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GENERAL NOTES: <br />1. SANITARY SEWER SERVICES SHALL BE 4" PVC SDR 26 UNLESS <br />OTHERWISE NOTED. <br />2. WATER SERVICES SHALL BE 1" DIA. TYPE K COPPER WITH 7.5' <br />MINIMUM COVER. <br />3. SANITARY SEWER SERVICE WYES ARE STATIONED FROM THE <br />DOWN STREAM MANHOLE. <br />4. SANITARY SEWER INVERTS ARE SHOWN AT THE CURB STOP. <br />5. SANITARY SEWER & WATER SERVICES SHALL BE CONSTRUCTED <br />TO THE R/W WHERE THERE IS NO SIDEWALK, AND 10' BEYOND <br />THE R/W WHERE THERE IS SIDEWALK. <br />6. SLEEVES ARE NOT PERMITTED FOR JOINING WATERMAIN. ALLOW <br />ROOM TO DEFLECT PIPE TO JOIN PIPE AT BELLS OR FITTINGS <br />(EXCLUDING SLEEVES). <br />7. WATER SERVICES FOR LOTS 255-257 SHALL BE LOWERED 2' <br />UNDER THE STORM SEWER AND INSULATED. <br />LEGEND <br />SANITARY MANHOLE <br />FIRE HYDRANT <br />GATE VALVE <br />CATCH BASIN <br />FLARED END SECTION <br />STORM MANHOLE <br />SERVICE <br />WATERMAIN <br />SANITARY SEWER <br />FORCEMAIN <br />STORM SEWER <br />PROPERTY LINE <br />SETBACK LINE <br />CURB <br />CONCRETE SURFACE <br />INSULATION <br />EXISTING <br />s0 <br />HYD <br />GV <br />or <br />0 <br />FES <br />0 <br />STMH <br />SRV <br />T <br />birrr�l <br />PROPOSED <br />• <br />N <br />or <br />A <br />• <br />FM FM — FM <br />» » <br />r <br />PLAN PROFILE <br />