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SEE PIPE OPENING <br /> �w DETAIL (S-11) <br /> 8- <br /> 4'—0" ID STANDARD <br /> "T" BRANCH <br /> T <br /> PIPE INVERT <br /> —CONCRETE 6- (MIN) <br /> 6" (MIN) csj COVER ALL AROUND <br /> (TYP) <br /> (BY CONTRACTOR)cr Of SLOPE SEE MANHOLE <br /> EFFLUENT & <br /> 0 0 2-/FT INFLUENT DETAIL <br /> 4 <br /> + <br /> STANDARD LONG <br /> RADIUS ELBOW <br /> FILL CONCRETE L24"�J <br /> OR BRICK W/TYPE I EXTENDED SLAB CAST <br /> OR TYPE 11 INTERGRAL WITH BASE <br /> CEMENT MORTAR <br /> ELEVATION <br /> SECTION A—A SLOPE + <br /> �w A 2-/FT A <br /> PLAN VIEW <br /> TO BE USED WHERE DROP IS 2' OR MORE <br /> ­RT- <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. SOLVENT JOINTS SHALL NOT BE USED FOR DROP PIPE <br /> 5. SEWER LATERALS SHALL NOT BE CONNECTED DIRECTLY INTO MANHOLES <br /> IVE <br /> (Iiw INDIAN RIVER COUNTY DRAWING <br /> MANHOLE NO. <br /> DEPARTMENT OF Q 2) <br /> UTILITIES SERVICES T Y P E A " DROP S- 9 <br /> LORD MARCH 214 <br /> 13-A. 30- <br />