150 X 150 X 150 SLOPE GROUND AWAY WITH RISING SPINDLE SS KNIFE GATE VALVE SCREEN LOCATING PIN STATION TO PUMPING 50 MAX. DIA. TOE HOLE INLET SEWER BAR SCREEN GALVANIZED STEEL SCREEN SUPPORT BRACKET (WHERE SPECIFIED) POLYETHYLENE LINING SS OR FRP LADDER 375 WIDE GRADE 316 COVER AND FRAME. CLASS D DN 600 MH FALL BENCHING MASS CONCRETE 4 1 FROM TOP SLAB (COVER TO BE FLUSH WITH COVER AND FRAME. CLASS D DN 600 MH PLAN OF TOP SLAB TOP SLAB LEVEL) (COVER TO BE FLUSH WITH COVER AND FRAME. CLASS D DN 600 MH CAST INTO TOP SLAB CAST IRON VALVE BOX AND COVER MIN. TOP SLAB LEVEL) 1145 2290 1145 1145 2795 1650 75 310 670 230 MIN. 1830 900 50 100 300 687 ELEVATION 230 MIN. BASED ON BRISBANE WATER STANDARD DRAWING REFER NOTE 5 HIGH LEVEL NOTE NOTES TO WSA PS-266 SEE NOTE 4
150 X 150 X 150SLOPE GROUND AWAYWITH RISING SPINDLESS KNIFE GATE
VALVESCREEN LOCATING PINSTATIONTO PUMPING50 MAX.DIA.TOE HOLEINLET
SEWERBAR SCREENGALVANIZED STEELSCREEN SUPPORT BRACKET(WHERE
SPECIFIED)POLYETHYLENE LININGSS OR FRP LADDER375 WIDE GRADE
316COVER AND FRAME.CLASS D DN 600 MHFALLBENCHINGMASS CONCRETE41FROM
TOP SLAB(COVER TO BE FLUSH WITHCOVER AND FRAME.CLASS D DN 600
MHPLAN OF TOP SLABTOP SLAB LEVEL)(COVER TO BE FLUSH WITHCOVER AND
FRAME.CLASS D DN 600 MHCAST INTO TOP SLABCAST IRON VALVE BOX AND
COVERMIN.TOP SLAB LEVEL)11452290114511452795165075310670230
MIN.183090050100300687ELEVATION230 MIN.BASED ON BRISBANE WATER
STANDARD DRAWINGREFER NOTE 5HIGH LEVELNOTE NOTESTO WSA PS-266SEE
NOTE 4
