set covers flush in paved areas manhole frame & …

SET COVERS FLUSH IN PAVED AREAS MANHOLE FRAME & COVER INSERTS PER USSM AT FINISH GRADE SECTION 510 PART 5J

2 COURSES OF BRICK FRAMES BEDDED (MIN) 4 COURSES (MAX)IN MORTAR ≤ 21" OR 1 HDPE ADJUSTING RING

1'-6" MIN 3'-0" MAX 24" (STD)

36" (LARGE)

APPROVED COATINGS AND LINERS PER PCU SEE NOTE #6 AND #7 5" MIN

0.8 D

3000 PSI CONCRETE 12"

1" D

BENCHING 6" MIN

2" MIN

ASR

EQ'D

VAR

IES

VAR

IES

9"

FDOT 57 STONE 9"

NOT TO SCALE

OUTSIDE WALL

1" MAX

CEMENT GROUT BEVEL AROUND EXPOSED PIPE

INSIDE WALL

PRE-PRIMED JOINT SURFACES

COMPLETED JOINT WITH SQUEEZE-OUT

PRE-PRIMED JOINT SURFACES

PRE-MOLDED PLASTIC JOINT SEALER

0.8D SQUEEZE-OUT

NOTES: 1. INTERIOR DROP CONNECTIONS ARE REQUIRED WHENEVER THE INVERT OF THE INFLUENT SEWER IS

24" OR MORE ABOVE THE INVERT OF THE MANHOLE. THE DIAMETER OF THE DROP MANHOLE SHALL BE 5'-0".

2. ECCENTRIC CONE DESIGN MAY BE USED AS AN ALTERNATIVE, AS APPROVED. 3. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO FLOW

STREAM. 4. LIFT HOLES THROUGH STRUCTURE ARE NOT PERMITTED. 5. HDPE ADJUSTING RINGS MAY BE SUBSTITUTED FOR BRICK RISERS. 6. MASTER MANHOLES SHALL BE 5'-0" DIAMETER. 7. MANHOLE DIAMETER SHALL BE 4'-0" MIN FOR MAINS 8" TO 24" (STD), 5'-0" MIN FOR MAINS 24" TO 36"

AND 6'-0" MIN FOR SEWER 36" AND LARGER. 8. TOP OF CONE TO TOP OF COVER SHALL BE 21" OR LESS.

FIGURE

WW-01-1

POLK COUNTY UTILITIES, FLORIDA

PRECAST CONCRETE MANHOLE (TYPICAL)

APRIL, 2017

Chapter 5 Wastewater Standard Drawings

NEW SEWER LINE

CONC BLOCKS TYP 4 LOCATIONS

B

SECTION A-A

MANHOLE FRAME & COVER SET COVERS FLUSH AT FINISH GRADE IN PAVED AREAS

2 COURSES OF BRICK MIN , 21" MAX

1'-6" MIN 3'-0" MAX

4' I.D. (MIN) o 0 w 0:: (f) <(

NOTES:

1. ALL UNITS SHALL BE PRE-CAST PER ASTM C-78, 4,000 PSI CONCRETE

2. STEEL REINFORCING SHALL MEET ASTM C-185 (4' DIA} OR ASTM C-478 (5' DIA}.

t 3. CONCRETE FOR POURED BASE CONCRETE 8" BLOCK SHALL BE 4000 PSI, ASTM C-478.

8" BLOCK MONOLITHIC #5'@ 12" O.C.E.WPOURED 4. REINFORCED BARS TO BE GRADE 60.

SECTION B-B 5. USE FLEXIBLE SEAL AROUND EXIST SEWER AT NEW WALL, THEN GROUT WITH NON-SHRINK GROUT.

DOGHOUSE CONCRETE MANHOLE CONNECTION FIGURE WW-01-2

POLK COUNTY UTILITIES, FLORIDA JULY, 2018

PVC PVC

MANHOLE STANDARD INTERIOR DROP CONNECTION

NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AS THE INFLUENT SEWER. 2. INSIDE DROP CONNECTIONS SHALL BE REQUIRED FOR ALL INFLUENT LINES WHICH HAVE

AN INVERT 2' OR MORE ABOVE THE MANHOLE INVERT. 3. ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER

PIPES AND LARGER MUST BE APPROVED BY PCU.

PRECAST MANHOLE WALL


STAINLESS STEEL BAND

RESILIENT CONNECTOR (RUBBER BOOT)

STAINLESS STEEL PIPE CLAMP


CAST IN-PLACE SEAL > 15" DIAMETER

INVERT OF DROP TO BE 0.10 FT. ABOVE SPRINGLINE OF MAIN LINE

MANHOLE CONNECTION FIGURE

WW-02

STANDARD PRECAST MANHOLE PIPE CONNECTION

PVC, SCHEDULE 40 DROP PIPE SHALL BE SAME SIZE AS INFLUENT PIPE

PVC DROP BOWL WITH SEAL BETWEEN BOWL AND MANHOLE WALL

45° PVC BEND, SOLVENT WELDED TO DROP PIPE

PROVIDE CHANNEL WITH CONTINUOUS CURVE FROM INVERT DROP CONNECTION TO INVERT OF MAIN SEWER

2"X1/4" STAINLESS STEEL STRAPS/PIPE CLAMPS ANCHORED TO WALL WITH 3/8" STAINLESS STEEL ANCHOR BOLT

SEAL BETWEEN WALL AND INFLUENT PIPE

INFLUENT PIPE

INFLUENT SEWER (SEE NOTE 2)

POLK COUNTY UTILITIES, FLORIDA DECEMBER, 2010

'\ \ \ I

/, I

\ \ //

==~ ~ I I \ \

I I \ \

,, I I \ \

I I \ ,, \

. I

RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER

C OK

L

U

OP WASTEWATER

NT Y

FLORI DA NON PENETRATING PICK HOLES

PLAN

25 3" MACHINED MATING 4 SURFACES

7" 2" MIN24"

6" MIN 39"

ELEVATION (MANHOLE INSERT NOT SHOWN)

NOTES:

1. THE WORDS 'POLK COUNTY' SHALL NOT BE USED ON PRIVATE MANHOLES. 2. RING SHALL RECEIVE 2 COATS OF BITUMINOUS (COAL TAR) EPOXY PRIOR TO

INSTALLATION. 3. ALL MANHOLE COVER AND FRAME SETS SHALL INCLUDE AN APPROPRIATE SIZED INSERT. 4. ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE APPROVED MATERIALS CHECKLIST.

STANDARD MANHOLE FRAME AND COVER SET FIGURE

(FOUR FOOT INSIDE DIAMETER MANHOLE) WW-03-1


APRIL, 2017

RAISED 1-1/2" LETTERS FLUSH WITH TOP OF COVER

C OK U

L N O

T

P

Y

WASTEWATER

NON PENETRATING PICK HOLES

FLORI D A

INNER COVER

3" OUTER COVER35 4

23 3" 4

1" 4

4 11"

1

6"

3"

42"

ELEVATION

NOTES: 1. THE WORDS 'POLK COUNTY' SHALL NOT TO USED ON PRIVATE MANHOLES. 2. RING SHALL RECEIVE 2 COATS OF BITUMINOUS (COAL TAR) EPOXY PRIOR TO

INSTALLATION. 3. ALL MH COVERS AND FRAME SETS SHALL INCLUDE AN APPROPRIATE SIZED INSERT. 4. ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE APPROVED MATERIALS

CHECKLIST.

LARGE MANHOLE FRAME AND COVER SET FIGURE

(LARGE MANHOLES - FIVE FOOT AND LARGER INSIDE DIAMETER) WW-03-2


APRIL, 2017

REINFORCED CONCRETE WITH FIBERMESH AROUND MANHOLE

NOTES:

1. THE WORDS 'POLK COUNTY' SHALL NOT APPEAR ON PRIVATE MANHOLES.

2. AREAS SUPPORTING CONCRETE COLLAR SHALL BE PROPERLY COMPACTED, TO 95 % MAXIMUM DENSITY PER AASHTO T-180 FOR FIRST 6" UNDER THE COLLAR AREA.

MANHOLE COVER

CONCRETE COLLAR WITH FIBERMESH AROUND MANHOLE

FINISHED GRADE

12"12"

MANHOLE IN NON-PAVED AREA

WASTEWATER

P O

L

K C O U

N T

Y

F L O R I D A

FIGURE

WW-04


6" 6"

2"

FIGURE WW-05-1

SERVICE LATERAL ( STANDARD )


R / W

HOUSE SERVICE INSTALLED BY PLUMBER R

/ W

WYE WITH 4" BRANCH

SEWER MAIN CLEAN-OUT

SIZE VARIES (TYP)

4"-45° INSTALLED BY

BEND CONTRACTOR

WYE WITH 6" BRANCH

6" 45° BEND

LOT LINE

PROTECTIVE BARRIER

DOUBLE

(SEE NOTE #6) WYE WITH 4" BRANCH

PROTECTIVE BARRIER

GLUED (SEE NOTE #5)

CAP

PLAN NTS

PROFILE NTS

1' TO 2' 0' TO 2'

EX

TE

ND

P

IP

E 4

'

AB

OV

E F

IN

IS

H

GR

AD

E

R / W

SLOPE TO TERMINAL FINISHED

DEPTH @ 1.0% MIN (TYP.) GRADE

SPRING LINEROTATE 30° (TYP.)

SEWER MAIN

SINGLE DOUBLE

LATERAL LATERAL

R / W

GLUED CAP

EX

TE

ND

P

IP

E 4

'

AB

OV

E F

IN

IS

H

GR

AD

E

NOTES: 1. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. 2. SERVICE LATERAL CLEAN OUT PIPE SHALL BE EXTENDED AND CAPPED BY CONTRACTOR. 3. ALL FITTINGS SHOWN ARE TO BE INSTALLED. 4. BUILDER'S PLUMBER WILL REMOVE PLUG, ADJUST CLEAN OUT PIPE TO GRADE, AND

CONNECT SERVICE LATERAL TO HOUSE. 5. PROTECTIVE BARRIER TO BE 3-2" x4" or 2" POLES w/ WITH ORANGE CONSTRUCTION

WARNING FENCE.

FIGURE WW-05-2

SEWER SERVICE (DEEP) (TYPICAL)


1' TO 2' GLUED CAP

SEWER MAIN

SPRING LINE

ROTATE 30° (TYP.)

SLOPE TO TERMINAL DEPTH @ 1.0% MIN AND 5.0% MAX (TYP.)

PROFILE NTS

RISER (DEPTH VARIES)

3

0

°

M

A

X

6

0

°

M

A

X

PLUMBER TO

INSTALL WYE

AND FINISH

CLEANOUT

R / W

FINISHED GRADE

EX

TE

ND

P

IP

E

4' A

BO

VE

FIN

IS

H G

RA

DE

NOTES: 1. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. 2. SERVICE LATERAL CLEAN OUT PIPE SHALL BE EXTENDED AND CAPPED BY CONTRACTOR. 3. ALL FITTINGS SHOWN ARE TO BE INSTALLED.

FIGURE WW-06-1

FORCE MAIN TO GRAVITY SEWER MANHOLE CONNECTION (TYPICAL)


S

L

O

P

E

S

L

O

P

E

<

4

5

°

(

M

A

X

)

S

L

O

P

E

GRAVITY SEWER CONNECTION

FORCE MAIN CONNECTION

SEE DETAIL WW-02 FOR CONNECTION OPTIONS

24" (STD) 36" (LARGE)

MANHOLE

12" 1"

2" MIN

PLAN VIEW PROFILE VIEW

NOTES:

1. FORCE MAIN SHALL BE ORIENTED NORMALLY 45° OR LESS TO FLOW TO FACILITATE

FLOW AND SHALL ENTER MANHOLE AT THE FLOW LINE.

2. PROVIDE BENCHING AS REQUIRED FOR FORCE MAIN.

3. MANHOLE RECEIVING FORCE MAIN SHALL BE COATED WITH SPECIALIZED COATING OR

FACTORY INSTALLED LINING.

4. FORCE MAIN CONNECTION DESIGN SHALL BE AS APPROVED BY PCU.

FIGURE WW-06-2

FORCE MAIN MANIFOLD CONNECTION (TYPICAL)


FL

OW

FLOW

EXISTING FM

DIRECTION

OF FLOW

NEW 45° BEND

NEW GATE VALVE

NEW WYE

NEW GATE VALVE

NEW FM

NEW FM

FOSTER ADAPTER

FOSTER ADAPTER

FOSTER ADAPTER

SLEEVE

EXISTING FM

FOSTER ADAPTER

PLAN VIEW

NOTES:

1. ALL JOINTS (INCLUDING JOINTS ON EXISTING MAINS) SHALL BE RESTRAINED IN ACCORDANCE

WITH USSM CHAPTER 3. ENGINEER SHALL VERIFY DESIGN ASSUMPTIONS AND INCREASE

RESTRAINED LENGTHS AS REQUIRED.

24"

24"

L

OPENING OUTLETINLET

W

PRECAST BAFFLE 4" THICK

SLOT BOTH SIDESPLAN VIEW

TOP COVER TO MATCH EXISTING

TRAFFIC BEARING GRADE/ PAVINGFRAME AND COVER WHERE APPLICABLE (SEE FIGURE WW-03-1)

1''-0

"

VENT PIPE (OPTIONAL)

OUTLET INSPECTION TO SANITARY

INLET TEE (TYP) 2"

31 D2

SEWER MAIN

D2

1''-0

"

D1 PRECAST

BAFFLE 4" THICK

32 L 3

1 L

GROUT BOTH SAMPLING STATION SIDES 6" CO

CLEAR ACCESS

SECTION VIEWNOTES: 1. SIZE AND DIMENSIONS OF GREASE INTERCEPTOR SHALL BE IN ACCORDANCE WITH THE UTILITIES

STANDARDS AND SPECIFICATIONS MANUAL. 2. LOADS: H-20 TRUCK WHEELS WITH 30% IMPACT PER AASHTO. LEGEND :

L = INSIDE LENGTH W = INSIDE WIDTH D1 = DISTANT FROM INSIDE TOP OF STRUCTURE TO INSIDE BOTTOM OF STRUCTURE D2 = DISTANT FROM OUTLET INVERT TO STRUCTURE INVERT

FIGURE

WW-07


GREASE INTERCEPTOR (TYPICAL)

APRIL, 2017

4" M

IN.

