HomeMy WebLinkAboutC500-Sanitary Plan & Profiles-C5086
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GRAPHIC SCALE
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.
FULL DEPTH GRANULAR BACKFILL
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) 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.
REFER TO SHEET C502 FOR SANITARY TRENCH DETAIL.
Dennis D. Olmstead
Registered Land Surveyor
No. 900012 #
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