Loading...
HomeMy WebLinkAboutTrotters Crossing-- - —' - - I - - - - -- L - - ' I 1 II 1 11 1 1 1 I _ - -- - - -- - -- - — - -- - - I I I -- SPECIFIC NOTES: I PREPARED BY PUMP #2 15HP,480W PUMP #1 15HP,480V3P' LIFT STATION-2,4,6 ., 1 /2"C,3#10,#10G p(1\A/FR PI AN II� � 00 o PC: 11 .78 I � 119+00 12C i-00 }LIFT STATION-1,35 1/2"C,3#10,#10G LIFT STATION METER XFMR 0 UTIL SCALE: 111=201-011 1. ALL WORK ELECTRICAL WORK MUST BE IN COMPLIANCE WITH N.E.0 2017, FLORIDA BUILDING CODE 2020 7TH EDITION, LOCAL ELECTRIC COMPANY AND AHJ. ELECTRICAL CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH THE SCOPE OF WORK BEFORE BIDDING ON THIS PROJECT. 2. ALL GROUNDING AND BONDING MUST BE IN COMPLIANCE WITH NEC ARTICLE 250 AND AHJ. 3. LOAD DATA IS BASED ON INFORMATION GIVEN TO THE ENGINEER AT THE TIME OF DESIGN. VERIFY ALL EQUIPMENT NAMEPLATE DATA BEFORE ORDERING. 4. ALL ELECTRICAL WORK FOR FABRICATED EQUIPMENT SHALL BE COMPLETELY WIRED BY THE EQUIPMENT MANUFACTURER TO A JUNCTION BOX OR PULL BOX, AND ALL ELECTRICAL WORK FROM PANEL BOARDS TO BE BY THE ELECTRICAL CONTRACTOR. 5. TYPEWRITTEN CIRCUIT INDEX SHALL BE AFFIXED INSIDE SURFACE OF PANEL BOARD DOOR, CLEARLY INDICATING AREA AND LOAD SERVED BY EACH BRANCH CIRCUIT. 6. ELECTRICAL CONTRACTOR SHALL FURNISH ALL ELECTRICAL MATERIALS TO COMPLETE THIS PROJECT. 7. ENGRAVED, LAMINATED PLASTIC IDENTIFICATION PLATES SHALL BE FURNISHED AND INSTALLED ON ALL PANELS AND SWITCHGEAR. PLATES SHALL BE AFFIXED TO FRONT OF PANELS, INDICATING PANEL NAME, VOLTAGE AND AMPERAGE. 8. ALL UNDERGROUND PVC CONDUIT RUNS SHALL HAVE RIGID STEEL ELBOWS AND RIGID STEEL SECTIONS AT SLAB PENETRATIONS WHERE SUBJECT TO POSSIBLE DAMAGE. 9. THE ELECTRICAL CONTRACTOR SHALL MEET AND COORDINATE WITH THE LOCAL POWER COMPANY AT THE SITE PRIOR TO CONSTRUCTION. AT THAT TIME, THE CONTRACTOR SHALL COORDINATE ALL RELATED WORK WITH THE UTILITY COMPANY'S RESPONSIBILITIES TO MEET THE OWNER'S. 10. ALL ELECTRICAL CONDUCTORS SHALL BE INSTALLED IN AN APPROVED RACEWAY, EMT, IMC, RIGID GALVANIZED CONDUIT OR SCHEDULE 40 P.V.C. TYPE 'NM', 'MC', ELECTRICAL NON-METALLIC TUBING, & FLEXIBLE METAL CONDUIT MAY BE USED FOR BRANCH CIRCUITING AS ALLOWED BY THE N.E.C. & AHJ. MAXIMUM NUMBER OF 120V CIRCUITS ALLOWED IN A COMMON CONDUIT SHALL BE SIX (6). THE CONTRACTOR SHALL STRICTLY CONFORM TO THE N.E.C. REQUIREMENTS OF DERATING FOR CONDUCTOR AMPACITY AND CONDUIT FILL. 11. EXTERIOR DISCONNECTS SHALL BE NEMA3R RATED. INTERIOR DISCONNECTS SHALL BE NEMA1 RATED. ALL DISCONNECTS SHALL BE HEADY DUTY TYPE. GENERAL SCHEDULE CALLOUT SYMBOL VOLTS AMPS KVA CIRCUIT PUMP #1 1101-10 480V 3P 3W 21 17.46 LIFT STATION-24, PUMP #2 er-0 480V 3P 3W 21 17.46 LIFT STATION-1,31 PROJECT LOCATION ELECTRICAL POWER DESIGNS P.O.BOX 272517 TAMPA, FL 33688 TEL:813-244-3473 email: carlos@epd-fl.com CARLOS M. ORAMA, PE. ELECTRICAL ENGINEER PE #60205 CA #27385 ISSUE REVISIONS CLIENT DGPS Construction I PROJECT Trotters Crossing Lift Station ADDRESS Trotters Crossing, City of Zephyrhills, FL SHEET NAME Power Plan JOB # BY E23-206 MAI ISSUE DATE 09.23.23 SCALE 1 11 = 201-011 THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. COPYRIGHT R ```M. ��11111111�� ligii 5tgned by Carlos•I -ma IN: c t EWTar l PO lesi n ' • �ORID • •''G®`�• g ./ nQualifier'i,a(3 0182882 ram a NOT VALID UNNLESSS SIGNED & EMBOSSED BY A +.,. 