4" CONC OR BRICK

INLET

SECTION

PLAN GASKETED SKID PROOF PEDESTRIAN RATED COVER (INTERIOR INSTALLATIONS ONLY)

4" M

IN.

D2 ONE EIGHTH BEND

TYPE OFF-SET

1 4 L 1

4 L

LINT / HAIR TRAP INTERCEPTOR

(TYPICAL)

FIGURE

WW-08

1/2 L

FLOOR/GRADE

4" CLEANOUT / CAP

PVC TEE

LIQUID LEVEL

REMOVABLE LONG SERVICE FILTER SCREEN W/ 3 16" DIAMETER PERFORATIONS

REMOVABLE LONG SERVICE FILTER SCREEN W/ 3 32" DIAMETER PERFORATIONS

NOTES:

1. EXTERIOR INSTALLED TRAPS SHALL BE DESIGNED FOR HS-20 TRAFFIC LOADS.

LEGEND : L = INSIDE LENGTH W = INSIDE WIDTH D1 = DISTANT FROM INSIDE TOP OF STRUCTURE TO INSIDE BOTTOM OF STRUCTURE D2 = DISTANT FROM OUTLET INVERT TO STRUCTURE INVERT


L

W

D1

LIFT STATION NOTES

GENERAL NOTES:

1. ALL INTERIOR METAL SURFACES SHALL BE PAINTED WITH 2 COATS OF BITUMINOUS EPOXY PAINT.

2. EXTERIOR OF WET WELL SHALL RECEIVE TWO (2) COATS BITUMINOUS EPOXY.

3. INTERIOR OF WET WELL SHALL HAVE PCU APPROVED FACTORY INSTALLED LINER OR FIELD COATING.

4. VALVE VAULTS ARE ONLY TO BE USED WITH PRIOR PCU APPROVAL.

5. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL SHALL BE MADE WATER TIGHT BY USE OF A RUBBER TYPE PIPE BOOT w/ NON-SHRINK GROUT.

6. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES EXCEPT FLOAT CABLES IN WET WELL.

7. WET WELL COVERS THAT ARE NOT SUBJECT TO VEHICULAR TRAFFIC SHALL BE (300 PSF RATED) ALUMINUM WITH 316 S.S. HARDWARE AND LOCK BRACKET. IF SUBJECT TO VEHICULAR TRAFFIC, WET WELL COVERS SHALL BE H-20 RATED. SIZE OF WET WELL COVER AS REQUIRED BY PUMP MANUFACTURER AND AS APPROVED BY PCU.

8. PUMPS 25 H.P. AND LARGER SHALL BE 240V/480V, 3-PHASE, W/ SOFT STARTS, SMALLER PUMPS SHALL BE 240V/480V, 3-PHASE, 60 Hz MOTOR, SUBMERSIBLE PUMP AS MANUFACTURED BY HYDROMATIC OR FLYGT ONLY. PUMP MUST BE CAPABLE OF PASSING 3" SOLIDS. ROTO PHASE POWER UNITS ARE STRICTLY PROHIBITED.

MANUFACTURER: MODEL: IMP: DIA: SPEED: RPM, DISCHARGE SIZE: IN., VOLTAGE , PHASE: 3Ø H.P. , MIN. SOLID SIZE: IN., CURVE:

9. OPERATING CONDITIONS SHALL BE GPM AT FEET TDH.

10. ALL HARDWARE IN WET WELL TO BE 316 STAINLESS STEEL.

11. 4" PLUG VALVES MAY HAVE LEVERS, ALL OTHERS SHALL HAVE GEARBOX W/ HAND WHEELS.

12. WET WELL SHALL BE PROVIDED WITH A GRATE BASED FALL PROTECTION SYSTEM.

13. ALL LOCATIONS WHERE GRAVITY PIPES ENTER OR LEAVE THE WET WELL SHALL BE MADE WATERTIGHT WITH AN APPROVED BOOT.

FIGURE

WW-09

POLK COUNTY UTILITIES, FLORIDA OCTOBER, 2015


CONTINUED FIGURE WW-10

GENERAL NOTES (CONTINUED):

(SEE FIGURE WW-09 FOR NOTES 1 TO 13)

14. ALL LOCATIONS WHERE PRESSURE PIPES ENTER THE WET WELL SHALL BE MADE WATERTIGHT WITH A WALL SLEEVE AND SEAL OR NON-SHRINKAGE GROUT.

15. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES EXCEPT FLOAT CABLES IN THE WET WELL.

16. ALL HARDWARE IN WET WELL SHALL BE 316 STAINLESS STEEL.

17. ALL CONNECTIONS IN THE WET WELL SHALL BE FLANGED JOINTS. ALL REMAINING CONNECTIONS BETWEEN THE WET WELL AND THE CONNECTION TO THE EXISTING FORCE MAIN SHALL BE RESTRAINED MECHANICAL JOINTS.

18. CHECK VALVE ARM SHALL BE LOCATED WITH THE SAME ORIENTATION (i.e. ALL ARMS ON THE LEFT SIDE OF VALVE).

19. ALL MATERIALS SHALL BE IN ACCORDANCE WITH THE " APPROVED MATERIALS CHECKLIST".

LIFT STATION NOTES

(CONTINUED)

FIGURE

WW-10


FIGURE

WW-11

DUPLEX LIFT STATION (TYPICAL) SITE PLAN

POLK COUNTY UTILITIES, FLORIDA SEPTEMBER, 2019

42' (MIN)(LOT SIZE)(SEE NOTE 5) 6' HIGH PERIMETER

22' (MIN) 17' (MIN) CHAIN LINK FENCE

ODOR CONTROL

WET WELL CONTROL PANEL

5'

SYSTEM (6' MIN DIA.) (SEE DETAILS)

2'

MIN

6' DIA. ABOVE GROUND

LIMITS OF 6" THICK STORAGE TANK

SITE TO BE CONCRETE (AS REQUIRED)

CONVEYED DRIVEWAY 5' FLUSH MOUNTED

14

' (M

IN

)

TO PCU BY CLEAN OUT CAP FEE SIMPLE A

6" PVC TITLE

2'

A

A

3' UNDERGROUND

MIN PIPE FOR ODOR

SEE NOTE 4 CONTROL

4" THICK FIBER MESH

ASSEMBLY

16

' (M

IN

)

WASH DOWN HYDRANT

CONCRETE PAD

EQUIPMENT 2 - 8'-0"

STAGING AREA SWING

45

' (M

IN

)(S

EE

N

OT

E 5

)

(8'x20') GATES

4' NOTE: LAYOUT IS BASED

6" THICK MIN

12

"

ON 6' DIAMETER WET WELL CONCRETE SLAB

AND 4" DISCHARGING PIPING. LAYOUT MUST BE ADJUSTED FOR LARGER

BOLLARDS (TYP)

WET WELLS AND DISCHARGE PIPING.

LAYOUT IS SCHEMATIC RESILIENT

UTILITY AND CAN BE REVERSED/ WEDGE GATE

EASEMENT MIRRORED OR ALTERED R/W VALVE

(T

YP

)

BASED ON FIELD

14

'

CONDTIONS. LAYOUT MUST FOLLOW APPROXIMATE LOCATIONS, SETBACKS,

*IF MASTER MANHOLE IS IN ROADWAY,

(T

YP

)

AND INTENTS. IT SHALL BE CENTERED WITHIN A SINGLE TRAFFIC LANE ALLOWING ACCESS TO THE DRIVEWAY

8'

SEE NOTE #6 EDGE OF

PAVEMENT

C/L OF 40' PUBLIC R/W 5' DIAMETER MASTER

1" WATER SERVICE MANHOLE (LINED)*

W NOTES: 1. WET WELL OPENINGS SHALL BE PROVIDED WITH FALL PREVENTION DEVICES AS SPECIFIED IN THE "APPROVED

MATERIALS CHECK LIST". 2. FENCING MAY BE REPLACED WITH OPTIONAL CONCRETE MASONRY WALL (SEE FIGURE WW-17-1) 3. SLOPE OF STATION PAD AND DRIVEWAY SHALL BE 1/8" PER 1' DOWN SLOPE (1.0%).

FROM CENTER OF WET WELL TO PERIMETER OF STATION. 4. IF MORE THAN 400 PEAK HOUR TRIPS PASSING MASTER MANHOLE, IT SHALL BE LOCATED ON SITE 5. THIS DIMENSION SHALL INCREASE 2.0' FOR EACH FOOT OF ADDITIONAL WET WELL DEPTH OVER 15'. 6. USE OF 25' RADIUS DRIVEWAY AT ROADWAY SHALL BE PROVIDED. 7. ENGINEER SHALL PROVIDE A SCALED (1" = 20' MIN) SITE SPECIFIC DETAIL. 8. DISTANCE OF 5' SHALL BE MAINTAINED FROM THE OUTSIDE EDGE OF THE WET WELL AND THE

OUTSIDE EDGE OF THE SUPPORT POSTS FOR THE CONTROL PANEL STRUCTURE. 9. IF GENERATOR REQUIRED IN ACCORDANCE WITH CODE REQUIREMENTS, THE DESIGN OF THE LIFT STATION IS

SUBJECT TO PCU APPROVAL. 10. GRADE CHANGES SHALL BE DESIGNED IN ACCORDANCE WITH FDOT DESIGN MANUAL 214, FIGURE 214.4.2/3:

COMMERCIAL WITH A MAXIMUM GRADE OF 10% AND A MAXIMUM GRADE CHANGE OF 14%.

SPO

OL

PIEC

E

6" P

VC O

DO

R C

ON

TRO

L D

IP 4

5° B

END

VEN

T AN

DVE

NT

CAP

2) D

IP 9

0° B

END

S

PETC

OC

K VA

LVE

& O

IL3'

MIN

/ I

I I

I I

-

FILL

ED S

TAIN

LESS

PRES

SUR

E G

AUG

E

A

SPO

OL

PIEC

EVA

RIE

S TO

MAI

NTA

INAL

IGN

MEN

T SH

OW

NA

ARV

PER

FIG

UR

EG

R-1

5-1

(TYP

.)

SWIN

G C

HEC

K VA

LVE

W/

OU

TSID

E W

EIG

HTE

D A

RM

(TYP

.)

PLU

G V

ALVE

(TYP

.)

A A

B 1'

-6"

SPO

OL

PIEC

EO

UTL

INE

OF

MIN

G

DIP

WYE

ACC

ESS

OPE

NIN

G(S

EE N

OTE

4)

WET

WEL

L D

IP T

EEBO

TTO

M S

LAB

F C

ABLE

HO

LDER

INFL

UEN

T PI

PE

PLAN

VIE

W

EMER

GEN

CY

FEM

ALE

QU

ICK

DIS

CO

NN

ECT

CO

UPL

ING

4" (

4"-6

"FM

),(S

EE F

IGU

RE

WW

-11

FOR

DIM

ENSI

ON

S)

2' MIN

E E D D

6" (8

"-12

" FM

), 8"

(16"

FM).

NO

TES

:

1. W

ET W

ELL

OPE

NIN

GS

SHAL

L BE

PR

OVI

DED

WIT

H F

ALL

PREV

ENTI

ON

DEV

ICES

AS

SPEC

IFIE

D IN

TH

E " A

PPR

OVE

D M

ATER

IALS

CH

ECK

LIST

".2.

BAC

KFIL

L U

ND

ER A

ND

WIT

HIN

10'

OF

WET

WEL

L C

ENTE

R A

ND

UN

DER

AN

D W

ITH

IN 5

' OF

VAU

LT S

HAL

L BE

PLA

CED

IN 1

2" L

IFTS

AND

CO

MPA

CTE

D T

O 9

5% M

AX D

ENSI

TY P

ER A

ASH

TO T

-180

, DEN

SITY

TES

T R

ESU

LTS

SHAL

L BE

PR

OVI

DED

TO

INSP

ECTO

RPR

IOR

TO

PLA

CEM

ENT

OF

SLAB

.3.

VAL

VE B

OX

SHAL

L BE

EN

LAR

GED

IF F

LOW

MET

ER R

EQU

IRED

.4.

HAT

CH

DO

OR

HIN

GES

FO

R W

ET W

ELL

ACC

ESS

ARE

TO B

E LO

CAT

ED O

N O

PPO

SITE

SID

E FR

OM

GU

IDE

RAI

LS.

DUPLEX LIFT STATION FIGURE

PLAN VIEW WW-12-1


APRIL, 2017

FIGURE

WW-12-2

DUPLEX LIFT STATION SECTION VIEW


O.C

.E

.W

.

DIP

90° B

EN

D

TR

UE

U

NIO

N (T

YP

.)

ALU

MIN

UM

A

CC

ES

S

ELE

CT

RO

FU

SIO

N O

F H

DP

E

CH

EC

K V

ALV

E W

/LE

VE

R &

W

EIG

HT

HA

TC

H W

/ LO

CK

SE

T

OR

R

ES

TR

AIN

ED

D

IP

S

LE

EV

E

AR

V P

ER

F

IG

UR

E

AN

D R

EC

ES

SE

D H

AN

DLE

D

IP

O

R H

DP

E 90 ° B

EN

D

GR

-15-1 (T

YP

.)

PR

EC

AS

T

6" D

.I. V

EN

T W

/ V

AN

DA

L P

RO

OF

D

IP

90° B

EN

D

CO

NC

RE

TE

T

OP

VE

NT

C

AP

A

ND

S

CR

EE

N

W/T

RA

FF

IC

R

AT

ED

4" C

ON

CR

ET

E P

AD

3' M

IN

4" C

ON

CR

ET

E P

AD

B

W

/F

IB

RE

M

ES

H

12" M

AX

.

RE

IN

FO

RC

EM

EN

T

36"

36"

2"

8"

ELE

V. T

,S

H

LE

VE

L

TR

AN

SM

IT

TE

R

JO

IN

T M

AT

ER

IA

L T

O

*4 - 6"

24"

MIN.

BE

W

RA

PP

ED

P

OW

ER

C

AB

LE

P

IP

E

AR

OU

ND

P

IP

E (T

YP

.)

2" D

IA

. S

CH

. 40,

TY

PE

316

S

TA

IN

LE

SS

S

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A

G

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E R

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.

