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FINISH GRADE ASPHALT PAVEMENT <br /> /\\//\\//\\//\\ <br /> U <br /> FIBERGLASS LINER <br /> z <br /> v <br /> FORCE MAIN TRACE WIRE <br /> r) <br /> 4' - 0" ID <br /> GRAVITY SEWER <br /> STANDARD LONG DOWNSTREAM <br /> RADIUS ELBOW � INLET <br /> CUT HOLE ( USE + 6 " ( MIN ) <br /> NEOPRENE BOOT ( TYP ) <br /> TO SEAL) <br /> 6 " (M11IN ) <br /> T <br /> ELEVATION <br /> NOTES <br /> 1 , SEE MANHOLE NOTES ON DRAWING NO. S- 4. <br /> 2, SEE PIPE OPENING DETAIL DRAWING N0, S- 10, <br /> 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S- 11 . <br /> 4, NO INSIDE DROP WILL BE ACCEPTED , <br /> 5, MATERIALS FOR LINING MANHOLES SHALL BE EQUAL TO THAT MANUFACTURED BY ASSOCIATED <br /> FIBERGLASS ENGINEERS OR APPROVED EQUAL AND SHALL BE ENGINEERED TO A <br /> STANDARD OF 16 , 000- POUND VERTICAL DYNAMIC WHEEL LOAD ( AASTHO H - 20) . <br /> FIBERGLASS LINERS SHALL BE INSTALLED ON ALL MANHOLES RECEIVING PUMPED SEWAGE. <br /> 6 , ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. <br /> DRAWING <br /> INDIAN RIVER COUNTY N0, <br /> DEPARTMENT OF o Z <br /> UTILITIES SERVICES FORCE MAIN TIE - IN <br /> S - 12 <br /> � � <br /> OR \ P SEPWUeQ ams <br />