7/117 11fSGfiR%D€IVC;If�EEnn nnlnnl SHEET E-1 RISER GENERAL NOTES: n PREPARED BY 1. THIS PROJECT CONSIST OF PROVIDING ELECTRICITY TO A NEW LIFT STATION. WORK WITH GC AND LANDSCAPE TO RUN CIRCUITS AS SHOWN. METER AND PANEL SHALL BE INSTALLED ON TWO 6"X6"X9' POST WITH UNI-STRUT. 2. AVAILABLE FAULT CURRENT USED FOR THESE CALCULATIONS WAS 9810. CONSULT ELECTRIC COMPANY ONCE UTILITY TRANSFORMER IS INSTALLED. IF AFC IS HIGHER THAN 9810 NOTIFY ENGINEER BEFORE INSTALLING OR PURCHASING EQUIPMENT. 3. ALL GROUND ELECTRODES, CONDUCTORS AND COMPLETE GROUNDING SYSTEM MUST BE DONE IN COMPLIANCE WITH NEC STD #250 AND AHJ. 4. CONTRACTOR SHALL VISIT SITE AND BECOME FAMILIAR WITH THE WORK BEFORE BIDDING ON THIS PROJECT. ALARM HORN AND LIGHT RISER DIAGRAM LIFT STATION ROOM VOLTS 480Y/277V 3P 4W AIC 10,000 MOUNTING FLUSH BUS AMPS 100 MAIN BKR 100 FED FROM METER NEUTRAL 100% LUGS STANDARD NOTE CKT CKT LOAD KVA CKT CKT LOAD KVA A B C A B C # BKR CIRCUIT DESCRIPTION # BKR CIRCUIT DESCRIPTION 1 30/3 PUMP #2 5.82 2 30/3 PUMP #1 5.82 3 1 5.82 4 1 5.82 5 1 5.82 6 1 5.82 7 20/1 SPACE 0 8 40/1 XFMR XFMR 0 9 20/1 SPACE 0 10 20/1 SPACE 0 11 20/1 SPACE 0 12 20/1 SPACE 0 TOTAL CONNECTED KVA BY PHASE 11.6 11.6 1 11.6 CONN KVA CALC KVA CALC KVA LARGEST MOTOR 17.5 4.36 (25%) TOTAL LOAD 39.3 MOTORS 34.9 34.9 (100%) BALANCED 3-PHASE LOAD 47.3 A VOLTAGE DROP SCHEDULE DEVICE FEEDER BRANCH CIRCUIT TOTAL VOLTAGE DROP VOLTAGE DROP WIRE SIZE LENGTH MAX VOLTAGE DROP WIRE SIZE METER 0.56% #3 139' - - 0.56% LIFT STATION 0.57% #3 1'-8" 0.22% (CKT 1,3,5) #10 0.78% XFMR 0.57% #12 6" - - 0.57% RISER KEY NOTES O (1)-#6 COPPER TO GROUND RODS, WATER PIPE, PER NEC 250.50. O SERVICE ENTRANCE (4)-#3 THWN COPPER, IN 1-1/2" CONDUIT. O3 NEW NON -FUSED DISCONNECT. ® NEW METER ENCLOSURE. 277/480V 3PH. NEMA 3R. O FLOAT CONTROL CABLES O NEW PANEL CONTROL BOX. 100A MAIN BREAKER. 277/480V 3PH. O7 JUNCTION BOX. ® EXPLOSION PROOF VAPOR LEAK SEAL WITHIN CONDUIT (3EA.) O9 PVC JUNCTION BOX 12"X12"X4" MIN. W/NON-CORRODING TYPE HEAVY DUTY TERMINAL STRIP. 10 PUMP POWER CABLE. SCALE: N.T.S. FAULT CURRENT SCHEDULE DEVICE FAULT AIC RATING L-N VOLTS UTILITY FED FROM FEEDER DIRECTLY CONNECTED MOTOR LOAD FAULT X R DEVICE FAULT X R SIZE X/ 1000, R/ 1000' LENGTH X R FAULT X R METER 5,410 277V 5,242 0.03422 0.04026 UTIL 9,810 0.02769 0.005538 #3 0.047 0.25 139' 0.0065 0.0347 LIFT STATION 5,374 10,000 277V 5,206 0.03429 0.04068 METER 5,242 0.03422 0.04026 #3 0.047 0.25 1'-8" 0.0001 0.0004 168 1.6 0.3999 XFMR 2,870 120V 2.861 0.03939 0.01441 LIFT STATION 5,206 0.03429 0.04068 #12 0.054 2 6" 0 0.001 ELECTRICAL POWER DESIGNS a P.O.BOX 272517 TAMPA, FL 33688 TEL:813-244-3473 email: cados@epd-fl.com CARLOS M. ORAMA, PE. ELECTRICAL ENGINEER PE #60205 CA #27385 IISSUE REVISIONS CLIENT DGPS Construction PROJECT Trotters Crossing Lift Station ADDRESS Trotters Crossing, City of Zephyrhills, FL SHEET NAME I Riser Diagram JOB # BY E23-206 MAI ISSUE DATE 09.23.23 SCALE I 1 11 - 201-011 THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER. COP(RIGHT R No. 80205 0, STATE OF .4 "40RION Y®NX. CARLOS M, ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENGINEER SHEET E-2 