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GENERAL NOTES: <br />1. SANITARY SEWER SERVICES SHALL BE 4" PVC SDR 26 <br />UNLESS OTHERWISE NOTED. <br />2. WATER SERVICES SHALL BE 1" DIA. TYPE K COPPER <br />WITH 7.5' MINIMUM COVER. 8" PLU <br />3. SANITARY SEWER SERVICE WYES ARE STATIONED FROM <br />THE DOWN STREAM MANHOLE. 31 3 <br />4. SANITARY SEWER INVERTS ARE SHOWN AT THE CURB <br />STOP. <br />5. SANITARY SEWER & WATER SERVICES SHALL BE <br />CONSTRUCTED TO THE R/W WHERE THERE IS NO <br />SIDEWALK, AND 10' BEYOND THE R/W WHERE THERE IS <br />SIDEWALK. <br />6. SLEEVES ARE NOT PERMITTED FOR JOINING WATERMAIN. <br />ALLOW ROOM TO DEFLECT PIPE TO JOIN PIPE AT BELLS <br />OR FITTINGS (EXCLUDING SLEEVES). <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 />LEGEND <br />EXISTING <br />s0 <br />H YD <br />cV <br />or <br />0 <br />FES <br />STMH <br />0 <br />SRV <br />0 <br />PROPOSED <br />• <br />H <br />A <br />• <br />FM FM— FM <br />» » <br />or <br />31 2 <br />S&W=1+65 <br />I N V= 868.2 <br />CS= 878.2 <br />T <br />FOf <br />DRIVI <br />C <br />PLAN PROFILE <br />