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<br /> $e(toor NON-(lOG P,tge 110
<br /> Odle<l ruRU~RY 1995
<br /> lL\'.t"Y""" \ifMJ!I \ m
<br /> ~;~m~~,e :.~ n
<br /> --
<br /> - - . . - - - -
<br /> 36
<br /> -
<br /> 10 - .. . -
<br /> n . .
<br /> k1O'(': - . .. -
<br /> ",.. . j
<br /> '~ ' " - -
<br /> 28t.)~_~3~\
<br /> 8 ~., :
<br /> '~' I . r "
<br /> 40"' \4.1:>;iQ\\' . :
<br /> ..), 'i - ',/' ,Sh W"
<br /> 24 t4(+
<br /> !2 m10 ~ '"'
<br /> ~6 (~D .,
<br /> I- s.4\ '. . ~
<br /> ~ ~ ~~ ,"
<br /> >: r-::-.. ' f ,-
<br /> " I ~,
<br /> 16 !.~ OIA ~. ~ W--:S3\;--
<br />- - '~ . - 1'-',
<br /> 6)ftDt.( _ ' I , !-....',. ,I /~
<br /> .",- '::1.: . "'"
<br /> 4 ""'~ po "'t,
<br /> I1t~~ ~ ~ ~ I ' I
<br /> ~r. ~"" .~ IA" I
<br /> !!!~j~ "I.. I
<br /> , --~ .i
<br /> 2
<br /> . IHP
<br /> 7 l-. - .f:' 1-'
<br /> l'ilo - I"'
<br /> I 4-
<br /> .' - I"'
<br /> 4 3/4
<br /> .,!r)t
<br /> I
<br /> { I
<br /> U.s. Gr1I SO \00 IIG 200 21G 300 JIG 100\
<br /> I--
<br /> MlfltR 0 40 60 80 100
<br /> The CU<'<<lS ,r.t<tcl fY\ft>."""" port"",,~ ct\61acte<i.:<:s wttllovl e,~e6ng!\AI iO<ld tNamepl.lej ho~ ,., PUmp$ '"
<br /> ~. ~ fact'" of 12, Opef1lliolllS rocommonded In the bWndod area W1tI1 opel.tional poInI within tlle CUIvt inil. '.-/
<br /> p~ curves III' based on <lCluall~1I with clear ".I(j( al )f]' F, and \ 200 I~ sit. elevetion.
<br /> Condrtions '" Service: A v~ ,~~(~~~,~~~ Os
<br /> HYDROMATIC PUMPS GPM:_ TOH:_
<br />
<br />ELECTRICAL HUB
<br />
<br />WARNING HORN
<br />
<br />
<br />
<br />"'" WARNING LIGHT
<br />
<br />..
<br />
<br />CONTROL PANEL
<br />PER F.D,E.P. MIN. REQUIREMENTS
<br />
<br />POTABLE WATER SOURCE
<br />W/BRASS HOSE BIB AND
<br />FXF BALL VALVE W!LOCKABLE
<br />PADWINGS AND 3/4- R.P.Z.
<br />ASSEMBLY APPROVED (U~
<br />
<br />LOCKABLE COVER
<br />
<br />
<br />
<br />3/4~ CALVo
<br />PIPE
<br />
<br />GALV. PIPE STRAP
<br />2-REQD TOP /BOTI.
<br />
<br />
<br />slope away
<br />
<br />.
<br />oJ
<br />....