DREPARED BY There shalt be no side penetrations in the control panel, dlsronnect, meter can, etc. AD conduits shoutd be routed underground before conning back up to the next appurtenance AEAP.m STHCx3E Ci"y'ER.i�iR F&CEPFAf..Tf —�` MMIRE GROUND wn PR 1 WPA 7C RvwwwIA ws CM) 1 �a 9AtiE COFFEE GROC+A70 MRF GAD % D G1904AQ MRE 10 0 Irmo I= j 31r.10' COPF!T CLAD 1 - STEEL E&OL:2M RLB ILF --ti A1F: I SEE E):.WBIT S-21E % M POV&k POLE SEE Er,OT S-21C, IT I AF?LICAB,-E 1 c i kq1 PA2WEL HEO'f DUTY MUTT i-w-`FI � lRl�`CT JdEi'u: // 6"XGX10'-Q PRECAST 1'04CRETF -CST KIM 2#4 REW (T,'P) - STA'IEESS STEEL STRUT (7-M). AITA04 TO PO, S WIH ,^AWFESS STEEL A!L-'H4J1JS, NJTS. & LOCK WASHERS. _ ATMCH E,^,t1Yr'Wtg *17H STAhLESS STEL FiAPDWARE Split seal type _ "F�p'I!!!lC7QGAG Fmw. ter. aF Eck Sm IN y✓ ACLDRDMCE MATH CONDUIT SCHEDULES _ PVC c LYARDUITS PROM QUAN ITV AS REOWRED F6aStFP ±,RACE z 3 +a tr11I18 10 POLE-UGWED TRMSFOWERS BACK F&L PITH CONCRETE S UN ALL SAKES FRONT VIEW (FACES NCIT2TFH) CONTROL PANEL DETAIL NTS M P ICE alf, rti (TYP) PLAN CHANNEL WIDTH TO MATC" THE EFFLUENT SEWER JAPE DIETER i PTFLUEfdT f EFELUEtdT SFVYFR F"PE 1/2" PER FT —: gL#C { SLOPE fl. {Tflti'i (T-y1') 3/4 OF EFFLUEW PIPE fD (MIN) LI-SfikPEp T;F Ate,EL ALL INVERTS SHAD BE CONtSTRUC7ED IN A MANG ALLOW FOR EASY INSERTION OFF A SEWER il,, AMERAff-RMSPORTER =TE: IP(AYEL SLOPES AND CI-UINIELS SM001H 10 PREVENT COLLECTION OF MANHOLE - U-SHAPED CHANNEL NTS DECEMBER 2015 _ -- ! ECE MBER 2015 I�EOYEifABER 2it18 CITY OF ZEPHYRHILLS — CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS STANDARD DETAILS ""14� STANDARD DETAILS I! i -"" P STANDARD DETAILS CITY LLS LfTG.ITY DEPARTMENT OF ZJ-PETYREii � CITY OF ZEPi1YR1ifl_L& UTltrTY QEPARTTIIENT t CITY OF ZEPi'iYT2HJLLS UTILITY DEPARTMENT 146- 039825 ALSTON AVENUE ZEPHYRMLLS, FLORTOA 33542 39825 ALSTON AVENUE ZI PHYRHRiS, FLORHYA 33'542 I 39825 ALSTON AVEJtlUE ZEPHYRHILLS, I'i-Oi2ID/L 33Ii42 'Sw2lk I PHONE (i13rM-DD3TE FAX f9i3)7d 4613 -- -- I PfH7ME (B73}78fl-0024 FAJT 8t3)78fl�13 S m2 1 � �SAB ( I PHONE {813)780-A029 FXX (813)T80-0513 POWER AND CONTROL WIRING SCHEDULE :3RCtQT 'VIER STARTER 1177E R)WR (IZG/240 VOLT, ,'.a, 4W) 11fiijN T'i?+II FWSF CwDCT IEUTR4 CNXT ri4xw TAR£ w1i CKT COI'U)UT .SITE PLOT - - 2T Id�iJFl TTf P10-2 rvw CFkF - - - NMPi PlJ1tF P{)MF R SFF mull 9 LEPICO -- 1 T2 11"L 1 1 - L1Cii9 FLXIUUL (' _GTk' LATd A F7 (A4T SIDRXI (SW F•.� ClECI f.'Y.:AI :7RtlK:i > F1C:l r--- tEAd1Y (JrITY SLEETY SMATCxf, / FEW 0 STA$t l:l STEEL., SERNCE ENTTtANCE IsUM I LI4 ILt3i1 - - POW STATK* (-04JfKk PAWL r- SEE Pcyf-5 t6 F1 i i — r IdFC'HA-h:.AL INIFF UXx - 1 r -,A tiAfi! 11CTiI - NOTES t. LEAUIX;IO!e; L)UIfLry: �O�C�N�IWL PAHLL SHALLM1 FY`� BL IYPL 1FIRI.IA'll) 00I+1LR- NTFRWI i.YIMTRiM_ PA*1 WtRN,. 1,I,*k I}F TTPF NIV OA A.; F&131 WD W. TW 2. rU)V1DIE A `1W FROTEi IMF DEVICE (-J-D,, ON TFE LW-) `4DE OF THE WJ4 '1NS:1Al MMM-FR `_+-9.T #LSLL ff- AN A[A1�hA;ED PKDTEL:70N ft(,t F/L,S')CJES fi-/4tT, FYi FRWECTIOH P00ey). iX; APW?1.JYCD LDDAL 3. VIJ IX A NCW f [XFLO`3JlF-F4Y.bC JUPi(;TCk WX WMI DIN 144T UMM IT) W% AKW, -E'RIdkAL ,11;*S FOP Sl'L.IrIW, POND APD CDNTROL ffiIPES. 