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<br />ELECTR)C METER
<br />SS STRUT WTM SS
<br />PIPE STRAPS FOR
<br />FANEL L#WNIINC.
<br />MAN BREAKER/
<br />035CMNECT
<br />-a _x NOTES,
<br />1. ALL PIPE CON04ECTIONS TO WIFT MU
<br />8'-W 0. MIPC SMALL BE D.I.P.
<br />2. FUSH GRADE SHAU M 8' 8110W
<br />If WET WELL AM VALVE VAULT TDP 51�
<br />alVATIONS I!NDICATED.
<br />CDMBO CONTWX -CHECK V&VE M)
<br />SeCgADA
<br />PANEL M a Fj Km VALW OW)
<br />OF THE Q TY unuTY
<br />MANUAL Rr
<br />CWftW, ADWtElk IMM)
<br />hUDIIXX ALARM Fj 151 W ELS
<br />HORN
<br />POST—
<br />C0N7RM
<br />p"s. N1 Ile 4' 45' ElEa4 D
<br />Rem
<br />T, T -TI :=Rx
<br />pm
<br />EMERGENCY POKR�- I %
<br />REUPTACLE
<br />SCADA �__/ GROUT FLL"-;41 AND COAT
<br />PAN[a /0OAL-TAR EPDXY
<br />ENDS
<br />ALARM UGHT-_
<br />S' HIGH -A DJY� PIFLI,"T __j
<br />wa it. rENCE SANITARY S10-P
<br />3-2' M74.SCK W PVC (MIN. 1(f LF.)
<br />SCADA OONDUIT FOR PUIAP WN7RCLS,
<br />ANTIDINIA 11 AND 11
<br />CONTROLS
<br />. ...................... �
<br />NOTE- ACTJAL LOCATION OF WNTROL
<br />PANEL SHALL BE FIELD "IFIED PLAN VIEW
<br />BY 714E CITY Or ZEPHYMILLS UTTLITY
<br />DWECTOR. WS
<br />ALARM L�GH
<br />CONTROL PANEL SEE EXKBIT Sm-21A
<br />illy Mlm
<br />.40
<br />0 FROM MH OPENW.,
<br />FE�C�
<br />a,
<br />coated
<br />STAINLESS SIM
<br />FLOAT 0 CA43LE
<br />SUROE SUPPIRIESSM, HANXR
<br />IN-LJNE BEFORE 4-DW VDIT
<br />CONTROL OANEL W/ VENT CAP
<br />Lima 1 J& 00
<br />SEAL
<br />FIN_ Web
<br />EL
<br />CONDUIT FOR POWER
<br />SERMCE, (PVC
<br />_7�
<br />0 im"amni! 2
<br />3--2' MIN_ PVr_1
<br />CONMY FOR r-,�p
<br />COkTRm_-%. POWR
<br />FLOAT CONTROU
<br />POVAM CABLE FROM
<br />PANEL 8OX
<br />;dSER PIPE TO BE SDR�11 I 14DPE.
<br />MTH *ELDED MNTS, FLMGED
<br />4;APRON
<br />'V3=DDO psWI
<br />.,�, W.W
<br />SIN= D" PREFTERED. DOUSIS DWR
<br />ACCEPTABLE DOOR ACCESS HATCH
<br />w/LCFCKSET AND RECESSED HANDLE (36*
<br />XM' CLEAR OPENING) (HALLIDA�f
<br />PRWUCTS &3R3654)
<br />RISER PiPE M BE SDR-11
<br />HDPE, VATH %ELDED
<br />JOINT& FLANGED AT
<br />EACH END WTH
<br />STAINLESS STEIEL
<br />MkC�MC
<br />COUPUNG W/ DUST CAP
<br />j
<br />&EAT Sm
<br />Pff SUpPmT
<br />SE DUAL
<br />4' PLUG VALVE
<br />6'xC
<br />REDUCER
<br />45' BEND
<br />(Typ-5
<br />'Ae I N,
<br />?
