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FINISH GRADE /—ASPHALT PAVEMENT <br /> iIIiw <br /> \\//\\> �j// <br /> U FIBERGLASS LINER <br /> K <br /> FORCE MAIN—\ <br /> 4'-0" ID <br /> —y <br /> I <br /> GRAVITY SEWER <br /> STANDARD LONG DOWNSTREAM <br /> RADIUS ELBOW <br /> INLET <br /> CUT HOLE (USE + 6-(MIN) <br /> NEOPRENE BOOT <br /> TO SEAL) (TYP) <br /> 6�"(7MIN) <br /> T <br /> (SEE NOTES S-5) ELEVATION <br /> -ART- <br /> NOTES <br /> 1. SEE MANHOLE NOTES ON DRAWING NO. S-5 <br /> 2. SEE PIPE OPENING DETAIL DRAWING NO. S-11 <br /> 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S-12 <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 /> R <br /> INDIAN RIVER COUNTY VEDRAWINGNO. <br /> DEPARTMENT OF z <br /> UTILITIES SERVICES FORCE MAIN TIE- IN S-13 <br /> � �� <br /> �OR1 <br /> wAF"sms <br /> A3.A.3�. <br />