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DREPARED BY
<br />There shalt be no side penetrations in the control panel, dlsronnect, meter can, etc.
<br />AD conduits shoutd be routed underground before conning back up to the next appurtenance
<br />AEAP.m STHCx3E
<br />Ci"y'ER.i�iR F&CEPFAf..Tf —�`
<br />MMIRE GROUND wn PR
<br />1 WPA 7C RvwwwIA ws CM)
<br />1 �a 9AtiE COFFEE
<br />GROC+A70 MRF
<br />GAD % D G1904AQ
<br />MRE 10 0 Irmo I=
<br />j
<br />31r.10' COPF!T CLAD
<br />1
<br />- STEEL E&OL:2M RLB
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<br />I
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<br />S-21E
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<br />I
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<br />// 6"XGX10'-Q PRECAST 1'04CRETF
<br />-CST KIM 2#4 REW (T,'P)
<br />- STA'IEESS STEEL STRUT (7-M). AITA04 TO
<br />PO, S WIH ,^AWFESS STEEL
<br />A!L-'H4J1JS, NJTS. & LOCK WASHERS.
<br />_ ATMCH E,^,t1Yr'Wtg *17H STAhLESS STEL
<br />FiAPDWARE
<br />Split seal type
<br />_ "F�p'I!!!lC7QGAG
<br />Fmw. ter. aF Eck Sm IN
<br />y✓ ACLDRDMCE MATH CONDUIT SCHEDULES
<br />_ PVC c LYARDUITS
<br />PROM
<br />QUAN ITV AS REOWRED
<br />F6aStFP ±,RACE
<br />z
<br />3
<br />+a tr11I18 10 POLE-UGWED TRMSFOWERS
<br />BACK F&L PITH
<br />CONCRETE S UN
<br />ALL SAKES
<br />FRONT VIEW
<br />(FACES NCIT2TFH)
<br />CONTROL PANEL DETAIL
<br />NTS
<br />M P ICE
<br />alf, rti (TYP)
<br />PLAN
<br />CHANNEL WIDTH TO
<br />MATC" THE EFFLUENT
<br />SEWER JAPE DIETER
<br />i PTFLUEfdT f EFELUEtdT SFVYFR F"PE 1/2" PER FT
<br />—: gL#C { SLOPE
<br />fl. {Tflti'i (T-y1')
<br />3/4 OF EFFLUEW
<br />PIPE fD (MIN)
<br />LI-SfikPEp
<br />T;F Ate,EL
<br />ALL INVERTS SHAD BE CONtSTRUC7ED IN A MANG ALLOW FOR EASY INSERTION OFF
<br />A SEWER il,, AMERAff-RMSPORTER
<br />=TE:
<br />IP(AYEL SLOPES AND CI-UINIELS
<br />SM001H 10 PREVENT COLLECTION OF
<br />MANHOLE - U-SHAPED CHANNEL
<br />NTS
<br />DECEMBER 2015 _ -- ! ECE MBER 2015 I�EOYEifABER 2it18
<br />CITY OF ZEPHYRHILLS — CITY OF ZEPHYRHILLS CITY OF ZEPHYRHILLS
<br />STANDARD DETAILS ""14� STANDARD DETAILS I! i -"" P STANDARD DETAILS
<br />CITY LLS LfTG.ITY DEPARTMENT
<br />OF ZJ-PETYREii � CITY OF ZEPi1YR1ifl_L& UTltrTY QEPARTTIIENT t CITY OF ZEPi'iYT2HJLLS UTILITY DEPARTMENT
<br />146- 039825 ALSTON AVENUE ZEPHYRMLLS, FLORTOA 33542 39825 ALSTON AVENUE ZI PHYRHRiS, FLORHYA 33'542
<br />I 39825 ALSTON AVEJtlUE ZEPHYRHILLS, I'i-Oi2ID/L 33Ii42 'Sw2lk
<br />I
<br />PHONE (i13rM-DD3TE FAX f9i3)7d 4613 -- -- I PfH7ME (B73}78fl-0024 FAJT 8t3)78fl�13 S m2 1 � �SAB
<br />( I PHONE {813)780-A029 FXX (813)T80-0513
<br />POWER AND CONTROL WIRING SCHEDULE
<br />:3RCtQT
<br />'VIER
<br />STARTER
<br />1177E
<br />R)WR (IZG/240 VOLT, ,'.a, 4W)
<br />11fiijN T'i?+II
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<br />4. SFMING FITTM♦G aWl RE CROIJC�1: Ht1d9;� THE EIS OR EOUSL TYPICAL �AFA FOR
<br />ALL (X*MRS EUWEN THE 1x1Mk#- PAWL AITU 1HC WnWF.L
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<br />RElL-TACI.E SHALL
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<br />S: ALL W SCIIIEDLki M PVC.
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<br />AS R£Cf%WFNFED 3Y TFE RTJ hAMt,iFlC7URER SEA CABLE TD =
<br />ANT NNA NAST 4TTH STAINLE.'�-- STEEL CABLE TIES AS RECAIAIAL?QJED BY
<br />T1'E RTU MP.W FACIU RIER
<br />11. 0ONTIU-IM `_;IV4-_ F'ROVUC DIE TTLEA&TTRY !SYSTEM RTU N4) ALL
<br />REQUIRED SCADA CQLW'%W YT. THE TELEAETRY SYSTEM SHALL BF AS
<br />- AFTROAD 3Y THE CITY AND (MILL CZtW,.)RM TO TF+`:!R `>TAA&%=V .
