PUMP STATION EQUIPMENT 2 1 (2" SJZE. 316 S.S. PRESSURE GAUGE, w/1 ISOLATION BALL VALVE TAPPED INTO EACH PUMP DISCHARGE PIPE

STATION PUMP No. or VOLT PUMP TOTAL MANUFACTURER IMPELLER G.P.M. T. D.H .

"A"

s ~ " "8"

3"

-F=i'>.

L~-----3/4" PVC (SCH-40) TO RTU PANEL

PLAN VIEW GRADE ELEVATION

R.W. GATE VALVE, FLANGED, AWWA, NRS, OPEN LEFT-

NOT TO SCALE

"B"

'i. WELL

"B"

NO.

BY- PASS DRAW TUBE

SANDBLAST AND PAINT - 2 COATS .-(15 MILS TOTAL) OF APPROVED COATING

4• P.V.C. PIPE T )I CAM-LOCK OR CAMPANION Fl.ANGE 7RU SLAB I

WITH N.P.T. & PLUG J,s REQUIRED [ 3' BY PINELLAS COUNTY UTILfTIES (PCU) ......z MIN

lol I ·c· I 4' THICK CONC. SLAB / J.. \ 4n . ............... l 3- #5 Ill CONT. 6r- 'scREENED VENT , I .-VARIES

H.P. PUMPS AMPS

BY-PASS DRAW TUBE

AMPS CATALOG NUMBER NUMBER

t_ WEU. & ACCESS FRAME

"A"

GUIDE --t-~ BARS

Cl.EAR OPENING

EIGHT (8) 3/4" DIA. STAJNLESS STEEL ANCHOR BOLTS. PROJECTION: 2"

WELL " z ~ a. 0

~

USE CLEAR INSIDE EDGE AND C/L OF / ,_ ACCESS FRAME FOR REFERENCE WHEN

LOCATING ANCHOR BOLTS &. BASE CIRCLE OF CONICAL SECTION. HOLD THESE DIMENSIONS TO MAINTAIN VERTICAL ALIGNMENT OF GUIDE BARS. ALL DIMENSIONS SHAU. BE IN STRICT ACCORDANCE WITH MANUFACTURERS REQUIREMENTS

CONTROL PANEL SEE SPECIFICATIONS & GENERAL NOTES

PLAN VIEW BASE ELEVATION

6"x6"x10' (MIN.) PRECAST CONCRETE POSTS W/ STAJNLESS STEEL UNI-STRUTS, BOLTS, ETC. AS REQ'D FOR CONTROL

...;:i'-i\lf.a'i -- PANEL. SEE SPECIFICATIONS & ~ GENERAL NOTES. -~ un_t-_ UTILITY co. METER & BASE. ~}UJJ PROVIDE MOUNTING BRACKETS ~ . ""' AS REQUIRED AND ADDRESS TAG.

~ SERVICE CABLE & CONDUIT 7 SIZE AS REQ'D BY N.E.C.

•

i" 0

0 ~ w •

I 1-..... .,, _n" • ~ ..

TOP EL = --

NOT TO SCALE

DOWEL OR KEY IN TOP SlAB

~- HYDRO-RANGER LEVEL CONTROUER

TOP OF SLAB TO RECEIVE A BROOM FINISH

24" MIN. SOIL FILLET

4 - /15 CONT. AROUND HATCH ............. AROUND OPENING O I ta{=1 .. ...,

1' M~J-~~:~-~~2·2·"'~...L~-:gt"~~~~~~~~~~~~~~~"-<·~- ,c~;,~.·;:~~~~oJ· -:';';:·.f:·.=:·t··J.:·J· 'J.:: ~~~-·~;··~~l·JP~•tI.i=,;~--~,~!_~·;._·o~~~·~'P~.~r.rlJ~,~~:~~~~~nJlt~~rl,'•~.ltl~·l, [.'._:.;·,~o-,~l:"·1·=· ~"'·"::c,·"'·:~J.-:ce·"'·:,:~"'··(:'.s:·"',--....·:c·"::"'i'"·~llllit-' 11'-4. ~ ICK II