MIN

. 3/8" H

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Y

ST

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SS

S

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EL LIF

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CA

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, T

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90° F

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NO

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ON

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/R

MJ 90° B

EN

D W

IT

H

HD

PE

M

J A

DA

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(IF

U

SIN

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ER

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(S

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ET

W

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ND

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ON

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EN

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W-12-5)

3'

MIN.

LO

W LE

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L A

LA

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18"

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GR

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T

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V. Z

DE

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BY

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9" M

IN

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3"

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.W

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24 V

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FD

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# 57

9

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GR

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MIN

. 3/4 D

IA

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ST

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S

TE

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PE

316 A

NC

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XT

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7" IN

TO

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PE

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ED

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D IN

T

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2. S

EE

F

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W-12-3 F

OR

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CR

IP

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O

F D

IM

EN

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YM

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LS

.

3. P

ER

M

AN

UF

AC

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R'S

M

IN

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S

UB

ME

RG

EN

CE

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4. IF

P

LU

G V

ALV

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4 IN

, LE

VE

R O

PE

RA

TE

D; IF

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4 IN

, W

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EL

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5. E

AC

H P

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P S

HA

LL B

E F

IT

TE

D W

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H T

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E 316 S

S, 3/4" C

HA

IN

A

TT

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HE

D F

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M T

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LIF

TIN

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EC

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NIS

M T

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LE

H

OLD

ER

6. W

ALL P

EN

ET

RA

TIO

N S

HA

LL B

E W

IT

H W

ALL S

LE

EV

E C

OM

PA

TIB

LE

W

/ LIN

ER

A

ND

R

ES

ILIE

NT

S

EA

L B

OO

T O

R N

ON

S

HR

IN

K G

RO

UT

F

OR

G

RA

VIT

Y O

R M

OD

ULA

R S

EA

L F

OR

F

OR

CE

M

AIN

S.

7. R

EF

ER

T

O F

IG

UR

E W

W-12-3 F

OR

P

UM

P O

PE

RA

TIN

G LE

VE

LS

DESCRIPTION

THICKNESS OF WALL (8" MIN.) DIAMETER OF WET WELL (6' MIN.) WIDTH OF BOTTOM FILLET C/L TO C/L OF PUMPS LENGTH OF PUMP ACCESS OPENING WIDTH OF PUMP ACCESS OPENING BASE ELBOW TO EDGE OF PIT TOP OF WET WELL FINISHED GRADE

SYMBOL

FLOOR OF WET WELL

DIMENSION

SEE NOTE 1

ELEVATION

NOTE:

1. PER PUMP MANUFACTURER'S REQUIREMENTS

2. TOP OF PUMP STATION SHALL BE NO LOWER THAN THE 25 YEAR FLOOD 24 HOUR ELEVATION. THE BOTTOM OF STATION CONTROL AND ELECTRICAL BOXES SHALL BE NO LOWER THAN THE 100 YEAR 24-HOUR FLOOD ELEVATION.

3. SEASONAL HIGH GROUND WATER ELEVATION 'SH' SHALL BE CONSIDERED THE SAME AS THE TOP OF WET WELL ELEVATION.

A B C D

E F G T U

Z

SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 SEE NOTE 1

SEASONAL HIGH WATER ELEVATION (SEE NOTE 3) SH

DUPLEX LIFT STATION

DIMENSIONS AND ELEVATIONS TABLE

FIGURE

WW-12-3


INVERT OF GRAVITY PIPE P

DESCRIPTION

VALVE HIGH-HIGH LEVEL ALARM HIGH LEVEL ALARM LAG PUMP ON

BOTH PUMPS OFF LOW LEVEL ALARM

SYMBOL TRANSMITTER ELEVATION FLOAT ELEVATION

I J L

N O

LEAD PUMP ON M

--------

--------

----

FIGURE WW-12-4

TYPICAL FLOAT TYPE LEVEL SWITCH INSTALLATION


STANDARD LIFT STATION RACK

LEVEL SWITCHES

NOTES:

1. HANG FROM STANDARD LIFT STATION RACK

TYPICAL LIFT STATION

HDPE PIPE BRACING

FIGURE

WW-12-5


S.S. PIPE CLAMPS

RUBBER STRIP BETWEEN PIPE CLAMP AND PIPE

1/2"x2-1/2" S.S. ANCHOR BOLTS (TYP.) SEE NOTE 1

S.S. ANGLE BRACES (TYP)

S.S. GUSSET PLATE

S.S. 1-5/8" CHANNEL

NOTE:

1. BOND ANCHOR BOLTS USING HIGH STRENGTH ANCHORING EPOXY FOR CONCRETE.

FIGURE WW-13

TRIPLEX LIFT STATION (TYPICAL)

SITE PLAN POLK COUNTY UTILITIES, FLORIDA

SEPTEMBER, 2019

55' (MIN)

23' (MIN) 32' (MIN)5' (MIN) 6' HIGH

SEE NOTE 6 5' (MIN)

SEE NOTE 6 PERIMETER

5' 5'

(MIN)

10

' M

IN

CHAIN LINK

(MIN) 15' MIN 7'

FUEL FENCE TOPPED

5' GENERATOR STORAGE

W/3 STRANDS

(MIN) TANK

OF BARB WIRE

PANEL (SEE

5'

5'

8'

2'

13

'

11'

(MIN)

5' (MIN)

W

2 - SWING GATES

WET WELL (10' MIN DIA.)

TYPICAL UTILITY EASEMENT (WIDTH VARIES) BEHIND R/W (AS REQUIRED)

5' DIAMETER MASTER MANHOLE (LINED)

WASH DOWN ASSEMBLY (SEE A-411, WW-18)

DETAILS)

LIMITS OF SITE TO BE CONVEYED TO PCU BY FEE SIMPLE TITLE

SIDEWALK

MANHOLE

EDGE OF PAVEMENT

GRAVITY WASTEWATER MAIN

4" THICK FIBER MESH CONCRETE PAD

33

' (M

IN

)

SE

E N

OT

E 6

SEE NOTE #7

R/W

C/L OF PUBLIC R/W (40' TYP)1" WATER

SERVICE

27

' (M

IN

)

SE

E N

OT

E 6

20

' (M

IN

)

PUMP OUT

60

' (M

IN

)

5' (MIN)

NOT TO SCALE

ODOR CONTROL SYSTEM, 6' DIA. ABOVE GROUND STORAGE TANK

6" PVC UNDERGROUND PIPE FOR ODOR CONTROL

DOORS

CLEAN OUT CAP

14'UTILITY EASEMENT

12'-0" 6" THICK

CONCRETE DRIVEWAY

FUTURE CONTROL

DOUBLE

MCC BLDG FLUSH MOUNTED

NOTES: 1. WET WELL OPENINGS SHALL BE PROVIDED WITH FALL PREVENTION DEVICES AS SPECIFIED IN THE

" APPROVED MATERIALS CHECK LIST". 2. FENCING MAY BE REPLACED WITH OPTIONAL CONCRETE MASONRY WALL (SEE FIGURE WW-17-1 + 2 ) 3. SLOPE OF STATION PAD AND DRIVEWAY SHALL BE 1/8" PER 1' DOWN SLOPE (1.0%), NO LESS OR MORE,

FROM CENTER OF WET WELL TO PERIMETER OF STATION. 4. ENGINEER SHALL PROVIDE A SCALED (1" = 20' MIN) SITE SPECIFIC DETAIL. 5. MINIMUM DISTANCE BETWEEN FENCE AND ALL INSTALLED EQUIPMENT SHALL BE 5.0'. 6. THIS DIMENSION SHALL INCREASE 1.0' FOR EACH FOOT OF ADDITIONAL WET WELL DEPTH OVER 15'. 7. USE OF 25' RADIUS DRIVEWAY AT ROADWAY SHALL BE PROVIDED. 8. MINIMUM DRIVEWAY LENGTH FROM LIFT STATION'S GATES TO THE ADJACENT ROADWAY'S EDGE OF

PAVEMENT OR BACK OF CURB SHALL BE 20' ALONG LOW TRAFFIC VOLUME TWO LANE RESIDENTIAL

ROADWAYS. DRIVEWAY LENGTH ALONG ALL OTHER ROADWAYS SHALL NOT BE LESS THAN 45'. 9. GRADE CHANGES SHALL BE DESIGNED IN ACCORDANCE WITH FDOT DESIGN MANUAL 214, FIGURE

214.4.2/3: COMMERCIAL WITH A MAXIMUM GRADE OF 10% AND A MAXIMUM GRADE CHANGE OF 14%.

4 x DIA (24" MIN.)

CAB

LE H

OLD

ER

OU

TLIN

E O

F AC

CES

S O

PEN

ING

90° B

END

AN

D E

MER

GEN

CY

PUM

P O

UT

CO

NN

ECTI

ON

W/V

ALVE

ABO

VE G

RO

UN

D (S

EE F

IGU

RE

WW

-14-

2)

CAP

PED

NIP

PLE

AND

VALV

E FO

R P

RES

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E G

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YP)

PLU

G V

ALVE

LEV

ER O

PER

ATO

R (4

") H

AND

WH

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(6" &

LAR

GER

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CH

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/LEV

ER &

WEI

GH

T

6" P

VC P

IPE

FOR

FU

TUR

E O

DO

R C

ON

TRO

L SY

STEM

1/2"

EXP

JT

MAT

F

G

TRIPLEX LIFT STATION

PLAN VIEW

FIGURE

WW-14-1

ABO

VE G

RO

UN

D BE

LOW

GR

OU

ND

12" S

POO

L PI

ECE

(TYP

)

SPO

OL

PIEC

E

90° B

END

(TYP

)

45° B

END

45° B

END

(TYP

)

Y-C

ON

NEC

TIO

N (T

YP)

SPO

OL

(TYP

)

SPO

OL

PIEC

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D D

J

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3'

BELO

W G

RO

UN

D

TYPI

CAL

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CAT

ION

OF

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PAN

EL VE

NT

AND

VEN

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AP

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(SEE

FIG

UR

E W

W-1

0 FO

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NS)

NO

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:

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ET W

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OPE

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L BE

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H F

ALL

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ENTI

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D IN

TH

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OVE

D M

ATER

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CH

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". 2.

PR

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DE

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NT

CLE

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BETW

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PAR

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L PI

PES

TO R

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MS

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UT

REM

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VE.

3. B

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UN

DER

AN

D W

ITH

IN 1

0' O

F W

ET W

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TER

SH

ALL

BE P

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12"

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ND

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D T

O 9

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AX D

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TY P

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TY T

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RES

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S SH

ALL

BE P

RO

VID

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O IN

SPEC

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PR

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TO

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OF

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. 3.

HAT

CH

DO

OR

HIN

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R W

ET W

ELL

ACC

ESS

ARE

TO B

E LO

CAT

ED O

N O

PPO

SITE

SID

E FR

OM

GU

IDER

AILS

.

2" V

ENT

LIN

E

90° B

END

(TYP

)

12" MIN

12" MIN

5'


INFL

UEN

T PI

PE

FIGURE

WW-14-2

TRIPLEX LIFT STATION (ABOVE GROUND PIPING) SECTION VIEW


6

0

°

FL

AN

GE

D

6" D

IA

. V

EN

T W

IT

H V

AN

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L

PL

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V

AL

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(S

EE

N

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ST

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SS

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,

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MA

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K

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CY

PR

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F V

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&

S

CR

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N

TY

PE

3

16

P

RE

SS

UR

E

PU

MP

O

UT

Q

UIC

K D

IS

CO

NN

EC

TIO

N

12

" S

PO

OL

P

IE

CE

PR

EC

AS

T C

ON

CR

ET

E T

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G

UA

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P

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36" 36"

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TR

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24" MIN.

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HE

L

IF

TIN

G M

EC

HA

NIS

M T

O

T

HE

C

AB

LE

H

OL

DE

R.

7.R

EF

ER

T

O F

IG

UR

E W

W-1

4-3

F

OR

P

UM

P O

PE

RA

TIO

N

L

EV

EL

S.

DESCRIPTION

THICKNESS OF WALL 8" (MIN) DIAMETER OF WET WELL 10' (MIN) WIDTH OF BOTTOM FILLET C/L TO C/L OF PUMPS LENGTH OF PUMP ACCESS WIDTH OF PUMP ACCESS BASE ELBOW TO EDGE OF PIT

TOP OF WELL FINISH GRADE

SYMBOLS

A B C D E F G

S T

FLOOR OF WET WELL Z

DIMENSIONS ELEVATIONS

NOTE :

1. THESE DIMENSIONS SHALL BE SET AS PER PUMP MANUFACTURERS REQUIREMENTS. 2. TOP OF PUMP STATION SHALL BE NO LOWER THAN THE 25 YEAR 24 HOUR FLOOD ELEVATION. THE BOTTOM OF STATION CONTROL AND ELECTRICAL BOXES SHALL BE NO LOWER THAN THE 100 YEAR 24 HOUR FLOOD ELEVATION. 3. SEASONAL HIGH GROUND WATER ELEVATION (SH) SHALL BE CONSIDERED THE SAME AS THE TOP OF WET WELL ELEVATION.

CENTERLINE OF HEADER PIPE R

SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 SEE NOTE 1 SEE NOTE 1

SEASONAL HIGH WATER ELEVATION (SEE NOTE 3)

TRIPLEX LIFT STATION

DIMENSIONS AND ELEVATIONS TABLE

SH

FIGURE

WW-14-3


INVERT OF GRAVITY PIPE P

---- ---- ---- ---- ---- ---- ----

---- ---- ---- ---- ---- ----

DESCRIPTION

VALVE HIGH-HIGH LEVEL ALARM HIGH LEVEL ALARM

LAG PUMP ON

BOTH PUMPS OFF LOW LEVEL ALARM

SYMBOL TRANSMITTER ELEVATION FLOAT ELEVATION

I J

L-2

N O

LEAD PUMP ON M

LAG-LAG PUMP ALARM L-1 ----

--------

--------

----

NTS

PIPE

PRESSURE GAUGE

NTS SECTION VIEW

1/4" BV MATERIAL TO MATCH PIPE MATERIAL

1/4" TO MATCH SEAL MATERIAL

SS TEST TAP (1/4" PIPE). LOCATE ON LOWER DIAPHRAGM FLUSHING CONNECTION WITH TEE.

