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RING & COVER CEMENT GROUT <br /> ADJUSTING RINGS <br /> (MAXIMUM 8"TOTAL HEIGHT) <br /> in <br /> 24" <br /> MIN. PRECAST FLAT SLAB <br /> a=~ D TOP SECTION <br /> w PREFORMED <br /> 0 PLASTIC PRECAST BARRELL SECTION <br /> L_uj GASKETS <br /> O <br /> 2 <br /> Q SLOPE 1" <br /> PER FOOT 6 <br /> o <br /> INVERT TO BE FORMED OR SHAPED <br /> CAST-IN-PLACE TO SUITE FIELD CONDITIONS <br /> OR PRECAST BASE <br /> EFFLUENT PIPE <br /> 6'. <br /> NOTES: <br /> 1. REFERENCE CITY OF GREELEY <br /> WATER & SEWER CONSTRUCTION <br /> SPECIFICATIONS FOR MINIMUM <br /> MANHOLE DIAMETER (D)AND <br /> MATERIAL/INSTALLATION <br /> REQUIREMENTS. <br /> FLOW LINE s <br /> 2. MANHOLES INSTALLED IN <br /> GROUNDWATER ABOVE THE BASE <br /> SHALL HAVE ALL MANHOLE <br /> 1 SECTION JOINTS SEALED PER <br /> 2" (MIN.)TO 24"(MAX. <br /> WATER & SEWER CONSTRUCTION <br /> TYP. UPSTREAM PIPE INFLUENT SPECIFICATIONS. <br /> PIPE <br /> SHALLOW MANHOLE <br /> DETAIL NO. SS-3 <br /> DATE. JANUARY 2006 SCALE: NTS <br />