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i <br /> OPENING i <br /> DIAMETER <br /> OPENING DIAMETER PULS <br /> 2' LONG (TYPICAL) i <br /> PLAN VIEW <br /> PARTIAL <br /> SIZE AND LOCATION OF TOP SLAB 0 N/FT (FOI R ING AREA OF i <br /> MANHOLE AS REQ'D <br /> 8 <br /> CASING PIPE (DIP) %MIN TYP) <br /> __2I 7 <br /> 8m(MIN) r <br /> REINFORCED <br /> CONCRETE WALL <br /> WHERE CONDITIONS PERMIT THE i <br /> 2'-0' 21_0' LOWEST POINT OF CONFLICT MAIN <br /> AT OR ABOVE f OF GRAVITY MAIN <br /> rF`SHAD€D AREA EQUAL NEW UTILITYMAIN <br /> TO TWICE THEAREA / (NO JOINTS INSIDE MANHOLE)OF THE STORM SEW€R OR OTHER TYPE <br /> GRAVITY MAIN AS <br /> REQUIRED <br /> 12' (MIN) <br /> VOID r <br /> STANDING WATER <br /> BASE SLAB MINIMUM STEEL - EXISTING STORM SEWER <br /> AREA OF .20 SO IN/FT OR OTHER TYPE GRAVITY <br /> ELEVATION MAIN <br /> i <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. i <br /> 3 . REFER TO M - 12 FOR CASING SIZE. <br /> i <br /> DRAWING <br /> INDIAN RIVER COUNTY �� f � <br /> DEPARTMENT () I1 Qpr d� CONFLICT MANHOLE M to <br /> UTILITIES SERVICES <br /> `�LC�RIPQ' <br /> MMPI N09 i <br />