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OPENING <br /> DIAMETER <br /> OPENING DIAMETER PULS <br /> 2' LONG (TYPICAL) <br /> PLAN VIEW <br /> PARTIAL <br /> SIZE AND LOCATION OF TOP SLAB REINFORCING AREA OF <br /> MANHOLE AS REWD 20 SO IN/FT (MIN ) <br /> CASING PIPE (DIP) 8'(MIN TYP) <br /> z0000 <br /> REINFORCED 8w(MIN) <br /> CONCRETE WALL <br /> WHERE CONDITIONS PERMIT THE <br /> 2'- 0' 2._O. LOWEST POINT OF CONFLICT MAIN <br /> AT OR ABOVE E OF GRAVITY MAIN <br /> F zE <br /> SHADED AREA EQUAL NEW UTILITY MAIN <br /> TO TWICE THE AREA (NO JOINTS INSIDE MANHOLE) <br /> OF THE STORM SEWER +-60(MIN) <br /> OR OTHER TYPE <br /> GRAVITY MAIN AS <br /> REQUIRED <br /> 12' (MIN) 8"(MIN) <br /> GROUT SLOPE TO AVOID <br /> STANDING WATER <br /> BASE SLAB MINIMUM STEEL EXISTING STORM SEWER <br /> AREA OF .20 SQ IN/FT OR OTHER TYPE GRAVITY <br /> MAIN <br /> ELEVATION <br /> NOTES <br /> 1 . CONFLICT MANHOLES WILL BE ALLOWED WHERE DESIGN PROBLEMS AND <br /> ECONOMICS PROVE THEM TO BE THE ONLY VIABLE SOLUTION AS APPROVED <br /> BY IRCDUS . <br /> 2 . CONFLICT MANHOLES WILL NOT BE ALLOWED FOR WATER MAINS CROSSING <br /> GRAVITY WASTEWATER SYSTEMS . <br /> 3 , REFER TO M - 12 FOR CASING SIZE . <br /> ZVER DRAWING <br /> INDIAN RIVER COUNTY �� No. <br /> DEPARTMENT OF Q z CONFLICT MANHOLE M - 1 O <br /> UTILITIES SERVICESr <br /> LORI�� SEPIDABoe 20o3 <br />