EXISTING OR PROPOSED GRADE

5' MAX:-'\ o ~ o oJ ~ Io: .-!'LINK-SEAL• - o o i<, Ill CONC. SLAB

R.W. GATE

1

I' ~ Q 120 y ~ ~ p° -:p:i~~EER 4' p ·

VALVE & BOX~ - ~ !J='=a@ o~ o SEAL o l 4- 2" PVC CONDUITS

~"'""-.....:. '1IP111-+1r-'--1---11r-\1, } ( -- ~ 'ln~::f:r~t:==~0~":t-iJi"" :~ t~fEJ~rrTc Fmlfri:~fL

lol si an .. -;-. Tn n= / ,I .. /~ ~ PV: DRA~ ~ '::J.c"/~- 6" PVC (C-900) DR-18 -.., o _ .. g . _..._, o o o o · 0/ / o/_·.._ o_ \..I-;

4, g

1 i- ~,1 SUPPORTED WITH APPROVED

• / r / · / PIPE SUPPORTS TO WALL ~=/.:....C:Ilc:~~~I:~~=~ v:!;;~c:::-c!J.L~==~GI~I- 1c• - ofo . IL'P- TRAP ~ r--;--r+---+-t---,-,"'r-1,t,i'\..". (MAX. 4' APART)

#5 • VERT. BARS 12" O.C. CONT.-' _ .a .. . '\.. W/BTM BARS HORIZ. BARS CONT. MIN. ~ 0 o r wV •.

CHECK Vl>J..VE, FLANGED, AWWA, IBBM ...J WEDGE S1YLE t.1.J. o v 'l' f\rl'=f'!"" TYPE WITH OUTSIDE WEIGHT AND LEVER. RESTRAINT (PER P.C.U. 0 · 0

MATERIAL SPECS.) IO ~ ~ 1-- ._r : ~

MECHANICAL JOINT WALL ~- l.,11 L.c - ,n ·""'~r SLEEVE W/M.J.T.-BOLTS A. r'C -· r1•r"" ,r""

I

J

4' ol

r

0

0 0

0

Op 0

0

y 0

FIBERGLASS p o r .1--o-t--/H+l-;Mall~Nla'jMflUM"-IHtt-Jc-----t,,I

0 0

P .

xx· INSJDE DIAMETER

SPACE LAY CABLE

W/GRIP EYE

0

y

0 0

P .

--- 1/B" (MIN.) THICKNESS CONTINUOUS FIBERGLASS SHEET ADEQUATELY ANCHORED TO THE CONC. TOP.

GUIDE BARS-2" STD. 304 STAINLESS STEEL (INTERMEDIATE BRACKET AT 18' OR MORE OF DEPTI-l).

ADJUSTABLE PIPE SADDLE SUPPORT (PER PINEUAS COUNTY UTILITIES MATERIALS SPECIFICATIONS) WITH GALVANIZED PIPE &: BASE PIPE SUPPORTS

AS REQUIRED 0

INV, EL = J I D.I.P. or P.V.C.

Op 0

0

Op 0

0

FIBERGLASS LINER TO BE OF ONE-PIECE CONSTRUCTION 1/2"

VALVE BOX DIMENSIONS VALVE •• 6" 8" 10· 12" SIZE ~ A 6' O" 7' O" 7' 6" B' 6" 9• o· z 0

~ 8 6'-Q" 7'-o· s·-o· 9'- 0" 1 O' -o·

" c 12· 18" 18" 18" 18" 0

DESIGNED

DRAWN

REV. NO. DATE DESCRIPTION REV. BY CHECKED

I ' THICK MIN. PER THE PINEUAS COUNTY _, '. t1

11

0

Op 0

0

LIOU ID LEVEL -,;;:;;;-,'--,-J,tf--_ SENSORS. OPERATING LEVELS TO BE SET BY D.E.P. PERMIT

Op 0

0

12" o O O

O BE Et.1PLACEO AROUND BASE NS SHOWN. 0 0

. ~ ~ . 0 PREVENT FLOTATION DURING CONSTRUCTION. 0

POWER CABLE

MIN. y \ \ \ ' =--.JJ 1 % p · ADDITIONAL CONCRETE MAY BE REQUIRED TO y 0

~ • • CONTRACTOR TO VERIFY. t> 0 l> o O .I ~ 0 o O t>o- .0 o o . 0 ·· p p. . II c:::J °i> t»- · BOUOM EL= _op p. . 001>