<br />
<br />GROUND RO
<br />PUMP POWER
<br />CABLE IN CONDUIT,
<br />
<br />
<br />181/
<br />
<br />CONDUIT, PUMP POWER CABLES
<br />& LEVEL CONTROL CABLES
<br />
<br />ELEVA TIONS:
<br />
<br />ALARM
<br />BOTH PUMPS ON
<br />LEAD PUMP ON
<br />BOTH PUMPS OFF
<br />
<br />80.50
<br />80.00
<br />79.50
<br />76.50
<br />
<br />S.S, LIFTING CABLE
<br />
<br />S,S, LIFTING BAIL
<br />
<br />PUMPSPECIFICA TIONS
<br />
<br />2
<br />HYDROMA TIC PUMPS
<br />S4N200M3-6
<br />
<br />PUMPS REQUIRED
<br />MANUFACTURER
<br />MODEL NUMBER
<br />PUMP SIZE
<br />CAPACITY EACH (GPM)
<br />TOTAL HEAD (FEET)
<br />IMPELLER DIAMETER
<br />MOTOR HP REQUIRED
<br />SPEED (RPM)
<br />ELECTRICAL
<br />
<br />76,0 BOTTOM
<br />ELEVA TION
<br />
<br />4"
<br />
<br />80
<br />15
<br />6.90"
<br />1.5
<br />1150
<br />3 PHASE
<br />
<br />72/1
<br />
<br />--
<br />
<br />
<br />HOOKUP
<br />
<br />TOP ELEVAnON TO BE
<br />AT OR ABOVE
<br />.'00 YEAR FLOOD"
<br />WHERE APPLICABLE
<br />
<br />
<br />/
<br />
<br />
<br />
<br />
<br />
<br />... ".
<br />
<br />. .. ... .. ,-- .:.
<br />
<br />. .
<br />". .. 4.
<br />
<br />I.
<br />
<br />84"
<br />
<br />...
<br />
<br />6;01
<br />
<br />1
<br />
<br />
<br />
<br />51
<br />
<br />@
<br />
<br />
<br />AUXILIARY PUMPING ACCESS
<br />
<br />ALUMINUM CIHECKERPLA TE COVER
<br />WITH LOCKING HASP
<br />
<br />
<br />TOP EL. 88.50
<br />
<br />slope away
<br />~-
<br />
<br />4"C.1.
<br />
<br />31
<br />
<br />
<br />4"PVC F.M.
<br />
<br />slope to drain
<br />~
<br />
<br />"- 4" GATE VALVE
<br />
<br />4"C.1.
<br />
<br />INV. EL. 84.50
<br />
<br />CONe. VALVE
<br />UPPORT
<br />4" GATE VALVE
<br />
<br />
<br />~ 4" CHECK VALVE 12,5'
<br />
<br />2 SS GUIDE RAILS PER PUMP, SIZE AS
<br />REQUIRED BY PUMP MODElL, CUT TO FIT
<br />
<br />J
<br />
<br />eJ-
<br />
<br />CALCULA TIONS
<br />
<br />813.70 TIE IN @ EXIST. M.H,
<br />76.00 BOTTOM OF PROPOSED L.S.
<br />TO.7' STATIC HEAD
<br />
<br />770' - 4" PVC FORCE MAIN
<br />
<br />7.70 x 0.415= 3.19' FRICTION (USE 3.2')
<br />
<br />10.7
<br />+ 3.2 (FRICTION)
<br />
<br />=13.9
<br />=USE 15' TOTAL DYNAMIC HEAD
<br />
<br />
<br />
<br />AMMETER
<br />PUSH M/a
<br />
<br />o
<br />o
<br />
<br />FSI FS2 FS3 FS4
<br />0000
<br />MOIST 2
<br />o
<br />RUN 2
<br />o
<br />
<br />MOIST 1
<br />o
<br />RUN 1
<br />o
<br />
<br />
<br />AL
<br />
<br />ORa Mca Eca
<br />
<br />000
<br />
<br />LEGEND
<br />
<br />AL = ALARM LIGHT
<br />AH = ALARM HORN
<br />ASB = ALARM SILENCE BUTTON
<br />FS1,2,3,4 = FLOAT SWITCH 1,2.3,4
<br />ET = ELAPSED TIME METER
<br />DRB = DUPLEX RECPT. BREAKER
<br />Mca = MAIN CIRCUIT BREAKER
<br />ECB = EMERGENCY CIRCUIT BREAKER
<br />CCB = CONTROL CIRCUIT BREAKER
<br />MB = MOTOR BREAKER
<br />M/B = MOMENTARY BUTTON
<br />SSF = SHAFT SEAL FAILURE INDICATORS
<br />
<br />
<br />NOTE: PANEL DEAD FRONT
<br />CONFIGURATION MAY DIFFER
<br />FROM THAT SHOWN.
