9-ATTACHMENT A-1 CONTROL PANELS.pdf

TURNPIKE EXTENSION

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GENERAL LOCATION MAP

ATTACHMENT A-1

LIFT STATIONS CONTROL PANELS

DESCRIPTION

DRAWING INDEX

SHEET

DESIGNATION

THE SIZE OF THESE PLANS MAY HAVE BEEN ALTERED BY REPRODUCTION.

THIS MUST BE CONSIDERED WHEN OBTAINING DATA.

N

S

W E

CONTRACTOR TO COMPLY WITH FS CHAPTER 556

(UNDERGROUND FACILITY DAMAGE PREVENTION

AND SAFETY ACT).

BROWARD COUNTY, FL

G-1COVER SHEET

G-2LIFT STATION NOTES

E-1DUPLEX CONTROL PANEL

E-2DUPLEX ELECTRICAL SERVICE AND TRANSFER SWITCH

E-3DUPLEX CONTROLS CIRCUIT

E-4DUPLEX CONNECTION PANEL & CONTROL TRANSFORMER

E-5TRIPLEX CONTROL PANEL

E-6TRIPLEX ELECTRICAL SERVICE AND TRANSFER SWITCH

E-7TRIPLEX CONTROLS CIRCUIT

E-8TRIPLEX CONNECTION PANEL & CONTROL TRANSFORMER

E-9TRIPLEX CONTROL PANEL FOR LIFT STA. W/ STANDBY GEN.

E-10

TRIPLEX SCHEMATIC FOR LIFT STA. W/ STANDBY GEN.

E-11

TRIPLEX SCHEMATIC FOR LIFT STA. W/ STANDBY GEN.

E-12AUTOMATIC TRANSFER SWITCH FOR STANDBY GEN.

E-13LIFT STATION ELECTRICAL DETAILS

E-14LIFT STATION ELECTRICAL DETAILS

AS SHOWN

DATE:

REVISION DESCRIPTION:

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DESIGNATION:

DWG NO:

DRAWING NAME:

DESIGN:

DRAWN: CHECK:

SCALE:

FLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW AND

MODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH

CONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES AND

STANDARDS.

G-1

COVER SHEET

FOR EMERGENCIES CALL... (954)831-0850

FOR PUMP OUT CALL... (954)831-0850

FOR MAINTENANCE CALL... (954)831-0850

TO REPORT POLLUTION, CALL EPGMD

SIGN DETAIL

NTS

2"

18"

12"

D. ALL ACTIVE LEAKS IN THE STRUCTURE SHALL BE STOPPED USING CHEMICAL GROUTING AND HYDRAULIC

CEMENT.

E. ALL CRACKS, VOIDS AND REMOVED STEP HOLES SHALL BE FILLED USING A WATER RESISTANT

FAST-SETTING CEMENT PATCH.

2. REBUILDING CONCRETE SURFACES

A. THE CONCRETE SHALL BE RETURNED TO ITS ORIGINAL WALL THICKNESS USING A ONE COMPONENT

MORTAR, MINIMUM INSTALLED THICKNESS SHALL BE 1/2".

B. ONE COMPONENT REINFORCED WET MORTAR: THE ONE COMPONENT MORTAR SHALL BE MICROSILICA

ENHANCED, FIBER REINFORCED AND BE DESIGNED FOR CORROSIVE ENVIRONMENTS WITH A pH=2.0 OR

HIGHER. REINFORCED MORTAR SHALL HAVE THE FOLLOWING MINIMUM PHYSICAL PROPERTIES:

1. FLEXURAL STRENGTH 1000 PSI @ 28 DAYS ASTM C78-84

2. COMPRESSIVE STRENGTH 9000 PSI @ 28 DAYS ASTM C109-92

3. DENSITY (WET): 130 LB/CU. FT. ASTM C138-92

4. SPLITTING TENSILE STRENGTH: 700 PSI @ 28 DAYS ASTM C496-90

5. SLANT SHEAR BOND STRENGTH: 2250PSI @ 28 DAYS ASTM C882-91

6. SULFATE RESISTANCE WEIGHTLOSS pH 1.0 <.97% ASTM C-267

84 DAY IMMERSION pH 2.0 <.30% pH 3.0 <.18%

C. MATERIAL SHALL BE BASF SP15, OR APPROVED EQUAL.

PAINTING & COATINGS:

1. WETWELL & VALVE VAULT EXTERIOR: THE EXTERIOR OF WET WELL & VALVE VAULTS SHALL BE COATED

WITH TWO (2), 10 MILS (DFT) EACH COAT OF A BITUMASTIC COATING (20 MILS TOTAL DFT). BITUMASTIC

COATING SHALL BE CARBOLINE (KOPPERS) 300M, OR APPROVED EQUAL.

2. WETWELL INTERIOR, OPTION A: THE INTERIOR OF A NEW OR REHABILITATED WET WELL, WHERE

DIRECTED BY WWS, SHALL BE COATED WITH TWO (2) COATS, 15 MILS (DFT) EACH, OF A BITUMASTIC

COATING (30 MILS DFT, TOTAL). BITUMASTIC COATING SHALL BE CARBOLINE (KOPPERS) 300M, OR

APPROVED EQUAL.

3. WETWELL INTERIOR, OPTION B: THE INTERIOR OF A NEW OR REHABILITATED WET WELL, WHERE DIRECTED

BY WWS, SHALL BE COATED WITH A SPRAYABLE, HIGH BUILD, MOISTURE TOLERANT, CHEMICAL RESISTANT

EPOXY COATING DESIGNED TO BE APPLIED ON DRY OR DAMP CONCRETE SURFACES AND YIELDING A HARD

DURABLE CHEMICAL RESISTANT FINISH TO A pH OF 1.0, EPOXY COATING SHALL BE BASF SEWER GUARD

HBS 100, OR OTHER APPROVED MATERIAL ON THE WWS PRODUCT SPECIFICATION SHEETS. APPLY

MATERIAL USING A 30:O OR 45:1 AIRLESS SPRAYER TO A MINIMUM DRY THICKNESS OF 60 MILS IN TWO 30

MILS COATS.

4. VALVE VAULT CONCRETE INTERIOR SURFACES: THE INTERIOR CONCRETE SURFACES OF VALVE VAULTS

SHALL BE COATED WITH A 100% SOLIDS POLYAMINE EPOXY SPECIFICALLY DESIGNED FOR WASTEWATER

IMMERSION AND LOW PERMEATION TO H2S GAS. MATERIAL SHALL BE IN CONFORM WITH THE PRODUCT

SPECIFICATION SHEETS, OR APPROVED EQUAL, APPLIED IN TWO (2) COATS, 15.0 MILS (DFT) EACH,(30.0

MILS DFT, TOTAL). FINAL COLOR TO BE BEIGE. SURFACE PREPARATION, PRIMING AND APPLICATION SHALL

BE IN ACCORDANCE WITH THE MORE STRINGENT OF THE MANUFACTURERS RECOMMENDATIONS OR LISTED

IN THE PRODUCT SPECIFICATION SHEETS.

5. DUCTILE IRON PIPE AND FITTINGS: DIP EXTERIOR SURFACES SHALL BE COATED WITH A 100% POLYAMINE

EPOXY SPECIFICALLY DESIGN FOR WASTEWATER IMMERSION AND LOW PERMEATION TO H2S GAS.

MATERIAL SHALL BE IN CONFORM WITH THE PRODUCT SPECIFICATION SHEETS, OR APPROVED EQUAL, APPLIED IN TWO (2) COATS 20 MILS (DFT) EACH (40.0 MIL DFT, TOTAL). DIP INTERIOR SURFACES SHALL BE

COATED WITH 40 MILS (DFT) OF PROTECTO 401.

6. VALVES SHALL RECEIVE ONLY THE FINAL 20 MIL (DFT) COAT. FINAL COLOR TO BE BEIGE. SURFACE

PREPARATION, PRIMING AND APPLICATION SHALL BE IN ACCORDANCE WITH THE MORE STRINGENT OF THE

MANUFACTURER'S RECOMMENDATIONS OR THE WWS SPECIFICATIONS. SURFACE PREPARATION AND

APPLICATION SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATION. CERTIFICATION

OF MANUFACTURER SHALL BE PROVIDED.

ELECTRICAL NOTES:

1. CONTROL PANEL ELECTRICAL SYSTEM SHALL BE COMPLETELY AND EFFECTIVELY GROUNDED AS REQUIRED

BY NEC.

2. ALL ELECTRICAL INSTALLATIONS SHALL BE IN ACCORDANCE WITH THE NEC AND SHALL COMPLY WITH ALL

NATIONAL AND LOCAL RULES, ORDINANCES, AND CODES AT TIME OF INSTALLATION.

3. ALL SERVICE CONDUCTORS SHALL BE STRANDED COPPER TYPE THWN.

4. ALL ENCLOSURES SHALL BE 316 STAINLESS STEEL NEMA 3R RIGHT SIDE OPENING. ALL MOUNTING

HARDWARE MUST BE 316 SST.

5. USE T & B CORROSION RESISTANT-LIQUIDTIGHT-STRAIN RELIEF THERMO-PLASTIC FLEXIBLE CORD & CABLE

CONNECTOR ON THE INSIDE OF THE TOP CONNECTION PANEL TO FIT APPROPRIATE CABLE SIZE. TRANSFER

SWITCH MAY BE MOUNTED ON EITHER END BUT GENERATOR RECEPTACLE MUST BE ON OUTSIDE. (STATE

LEFT OR RIGHT SIDE GEN. RECPT. WHEN ORDERING.)

6. ALL PUMP MOTORS SHALL BE 3 PHASE. WHEN THE LOCAL POWER COMPANY CANNOT PROVIDE 3 PHASE

POWER TO THE STATION, A "ROTOPHASE" PHASE CONVERTER SHALL BE SUPPLIED TO PROVIDE 3 PHASE

POWER TO THE STATION.

7. ALL CONTROL CIRCUIT WIRES SHALL BE TERMINATED WITH FORK TYPE CRIMP-ON CONNECTORS AND SHALL

HAVE AN ADJACENT HEAT SHRINK NUMBER, CORRESPONDING EACH CONNECTOR WITH NUMBERS AS

INDICATED ON THE SCHEMATIC. NO CONCEALED WIRING SHALL BE PERMITTED BEHIND THE SUB PANEL.

