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30 DIA. MANHOLE <br />DOUBLE CURVED KNUCKLE <br />WITH SMOOTH TRANSITION <br />BELL LADDER — <br />(SEE NOTE #2) <br />LIMIT OF PI <br />15 I <br />TOP FDN. <br />ELEV.= 948 i <br />END OF CONTRACT -� s II <br />RINGWALL — <br />OPENING <br />(SEE NOTE #3) <br />VALVE PIT <br />BY CONTRACTOR <br />CONDENSATE CEILING <br />W/1" DRAIN <br />6" DIAMETER OVERFLOW <br />W/ELBOW & #4 MESH SCREEN <br />12" DIA. WELDED STEEL RISER DRAIN PIPE <br />3" THK. URETHANE INSULATION <br />EXPANSION JOINTS <br />/- 3/4" CORP. STOP & HOSE BIB <br />X 80" BELL DOOR <br />0 <br />II <br />SPLASH PAD 2 <br />PPROXIMATELY zz <br />-0 ABOVE 0 <br />BADE < <br />00 <br />z z <br />1 0 <br />� o <br />DIA. BELL = NOTE 1 <br />`FOUNDATION <br />A. FOUNDATION = NOTE 1 BY CONTRACTOR <br />ELEVATION <br />(N.T.S. <br />28' <br />TOWN OF <br />BURKE <br />TANK SIGN <br />TWO SIDES THUS <br />TUBE <br />BAR OVER <br />RISER <br />REMOVABLE <br />SILT STOP � <br />DIAPHRAGM <br />5" SLAB ON GRADE <br />6x6 - 8/8 WWF <br />SLOPE SLAB 1/4"/Ft <br />TO VAULT PIT <br />DUCTILE IRON TEE <br />PIPE OPENING - <br />IN VALVE VAULT <br />(SEE NOTE #4) <br />� ELEV = 940.50 12" 1 <br />SUMP - 18" DIA. X 12" DEEP <br />RISER WITH BAR OVER & <br />REMOVABLE SILT STOP <br />WOOD COVER <br />ELEV = 947.85 <br />EXPANSION <br />JOINTS <br />rDUCnLE BASE BEND <br />OCK <br />ELEV = 939.50 <br />10'-6" X 6'-0" <br />VALVE PIT DETAIL (N.T.S.) <br />ALL PIPING INSIDE RINGWALL TO BE FLANGED <br />GENERAL NOTES <br />1. DIAMETER OF SUPPORT BELL AND DIMENSIONS OF FOUNDATION SHALL BE <br />DETERMINED BY THE TANK CONTRACTOR BASED UPON THE SOIL BEARING <br />SPECIFIED AND THE *RECOMMENDATIONS IN THE SOIL REPORT. <br />2. A LADDER SAFETY DEVICE MEETING OSHA STANDARDS SHALL BE PROVIDED <br />3. OPENING IN RINGWALL SHALL PROVIDE CLEARANCE FOR FLANGED PIPE. <br />OPENING SHALL BE A NOMINAL ONE INCH LARGER THAN FLANGE DIAMETER. <br />DO NOT GROUT OR CAULK AROUND PIPE. <br />4. OPENING IN VAULT WALL SHALL PROVIDE CLEARANCE FOR FLANGED PIPE. <br />OPENING SHALL BE A NOMINAL ONE INCH LARGER THAN FLANGE DIAMETER. <br />GROUT AROUND PIPE AND SEAL OUTSIDE WITH "BENJAMIN FOSTER" <br />95 X 44 BUTYL RUBBER BASE CAULKING COMPOUND OR EQUAL, <br />FOR WATERTIGHT JOINT. <br />5. SEE SPECIFICATIONS FOR OPTIONAL AND ALTERNATE ITEMS. <br />6. AFTER TIGHTENING ANCHOR BOLT NUTS, ANCHOR BOLTS SHALL BE PEENED <br />TO PREVENT LOOSENING OF BOLTS <br />`"/ Mayo Corporation <br />Consulting Engineering <br />550 Grand Canyon Drive <br />Madison, Wisconsin 53719 <br />ELEVATED WATER STORAGE TANK <br />WATERSPHEROID <br />200,000 GALLON CAPACITY <br />TC07TANK.DWG TOKEN CREEK WATER UTILITY - GENERAL PLAN TC -07-88(C) 2-11-93 PAGE 2 OF 3 <br />DOUBLE OBSTRUCTION <br />LIGHTS <br />PRESSURE -VACUUM <br />30" <br />DIA. RAINPROOF ROOF <br />RELIEF VENT <br />HATCHES WITH 4" CURBS <br />TOP CAPACITY <br />24 DIA. <br />PAINTERS RING <br />LINE ELEV.