HomeMy WebLinkAboutC500-Sanitary Plan & Profile-C500672(33(/:(57+
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SANITARY SEWERS SHALL BE BACKFILLED WITH NO. 8 LIMESTONE ONLY IN 1
FOOT LAYERS AND MECHANICALLY TAMPED. REMAINDER OF TRENCH SHALL
BE FILLED IN 6" LAYERS AND SOLIDLY TAMPED TO SUBGRADE OF BASE OF
PAVEMENT.
NOTE:
ALL FINAL STRUCTURE GRADES ARE TO BE WITHIN PLUS OR MINUS ONE
TENTH (O.1') OF A FOOT OF DESIGN GRADE, AND ARE TO BE ESTABLISHED
UTILIZING 1-4" RISER RING, NO MORE NO LESS, ON EACH STRUCTURE.
NO EARTH DISTURBING ACTIVITIES MAY TAKE PLACE WITHOUT AN APPROVED
STORM WATER MANAGEMENT PERMIT.
MIN. SLOPES PER THE TEN STATE STANDARDS SHALL PREVAIL IN ALL CASES.
THE EXTERIORS OF ALL MANHOLES NEED TO BE COATED PER CLAY TOWNSHIP
REGIONAL WASTE STANDARDS.
THERE ARE TO BE NO WATER VALVES OR MANHOLES WITHIN THE PAVEMENT, CURB,
OR SIDEWALK WITH THE EXCEPTION OF CURB INLETS.
INSTALL A TRACER WIRE WITH ALL MAINS AND SERVICE CONNECTIONS.
THE MINIMUM COVER FROM THE TOP OF THE INSTALLED PAVEMENT TO THE TOP OF
THE INSTALLED PIPE SHALL BE THE PAVEMENT SECTION THICKNESS (ALL
BITUMINOUS AND AGGREGATE MATERIAL ABOVE THE SUBGRADE) PLUS 1-0", BUT
UNDER NO CIRCUMSTANCES SHALL THE COVER ALONG ANY PART OF THE PIPE FROM
THE FINAL PAVEMENT ELEVATION TO THE TOP OF THE PIPE BE LESS THAN 2.5 FEET.
NOTE:
REFERENCE CITY OF CARMEL STANDARD DETAIL 10-29 ON SHEET C800
FOR TRENCHING SPECS AND DETAILS INSIDE THE RIGHT OF WAY..
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