PRESSURE SEAL WITH 1/4" NPT CONNECTIONS (SEE SPECIFICATIONS)

PIPE CONNECTION AS PER PIPE MFG RECOMMENDATION

ALL MATERIALS SHALL BE TYPE 316 STAINLESS STEEL

LEGEND 1. BASE 2. CONCRETE PAD 3. SUPPORT COLUMN 4. HEIGHT ADJUSTMENT NUT 5. SUPPORT SHAFT - THREADED 6. MANUFACTURED PIPE SUPPORT CRADLE 7. WELD 8. ANCHOR (4-TYP) 9. LAG BOLT (4-TYP)

6 7 5

4 3

7 9 1

8 2

24" M

AX.

GAUGE/DIAPHRAGM ASSEMBLY

FLANGE PIPE SUPPORT DETAIL NTS

FLANGED PIPE

PIPE SUPPORT AND GAUGE / DIAPHRAGM ASSEMBLY

(TYPICAL)

FIGURE

WW-15


FIGURE WW-16

CHAIN LINK FENCE (TYPICAL)


#9 GALV CLIPS 2'-MAX SPACING 10'-0" TO CENTER (MAX)

POST CAP TOP RAIL

CORNER POST STRETCHER BARS

6'-0

"

#9 TIE WIRES

FABRIC 3/8" ROUND

12" OC

TRUSS ROD (SEE NOTE 1)

LINE POST

FINISHED TENSION

1"

6" TURNBUCKLE

GRADE WIRE

LS SLAB LIMITS 36"

3000 PSI CONCRETE

4" THICK FIBER MESH REINFORCED 3000 PSI LIFT STATION CONCRETE SLAB

6"

TY

P

12"

FENCE DETAIL

GATE POST (TYP)

8' 0"

GATE CORNER

FABRIC

6" THICK FIBER MESH REINFORCED 3000 PSI DRIVEWAY CONCRETE SLAB

4" THICK FIBER MESH REINFORCED

8' 0" 3/8" ADJ TRUSS RODS

GATE FRAME

CENTER STOP 12" X 12" X 12" (SEE NOTE 2)

TYP

3000 PSI LIFT STATION CONCRETE SLAB

DOUBLE SWING GATE DETAIL NOTES: 1. TRUSS RODS ARE REQUIRED FOR EACH GATE SECTION AND THE FIRST SPAN ON EACH SIDE OF A

GATE AND EACH SIDE OF A CORNER POST ONLY. 2. GATE SHALL BE CAPABLE OF BEING LOCKED SECURELY WITH MINIMUM SPACE BETWEEN GATES. 3. FENCING SHALL BE BLACK, FACTORY APPLIED VINYL CLAD. 4. THREE STRANDS OF BARBED WIRE SHALL BE INSTALLED ON TOP ONLY IF APPROVED BY PCU. 2'

FENCE AND GATE POST CAP EXTENSION SHALL BE INCORPORATED INTO FENCE AND/OR GATE DESIGN ACCORDINGLY. BARBED WIRE SHALL BE INSTALLED VERTICALLY AT GATE.

5. MINIMUM 15' COMPLETELY CLEAR OPENING REQUIRED TO ACCOMMODATE HEAVY EQUIPMENT AND/OR EMERGENCY VEHICLES.

NOTES:

1. ENGINEER TO PROVIDE SIGNED AND SEALED STRUCTURAL WALL DESIGN. WALL PERMIT REQUIRED BY THE POLK COUNTY BUILDING DEPARTMENT.

LIFT STATION WALL (TYPICAL) SECTION VIEW

FIGURE WW-17-1


PLAN VIEW

WALL 8"

(2) 8' SWING GATE

8'

GATE ELEVATION

BLACK ANODIZED ALUMINUM ARCH SWING GATES

CANTILEVER SWING GATE (TYPICAL) FIGURE

WW-17-2

NOTE:

1. A ROLLER TYPE GATE MAY BE SUBSTITUTED TOR SWING GATES AS APPROVED OR REQUESTED BY PCU.


16'

16'

LIFT STATION WASH DOWN ASSEMBLY

(TYPICAL)

NOTES:

1. ALL ABOVE GROUND PIPING AND APPURTENANCES SHALL BE 3/4" SCH 40 BRASS PIPE.

2. AN APPROVED REDUCED PRESSURE ZONE ASSEMBLY SHALL BE SELECTED IN ACCORDANCE WITH PCU'S " APPROVED CROSS CONNECTION CONTROL ASSEMBLY LIST"

3. UNDERGROUND PIPING SHALL CONFORM TO POTABLE WATER SERVICE LATERAL SPECIFICATIONS FOR PE PIPE.

4. ALL ABOVE GRADE PIPING SHALL RECEIVE TWO COATS OF BLUE EPOXY PAINT.

5. METER SHALL BE FURNISHED AND INSTALLED BY PCU.

6. THE CONTRACTOR SHALL FURNISH AND INSTALL ENTIRE ASSEMBLY, INCLUDING METER YOKE.

FIGURE

WW-18


18"

12"

PLUGGED PIPE

WATER METER

BRASS HOSE BIB WITH THREADS

FREEZE VALVE (MOUNTED ON TEE)

REDUCED PRESSURE ZONE ASSEMBLY

6" DIA. SCH. 40 PVC PIPE, EARTH FILLED

FLOW FROM CURB STOP

LIFT STATION PAD

18" LIFT STATION CONCRETE PAD

BALL VALVE

APPROPRIATE SIZED METER YOKE TO ACCOMMODATE PROPOSED METER

TEE AND BALL VALVE (FUTURE PRESSURE TRANSMITTER)

1" CAPPED PVC

TO CONTROL PANEL

FIGURE

WW-19


THIS PAGE IS INTENTIONALLY BLANK

FIGURE WW-20-1

DUPLEX PUMP CONTROL PANEL SITE LAYOUT


1 DETAIL

JUNCTION BOX BILL OF MATERIALSITEM QTY, DESCRIPTION

2HOFFMAN NEMA 4X ENCLOSURE 12"H X 12"W X 6"D.CAT. NO, EXE12126SS61 WITH SUBPANEL CAT. NO,CP1212G DR EQUAL

25 TERMINAL BLOCK, EATON XB DR PHOENIX UT FOR INSTRUMENT WIRING

8 TERMINAL BLOCK EATON XB, DR PHOENIX UT FORPOWER WIRING

2 3" HIGH X 7" LONG WHITE PHENOLIC NAMEPLATEWITH 3/8" HIGH BLACK LETTERING AS SHOWN

1. CONFIRM EXISTING PUMP LEAD COLORS AND MATCH ORDER. 1-RED/2-BLK/3-WHT WAS THE EXISTING ORDER AT LIFT STATION 283.

2. SEE CONDUIT SCHEDULE, SHEET WW20-3, FOR SIZE REQUIREMENTS OF TERMINAL BLOCKS AND WIRING.

NOTES:

DUPLEX PUMP JUNCTION BOX DETAILS FIGURE WW-20-2


CONDUIT/CABLE SCHEDULE - Z LAYOUT CABLE CONDUIT

CABLE lYPE, SIZE FROM TO NO. lYPE/SIZE

2• RIGID MIN. 3#12 {PH), 1#12 (GND), MAX. 3-#6 (PH), CONTROL A POWER JB ALUMINUM PANEL 1-#6 (GND) FOR PUMP MOTOR RATINGS 1 HP THRU 1!". HP 2 SHIELDED lWISTED PAIR, #16 AWG USED FOR

1" RIGID CONTROL B MOTOR SEALS AND 4-#16 AWG, FOR MOTOR POWER JB ALUMINUM PANEL THERMALS AND 2-#16 AWG SPARES 6-#14 FOR FLOATS, SINGLE SHIELDED TWISTED

2• RIGID CONTROL C PAIR (#1 16 AWG} FOR LEVEL TRANSMITTER AND CONTROL JB ALUMINUM PANEL 2-#14 SPARES

2" SCH NEW CONTROL CONDUCTORS FOR FLOATS AND D LIFT STATION CONTROL JB 80 PVC LEVEL TRANSMITTERS

2" SCH EXISTING 120V CONTROL CONDUCTORS FOR PUMP MOTOR SEAL E POWER JB 80 PVC MOTOR SEALS AND THERMAL AND THERMAL

2" SCH EXISTING PUMP MOTOR FEEDER CONDUCTORS 230 F PUMP MOTOR POWER JB 80 PVC VAC, 3 PH

1" RIGID CONTROL 3 KVA G 2 #12 {PH}, 1 #12 AWG {GND) THW ALUMINUM PANEL TRANSFORMEF

1" RIGID 1-#10 {PH), 1-#10 {NEUT}, 1-#10 AWG {GND} 3 KVA CONTROL H ALUMINUM THW TRANSFORMER PANEL

2• RIGID 1-#12 {PH), 1-#12 {NEUT}, 1-#12 AWG {GND} CONTROL J AREA LIGHT ALUMINUM THW PANEL

2" SCH EXISTING PUMP MOTOR FEEDER CONDUCTORS FOR K PUMP MOTOR POWER JB 80 PVC 460 VAC, 3 PH

FOR 460 VAC APPLICATION 3- #12 (PH), l -#12 2" RIGID (GND}, FOR PUMP MOTORS (3 HP, 5 HP, 7.5 HP, 10 CONTROL L POWER JB ALUMINUM PANEL HP) AND 3-#10 (PH}, 1-#10 (GND) AWG FOR 15 HP

PWM P MOTORS

FOR 230 VAC APPLICATION - POWER CONDUCTORS, MANUAL 2• RIGID MIN. 3-#6 (PH), 1-#6 (N}, MAX. 3-#1/0 (PH}, M UTILITY METER TRANSFER ALUMINUM 1-#1/0 (N}, FOR PUMP MOTOR RATINGS 1 HP THRU SWITCH 15 HP FOR 230 VAC APPLICATION - POWER CONDUCTORS,

2• RIGID MANUAL MIN. 3-#6 {PH), 1-#6 {N} & 1-#6 {GND}, MAX. N CONTROL ALUMINUM TRANSFER 3-#1/0 {PH}, 1-#1/0 {N}, & 1-#4 {GND} FOR PANEL SWITCH PUMP MOTOR RATINGS 1 HP THRU 15 HP

FOR 460 VAC APPLICATION - POWER CONDUCTORS, MANUAL p 2• RIGID MIN. 3-#6 (PH), 1-#6 (N}, MAX. 3-#2 (PH), 1-#2 2 UTILITY METER TRANSFER

ALUMINUM (N}, FOR PUMP MOTOR RATINGS 3 HP THRU 15 HP SWITCH

FOR 460 VAC APPLICATION - POWER CONDUCTORS, 2• RIGID MANUAL

R MIN. 3-#6 {PH), 1-#6 {N} & 1-#6 {GND}, MAX. CONTROL ALUMINUM TRANSFER 3-#2 {PH}, 1-#2 {N), & 1-#4 {GND) FOR PUMP PANEL SWITCH MOTOR RATINGS 3 HP THRU 15 HP

1• SCH EMPTY CONDUIT STUBBED UP AND CAPPED FOR CONTROL WASH DOWN T 80 PVC FUTURE PRESSURE TRANSMITTER PANEL ASSEMBLY

NOTES: 1. FOR MOTORS LARGER THAN 15HP SIZE CONDUCTORS AND

CONDUIT IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC) NFPA-70.

2. INSTALL ADDITIONAL CONDUIT AND CONDUCTORS FOR ADDITIONAL PUMPS AS REQUIRED.

3. ALUMINUM IN CONTACT WITH CONCRETE OR EARTH SHALL BE COATED.

DUPLEX PUMP CONDUIT SCHEDULES BLOCK DIAGRAM FIGURE WW-20-3

POLK COUNTY UTILITIES, FLORIDA JUNE, 2017

FIGURE

WW-21



DUPLEX PUMP ELECTRICAL LEGEND


FIGURE WW-22-1

OCTOBER, 2016

A AH AL

ASR AHU AIC ATS AUX BAT BKR

BLDG BPC

C CP

CPSA CT CU DH

DISC DO

DPDT DPST ELEC ELR EM

ENCL EP

ETM EUH

EXIST FPL FS

GEN GFCI

GND. G GRS HOA HOR HP

HWY INSTR

JB KVA KW

LTG MAX MCC MSC MTD MTS NEC

NEUT, N NTS OC OH OIT PIC

p PC

PCP PE PM

PMR

PNL

PS PSU PVC

RECPT R

RTU RVNR

SH SS

STP STR

SUPP sw

SWGR TB

TBR TD TR

TYP UG

UON UPS

V VFD

W

AMPERES AMP HOUR OR ALARM HORN ALARM LIGHT ALARM SILENCE RELAY AM HANDLING UNIT AMPS INTERRUPTING CURRENT AUTOMATIC TRANSFER SWITCH AUXILARY BATTERY BREAKER BUILDING BACKUP PUMP CONTROLLER CONDUIT CONTROL PANEL CONTROL PANEL SURGE ARRESTOR MOTOR CURRENT COPPER DATA HIGHWAY DISCONNECT DOTAL OUTPUT DOUBLE POLE DOUBLE THROW DOUBLE POLE SINGLE THROW ELECTRICAL EMERGENCY LOCK-OUT RELAY EMERGENCY ENCLOSURE EXPLOSION PROOF ELAPSED TIME METER ELECTRIC UNIT HEATER EXISTMG FLORIDA POWER AND LIGHT FLOAT SWITCH

GENERATOR GROUND FAULT ORCUTT INTERRUPTER GROUND GALVANIZED RIGID STEEL HAND-OFF-AUTOMATIC HAND-OFF-REMOTE HORSEPOWER HIGHWAY INSTRUMENTATION JUNCTION BOX KILOVOLT-AMPERES KILOWATT LIGHTING MAXIMUM MOTOR CONTROL CENTER MANUFACTURER SUPPLIED CABLE MOUNTED MANUAL TRANSFER SWITCH NATIONAL ELECTRIC CODE NEUTRAL NOT TO SCALE ON CENTER OVERHEAD OPERATOR INTERFACE TERMINAL PROGRAMMABLE LOGIC CONTROLLER POLE PHOTOCELL PUMP CONTROL PANEL POWER EQUIPMENT PHASE MONITOR PUMP MONITOR

PANEL PUMP STATION POWER SUPPLY UNIT POLYVINYL CHLORIDE RECEPTACLE RELAY REMOTE TELEMETRY UNIT REDUCED VOLTAGE NON-REVERSING SHIELDED STAINLESS STEEL OR SELECTOR SWITCH SHIELDED TWISTED PAIR STARTER SUPPRESSOR SWITCH SWITCHGEAR TERMINAL BLOCK TO BE REMOVED TIME DELAY TRANSFORMER TYPICAL UNDERGROUND UNLESS OTHERWISE NOTED UNINTERRUPTABLE POWER SUPPLY VOLT VARIABLE FREQUENCY DRIVE

WATT

PHASE

1. ALL WORK SHALL COMPLY WITH NEO. AND LOCAL CODES.

2. CONDUCTORS SHALL NOT BE SPLICED EXCEPT AS NOTED IN SPECS.

1 ALL CONTROL PANELS SHALL BE UL LISTED.

4. THESE DRAWINGS ARE INTENDED TO SHOW STANDARDS ON REHABS AND RENOVATIONS. THERE HAY BE DIFFERING DETAILS ON A SITE BY SITE BASIS.

