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6 " CLEANOUT W/CLEANOUT CAP ( TYP ) <br /> DEPTH TO BE DETERMINED IN THE 6 x4 WYE <br /> FIELD AS REQUIRED TO AVOID ( TURNED 90 <br /> UTILITIES ( TYP) OR CRARITY <br /> SINGLE SERVICE AS SHOWN ON <br /> STANDARD LATERAL DETAIL (S- 1 ) <br /> w <br /> w <br /> Z OF ROAD CROWN M z <br /> ELEVATION OF ROAD �7_ <br /> I W Li o <br /> a [V <br /> i \ \ <br /> 77/7 <br /> o //%/7% \ \ \ \ 7 <br /> Lu r. <br /> iv o � �\/N\ <br /> \ TYPICAL TRENCH CONTOUR <br /> o � `~' DURING CONSTRUCTION <br /> M 6 " j BENDS AS REQ' D <br /> 6 "x30' LONG ��j' 3 /4" <br /> z / RADIUS BEND \�� GRAVEL <br /> CONTINUE GRAVEL BED <br /> C w ':," UNDER & PARALLEL TO <br /> o PIPE INTO UNDISTURBED <br /> i� SAND :: ; ; : %';: ' SOIL TO PROPERTY LINE <br /> DOUBLE SERVICE AS BED <br /> SHOWN ON STANDARD PIPE INVERT <br /> LATERAL DETAIL (S- 1 ) <br /> SAND EXCAVATION STANDARD "Y" BRANCH <br /> TO BE LOCATED IN FIELD <br /> MARKER BALL TAPED <br /> TO 6x4 WYE ( TV ) <br /> ELEVATION <br /> NOTES <br /> 1 , 3 /4" GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK , <br /> SAND BEDDING SHALL BE USED FOR EXCAVATION . IN SAND , <br /> 2. ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST. <br /> 3. MARKER BALLS TO BE TAPED TO 6 " x4" 24" BELOW FINISHED GRADE. <br /> 4. HOUSE BUILDER WILL BE RESPONSABLE FOR CUTTING SEWER CLEANOUT TO GRADE PRIOR <br /> TO CONNECTION . <br /> V <br /> DR <br /> INDIAN RIVER COUNTY � �o� MODIFIED RISER LATERAL NWINGO <br /> DEPARTMENT OF <br /> UTILITIES SERVICES ��' ( DEEP SEWER ) S - 2 <br /> L0R1MARCH 2004 <br />