<br />.6
<br />4�
<br />-v
<br />NOTE LOK LIFT STATION
<br />409�) LOCATION OF
<br />I SITE SHALL BE 25� x 25' - If'
<br />GATE TO BE DETENAM LIFT STAMON IS TO BE
<br />BY 'THE CITY OF ZEPHYRHILLS EQUIPPED VATH STAND RY
<br />LITITLITY DEPARTMENT GENERATOR, MIN. STIE SHALL
<br />7' Black PVC coated Chain Link double gates
<br />D" LfTm HAN[Af
<br />-VAaT AID= DODAS
<br />-V mom OR
<br />AL EXPOSED U)GES
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<br />FLG LO%G
<br />RAD ELS
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<br />313UT To Gvm a Ix
<br />-mz WEL
<br />17
<br />t PVC DRAIN (4X SLOPQ
<br />Ir (TW)
<br />-r-- P-trap in wet w,
<br />STAINILESS STEEL PUMP
<br />M P- EYE CABLE
<br />STAWLESS STEEL SCK 40 PUkAP GL4DE
<br />RALS (2) PER PUMP PER PUMP MAWL&q?f&RER
<br />- V NX L k= _ 5 T E E L v mA q W_
<br />ALARJA EL 12&,30
<br />AT EACH ERD VA7H STAJNLESS
<br />STEEL aimw fmm
<br />A I k-' PIMO ON & AJ ARU L4HT fLm - 127-80
<br />D.LP. INFLUENT
<br />LEAD PLIMP ON EL
<br />S"TANY Smf�_,
<br />(WN. 10 LF.)
<br />ALL PUUPS OFF EL 1.24.30
<br />12 VOLT FLOAT
<br />ALTERNAW- LEAD LAG SEQUENCE
<br />uQuiD LEVa CCNTRW::�
<br />-4 -
<br />AVUP CA TA
<br />I OR APPROWD
<br />EOUAL
<br />Er
<br />PUMP
<br />GROUT-!
<br />A* BASE ELBOW
<br />HYDROMATIC
<br />f6 BARS- 12- OC LW,
<br />o
<br />H4H
<br />AO= 0AN"
<br />12'
<br />1
<br />1.750
<br />_pg -1 .750
<br />12,2-30
<br />oil
<br />pump Sa AtItLr POWER
<br />221 76.547
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<br />rCL17010m _430V/30
<br />ZLEembrAL AL r
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<br />11
<br />WN. 3/4 DLk x III- STAJ9-ESS
<br />STEEL ANCHOR B(XTS TO EXTEND
<br />7' IN TO 0 A_'�
<br />*NOTF- ELECTRtCAL REWRWID47 TO
<br />SECTION
<br />BE VER11FIED BY CONTRACTOR.
<br />WS
<br />pump,voltages
<br />inless stated otherwise
<br />-5-hp - 20hp Tsurumi C Series, 25hp+ Hydromatf C
<br />NOTES:
<br />I .
<br />PUMPS: SHALL BE - , SUBMERSIBLE PUMPS.PUMPS SHALL HAVE (2) 2- STAINLESS STEEL
<br />GUIDE RAILS PER F, MP AND A BPI FRONT TRI'mLEX SYSTEM.
<br />2.
<br />LEVEL CONTROLS, 3HALL BE IN ACCORDANCE MTH SECTION 8 OF THE CITY U71LITY MANUAL.
<br />3.
