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r <br /> MANHOLE FRAME & COVER SEE MANHOLE <br /> EFFLUENT & <br /> r INFLUENT DETAIL <br /> 0 0 <br /> o a o 0 <br /> o olo o �, <br /> A o00o A <br /> 0 0 0 <br /> r <br /> ADDITIONAL REINFORCING BARS <br /> REQUIRED AT OPENING . SLAB TO <br /> TO BE TRAFFIC BEARING. SUBMIT <br /> SHOP DRAWING FOR APPROVAL <br /> r PLAN VIEW <br /> LEV UNG RINGS <br /> r GASKET 6 COURSES <br /> (MAX) Z <br /> 8.. O <br /> r Q U <br /> L 24" _..J <br /> o n <br /> In I ¢ <br /> 8" 4' - 0 " ID 8" Fy co v <br /> SEE PIPE OPENING > w I <br /> DETAIL ( S - 10) I 0 <br /> MIN <br /> ( T + <br /> r <br /> FILL CONCRETE 8 <br /> OR BRICK W/TYPE I <br /> r 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 /> r <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 /> IV DRAWING <br /> r INDIAN RIVER COUNTY �'� MANHOLE NO, <br /> DEPARTMENT OF Ea <br /> UTILITIES SERVICES SLAB T O P - 6 <br /> � ORI ¢ asxwwr sooe <br />