4. SFMING FITTM♦G aWl RE CROIJC�1: Ht1d9;� THE EIS OR EOUSL TYPICAL �AFA FOR ALL (X*MRS EUWEN THE 1x1Mk#- PAWL AITU 1HC WnWF.L 5_ TW PLNP i.OWFOL PO4EL FNLLOSk" S+W 1 BF LWhR. 3R STANIF-- STFFL FTFIFD WM I A 3 PDMFT LCICKAM L IATCA I MB DLAD FTIIONT fREL h. Al C WCCTKJW TO TIC STATION %A I 9E INffaNW.Y-Y WE AND R)E PAVE) 111lwl MY111111F Fail Nor FIE LARTEFI In FHA- FTx Lim". RElL-TACI.E SHALL "f141T1]' ff"R wiS7 IHk.P1mll, �• ANTEPIIM 77R ??A - WA 7Tb1 -- -_ Z� .. 7 C, SEE MIRE F" SP g 1P 2 I J 1 I LIP — I ( n1EkA 7 J-F0X—\L CFI O;• T712 , , 4 4 jj)) (xY♦TI -L€R DUPI-{Dv, W/ ALTERIi1 OR RFC3T'TTL9� 03"D -T P,.�--PtiP� > RN STAL (1W) CTIK - ALARM AL,U31 FTTFQI STPf" -- - ._— .- 'FIFVFMY "3raIM I7TJ JF ^J.TTF / IL } IL x x ALAM STLIALL. RIJITfM - - PUMP STATION / ELECTRICAL ONE-IJNE DIAGRAM WS B1.1 LiF YAiERAALS OTY AJBI#i. IDES-F9F'TIIJN iRAIIMlF/M:I LIF�K, F"/Idll f f1R7TF.DIV. mvz, ku Q H;Ff1A:1L Ar:LYYiC7`xnC7Rx 1 t A!CY [LB Pc6 ;f 11� CSX id adivAR rwalwr IJAKAI IMEPW-G PUW dT[Al a 1 m a 9E8ESTN Iba a Qfaci.r n Q. am ,tv, SM IL QWk2rr.. . 511 a Quilt& TM a cw10 9Q n D01711s Sri. FL &Flo - — -- - - __- F T xM8 CM )M1R :[tacuct cc acm CanaL 1311DT Now* T 1 RRAS_ ♦ = IMO emw 6IF3IE2 -- - 6i c0cm ILEow 7 M61. ! "Mm gmwR- 6 OL 10MILM _ 1 9t Qmuna lei "At M DIm CC em LIO. !l09M. FIMIe17. MW-7f wax. CIx" _ I n-2 A am 1 it INN orrTr 19f ... 1 I w twtlWFT Ixar U`lIEut dLHJVD-i-!♦ - 1 AL AAB1 LL/f CA♦ARM� 1 WTINA72101 1 1 AM M8 AJw M;m A.Ai.11 SL.Am soIII1r _ -. 114 AV. Aft" _ SQ & 964i-atY7A/6 f i 1 Rt t IS Fiif <?(efs c$,r ua6 �r� &I'F'S6 ALIn-u9mErr. 7w-ftivn f�lr _ P'RAix 91i1C- P5_-lo -- 1 RM 8.1TRCFY FUSE IA.°GSNLIML AM Aft F Wo ITAI, Fw,1151 Fumm, i419-a - % 0. GST7--$fYT7fA alm ©w-uas Fes. ws-ci~�JfAe 21 - MS. fi':-603 -ww--as 1 A� A�EY "IaEc C SUCH 1 AM Ar�FY 1 FS I 0,0WITR i4?1"SM I = U9ttiWM AfSdSM I 1 1 ffi im _ Lr Ave 7" L'AD CLRia_F wi-wswt G'ff�il1 P6R8.9pC Aimwv E W-CF16 FUSS BULS CFS &C44XLIt� : , MW SILta' FL£M 6 QT3-016 fL11g F911JR, %WGo LFX R5-msss-ccc--o, - �� Q1i771 cm-- QT�, as-cn�AF�-az NRT F'IIpSkR, !S-tl5Cl11-C.2 ♦ 1 1 .lies TFS M R_!4W E:D1C ww —_-- I w�t�� 1,L>E" i1fElT1 d.>L1EY" ]lYf A.CC9f'iV'X{ -1-11 1— v 1— —11 —1 ..,.1-1 real .eye 1. ,- rHk- {X3NfW.E -W*1 IHTFWA" INTERRUPT RATW6 ,.HALL HE ETJW TO -4 AAILACLE +RUL.T 1'AT6i41ti.ivT AT 111E "I Of MIALLAIIC6I VITH A MHh&(# OF ??,S'AAO RW "-- I THKA AliM 2 ALL iUax :J-ALL K TFL:TNLLED PIER LATEST ADOPTED KMONAL a -LC- AL CnD£ (sue 70) A ALL FMIDGED CIDWAlS AEI) F'UINS, F3F.IM Ek THE IRE TWIJ AND TFE WMTFU PAWL SHILL 1E PN I:fvSEFF Rk* c.Q YANQ2ED STEEL . All BEI-OW LRAGE CVPCOTS S: ALL W SCIIIEDLki M PVC. 10. MOVDE ANT114Nk U AX AL L-.ABLF- WENNA TFTAST AVID ALL APPUIrTL11APdi C5 AS R£Cf%WFNFED 3Y TFE RTJ hAMt,iFlC7URER SEA CABLE TD = ANT NNA NAST 4TTH STAINLE.'�-- STEEL CABLE TIES AS RECAIAIAL?QJED BY T1'E RTU MP.W FACIU RIER 11. 