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r <br /> 6 " CLEANOUT W/CLEANOUT CAP ( TYP) <br /> s <br /> 2' BELOW GRADE 6 "x4" WYE <br /> (TURNED 90' <br /> r DEPTH TO BE DETERMINED IN THE FOR CRARITY) <br /> FIELD AS REQUIRED TO AVOID <br /> UTILITIES (TYP) <br /> .� SINGLE SERVICE AS SHOWN ON <br /> STANDARD LATERAL DETAIL (S-1 ) <br /> w w <br /> z71 OF ROAD CROWN <br /> r ELEVATION OF ROAD <br /> a <br /> a al <br /> 1\ 77/77/7771 <br /> N ��i \\/ I, <br /> TYPICAL TRENCH CONTOUR /j��/�// <br /> ��/\\ \\ \ DURING CONSTRUCTION <br /> 6" T\/T\ BENDS AS REQ'D <br /> 6"x30' LONG3/4" <br /> RADIUS BEND GRAVEL <br /> CONTINUE GRAVEL BED <br /> UNDER & PARALLEL TO <br /> I o PIPE INTO UNDISTURBED <br /> SAND SOIL TO PROPERTY LINE <br /> DOUBLE SERVICE AS BED <br /> SHOWN ON STANDARD PIPE INVERT <br /> LATERAL DETAIL ( S-1 ) - <br /> r <br /> SAND EXCAVATION STANDARD "Y" BRANCH <br /> TO BE LOCATED IN FIELD <br /> MARKER BALL TAPED - J <br /> TO 6x4 WYE (TYP) <br /> ELEVATION <br /> r <br /> NOTES <br /> r <br /> 1 . 3/4" GRAVEL BEDDING SHALL BE USED FOR EXCAVATION IN ROCK . <br /> SAND BEDDING SHALL BE USED FOR EXCAVATION IN SAND. <br /> c 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 /> r <br /> INDIAN RIVER COUNTY Q V �p DRNING <br /> MODIFIED RISER LATERAL OO <br /> DEPARTMENT OF y Sc <br /> UTILITIES SERVICES ( BEEP SEWER ) S - 2 <br /> OR P <br /> fFPRUMY 2W6 <br /> r <br />