8. EACH DEVICE IN THE CONTROL CIRCUIT SHALL BE IDENTIFIED WITH THE PROPER CONTROL CIRCUIT

ABBREVIATION AS SHOWN IN THE TABLE AND ON THE SCHEMATIC.

9. FROM THE REAR SIDE OF THE DEAD FRONT HINGED PANEL, ALL WIRES SHALL BE NEATLY LACED TOGETHER

INTO A HARNESS AND TERMINATED INTO A TERMINAL STRIP.

10. DRIVEN GROUND ROD WHICH DOES NOT HAVE A RESISTANCE TO GROUND OF 10 OHMS OR LESS SHALL BE

AUGMENTED UNTIL THE RESISTANCE TO GROUND IS 10 OHMS OR LESS. LIGHTENING ARRESTER LEADS TO

BE ATTACHED TO THE MCB AS PER MOST RECENT NEC ARTICLE # 280.

11. ALL BRANCH CIRCUITS SHALL HAVE PROPER SIZE WIRING.

12. WHEN CONNECTIONS ARE COMPLETE IN THE CONNECTION BOX, COAT THE TERMINAL BLOCKS AND WIRE

ENDS WITH PROTECTIVE COMPOUND, NO-OXIDE OR EQUAL, TO PREVENT CORROSION.

13. SCHEMATIC DRAWINGS SHALL BE PLACED IN STATION ARE TO BE ENCASED BETWEEN TWO PIECES OF 3/16"

PLEXIGLASS.

14. ELECTRICAL SERVICE SHALL BE A MINIMUM OF 100 AMPS OF # 1 THWN STRANDED COPPER WIRE IN RIGID

ALUMINUM CONDUIT-MINIMUM SIZE = 2". INTERMEDIATE METAL CONDUIT UNACCEPTABLE.

15. UNDERGROUND SERVICE PULL BOXES ARE TO BE INSTALLED AT EACH 250 FEET OF SERVICE PULL. VOLTAGE

DROP TO BE LIMITED TO A MAXIMUM OF 3 PERCENT DROP.

16. BUBBLER TUBING SHALL BE CLEAR, 1/4" TYGON (OR APPROVED EQUAL). BACK-UP SENSOR TUBING TO BE

RED.

GENERAL

1. ALL CONSTRUCTION AND MATERIALS SHALL COMPLY WITH BROWARD COUNTY WATER AND WASTEWATER

SERVICES (WWS) "MINIMUM DESIGN AND CONSTRUCTION STANDARDS" AND APPLICABLE LOCAL AND

NATIONAL CODES.

2. MINIMUM REQUIREMENTS FOR PRODUCTS USED IN BROWARD COUNTY DISTRIBUTION AND COLLECTION

SYSTEMS ARE DEFINED IN "PRODUCT SPECIFICATION SHEETS".

3. FOR ALL WATER & WASTEWATER "MINIMUM DESIGN AND CONSTRUCTION STANDARDS" AND "PRODUCT

SPECIFICATION SHEETS" REFER TO:

WWW.BROWARD.ORG/WATERSERVICES/PAGES/MINIMUMDESIGNANDCONSTRUCTIONSTANDARDS.ASPX

4. WHENEVER A MATERIAL, ARTICLE OR PIECE OF EQUIPMENT IS IDENTIFIED IN THE PROJECT MANUAL

INCLUDING DRAWINGS (PLANS) AND SPECIFICATIONS BY REFERENCE TO MANUFACTURER'S OR VENDOR'S

NAME, TRADE NAMES, CATALOG NUMBERS, OR OTHERWISE, IT IS INTENDED MERELY TO ESTABLISH A

STANDARD, AND UNLESS IT IS FOLLOWED BY WORDS INDICATING THAT NO SUBSTITUTION IS PERMITTED, ANY MATERIAL, ARTICLE, OR EQUIPMENT OF OTHER MANUFACTURERS AND VENDORS WHICH WILL PERFORM

OR SERVE THE REQUIREMENTS OF THE GENERAL DESIGN WILL BE CONSIDERED EQUALLY ACCEPTABLE, PROVIDED THE MATERIAL, ARTICLE OR EQUIPMENT SO PROPOSED IS, IN THE OPINION OF THE WWS, EQUAL

IN SUBSTANCE, QUALITY, AND FUNCTION. REFER TO PRODUCT SPECIFICATION SHEETS AT

WWW.BROWARD.ORG/WATERSERVICES/PAGES/MINIMUMDESIGNANDCONSTRUCTIONSTANDARDS.ASPX

5. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO COMPLETE THE WORK AS SPECIFIED.

6. IF APPLICABLE THE CONTRACTOR SHALL SUPPLY ALL LABOR AND EQUIPMENT NECESSARY TO BY-PASS THE

LIFT STATION DURING CONSTRUCTION AND MAINTAIN SAID BYPASS FOR THE DURATION OF ITS USE.

7. COMPLIANCE TO "TRENCH SAFETY ACT" IS REQUIRED FOR ALL EXCAVATIONS IN EXCESS OF 5 FEET DEEP.

CONTRACTOR SHALL COMPLY WITH THE U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATIONS STANDARDS OSHA 29 CFR 1910.146, 'PERMIT-REQUIRED CONFINED SPACES' AND OSHA

29 CFR 1926, 'SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION.'

8. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY:

SUNSHINE STATE 1 CALL

BCWWS NETWORK ...................................... (954)-831- 0838

BCWWS INSPECTOR..................................... (954)-831- 0901

9. THE CONTRACTOR SHALL ATTACH PUMP GUIDE RAILS AS PER MANUFACTURER'S RECOMMENDATIONS.

10. ALL VALVES ARE TO BE TAGGED, STATING TYPE OF VALVE AND NUMBER OF TURNS TO OPERATE. IF THE

VALVE IS BURIED, A BRASS PLATE WILL BE CAST IN THE CONCRETE APRON AROUND THE VALVE COVER. IF

THE VALVE IS LOCATED IN A PIT, THE TAG SHALL BE HUNG FROM THE VALVE WITH A PLASTIC STRAP.

11. ALL VALVE BOXES SHALL HAVE LOCKING LIDS.

12. DUCTILE IRON PIPE AND FITTINGS SHALL CONFORM TO BCWWS PRODUCT SPECIFICATION SHEETS.

13. ALL JOINTS SHALL BE RESTRAINED IN ACCORDANCE WITH THE PLANS, SPECIFICATIONS AND IN

COMPLIANCE WITH AWWA STANDARDS.

14. COMPLETE "AS-BUILT" INFORMATION RELATIVE TO VALVES, FITTINGS, LENGTH OF PIPE AND THE LIKE, SHALL BE ACCURATELY RECORDED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER PRIOR TO

FINAL ACCEPTANCE OF THE WORK. ALL ELEVATIONS SHALL BE TAKEN BY AN INDEPENDENT REGISTERED

LAND SURVEYOR OR PROFESSIONAL SURVEYOR AND MAPPER AND INCLUDED IN THE "AS-BUILT"

INFORMATION FURNISHED BY THE CONTRACTOR. FINAL APPROVAL OF THE PROJECT IS SUBJECT TO THE

FINAL REVIEW AND APPROVAL OF THE "AS-BUILT" INFORMATION FURNISHED TO THE REGULATORY

AGENCIES AND WWS.

15. ALL ELEVATIONS SHOWN ON THE CONSTRUCTION DRAWINGS ARE BASED ON THE NORTH AMERICAN

VERTICAL DATUM OF 1988, (N.A.V.D. 88), HORIZONTAL DATUM NAD83 (HARN) FLORIDA EAST (0901) - US

FOOT, UNLESS OTHERWISE NOTED.

16. CONTRACTOR SHALL PROVIDE A IDENTIFICATION SIGN AS SHOWN.

SIGN SHALL BE FABRICATED OF

"ALUMINUM WITH WHITE REFLECTIVE BACKGROUND AND RED LETTERS.

LARGE LETTERS SHALL BE 1" HIGH

SMALL LETTERS SHALL BE 1/2" HIGH

BORDER SHALL BE

" THICK,

OFFSET

" FROM EDGE OF SIGN

SIGN SHALL BE PERMANENTLY ATTACHED TO THE FENCE, IF AVAILABLE, OR CONTROL PANEL WHERE

VISIBLE FROM THE STREET

XXX= WWS LIFT STATION COMMON NAME

17. ENGINEER SHALL PROVIDE FLOATATION CALCULATIONS FOR EACH STRUCTURE TO BE

CONSTRUCTED.

PUMPS AND CONTROL PANEL

1. PUMPS AND ALL APPURTENANCES REQUIRED TO MAKE A COMPLETE AND OPERATING SYSTEM SHALL BE

FURNISHED AND INSTALLED BY THE CONTRACTOR. PUMPS WILL TO BE SUPPLIED WITH 60 FT CABLES, REFER

TO WWS "LIFT STATION STANDARD PUMPS".

2. CONTROL PANEL, CONNECTION PANEL AND TRANSFER SWITCH WITH LOUVERED ENCLOSURE ARE TO BE

PROVIDED BY THE CONTRACTOR AND MANUFACTURED BY CHAMPION CONTROLS INC. TO WWS

SPECIFICATIONS (NO SUBSTITUTION).

CAST-IN-PLACE CONCRETE

1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE (FBC), AMERICAN

CONCRETE INSTITUTE (ACI) 318 AND THE CONTRACT SPECIFICATIONS.

2. COMPLETE ENGINEERING AND PRODUCT DATA SHALL BE SUBMITTED TO THE ENGINEER ON ALL

ADMIXTURES, CURING COMPOUNDS, HARDENERS, SEALERS, REINFORCING STEEL AND WATER STOPS IN

ACCORDANCE WITH THE SPECIFICATIONS.

3. REINFORCEMENT STEEL SHALL CONFORM TO THE REQUIREMENTS OF ASTM A-615.

4. CONCRETE COVER FOR STEEL REINFORCEMENT SHALL BE AS SPECIFIED ON ACI 318.

5. PIPES, INSERTS, AND OTHER METAL OBJECTS SHOWN SHALL BE BUILT INTO, SET IN, OR ATTACHED TO THE

CONCRETE. ALL REQUIRED HOLES SHALL BE CAST AT TIME OF CONSTRUCTION.

