TOP fVANHOLE <br />N.T.S. <br />MANHOLE INVERT <br />SHALL BE GROUTED TO <br />PROVIDE SMOOTH FLOW <br />FROM INLET TO <br />OUTLET. <br />APPROVED <br />DATE <br />9-2011 <br />STANDARD DETAILS <br />STANDARD DETAILS <br />SLAB—TOP MANHOLE <br />CITY PLATE No. <br />SEW -6 <br />