Laserfiche WebLink
-� IRCDUS RESPONSIBILITY <br /> EASEMENT OR R.O.W. <br /> J J <br /> M m <br /> Z Z (� <br /> auj <br /> Z 4" RISER PIPE WITH 90' BEND FOR SERVICE CONNECTION J o <br /> I Q- <br /> V) <br /> & 4" CLEANOUT GROUND LEVEL (TYP) SEE NOTE 4 N <br /> w Of <br /> w ww DEPTH 2' MINIMUM DEPTH 2' MIN CL w <br /> a <br /> a <br /> 2 0 <br /> oR a DEPTH TO BE DETERMINED IN THE o <br /> N FIELD AS REQUIRED TO AVOID v~i <br /> L) UTILITIES 3'-0" DEEP (MINIMUM) <br /> U <br /> SINGLE SERVICE AS SHOWN ON <br /> STANDARD LATERAL DETAIL (S-1) <br /> I <br /> OF ROAD CROWN I <br /> ELEVATION OF ROAD <br /> \\ \\ \ \\\ \ <br /> \ <br /> TYPICAL TRENCH CONTOUR <br /> \/\\j\// DURING CONSTRUCTION <br /> BENDS AS REQ'D <br /> 6"00' LONG �j' 3/4" <br /> IIwz �� RADIUS BEND ���� ' GRAVEL <br /> ��i� !i i <br /> MARKER BALL TAPED 0w CONTINUE GRAVEL BED <br /> TO 6"x4" WYE (TYP) UNDER & PARALLEL TO <br /> i� SAND PIPE INTO UNDISTURBED <br /> BED SOIL TO PROPERTY LINE <br /> PIPE INVERT STANDARD 6"x4" WYE (TYP) <br /> SEE S-3 <br /> SAND EXCAVATION STANDARD "Y" BRANCH <br /> TO BE LOCATED IN FIELD <br /> ELEVATION 45' BEND <br /> 4a . <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. PLUMBING CONTRACTOR WILL BE RESPONSIBLE FOR RISER PIPE WITH BEND FOR SERVICE CONNECTION <br /> AND FOR CUTTING 4" SEWER CLEANOUT TO FINISH GRADE PRIOR TO CONNECTION. <br /> INDIAN RIVER COUNTY gIVE� DRAWING <br /> DEPARTMENT of Q �z MODIFIED RISER LATERAL NO. <br /> UTILITIES SERVICES 1-3 (DEEP SEWER) S— 2 <br /> �LORI�Q' MA"2M4 <br /> I�:tj.A.a3. <br />