6. ALL CAST-IN-PLACE CONCRETE SHALL BE ACCURATELY FORMED AND PROPERLY PLACED AND FINISHED AS

SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN.

7. CONCRETE SHALL BE EITHER CLASS A OR CLASS B, AS INDICATED ON THE DRAWINGS OR SPECIFIED IN

THESE SPECIFICATIONS. IN GENERAL CLASS A CONCRETE SHALL BE USED FOR REINFORCED CONCRETE

CAST-IN-PLACE IN FORMS FOR SLABS, FOOTINGS, FOUNDATIONS, MAINTENANCE ACCESS STRUCTURES

AND SIMILAR REINFORCED CONCRETE STRUCTURES COMING UNDER THE SCOPE OF ACI 318. CLASS B

CONCRETE SHALL BE PLAIN CONCRETE AND SHALL BE USED FOR PIPE CRADLES, PIPE AND CONDUIT

ENCASEMENT, BEDDING, GRADE CORRECTION, ANCHORS, COLLARS, THRUST BLOCKS, MASSIVE SECTIONS

AND OTHER NON-REINFORCED CONCRETE.

8. CONCRETE INGREDIENTS SHALL BE SELECTED, PROPORTIONED, AND MIXED IN SUCH A MANNER AS

WILL PRODUCE A WATERTIGHT DURABLE CONCRETE THAT WILL DEVELOP THE FOLLOWING MINIMUM

COMPRESSIVE STRENGTHS AT AN AGE OF 28 DAYS WHEN SAMPLED, CURED AND TESTED IN ACCORDANCE

WITH THE PROCEDURES SPECIFIED IN ASTM C 31 AND C 39:

CLASS OF AVERAGE OF THREE MINIMUM ANY

CONCRETE AGE CONSECUTIVE SPECIMENS ONE SPECIMEN

A 28 DAYS 4,000 PSI 3,500 PSI

B 28 DAYS 3,000 PSI 2,500 PSI

FINISHING UNFORMED SURFACES

1. NO SURFACE TREATMENT WILL BE REQUIRED FOR BURIED CONCRETE NOT FORMING AN INTEGRAL PART OF

STRUCTURE EXCEPT THAT REQUIRED TO OBTAIN THE SURFACE ELEVATIONS OR CONTOURS AND

SURFACES FREE OF LAITANCE. THE UNFORMED SURFACES OF ALL OTHER CONCRETE SHALL BE

SCREEDED AND GIVEN AN INITIAL FLOAT FINISH FOLLOWED BY ADDITIONAL FLOATING FOLLOWED BY

TROWELING WHERE REQUIRED. CARE SHALL BE TAKEN THAT NO EXCESS WATER IS PRESENT WHEN THE

FINISH IS MADE. NO SPECIAL CONCRETE OR CEMENT MORTAR TOPPING COURSE SHALL BE USED

UNLESS SO SHOWN ON THE DRAWING.

2. SCREEDING: SCREEDING SHALL PROVIDE A CONCRETE SURFACE CONFORMING TO THE PROPER

ELEVATION AND CONTOUR WITH ALL AGGREGATES COMPLETELY EMBEDDED IN MORTAR. ALL

SCREEDED SURFACES SHALL BE FREE OF SURFACE IRREGULARITIES WITH A HEIGHT OR DEPTH IN EXCESS

OF 1/4 INCH AS MEASURED FROM A 10-FOOT STRAIGHT EDGE.

3. FLOATING: SCREEDED SURFACES SHALL BE GIVEN AN INITIAL FLOAT FINISH AS SOON AS THE

CONCRETE HAS STIFFENED SUFFICIENTLY FOR PROPER WORKING. INITIAL FLOATING SHALL BE

FOLLOWED BY A SECOND FLOATING AT THE TIME OF INITIAL SET. THE SECOND FLOATING SHALL

PRODUCE A FINISH OF UNIFORM TEXTURE AND COLOR. UNLESS ADDITIONAL FINISHING IS

SPECIFICALLY REQUIRED, THE COMPLETED FINISH FOR UNFORMED SURFACES SHALL BE THE FLOAT FINISH

PRODUCED BY THE SECOND FLOATING.

4. BROOMING: SURFACES OF EQUIPMENT BASES AND SLABS ON GRADE SHALL BE GIVEN A LIGHT BROOM

FINISH PROVIDING A NONSLIP SURFACE. BROOMING SHALL BE DONE AFTER THE SECOND FLOATING

AND FOR TRAFFIC AREAS SHALL BE AT RIGHT ANGLES TO THE NORMAL TRAFFIC DIRECTION.

5. EDGING: ALL PERMANENTLY EXPOSED EDGES OF UNFORMED SURFACES SHALL BE CHAMFERED WITH A 3/4

INCH APPROVED EDGING TOOL UNLESS OTHER EDGE TREATMENT IS INDICATED ON THE DRAWINGS.

6. CURING: ALL CONCRETE SHALL BE PROTECTED FROM LOSS OF MOISTURE BY CURING FOR AT LEAST 14

DAYS FOLLOWING PLACEMENT. CURING OPERATIONS SHALL TAKE PLACE IMMEDIATELY AFTER CONCRETE

FINISHING IS COMPLETE OR FORMS ARE REMOVED. BREAKING OF FORM TIES OR OTHERWISE

BREAKING THE SEAL BETWEEN THE CONCRETE SURFACE AND THE FORM SHALL BE CONSIDERED FORM

REMOVAL.

PRE-CAST CONCRETE

1. WALL AND SLAB THICKNESSES SHOWN ON THESE STANDARDS ARE MINIMUMS. MANUFACTURER IS SOLELY

RESPONSIBLE FOR STRUCTURAL DESIGN.

2. PRE-CAST UNITS SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-478

3. LIFTING HOLES THROUGH THE STRUCTURE ARE NOT PERMITTED

4. THE BOTTOM SLAB SHALL BE CAST MONOLITHICALLY WITH THE LOWER WALL SECTION

5. ALL STRUCTURES SHALL BE DESIGNED TO SUPPORT AN H-20 WHEEL LOADING

6. COMPLETE ENGINEERING AND PRODUCT DATA, SHALL BE SUBMITTED TO THE ENGINEER.

ACCESS HATCH

1. EACH HATCH SHALL BE DESIGNED ACCORDING TO THE OPENINGS SHOWN ON THE DRAWINGS. THE

ALUMINUM ACCESS FRAMES SHALL BE MANUFACTURED FROM 1/4-INCH THICK, EXTRUDED 6063-T5

ALUMINUM.

2. THE FRAME SHALL BE DRAINABLE WITH A 1 1/2-INCH THREADED DRAIN COUPLING LOCATED ON CORNER

FRAME.

3. THE DOOR PANELS SHALL CLOSE FLUSH AND SHALL BE 1/4-INCH THICK 5086-H34 ALUMINUM DIAMOND

(CHECKER) PLATE REINFORCED FOR AASHTO H-20-44 WHEEL LOADS.

4. REMOVABLE ALUMINUM CROSS-BEAMS SHALL BE PROVIDED BY THE HATCH SUPPLIER AS REQUIRED TO

ACCOMPLISH THE STATED LOADING.

5. THE DOORS SHALL HAVE HEAVY DUTY STAINLESS STEEL BUTT HINGES WITH TAMPER-PROOF FASTENERS.

6. ALL HARDWARE SHALL BE MADE OF TYPE 316 STAINLESS STEEL.

7. EACH DOOR SHALL HAVE SPRING OPERATORS, SUCH THAT THE MAXIMUM LIFTING EFFORT IS LESS THAN 25

POUNDS.

8. THE HATCH SUPPLIER SHALL PROVIDE THE NUMBER OF SPRING OPERATORS AS REQUIRED TO ACCOMPLISH

THE MAXIMUM LIFTING REQUIREMENT.

9. EACH DOOR SHALL OPEN TO 90 DEGREE AND LOCK AUTOMATICALLY WITH A STAINLESS STEEL, POSITIVE

LOCKING ARM AND A STAINLESS STEEL RELEASE HANDLE.

10. EACH DOOR SHALL HAVE A RECESSED STAINLESS STEEL LIFTING HANDLE AND RECESSED OVERSIZED

PADLOCK BOX.

11. THE HATCH SHALL BE PROVIDED WITH A TYPE 316 STAINLESS STEEL SLAM-LOCK WITH A REMOVABLE

HANDLE.

12. ALL ACCESS DOORS SHALL BE DESIGNED WITH A NEOPRENE GASKET ON THE INSIDE LIP OF THE FRAME

PERIMETER, TO FORM AN ESSENTIALLY AIR-TIGHT SEAL.

13. ALL ACCESS DOORS SHALL BE EQUIPPED WITH A MINIMUM OF FOUR (4) STAINLESS STEEL CARRIAGE BOLTS

WITH WELDED NUTS TO SECURE THE DOORS IN THE DOWN POSITION. BOLTS SHALL BE PER THE

MANUFACTURERS RECOMMENDATION.

WETWELL REHABILITATION

1. SURFACE PREPARATION

A. ANY LOOSE, UNSOUND, OR CRACKED BRICK OR CONCRETE SHALL BE CHISELED OR HAMMERED OUT.

B. ALL SURFACES TO RECEIVE EITHER THE ONE COMPONENT REINFORCED MORTAR OR EPOXY LINING SHALL

BE STRUCTURALLY SOUND AND SHALL BE CLEANED TO REMOVE LAITANCE, GREASE. LOOSE MORTAR, PAINT OR OTHER SURFACE CONTAMINANTS USING SAND BLASTING, HYDRO-GRIT BLASTING AT 3,500 PSI

MINIMUM OR OTHER MECHANICAL SCARIFICATION TECHNIQUES APPROVED BY THE ENGINEER.

C. SURFACE SHALL BE TESTED BY THE CONTRACTOR, IN THE PRESENCE OF THE ENGINEER,USING A SURFACE pH TESTER EQUAL TO INSTA-CHECK SURFACE pH PENCIL AS MANUFACTURED BY PHYDRION. SURFACE

SHALL INDICATE A pH=7.0 OR GREATER.

