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SINGLE LEAF ACCESS DOOR — ELECTRIC CABLE HOLDER W/ STAINLESS STEEL <br /> W/STAINLESS STEEL HARDWARE _ HARDWARE AND STRESS RELIEF "CHINESE FINGER" 5'- 0"x 5'- 0" DOUBLE <br /> LEAF ACCESS DOOR <br /> 4" DIP VENT W/(2) DIP- 4'x 90' BENDS W/SAFETY CHAINS BOTH ENDS AND STAINLESS <br /> WITH STAINLESS STEEL INSECT SCREEN R'QD STEEL HARDWARE. FOR DOOR SWING OPEN (TRUE <br /> OUTSIDE TO BE PAINTED 4"x1 " SS SUPPORT "J" HOOK ORIENTATION) SEE PLAN (SHOWN 90' FOR <br />CLARITY) <br /> � � \ <br /> i <br /> 1 \`� SS UPPER GUIDE <br /> BRACKET W/SS <br /> BOLTS & A <br /> 6" CONCRETE PAD 2- N0. 5, T. & E. W/ 6` CONCRETE PAD GRADE ELEVATION <br /> GRAELEVATION 2" (MIN) 10» II N0. 3 AT 12" TYF'. <br /> \\�� �\ <br /> WET MALE DISCONNECT <br /> STAINLESS STEEL BRACKET AND I 8" 4` (TYP) <br /> ASSOCIATED HARDWARE TO WELL it 6'- 0" CONC OPENING NO, 4, 12"-DC VERT 4" COUPLER <br /> (BRONZE) <br /> SUPPORT PUMP POWER CABLES I 2'-O" <br /> 3'-0" 4" FLEX COUPLING GATE VALVE WITH BOX <br /> g i 4" DIA SPOOL PIECE <br /> CONCRETE 4" P.V. 0. 4 8"-DC HORZ <br /> SET PRECAST TOP SLAB OPENING 4'x90' BEND 4" C. V. <br /> ON 1 " NON - SHRINK, <br /> NON -METALLIC GROUT PUMP I —� "- — - - — — —� <br /> MOTOR —� - <br /> a a 'f 12" \j�j DISCHARGE <br /> PRECAST REINFORCED CONCRETE SS GUIDE RAILS BY I 1' / <br /> T�a= <br /> MANHOLE RISER SECTIONS I P \� PIPE 4' DIA <br /> t CONTRACTOR AS PER TRAP - 4" DIP OR PVC <br /> MANUFACTURED IN ACCORDANCE _ . PUMP EQUIPMENT I A ` ' " ' `. \\ o <br /> WITH ASTM C 475 ; , MANUFACTURES SHOP <br /> DRAWINGS <br /> NEOPRENE BOOT _ I Jo N0, 51 9 OC, EW., EF. (STAG) - \ 6" (MIN ) 3/4" <br /> STONE <br /> - - —�- - + - - BEV "B' I a COMPACT TO AROUND ALL STRUCTURES <br /> ( I 12" 1 '-4 6'-0"x 6'-0" 1 '- 4" 98% MAXIMUM <br /> I DENSITY <br /> o: <br /> INFLUENT PIPE g 2" PVC VALVE BOX DRAIN WITH P-TRAP LOCATED IN WETWELL. <br /> (DIP OR PVC C- 900) 8" ASLOPE FLOOR TO DRAIN <br /> (SHOWN 90" FOR CLARITY) (MIN) .' F DEV C. PAINT INSIDE AND OUTSIDE WALLS AND UNDERSIDE OF TOP <br /> SLAB AT 1 " PER FOOT <br /> `* OF WET WELL AND VALVE BOX W/ 2 COATS OF COAL TAR EPDXY <br /> RUBBER SEAL, FILL JOINTS FELEV OD* <br /> W/GROUTELEV ,E, / NO. 4, 6" OC NOTES <br /> / STAINLESS STEEL BOLTS AND1 . SEE NOTES AND PLAN VIEW DRAWING NO. S-13. <br /> GROUT CORNERS OF WET - —� 16" / 16". ANCHORS FOR PUMP BASE ON 2. FOR DATA TABLE AND <br /> PUMP STATION GENERAL <br /> WELL (FULL CIRCLE) o / STAINLESS STEEL BASE PLATE <br /> HEIGHT 2'- 4" (TYP) I \\` E�LEv F� , ' // (SEE SECTION 8. 078) NOTES SEE DRAWING <br /> NO. S-15. <br /> 3. FOR ELECTRICAL DETAILS SEE DRAWING NO. S-16. <br /> �a ELEV "G" <br /> /�\�/� ,\/ 4. STRUCTURE DIMENSIONS MAY VARY UPON APPROVAL <br /> NO. 4, 6" OC IN CENTER BY THE IRCDUS DUE TO BUOYANCY COMPENSATION OR <br /> z ;%/\/ (SEE PUMP STATION OTHER REQUIREMENTS. <br /> \/\ t . . . .: :. : .. :. ' : . — GENERAL NOTES FOR WET <br /> 5. GATE VALVE TO BE LOCATED AT FORCE MAIN JUNCTION. <br /> " it3" WELL WALL REINFORCING) 6. USE ALUMINUM LIFTING BAILS. <br /> 7. GRINDER PUMPS SHALL BE A MAXIMUM OF 10.0 HP <br /> !Q UNLESS OTHERWISE APPROVED BY IRCDUS. <br /> tid 8. CONTRACTOR TO CONTACT IRCDUS INSPECTOR PRIOR TO <br /> N0. 5, 6" OC, E.W., E.F. <br /> PUMP STATI <br /> COMPACT TO 6" (MIN) 3/4" STONE 9. ELECTRICALOCONTROL PA ELLNSHALL CONFORM TO PUMP <br /> 98% MAXIMUM 2' (MIN) 6'-0" (MINIMUM DIA) 2' (MIN) MANUFACTURER' k SCADA SYSTEM REQUIREMENTS. <br /> N DENSITY <br /> g <br /> ELEVATION TER <br /> INDIAN RIVER COUNTY <br /> cn SECTIONAL �o� TYPICAL PUMPING o STATION <br /> Z y N.LS DEPARTMENT OF v> <br /> o ::E SCHEMATIC: NOT INTENDED FOR CONSTRUCTION. <br /> Z SEE PROJECT DRAWINGS. UTILITIES SERVICES ( ELEVATION ) <br /> a �L0 1 <br />