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;,, <br /> SINGLE LEAF ACCESS DOOR SAFETY GRATE OVER WETWELL REQUIRED <br /> 5'-0"x 5'-0" DOUBLE LEAF ACCESS DOOR <br /> W/STAINLESS STEEL HARDWARE PER IRCDUS APPROVED MANUFACTURERS' PRODUCT LIST <br /> WET WELL MUST HAVE LOCKABLE HATCH COVER STEEL <br /> CHAINS BOTH ENDS AND STAINLESS <br /> STEEL HARDWARE. FOR DOOR SWING OPEN (TRUE <br /> 4" DIP VENT W/(2) DIP-4'x 90' BENDS <J-HOOK (34"x1" SS)&ASSOCIATED ORIENTATION) SEE PLAN(SHOWN 90' FOR CLARITY) <br /> WITH STAINLESS STEEL HARDWARE CLOTH R'QD, HARDWARE TO SUPPORT ` ' VALVE PIT MUST HAVE LOCKABLE HATCH COVER <br /> OUTSIDE TO BE PAINTED 1. PUMP POWER CABLES <br /> 6" CONCRETE PAD <br /> 6" CONCRETE PAD SS UPPER GUIDE i <br /> FINISHED 2" MIN &BRACKET W/SS 2-N0. 5, T. & E. W/ 2" (MIN) FINISHED GRADE <br /> GRADE ( TO» I BOLTS ANCHORS NO. 3 AT 12" TYP. S <br /> ----- -- <br /> y\\ <br /> . MALE DISCONNECT <br /> WET <br /> WELL I 8" 4' ( ) NO. 4, 12"-DC VERT 4" COUPLER (BRONZE) <br /> 2,-0" 5'-0" CONC OPENING 8„ <br /> 3'-0" 4" FLEX COUPLING 00 GATE VALVE WITH BOX <br /> SET PRECAST TOP SLAB 4"x90'BEND 8" 4" P.V. 4" DIA SPOOL PIECE a <br /> CONCRETE 4» C.V. 0. 4 8"-DC HORZ <br /> ON 1" NON-SHRINK, NON-METALLIC GROUT OPENING HDPE <br /> MOTOR - ---low- - _ - <br /> FLOW <br /> P. 12" DISCHARGE <br /> SS GUIDE RAILS BY " \/\\ PIPE 4DIA <br /> COTRACTOR AS PER aP ///\\� 0 4" DIP OR PVC <br /> PRECAST REINFORCED CONCRETE - PUMP EQUIPMENT <br /> MANHOLE RISER SECTIONS MANUFACTURES SHOP i w <br /> MANUFACTURED IN ACCORDANCE DRAWINGS w a SLOPE FLOOR TO DRAIN <br /> WITH ASTM C 475 5' c �// AT 1" PER FOOT <br /> E� LEV"A" ��, z \\\\ <br /> NEOPRENE BOOT - - w NO. 5, 9" OC, EW., EF. (STAG) <br /> __ _ �, O 6" (MIN) 3/4" STONE <br /> CL J COMPACT TO AROUND ALL STRUCTURES <br /> FLOW -r I ELEV'B' 12" 1'-4" 6'-O"x 6'-0" 1'-4" 98% MAXIMUM <br /> ------------ - w w DENSITY <br /> INFLUENT PIPE a i 2' PVC VALVE BOX DRAIN WITH P-TRAP LOCATED IN WETWELL THE LIFT STATION WET WELL SHALL CONFORM <br /> (PVC C-900) 8" <br /> (SHOWN 90' FOR CLARITY) (MIN) Er LEV.C. ? PAINT INSIDE AND OUTSIDE WALLS AND UNDERSIDE OF TOP SLAB TO THE FOLLOWING SIZE: <br /> RUBBER SEAL, FILL JOINTS E� LEV"D" ,w„ OF WELL AND VALVE BOX W/2 COATS OF WATER BASE EPDXY WETWELL DIMENSIONS <br /> W/GROUT ELEV'E" iv NO. 4. 6" OC DEPTH(ft) DIAMETER(ft) <br /> / STAINLESS STEEL BOLTS AND 0-10 6 <br /> GROUT CORNERS OF WET- 16" / 16" ANCHORS FOR PUMP BASE ON <br /> WELL (FULL CIRCLE) o // STAINLESS STEEL BASE PLATE 11-15 8 <br /> HEIGHT 2'-4" (TYP) I \\/ E� j//X (SEE SECTION 10.076) 16-20 10 <br /> \ <br /> ELEV'G" /\\j\, // 21-25 12 <br /> No. 4, 6" OC IN CENTER OR AS APPROVED BY IRCDUS ENGINEER. <br /> \ \ \ 3" (SEE PUMP STATION <br /> ig <br /> j3WELL WALL REINFORCIGENERAL N <br /> OTES FOR NG) NOTES/ 1. CONTRACTOR TO CONTACT IRCDUS INSPECTOR PRIOR TO <br /> 6" (MIN) 3/4" STONE PUMPSTATION CONSTRUCTION.COMPACT TO NO. 5, 6" OC, E.W., E.F. ELEVATI0N 2. SEE NOTES AND PLAN VIEW DRAWING NO.S-16 AND <br />S-17. <br /> 98% MAXIMUM FOR DATA TABLE AND PUMP STATION GENERAL NOTES SEE <br /> n(MIN) ) <br /> 6'-0" (MINIMUM DIA 2' (MIN) N.T.S.NT4DRAWING S-16. <br /> SCHEMATIC: NOT INTENDED FOR CONSTRUCTION. 5. FOR ELECTRICAL DETAILS SEE DRAWING AP <br /> 5. STRUCTURE DIMENSIONS MAY VARY UPONN APPROVAL BY THE <br /> ALL HARDWARE TO BE STAINLESS STEEL 304 SEE PROJECT DRAWINGS. IRCDUS DUEBOYANCY COMPENSATION OR OTHER <br /> REQUIREMENTT S. <br /> 6. GATE VALVE TO BE LOCATED AT FORCE MAIN JUNCTION. <br /> 7. STAINLESS STEEL LIFTING BAILS SHALL BE USED. <br /> 1 1. 8. GRINDER PUMPS SHALL BE A MAXIMUM OF 5.0 HORSE POWER <br /> UNLESS OTHERWISE APPROVED BY IRCDUS. <br /> INDIAN RIVER COUNTY 9. ELECTRICAL CONTROLPANALSHALLCONFORMTOPUMP <br /> TYPICAL PUMPING STATION MANUFACTURES'I H ST A SYSTEM REQUIREMENTS. <br /> V ;Cl/�l I O D DEPARTMENT OF 10.SVERWETWEWITHSTALESSSTEELHARDWARESHALL <br /> Po <br /> Q COVER WETWELLS. <br /> (CROSS 0 S S S E C T I 0 N) 11 LINER FOR ALL GREATER <br /> SHALL 'I HDPE OR FIBERGALDE <br /> f 12.FOR WETWELLS GREATER THAN 12'IN DAIMETER,TOTAL DEPTH <br /> z UTILITIES SERVICES *� T A*�' CANNOT EXCEED 25'. <br /> r G� �OR.l�i 13.LIFT 200'MFROMINIATION SHALL BE LOCATED IN A MUMCSETTBACaoDYK F OM HOMES,CUL DDE SAC 3 AWAICATED Y NT <br /> W �J I <br />