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RING & COVER <br /> CEMENT GROUT <br /> ADJUSTING RINGS <br /> (MAXIMUM 8"TOTAL HEIGHT) <br /> r <br /> 24" <br /> cn MIN. PRECAST ECCENTRIC <br /> w CONE SECTION <br /> Q <br /> > <br /> = D <br /> t— <br /> oPREFORMED PRECAST BARREL SECTION(S) <br /> W PLASTIC <br /> GASKETS <br /> z <br /> A <br /> SLOPE 1" PER FOOT i <br /> INVERT TO BE FORMED OR SHAPED <br /> CAST-IN-PLACE TO SUIT FIELD CONDITIONS <br /> OR PRECAST BASE <br /> EFFLUENT PIPE <br /> q 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 <br /> 2. MANHOLES INSTALLED IN <br /> GROUNDWATER ABOVE THE BASE <br /> L SHALL HAVE ALL MANHOLE <br /> SECTION JOINTS SEALED PER <br /> 12"(MIN )TO 24"(MAX.) WATER & SEWER CONSTRUCTION <br /> TYP. UPSTREAM PIPE INFLUENT SPECIFICATIONS. <br /> PIPE <br /> MH DEPTH A B <br /> 5'TO 15' 6" 1 8" <br /> OVER 15' <br /> STANDARD MANHOLE <br /> DETAIL NO. SS-1 <br /> DATE: JANUARY 2006 SCALE: NTS <br />