<br />
<br />LIGHTNING ARRESTOR SHALL BE INSTALLED IN PANEL
<br />
<br />TYPICAL PANEL BOX
<br />LAYOUT
<br />
<br />ENGINEERING,
<br />CONsrrRUCrrION
<br />CONSUL'rANTS, INC.
<br />
<br />ICENSED PROFESSIONAL ENGINEERS:
<br />E.B. # 8342 ROBERT F GR
<br />. EEN P,E. # 13955
<br />JOB NAME: DRAWN BY: LAZ
<br />ZEPHYRHILLS PROJ.'ESSIONAL CENTER "'
<br />A.K.A. EAST PASCO PROFESSIONAL PARK SCALE: 1 = 30
<br />LOCATION: SOUTH SIDE OF DAUGHTERY ROAD DATE: 4/3/2006
<br />WEST 01.' US 301 (GALL BLVD.) JOB NUMBER
<br />DESCRIPTION: L1Ff STATION 06-06
<br />
<br />88.0x GRADE
<br />ELEVATION
<br />
<br />& PHASE 2
<br />REV.
<br />FOR APPROVAL:
<br />R & R APPROVAL
<br />
<br />
<br />NO SCALE
<br />
<br />PUMP STATION NOTES
<br />
<br />1. ALL ELEVATIONS ARE MEAN SEA
<br />LEVEL DATUM .
<br />2. THE CONTRACTOR SHALL NOTIFY
<br />ALL UTILITY COMPANIES WHEN WORK
<br />IS STARTED,
<br />3. CONTRACTOR SHALL VERIFY ALL
<br />DIMENSIONS, CLEARANCES, ORIENTATIONS,
<br />AND LOCATIONS OF ALL EQUIPMENT WITH
<br />THE RESPECTIVE CONTRACTORS,
<br />4, INSTALLATION OF COVER, PUMP ANCHOR
<br />BOLTS, GUIDE RAilS, AND RELATED COMPONETS
<br />MUST BE COORDINATED WITH APPROPRIATE
<br />EQUIPMENT MANUFACTURERS.
<br />5, THE CONTRACTOR IS TO PROVIDE
<br />CALCULATIONS TO SHOW THAT BOUYANCY IS
<br />OVERCOME FOR THE SYSTEM SHOWN ON SHOP
<br />DRAWINGS SUBMITIED FOR APPROVAL.
<br />6. THE WETWELL EXCAVATION SHALL REMAIN FULLY
<br />DEWATERED UNTIL BACKFILLING IS COMPLETED.
<br />7. PUMP STATION SHALL BE CONSTRUCTED IN
<br />ACCORDANCE WITH REQUIREMENTS OF ZEPHYRHILLS U.D.
<br />
<br />8, A 3/4" WATER SERVICE SHALL BE INSTALLED
<br />TO THE PUMP STATIOtWITH 3/4" RPZ ASSEMBLY
<br />9, CONTRACTOR SHALL VERIFY POWER SUPPLY,
<br />COORDINATE WITH POWER COMPANY, AND INSTALL
<br />ELECTRIC SERVICE TO PUMP STATION,
<br />
<br />10. 'IYPE A"= PLUG VALVE, 4" CAM LOCK FEMALE TiPE
<br />
<br />11, CONTROL PANEL SHALL BE ABOVE THE 100YR, FLOOD ELEV,
<br />
<br />12, GRADING AROUND LIFT STATION & VAULT SHALL SLOPE AWAY.
<br />
<br />DESCRIPTION
<br />TO SHOP:
<br />
<br />LAZ
<br />BY
<br />TO FIELD:
<br />AS BUILT:
<br />
<br />4/3/2006
<br />DATE
<br />
<br />4" VENT WITH
<br />S.S. BUG SCREEN 7
<br />SEALED GAS PROOF JUNCTION BOX
<br />5.S. CABLE HOLDER
<br />
<br />CAULK HUB --- 0
<br />(SHIPPED LOOSE) ----
<br />
<br />
<br />FIBERGLASS BASIN ~
<br />LEVEL CONTROLS
<br />
<br />6844 DAIRY ROAD
<br />Zephyrhills, Florida
<br />33542
<br />(813) 715-1961
<br />Fax (813) 715-4812
<br />
<br />CHECKED BY: RFG
<br />
<br />SHEET
<br />6 OF 7 &
<br />
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