0ONTIU-IM `_;IV4-_ F'ROVUC DIE TTLEA&TTRY !SYSTEM RTU N4) ALL REQUIRED SCADA CQLW'%W YT. THE TELEAETRY SYSTEM SHALL BF AS - AFTROAD 3Y THE CITY AND (MILL CZtW,.)RM TO TF+`:!R `>TAA&%=V . FS 111QU1RLp p R-NSF-IYAY =LVJEfiT i1a11EB1 CAP Pt� W1T IAf a- PVC PIPE SEWER PJAIN 6i< PYc ..;� P �PfR,Y U fi AVM- FVE - - - i Sr ;PVC 45• REND 41 P%C ISM NOTE: MARK ALL POINTS WHEPE SEWER SERVICES pLA(`t MEW CROSS CURB WITH A "S MARK IN CONCRETE. AS AEQLiI - RrGtiT-GF-way' 127 + / E0 S0L1f13T WEI DCAP ;TtdIH- f CONVE321 10 (XEAN--ClUi UPONNNAL CONNECUUH / TO CITY SYSTEM. FPIA.L GLADE 4. PVC PIPE DEPTH AS RcQ. PER CLEJJI(kIT I LN'lt_RTS AS SFO ON PLtAi & P,i`� EES t 6•x4' PVC ---� f3(kJSLE ilq'E _ E E'w'�'S pw PIPE 0y_ i '-45' EEMD OR SETTER MAN gs \fi PVC PPE garLONG PARft!S SWEP \ 6• PVC 45' 3END --- WYE IN I j SEVHER itdA+N I slRcl- viEw The 6n double wye should not be plu�iyeu, it needs to come up to gratfnd fevet to a 6" cleanot:t SANITARY SEWER_SE_ RVICE PVC DOU1 E- �%CE NOT TO SCALE CITY OF ZEPHYRHILLS !DECEMBER2015� STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT I 39825 ALSTON AVENUE ZEP#IYTOALLS, FLORTDA 33S42 s=6 PHONE (E13)76� t+028 1" (8131780-06f3 v J� 1 If a Drop is requfred, it is prekrred to increase the manhole diameter to a minimum of 5 feet and the drop be done insfde the manttnlo. PExrPW NCIO PVC PIPE Low;) G203 PVC PIPE I I 1;3A4JW4LE INFLUENT SEWER vi of F:PE (SLOF�: TO TEE -1 EX TEt%,D 6 INC4US OIA OF WALL OF 1AM*iME,. kVJCN EX1STitlGG CUT OFF TOP OF PIPE FGR EASE OF SLOPE) - CLEMINC BEAD ENTRY INWERT (SFF PLANS) PROADE I F TRAbZ,17,09 - I NECESS4RY — ; ylf�flt�t IFI I Cam, PVC ONLY... C400 PVC PIPE — ; 5' UN ALL 4t=0 —� — r •=" , LLa eaPRcxzrTE, CrlA�tl�fl T1�= EW-ASEMENT GHktdttiEL BOrTON, (SEE NOTE 2) GROUT IAT DI LL13 J C900 Pvc PIPE FLEXIBLE CONNECTOR - I FILL AMNIJLLIS SP4CE W,/4GN-3:,RM CROUT [JC]TES: i. UK IMS nPE C(W[ %r1TKTtd VYt- N TNVERI ECWA r DROP TS WFATER THAN 2 FEF- EF=LU 1 T, SL49ER j RWER-. PLUS i)-2F7 2. PROVIDE SMOOTH JF,ANPSITIZW IN Ct ANNTL BOTTOM ERNI 94FLUENT IE TO E=rLUEN1 IE. an MA14HOLE - DROP PIPE ----- his CITY ^OF ZEPHYRHILLS -- �- — -_ 2018 I NOVEMf3ER ! C, Iltd lsl_`AN�' ` STANDARD DETAILS CITY OF ZEPHYRHILLS UTQLITY DEPARTMENT < HI M-5 ALSTON AVENUE ZEPPIYRHR-LS, FLORmA 3nQ S-4 PHONE (813)789-032-9 FAX (8'13)T80-08T3 J J Uj cn Z W cn W J Wy Of z C] La m --A U Z VJ - LL Cn c 0 Q -L Qn c aW ; �W� L EL � U) a4i LLwl � EL �--- 00 J ❑ w 111 W Ld w [zq U) Qz Ct W U FriC Ou CYO (=jv Ul U3 Q w Ir ri z N 11r1i1� N X1 6 oLn w ti v y i Eci O U ; ltl I- .-. EL DATE 09A)32019 PRO-ECT NO. 1401013 SHEET NUMBER C21 0 Z Q CJ7 w (a1� Y 0 " D ELECTRICAL POWER DESIGNS P.O,BOX 272517 TAMPA, FL 33688 TEL:813-244-3473 email: carlos@epd-fl.com CARLOS M. ORAMA, PE. ELECTRICAL ENGINEER PE #60205 CA #27385 IISSUE REVISIONS CLIENT DGPS Construction PROJECT Trotters Crossing Lift Station ADDRESS Trotters Crossing, City of Zephyrhills, FL SHEET NAME Lift Station Specs JOB # BY E23-206 MAI ISSUE DATE 09.23.23 SCALE 1 11 = 201-011 THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER, COPYRIGHT R i No. 60205 ° ®° " STATE OF �i���S�•FGORIOP •��D�� CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY REGISTERED ENGINEER SHEET E-3 PREPARED BY 6 W U W U d I-- 6"Bla6 0 A2 IF C) 2�W E co C) 04 La C3 C%A FL Z co 0 ir rr W it 0 Ir E0 N 2 p 1 L - F U3 L_ P Co 0 6 C oncret' ELECTR)C METER SS STRUT WTM SS PIPE STRAPS FOR FANEL L#WNIINC. MAN BREAKER/ 035CMNECT -a _x NOTES, 1. ALL PIPE CON04ECTIONS TO WIFT MU 8'-W 0. MIPC SMALL BE D.I.P. 2. FUSH GRADE SHAU M 8' 8110W If WET WELL AM VALVE VAULT TDP 51� alVATIONS I!NDICATED. CDMBO CONTWX -CHECK V&VE M) SeCgADA PANEL M a Fj Km VALW OW) OF THE Q TY unuTY MANUAL