<br />INET WELL ACCESS COVER: SHALL HAVE CLEAR OPENING OF 36"xI34�; AS MANUFACTURED BY
<br />HALLIDAY PRODUCIS OR APPROVED EQUAL. ACCESS FRAME AND COVER SHALL HAVE A 1/4- THICK
<br />ONE-PIECE� MILL FNISH, EXTRUDED ALULNNUM FRAME, INCORPORATING A CONTINUOUS CONCRETE
<br />ANCHOR. DOOR PA14EL(S) SHALL BE 1/4- ALUMINUM DIAMOND PLATE, REINFORCED TO WTHSTAND A
<br />LIVE LOAD OF 300 psf. DOOR(S) SHALL OPEN TO 90- AND AUTOMATICALLY LOCK WTH STAINLESS
<br />STEEL HOLD OPEN ARMS W1TH ALUMINUM RELEASE HANDLES. DOOR(S) SHALL CLOSE FLUSH WTH
<br />THE FRAME. UNIT SHALL LOCK WTH A NONCORROSIVE LOCKING BAR, FRAME SHALL SUPPORT GUIDE
<br />RAILS AND CABLE AOLDER FOR ELECTRICAL WIRING. ALL ACCESS FRAME, COVER, AND HARDWARE
<br />SHALL K CONSTRUCTED OF STAINLESS STEEL. ALL SURFACES IN CONTACT WTH CONCRETE SHALL
<br />HAVE A SHOP COAT OF ZINC CHROMATIC PRIMER APPROWD ALKALI RESISTANT PAINT OR
<br />APPROVED PROTECTIVE COATING. DOUBLE DOOR ACCESS COVERS SHALL HAVE REMOVABLE CENTER
<br />BAR SUPPORT. WER MUST BE COMPATIBLE V4TH PUMP.
<br />4.
<br />VALVE VAULT ACCESS COVER: SHALL HAVE CLEAR OPENING OF 36*xB4' ACCESS AS
<br />MANUFACTURED BY HAWDAY PRODUCTS OR APPROVED EQUAL. ACCESS FRAME AND COVER SHALL
<br />HAVE A 1/4- THICK ONE-PIECE. MILL FINISH, EXTRUDED ALUMINUM FRAME, INCORPORATING A
<br />CONTINUOUS CONCRETE ANCHOR. DOOR PANELrS) SHALL BE lle ALUMINUM DIAMOND PLATE,
<br />REINFORCED TO Iff-HSTAND A LIVE LOAD Of 300 psf. DOOR(S) SHALL OPEN TO 90* AND
<br />AUTOMATICALLY LOCK WTH STAINLESS STEEL 14OLD OPEN ARMS WTH ALUMINUM RELEASE HANDLES.
<br />DOOR(S) SHALL CL3SE FLUSH WITH THE FRAME. UNIT SHALL LOCK VATH A NONCORROSIVE LOCKING
<br />BAR. ALL ACCESS FRAME, COVER, HARDWARE, AND FASTENERS SHALL BE CONSTRUCTED OF 316
<br />STAINLESS STEEL. ALL SURFACES IN CONTACT VATH CONCRETE SHALL HAVE A SHOP COikT OF ZINC
<br />CHROMATIC PRIMER, APPRCNED ALKALI RESISTj%NT PAINT OR APPROVED PROTECTIVE COATING.
<br />DOUBLE DOOR ACCESS COVERS SHALL HAVE REMOVABLE CENTER BAR SUPPORT. COVER MUST BE
<br />COMPATIBLE WtTH PUMP.
<br />5�
<br />ELECTRtCAL SERVICE ENTRANCE: PROVIDE METER SOCKET AND MAIN MCONNECT MEETING
<br />APPLICA13LE ELEC_ff;C CODES AND REQUIREMENTS OF POWER COMPANY. UGHTNING AND VOLTAGE
<br />SURGE PROTECTION TO BE PROVZDED.**COST FOR THE ELECTRICAL SERVICE AND COORDINATION
<br />SRALL BE THE RESPONSIBILITY OF THE CONTR/kCTOR.
<br />6.
<br />RESERVED FOR CIT( USE
<br />7.
<br />RESERVED FOR QT( USE
<br />&
<br />VALVE VAULT : PRECAST CONCRETE 60"x 84" (MINIMUM) INSIDE DIMENSIONS.
<br />9.
<br />STEEL PLACED IN BOTTOM SLAB IS TO 13E 1001nCAL TO THE TOP SLAB EXCEPT THAT DiAGNAL
<br />BARS AND OPENINOS ARE ELIMINATED, STEM IS CONnNuOUS AND SLAB IS SOLID.