17. TUBBING FITTINGS SHALL BE SWAGELOK BRASS FITTINGS (OR APPROVED EQUAL).

18. COLOR CODING:

A. SINGLE PHASE 120/240V-BLACK, WHITE, AND RED.

B. THREE PHASE 120/240V 4 WIRE-HI LEG CENTER AND ORANGE, WHENEVER NEUTRAL IS PRESENT. IN

THE ABSENCE OF NEUTRAL, THEY WILL BE MARKED BLACK, RED, AND BLUE AND/OR A-B-C. WILL

CONSTITUTE CLOCKWISE ROTATION OF ALL 3-PHASE MOTORS. THIS IS TO ASSURE PHASE RELATION

THROUGHOUT THE SYSTEM.

C. 120/208V, 4 WIRE, THREE PHASE SHALL BE BLACK, WHITE, RED, AND BLUE WHERE THE NEUTRAL IS

PRESENT. IF THE NEUTRAL IS ABSENT, BLACK, RED, AND BLUE AND/OR A-B-C WILL CONSTITUTE

CLOCKWISE ROTATION OF ALL THREE PHASE MOTORS, THIS IS TO ASSURE PHASE RELATION

THROUGHOUT THE SYSTEM.

D. 277/480V, 4-WIRE-BROWN, ORANGE, YELLOW AND WHITE WHEN THE NEUTRAL IS PRESENT. IF THE

NEUTRAL IS ABSENT, A-B-C WILL CONSTITUTE CLOCKWISE ROTATION OF ALL THREE PHASE MOTORS.

THIS IS TO ASSURE PHASE RELATION THROUGHOUT THE SYSTEM.

19. FABRICATE ANTENNA MAST FROM A 21 FOOT LENGTH OF 2

" DIAMETER SCHEDULE 40 ALUMINUM PIPE.

PAINT LOWER THREE (3) FEET WITH ASPHALTUM PAINT, CAP THE TOP OF PIPE.

20. RUN 3/4 INCH RIGID ALUMINUM CONDUIT UP THE MAST FOR THE ANTENNA CABLE TO WITHIN 16 INCHES

OF THE TOP. RUN SECOND 3/4 INCH CONDUIT UP THE MAST FOR ALARM AND FLOOD LIGHTS AS

SHOWN. USE STAINLESS STEEL UNISTRUT AND CLAMPS TO HOLD CONDUITS TO THE MAST.

21. MOUNT FLOOD LIGHT AND FLASHING RED LIGHT ON THE ANTENNA MAST AT TEN (10) FEET AND EIGHT

(8) FEET ABOVE GRADE.

22. TEST PUMPS AS FOLLOWS:

A. TECHNICIAN MUST BE PRESENT TO CONDUCT TESTS.

B. MEGGER MOTORS, MOTORS SHALL BE 20 MEGOHMS OR MORE TO GROUND, DO NOT MEGGER

LOW VOLTAGE CONTROLS.

C. CHECK VOLTAGE, CHECK PUMP ROTATION, RECORD VOLTAGE AND AMPS UNDER LOAD.

D. DEMONSTRATE PROPER OPERATION OF ALL CONTROLS.

E. CONDUCT DRAWDOWN TESTS AS REQUIRED.

F. CHECK OPERATION WITH OWNER'S PORTABLE GENERATOR AND CHANGE WIRE CONNECTIONS IN

THE PANEL TO GIVE CORRECT ROTATION.

23. THE CONTRACTOR SHALL FURNISH AN ARC FLASH HAZARD ANALYSIS STUDY PER 2015 NFPA 70E -

STANDARD FOR ELECTRICAL SAFETY IN THE WORKPLACE, REFERENCE ARTICLE 130.5 (C)(1) AND ANNEX

D. PROVIDE PROPER ARC FLASH SAFETY LABELS ON THE FRONT COVER OF TRANSFER SWITCH PANEL, CONTROL PANEL AND CONNECTION PANEL. THE LABELS SHALL BE LAMINATED DURABLE VINYL AND UV

RESISTANT, MINIMUM SIZE OF 5" X 3.5".

IF EMERGENCY LIGHT FLASHES CALL...

BROWARD COUNTY

WATER & WASTEWATER SERVICES

STATION XXX

(954) 831-0850

WHERE CONFLICTS EXIST BETWEEN THESE NOTES AND WWS

"MINIMUM DESIGN AND CONSTRUCTION STANDARDS", THE

MINIMUM STANDARDS WILL GOVERN.

AS SHOWN

LAST SAVED: 05/04/18 - 11:05AM

DATE:

REVISION DESCRIPTION:

P R O

J E C T

N

O

P R O

J E C T

N

A M

E

F A B R I C A T E

A N

D

R E F U

R B I S H

L I F T

S T A T I O

N

C O

N T R O

L

P A N

E L S

SEAL

X X X X

N O

T

F O

R

C

O N

S T R

U C

T I O

N

DESIGNATION:

DWG NO:

DRAWING NAME:

DESIGN:

DRAWN: CHECK:

SCALE:

G-2

LIFT STATION NOTES

OUTPUT

INPUT

1 2 3 4 5

1 2 3 4 5

TFS001-02

FLUORESCENT TROUBLE LIGHT

PHASE

MONITOR

12V

BATT

A/C RECEPT.

G F I

R E C E P T

S H

U T

O F F

V A L V E

W/DEAD FRONT

W/OUT DEAD FRONT

PHASE MONITOR 1A FUSES

DATAFLOW 47K RESISTOR TERMINALS

DATAFLOW TFS

BELL-EDWARDS ADAPTABELL HEAVY DUTY

BELL, 4", CAT NO. 340-4N5 120V 60 Hz, UL

APPROVED OR APPROVED EQUAL

SCREENED LOUVERS

BOTH SIDES 3 AREAS

DUPLEX CONTROL PANEL LAYOUT

ELAPSED

TIME

METERS

ENCLOSURE SIZE : 66" x 36" x 10"

RATING: NEMA 3R

MATERIAL: 316 STAINLESS STEEL

F8F7F6F5F4F3F2F1

PUMP 1

PUMP 2

SEAL

FAIL

TEMP

FAIL

AIR COMP

RESET

FAIL

SEAL

FAIL

TEMP

FAIL

POWER BLOCK

GND

NEMA RATED STARTERS

ON ON

HOA HOA

LEVEL GAUGE

HORN

TROUBLE

PURGE VALVE

G F I

R E C E P T

S H

U T

O F F

V A L V E

POWER BLOCK

GND

CIRCUIT BREAKERS

SURGE SUPPRESSOR

NEMA RATED STARTERS

H O

R N

TIMERS

RELAY

RELAY

RELAY

RELAY

T E R M

I N

A L S

T E R M

I N

A L S

T E R M

I N

A L S

AIR COMPRESSOR

LEVEL TRANS

PRESSURE SW

FR1

FR2

43 43 44106

IN PUMP 1

30 7141412668N 74 41 75

IN PUMP 2

70 41 212S 213 216 213 218

OFF

LEVEL

ON

LEVEL

SEAL

SENSOR

PUMP

T-STAT

SEAL

SENSOR

PUMP

T-STAT

FM

PRESS.

XDUCER

RAIN

GAUGE

(IF USED)

HATCH

COVER

LIMIT

SWITCH

120V

FROM

F6

ELECTRICAL INPUT CONNECTION BLOCK

69N

120V

EXT.

AUX

CIRCUIT BREAKERS

SURGE SUPPRESSOR

AS SHOWN

LAST SAVED: 05/04/18 - 11:05AM

DATE:

REVISION DESCRIPTION:

P R O

J E C T

N

O

P R O

J E C T

N

A M

E

F A B R I C A T E

A N

D

R E F U

R B I S H

L I F T

S T A T I O

N

C O

N T R O

L

P A N

E L S

SEAL

X X X X

N O

T

F O

R

C

O N

S T R

U C

T I O

N

DESIGNATION:

DWG NO:

DRAWING NAME:

DESIGN:

DRAWN: CHECK:

SCALE:

FLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW AND

MODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH

CONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES AND

STANDARDS.

E-1

DUPLEX CONTROL PANEL

1A

1A

1A

F13

F14

F15

B

PHASE MONITOR

POWER PRESENT

LIGHT

N

3 KVA

XFORMER USE

WITH 480V

LIGHTNING ARRESTER

CIRCUIT BREAKERS

GROUND

NOTES:

ENCLOSURE SIZE : 30" x 20" x 8"

NEMA 3R, 316 STAINLESS STEEL

FUSE

HOLDER

PHASE

MONITOR

POWER PRESENT LIGHT

CIRCUIT BREAKER

INTERLOCK

CIRCUIT BREAKER HANDLES

THROUGH INNER DOOR

POWER

SUBFEEDER

TERM BLK

NOTE:

MCB AND ECB ARE TO BE SUITABLE TO

USE AS SERVICE EQUIPMENT, TO BE

PERMANENTLY IDENTIFIED AS SERVICE

DISCONNECTS, TO BE CAPABLE OF

BEING OPERATED WITHOUT EXPOSING

OPERATOR TO CONTACT WITH LIVE PARTS.

GROUND FAULT PROTECTION-25000 IC

AT 240 V, 30000 IC AT 480 V.

A

120V

B

POWER METER

NOTE :

1. THE ABOVE TABLE COMPILED PER CURRENT NATIONAL ELECTRIC CODE SECTION 430 TABLE 430.250

2. GROUNDING ELECTRODE SIZED PER NATIONAL ELECTRICAL CODE

3. *GENERATOR PLUGS ARE SIZED TO MATCH THE GENERATOR'S CORD, NOT THE ELECTRICAL SERVICE.

