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ALARM LIGHT _ <br />HORN _ <br />SILENCE <br />HORN <br />CONTROL PANEL <br />MECHANICAL <br />0 INTERLOCK 0 <br />H-� <br />A R ALT. oR 8' CBM CBE <br />WIRE WAY <br />Cal C62 <br />'CAPACITOR' <br />PACK I N MOTOR STARTERS <br />(IF REO D) <br />B� <br />VVIRE WAY <br />OIL On. <br />TB2 GRD <br />0 0 <br />BACK PLATE <br />LIGHTNING <br />ARRESTOR <br />EMER. GEN. <br />O POURED O MOUNTING <br />EYES <br />SEAL OFF <br />(GAS TIGHT) <br />J BOX <br />TEMINAL STRIP CABLE CLAMPS (STRAIN RELIEFS) <br />PUMP AND FLOAT CORDS <br />INTERLOCK <br />RUN SEAL RUN <br />/\/.�.� <br />OETM <br />n CBM CBE <br />HOA HOA <br />O O <br />GFI <br />RECP. <br />DEAD FRONT <br />REMOVED FOR CLARITY <br />FLOAT PUMP <br />CABLES POWER <br />CABLES <br />CONTROL PANEL <br />1.) Shall be a NEMA 3R fiberglass enclosure <br />with attached junction box with gas tight <br />poured seal -off. <br />2.) Shall conform to Florida DEP codes Chapter 62-604. <br />3.) Panel shall be UL listed. <br />4.) Required Components: <br />(1) Main Breaker <br />(1) Neutral Block <br />(1) Emergency Breaker <br />(2) Hand -Off -Automatic Switches <br />(2) Motor Breaker <br />(2) Run Lights <br />(1) Lightning/Surge Arrestor <br />(2) Elapsed Time Meter <br />(2) Motor Starter w/Overload Protection <br />(1) Alternator <br />(1) Generator Receptacle <br />(1) Phase/Voltage Monitor <br />(1) GFI Duplex Receptacle <br />(1) Ground Bar <br />(1) Alarm Light <br />(2) 20 Pin Terminal Strips <br />(1) Alarm Horn <br />(1) Capacitor Pack (single phase only) <br />(1) Alarm Silence Button <br />(1) Control Power Transformer (480 volt only) <br />GENERAL CONSTRUCTION NOTES: <br />1.) STATION: <br />Shall be manufactured and assembled to the following criteria and supplied <br />complete and ready for installation or approved equal. <br />2.) WETWELL: <br />Shall be a V-0" inside diameter fiberglass reinforced <br />manhole, consisting of isopthalic polyester resin with <br />fiberglass chopped, strand, and continuous reinforcements <br />built up to a minimum wall thickness of 3/8". <br />Joints and pipe openings shall be laminated to provide a <br />monolithic structure. <br />3.) GOVERNING STANDARDS: <br />ASTM D-3753 (Standard Specification for <br />Glass Fiber -Reinforced Polyester Manholes), ASTM <br />C-581 (Chemical Resistance Testing), and ASTM C-582 <br />(Plastic Laminate Standards). <br />4.) PUMPS: <br />Shall be submersible non -clog pumps. <br />Each pump shall slide on stainless guide rails <br />when hoisted by a 1/4" stainless steel lift <br />cable for easy inspection or repair without personnel <br />entering the wetwell. Pump must be capable of passing 3" solids. <br />5.) VALVES: <br />Check valves shall be stainless steel spring or side weighted lever. <br />Plug valves shall be Dezurik or approved equal. <br />6.) PIPE & FITTING: <br />Shall be 4" DIP <br />7.) LEVEL SWITCHES: <br />Shall be Anchor Scientific liquid level regulator <br />with sewage resistant electric cable. <br />8.) WETWELL TOP AND ACCESS DOOR: (150 PSF Rated) <br />Shall have a clear opening of 30" x 48" and sufficient clearance <br />of all equipment installed in the wetwell. The wetwell top, access door, <br />and supporting frame shall be fabricated of T-6061 Aluminum. <br />Frame shall be of sufficient thickness and strength to support <br />the pump guide rails and the 316 stainless steel float hanger. Covers <br />shall be provided with a lifting handle and saftey latch to hold <br />the door in the open position. Locking hasps shall be furnished. <br />Stainless steel hinges and hardware shall be used throughout. <br />9.) VALVE BOX: <br />H-10 loading 48" x 48" x 36" with 48" x 48" top. <br />Shall be made of fiberglass composite construction, <br />10.) CONTROL PANEL: <br />Shall be a NEMA 4X Fiberglass enclosure and securly mounted on an aluminum T-post. <br />Control panel shall meet Florida DEP requirement, Zephrhills lift station requirements and UL listed. <br />PUMP STATION OPERATION/ CONROL PANEL LOGIC <br />This pump station is designed to operate on a standard 4 float system. (F1, F2, F3, F4). The control logic <br />is as follows: <br />1) Float switches are placed in the wetwell at levels determined by engineer. We recommend Pump Off <br />(F1) be set at approximately top of pump or above. This keeps pump motor submersed in fluid for cooling <br />purposes. <br />F4 High Water Alarm <br />F3 Lag Pump On <br />F2 Lead Pump On <br />F1 Pump Off <br />Fluid enters wetwell and level rises up to "Lead Pump On" (F2). As float F2 tips, contacts close and Lead <br />Pump is turned on. Fluid is then pumped out until level reaches Off float(F1). Contacts in F1 open and <br />pump shuts off . Alternator relay is energized and switches from Load 1 to Load 2. ( Pumps alternate <br />each fill cycle) <br />Fluid continues to fill wetwell and again rises to Lead Float (F2). This time pump in Load 2 position comes <br />on and pumps down wetwell. <br />If one pump running can not keep up with inflow, the fluid level continues to rise until it reaches Lag Float <br />(173) This float turns on the 2nd pump and both pumps will run until fluid level reaches F1, and both <br />pumps are turned off. <br />If both pumps running do not pump down wetwell the fluid level rises to High Water Alarm level float (F4), <br />This float turns on red alarm light and alarm horn. <br />Alarm horn can be silenced by pushing in the "Alarm Silence Button" located just under the horn on side of <br />enclosure. The alarm light will remain "on" until the fluid level is lowered. <br />6x6 CONC POST <br />Electrical Control <br />Alarm Lite Panel <br />II <br />it <br />�I <br />I <br />Panel Rotated <br />For Clarity <br />Alarm Lite DO- <br />Horn Silence <br />Horn <br />Junction Box w/Poured Seal <br />off (Gas Tight) <br />Alum. Post <br />Placed - <br />In Concrete <br />INVERT ELEV. <br />ALARM ELEV. <br />LAG PUMP ON ELEV. <br />LEAD PUMP ON ELEV. <br />OFF ELEV. <br />72" Dia. <br />Fiberglass <br />Wetwell <br />77.0 <br />76.5 <br />75 <br />72.5 <br />BOTTOM ELEV. 70.0 <br />30" x 48" Aluminum <br />Hatch Cover With <br />Stainless Hardware <br />6' Diameter Fiberglass Wetwell w/Hatch <br />Control Panel <br />ALUM. LID <br />=LEV. TOP 90.5 <br />Seal Stainless <br />11 Cable Holder <br />78" Round Alum Top <br />1 /4" Tread Plate <br />6' Dia. <br />A � o <br />1 1 r° <br />�2 2� <br />,. <br />2" <br />1 <br />1 <br />Grout fillet all around <br />4" PVC Vent <br />w/Screen <br />NOTES: <br />1) Control panel shall not face hatch cover of wetwell <br />2) Water service with hose bib and backflow prevention device shall be provided. <br />3) All wiring shall be copper and shall meet all NEC