5. DASHED WIRING - EXTERNAL TO CONTROL PANEL ENCLOSURE.

6. WIRE NOTES'

A. ALL POWER WIRES SHALL BE THW OR THWN 75 DEGREE CELSIUS INSULATED STRANDED COPPER CONDUCTORS AND SHALL BE APPROPRIATELY SIZED FDR THE GIVEN LOAD APPLICATION. ALL CONTROL CIRCUIT WIRE SHALL BE TYPE THW/THWN STRANDED. ALL WIRING WITHIN THE ENCLOSURE SHALL BE NEATLY ROUTED BY THE USE OF SLOTTED TYPE WIRING DUCT WITH SNAP ON TYPE

COVERS.

B. INTERIOR WIRING SHALL BE NEATLY BUNDLED WITH NYLON TIES AND INCLUDE SUFFICIENT LOOPING ACROSS THE HINGES TO PREVENT WIRE DAMAGE, WITH EACH END OF CONDUCTOR MARKED CUFoD AND COLOR CODED IN ACCORDANCE WITH UL STANDARD 508A.

C. ALL WIRING SHALL BE NUMBERED AND TAGGED SO THAT EACH WIRE CORRESPONDS WITH THE LIFT STATION'S ELECTRICAL SCHEMATIC.

TERMINAL POINTS OF ALL TERMINAL STRIPS SHALL BE PERMANENTLY IDENTIFIED. ALL TERMINAL NUMBERS AND IDENTIFYING

NOMENCLATURE SHALL CORRESPOND TO AND BE SHOWN ON ELECTRICAL DIAGRAMS.

ALL WIRING SHALL BE PERMANENTLY IDENTIFIED WITH HEAT SHRINK PREPRINTED LABELS DR PERMANENT CUP-ON LABELS AND BE SHOWN ON THE ELECTRICAL SCHEMATIC DIAGRAMS.

D. SURGE SUPPRESSOR LEADS TO BE AS SHORT AS PRACTICAL

E. CONTROL WIRING SHALL BE NO SMALLER THAN *14 AWG. EXCEPT FOR ANALOG SIGNAL WIRING WHICH SHALL BE TWISTED PAIR, #16 AWG

RED/BLK, UNLESS NOTED.

F. ALL WIRING IN PANELS SHALL BE IN DUCT TYPE WIREWAY DR A FLEXIBLE PROTECTIVE SLEEVE WHERE A WIREWAY IS NOT PRACTICAL ALL WIRE SHALL BE TERMINATED TO THE TERMINAL BLOCK. THE USE OF WIRE NUTS, BUTT SPLICES OR SIMILAR CONNECTIONS ARE PROHIBITED.

DUPLEX RECEPTACLE

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

LOT SWITCH. NORMALLY OPEN

LOT SWITCH, NORMALLY CLOSED

PRESSURE SWITCH, NORMALLY OPEN

PRESSURE SWITCH, NORMALLY CLOSED

FLOAT SWITCH, NORMALLY OPEN

FLOAT SWITCH, NORMALLY CLOSED

FLOW SWITCH, NORMALLY OPEN

FLOW SWITCH, NORMALLY CLOSED

TEMPERATURE SWITCH, NORMALLY OPEN

TEMPERATURE SWITCH, NORMALLY CLOSED

NORMALLY OPEN, TIMED TO CLOSE CONTACT

NORMALLY CLOSED. TIMED TO OPEN CONTACT

NORMALLY CLOSED, TIMED TO CLOSE CONTACT

NORMALLY OPEN, TIED TO OPEN CONTACT

LOT SWITCH

TORQUE SWITCH

PRESSURE SWITCH

ZERO SPEED SWITCH

SOLENOID VALVE

LIQUID LEVEL SWITCH

VIBRATION SWITCH

ALARM RELAY

ALARM TIMER

CONTROL RELAY

MOTOR STARTER

TIMING RELAY

ALARM INDICATING LIGHT

RUN INDICATING LIGHT

MOMENTARY CONTACT PUSHBUTTON

MOMENTARY BREAK PUSHBUTTON OR RESET

KEYED SWITCH

MAINTAINED CONTACT ON-OFF SWITCH

START/STOP (S/S) CONTROL SWITCH MAINTAINED CONTACT

THREE POSITION MAINTAINED CONTACT SELECTOR SWITCH

FUSE

MOLDED CASE CIRCUIT BREAKER

CONTROL POWER TRANSFORMER

REMOTE TERMINAL BLOCK PONT

HORN

JUNCTION BOX N.E.C. SURFACE MOUNTED UNLESS INDICATED OTHERWISE.

JUNCTION BOX PER N.E.C., FLUSH MOUNTED UNLESS INDICATED OTHERWISE.

VARIABLE FREQUENCY DRIVE

THERMOSTAT

TERMINATION CABINET, CLASS 1, DIVISION 2

REFERENCED ITEM, X COMPONENT NUMBER

ANALYZING INDICATING TRANSMITTER

FLOW ELEMENT

LEVEL SWITCH

LEVEL ELEMENT

PRESSURE SWITCH

LIQUID LEVEL SWITCH

FLOW SWITCH

FLOW INDICATING TRANSMITTER

LEVEL INDICATING TRANSMITTER

COMBINATION MOTOR STARTER

VOLTMETER

AMMETER

GROUND FAULT INTERRUPTER

CAPACITOR

DRAW-OUT CIRCUIT BREAKER

MOLDED CASE CIRCUIT BREAKER

TYPICAL SELECTOR SWITCH AND CONTROL SEE ELEMENTARY DIAGRAMS FOR EXACT TYPE.

ELECTRIC A.C. MOTOR, NO. INDICATES HORSEPOWER.

ELECTRIC D.C. MOTOR, NO. INDICATES HORSEPOWER.

SERVICE OR EQUIPMENT GROUND.

NON-FUSIBLE DISCONNECT SWITCH, 3GA.3P UNLESS OTHERWISE INDICATED.

NON-FUSIBLE DISCONNECT SWITCH, 3CAJP UNLESS OTHERWISE INDICATED. WITH REMOTE CONTROL STATION AS REQUIRED BY ELEMENTARY DIAGRAMS OR SPECS

LIGHTING PANELBOARD

POWER PANELBOARD

KIRK KEY INTERLOCK

CURRENT TRANSFORMERS

POTENTIAL TRANSFORMERS

MANUAL OR AUTOMATIC TRANSFER SWITCH

ELECTRICAL SCHEMATICS SYMBOLS CONTROL DIAGRAM SYMBOLS ABBREVIATIONS NOTES

NOTES 1. ENCLOSURE ENTRIES USE HUBS OR FITTINGS WITH SAME ENVIRONMENTAL

RATING AS ENCLOSURE.

2. REFER TO DRAWING VV-22-6 FOR BILL OF MATERIALS AND VV-22-7 FOR NAMEPLATE SCHEDULE.

DUPLEX PUMP PANEL ENCLOSURE LAYOUT FIGURE WW-22-2


@ BATTERY SHELF

~

~;_;~;;;:::;:_;~ ~ <460VAC SYSTEMS □NLYl ,.....( MCS

~1 ®"'i' 14

I

n~

u 0 0 0

000 000 000 000 000 000

@ PDB 0

2 [r 2 [r

PANEL BACK PLATES LAYOUT (NOT TO SCALE)

NOTES: 1.

2,

REFER TD DRA WING WW-22-6 FDR BILL □F MATERIALS AND WW-22-7 FDR NAMEPLATE SCHEDULE

VERIS H71LC FDR 230V INST ALLA TI□N, VERIS H721HC FDR 460V INST ALLA TI□ N,

DUPLEX PUMP ELECTRICAL PANEL INTERIOR LAYOUT FIGURE WW-22-3


NOTES' 1. REFER TO DRAWING VW-22-6 FOR BILL OF MATERIALS AND

WW-22-7 FOR NAMEPLATE SCHEDULE

DUPLEX PUMP ENCLOSURE DEADFRONT LAYOUT FIGURE WW-22-4


DUPLEX PUMP ENCLOSURE DEADFRONT LAYOUT DETAILS FIGURE WW-22-5


CONTROL PANEL - BILL OF MATERIAL

ITEM NO. QTY DEVICE ID MANUFACTURER PART NO. DESCRIPTION

ENC ENCLOSURE, 48"Hx60"Wx12"D, TWO-DOOR, WELDED CABINET DIVIDER, NEMA 4X, 1 1 HOFFMAN (CUSTOM) WHITE PAINTED 304 SS, 3-PT LATCHES, SUN-SHIELD TOP ONLY, EPOXY WHITE FINISH

2 2 ENC HOFFMAN (CUSTOM) INNER-DOOR BOTH SIDES: 42"Hx26"W, ALUMINUM, 0.125" THICK MIN.,

UNFINISHED BRUSHED ALUMINUM

3 2 ENC HOFFMAN (CUSTOM) SUBPANEL, 45"Hx27"W, 304SS, EPOXY WHITE FINISH

4 2 ENC HOFFMAN ADSTOPKSS6 DOOR STOP KIT, 316 SS

5 2 ENC CROUSE-HINDS ECD TYPE 4X ENCLOSURE DRAIN AND BREATHER

6 2 ML1, ML2 HOFFMAN LEDA1S35 CABINET LIGHT, LED, 120VAC

7 2 ZS1, ZS2 SQUARE D 9007AP221 CABINET INTRUSION SWITCH / CABINET LIGHT SWITCH

8 1 GND2 SQUARE D PK12GTA RTU POWER DISTRIBUTION GROUND BAR KIT

9 1 MCS SQUARE D (VARIOUS) MAIN CASE SWITCH (REFER TO POWER PANEL BOM, THIS SHEET)

10

20

30

40

50

60

2 PCB1, PCB2 SQUARED (VARIOUS) PUMP CIRCUIT BREAKER (REFER TO POWER PANEL BOM, THIS SHEET)

11 0 CPTCB SQUARE-D 3S1F TRANSFORMER CIRCUIT BREAKER, NEMA 3R, 3KVA, 240/480 -120/240

12 2 MS1, MS2 SQUARED (VARIOUS) CONTACTOR (REFER TO POWER PANEL BOM, THIS SHEET)

13 1 PDB SQUARED 9080 LBA363106/LB33 POWER DISTRIBUTION BLOCK 3 POLE 600VAC, 335A WITH COVER

14 A/R PH MON DIVERSIFIED ELECT. SLU-100-ASD PHASE MONITOR RELAY, DIN RAIL MOUNT

15 A/R PH MON DIVERSIFIED ELECT. 00008258500 PHASE MONITOR SOCKET, 8-PIN CIRCULAR

16 2 ENC HOFFMAN A-HCl10E CORROSION INHIBITOR

17 1 GND1 SQUARED PKOGTA6 480VAC POWER DISTRIBUTION GROUND BAR KIT

18 A/R - ENTRELEC 113.084.01 PEBM MARKER HOLDER (TBL0037)

19 1 OIT MODICON MAGELIS XBTGT2930 OPERATOR INTERFACE PANEL,5.7", COLOR, TOUCHSCREEN, 24VDC, ENET

1 PLC BP MODICON BMXXBP0800 M340, BACKPLANE, 8-SLOT

21 1 PLC PS MODICON BMXCPS2010 M340, POWER SUPPLY MODULE, 24VDC INPUT

22 1 PLC_CPU MODICON BMXP342020 M340, PROCESSOR MODULE, MODBUS, ETHERNET 23 2 PLC Dl1,2 MODICON BMXDDl1602 M340, DISCRETE INPUT MODULE, 16PT, 24VDC

24 1 PLC D01 MODICON BMXDRA0805 M340, DISCRETE OUTPUT MODULE, 8PT, 24VDC

25 1 PLC Al1 MODICON BMXAMI0810 M340, ANALOG INPUT MODULE, 8 CHANNEL, 24VDC

26 1 PLC-NOE MODICON BMXNOE0100 M340, PLC 1/0 SCANNER MODULE

27 1 PLC_NOR MODICON BMXNOR0200H M340, PLC DNP3 COMMUNICATIONS MODULE

28 PLC_TC MODICON BMXFTW301 M340, PLC PRE-WIRED TERMINAL CONNECTOR, 20 PIN, 3M CABLE 3 29 1 PLC_TC MODICON BMXFTW308S M340, PLC PRE-WIRED TERMINAL CONNECTOR, 28 PIN, 3M CABLE

1 ROUTER CALAMP VG5530-LVZ-F-VZAT VANGUARD 5530 CELLULAR ROUTER, 4G, MULTI-CARRIER, 24VDC POWER

31 1 css POLYPHASER TSX-NFF-C COAXIAL SURGE SUPPRESSOR, 698-2700MHz, 500W, N-FEMALE TO N-FEMALE

32 CUSTOM BATTERY SHELF -33 2 BAT1, BAT2 WERKER SLAA12-12F2 SEALED LEAD ACID BATTERY, 12VDC, 12AH

34 1 UPS TRANSTRONICS BVUPS24PFA-NO BATTERY VOLTAGE UPS, 24VDC, 8 PIN POWER FAIL CONTACTS (N.O.)

