Laserfiche WebLink
i <br /> MANHOLE FRAME & COVER SEE MANHOLE <br /> EFFLUENT & <br /> INFLUENT DETAIL <br /> 0 0 <br /> 0 0 0 0 <br /> A o00o A <br /> 0 0 0 <br /> ADDITIONAL REINFORCING BARS <br /> REQUIRED AT OPENING , SLAB TO <br /> TO BE . TRAFFIC BEARING . SUBMIT <br /> SHOP DRAWING FOR APPROVAL <br /> PLAN VIEW TRACE WIRE <br /> U=VEUNG RINGS <br /> GASKET —N... 8 .. 2 RSES MIN) Z <br /> 6 COURSES MAX) O <br /> I- <br /> L 241, ¢ U <br /> V) Q <br /> I <br /> r <br /> 4 ., „ w C v <br /> SEE PIPE OPENING 8 - 0 ID 8 > N <br /> DETAIL ( S - 10 ) <br /> 17 <br /> � U <br /> Q <br /> > <br /> 6 " MIN <br /> FILL CONCRETE 8 " <br /> OR BRICK W/TYPE I <br /> CEMENT MORTAR ELEVATION <br /> PIPE INVERT <br /> SECTION A — A <br /> TO BE USED WHEN CUT CLASSIFICATION IS 6 ' - 0 " OR LESS <br /> NOTES <br /> 1 . SEE MANHOLE NOTES ON DRAWING NO. S- 4. <br /> 2, SEE STANDARD MANHOLE CASTING DRAWING NO. S- 3 , <br /> 3, SEE PIPE OPENING DETAIL DRAWING NO, S- 10 , <br /> 4, SEE MANHOLE EFFLUENT & INFLUENT DETAIL DRAWING NO. S- 11 . <br /> INDIAN RIVER COUNTY ��' VER �� MANHOLE DR W NG <br /> DEPARTMENT OF y <br /> UTILITIES SERVICES SLAB TOP S - 6 <br /> �LORI�e' SOWIMM 2= <br />