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HomeMy WebLinkAboutC500 - Sanitary Plan and Profile-C500 - Sanitary Plan Profile.pdfDA T E MA R K RE V I S I O N S BY CE R T I F I E D : S & A JOB NO. SHEET NO. DRAWN BY:CHECKED BY: 6 7  2  (  3  3  (  /  :  (  5  7  + $ /  :  $  <  6   2  1     ( D V W     W K  6 W U H H W    ) L V K H U V   , 1             SK R Q H                  I D [               SA N I T A R Y S E W E R P L A N & P R O F I L E C500 72978 HY A T T P L A C E JSM BAH CL A Y T O W N S H I P HA M I L T O N C O U N T Y , I N D I A N A 11 / 2 0 / 1 5 Fi l e N a m e : S: \ 7 2 9 7 8 \ D W G \ C 5 0 0 - S a n i t a r y P l a n a n d P r o f i l e . d w g - C5 0 0 - S a n i t a r y P l a n P r o f i l e Mo d i f i e d / B y : No v e m b e r 2 0 , 2 0 1 5 7 : 1 1 : 5 1 A M / jm c w h o r t e r Pl o t t e d / B y : No v e m b e r 2 0 , 2 0 1 5 1 1 : 0 8 : 0 2 A M / Ke n n y M i t c h e l l AP P R O V A L P E N D I N G / N O T F O R C O N S T R U C T I O N Know what's R 1" = 50 FT 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. 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 C500 FOR SANITARY TRENCH DETAIL WITHIN CITY RIGHT-OF-WAY. FULL DEPTH GRANULAR BACKFILL