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i <br /> SEE PIPE OPENING <br /> DETAIL (S- 10) <br /> i <br /> 8.. 4' - O" ID 8.. STANDARD <br /> "T" BRANCH <br /> i - <br /> + <br /> i PIPE INVERT <br /> 1 CONCRETE 6 " (MIN) <br /> 'v w ? ` I COVER ALL AROUND <br /> 6" (MIN ) a 0 ( BY CONTRACTOR) SEE MANHOLE <br /> i (TPP ) � ,'i. EFFLUENT & <br /> 0 0 l INFLUENT DETAIL <br /> + STANDARD LONG <br /> :r ,'.7' '' <br /> � �. " • :+ •.' ± ` ; r I RADIUS ELBOW <br /> i <br /> FILL CONCRETE -/ 24 � <br /> OR BRICK W TYPEI EXTENDED SLAB CAST <br /> INTERGRAL WITH BASE <br /> CEMENT MORTAR <br /> ELEVATION d <br /> SECTIO _ A — A SLOPE + + <br /> i A 2"/FT ` _ A <br /> i <br /> I <br /> i <br /> PLAN VIEW <br /> i <br /> TO BE USED WHERE DROP IS 2 ' OR MORE <br /> i <br /> NOTES <br /> i 1 . SEE MANHOLE NOTES ON DRAWING NO. S-4. <br /> 2. SEE PIPE OPENING DETAIL DRAWING NO. S- 10. <br /> 3. SEE MANHOLE EFFLUENT & INFLUENT DETAIL; <br /> t 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 /> r <br /> VER MANHOLE DRAWING <br /> +� INDIAN RIVER COUNTY � No. <br /> DEPARTMENT OF ra <br /> UTIL,TTIFS SERVICES * P T Y P E „ A „ DROP s - g <br /> i � iEBMIMY 1000 <br />