35 1 BPC WILKERSON DR1920 BACK-UP PUMP CONTROLLER 36 TRANSTRONICS OCT-SOL 1 UPS 8 PIN RELAY SOCKET, 1DA, 250V

37 1 PS PHOENIX CONTACT 2866323 POWER SUPPLY, 24VDC, 1DAMP

38 1 E-NET CONNEXIUM TCSESU083FNO UNMANAGED ETHERNET SWITCH, 24VDC, 8 PORT COPPER

39 8 CR1-8 SQUARED RXM2AB1BD CONTROL RELAY, 24VDC COIL, 2PDT, 12A CONTACTS 14 R1 ,R2,R3,R3A,ASR,CR1-8,ZI SQUARE D RXZE2M114 CONTROL RELAY BASE

41 13 R1 ,R2,R3,R3A,ASR, CR1 -8 SQUARED RXM040W DIODE MODULE, 24-230VDC

42 1 ZI SQUARED RXM2AB2F7 CONTROL RELAY, 120VAC COIL, 2PDT, 12A CONTACTS

43 3 R1, R2, R3 SQUARED RXM4AB1 BD CONTROL RELAY, 24VDC COIL, 4PDT, 12A CONTACTS

44 2 CB1, CB2 SQUARED QOU10 AC CIRCUIT BREAKER, 1 POLE, 10 AMP

45 1 CB3 SQUARED QU015 AC CIRCUIT BREAKER, 1 POLE, 15 AMP

46 A/R CB4 SQUARED Q0215CP AC CIRCUIT BREAKER, 2 POLE, 15 AMP (460VAC ONLY)

47 A/R CB5 SQUARED QU030 AC CIRCUIT BREAKER, 1 POLE, 30 AMP ( 460VAC ONLY)

48 1 CPSA CITEL DS42S-120 SURGE ARRESTOR, 120VAC W/ CONTACT BLOCK

49 4 ASP1-ASP4 CITEL DLA 24D3 SURGE ARRESTOR, 30VDC

1 F1 ENTRELEC 115.649.05 M4/8.D2.SFLJ 2 TIER FUSE HOLDER 120VAC NEON INDICATOR

51 13 F2 - F14 ENTRELEC 115.650.02 M4/8.D2.SFDJ 2 TIER FUSE HOLDER 24VDC LED INDICATOR (TBL0129)

52 A/R - ENTRELEC 116.913.07 FEM8D2S 2 TIER FUSE HOLDER END SECTION (TBL0130)

53 A/R - ENTRELEC 168.974.00 BJM8 2 TIER FUSE HOLDER (OV) LOWER JUMPER 10 POLE (TBL0025)

54 A/R - ENTRELEC 173.523.11 PC81 2 TIER FUSE HOLDER (+24) UPPER JUMPER 10 POLE (TBL0030)

55 A/R - SQUARED 9080GM6 TERMINAL BLOCK, DIN RAIL, 600V, 30A

56 A/R - ENTRELEC 115.118.11 M6/8 SINGLE TIER TERMINAL BLOCK /TBL0015) 57 A/R - ENTRELEC 115.116.07 M4/6 SINGLE TIER TERMINAL BLOCK (TBL0001)

58 A/R - ENTRELEC 118.368.16 SINGLE TIER TERMINAL BLOCK END COVER (TBL0002)

59 A/R - ENTRELEC 168.973.07 BJM6 SINGLE TIER TERMINAL BLOCK JUMPER 10 POLE (TBL0126)

A/R - ENTRELEC 115.271.22 M4/6D2 TWO TIER TERMINAL BLOCK (TBL0014) 61 A/R - ENTRELEC 118.499.23 M4/6 TWO TIER TERMINAL BLOCK END COVER (TBL0010)

62 A/R - ENTRELEC 168.495.17 SCF6.D TWO TIER TERMINAL BLOCK GREY SEPARATOR (TBL0008)

63 A/R - ENTRELEC 173.520.22 BJM6D TWO TIER TERMINAL BLOCK JUMPER 10 POLE (TBL0021)

64 12 F3 - F14 BUSSMAN GMA-3 FUSE 3 AMP (5mm X 20mm) FOR M4/8 SF FUSE BLOCK

65 2 F1, F2 BUSSMAN GMA-5 FUSE 5 AMP (5mm X 20mm) FOR M4/8 SF FUSE BLOCK

CONTROL PANEL - BILL OF MATERIAL (CONTINUED)

ITEM NO. QTY DEVICE ID MANUFACTURER PART NO. DESCRIPTION

66 A/R - WAGO 249-117 TERMINAL BLOCK END STOP

67 A/R - WEIDMULLER 51450 TS-35 X 7.5 (2M) DIN RAIL (TBL0082)

68 4 - PANDUIT E1 .5X3XWH6/C 1.5WH6 1.5"W X 3"H WHITE WIREWAY WITH COVER

69 3 ASB, PB1, PB2 SQUARE D 9001SKR1BH5 PUSH BUTTON N.O. CONTACT, BLACK, FULL GUARD

70 3 L1, L2, L3 SQUARE D 9001SKP35A31 PILOT LIGHT, 24VDC, AMBER

71 2 L4, L5 SQUARE D 9001SKP35G31 PILOT LIGHT, 24VDC, GREEN

72 2 SS1, SS2 SQUARE D 9001SKS43BH2 3 POSITION SELECTOR SWITCH MAINTAINED

73 2 PMR1, PMR2 MPE PMR1 PUMP MONITOR RELAY, 120VAC, PANEL MOUNT 74 1 AH FEDERAL SIGNAL 450E-024 24VDC ALARM HORN W/ TRIM RING (MOUNTED TO EXTERIOR OF ENCLOSURE)

75 1 AL FEDERAL SIGNAL 225XST-012-024-R 24VDC ALARM LIGHT, STROBE, RED LENS, 1/2" NPT (MOUNTED IN FIELD)

76 1 ANT WILSON 301202 CELLULAR ANTENNA WITH WALL MOUNTING BRACKET

77 1 ALS HUBBELL HBL1221GY 20A SINGLE POLE SWITCH (MOUNTED TO EXTERIOR OF ENCLOSURE)

78 1 ALS/GFI HUBBELL 5341-0 DIE CAST AL TWO GANG BOX

79 1 ALS/GFI HUBBELL 5885-0 DIE CAST AL TWO GANG IN USE METALLIC COVER, LOCKABLE

80 1 GFI HUBBELL GFTR20GY GFI DUPLEX RECEPTACLE, 125VAC, 20A, GREY, TAMPER & WEATHER RES.

81 1 BKT CALAMP 250-5800-410 ROUTER DIN RAIL MOUNT ASSEMBLY

82 1 CBL TIMES MICROWAVE LMR-400 ANTENNA CABLE, COAX, 50 OHM, OUTDOOR RATED

83 AIR CT1, CT2 VERIS H721 LC CURRENT TRANSDUCER, SOLID CORE, 4-20MA = 0-10/20/40A

84 A/R CT1, CT2 VERIS H721 HC CURRENT TRANSDUCER, SOLID CORE, 4-20MA = 0-50/100/200A

POWER PANEL - BILL OF MATERIAL (23OVAC - 3 PHASE)

PUMP SIZE (HP) MANUFACTURER PART NO. DESCRIPTION

1 1.5 2 3 5 7.5 10 15

X X X X X SQUARED HGL36060 MAIN CIRCUIT BREAKER, MOLDED CASE, 600VAC/3P, 60 AMPS

X X SQUARED HGL36100 MAIN CIRCUIT BREAKER, MOLDED CASE, 600VAC/3P, 100 AMPS

X SQUARED HGL36150 MAIN CIRCUIT BREAKER, MOLDED CASE, 600VAC/3P, 150 AMPS

X X X X X SQUARED HJL36030M71 MTR CIRCUIT PROTECTOR, MAGNETIC ONLY, MOLDED CASE, LUGS, 3P, 30AF

X X SQUARED HJL36030M72 MTR CIRCUIT PROTECTOR, MAGNETIC ONLY, MOLDED CASE, LUGS, 3P, 50AF

X SQUARED HJL36030M73 MTR CIRCUIT PROTECTOR, MAGNETIC ONLY, MOLDED CASE, LUGS, 3P, 100AF

X X X X X X SQUARED 8536-SC03-V02S-B-X20 STARTER, 3P, SIZE 1, 120VAC COIL, THERMAL OVERLOAD, W/(2) N.0. AUX. CONTACTS

X X SQUARED 8536-SD03-V02S-B-X20 STARTER, 3P, SIZE 2, 120VAC COIL, THERMAL OVERLOAD, W/(2) N.O. AUX. CONTACTS

POWER PANEL - BILL OF MATERIAL (460VAC - 3 PHASE)

PUMP SIZE (HP) MANUFACTURER PART NO. DESCRIPTION

3 5 7.5 10 15

X X X X SQUARED HGL36060 MAIN CIRCUIT BREAKER, MOLDED CASE, 600VAC/3P, 60 AMPS

X SQUARED HGL36100 MAIN CIRCUIT BREAKER, MOLDED CASE, 600VAC/3P, 100 AMPS -- -- --

X X X X SQUARED HJL36030M71 MTR CIRCUIT PROTECTOR, MAGNETIC ONLY, MOLDED CASE, LUGS, 3P, 30AF

X SQUARED HJL36030M72 MTR CIRCUIT PROTECTOR, MAGNETIC ONLY, MOLDED CASE, LUGS, 3P, 50AF

-- -- --

X X X X SQUARED 8536-SC03-V02S-B-X20 STARTER, 3P, SIZE 1, 120VAC COIL, THERMAL OVERLOAD, W/(2) N.O. AUX. CONTACTS

X SQUARED 8536-SD03-V02S-B-X20 STARTER, 3P, SIZE 2, 120VAC COIL, THERMAL OVERLOAD, W/(2) N.O. AUX. CONTACTS

NOTES:1. PROVIDE ADDITIONAL COMPONENTS AS REQUIRED TO SUPPORT ADDITIONAL

PUMPS. 2. COMPONENTS OF OTHER MANUFACTURERS ARE ACCEPTABLE AS LISTED IN THE

UTILITIES CODE OR AS APPROVED BY THE COUNTY.

DUPLEX PUMP ENCLOSURE BILL OF MATERIALS FIGURE WW-22-6


DOORS ENGRAVING SCHEDULE

N.P. NO. QTY PLATE COLCMR/SIZE LTR COLOR/SIZE EN/RAVIN/ (UNE1/UNE2/ETC.)

A 1 EN3/0.75-H x 2.50’W □NG/ 1/4’ MAIN B A/R □N3/0.75’H x 2.501 ENG/ 1/4’ CONTROL/TRANSFORMER C 1 EN»/0.75’H x 2.50’W ENG/ 1/4’ PUMP NO.1 D 1 EI'NS/0.75,’H x 2.50’W ENG/ 1/4’ PUMP NO.2 E 1 EN^/'2.25*H x 2.25’W eng/ 1/4’ == PUMP NO. 1 / RESET F 1 EK5/2.25’H x 2.25’W ENG/ 1/4’ PUMP NO. 2 / RESET G 1 □N5/0.751I x 2.50’W ENG/ 1/4’ PUMPS / OFF LEVEL H 1 □NS/0.75’H x Z50/W ENG/ 1/4’ PUMPS / ON LEVEL

1 1 □n//0.75”H x 2.50’W ENG/ 1/4’ HH/H / 'LEVEL "

J 1 EN^/0.75,H x 2.50’W ENG/ 1/4’ PUMP NO. 1 / PUMP MONITOR K 1 □'*5/0.751 x 2.50’W ENG/ 1/4’ PUMP NO. 2 / PUMP MONITOR L 1 □N^/0.751 x 2.50’W □NG/ 1/4’ PUMP NO 1 / RUNNIN/ M 1 □N//0.751 x 2.50’W ENG/ 1/4’ PUMP NO. 2 / RUNNIN/ N 1 □N^/2.25’H x 2.25’W ENG/ 1/4’ PUMP NO. 1 / HAND OFF AUTO 0 1 □N//2.251 x 2.25’W ENG/ 1/4’ PUMP NO. 2 / HAND OFF AUTO P 1 □'K//2.251 x 2.25’W ENG/ 1/4’ ALARM SILENCE

NAMEPLATE ENGRAVING SCHEDULE j

N.P. NO. QTY PLATE COLOR/SIZE LTR COU3R/SIZE C/L SPACIN/ □NORAI/IN/ (UNE1/UNE2/ETC.)

