C500 Sanitary Plan & Profile-C500DA
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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.
FULL DEPTH GRANULAR BACKFILL
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.
FOR INSTALLATION OF STORM MAINS, WATER MAINS, SANITARY MAINS, WATER SERVICE LATERALS,
SANITARY SERVICE LATERALS UNDER CITY STREETS, REGARDLESS OF THE JURISDICTION OF THE UTILITY,
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) PLUS1-0", 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.
REFER TO THIS SHEET FOR SANITARY TRENCH DETAIL WITHIN CITY RIGHT-OF-WAY.
CONNECTIONS TO EXISTING SANITARY SEWER SHALL BE PROPERLY SEALED, CORED-DRILLED
INSTALLATIONS.