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SEE PIPE OPENING <br /> DETAIL ( S- 10) <br /> 8 " 4' - 0" ID8 " STANDARD <br /> " T" BRANCH <br /> PIPE INVERTCONCRETE 6 " ( MIN ) <br /> � w _ • COVER ALL AROUND <br /> 6 " ( MIN ) N o `� ( BY CONCRACTOR ) <br /> ( NP) o <br /> EFFLUENT & <br /> In 0 <br /> ' • I INFLUENT DETAIL <br /> +% . : ;ice • ' . . r • - : '• .' • •'1 . • � � <br /> • ; STANDARD LONG <br /> • . . . : : : :, . , . r _ I RADIUS ELBOW <br /> --t <br /> FILL CONCRETE -// <br /> ONCRETE 24*- J <br /> OR BRICK W/TYPE I EXTENDED SLAB CAST <br /> CEMENT MORTAR INTERGRAL WITH BASE <br /> ELEVATION f <br /> SECTION A - A _ <br /> SLOPE + _ + <br /> A 2" /FT A <br /> PLAN VIEW <br /> TO BE USED WHERE DROP IS 2 ' OR MORE <br /> NOTES <br /> 1 , SEE MANHOLE NOTES ON DRAWING N0, S- 4, <br /> 2. SEE PIPE OPENING DETAIL DRAWING NO . S- 10, <br /> 3, SEE MANHOLE EFFLUENT & INFLUENT DETAIL; <br /> DRAWING NO. S- 11 . <br /> 4, SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE, <br /> 5 , SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES. <br /> V <br /> � R DRAWING <br /> INDIAN RIVER COUNTY MANHOLE. � �pG N0. <br /> DEPARTMENT OF y 2 ) 22 <br /> UTILITIES SERVICES * � T Y P E A DROP S - 8 <br /> LORIS sur,Emmm mm <br />