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ELECTRIC METER 1 /4 CU. YD. CONCRETE — DEPTH 2'- 0" EACH <br /> (2) 4`0 STAINLESS STEEL OR ALUMINUM <br /> 1 " WATER SERVICE LINE WITH REDUCED PRESSURE co SCHEDULE 40 SUPPORT POST (SEE S- 16) <br /> BACKFLOW PREVENTER AND WATER METER - - <br /> SCHEDULE 80 PVC CABLE CONDUITS � — — — i LOCATION OF CONTROL PANEL TO BE <br /> TO CONTROL PANEL (ENTIRE LENGTH) II APPROVED BY IRCDUS <br /> FOR POWER AND INSTRUMENTATION II <br /> l � <br /> HATCH 3—N0. 5 (2) 3/4" x 90' BEND <br /> HINGED SIDE HOSE BIBB HATCH HINGED SIDE <br /> SLOPE FILL GROUT 6w(MIN) <br /> — TO CENTER OF PIT — — GATE VALVE <br /> WITH BOX <br /> r - - - - - - - - - - - - .- I iv <br /> 4" CV 4 ' PV I I N z 4" WYE <br /> —_ _ _ n n <br /> w / .� III ( — —1 + _I t— -tt��% i I — I I 4, <br /> FLEX COUPLINGS <br /> 0 I G. . III / I I n n <br /> : I ' . . III / ( � t� ( — �c '�` �A� � I �j 4" DIP <br /> —� � r 0 � ❑ ❑ ` r U — I— j �( in FORCE MAIN <br /> J CV1` 4` x 45' BEND <br /> J <br /> 4" DIP VENT \ - ' � / I EMERGENCY PUMP OUT <br /> \ HATCH HINGED SIDE <br /> - NOTES <br /> NO. 5, 6 " OC <br /> 6n(MIN) 1 . SEE NOTES AND SECTIONAL ELEVATION DRAWING NO. S-14. <br /> EACH WAY— EACH FACE 2. FOR DATA TABLE AND PUMP STATION GENERAL NOTES SEE DRAIWNG NO. S-15. <br /> 3. FOR ELECTRICAL DETAILS SEE DRAWING NO. S-16. <br /> 2" PVC VALVE BOX DRAIN 4. ALL PIPING THROUGH WETWELL AND VALVE PIT SHALL BE APPROVED BY <br /> IRCDUS. <br /> INFLUENT PIPE 5. GATE VALVE TO BE LOCATED AT FORCE MAIN JUNCTION. <br /> (DIP OR PVC C- 900) 4"x90' BENDS 6. CONTRACTOR TO CONTACT IRCDUS INSPECTOR PRIOR TO ALL <br /> MAJOR PHASES OF <br /> PUMP STATION CONSTRUCTION. <br /> 7. ELECTRICAL CONTROL PANEL SHALL CONFORM TO PUMP MANUFACTURER$ k SCADA <br /> g SYSTEM REQUIREMENTS. <br /> E <br /> v <br /> Cf PLAN VIEW INDIAN RIVER COUNTY TYPICAL PUMPING STATION <br /> o > N.T.S. DEPARTMENT OF <br /> Z SCHEMATIC: NOT INTENDED FOR CONSTRUCTION. UTILITIES SERVICES ( PLAN ) <br /> cA 0 SEE PROJECT DRAWINGS. <br />