- - • p. ••• -~- • .. .. ~

0 Op

0 0

0 • p 0

p 0 0 ~

GROUT FILL ANNULAR SPACE BETWEEN LINER AND WETWELL

#5 \11 REINF. 12" O.C. EA. WAY TOP & BOTTOM w;r COVER.

-~ 00

P. : ~ 0 - o - .l>°_o ~ l>°_ o"'._ ~ l> l> 0: "p : t>o-l> 0 o; o _i.: o ,' P o

0

p O o P O

f · : 0 y '. Po~ o: y : PP ~ l> - 0 - • · O • '\ l> O • l> 0 • l> · l> - 0 · ..cl O · · l> 0 P. 0 • l"

0 0000. 0 0 0 00 0":.0~-oOo00..,"o'--oOo0 0 ... 00 oOo0_ ... 0~Qo00 ... 00•oOoOOo 0no~57FDOTFILTER OoOO,oOoO o oO O o oOo0 0 o 0 o0o0 0 o 0 oOo00 0 o 0 oOoO!Ocfloq,g. P too..._o-p. ""00 ....... t> ""ooo..._nl> ""ooo .... Op. 00 ........ 0p. oo .... lcrp."b ROCK· DEPTH 0p. o ... oo .... oi:o o ... o ..._oi:,o o .. 0 00 .... i:,o ""ooo .... i:,o ,.. 00 ........ i:,o .. 00 ........ i:,o OQo ooo oO t>- 0 o ' 0° ooo oOoP. O O O 0 000000 0 ; 0 ..: oo AS DIRECTE~,:~0 00<;_<;_ o 00 ,: oO ot>o~ ~Q0t>-.oo ooOoOo""oo oo0 0Q0t>-0 o Qo0 0Q0t>0 o 900 0 0t>-d"o o _po0 0Q 0to-0 00 90

0 BY .ENGIN)EER 00·00 o00t>8,o Qo o00to-0 o oo8_oOo"'o o oo8,o00""o O .Qo8_oOo"'o"'o O 908_00o1>

0 o _po

0 0 00 oo 0 }1°ooOoo oooOoOoo oo 0 ooOoo ooo0r;JJoOoo O oo0r;JJoOoo ooo o(i:JO (12 MIN. 0° oo oo 0 0° oo 0000° oo oo 0 0o oo ooo0rJ:J 0 oo oo oo0r;JJ 0 oo ooo o0rj:Jo \IADIC"C' VARIES

,, A-A ,, , PUMP MOUNTNG SHALL INCLUDE THE S EC T I o N ,, B _ B ,, S E CT I O N PEDESTAL OR STEP AS PER THE PUMP -----=~~~~---- MANUFACTERS REC0f.4MENDATIONS -----NOT TO SCALE NOT TO SCALE

Pinellas!t PINELLAS COUNTY UTILITIES ENGINEERING (ounut~"'' PINELLAS COUNTY, FLORIDA

Eng ineering

APPROVED B'I': N/A

A.M.P.

W.G.K. , P.E.

flA REG. NO:

MAXIMO:

WATER:

SEWER/RECLM:

SOLID WASTE:

PROJECT:

I

NOTES OF ULTRASONIC LEVEL CONTROLLER {DUPLEX) BY USING ULC CONTACTS IN PARALLEL WITH FLOATS, THE RELAY LOGIC IN THE PANEL WILL PROVIDE LATCHING CIRCUITS FOR PUMPING LEVEL RANGE.