<br />10.
<br />CONTRACTOR TO CIINFIRM SERMCE ARRANGEMENTS WTH POWER COMPANY BEFORE COMMENCING
<br />WDRK. CONTRACTOR TO RUN UNDERGROUND WRINn TO NEAREST TRANSFORMER OR HAND HOLE.
<br />11.
<br />ALL FASTENERS Oh FLANGES AND ETC- INSIDE WET WELL WLL BE STAINLESS STEEL.
<br />12.
<br />DIMENSIONS BETWEIN- CENTERLINE OF PIPES ARE STANDARD FOR PIPE SIZES SPECIFIED.
<br />13.
<br />SHOP DRAWINGS Ch- ENTIRE INSTALLATION MUST BE APPROVED BY CITY PRIOR TO PLACEMENT OF
<br />ORDER.
<br />14.
<br />RESERVED FOR CITf USE
<br />15.
<br />ALL EXPOSED AND EMBEDDED CONDUITS TO BE SCHEDULE 80 PVC.
<br />16�
<br />ALL EXPOSED METAL SHALL BE PAINTED NTH TWO (2) COATS OF EXTERIOR BLACK ENAMEL PAINT.
<br />17.
<br />ALL EXTERNAL PIP140 SHALL BE DUCTILE IRON CLASS 50 (FLANGED JOINT FOR EXPOSED PIPE &
<br />MECHANICAL JOINT FOR BURIED PiPE). ALL INTEERNAL WET WELL PIPING rRom THE PUMP DISCHARGE
<br />ELBOW TO THE VALVE ROX SHALL BE MINIMUM SDR-11 HDPE.
<br />19.
<br />ALL DIMENSIONS AND LOCATIONS OF UTILITIES TO BE FIELD VERIFIED BY CONTRACTOR,
<br />19.
<br />PRESSURE GAUGES SHALL BE STAINLESS STEEL NTH STAINLESS STEEL DIAPHRAGM. UQUID FILLED,
<br />4" DIAMETER DIAL NTH 0-100 psi RANGE. GAUGES SHALL BE AS MANUFACTURED BY Y&A, LOWER
<br />MOUNT. TYPE 233..W AND DIAPHRAGMS SHALL BE AS MANUFACTURED BY HYETT. MODEL 43MCR-01
<br />OR APPROVED EOU4LS.
<br />20.
<br />RESERVED FOR CIr( USE
<br />21.
<br />PADLOCKS FOR ACCESS COVERS AND CONTROL. PANEL SHALL BE AS DIRECTED BY THE CITY
<br />22.
<br />SEWPER Coat
<br />WET WELL TO SE HV,�r� p1mqu BRIM. A
<br />No. '7'
<br />IMF—
<br />23.
<br />SOD ALL AREAS DI' TLRBED BY CONSTRLCTICk
<br />24.
<br />ALL ALUMINUM SURFACES IN CONTACT NTH CONCRETE VOLL REQUIRE SHOP COATING OF SUITABLE
<br />PROTECTIVE COATING TO RESIST CORROSION.
<br />25.
<br />BYPASS PUMPING: CONTRACTOR SHALL BE RE!iPONStBLE FOR ALL BYPASS PUMPIN& A BYPASS
<br />PUMPING PLAN SH�LL 13F SUBMITTED AT THE ' "IME OR PERMIT APPUCATION TO THE
<br />ENVIRONMENTAL SERVICES DIRECTOR. CJTjZEN CONSIDERATION WLL BE REVEWED MiEN BYPASS
<br />PUMPING EQUIPMENT IS REOWRED. SOUND ATT17-NUATNG ENCLOSURES MAY BE REQUIRED, AT THE
<br />DISCRETION OF THE ENVIRONMENTAL SERVICES DIRECTOR.