4. CONDUCTOR B IS A SERVICE FEEDER, SIZED FOR 2 PUMPS AT 125% 0F FLA PLUS A 20 AMP GENERAL LOAD.

5. DESIGNER TO VERIFY DATA IN THESE TABLES

6. SERVICE RACEWAY TO BE OVERSIZED AS SHOWN TO ACCOMMODATE FUTURE EXPANSION.

480 VOLT

HP

MOTOR AMP (I)

STARTER SIZE

CONDUCTOR

(A)

PUMP CB

MAIN/EMER CB CONDUCTOR (B)

GENERATOR

PLUG*

SERVICE

RACEWAY (MIN)

5 1 12 15 100

1 (32.5A)

200 2"

8 1 12 15 100

1 (40A)

200 2"

7.5 11 1 12 20 100

1 (47.5A)

2"

10 14 2 12 30 100

1 (55A)

2"

15 21 2 10 50 125

1 (72.5A)

2"

20 27 2 10 60 125

1 (87.5A)

2"

25 34 2 8 90 150

1/0 (105A)

2"

30 40 3 6 100 150

1/0 (120A)

2"

40 52 3 4 150 225

4/0 (150A)

3"

50 65 4 4 175 250

250 KCM(182.5A)

200 3"

60 77 4 3 200 300

350 KCM(212.5A)

200 3"

75 96 4 1 250 300

350 KCM(260A)

200 3"

240 VOLT

HP

MOTOR AMP (I)

STARTER SIZE

CONDUCTOR

(A)

PUMP CB

MAIN/EMER CB CONDUCTOR (B)

GENERATOR

PLUG*

SERVICE

RACEWAY (MIN)

3 9.6 1 12 20 100

1 (44A)

100 2"

5 15.2 1 10 40 100

1 (58A)

100 2"

7.5 22 2 10 50 125

1 (75A)

100 2"

10 28 2 8 70 125

1 (90A)

100 2"

15 42 3 6 100 175

2/0 (125A)

100 2"

20 54 3 4 150 225

4/0 (155A)

100 3"

B

PUMP 1

PUMP 2

L3

L2

L1

TO CONTROL CIRCUIT

A

120V

B

L1

L2

L3

NO

C

1A

1A

1A

F13

F14

F15

B

PHASE MONITOR

POWER PRESENT

LIGHT

N

B

PUMP 1

PUMP 2

L3

L2

L1

TO CONTROL CIRCUITS

TRANSFER SWITCH MUST BE RATED AS

SERVICE ENTRANCE EQUIPMENT

TRANSFER SWITCH CONTROL PANEL

LIGHTNING ARRESTER

A

POWER METER

LIGHTNING

ARRESTOR

GROUND BUSS

IN TRANSFER

PANEL

GENERATOR

RECEPTACLE

NO 6 BC MIN

TO SERVICE

GROUND

GROUND BUSS IN

CONTROL PANEL

NEUTRAL BUSS

IN CONTROL

PANEL

POWER METER

LIGHTNING

ARRESTER

GROUND BUSS

IN TRANSFER

PANEL

GENERATOR

RECEPTACLE

NO 6 BC MIN

TO SERVICE

GROUND

NEUTRAL BUSS

IN TRANSFER

PANEL

NEUTRAL BUSS

IN TRANSFER

PANEL

240V MAIN POWER CIRCUIT

480V MAIN POWER CIRCUIT

EMERGENCY CONNECTION/TRANSFER SWITCH

NTS

L1

L2

L3

NO

C

POWER PRESENT LIGHT

TRANSFER SWITCH CONTROL PANEL

100 124 4 2/0

250 350

500 KCM(330A)

200 4"

GENERATOR

RECEPTACLE

GENERATOR

RECEPTACLE

1.

2.

GROUND BUSS IN

CONTROL PANEL

AS SHOWN

LAST SAVED: 05/04/18 - 11:05AM

DATE:

REVISION DESCRIPTION:

P R O

J E C T

N

O

P R O

J E C T

N

A M

E

F A B R I C A T E

A N

D

R E F U

R B I S H

L I F T

S T A T I O

N

C O

N T R O

L

P A N

E L S

SEAL

X X X X

N O

T

F O

R

C

O N

S T R

U C

T I O

N

DESIGNATION:

DWG NO:

DRAWING NAME:

DESIGN:

DRAWN: CHECK:

SCALE:

FLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW AND

MODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH

CONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES AND

STANDARDS.

E-2

DUPLEX ELECTRICAL SERVICE

AND TRANSFER SWITCH

MOTOR 2 RUN23 MOTOR 1 STARTER

STARTER POWER24 MOTOR 1 RUN

AUX OUTLET

MOTOR 2 STARTER

MOTOR 3 STARTER

AUX POWER

TELEMETRY TXD

ALARM POWER

ALARM LIGHT OUT

ALARM HORN OUT

TELEMETRY RTS

TELEMETRY RXD

TELEMETRY CTS

TELEMETRY PWR

TELEMETRY GRD

LOW LEVEL

AIR COMP FAIL

INPUT COM 1

EXTERNAL P.M.

MOTOR 3 RUN

PNL ENTERED

ALARM SILENCE

ISO GND

HIGH LEVEL

AUX INPUT

LAG 2 LEVEL

LAG 1 LEVEL

INPUT COM 2

A

PHASE C

PHASE A

PHASE B

P1

AC POWER

BATTERY -

BATTERY +

EARTH GROUND

AC NEUTRAL

SPARE (NC)

ANALOG 1+

ISO +24VDC

CABLE SHIELD

RS-232 TXD

RS-232 RXD

RS-232 GND

ANALOG 2+

ANALOG -

SHUNT

P2

F12

F11

F10

2L1

2L2

2L3

RTU 10A

C/B

3L3

3L2

3L1

1 2 3 4

UNPROTECTED INPUT

DATAFLOW TFS

PROTECTED OUTPUT

DFS TCU PUMP CONTROLLER

LEVEL

TRANSDUCER

FORCE MAIN

PRESSURE

TRANSDUCER

TO

BUBBLER

SYSTEM

TROUBLE

LIGHT

TROUBLE

SWITCH

AIR COMP.

FAILURE

AIR COMP. RECEPT.

NORMAL

12V

BACKUP

TO/FROM

TAC II

TELEMETRY

ALARM

LIGHT

CR 11

SITE

LIGHT

FROM MAIN

POWER

CIRCUIT

120VAC

FROM

MAIN POWER

CIRCUIT

OOX

OOX

XOO

RAIN GAUGE

BOTTOM DOOR

TOP DOOR

HATCH

AIR LOSS

PRESS. SW.

4L3

4L2

4L1

CONTROL

30A C/B

ET

1 2 3 4

N2

SILENCE

OX

HORN

F3

1A

F4

1A

R

66A

CR11

1 3

F1

20A

LIGHTING

F2

2A

AIR

COMPRESSORS

PUMP 1

CONTROL

F6

2A

PUMP 2

CONTROL

BACKUP CONTROL

POWER

R3

3 1

F8

1A

T3

3 1

H

O

A

PUMP 2

H

O

A

OOX

OOX

XOO

PUMP 1

R2

1 3

2M

2M

O/L

R7

81A

R6

R22

ET

N

PUMP 2

F7

1A

R1

1 3

1M

O/L

R5

6 7

2 R1 7

R4

80B

PM

9 8

N

N

N

N

N

N

A

CR

AC

64B

A/C

RESET

64A

64A

64D

1M

PS1

CRAC

CRAC

1 4

80A

EMERGENCY

N

N

N

N

GFI

RECEPT.

2M

1M

MCP2

MCP1

R6

11 9

R4

11 9

R7

9 11

R5

9 11

N

N

CRAC

PM

218B 218A

R3

OFF

ON

SIL

OXX

S

N

F5

R3

FR1

FR2

PUMP 1

MOISTURE

PUMP 1 T'STAT

PUMP 2 MOISTURE

PUMP 2 T'STAT

PUMP 1 SEAL. FAIL

PUMP 1 THERMO. FAIL

PUMP 2 SEAL. FAIL

PUMP 2 THERMO. FAIL

PUMP 2

DELAY ON

TIMER

FLOAT

BACK-UP

BACKUP CONTROL

POWER

24VAC XFORMER

OFF

FR1

BACKUP FLOATS

ON

FR2

R4

4 1

R5

R6

4 1

R7

4 1

N

N

N

N

R5

R4

N

N

R3

T3

N

R6

R7

N

PUMP 1

EXT. AUX

15A C/B

ELECTRICAL CONTROLS CIRCUIT (DUPLEX)

AS SHOWN

LAST SAVED: 05/04/18 - 11:05AM

DATE:

REVISION DESCRIPTION:

P R O

J E C T

N

O

P R O

J E C T

N

A M

E

F A B R I C A T E

A N

D

R E F U

R B I S H

L I F T

S T A T I O

N

C O

N T R O

L

P A N

E L S

SEAL

X X X X

N O

T

F O

R

C

O N

S T R

U C

T I O

N

DESIGNATION:

DWG NO:

DRAWING NAME:

DESIGN:

DRAWN: CHECK:

SCALE:

FLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW AND

MODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH

CONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES AND

STANDARDS.

E-3

DUPLEX CONTROLS CIRCUIT

30"

66"

36"

A/C#2

A/C#1

(A)

(D)

(A) (A)

(B)

TO WETWELL

(A) (E)

BY OTHERS

(C)

(D)

PS1

LG-1

BUBBLER PIPING

CONTROL TRANSFORMER FOR 480V POWER

DUPLEX CONNECTION PANEL

CONTROL PANEL CONNECTION PANEL

AS SHOWN

LAST SAVED: 05/04/18 - 11:05AM

DATE:

REVISION DESCRIPTION:

P R O

J E C T

N

O

P R O

J E C T

N

A M

E

F A B R I C A T E

A N

D

R E F U

R B I S H

L I F T

S T A T I O

N

C O

N T R O

L

P A N

E L S

SEAL

X X X X

N O

T

F O

R

C

O N

S T R

U C

T I O

N

DESIGNATION:

DWG NO:

DRAWING NAME:

DESIGN:

DRAWN: CHECK:

SCALE:

FLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW AND

MODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH

CONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES AND

STANDARDS.

E-4

DUPLEX CONNECTION PANEL

& CONTROL TRANSFORMER

SUPPRESSOR

SURGE

H O

R N

S H

U T

O

F F

V A L V E

CIRCUIT BREAKERS

NEMA RATED STARTERS

SUPPRESSOR

SURGE

G F I

R E C E P T

POWER BLOCK

GROUND

TRANSFORMER

RESISTOR TERMINALS

DATAFLOW TFS

1A FUSES

PHASE MONITOR

DATAFLOW 100K

FLUORESCENT TROUBLE LIGHT

OUTPUT

54321

TFS001-02

INPUT

54321

T E R M

I N

A L S

TRANS.