1 1 BIK/2.501 x 8.00"W WWT 1/2’ LIFT STATION NO. X RTU X PUMP PANEL

2 — — — — 3 1 BUK/1-00"H x 2.001 WHT 1/4’ 16A MAX / /FCI U/hT 1 4 1 BLX/0.751 x 3.0011 WHT' 1/4- PLC 5 1 BLL!/0.75’H x 2.001 WEH/ 3/16’ " CELLULAR ROUTER 1 6 1 BIK/0.751 x 4.001 WHT 3/16’ 12 VDC BATTERIES I 7 1 BLK/0.7S’H x 2.001 wh/ 3/16’ " UPS 8 1 BLK/0.751 x 3.501 WLH/ 3/16’ I 24VDC / POWER SUPPLY | 9 1 BU:/Q.75’H x 2.001 WHT' 3/16’ E-NET

10 1 BL</'0.50’H x 1.501 WH? 3/16’ ' BPC 11 1 BL^/'0.50’H x 6.25’W WHT 3/16" 1.181’ (30mm) “ R1 R2 R3 R3A ASR i 12 1 BLK/Q.5Q’H x 10.001 WH7 3/16’ 1.181’ (30mm) CR1 CR2 CR3 CR4 CR5 CR6 CR7 CR8 13 1 BL^y/0.50’H x 2.751 WHT' 3/16’ " 0.5625’ ASP1 ASP2 ASP3 ASP4 14 1 BJ^/'0.75’H x 1.751 WHT' 3/16’ 1 CPSA / 120VAC SP ’ ~~~‘

15 — — — — — 16 1 BL^//0.50’H x 2.7^1 WHT 3/16’ Zl 17 1 BIL’K'0.751 x 3.001 Woy 1/4’ 1 MCS / MAIN 18 A/R 811:1.00* x 4.001 WHT 1/4’ CPTCB / CONTROL POWER / TRANSFORMER 1

19 1 BU^//1.00’H x 4.001 WH/ 1/4’ ’ PDB1 / POWER / DISTRIBUTION BLOCK 20 1 BUC/0.751 x 3.251 WHT/ 1/4’ I PCB1 / PUMP NO.1 21 1 BIK/0.751 x 3.251 WHY 1/4’ PCB2 / PUMP NO.2 22 1 BL^y/0.75’H x 3.251 WHT' 1/4’ " MS1 / PUMP NO. 1 23 1 BLL/0.751 x 3.251 Wfl1/ 1/4’ “ MS2 / PUMP NO. 2 i 24 1 BLK/1.00’H x 5.001 WH/ 1/4’ PM1 / PUMP NO. 1 / POWER MONITOR

25 1 BU^//1.00’H x 5.001 WHT 1/4’ ' PM2 / PUMP NO. 2 / POWER MONITOR

DUPLEX PUMP NAMEPLATE SCHEDULES FI/URE WW-22-7


DUPLEX PUMP ELECTRICAL POWER SCHEMATICS 230VAC, 3PH


FIGURE WW-22-8 JUNE, 2017

NOTES: 1. This Drawing applies to 230V, 3 Phase systems up to 15 HP, size equipment for larger size motors in accordance with the NEC. 2. Molded Case Switch MCS Rating:

HP CURRENT RATING

1 1.5 2 3 5 7.5 10 15

X X X X X 60

X X 100 X 150

3. MOTOR CIRCUIT PROTECTOR Rating PCB1, PCB2:

HP CURRENT RATING

1 1.5 2 3 5 7.5 10 15

X X X X X 30 AF

X X 50 AF X 100 AF

4, MAINS Circuit Wire Size*

HP WIRE SIZE

1 1.5 2 3 5 7.5 10 15

X X 10 AWG

X X 8 AWG X 6 AWG

X 4 AWG

X 3 AWG X 1 AWG

5. MOTOR Circuit Wire Size:

HP WIRE SIZE

1 1.5 2 3 5 7.5 10 15

X X X X X 12 AWG

X 10 AWG

X 8 AWG X 6 AWG

6. STARTER Size Rating MS1, MS2

HP SIZE

1 1.5 2 3 5 7.5 10 15

X X X X X X 1

X X 2

7. MOTOR FLA Rating Ml, M2:

1 1.5 2 3 5 7.5 10 15 HP

4.2 6.0 6.8 9.6 15 22 28 42 FLA

8. POWER MONITOR Rating PM1, PM2:

HP POWER MONITOR

1 1.5 2 3 5 7.5 10 15

X X X X X X X X LTMR100EBD

200

201

202

203

204

205

206

207

208

209

210

211

212

213

214

215

216

217

218

219

220

221

222

223

224

225

226

227

228

229

230

231

232

233

234

235

236

237

238

239

240

241

242

243

244

245

246

247

248

249

MAIN

460/277 VAC 12--L..!_ ____ ----0~ LI <TAPE RED)

2--L~ ____ ----o'tt=- L2 <TAPE BLK)

2--Ll__ ____ ----o---'-': L3 <TAPE \./HT)3 PH, 4\./, \./YE G NOTE 2 NOTE 4

-~ - - - - - - - - - - - -, ~~Bl~==;-----------------'#'--'1-=2_L=c1'-----"B-=L---'-K------------------------f' <352,

0 __ 0 _ = ______________#_1_2_L_3_B_L_K____________________,, ( )7 352-

lGND 8 Q ~ w _J I

- "" "' ~

- w w w 0.. Q_ 0.. <I: <I: <I: NOTE 4 t t t j

(\J M _J _J

MS!PUMP ND, 1 PCB! CDNTACTOR □ L'S JB-PO!

LI ---n--- !LI ~I I~ ~ 'f-----o-------'-- !Ll <TAPE RED'---------~---~

L2 --+-+-- 1L2( }-------------,_J------i: f-----o-------' - - 1~ (T AP~L~ - - - - - - - - - I "21 I~I I~ 1

L3 ~ 1L3~--------------10---j f-----o-------' _ ..'..'.:_3 _5__7::A~ \./HTl_________ -lfil-- - - - M1

_ PUMP ND, 1

~ __ NOTE 7

NOTE 5 ND TE 5 ~ NOTE 3

NOTE 6 I - -1

L~_J-- - _ _ _ -=-GND D\./G, \./\./-20-2

MS2PUMP ND, 2 PCB2 CDNTACTOR □ L'S JB-PO!

LI = 2LI -I I-

_ 'f-------o-------- 2L1 <TAPE RED) _________ ~---~

L2 2L2~o----------------~::;}-1, f-------o------ _ ~L'=---..:TAPE ~K_'.__ ________ I ? I _ _ _ _ M

--I I- 2 PUMP ND, 2

L3 ,..J---l... ~ 2L3 ---j f-----o-------' _ NOTE 7

~--------------\Q 2L3~APE \./HT2_ ________0 -lfil- __ _ NOTE 5 ND TE 5 ~

NOTE 3 NOTE 6 I1 - _L~_J-- - _ _ _ -=-

D\./G, \./\./-20-2

w~ ~ A B C

PH MON

------========----~I 1 I

~Ji~, L_J 685

D\./G, v/\./-22-13

NOTES, 1. This Drawing applies to 460V, 3 Phase systems up to 15 HP, see equipment for larger size motors in o.ccordo.nce with the NEC. 2, Main Circuit Breaker MCB Ra ting:

HP CURRENT RA TING

3 5 7,5 10 15

X X X X 60

X 100

3, MOTOR CIRCUIT PROTECTOR Ra ting PCB!, PCB2:

HP CURRENT

3 5 7,5 10 15

X X X X 30

X 50

RA TING

4, MAINS Circuit Wire Size:

HP WIRE SIZE

3 5 7,5 10 15

10 AWG

8 AWG

X X X X 6 AWG

X 4 AWG

5. MOTOR Circuit Wire Size:

HP WIRE SIZE

3 5 7,5 10 15

X X X X 10 AWG

X 8 AWG

6, STARTER Size Rating MS1, MS2:

3

X

5

X

HP

7,5

X

10

X

15

X

SIZE

1

2

7, MOTOR FLA Rating Ml, M2:

3 5 10 15 HP

4,8 7,6 I I I 11 14 I 21 FLA I8, POWER MONITOR Ra ting PM1, PM2:

HP POWER MONITOR

3 5 7,5 10 15

X X X X X LTMRlOOEBD

DUPLEX PUMP ELECTRICAL POWER SCHEMATICS 460VAC, 3PH


FIGURE WW-22-9 JUNE, 2017

DUPLEX PUMP ELECTRICAL SCHEMATICS AC CONTROL WIRING FIGURE WW-22-10


S\JING 230V, 3PH (334) 404 <□N □UT D□□R> N 3PH SYSTEMS, L3 <102) 230V, SYSTEMS, N

SSl 460V,

J~ 3PH SYSTEMS, 359 <384> 460V, 3PH SYSTEMS, N (384) <449) <449) PUMP ND, 1

400 450 HAND/OFF/AUTO 120VAC / 60HZ / 1 PHASE 401 N 451 ~ PMl-□L PUMP ND, 1

452 452A 402 452 I (581), (460) MSl

I 95 96 x□□ A B (671) RUN CMND, 403 453 I __.l._ l CR! PUMP ND, 1 START 454

404 454 0

□DX " : " (461)

405 455 BPC BACKUP PUMP CONTROLLER 404 120V AC SURGE 406 456 (437) PROTECTOR 10 9

407 457 D□□R Sv/lTCHES CPSA

408 ZS! TB5 "-458 MU / 409 N

409 459 LED

410 / "- PANEL 460 MAINTENANCE

411 ZS2 "- ML2 / LIGHTS 461

LED 412 462 /

413 "- TBS PANEL 463 INTRUSl□N

414 Zl 464 (667) Al A2 415 465

416 466

417 <□N S\JING □UT D□□R> 467 N 404

418 PUMP ND, 1 468

419 11~-fil RED #16 419 419ABLK #16 1 3 101-------, PUMP MONITOR 469

SEAL FAIL 420 =----J@ GRN #16 420 420Av/HT #16

2 4 lfm-~J MOTOR THERMAL 470 (613) 421 ND, 1 L_J (611), PUMP TB4 TB4 L_J 471

SEAL PROBE JB-POI JB-PO! MOTOR THERMAL 422 472 Dv/G, v/v/-20-2 Dv/G, v/v/-20-2 (611) (613) <□N S\JING □UT D□□R>

423 473 SS2 PUMP ND, 2

424 474 HAND/OFF/AUTO

425 (□N S\JING □UT D□□R) 475 PUMP ND. 2 N ~ PM2-□L 476 476A N

426 PUMP ND. 2 476 I (583), (484) MS2

11~-:-@i] RED #16 427 427ABLK #16 I 95 96 lffil------, PUMP MONITOR x□□ A B RUN CMND, 427 5 477 I SEAL FAIL CR2

=----~@ GRN #16 428 428A v/HT #16 478 PUMP ND, 2 ST ART 428 6 l@t-~J MOTOR THERMAL 478 (485)

429 PUMP ND, 2 L_J TB4 TB4 L_J (661), (663) 479

SEAL PROBE JB-POI JB-POl MOTOR THERMAL " : BPC " BACKUP PUMP CONTROLLER 430 480 Dv/G, v/v/-20-2 Dv/G, v/v/-20-2 (437) 12 11 (661) (663) 431 481

432 482 N

433 483 TB2 434 v/ILKERS□N DR1920 484

BACK-UP PUMP CONTROLLER 435 485

404 N BACKUP 436 486 PUMP CONTROLLER

567 562 437 (456), (480) 487 <567) 566 561 (562)

438 488

439 489

440 490

441 491 (456) (480)

442 492

443 493

444 494

445 495

446 496

447 497

448 498 'v

449 499 (450) (450) (500) (500)

404 N 404 N

DUPLEX PUMP ELECTRICAL SCHEMATICS AC CONTROL WIRING FIGURE WW-22-11


404 N 24VDC av (499) (499) (549) (549)

500 'v 'v 550 24VDC 120V AC / 60HZ / I PHASE P□w'ER---------------

501 551 TB! TB! 502 552 PLC_PS

F6 RD Fl N F6 503 w'H ov

553 24VDC P□w'ER SUPPLY

504 P□w'ER SUPPLY 554 240\,/

505 555 24VDC 506 ov 556

507 557 TB! BAT! BAT2 508 558 TB2 F2

509 250V t----5_09 --------j+ I I I I I I I I I I -t--1 _50_9A -----;+ I I I I I I I I I I 559 DC-DC UPS ov <STOP PUMPS> 559 I >--------------1 Rl 1--------e t------ L□w' w'ET VELL LEVEL

BATTERIES Al A2 (561), (577), (623) 510 560

12VDC, 12AH 12VDC, 12AH BPC 511 561

TRANSTRDNICS BVUPS BPC RESET 512 562 21 (438)

F2 513 563 av TB2

(START PUMPS ON TD) 564 514 564 I-------------< R2 f--------e HIGH w'ET w'ELL LEVEL

24VDC Al A2 (580), (621) 515 DC-DC UPS 565

(669) 24VDC 516 566 ALARM

517 567 (438) BPC ALARM TBI 518 UPS 568 F12

F12 519 (470) 569 TB2 SPARE 570 av <HIGH LEVEL ALARM)

520 570 HI-HI w'ET VELL LEVEL F13 (567) (581), (587), (593)

521 (494) 571 SPARE

522 572 (541), (617) F14

523 SPARE 573 <□N S'w!NG □UT D□□R)

524 574 24VDC Rl 575 ,u /

E -NET S w'ITCH ov 525 575 ----------------------, 1----,------------------tA,J-------<t PUMPS OFF LEVEL

F3 11 14 / , F3 526 ETHERNET SWITCH 576 R2 577 ,L2 /

8 PORT 527 577 -------I 1----------------{A}---------<I PUMPS ON LEVEL

11 14 / , 528 578 R3 579 ,L3 / ov HI-HI VET 529 579 ----------< t---------------<A>------- w'ELL LEVEL

11 14 / , 530 580 MS! ,L4/ 531 ov 581

581 .-------; t----------------!GJ-------411 PUMP ND, 1 RUNNING / '

532 24VDC 582 L5 MS2 583 ' / ov 533 583 '----------1

TB! CELLULAR ROUTER / ' 1----------------fGl-------tl PUMP ND, 2 RUNNING

534 F4 584 CR4 TB4 ~ F4 585 535 CELLULAR MODEM 585 11 014 --------<0-- - - - - - - -~ - - - ALARM LIGHT

CC □NFIGURED BY PCU> CR4 <719>, R3 <570> 536 586 R3 CEXTERNALL Y MTD,)

537 587 ------I ANT ANTENNA 31 34 538 588 (OMNIDIRECTIONAL (681) ALARM HORN

ANTENNA) 539 589 AH CR5 590 ASR %ID.2,!3 av

540 590 ------I ALARM HORN 11 14 41 42

24VDC CR5 (723), ASR (593) 541 HI HI LEVEL 591

(572) <□N ENCL□SURE - LEFT SIDE> TB2 542 592

R3 ~ 593 TB! av 543 593 1------1 f----+---------0 o----------<--------1ASRf---------➔ ALARM SILENCE F5 41 44 F5 (590) (599), (683) 544 OPERATOR 594 Al A2

INTERFACE 545 595 TERMINAL CR6

546 596 ALARM SILENCE 5,7' 11 14 CR6 C727), ASR <593)

COLOR 547 597 TOUCH SCREEN

ASR 548 598

549 (□N S'w!NG □UT D□□R) 599 11 14

(550) (550) 24VDC ov

24VDC ov

DUPLEX PUMP ELECTRICAL SCHEMATICS DC CONTROL WIRING FIGURE WW-22-12


24VDC ov 24VDC ov

600 24VDC PD'w'ER 650 24VDC PD'w'ER

601 <ON SIIING OUT DOOR> 651 <ON SIIING OUT DOOR>

SSl SSI DI-1 DI-2 602 PUMP ND. 1 652 PUMP ND, 2 FACTORY CABLE FACTORY CABLE HAND/OFF/AUTO HAND/OFF/AUTO BMXDDI1602 BMXDDI1602 603 \ 653

