Laserfiche WebLink
WET WELL VALVE PIT <br />(SEE VALVE IPIT DETAIL FOR DIMENSIONS) R►, <br />i <br />PRESTRESSING STRANDS i <br />OR CABLE LOOPS <br />PROJECTING FROM D <br />THE CONCRETE PER WET/ <br />WELL MANUFACTURER'S / <br />DESIGN 3,, WET WELL <br />#5 X 30' - 0,/ a 9�F,q,Q C �3 <br />12" HOR. & VERT. /� %" II II <br />C.I. WALL PIPE <br />(PExFxB) <br />33" LAP SPLICE <br />STAGGERED 24" MIN. <br />HOR. EVERY OTHER BAR <br />INFLUENT PIPE (SEE PLANS <br />FOR SIZE, LOCATION AND <br />INVERT ELEVATION) / <br />WALL I-'ItUt �LLNU I H I U r 11) SEE SPECS FOR <br />SUMP PUMP INFO. <br />DI A KI AT CI C\ /ATlnt\l 'v' <br />CONCRETE TOP SLAB CAST WITH ACCESS ALUMINUM HATCH <br />FRAME SHALL BE DESIGNED FOR AN H -20 LIVE LOAD. <br />HATCH SIZED PER PUMP MANUFACTURER'S RECOMMENDATIONS <br />FOR PUMPS SELECTED. CONTRACTOR SHALL SUBMIT SHOP <br />DRAWINGS AND CALCULATIONS SIGNED AND SEALED BY A FLA. <br />REGISTERED PROFESSIONAL ENGINEER FOR APPROVAL BEFORE <br />PROCEEDING WITH CONSTRUCTION. <br />z <br />EL. ( +)4.50 - <br />c <br />NOTE: FINAL GRADE TO <br />CONFORM WITH SITE <br />CHARACTERISTICS <br />WET WELL COATING (ON ALL <br />8 <br />INTERIOR CONC. SURFACES) <br />OR <br />WET WELL LINER (ON ALL <br />INTERIOR CONC. SURFACES, <br />TERMINATING AT 12" FROM <br />BASE) (SEE NOTE 3) <br />#5 ® 12 <br />H.& V. <br />3" CLEAR <br />(TYPICAL) <br />EL. ( -)4.00 HIGH WATER A <br />EL. ( -)5.05 INFLUENT INVERT <br />EL. ( -)5.20 LAG PUMP 'ON' <br />EL. ( -)5.50 LEAD PUMP 'ON' <br />EFFECTIVE VOLUME <br />EL. ( -)8.50 ALL PUMPS 'OFF', <br />EL. ( -)9.00 LOW WATER ALAR <br />AS PER PUMP <br />MAN U F. <br />EL. (- )10.00 BOTTOM <br />6" LIME ROCK BED <br />WELL COMPACTED <br />(MIN.) <br />1Q BUBBLER TUBE <br />22) HIGH —HIGH FLOAT SWITCH <br />® LOW —LOW FLOAT SWITCH <br />FOR ALL NEW SUBMERSIBLE PU <br />3" CLEAR <br />TYPICAL SECTION <br />N.T.S. <br />3" RESTRAINED TYPE <br />FLG. ADAPTER (TYP.) <br />BRONZE TAPPING <br />SADDLE W/ 3/4" FOR <br />SCADA PRESS. TRANS. <br />3" PLUG VALVE <br />(SEE STD. DETAIL) <br />3" D. 1. F. M. <br />FOR CONTINUATION <br />v V, 1 \f- %IVILLVr\ \V\Jl/I LIIVV <br />EMERGENCY DISCHARGE <br />CONNECTION <br />(2) 3" PLUG VALVE <br />OPENNING FOR 60 "x60" <br />ACCESS ALUMINUM HATCH, <br />USF & M TYPE AHD (H -20) <br />w/ RECESSED LOCK AND <br />S.S. SPRINGS <br />\/A I \/F DnV <br />ncTAII AT MAC 7 <br />�II V/ -1LVL ulj/\ IJ IVVI <br />MONOLITHICALLY CAST) <br />N.T.S. <br />SEAL W/ NON- SHRINK <br />EPDXY GROUT AFTER <br />PIPING INSTALLATION (TYP.) <br />PIPE SLEEVE: <br />FOR SIZE AND MATERIAL <br />OF CONDUIT SEE E -1 <br />— EL. ( +)0.33 <br />N Z <br />�g <br />,� 6" MIN. LIMEROCK <br />3 "MINI. (TYP.) FELT 900 STD #4 W 9 WELL COMPACTED <br />HOOKS(TYP.) <br />,__12"0$ OPENING #4 0 12" <br />FILL W/ NON— SHRINK PIPE SUPPORT SEE <br />SHT. S- 12725 —A <br />GROIUT AFTER PIPING <br />INSTALLATION CONCRETE SUPPORTS W/ 2 — #4 <br />DOWELS EA. (TYP.) <br />2"0 S.S. 316 8" <br />GUIDE BARS 5/8" <br />3" DIISCHARGE <br />3 3/4" CL. <br />PUMP [BASE, PERMANENTLY <br />ANCHORED W/ 3/4" S.S. <br />ANCHOR BOLTS 1 1/4- <br />2 1/2" <br />WET WELL LINER <br />3" CLEAR <br />TYPICAL CONST. JOINT <br />fICTAII AT DACF <br />DOWELS <br />I <br />8" <br />RANECK <br />8" CONTR. WATER ROOF <br />DATER STOP • JOINT <br />N <br />GROUTED <br />JOINTS (INSIDE <br />• & OUTSIDE) <br />2_ 5 " <br />#5C�7 12 @ 4 <br />DOWELS I. 3" .2" . 