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Ar <br /> r <br /> THE LIFT STATION WET WELL SHALL CONFORM <br /> TO THE FOLLOWING SIZE: ELECTRIC METERI 1/4 CU. YD. CONCRETE - DEPTH 2'-0" EACH <br /> (2) 4"0 STAINLESS STEEL OR ALUMINUM <br /> WETWELL DIMENSIONS 1' WATER SERVICE UNE NTH REDUCED PRESSURE io SCHEDULE 40 SUPPORT POST <br /> DEPTH(ft) DIMEIER 00 BACKFLOW PREVENTER AND WATER METER <br /> 0-10 6 _ _ _ LOCATION OF CONTROL PANEL TO BE APPROVED BY IRCDUS <br /> 11-15 8 SEE S-18 TYPICAL PUMPING STATION (ELECTRICAL DETAILS) <br /> to <br /> 16-20 10 SCHEDULE 80 PVC CABLE CONDUITS <br /> TO CONTROL PANEL(ENTIRE LENGTH) <br /> 21-25 12 FOR POWER AND INSTRUMENTATION <br /> OR AS APPROVED BY IRCDUS ENGINEER. <br /> HATCH DOOR CUT AWAY 3-N0. 5 (2) 3/4" x 90' BEND <br /> TO SHOW PUMP IN WETWELL HOSE BIBBHATCH HINGED SIDE <br /> SLOPE FILL GROUT y 6"(M IN) <br /> HATCH DOOR i TO CENTER OF PIT <br /> VALVE <br /> HINGED SIDE — _ \ //// I— —— — — — — — — — — _ _ —I GAWITH BOX <br /> CV 4" PV - N z_ 4" WYE <br /> Z / / % III — J — ��Z .r" <br /> EL 0 FLOW <br /> I _ <br /> zo I III 4 � I FLEX COUPLINGS ;� / / zz <br /> U \ III //�l I — ' F n ii 5�,n`'n� —�= — �/�/ o <br /> o \. . . ((+ ( ) — � L(iW I�XJ I 4" DIP <br /> T r U 1u u u L� in FORCE MAIN <br /> \ JT 4" x 45' BEND <br /> 4" DIP VENT W/(2) DIP -EMERGENCY PUMP OUT <br /> 4"x90' BENDS WITH STAINLESS HATCH HINGEDSIDE <br /> STEEL HARDWARE CLOTH REQUIRED, — — <br /> OUTSIDE TO BE PAINTED ALL HARDWARE TO BE STAINLESS STEEL 304 <br /> —� <br /> 6-(MIN) <br /> 2" PVC VALVE BOX DRAIN VIEW <br /> / `A' PUMP STATION CONSTRUCTION.NOTES <br /> 1 <br /> 4"x90' BENDS PLAN y I E �/�I CONTRACTOR TO CONTACT IRCDUS INSPECTOR PRIOR TO <br /> NO. 5, 6" QC SAFETY GRATE OVER WETWELL REQUIRED 2. SEE NOTES AND PLAN VIEW DRAWING NO.S-16 AND S-17. <br /> EACH WAY-EACH FACE PER IRCDUS APPROVED MANUFACTURERS' N.T.S. 3. FOR DATA TABLE AND PUMP STATION GENERAL NOTES SEE <br /> PRODUCT LIST DRAWINGS-16. <br /> SCHEMATIC:: NOT INTENDED FOR CONSTRUCTION. 4. FOR ELECTRICAL DETAILS SEE DRAWING S-18. <br /> INFLUENT PIPE FLOW S. STRUCTURE DIMENSIONS MAY VARY UPON APPROVAL BY THE <br /> (PVC C-900) <br /> SEE PROJECT DRAWNGS. IRCDUS DUE TO BOYANCY COMPENSATION OR OTHER <br /> REQUIREMENTS. <br /> 6. GATE VALVE TO BE LOCATED AT FORCE MAIN JUNCTION. <br /> n 7. STAINLESS STEEL LIFTING BAILS SHALL BE USED. <br /> �jIVF,hj 8. GRINDER PUMPS SHALL BE A MAXIMUM OF 5.0 HORSE POWER <br /> UNLESS(� o INDIAN RIVER COUNTY TYPICAL PUMPING STATION MANUFACTURES'&EAPPROVEDBYI EQUIR. <br /> 9. ELECTRICAL CONTROL PANAL SHALL CONFORM TO PUMP <br /> �) �'+ MANUFACTURES'8 HSCADASTAT SYSTEM REQUIREMENTS. <br /> > DEPARTMENT OF ~ tO.SVER WETWEWITH STAILESS STEEL HARDWARE SHALL <br /> W Z D Q COVER WETWELLS. <br /> O (PLAN) 11.LINER FOR ALL WETWELLS SHALL BE HDPE OR FIBERGALSS. <br /> 9 z UTILITIES SERVICES dE� {Ey 12 CANNOT GREATER THAN I2'IN DAIMETER,TOTAL DEPTH <br /> 13.LIFT STATION SHALL BE LOCATED IN A DEDICATED EASEMENT <br /> �, LORI�P <br /> w 200'MINIMUM SETBACK FROM HOMES,CUL DE SAC 8 AWAY <br />