= <br />1060 <br />VENTILATION <br />HATCH <br />OVERFLOW WEIR BOX <br />+I <br />�o II <br />42" DIA. ACC S TUBE <br />0 <br />rO <br />INSIDE TANK LADDER <br />II <br />(SEE NOTE #2) <br />40'1 DIA. <br />w <br />v <br />INS! ACCESS <br />EL DDER <br />w <br />(EBN TE #2) <br />= <br />200,000 GAL. CAPACITY <br />BOTTOMSPHEROID <br />SHAPED TANK <br />CAPACITY LINE <br />BE DETERMINEDABY 70 <br />N <br />`- <br />TANK CONTRACTOR <br />DOUBLE <br />CURVED KNUCKLE <br />II <br />WITH SMOOTH <br />TRANSITION <br />Z <br />I <br />18 X 24 PAINTERS VENT <br />PAINTERS RINGS <br />a(, <br />TANK I <br />24 DIAMETER RAINPROOF <br />a <br />SHAFT DOOR <br />o_ <br />8" DIA. WELDED <br />TOP PLATFORM <br />W/30" DIA. MANHOLE <br />o� <br />STEEL FILL PIPE <br />SHAFT LADDER <br />(SEE NOTE #2) <br />8' DIAMETER SHAFT (MINIMUM) <br />30 DIA. MANHOLE <br />DOUBLE CURVED KNUCKLE <br />WITH SMOOTH TRANSITION <br />BELL LADDER — <br />(SEE NOTE #2) <br />LIMIT OF PI <br />15 I <br />TOP FDN. <br />ELEV.= 948 i <br />END OF CONTRACT -� s II <br />RINGWALL — <br />OPENING <br />(SEE NOTE #3) <br />VALVE PIT <br />BY CONTRACTOR <br />CONDENSATE CEILING <br />W/1" DRAIN <br />6" DIAMETER OVERFLOW <br />W/ELBOW & #4 MESH SCREEN <br />12" DIA. WELDED STEEL RISER DRAIN PIPE <br />3" THK. URETHANE INSULATION <br />EXPANSION JOINTS <br />/- 3/4" CORP. STOP & HOSE BIB <br />X 80" BELL DOOR <br />0 <br />II <br />SPLASH PAD 2 <br />PPROXIMATELY zz <br />-0 ABOVE 0 <br />BADE < <br />00 <br />z z <br />1 0 <br />� o <br />DIA. BELL = NOTE 1 <br />`FOUNDATION <br />A. FOUNDATION = NOTE 1 BY CONTRACTOR <br />ELEVATION <br />(N.T.S. <br />28' <br />TOWN OF <br />BURKE <br />TANK SIGN <br />TWO SIDES THUS <br />TUBE <br />BAR OVER <br />RISER <br />REMOVABLE <br />SILT STOP � <br />DIAPHRAGM <br />5" SLAB ON GRADE <br />6x6 - 8/8 WWF <br />SLOPE SLAB 1/4"/Ft <br />TO VAULT PIT <br />DUCTILE IRON TEE <br />PIPE OPENING - <br />IN VALVE VAULT <br />(SEE NOTE #4) <br />� ELEV = 940.50 12" 1 <br />SUMP - 18" DIA. X 12" DEEP <br />RISER WITH BAR OVER & <br />REMOVABLE SILT STOP <br />WOOD COVER <br />ELEV = 947.85 <br />EXPANSION <br />JOINTS <br />rDUCnLE BASE BEND <br />OCK <br />ELEV = 939.50 <br />10'-6" X 6'-0" <br />VALVE PIT DETAIL (N.T.S.) <br />ALL PIPING INSIDE RINGWALL TO BE FLANGED <br />GENERAL NOTES <br />1. DIAMETER OF SUPPORT BELL AND DIMENSIONS OF FOUNDATION SHALL BE <br />DETERMINED BY THE TANK CONTRACTOR BASED UPON THE SOIL BEARING <br />SPECIFIED AND THE *RECOMMENDATIONS IN THE SOIL REPORT. <br />2. A LADDER SAFETY DEVICE MEETING OSHA STANDARDS SHALL BE PROVIDED <br />3. OPENING IN RINGWALL SHALL PROVIDE CLEARANCE FOR FLANGED PIPE. <br />OPENING SHALL BE A NOMINAL ONE INCH LARGER THAN FLANGE DIAMETER. <br />DO NOT GROUT OR CAULK AROUND PIPE. <br />4. OPENING IN VAULT WALL SHALL PROVIDE CLEARANCE FOR FLANGED PIPE. <br />OPENING SHALL BE A NOMINAL ONE INCH LARGER THAN FLANGE DIAMETER. <br />GROUT AROUND PIPE AND SEAL OUTSIDE WITH "BENJAMIN FOSTER" <br />95 X 44 BUTYL RUBBER BASE CAULKING COMPOUND OR EQUAL, <br />FOR WATERTIGHT JOINT. <br />5. SEE SPECIFICATIONS FOR OPTIONAL AND ALTERNATE ITEMS. <br />6. AFTER TIGHTENING ANCHOR BOLT NUTS, ANCHOR BOLTS SHALL BE PEENED <br />TO PREVENT LOOSENING OF BOLTS <br />`"/ Mayo Corporation <br />Consulting Engineering <br />550 Grand Canyon Drive <br />Madison, Wisconsin 53719 <br />ELEVATED WATER STORAGE TANK <br />WATERSPHEROID <br />200,000 GALLON CAPACITY <br />TC07TANK.DWG TOKEN CREEK WATER UTILITY - GENERAL PLAN TC -07-88(C) 2-11-93 PAGE 2 OF 3 <br />