LEVEL

T E R M

I N

A L S

AIR COMP.

RELAY

TIMERS

T E R M

I N

A L S

AIR COMPRESSORS

RECEPT.

MONITOR

PHASE

NEMA RATED STARTERS

TRANSFORMER

GROUND

POWER BLOCK

F9F8F7F5 F6F3F1 F2

ELAPSE TIME METERS

F4

PUMP 3PUMP 2

ON

HOA

ON

HOA

FLOAT SEQ.

PUMP 1

ON

HOA

HORN

TROUBLE

SWITCH

LIGHT

PURGE VALVE

LEVEL GAUGE

R E C E P T

G F I

V A L V E

S H

U T

O

F F

A/C

BACK-UP

H O

R N

G

G

218216 213

COVER

RAIN

GAUGE

212S

PRESS.

SYSTEM

HATCH

797875 41 4141 74

4141 70 71

151 150 152

FR2

FR1

LEVEL

ON

1504030 35

LEVEL

OFF

10 2568 5N

120V

FIELD DEVICE TERMINAL BLOCK 1 (FDTB1)

FIELD DEVICE TERMINAL BLOCK 2 (FDTB2)

PUMP

SEAL

PUMP

IN PUMP 3

SEAL

IN PUMP 1

SEAL

PUMP

IN PUMP 2

LEVER

ARM 3

LEVER

ARM 1F5

LEVER

ARM 2

FIELD DEVICE TERMINAL BLOCK 3 (FDTB3) SCADA

FROM

XDUCER

150 153

FR3

LEVEL

HIGH

RELAY

RELAY

113110 112 121117115114 116 119118 120 122 125126 128127 129111 123 124

PUMP 1

FAIL

F5

FAIL

PUMP 2

FAIL

PUMP 3 PUMP 1

RUNNING RUNNING

PUMP 2

RUNNING

PUMP 3

ALARM

PUMP 1

READY

PUMP 2

READY

PUMP 3

READY

CIRCUIT BREAKERS

SURGE

SUPPRESSOR

SUPPRESSOR

FIELD DEVICE TERMINAL BLOCK 4 (FDTB4)

AUX

EXT.

60A

TRANSFORMER

120/24VAC

TX1

12V

(FS1)

FLOW SWITCH

TRIPLEX ELECTRICAL INPUT CONNECTION BLOCK

TRIPLEX CONTROL PANEL LAYOUT

AS SHOWN

LAST SAVED: 05/04/18 - 11:05AM

DATE:

REVISION DESCRIPTION:

P R O

J E C T

N

O

P R O

J E C T

N

A M

E

F A B R I C A T E

A N

D

R E F U

R B I S H

L I F T

S T A T I O

N

C O

N T R O

L

P A N

E L S

SEAL

X X X X

N O

T

F O

R

C

O N

S T R

U C

T I O

N

DESIGNATION:

DWG NO:

DRAWING NAME:

DESIGN:

DRAWN: CHECK:

SCALE:

FLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW AND

MODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH

CONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES AND

STANDARDS.

E-5

TRIPLEX CONTROL PANEL

ENCLOSURE SIZE: 30" X 20" X 10"

FUSEBLOCKS

MODULAR

POWER

NEMA 3R, 316 STAINLESS STEEL

NOTE :

1. THE ABOVE TABLE COMPILED PER CURRENT NATIONAL ELECTRIC CODE SECTION 430 TABLE 430.250

2. GROUNDING ELECTRODE SIZED PER NATIONAL ELECTRICAL CODE

3. *GENERATOR PLUGS ARE SIZED TO MATCH THE GENERATOR'S CORD, NOT THE ELECTRICAL SERVICE.

4. CONDUCTOR B IS A SERVICE FEEDER, SIZED FOR 3 PUMPS AT 125% 0F FLA PLUS A 20 AMP GENERAL LOAD.

5. DESIGNER TO VERIFY DATA IN THESE TABLES

6. SERVICE RACEWAY TO BE OVERSIZED AS SHOWN TO ACCOMMODATE FUTURE EXPANSION.

480 VOLT

HP

MOTOR AMP (I)

STARTER SIZE

CONDUCTOR

(A)

PUMP MCP

MAIN/EMER CB CONDUCTOR (B)

GENERATOR

PLUG*

SERVICE

RACEWAY (MIN)

50 65 4 4 175 300

350 KCM(263.8A)

200 3"

60 77 4 3 200 350

500 KCM(308.8A)

200 4"

75 96 4 1 250 400

500 KCM(380A)

200 4"

100 124 4

2/0

250 500 2 SETS OF 250

KCM (485A)

200 2 SETS OF 3"

ECB

MCP

3-60-480V,3W

NO

L3

L1

L2

1A

1A

1A

L1

L2

C

B

INTERLOCK

MECH.

L3

G2

G1

G3

2T3

2T1

2T2

PUMP 2

MCP

O/L 2M

1T1

O/L

1M

1T2

1T3

PUMP 2

PUMP 1

PUMP 1

3T1

PUMP 3

MCP

O/L

3T2

3T3

3M

PUMP 3

1L2

1L1

1L3

POWER METER

TO CONTROL

B

A

B

MCB

TRIPLEX CONTROL PANEL

LIGHTNING ARRESTER LIGHTNING ARRESTER

POWER PRESENT LIGHT POWER PRESENT LIGHT

EMERGENCY CONNECTION/TRANSFER SWITCH

NTS

NOTE:

MCB AND ECB ARE TO BE SUITABLE TO

USE AS SERVICE EQUIPMENT, TO BE

PERMANENTLY IDENTIFIED AS SERVICE

DISCONNECTS, TO BE CAPABLE OF

BEING OPERATED WITHOUT EXPOSING

OPERATOR TO CONTACT WITH LIVE PARTS.

GROUND FAULT PROTECTION,

30000 IC AT 480 V.

480V MAIN POWER CIRCUIT

TRANSFER SWITCH MUST BE RATED AS

SERVICE ENTRANCE EQUIPMENT

TRANSFORMER

N

G

NO 1/0 BC MIN

TO SERVICE

GROUND

NOTES:

TRANSFER SWITCH MUST BE RATED

AS SERVICE ENTRANCE EQUIPMENT

1.

2.

G

GROUND BUSS

AS SHOWN

LAST SAVED: 05/04/18 - 11:05AM

DATE:

REVISION DESCRIPTION:

P R O

J E C T

N

O

P R O

J E C T

N

A M

E

F A B R I C A T E

A N

D

R E F U

R B I S H

L I F T

S T A T I O

N

C O

N T R O

L

P A N

E L S

SEAL

X X X X

N O

T

F O

R

C

O N

S T R

U C

T I O

N

DESIGNATION:

DWG NO:

DRAWING NAME:

DESIGN:

DRAWN: CHECK:

SCALE:

FLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW AND

MODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH

CONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES AND

STANDARDS.

E-6

TRIPLEX ELECTRICAL SERVICE

AND TRANSFER SWITCH

MCP

INTERNAL DIVICE TERMINALS (IDTB)

FIELD DEVICE TERMINALS (FDTB)

OR PUMP CURRENT TRANSFORMER VIA PLC

INTERLOCK SIGNAL FROM LEVER ARM

20A

F6

2A

F2

2A

3.

2.

1.

NOTE:

GFI RECEPT.

62 N

N

3-60-480V,3W

SHUNT

ANALOG -

ANALOG 2+

RS-232 GND

RS-232 RXD

RS-232 TXD

CABLE SHIELD

ISO +24VDC

ANALOG 1+

INPUT COM 2

LAG 1 LEVEL

LAG 2 LEVEL

AUX INPUT

HIGH LEVEL

ISO GND

ALARM SILENCE

PNL ENTERED

MOTOR 3 RUN

EXTERNAL P.M.

INPUT COM 1

AIR COMP FAIL

LOW LEVEL

MOTOR 1 RUN

MOTOR 2 RUN

TELEMETRY CTS

TO/FROM

F1

66A

LIGHT

R

ALARM

R

7 2

R11

O X X

1A

F4

MOTOR 2 STARTER

STARTER POWER

MOTOR 1 STARTER

TELEMETRY RXD

TELEMETRY RTS

ALARM HORN OUT

ALARM LIGHT OUT

ALARM POWER

TELEMETRY TXD

AUX POWER

MOTOR 3 STARTER

AUX OUTLET

TELEMETRY

TAC II

TFS

PROTECTED OUTPUT

UNPROTECTED INPUT

HORN

ON

OFF SIL

1A

F3

BACKUP

12V

F5

A

1 2 3

3 PHASE A

SPARE (NC)

AC NEUTRAL

EARTH GROUND

BATTERY +

BATTERY -

AC POWER

TELEMETRY GRD

TELEMETRY PWR

N2

PHASE B

PHASE C

4 5

PUMP CONTROLLER

P1 P2

217 213

TROUBLE

MCP2

MCP1

2M

1M

232231

FLORESCENT

TROUBLE

LIGHT

R7

R5

R8

R6

218B

CRAC

PM

8 6

12 11

218A

N

N

OOX

OFF SIL

ON

S

R4

TRANSDUCER

TO BUBBLER

SYSTEM

BY OTHERS

TRANSDUCER

SYSTEM PRESS.

(IF USED)

SUPPLIED

TRANSFORMER PANEL

30A C/B

CONTROL

10A C/B

RTU

RESISTORS

DATAFLOW 100K

F18

30A

MONITOR

PHASE

F16

10A

NO

C/B

L3

L1

L2

1A

1A

1A

L1

L2

MAIN

C

B

INTERLOCK

MECH.