PLC SLOT I 604 654 TB3 TB3

%I□.J.O %I□.J.O PUMP ND, I %I□.2.0 1U 17U

\ PLC SLOT 2

%I□.2.0 PUMP ND, 2 605 1 %I□.1.o 1 655 1 %I□.2.o 1

'w'HT HAND HAND XO□ XO□ 'w'HT

606 656 TB3 %I□.2,1 %I□.!.1 %I□.!.1 1/.I □ .2.1 TB3

PUMP ND, I PUMP ND. 2 607 2U 2 1 %r□.1.1 657 1 18U 2 1 %r□.2.1 1 □DX BRN AUTO □DX BRN AUTO

608 658 R4 TB3 R5 TB3

.J.2 %I□.1.2 %r□.1.2 PUMP ND, 609 %I□ I

3U 3 I I 659 RUNNING <461) 21

I %I□.2.2 %I□.2,2 PUMP ND, 2

19U 3 1 %r□.2.21 24 RUNNING <485) 21 24 GRN GRN

610 660 PMRI TB3 PMR2 %I□.2.3 TB3 %I□.2.3 %I□.J.3 1/.I □ .J.3 PUMP ND, I PUMP ND, 2 611 4U 4 I %r□.1.3 I 661 20U 4 %r□.2.3

10 9 YEL SEAL FAILURE < 1 42D 10 9 YEL

I SEAL FAILURE (430)

612 662 PMRI TB3 PMR2 %I□.2.4 TB3 %I□.2.4 %I□.!.4 %I□ .!.4 I PUMP ND. I I PUMP ND. 2 613 5U 5 1 %I□.1.4 663 21U 5 1 %r□.2.4

2 GRY THERMAL OVERLOAD <42D 2 GRY THERMAL OVERLOAD <430) 614 664

TB3 TB3 F7 F7

(574) PNK I

%I□.2.5 FLOAT S'w'ITCH VOLTAGE DK 615 (574) 6U 6 I %r□.1.5 665 22U 6 1 %r□.2.5 PNK

I SPARE

616 666 R3A TB3 ZI %I□.2.6 TB3 %I□.2.6 %I□.1.6 %I□.!.6 'w'ET 'w'ELL PANEL INTRUSIDN 617 7U 7 I %r□.1.6 667 I 23U 7 1 %r□.2.6 I

41 44 BLU HI-HI LEVEL ALARM 41 44 BLU ALARM (414) 618 (571) 668

TB3 UPS 1/.I □ .!.7

619 SU s RED

I I %I□.2.7 TB3 %I□.2,7 CONTROL PD'w'ER

%r□.1.7 SPARE 669 24U s %r□.2.7 4 1 (516) RED

I I ALARM <ON UPS>

620 670 R2 TB3 CPSA %I□.2.8 TB3 %I□.2.8 %I□.!.8 %I□.!.8 120VAC SURGE

621 9 I %r□.1.s I 'w'ET 'w'ELL 9U 671 25U 9 I %I□.2.8 ! PROTECTOR FAIL (403) 41 44 BLK HIGH LEVEL (564) 11 12 BLK

622 672 RI TB3 TB3 %I□.2,9 %I□.1.9 %I□.!.9

623 lOU 10 1 %r□.1.9 I 'w'ET 'w'ELL 673 26U 10 1 %r□.2.9 SPARE 41 44 VLT L□'w' LEVEL (559) I

VLT 624 674

TB3 TB3 %I□.2,10 %I□.!.10 625 11U 11 I %r□.1.10 I 675 SPARE 27U 11 1 ¼r□.2.101 SPARE

GRY/PNK GRY/PNK 626 676

TB3 I I

TB3 %I□.2.11 1/.I □ .1.11 627 12U 12 %r□.1.11 SPARE 677 28U 12 I %r□.2.11 I SPARE

RED/BLU RED/BLU 628 678

TB3 TB3 %I□.2.12 %I□.!.12 629 13U 13 1 %r□.1.12 I SPARE 679 29U 13 I %I□.2,1§ SPARE

'w'HT/GRN 'w'HT/GRN 630 680

TB3 ¼I□.2.13 TB3 %I□.2.13 %I□.!.13 631 14U 681 14 I ¼I□.1.13! SPARE (588) 30U 14 I %r□.2,1® ALARM HORN ON (590)

BRN/GRN BRN/GRN 632 682

TB3 ASR ¼I□.2.14 TB3 %I□.2.14 %I□.!.14 633 15U 15 I %I□.1.!4I SPARE 683 31U 15 I %I□.2.1~ ALARM SILENCE <593)

'w'HT/YEL 31 34 'w'HT/YEL FACTORY CABLE FACTORY CABLE 634 684 TB3 %I□.2.15

635 %I□.!.15 16U 16 I ¼I□.1.15! \ SPARE 685 MONITOR 16 %I□.2.1~ PHASE I

YEL/BRN YEL/BRN ALARM 636 TB3 686 TB3

\ ov ov 637 687

638 'w'HT/ 'w'HT/ 688 GRY GRY

F8 F9 639 689

GRY/BRN GRY/BRN 640 690

ov ov 641 691

'w'HT/ 'w'HT/ 642 692 PNK PNK

F8 F9 643 693

PNK/BRN PNK/BRN 644 694

645 695

646 696

647 697

648 698

649 699

DUPLEX PUMP ELECTRICAL SCHEMATICS PLC DIGITAL INPUTS FIGURE WW-22-13


24VDC ov 700 24VDC PO'wER

701 D0-1 702

BMXDRA0805 703 PLC SLOT 3

704 FACTORY CABLE

705 TB2

706 <BRN) %Q0,3,0

\ ov

707 PUMP 1 START f-I (454) TB2 708 (0,06A) ~ '-

709 ::::, TB2 ...J

~

710 <YEU (GRN) %Q0,3.1 ~

711 PUMP 2 START (478)

712

713 TB2

714 TB3 715 CR3 715A TB3 <PNK) <GRY) %Q0,3,2

715 SPARE 11 14 ~~

(715) 716 SPARE

717 TB2

718 <RED) <BLUl %Q0,3,3

719 ALARM LIGHT (585)

720

721 TB2

722 <PUR) <BLK) %Q0,3.4

723 FIO ALARM HORN (590) TB2 724

725 TB2

726 (GRY/PNK) %Q0,3,5

727 ALARM SILENCE (596)

728

729 TB2

730 TB3 731 CR7 731A TB3 <'wHT /GRN) %Q0,3,6

731 13 SPARE 11 14 ~ ~

(731) 732 SPARE

733 TB2

734 ov TB3 735 CR8 735A TB3 <'wHT /YEU %Q0,3,7 735 SPARE

11 14 ~ ~ (735)

736 SPARE

737 <GRY /BRN) (\JHT /GRY) N/C

738

739 <GRY/BRN) N/C

740

741 <PNK/BRN) <'wHT /PNK) N/C

742

743 <PNK/BRN) N/C

744

745

746

747

748

749

DUPLEX PUMP ELECTRICAL SCHEMATICS PLC DIGITAL OUTPUTS FIGURE WW-22-14


24VDC ov 800 24VDC POVER 850

801 851

802 852

803 853

804 FACTORY CABLE 854 Fll AI-I 805 855 FACTORY CABLE

806 BMXAMI0410 856 TB4 PLC SLOT 4 807 857 (~~:::r~02+-~-~E~l-(ill----<~O~-

I +-8081 I +-BLKI ~ I 8081 ~ I

I %CH0.4,0

808 -+ 12 -+ VET VELL LEVEL 858 12 +- -+ I !i::CH0.4,0 I !VO

I 4-20MA- ~ l_-iJ-1 J (\,/HT> <O-xxx FT>

809 av 859

810 2 860 JB-COI <GRN> <VHT /ORG> ASP! DVG, VV-20-2 811 861

812 862

813 863 NC

814 864

815 Fll NC NC 5 865

816 ,--7 866

4-20MA_ 817 817 _ I TB2 I _ 817 _ 867

818 ~+--+~-+---+ I 8191 I -+- -819 ~ I 868 +- I %CH0.4,l

-+ PUMP #I CURRENT 819 -+ !i::CH0.4.1 ! IV! 819 - T ~ <BLU> (0-xxx AMPS) 869

SH _t 820 L __ _j ov 870

!Cl COM! 8 POVER PANEL <ELK) <DRG/VHT> 821 ASP2 871

SEE DVG VV-22-8 (230V) 822 SEE DVG VV-22-9 (460V) 872

823 873

824 874

825 875 Fll

826 876

827 ,--7 877 4-20MA _ 827 _ I TB2 I _ 827 _

828 +--+ ~ ~-+- - -+ 878 I 8291 I 829 ~ I I %CH0.4.2

829 +- -+ 829 -+- - -+ PUMP #2 CURRENT 11v2 879 - T ~ <SL T /PNK> <O-xxx AMPS>

830 SH _J

_t ov 880 L __

831 COM2 881 POVER PANEL <VHT/GRN> <VHT/SLT> ASP3 832 SEE DVG VV-22-8 <230V) 882

SEE DVG VV-22-9 <460V> 833 883

834 884 NC 835 885

836 Fll NC NC 15 886

837 887

838 888

839 %CH0.4,3 889 SPARE ! tV3

840 <VHT/SLT> 890

841 _t ov 891

842 <VHTIPNK> <SLT /\,/HT> ASP4 892

843 893

844 894

845 895

846 896

847 897

848 898

849 899

DUPLEX PUMP ELECTRICAL SCHEMATICS PLC ANALOG INPUTS FIGURE WW-22-15


900

901

902

903

904 DUPLEX PUMP STATION NETw□RK 905

906

907

908 ,·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·-7

909 ANT 910 I 911 I 912

913

914 □ IT 915

916

917

918

919 PLC ANTENNA MOUNTED 920

QJ CELLULAR ROUTER □ N EQUIPMENT RACK 921 lf) css 922 I COAX COAX

f923 <l: 924 u 925

926

927

928 CAT-Se 929

930

931 CAT-Se 932

933

934

935

936

937 E-NET 938

939

940

941

942 CONTROL PANEL 943

I L-·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·--·_J 944

945

946

947

948

949

DUPLEX PUMP NETWORK COMMUNICATION DIAGRAM FIGURE WW-22-16


FIGURE WW-23

SKGANDHI



FIGURE WW-24

SKGANDHI



FIGURE WW-25

SKGANDHI



FIGURE WW-26-1

LIFT STATION GROUNDING (TYPICAL)


GROUND TEST WELL ONE BOND WITH #2/0 TOTYPICAL PER STATION

PUMP 2PUMP 1

CABLE HOLDER

TO FENCE (NOTE #2)

2/0 STRANDED TINNED COPPER TO FENCE

COUNTERPOISE 2/0 STRANDED TINNED COPPER MIN 30" BELOW GRADE

BOND #4 STRANDED TINNED COPPER TO ACCESS COVER AND FRAME

ELEC PANEL RACK AND CONTROL PANEL (NOTE #4

A A

A

REINFORCING STEEL (TYP)

NOTES: 1. DETAIL IS GENERIC. SPECIFIC LOCATIONS OF EQUIPMENT MAY VARY. 2. TIE TO FENCE, MINIMUM 2 LOCATIONS. NOT REQUIRED WHERE BLOCK WALL OR WOOD

FENCE IS INSTALLED. 3. PROVIDE EXOTHERMIC WELDS FOR ALL BELOW GRADE AND STRUCTURAL STEEL

CONNECTIONS UNLESS NOTED OTHERWISE. 4. PROVIDE MINIMUM # 6 AWG XHHW INSULATED COPPER GROUND WIRE IN CONDUIR TO

ALL ENCLOSURE BUS BARS FOR ENCLOSED GROUNDING. BOND MINIMU #2 TINNED COPPER GROUND WIRE TO ALL ELECTRICAL SUPPORT RACKS.

3/4" PVC CONDUIT 1'-6" LONG (SEE NOTE 2)

GROUND CLAMP, S. S. BOLT TO FRAME

#4 AWG TINNED COPPER GROUNDING CONDUCTOR

TO GROUND GRID/COUNTERPOISE

GROUND SS CLAMP, BOLT TO COVER

METAL ACCESS COVER

1/8" THICK X 1" WIDE MULTI-STRAND TINNED COPPER BRAID (LENGTH AS REQUIRED)

NOTES: 1. ON COVERS WITH MULTIPLE DOORS, PROVIDE BRAID FROM FRAME TO DOOR ON EACH

DOOR PROVIDE WATERPROOF CAULKING WHERE GROUND CABLE AND CONDUIT PENETRATES WETWELL TO PREVENT INTRUSION OF GROUNDWATER AND ESCAPE OF VAPORS FROM WETWELL.

2. INSTALL GROUND WIRE SO THAT IT WILL NOT CROSS CLEAR OPENING OR PREVENT OR IMPEDE NORMAL METHOD OF REMOVING FLOATS OR PUMPS.

LIFT STATION COVER AND DOOR GROUNDING (TYPICAL) FIGURE

WW-26-2


FIGURE WW-26-3

LIFT STATION GROUND TEST WELL


PRE-CAST CONCRETE

3" HIGH LETTERS CAST IN COVER GROUND

TEST WELL RECESSED HOLD DOWN (TYP)

DRILL & TAP

#4 AWG TINNED COPPER GROUNDING CONDUCTOR, PROVIDE 36" SLACK

MECHANICAL CONNECTION

NO. 2/0 AWG TINNED COPPER GROUNDING CONDUCTOR TO COUNTERPOISE

10" X 17" PULL BOX TO BE APPROVED BY PCU

LIFTING HOLE

CAST IRON COVER

FINISHED GRADE

2"

GRAVEL

GROUND ROD

BRAID CLAMP (TYP)

1/8" THICK X 1" WIDE X 12" LONG MULTISTRAND TINNED COPPER BRAID

GATE POST

GATE PIPE

FENCE RAIL POST

GROUNDING CLAMP

FINISHED GRADE

TO PUMP STATION COUNTERPOISE PERIMETER GROUND LOOP

NO. 2/0 TINNED COPPER GROUNDING CONDUCTOR

LIFT STATION FENCE POST GROUNDING (TYPICAL) FIGURE

WW-26-4



SCADA PRESSURE SENSOR WATER SERVICE

FIGURE WW-27


set covers flush in paved areas manhole frame & …

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