THE PUMPS WILL ALTERNATE BY MEANS OF THE RELAY LOGIC AND PANEL ALTERNATOR.

1. THE LEAD PUMP IS CALLED TO RUN BY OUTPUT ULC-2, WHICH IS IN PARALLEL WITH THE LEAD FLOAT.

2. THE LAG PUMP IS CALLED TO RUN BY OUTPUT ULC-3, WHICH IS IN PARALLEL WITH THE LEAD FLOAT.

3. BOTH PUMPS WILL SHUT OFF WHEN OUTPUT ULC-1 IS DE-ENERGIZED. ULC-1 IS IN PARALLEL WITH THE OFF FLOAT.

4. THE LEVEL ALARM IS ACTIVATED BY OUTPUT ULC-4, WHICH IS IN PARALLEL WITH THE ALARM FLOAT.

NOTES OF ULTRASONIC LEVEL CONTROLLER (TRIPLEX)

1. FOR NORMAL OPERATION, ONLY TWO OF THE THREE PUMPS WILL EVER OPERATE AT ONE TIME.

2. THE LEAD PUMP IS CALLED TO RUN BY INPUT ULC-2, WHICH IS A DIRECT INPUT TO THE THREE PUMP ALTERNATOR.

3. ALTHOUGH ONLY TWO PUMPS CAN RIN AT ANY GIVEN TIME, THE CONTROL PANEL WILL BE DEVELOPED TO ALTERNATE THROUGH ALL THREE PUMPS.

4. THE LAG TIME IS CALLED BY OUTPUT ULC-3, WHICH IS FED BY TIME DELAY RELAY TDR-1.

5. TDR-1 GIVES THE LAG PUMP THE TIME DELAY BETWEEN STARTING OF THE LEAD AND LAG PUMPS, AND TDR-1 HAS A SffilNG TO BE SET AT START-UP TIME.

GENERAL NOTES 1. CONTROL PANEL SHALL BE LOCATED ADJACENT TO WET WELL

RAISED HATCH DOOR. 2. WATER SERVICE SHALL BE PROVIDED AND LOCATED AT THE

CONTROL PANEL WITH A HOSE BIB AND BACKFLOW PREVENTOR. 3. A REMOVABLE GAS SEAL SHALL BE INSTALLED IN WIRING CONDUIT

AT WETWELL AND TERMINAL STRIP JUNCTION BOX. CONDUIT FROM JUNCTION BOX TD CONTROL PANEL SHALL BE COMPLETELY SEALED.

4. ALL NUTS AND BOLTS ON PIPING WITHIN VALVE BOX AND WETWELL SHALL BE 304 STAINLESS STEEL.

5. ALL WETWELL PIPING SHALL BE 1 PIECE FLANGED DUCTILE IRON PIPE.

6. FOR EXCAVATIONS GREATER THAN 20 FEET DEPTH, THE CONTRACTOR SHALL PROVIDE THE ENGINEER WITH AN "EXCAVATION DESIGN" PREPARED BY A REGISTERED PROFESSIONAL ENGINEER IN ACCORDANCE WITH FLORIDA'S ''TRENCH SAFETY ACT".

7. TOP AND BOTIOM SLAB AND REINFORCEMENT TO BE PER THE ENGINEER.

8. REINFORCED CONCRETE PIPE ASTM TABLE 11, WALL B, TO HAVE TONGUE AND GROOVE JOINTS. ALL JOINTS TO BE SEALED WITH JOINT SEALING COMPOUND SUCH AS RAM-NECK INCLUDING A DRIED COAT OF PRIMER, DO NOT APPLY MORTAR RAM-NECK PRIMER.

9. A STILLING WELL SHALL BE UTILIZED, AS DETERMINED BY THE ENGINEER & PINELLAS COUNTY UTILITIES ENGINEERING, WHEN THE INFLUENT FLOW DISRUPTS PROPER PUMP OPERATION.