<br />FS 111QU1RLp p R-NSF-IYAY
<br />=LVJEfiT i1a11EB1
<br />CAP
<br />Pt� W1T IAf a- PVC PIPE
<br />SEWER PJAIN 6i< PYc ..;�
<br />P �PfR,Y U
<br />fi AVM- FVE - - - i
<br />Sr ;PVC 45• REND 41 P%C ISM NOTE: MARK ALL POINTS
<br />WHEPE SEWER SERVICES
<br />pLA(`t MEW CROSS CURB WITH A "S
<br />MARK IN CONCRETE.
<br />AS AEQLiI
<br />- RrGtiT-GF-way'
<br />127 + / E0 S0L1f13T WEI DCAP
<br />;TtdIH-
<br />f CONVE321 10 (XEAN--ClUi
<br />UPONNNAL CONNECUUH
<br />/ TO CITY SYSTEM.
<br />FPIA.L GLADE
<br />4. PVC PIPE
<br />DEPTH AS RcQ. PER CLEJJI(kIT
<br />I LN'lt_RTS AS SFO ON PLtAi &
<br />P,i`� EES t
<br />6•x4' PVC ---�
<br />f3(kJSLE ilq'E _ E E'w'�'S
<br />pw PIPE
<br />0y_ i '-45' EEMD OR
<br />SETTER MAN gs \fi PVC PPE garLONG PARft!S SWEP
<br />\ 6• PVC 45' 3END
<br />--- WYE IN
<br />I
<br />j SEVHER itdA+N
<br />I slRcl- viEw
<br />The 6n double wye should not be plu�iyeu, it needs to come up to gratfnd fevet to a 6" cleanot:t
<br />SANITARY SEWER_SE_ RVICE
<br />PVC DOU1 E- �%CE
<br />NOT TO SCALE
<br />CITY OF ZEPHYRHILLS !DECEMBER2015�
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTILITY DEPARTMENT
<br />I 39825 ALSTON AVENUE ZEP#IYTOALLS, FLORTDA 33S42 s=6
<br />PHONE (E13)76� t+028 1" (8131780-06f3
<br />v
<br />J�
<br />1
<br />If a Drop is requfred, it is prekrred to increase the manhole diameter to a minimum of 5 feet
<br />and the drop be done insfde the manttnlo.
<br />PExrPW NCIO PVC PIPE
<br />Low;) G203 PVC
<br />PIPE I
<br />I 1;3A4JW4LE
<br />INFLUENT SEWER vi of
<br />F:PE (SLOF�: TO TEE -1 EX TEt%,D 6 INC4US OIA OF WALL OF 1AM*iME,.
<br />kVJCN EX1STitlGG CUT OFF TOP OF PIPE FGR EASE OF
<br />SLOPE) - CLEMINC BEAD ENTRY
<br />INWERT (SFF PLANS)
<br />PROADE I F
<br />TRAbZ,17,09 -
<br />I
<br />NECESS4RY — ; ylf�flt�t IFI I Cam, PVC ONLY...
<br />C400 PVC PIPE — ;
<br />5' UN ALL 4t=0 —� — r •=" , LLa
<br />eaPRcxzrTE,
<br />CrlA�tl�fl T1�=
<br />EW-ASEMENT GHktdttiEL BOrTON,
<br />(SEE NOTE 2)
<br />GROUT
<br />IAT DI LL13 J
<br />C900 Pvc PIPE
<br />FLEXIBLE CONNECTOR - I
<br />FILL AMNIJLLIS SP4CE
<br />W,/4GN-3:,RM CROUT [JC]TES:
<br />i. UK IMS nPE C(W[ %r1TKTtd VYt- N
<br />TNVERI ECWA r DROP TS WFATER THAN 2 FEF-
<br />EF=LU 1 T, SL49ER j
<br />RWER-. PLUS i)-2F7 2. PROVIDE SMOOTH JF,ANPSITIZW IN
<br />Ct ANNTL BOTTOM ERNI 94FLUENT IE
<br />TO E=rLUEN1 IE.
<br />an
<br />MA14HOLE - DROP PIPE
<br />----- his
<br />CITY ^OF ZEPHYRHILLS -- �- — -_ 2018
<br />I NOVEMf3ER ! C,
<br />Iltd lsl_`AN�' `
<br />STANDARD DETAILS
<br />CITY OF ZEPHYRHILLS UTQLITY DEPARTMENT <
<br />HI
<br />M-5 ALSTON AVENUE ZEPPIYRHR-LS, FLORmA 3nQ S-4
<br />PHONE (813)789-032-9 FAX (8'13)T80-08T3
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<br />DATE
<br />09A)32019
<br />PRO-ECT NO.
<br />1401013
<br />SHEET NUMBER
<br />C21
<br />0
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<br />ELECTRICAL POWER DESIGNS
<br />P.O,BOX 272517 TAMPA, FL 33688
<br />TEL:813-244-3473
<br />email: carlos@epd-fl.com
<br />CARLOS M. ORAMA, PE.
<br />ELECTRICAL ENGINEER
<br />PE #60205 CA #27385
<br />IISSUE REVISIONS
<br />CLIENT
<br />DGPS Construction
<br />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 />i
<br />No. 60205 °
<br />®° " STATE OF
<br />�i���S�•FGORIOP •��D��
<br />CARLOS M. ORAMA, PE
<br />NOT VALID UNLESS SIGNED & EMBOSSED BY
<br />REGISTERED ENGINEER
<br />SHEET
<br />E-3
<br />
|