and manufacturers requirements. <br />4) Control panel and top slab shall be located above the 100 year flood elevation. <br />5) Wetwell access cover and control panel shall be padlockable. <br />6) Control shall have audible and visual alarm system, motor overload phase / voltage protection. <br />7) Electric service cable and conduit sized as per NEC and local requirements. <br />8) System shall be operated and maintained so as to provide uninterrupted service as require <br />d by chapter 62-604.500 (FAC). <br />9) Approved operation and maintenance manual shall be kept available at a site acceptable to <br />the Florida D.E.P. for use by operation and maintenance personnel and for inspection by <br />D.E.P. personnel. <br />10) All fastners inside wetwell shall be stainless steel. <br />11) Pump station shall be constructed in <br />accordance with City of Zephrhills Requirements. <br />48" x 48" x 36" CDR VALVE BOX <br />ALUMINUM TOP 48" x 48" DOUBLE <br />DOOR 300 P.S.F. LOADING <br />+ + ♦ <br />+ ♦ <br />ELEV. FINISHED <br />GRADE 90.5 <br />FLANGED VALVES <br />CHECK VALVES TO BE STAINELSS STEEL OR <br />SIDE WEIGHTED LEVER <br />PLUG VALVES TO BE DeZURIK OR APPROVED <br />EQUAL <br />Stainless Lift Cable <br />4" DIP Discharge Piping <br />Concrete ballast is not required. <br />Contractor to keep excavation dry until <br />backfilling activities have been completed. <br />70,00 <br />4" x 4" CONCRETE POST STEEL PIPE STRAP <br />ATTACHED TO POST. <br />3/4" HOSE BIBB 3/4" REDUCED PRESSURE <br />BACKFLOW PREVENTER <br />WITH VAC. ASSEMBLY. <br />BREAKER <br />y <br />t d 6 -ANION <br />TOP OF SLAB <br />WATER SERVICE DETAIL <br />(BY OTHERS) <br />DESIGN CONDITION <br />Model Hydromatic S4P H.P. <br />GPM 160 @ TDH <br />Voltage 230 Phase <br />Impeller 8.25" <br />Peak Flow Into Station = 83.96 GPM <br />PUMP CURVE <br />7.5 <br />LOCKABLE BALL <br />VALVE <br />oporadna Fort <br />16D WM facet TDH <br />I <br />- <br />SYS711*1111111 head Curv* <br />K*ad Characftdsik Cu <br />v <br />i <br />10.00 <br />I <br />0.00 jL <br />0 00 <br />5000 10000 16000 20000 26000 <br />FLOW (II) <br />IFI(�l T.�eYm �7��FiF1R� E�1i �.�1♦1 <br />2 <br />Updated per new Site <br />Plan. <br />07/15/10 <br />1 <br />Per City comments. <br />05/08/08 <br />No. <br />Revisions <br />Date <br />O <br />o <br />co <br />A <br />Cn <br />tt <br />cc <br />C <br />u_ <br />I* <br />N <br />T_ <br />c <br />C <br />J` <br />J <br />p�j <br />Q <br />o <br />O <br />cc <br />0 <br />CD <br />LL <br />m <br />rn <br />•- <br />�V <br />N <br />Z <br />t <br />r <br />_ <br />W <br />'CO <br />c <br />8 <br />+ <br />2 <br />N rn <br />Z <br />` <br />C <br />C W <br />`O <br />c <br />a o <br />� <br />� <br />cc <br />a <br />(q -E <br />au <br />■ <br />cc <br />E <br />m <br />CAa <br />co <br />m <br />CU <br />"0 <br />C <br />CO <br />C <br />LL <br />O <br />Q_ <br />CU <br />O <br />O <br />�+ <br />O <br />" <br />0 <br />U <br />tp <br />� <br />v <br />O <br />CU <br />_ <br />CU <br />C <br />a <br />. _ <br />U <br />Cl) <br />s <br />"CL <br />Cl) <br />O <br />.cU <br />N <br />� <br />L <br />O <br />U <br />CkA, Eno ; er ; <br />Cerio. Vasquez <br />A684 ., <br />November �1=1,' 2010 <br />Date <br />Drawn: YZY <br />Checked: <br />Scale: As Shown <br />Dwg: Pumping Station <br />Job No: 1372-10 <br />Sheet <br />12 <br />Of 27 Sheets <br />