L3

G2

G1

G3

2T3

2T1

2T2

PUMP 2

MCP

O/L

2M

1T1

O/L

1M

1T2

1T3

LEVEL

3KVA

120VAC

480VAC

F17

10A

PUMP 2

PUMP 1

H A

F8

1A

R2

O

1 3

T2

SEE NOTE 1

R2

T2

R8

2M

O/L

2M

ET

R7

91A

G

1A

F7

A H

R1

O

R6

T1

SEE NOTE 1

1M 6

O/L

R1

T1

R5

90A

90B

1M

G

ET

FAIL TIMER

FAIL TIMER

PUMP 2

N

PUMP 2

N

PUMP 1

N

PM

N

PUMP 1

N

GENERATOR

N/G

C/B

PUMP 1

3T1

PUMP 3

MCP

O/L

3T2

3T3

3M

PUMP 3

MCP3

R9

3M

9 11

R10

PUMP 3

FAIL TIMER

PUMP 3

R10

ET

R9

G

6 6

92A

O/L

R3

3M

35 37

T3

H A

O

1 3

XOO

3M

F9

T3

OOX

OOX

SEE NOTE 1

1A 1 4

R3

N

N

1-3

2-3

1-2

FLOAT SEQ

BACK-UP

OOX

XOO

XXO

T4

OXX

R4

3 1

1L2

1L1

1L3

OOX

OOX

XOO

OOX

OOX

XOO

EXT. AUX

15A C/B

EXT. AUX

60 60A

1 3

FLR3

FAILURE

AIR COMP.

FAILURE

AIR COMP.

AIR LOSS

CRAC

64D

CRAC

PS3

64A

64C

64B

NORMAL

RECEPT.

AIR COMPRESSOR

EMERGENCY

RECEPT.

AIR COMPRESSOR

CR

AC

A/C RESET

R

N

N

N

N

CRAC

SNUBBER

T'STAT

24N

24N

24N

PUMP 2

T'STAT

MOISTURE

PUMP 2

R7

R8

R6

24N

24N

24N

24N

PUMP 1

MOISTURE

PUMP 1

FR2

FR3

HIGH

150 153

120VAC

75VA

24VAC

FR1

OFF

ON

F19

5A

TX1

R5

R2

FL

R3

2 7

FL

FL

R1

2 7

N

24N

24N

PUMP 3

T'STAT

MOISTURE

PUMP 3

R9

R10

FLR2FLR1

R8

R7

R6

R5

R

THERMO. FAIL

PUMP 2

SEAL. FAIL

R

PUMP 2

R

PUMP 1

THERMO. FAIL

R

R4

PUMP 1

SEAL. FAIL

R4

T4

TIMER

N

N

N

N

BACK-UP

N

FLOAT

DELAY ON

N

PUMP 2

R10

R9

R

THERMO. FAIL

PUMP 3

SEAL. FAIL

R

PUMP 3

N

N

CONTROL PANEL

SECTION 2 OF 3

SECTION 3 OF 3

SECTION 1 OF 3

TERMINALS TO 18-20 IN-LBS.

TORQUE ALL FIELD WIRING

COPPER, 75°C MINIMUM WIRE

FIELD WIRING TERMINALS USE

TRIPLEX CONTROLS CIRCUIT

G

N

N

G

GROUND BUSS

AS SHOWN

LAST SAVED: 05/04/18 - 11:05AM

DATE:

REVISION DESCRIPTION:

P R O

J E C T

N

O

P R O

J E C T

N

A M

E

F A B R I C A T E

A N

D

R E F U

R B I S H

L I F T

S T A T I O

N

C O

N T R O

L

P A N

E L S

SEAL

X X X X

N O

T

F O

R

C

O N

S T R

U C

T I O

N

DESIGNATION:

DWG NO:

DRAWING NAME:

DESIGN:

DRAWN: CHECK:

SCALE:

E-7

TRIPLEX CONTROLS CIRCUIT

FLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW AND

MODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH

CONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES AND

STANDARDS.

A/C#2

A/C#1

(A)

(D)

(A)

(B)

TO WETWELL

(A) (E)

BY OTHERS

(C)

(D)

LG-1

FS1

SNUBBER

FLOW SWITCH

30"

66"

36"

BUBBLER PIPING

CONTROL TRANSFORMER FOR 480V POWER

TRIPLEX CONNECTION PANEL

CONTROL PANEL CONNECTION PANEL

AS SHOWN

LAST SAVED: 05/04/18 - 11:05AM

DATE:

REVISION DESCRIPTION:

P R O

J E C T

N

O

P R O

J E C T

N

A M

E

F A B R I C A T E

A N

D

R E F U

R B I S H

L I F T

S T A T I O

N

C O

N T R O

L

P A N

E L S

SEAL

X X X X

N O

T

F O

R

C

O N

S T R

U C

T I O

N

DESIGNATION:

DWG NO:

DRAWING NAME:

DESIGN:

DRAWN: CHECK:

SCALE:

FLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW AND

MODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH

CONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES AND

STANDARDS.

E-8

TRIPLEX CONNECTION PANEL

& CONTROL TRANSFORMER

OUTPUT

TFS001-02

INPUT

T E R M

I N

A L S

T E R M

I N

A L S

AIR COMPRESSOR

RELAYS

RELAYS

T E R M

I N

A L S

AIR COMPRESSOR

RECEPT.

MONITOR

PHASE

DOOR SWITCH DOOR SWITCH

DFS RIO-032

T1 T2 T3 T4

R1 R2 R3 R4 R5 R6 R7

TIMERS

RELAYS

LIGHT

SWITCH

TROUBLE

HOA

ON

PUMP 1

LEVEL GAUGE

HORN

PURGE VALVE

PUMP 3

HOA HOA

PUMP 2

ON ON

BACK-UP

FLOAT SEQ.

F2F1

A/C

F8

ELAPSE TIME METERS

F5F4F3 F6 F7 F9

RAIL I/O - 32 INPUT/OUTPUT TERMINALS

RIO032

BATTERYPOWER SUPPLY

BATT 1PS BATT 2

FAULT

SOFTSTART

LEVEL

TRANS.

(FS1)

FLOW SWITCH

R9

R8

R10 R11

120/24VAC

TRANSFORMER

TX1

AIR INTAKE

FAN & VENT

AIR EXHAUST

FAN & VENT

S H

U T

O

F F

V A L V E

R E C E P T

G F I

H O

R N

H O

R N

WITH 12" X 72" X 16" BASE

ENCLOSURE SHALL BE NEMA 3R 316 STAINLESS STEEL 60" H X 72" W X 12" D

NOTE:

SURGE

SURGE

FIELD DEVICE TERMINAL BLOCK 1 (FDTB1)

N 68 5

LEVEL

FR2

LEVEL

FR1

OFF ON

403025 35 151150 150

IN PUMP 1

SEAL

PUMP

41G 70 7141

FIELD DEVICE TERMINAL BLOCK 2 (FDTB2)

PUMPPUMP

IN PUMP 2

SEAL

IN PUMP 3

SEAL

41 4174 4175 4178

FR3

HIGH

LEVEL

XDUCER

SYSTEM

PRESS.

15379 G 150 S 212

HATCH

GAUGE

RAIN

COVER

213216 218

FIELD DEVICE TERMINAL BLOCK 3 (FDTB3)

FAN & VENT

AIR EXHAUST

FAN & VENT

AIR INTAKE

211 260 261 260 262 260 263 260 267 260 268

PUMP 3PUMP 1 PUMP 2

TRIPLEX CONTROL PANEL LAYOUT

FOR LIFT STATION WITH STANDBY GENERATOR

FIELD DEVICE TERMINAL BLOCK 4 (FDTB4)

AUX

EXT.

60A

AS SHOWN

LAST SAVED: 05/04/18 - 11:05AM

DATE:

REVISION DESCRIPTION:

P R O

J E C T

N

O

P R O

J E C T

N

A M

E

F A B R I C A T E

A N

D

R E F U

R B I S H

L I F T

S T A T I O

N

C O

N T R O

L

P A N

E L S

SEAL

X X X X

N O

T

F O

R

C

O N

S T R

U C

T I O

N

DESIGNATION:

DWG NO:

DRAWING NAME:

DESIGN:

DRAWN: CHECK:

SCALE:

FLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW AND

MODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH

CONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES AND

STANDARDS.

E-9

TRIPLEX CONTROL PANEL FOR

LIFT STA. W/ STANDBY GEN.

MCP

INTERNAL DIVICE TERMINALS (IDTB)

FIELD DEVICE TERMINALS (FDTB)

MOISTURE

PUMP 1

PUMP 2

MOISTURE

OR PUMP CURRENT TRANSFORMER VIA PLC

INTERLOCK SIGNAL FROM LEVER ARM

20A

F6

20A

F2

2A

AIR LOSS

1 3

CRAC

64D

CRAC

FS3

64A

64A

3.

2.

1.

NOTE:

64B

NORMAL

RECEPT.

AIR COMPRESSOR

EMERGENCY

RECEPT.

AIR COMPRESSOR

CR

AC

GFI RECEPT.

A/C RESET

FAILURE

R

AIR COMP.

N

N

N

N

N

N

SHUNT

ANALOG -

ANALOG 2+

RS-232 GND

RS-232 RXD

RS-232 TXD

CABLE SHIELD

ISO +24VDC

ANALOG 1+

INPUT COM 2

LAG 1 LEVEL

LAG 2 LEVEL

AUX INPUT

HIGH LEVEL

ISO GND

ALARM SILENCE

PNL ENTERED

MOTOR 3 RUN

EXTERNAL P.M.

INPUT COM 1

AIR COMP FAIL

LOW LEVEL

MOTOR 1 RUN

MOTOR 2 RUN

TELEMETRY CTS

TO/FROM

F1

66A

LIGHT

R

ALARM

R

7 2

R11

O X X

1A

F4

MOTOR 2 STARTER

STARTER POWER

MOTOR 1 STARTER

TELEMETRY RXD

TELEMETRY RTS

ALARM HORN OUT

ALARM LIGHT OUT

ALARM POWER

TELEMETRY TXD

AUX POWER

MOTOR 3 STARTER

AUX OUTLET

TELEMETRY

TAC II

TFS

PROTECTED OUTPUT

UNPROTECTED INPUT

HORN

ON

OFF SIL

1A

F3

BACKUP

12V

F5

A

3 PHASE A

SPARE (NC)

AC NEUTRAL

EARTH GROUND

BATTERY +

BATTERY -

AC POWER

TELEMETRY GRD

TELEMETRY PWR

N2

PHASE B

PHASE C

4 5

PUMP CONTROLLER

P1 P2

217 213

TROUBLE

MCP2

MCP1

SC2

SC3

232231

FLORESCENT

TROUBLE

LIGHT

R7

R5

R8

R6

218B

CRAC

PM

8 6

12 11

218A

N

N

R8

R7

T'STAT

PUMP 2

OOX

OFF SIL

ON

S

R4

TRANSDUCER

TO BUBBLER

SYSTEM

BY OTHERS

TRANSDUCER

SYSTEM PRESS.