DATE: DESCRIPTION SEPT. 21, 2006

PUMP STATION ROJECT NO.

ST AN OARD DRAWi NG SHEET: 1 OF 2

REV. NO. DATE

PINELLAS COUNTY ENCLOSURE SIZES

VOLTAGE HORSEPOWER ENCLOSURE SIZE DUPLEX VFD'S

230V/3PH

230V/3PH

230V/3PH

230V/3PH

230V3PH

230V/3PH

230V3PH

230V/3PH

230V/3PH

230V/3PH

480V/3PH

480V/3PH

480V/3PH

480V/3PH

480V/3PH

480V/3PH

480V/3PH

480V/3PH

480V/3PH

480V/3PH

480V/3PH

230V/1PH

230V/1PH

3HP 48" X 36" X 1 O" x 5HP 48" X 36" X 1 O" x

7.5HP 48" X 36" X 1 O" x 10HP 48" X 36" X 1 O" x 15HP 60" X 60" X 12" x 20HP 60" X 48" X 14" x 25HP 60" X 60" X 16" x 30HP 72" X 60" X 16" x 40HP 72" X 60" X 18" x 47HP 72" X 60" X 18" x

3HP 60" X 36" X 12" x 5HP 60" X 36" X 12" x

7.5HP 60" X 36" X 12" x 10HP 60" X 36" X 12" x 15HP 60" X 36" X 12" x 20HP 60" X 48" X 12" x 30HP 60" X 60" X 16" x 47HP 72" X 60" X 16" x 60HP 72" X 60" X 16" x 77HP 72" X 84" X 18" x 88HP 72" X 84" X 18" x

2.4HP 60" X 36" X 12" x 4.0HP 60" X 36" X 12" x

PANEL ENCLOSURE SIZES {CONTRACTOR TO VERIFY THE PANEL SJZE ~TH THE PUMP SUPPLIER)

x x x x x

x x x x x x

OPERATING HANDLE FOR OPERATING MAIN CIRCUIT BREAKER. r

OVERFLOW ALARM LIGHT, 12 V.D.C. ALARM SYSTEM (I.A.S. 100 OR STA-CON 8.0.A.C.), W/RED GLOBE, GLOBE GUARD & MOUNTING BASE AND AUDIBLE AiARM

---..,F""'ii,. EMERGENCY GENERATOR CONNECTION D. ~s:Ri~t$rAtu5Ru::.L\~~:~r ,.,,-MELTRIC 37-27-043 WITH 45" ANGLE BY CONTRACTOR. SEE SPECS FOR O O DOWN nrnNG REQUIREMENTS.

BURNDY TYPE GB GROUND CONNECTION OR EQUIVALENT

GREEN •RuN• INDICATING LIGHT

-0 ~\\ ~,, ~ ~,, ~- I I~ , 1 '~ ... . ~ ...

2'-6• MJN. __ '!_C NO. 4 B.S.C. CABLE GROUN~~) 1

', ________ 2'- 6" Ml~---• PUMPING STATION WET WEUL

PER TECHNICAL I 1-....,L---"'"'-'"="='-"=--I DRIVEN GROUND RODS 1 I / SEE SECTION 8 - 8 ..i

SPECIFICATION L 4- 2" CONDUITS (UP TO 50 HP) AND J" CONDUITS FOR 60 HP AND ABOVE CONDUIT NO. 1 & NO. 2: SUBMARINE POWER GROUND

UNDERGROUND CABLES TO EXISTING UTILITY CABLE FOR PUMP NO. 1 & NO. 2 - WIRE GAGE & NO. CO. 3 PHASE, 4 WIRE 230V OR 460V SERVICE. OF CONDUCTORS PER PUMP MFR. RECOMMENDATIONS.

CONDUIT NO. 3 AND NO. 4: CONTROL CABLES FROM FLOAT SWITCHES (BY MFR.) ADDITIONAL CONDUITS REQUIRED FOR OTHER THAN DUPLEX PUMP INSTALLATIONS.