Rr CWftW, ADWtElk IMM) hUDIIXX ALARM Fj 151 W ELS HORN POST— C0N7RM p"s. N1 Ile 4' 45' ElEa4 D Rem T, T -TI :=Rx pm EMERGENCY POKR�- I % REUPTACLE SCADA �__/ GROUT FLL"-;41 AND COAT PAN[a /0OAL-TAR EPDXY ENDS ALARM UGHT-_ S' HIGH -A DJY� PIFLI,"T __j wa it. rENCE SANITARY S10-P 3-2' M74.SCK W PVC (MIN. 1(f LF.) SCADA OONDUIT FOR PUIAP WN7RCLS, ANTIDINIA 11 AND 11 CONTROLS . ...................... � NOTE- ACTJAL LOCATION OF WNTROL PANEL SHALL BE FIELD "IFIED PLAN VIEW BY 714E CITY Or ZEPHYMILLS UTTLITY DWECTOR. WS ALARM L�GH CONTROL PANEL SEE EXKBIT Sm-21A illy Mlm .40 0 FROM MH OPENW., FE�C� a, coated STAINLESS SIM FLOAT 0 CA43LE SUROE SUPPIRIESSM, HANXR IN-LJNE BEFORE 4-DW VDIT CONTROL OANEL W/ VENT CAP Lima 1 J& 00 SEAL FIN_ Web EL CONDUIT FOR POWER SERMCE, (PVC _7� 0 im"amni! 2 3--2' MIN_ PVr_1 CONMY FOR r-,�p COkTRm_-%. POWR FLOAT CONTROU POVAM CABLE FROM PANEL 8OX ;dSER PIPE TO BE SDR�11 I 14DPE. MTH *ELDED MNTS, FLMGED 4;APRON 'V3=DDO psWI .,�, W.W SIN= D" PREFTERED. DOUSIS DWR ACCEPTABLE DOOR ACCESS HATCH w/LCFCKSET AND RECESSED HANDLE (36* XM' CLEAR OPENING) (HALLIDA�f PRWUCTS &3R3654) RISER PiPE M BE SDR-11 HDPE, VATH %ELDED JOINT& FLANGED AT EACH END WTH STAINLESS STEIEL MkC�MC COUPUNG W/ DUST CAP j &EAT Sm Pff SUpPmT SE DUAL 4' PLUG VALVE 6'xC REDUCER 45' BEND (Typ-5 'Ae I N, ? .6 4� -v NOTE LOK LIFT STATION 409�) LOCATION OF I SITE SHALL BE 25� x 25' - If' GATE TO BE DETENAM LIFT STAMON IS TO BE BY 'THE CITY OF ZEPHYRHILLS EQUIPPED VATH STAND RY LITITLITY DEPARTMENT GENERATOR, MIN. STIE SHALL 7' Black PVC coated Chain Link double gates D" LfTm HAN[Af -VAaT AID= DODAS -V mom OR AL EXPOSED U)GES j X FLG LO%G RAD ELS I I Ir f 313UT To Gvm a Ix -mz WEL 17 t PVC DRAIN (4X SLOPQ Ir (TW) -r-- P-trap in wet w, STAINILESS STEEL PUMP M P- EYE CABLE STAWLESS STEEL SCK 40 PUkAP GL4DE RALS (2) PER PUMP PER PUMP MAWL&q?f&RER - V NX L k= _ 5 T E E L v mA q W_ ALARJA EL 12&,30 AT EACH ERD VA7H STAJNLESS STEEL aimw fmm A I k-' PIMO ON & AJ ARU L4HT fLm - 127-80 D.LP. INFLUENT LEAD PLIMP ON EL S"TANY Smf�_, (WN. 10 LF.) ALL PUUPS OFF EL 1.24.30 12 VOLT FLOAT ALTERNAW- LEAD LAG SEQUENCE uQuiD LEVa CCNTRW­::� -4 - AVUP CA TA I OR APPROWD EOUAL Er PUMP GROUT-! A* BASE ELBOW HYDROMATIC f6 BARS- 12- OC LW, o H4H AO= 0AN" 12' 1 1.750 _pg -1 .750 12,2-30 oil pump Sa AtItLr POWER 221 76.547 -01 1 A jo WWX jl� _0 4 rCL17010m _430V/30 ZLEembrAL AL r X2 11 WN. 3/4 DLk x III- STAJ9-ESS STEEL ANCHOR B(XTS TO EXTEND 7' IN TO 0 A_'� *NOTF- ELECTRtCAL REWRWID47 TO SECTION BE VER11FIED BY CONTRACTOR. WS pump,voltages inless stated otherwise -5-hp - 20hp Tsurumi C Series, 25hp+ Hydromatf C NOTES: I . PUMPS: SHALL BE - , SUBMERSIBLE PUMPS.PUMPS SHALL HAVE (2) 2- STAINLESS STEEL GUIDE RAILS PER F, MP AND A BPI FRONT TRI'mLEX SYSTEM. 2. LEVEL CONTROLS, 3HALL BE IN ACCORDANCE MTH SECTION 8 OF THE CITY U71LITY MANUAL. 