<br />11- FUCO MUDEL e25YA I ZO. OLLQ =11Ngn THE CONTRACTOR SHALL FURNISH THE SER CES OF THE SYSTEM SUPPLIER'S
<br />WRTICAL 4'W CALY. SM PIPE w/ END W
<br />FLOW IN MZDNTAL FLOW OUT I
<br />F CEePRESSURE a _W_ �3/4:- HOSE BM SERMCEMAN. ALL 5tPECIAL TOOLS, CALIBRATOI\ EQUIPMENT. AND LABOR TO PERFORM THE TESTS.
<br />6W Amn-ow CERTIFIED COPIES (IF THE TESTS SHALL BE FURNISHED IN DUPLICATE TO THE CITY ENGINEER PRIOR
<br />PREYINTER, Oft MIPROMM EOJAL-1 �Ik &AW
<br />ONSTA11JER SHALL PROMDE STRAP 11' AWMINUM PIPE TO TO FINAL APPROVA_
<br />CEIRTIMCATION THAT I3MXFLCW '��,�POZT * STANUM STEEL
<br />PKvmTER Is WOMING a
<br />Xv.
<br />INSTAUM C"EC%Y.) J P' '7ASF '*\Drl NOTE S_ 27.0 31 FROM TRIPLEX -DRAWING HF
<br />-2'. ANY S,7Ar--.N *TI-'C0qF -'-%R W�RE 4�
<br />.%4
<br />"ATLWS FLOWIND To IT n-PAILL A C_r%4[pA_tR
<br />14TCF' SLAB CF UrT STATION 16. GENERA70R 5H.kLL NO PCSrT�_'T-tEb CvLk 'TOP OF ANT MAJN FjWLC- '�4
<br />11- GALV. STEEL PIPE FRESH %1\jEp, rj J
<br />rE C -yan
<br />H OA,
<br />11' WATER SMVIM:
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<br />1 C.f. CONCRETE 31, A41 i,4r_:[fWIfJG FL1,Y# TtIR0(jG,-i A, r W&N-4a LL)t' ArEb 14C AA WU &JVW
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<br />DUPLEX LIFT STATION
<br />CITY OF: ZEPHYIRHILLS
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />39825 ALSTON AVENUE ZEPHYRHILI-S, FLORIDA 33542
<br />PHONE 1'813)780-0029 FAX (8*13)780-0613
<br />9 IL
<br />LO
<br />0
<br />U_
<br />NOVEMBER 20191
<br />j
<br />_j U1 Lo -1K I- Z LLJ
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<br />LL
<br />DATE
<br />09/03/2019
<br />PROJECT NO.
<br />1401013
<br />SHM NUMnER
<br />C22
<br />- ELECTRICAL PO#WERDESIGINS
<br />P.O.BOX 272517 TAMPA, FL 33688
<br />TEL:813-244-3473
<br />email: carlosgepd-fl.com
<br />CARLOS M. ORAMA, PE.
<br />ELECTRICAL ENGINEER
<br />PE #60205 CA #27385
<br />IISSUE REVISIONS
<br />CLIENT
<br />DGPS Construction
<br />I PROJECT
<br />Trotters Crossing
<br />Lift Station
<br />ADDRESS
<br />Trotters Crossing,
<br />City of Zephyrhills,
<br />FL
<br />SHEET NAME
<br />Lift Station Specs
<br />JOB # BY
<br />E23-206 MAI
<br />ISSUE DATE
<br />09,23.23
<br />SCALE
<br />1 11 = 201-011
<br />THESE PLANS MAY NOT BE COPIED OR MODIFIED
<br />WITHOUT WRITTEN PERMISSION FROM THE
<br />ENGINEER, COPYRIGHT R
<br />"�Jjjll I III/// //.,
<br />ISI� '*' S M. 0
<br />�jq
<br />'K
<br />Z_ No.60205
<br />, OX
<br />0 STATE OF
<br />4OR0- -
<br />ZONAL
<br />111111111W�
<br />CARLOS M. ORAMA, PE
<br />NOT VALID UNLESS SIGNED & EMBOSSED BY A
<br />REGISTERED ENONEER
<br />SHEET
<br />E-4
<br />
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