ELECTRICAL SERVICE DETAILS NOT TO SCAI..£

STANDARD CONTROL PANEL

l SEE SPECIFlCAllONS & GENERAL NOTES

6"x6" PRECAST CONCRETE POSTS W/ STAINLESS STEEL SlRAPS, r- BOLTS, ETC. A.S REC'D FOR CONTROL

- PANEL SEE SPECIFICATIONS &: • GENERAL NOTES.

•

--t- UTILITY CO. METER & BASE. PROVIDE MOUNTING BRACKETS AS REQUIRED.

SERVICE CABLE &: CONDUIT SIZE AS REQ'D BY N.E.C.

1/2" M 1'-2" DOWEU.. BA.RS --(3 REQUIRED)}----,

••

r ' · .. ~!:..

0

' • •• r

•

-....__ __ CONSTRUCT CONC. PAD AT CONTROL PANEL ANO R1V s· MIN. 3,000 P.S.I. CONCRITE WITH L 4- 2" PVC CONDUITS

WITH 9CT SWEEP ELBOW (CONDUITS SHAU. BE INSTAl.l...EO AT THE LEVEL IN THE WETWW.)

•• • • r

• ••

s• x 6" f10/f10 WWR (2" MIN. COVER)

CONTROL PANEL DEVICE WITH MAGNETIC ST ARTER

NOT TO SCALE

WEATHERPROOF CAST OUTLET BOX ---.

2#12, 1f12(G), 3/4• C. -------•I

CONTROL PANEL, PROVIDE SINGLE POLE SWITCH TO CONTROL POU: LIGHT, PROVIDE 1-POLE 20A BREAl<ER JN NEW CONlROL PANEL FOR POLE LIGHT, COORDINATE WITH PUMP MFG. FOR M){)ITJON.

FlNAL

3'12 IN J/4"-C _ __,,

FOR UGliT (27'711)

ADJUSTABLE FLOOD LIGHT EQUAL TO LUMARI< HP-WR66-S-175-277-F1-RAB-SV/AM (2}­U, AXTI.JRE TO BE MOUNTED TO CL..£AR IBEE BRANCHES ANO ADJUSTED IN THE FIEl.D, FIXTURE SHOWN WITHOUT SIDE SHIELDS TO BE INSTALLED IN THE FlElD. EL.£VATION OF FlXTURE IS PREDICATED ON CLEAR SIGHT TOWARDS NEW PUMP STATION LOCATION.

2" SLIPflITER WITH SET SCREW FOR FULL ADJUSTMENT JN FlEl.D.

1------ 10' HIGH CONCRITE POLE

W /!NTERJOR CONDU IT

INTERIOR CONDUIT

Jf12 IN 3/4"-C

SERVICE LIGHT-DETAIL NOT TO SCALE

PROJECT:

Pinellas!~ PINELLAS COUNTY UTILITIES ENGINEERING (ou~~"'' PINELLAS COUNTY, FLORIDA

Engineering

DESIGNED ~N..,/LA:..:.... __ _

A.M . P. DRAWN

cHECKED _w_.G_._K_. __ , P.E. FLA. REG. NO.: DESCRIPTION REV. BY

3/4"x

PHONE BOX (BEHIND) CARLON PART #CJ16147

OR EQUIVALENT MOUNT @ EYE LEVEL

CONC. POST 6Mx 6"x 10'

STAINLESS STEEL

(MIN.)----

·=_L-DISCONNECT BOX (100 AMP OR 200 AMP (AS REQUIRED), FUSIBLE)

3/4 " SEAL TIGHT (NON-METALLIC) TO PHONE BOX

6" ALUM. OR 304 S/S NIPPLE

3/4" SEAL-OFF

I I I MOSCAD I ITTU PANE I I 16x16 I I NEMA 4X I I (SEE I CHNICAL

SPECS.