3. INET WELL ACCESS COVER: SHALL HAVE CLEAR OPENING OF 36"xI34�; AS MANUFACTURED BY HALLIDAY PRODUCIS OR APPROVED EQUAL. ACCESS FRAME AND COVER SHALL HAVE A 1/4- THICK ONE-PIECE� MILL FNISH, EXTRUDED ALULNNUM FRAME, INCORPORATING A CONTINUOUS CONCRETE ANCHOR. DOOR PA14EL(S) SHALL BE 1/4- ALUMINUM DIAMOND PLATE, REINFORCED TO WTHSTAND A LIVE LOAD OF 300 psf. DOOR(S) SHALL OPEN TO 90- AND AUTOMATICALLY LOCK WTH STAINLESS STEEL HOLD OPEN ARMS W1TH ALUMINUM RELEASE HANDLES. DOOR(S) SHALL CLOSE FLUSH WTH THE FRAME. UNIT SHALL LOCK WTH A NONCORROSIVE LOCKING BAR, FRAME SHALL SUPPORT GUIDE RAILS AND CABLE AOLDER FOR ELECTRICAL WIRING. ALL ACCESS FRAME, COVER, AND HARDWARE SHALL K CONSTRUCTED OF STAINLESS STEEL. ALL SURFACES IN CONTACT WTH CONCRETE SHALL HAVE A SHOP COAT OF ZINC CHROMATIC PRIMER APPROWD ALKALI RESISTANT PAINT OR APPROVED PROTECTIVE COATING. DOUBLE DOOR ACCESS COVERS SHALL HAVE REMOVABLE CENTER BAR SUPPORT. WER MUST BE COMPATIBLE V4TH PUMP. 4. VALVE VAULT ACCESS COVER: SHALL HAVE CLEAR OPENING OF 36*xB4' ACCESS AS MANUFACTURED BY HAWDAY PRODUCTS OR APPROVED EQUAL. ACCESS FRAME AND COVER SHALL HAVE A 1/4- THICK ONE-PIECE. MILL FINISH, EXTRUDED ALUMINUM FRAME, INCORPORATING A CONTINUOUS CONCRETE ANCHOR. DOOR PANELrS) SHALL BE lle ALUMINUM DIAMOND PLATE, REINFORCED TO Iff-HSTAND A LIVE LOAD Of 300 psf. DOOR(S) SHALL OPEN TO 90* AND AUTOMATICALLY LOCK WTH STAINLESS STEEL 14OLD OPEN ARMS WTH ALUMINUM RELEASE HANDLES. DOOR(S) SHALL CL3SE FLUSH WITH THE FRAME. UNIT SHALL LOCK VATH A NONCORROSIVE LOCKING BAR. ALL ACCESS FRAME, COVER, HARDWARE, AND FASTENERS SHALL BE CONSTRUCTED OF 316 STAINLESS STEEL. ALL SURFACES IN CONTACT VATH CONCRETE SHALL HAVE A SHOP COikT OF ZINC CHROMATIC PRIMER, APPRCNED ALKALI RESISTj%NT PAINT OR APPROVED PROTECTIVE COATING. DOUBLE DOOR ACCESS COVERS SHALL HAVE REMOVABLE CENTER BAR SUPPORT. COVER MUST BE COMPATIBLE WtTH PUMP. 5� ELECTRtCAL SERVICE ENTRANCE: PROVIDE METER SOCKET AND MAIN MCONNECT MEETING APPLICA13LE ELEC_ff;C CODES AND REQUIREMENTS OF POWER COMPANY. UGHTNING AND VOLTAGE SURGE PROTECTION TO BE PROVZDED.**COST FOR THE ELECTRICAL SERVICE AND COORDINATION SRALL BE THE RESPONSIBILITY OF THE CONTR/kCTOR. 6. RESERVED FOR CIT( USE 7. RESERVED FOR QT( USE & VALVE VAULT : PRECAST CONCRETE 60"x 84" (MINIMUM) INSIDE DIMENSIONS. 9. STEEL PLACED IN BOTTOM SLAB IS TO 13E 1001nCAL TO THE TOP SLAB EXCEPT THAT DiAGNAL BARS AND OPENINOS ARE ELIMINATED, STEM IS CONnNuOUS AND SLAB IS SOLID. 10. CONTRACTOR TO CIINFIRM SERMCE ARRANGEMENTS WTH POWER COMPANY BEFORE COMMENCING WDRK. CONTRACTOR TO RUN UNDERGROUND WRINn TO NEAREST TRANSFORMER OR HAND HOLE. 11. ALL FASTENERS Oh FLANGES AND ETC- INSIDE WET WELL WLL BE STAINLESS STEEL. 12. DIMENSIONS BETWEIN- CENTERLINE OF PIPES ARE STANDARD FOR PIPE SIZES SPECIFIED. 13. SHOP DRAWINGS Ch- ENTIRE INSTALLATION MUST BE APPROVED BY CITY PRIOR TO PLACEMENT OF ORDER. 14. RESERVED FOR CITf USE 15. ALL EXPOSED AND EMBEDDED CONDUITS TO BE SCHEDULE 80 PVC. 16� ALL EXPOSED METAL SHALL BE PAINTED NTH TWO (2) COATS OF EXTERIOR BLACK ENAMEL PAINT. 17. ALL EXTERNAL PIP140 SHALL BE DUCTILE IRON CLASS 50 (FLANGED JOINT FOR EXPOSED PIPE & MECHANICAL JOINT FOR BURIED PiPE). ALL INTEERNAL WET WELL PIPING rRom THE PUMP DISCHARGE ELBOW TO THE VALVE ROX SHALL BE MINIMUM SDR-11 HDPE. 19. ALL DIMENSIONS AND LOCATIONS OF UTILITIES TO BE FIELD VERIFIED BY CONTRACTOR, 19. PRESSURE GAUGES SHALL BE STAINLESS STEEL NTH STAINLESS STEEL DIAPHRAGM. UQUID FILLED, 4" DIAMETER DIAL NTH 0-100 psi RANGE. GAUGES SHALL BE AS MANUFACTURED BY Y&A, LOWER MOUNT. TYPE 233..W AND DIAPHRAGMS SHALL BE AS MANUFACTURED BY HYETT. MODEL 43MCR-01 OR APPROVED EOU4LS. 20. RESERVED FOR CIr( USE 21. PADLOCKS FOR ACCESS COVERS AND CONTROL. PANEL SHALL BE AS DIRECTED BY THE CITY 22. SEWPER Coat WET WELL TO SE HV,�r� p1mqu BRIM. A No. '7' IMF— 23. SOD ALL AREAS DI' TLRBED BY CONSTRLCTICk 24. ALL ALUMINUM SURFACES IN CONTACT NTH CONCRETE VOLL REQUIRE SHOP COATING OF SUITABLE PROTECTIVE COATING TO RESIST CORROSION. 