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r <br /> ASPHALT PAVEMENT <br /> FINISH GRADE <br /> s <br /> r \�\j�\//� <br /> FIBERGLASS LINER <br /> z <br /> FORCE MAIN <br /> M <br /> r <br /> r <br /> r <br /> 41 - 0" ID <br /> r <br /> GRAVITY SEWER <br /> STANDARD LONG DOWNSTREAM <br /> RADIUS ELBOW INLET <br /> r CUT HOLE ( USE + 6 " (MIN) <br /> NEOPRENE BOOT <br /> TO SEAL) ( ) <br /> r 6 °(MIN ) <br /> ELEVATION <br /> NOTES <br /> 1 . SEE MANHOLE NOTES ON DRAWING NO. S- 4. <br /> 2. SEE PIPE OPENING DETAIL DRAWING N0. 5- 10. <br /> r 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 /> �r 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 /> r <br /> DRAWING <br /> INDIAN RIVER COUNTY NO. <br /> UFPARTMENT OF z FORCE MAIN TIE - IN S - 12 <br /> UTILITIES SERVICES <br /> � OR10P <br /> rmxusmzwa <br />