I CONTROJ I

PANEL : I

11~===1 12" I :r MAX. 'l.,.-__,.-lN LINE CONDUIT SEAL

pJL~,,-1-)','' SCH-40 PVC

DISCONNECT REQUIRED BY ELECTRIC PROVIDER FOR SERVICES 480V AND HIGHER AND SIZED BY

ELECTRIC ELECTRIC PROVIDER AND METER CODE. (GENERAL NOTE 6

& 7)

I I --- STAINLESS STEEL JUNCTION BOX 12"x14"x6" FOR LESS THAN 20 H.P.

I • OR GREATER w/S/S TERMINAL STRAP 2"x 6" ALUM. OR 304 s/s NIPPLE' __ .....,....., I 24

I MIN. 2" SEAL-OFF'----1--l.W--VI

3/ 4" PVC SCH 40 FOR LEVEL TRANSMITTER

3/4" PVC SCH 40 POWER 20A 1 20V

2" PVC SCH 40 _ __, 16 WIRE 14 GAGE CABLE

I

SEAL WET WELL

4-2" CONDUITS {UP TO 50 H.P.) AND 3" CONDUITS FOR 60 H.P. AND ABOVE. CONDUIT NO. 1 AND N0.2: SUBMARINE POWER GROUNDED CABLE FOR PUMP N0.1 AND N0.2 - WIRE GAGE AND NUMBER OF CONDUCTORS PER PUMP MFG. RECOMMENDATIONS. CONDUIT NO. 3 AND N0.4: CONTROL CABLES FROM FLOAT SWITCHES (BY MFG.). ADDITIONAL CONDUITS REQUIRED FOR OTHER THAN DUPLEX PUMP INSTALLATIONS

POLE MOUNTED ELECTRIC SCHEMA TIC

CONDUIT SIMILAR FOR PEDESTAL MOUNT PANELS

NOT TO SCALE

ELECTRICAL GENERAL NOTES 1. CONTROL PANEL SHALL BE LOCATED DIRECTLY

ADJACENT TO WET WELL, RAISED HATCH DOOR.

2. SEE SPECIFICATIONS FOR CONTROL PANEL, SCADA AND DC ALARM SYSTEM REQUIREMENTS.

3. ELEC. WIRING SHALL BE STRANDED COPPER THHN.

4. A REMOVABLE GAS SEAL SHALL BE INSTALLED IN WIRING CONDUIT AT WET WELL AND TERMINAL STRIP JUNCTION BOX. CONDUIT FROM JUNCTION BOX TO CONTROL PANEL SHALL BE COMPLETELY SEALED.

5. ALL WIRING SIZES AND EQUIPMENT DIMENSIONS SHALL BE IN ACCORDANCE WITH N.E.C . AND MANUFACTURERS RECOMMENDATIONS.

6. ON 480 VOLT APPLICATION, CONTRACTOR SHALL FURNISH PRE-METER DISCONNECT. {AS REQUIRED BY ELECTRIC PROVIDER) IN STAINLESS STEEL CABINET.

7. ELECTRIC PROVIDER REQUIRES SERVICE WIRES TO BE RUN FROM METER CAN TO POLE OR TRANSFORMER.

8. RELOCATION OF SCADA SYSTEM SHALL BE DONE BY CONTRACTOR.

9. MEYER HUB OR OTHER ENGINEER APPROVED REUSABLE, WATERPROOF FITTNG SHALL BE INSTALLED WHERE ANY CONDUIT ENTERS THE BOX.

10. CONTROL PANELS SHALL BE POLE MOUNTED (6"x6'x10'

CONG. POST), IN CONJUNCTION WITH RTU PANEL, ALL MOUNTING BRACKETS AND HARDWARE SHALL BE 304 STAINLESS STEEL OR PEDESTAL MOUNTED ON A REINFORCED CONG. SLAB. THE SIZE AND MOUNTING SHALL

BE DEPENDENT UPON THE MANUFACTURER'S PANEL DESIGN AND SHOP DRAWING.

DESCRIPTION

STANDARD PUMP STATION ELECTRICAL DETAILS

DATE:

SEPT. 21, 2006 JOB NO.:

SHEET: 2 OF 2