3" 1_ (TYPICAL) <br />WETWELL TYPICAL CONSTR. <br />I(-) IKIT nFTA II <br />(NOT PERMITTED BELOW AN ELEV. <br />OF 4 FT. ABOVE MEAN SEA LEVEL) <br />N.T.S. <br />F— — — — — — — — <br />TYP. <br />\ /AI \/F DIT Mr-TAII <br />STRUCTURAL NOTES <br />1.— MINIMUM CONC. STRENGTH AT 28 DAYS: <br />fc' =4000 PSI (TYPE II CEMENT) <br />2.— REINFORCING STEEL TO COMPLY WITH <br />ASTM A -615 HAVING A MINIMUM YIELD <br />STRENTGH fy =60 KSI <br />3.— WET WELL COATING OR LINER, AS SELECTED BY <br />ENGINEER OF RECORD WITH MD —WASD APPROVAL. <br />SUBMIT SHOP DRAWINGS OF COATING OR LINER <br />FOR REVIEW, INCLUDING LINER WELDING DETAILS, <br />JOINT DETAILS, PIPE CLAMP AND FASTENER DETAILS, <br />INFLUENT PIPE AND OTHER WALL PENETRATION <br />DETAILS, AS APPLICABLE. <br />4 @ 12 E.W. <br />NP.) <br />12" W. BOX WITH <br />1/4" GALV. STL. R <br />3/16" r I <br />O <br />PIANO HINGE <br />FROM WATER METER N °:.: Xkl X!7. -..... . <br />SEE STANDARD \ <br />DETAIL W.S. 2.10 —' - <br />BACKFLOW PREP <br />(SHEET 1 OF 4) 3/4" W. M. 6" CONC, SLAB WITH <br />6x6 W1.4xW1.4 W.W.M. <br />(20" W. SLAB) <br />IJ(lCC DIDD MC-TA 11 <br />L 2 "x2 "x3/8" <br />(GALV. STEEL) <br />�-- 3/4" HOSE BIBB <br />W /VACUUM BREAKER <br />PADLOCK <br />4 "x4 "x3/ 16" T W/ <br />1/4 )t 0 G.S. BOLTS <br />1" CHAMFER FOR ALL CONC. <br />CORNERS AS SHOWN <br />60 "X60" ACCESS ALUM. HATCH W/ S.S. <br />SPRINGS AND HINGES, RATED FOR H -20 <br />LIVE LOAD, USF & M TYPE AHD <br />#4 @ 8 " <br />\ EA. WAY <br />11 <br />N <br />z^ <br />�a <br />SECTION DETAIL 1 <br />N.T.S. <br />PUMP DATA <br />FLUID <br />SEWAGE <br />INSTALLATION LOCATION <br />ATLANTIC ISLES <br />PUMP TYPE <br />SUBMERSIBLE <br />RATED POINT <br />CAPACITY, GPM <br />73.3 <br />TDH, FEET <br />25.5 <br />PUMP EFFICIENCY R <br />29.5 <br />SHUT OFF HEAD, FT <br />30.5 <br />CONTINUOUS <br />OPERATING <br />RANGE <br />MAXIMUM TDH, FT <br />30.5 <br />CAPACITY, GPM <br />5 <br />MINIMUM TDH, FT <br />13.5 <br />CAPACITY, GPM <br />310 <br />NPSHR <br />20.4 FT <br />MINIMUM PUMP EFFICIENCY <br />2.8 <br />PUMP <br />CONSTRUCTION <br />CASING <br />ASTM A -48 CLASS 35B <br />IMPELLER <br />GRAY CAST IRON, CLASS 356 <br />SHAFT <br />S.S. ASTM A479 S43 100 -T <br />BEARINGS L -10 UFE, HRS.* <br />50,000.00 <br />MAX. SHAFT DEFLECTION IN <br />OPERATING RANGE, MILS <br />MAX. VEL, OF VIBRATIONS <br />IN OP. RANGE, INCH /SEC <br />_ <br />PUMP <br />CONNECTIONS <br />SUCTION, INCHES <br />_ <br />DISCHARGE, INCHES <br />3" <br />ELECTRIC <br />MOTOR <br />RATED HP <br />3 <br />RPM <br />1670 <br />S.F. <br />1.15 <br />AMBIENT TEMP. FOR <br />MOTOR RATING, 'C <br />40' <br />MAXIMUM TEMP. RISE, 'C <br />40' <br />BEARINGS L -10 LIFE, HRS. <br />50,000 <br />MAX. VIBRATION AMP., MILS <br />0.1 <br />NOISE LEVEL, dB ®1 METER <br />- <br />NEMA DESIGN CODE LETTER <br />B <br />START, CURR. LETTER CODE <br />G <br />INSULATION CLASS <br />F <br />MOTOR RATED HP NOT OVERLOADED AT ANY <br />POINT IN THE PUMPS PERFORMANCE CURVE <br />MANUFACTURERS <br />& MODELS <br />PUMP <br />FLYGT OR APPROVED EQUAL <br />MOTOR <br />FLYGT OR APPROVED EQUAL <br />