25. BYPASS PUMPING: CONTRACTOR SHALL BE RE!iPONStBLE FOR ALL BYPASS PUMPIN& A BYPASS PUMPING PLAN SH�LL 13F SUBMITTED AT THE ' "IME OR PERMIT APPUCATION TO THE ENVIRONMENTAL SERVICES DIRECTOR. CJTjZEN CONSIDERATION WLL BE REVEWED MiEN BYPASS PUMPING EQUIPMENT IS REOWRED. SOUND ATT17-NUATNG ENCLOSURES MAY BE REQUIRED, AT THE DISCRETION OF THE ENVIRONMENTAL SERVICES DIRECTOR. 11- FUCO MUDEL e25YA I ZO. OLLQ =11Ngn THE CONTRACTOR SHALL FURNISH THE SER CES OF THE SYSTEM SUPPLIER'S WRTICAL 4'W CALY. SM PIPE w/ END W FLOW IN MZDNTAL FLOW OUT I F CEePRESSURE a _W_ �3/4:- HOSE BM SERMCEMAN. ALL 5tPECIAL TOOLS, CALIBRATOI\ EQUIPMENT. AND LABOR TO PERFORM THE TESTS. 6W Amn-ow CERTIFIED COPIES (IF THE TESTS SHALL BE FURNISHED IN DUPLICATE TO THE CITY ENGINEER PRIOR PREYINTER, Oft MIPROMM EOJAL-1 �Ik &AW ONSTA11JER SHALL PROMDE STRAP 11' AWMINUM PIPE TO TO FINAL APPROVA_ CEIRTIMCATION THAT I3MXFLCW '��,�POZT * STANUM STEEL PKvmTER Is WOMING a Xv. INSTAUM C"EC%Y.) J P' '7ASF '*\Drl NOTE S_ 27.0 31 FROM TRIPLEX -DRAWING HF -2'. ANY S,7Ar--.N *TI-'C0qF -'-%R W�RE 4� .%4 "ATLWS FLOWIND To IT n-PAILL A C_r%4[pA_tR 14TCF' SLAB CF UrT STATION 16. GENERA70R 5H.kLL NO PCSrT�_'T-tEb CvLk 'TOP OF ANT MAJN FjWLC- '�4 11- GALV. STEEL PIPE FRESH %1\jEp, rj J rE C -yan H OA, 11' WATER SMVIM: Yi. WNIOLIM *ELL D[:!-T�- uuST ALLCAi 70P 3 Of IW p 0.- 1 N C: I�W_j L U A%m i6murmor RE 0a C3 z " N C, MEW �-o za: z< GO) rr La - ED s PLAY, ZZ 7 i3o2 '-C z r, 0 1 [a 0 12 m 94 _j 2f LILI U) z U) Uj _j W 0 (9 z (j) - LL M U) 0 _j LLJ C(L ) W U) rf PQ Z 0 W 10 W- P iLL U) Li 0 Er 2 W LL_ tr (L :D LLJ LL! LLI z z CC 00 00 C) r) 04 C1 U C3 0 AND FJUP -T;Dfl"r-; GfiCE FLACEIC, DIM �Jri6 A,.Nf f&,'LfWr4LL; 1 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 0 W HOSE BIBB (W STR[E7 jr N'D DRECT FLOP iN70 Ti4E v&:T AELL T > W (n 00" A m z 0 W .11 fr Ir :3 DUPLEX LIFT STATION CITY OF: ZEPHYIRHILLS STANDARD DETAILS CITY OF ZEPHYRHILLS UTILITY DEPARTMENT 39825 ALSTON AVENUE ZEPHYRHILI-S, FLORIDA 33542 PHONE 1'813)780-0029 FAX (8*13)780-0613 9 IL LO 0 U_ NOVEMBER 20191 j _j U1 Lo -1K I- Z LLJ 0 C) z _j g LL DATE 09/03/2019 PROJECT NO. 1401013 SHM NUMnER C22 - ELECTRICAL PO#WERDESIGINS P.O.BOX 272517 TAMPA, FL 33688 TEL:813-244-3473 email: carlosgepd-fl.com CARLOS M. ORAMA, PE. ELECTRICAL ENGINEER PE #60205 CA #27385 IISSUE REVISIONS CLIENT DGPS Construction I PROJECT Trotters Crossing Lift Station ADDRESS Trotters Crossing, City of Zephyrhills, FL SHEET NAME Lift Station Specs JOB # BY E23-206 MAI ISSUE DATE 09,23.23 SCALE 1 11 = 201-011 THESE PLANS MAY NOT BE COPIED OR MODIFIED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER, COPYRIGHT R "�Jjjll I III/// //., ISI� '*' S M. 0 �jq 'K Z_ No.60205 , OX 0 STATE OF 4OR0- - ZONAL 111111111W� CARLOS M. ORAMA, PE NOT VALID UNLESS SIGNED & EMBOSSED BY A REGISTERED ENONEER SHEET E-4