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6 " CAP <br /> Z w <br /> J qOF ROAD CROWN J <br /> ELEVATION OF ROAD <br /> CL <br /> ? o <br /> v I p/ �\ \ \W a \ �\\ \ <br /> > /% <br /> Li <br /> O D_ d <br /> o N MINIMUM SLOPE �4" PER FT <br /> USE GREAIIttR SLOPE <br /> M WHERE POSSIBLE <br /> 6 " x4" WYE <br /> ( TURNED 900 DEPTH TO BE FOR CLARITY) ELEVATION MARKER BALL TAPED <br /> DETERMINED IN THE TO 6x4 WYE ( TYP ) <br /> FIELD AS REQUIRED TO <br /> AVOID UTILITIES ( TYP ) <br /> DOUBLE SERVICE SINGLE SERVICE <br /> TYPICAL 6 " TYPICAL <br /> STANDARD " Y" BRANCHES <br /> TO BE LOCATED IN THE FIELD - - <br /> w <br /> INSTALLED PLUG WRAP WITH I z <br /> ( TYP ) DETECTION TAPE <br /> 6 " w <br /> I a- <br /> PROPERTY BENDS AS a <br /> LINE ® REQUIRED <br /> 6 " COMMERCIAL <br /> ( 4" RESIDENTIAL) OF SEWER MAIN TO BE <br /> 6 " DOUBLE " Y" COMMERCIAL ON OF STREET UNLESS <br /> ( 6 " x4" " Y" RESIDENTIAL) OTHERWISE APPROVED BY IRCDUS <br /> PLAN VIEW <br /> NOTE <br /> 1 . SANITARY SEWER LATERALS SHALL BE A MINIMUM OF 6 " IN DIAMETER , <br /> 2. MAGNETIC DETECTION TAPE SHALL BE INSTALLED OVER ALL <br /> SERVICE LATERALS, <br /> 3 . ALL MATERIALS ARE TO BE PER IRCDUS APPROVED MANUFACTURERS ' PRODUCT LIST, <br /> 4. MARKER BALLS TO BE TAPED TO 6 " x4" 24" BELOW FINISHED GRADE. <br /> 5 . HOUSE BUILDER WILL BE RESPONSABLE FOR CUTTING SEWER CLEANOUT TO GRADE PRIOR <br /> TO CONNECTION . <br /> V <br /> INDIAN RIVER COUNTY �� �o� STANDARD LATERAL DRNOOING <br /> DEPARTMENT OF Q z <br /> UTILITIES SERVICES *�' ( SHALLOW SEWER ) S - 1 <br />