(IF USED)

SUPPLIED

R6

R5

T'STAT

PUMP 1

TRANSFORMER PANEL

30A C/B

CONTROL

10A C/B

RTU

RESISTORS

DATAFLOW 100K

F18

30A

MONITOR

PHASE

F16

10A

1L2

1L3

1L1

PUMP 2

MCP

LEVEL

3KVA

120VAC

480VAC

F17

10A

PUMP 1

R

R

PUMP 2

THERMO. FAIL

SEAL. FAIL

R

PUMP 2

R8 10

R7

R4

SEAL. FAIL

THERMO. FAIL

PUMP 1

R

R6

PUMP 1

R5

R4

T4

N

N

N

N

N

N

N

FLOAT

BACK-UP

TIMER

PUMP 2

DELAY ON

N

N

N

H A

F8

1A

R2

O

1 3

T2

SEE NOTE 1

R2

T2

R8

SC2

ET

R7

91A

G

1A

F7

AH

R1

O

R6

T1

SEE NOTE 1

R1

T1

R5

90A

90B

SC1

G

ET

FAIL TIMER

FAIL TIMER

PUMP 2

N

PUMP 2

N

PUMP 1

N

PM

N

PUMP 1

N

PUMP 1

PUMP 3

MCP

MCP3

R9

SC1

9 11

R10

PUMP 3

FAIL TIMER

PUMP 3

R10

ET

R9

G

6 6

92A

R3

SC3

35 37

T3

H A

O

1 3

XOO

32 92

F9

T3

OOX

OOX

SEE NOTE 1

1A R3

N

N

1-3

2-3

1-2

FLOAT SEQ

BACK-UP

OOX

XOO

XXO

T4

OXX

R4

3 1

R9

PUMP 3

R10

R

PUMP 3

THERMO. FAIL

R

SEAL. FAIL

MOISTURE

T'STAT

PUMP 3

R9

R10

N

N

N

N

PUMP 3

OOX

OOX

XOO

OOX

OOX

XOO

CR

CRF1

CRF2

CRF3

N

C/B

MAIN

L3

L2

L1

3-60-480V,3W

SS1

PUMP 2

SS2

SC3

3T3

PUMP 3

SS3

3T1

3T2

SC2

2T3

2T2

2T1

SC1

1T3

1T2

1T1

1 4

1 4

3 1

FLR3

M1

CR

M2

CR

M3

BATT-1

FLR2

FLR1

TO GENERATOR

BATT CHARGER

TRIPLEX SCHEMATIC FOR LIFT STATION WITH STANDBY GENERATOR

EXT. AUX

15A C/B

EXT. AUX

60 60A

N

G G

AS SHOWN

LAST SAVED: 05/04/18 - 11:05AM

DATE:

REVISION DESCRIPTION:

P R O

J E C T

N

O

P R O

J E C T

N

A M

E

F A B R I C A T E

A N

D

R E F U

R B I S H

L I F T

S T A T I O

N

C O

N T R O

L

P A N

E L S

SEAL

X X X X

N O

T

F O

R

C

O N

S T R

U C

T I O

N

DESIGNATION:

DWG NO:

DRAWING NAME:

DESIGN:

DRAWN: CHECK:

SCALE:

E-10

TRIPLEX SCHEMATIC FOR

LIFT STA. W/ STANDBY GEN.

FLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW AND

MODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH

DI2

DI1

DI3

DI4

DI5

DI6

DI7

DI8

DIGITAL GND

ANALOG GND

AI8

AI4

AI5

AI6

AI7

AI1

AI2

AI3

ANALOG GND

AO7

AO6

AO8

AO2

AO3

AO5

AO4

AO1

DO1

DIGITAL GND

DO5

DO4

DO3

DO2

DO8

DO7

DO6

+5V OUT

GND

B

GND IN

A

+V IN

RIO 32 I/O

CRM1

SS1

PUMP 1

SHORTING RELAY

CR

B1

TRST1

1 3

P1

CR

F1

CRB1

SC1

SHORTING

PUMP 1 SOFT START

PUMP 1

SHUNT TRIP CB

CONTACTOR 1

FAILURE RELAY

ST

TO PUMP 1 CB

R2

CL

R1

1 3

1 3

R3

SHUNT TRIP PUMP 1

TIMER

ST1

CRF1

TR

CRF2

CRM2

SS2

CRB2

1 3

TO PUMP 2 CB

SHUNT TRIP CB

PUMP 2

SHORTING RELAY

PUMP 2

TIMER

SHUNT TRIP PUMP 2

ST2

TR

TRST2

B2

CR

ST

P2

SHORTING

CONTACTOR 2

SC2

8 5

CRF3

1 3

CRM3

SS3

CRB3

SHUNT TRIP PUMP 3

TIMER

PUMP 3

SHORTING RELAY

TR

2 7

ST3

7 2

CR

B3

PUMP 3

CONTACTOR 3

SHORTING

SHUNT TRIP CB

TRST3

1 3

P3

ST

TO PUMP 3 CB

SC3

8 7

POWER SUPPLY

1 2

12VDC

BATTERY

12VDC

N

252 253

PUMP CTRLLER

B

A

CL

R2

CL

FR3

HIGH

150 153

75VA

24VAC

FR2

FR1

ON

150 152

F19

5A

OFF

150 151

TX1

FL

R3

24N

FL

R2

R1

24N

FL

24N

120VAC

N

BATT-2

FAN

COOLING FAN

INTAKE

THERMOSTAT

FAN

N

N

N

N

N

N

N

N

N

N

N

N

N

N

N

N

N

R

PUMP 1 SOFT START

FAILURE PILOT LIGHT

N

R3

R1

R

CR

2 7

F2

N

PUMP 2 SOFT START

FAILURE PILOT LIGHT

PUMP 2 SOFT START

N

FAILURE RELAY

R2

R3

R1

R

CR

2 7

F3

N

PUMP 3 SOFT START

FAILURE PILOT LIGHT

PUMP 3 SOFT START

N

FAILURE RELAY

FAN

N

EXHAUST

COOLING FAN

TRIPLEX SCHEMATIC FOR LIFT STATION WITH STANDBY GENERATOR

AS SHOWN

LAST SAVED: 05/04/18 - 11:05AM

DATE:

REVISION DESCRIPTION:

P R O

J E C T

N

O

P R O

J E C T

N

A M

E

F A B R I C A T E

A N

D

R E F U

R B I S H

L I F T

S T A T I O

N

C O

N T R O

L

P A N

E L S

SEAL

X X X X

N O

T

F O

R

C

O N

S T R

U C

T I O

N

DESIGNATION:

DWG NO:

DRAWING NAME:

DESIGN:

DRAWN: CHECK:

SCALE:

FLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW AND

MODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH

CONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES AND

STANDARDS.

E-11

TRIPLEX SCHEMATIC FOR

LIFT STA. W/ STANDBY GEN.

ENCLOSURE SIZE: 54" X 24" X 16"

NOTE:

INNER DOOR LAYOUT

BACK-PANEL LAYOUT

54"

24"

S2

CLOSE

S1

CLOSE

CONTACTOR

ATC-300

OUTPUTS

S2

OPEN

S1

OPEN

- NORMAL TRANSFORMER

- EMERGENCY TRANSFORMER

- NORMAL AUXILIARY RELAY

- EMERGENCY AUXILIARY RELAY

- NORMAL AUXILIARY SWITCH

- EMERGENCY AUXILIARY SWITCH

- NORMAL PHASE ROTATION RELAY

- EMERGENCY PHASE ROTATION RELAY

- CUSTOMER NORMAL CONNECTION

- CUSTOMER EMERGENCY CONNECTION

- CUSTOMER LOAD CONNECTION

- FEMALE CONNECTOR

- MALE CONNECTOR

- VOTING RELAY

- FUSE HOLDER

- TRANSFORMER

NT1

ET1

NRA

ERA

NSx

ESx

NPRR

EPRR

Nx

Ex

Tx

Px

Sx

KV

FSx

TXx

SOURCE AVAILABLE

TB CUSTOMER

CONTACTS

SHOWN DE-ENGERGIZED

CONNECTED TO

NORMAL

[260] [261] [262] [260]

TO CONTROL

PANEL

AUTOMATIC TRANSFER SWITCH

NEMA 3R, 316 STAINLESS STEEL

AS SHOWN

LAST SAVED: 05/04/18 - 11:05AM

DATE:

REVISION DESCRIPTION:

P R O

J E C T

N

O

P R O

J E C T

N

A M

E

F A B R I C A T E

A N

D

R E F U

R B I S H

L I F T

S T A T I O

N

C O

N T R O

L

P A N

E L S

SEAL

X X X X

N O

T

F O

R

C

O N

S T R

U C

T I O

N

DESIGNATION:

DWG NO:

DRAWING NAME:

DESIGN:

DRAWN: CHECK:

SCALE:

E-12

AUTOMATIC TRANSFER

SWITCH FOR STANDBY GEN.

FLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW AND

MODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH

DUPLEX CONNECTION PANEL DETAIL

NTS

} TO CONTROL PANEL}TO WET WELL

AND VALVE PIT

NON METALLIC

CORD GRIP

SIZED FOR PUMP

POWER CORD,

FLOAT SWITCHES AND

PRESSURE TRANSMITTER

TERMINAL BLOCK

2- 1 1/2" ALUMINUM CONDUIT FOR POWER

1 1/2" ALUMINUM CONDUIT FOR FLOAT

1" ALUMINUM CONDUIT FOR PRESSURE TRANSMITTER

BETWEEN CONNECTION PANEL AND CONTROL PANEL

SST BLOCKHEAD

UNION COMPRESSION

FITTING MOUNTED

TO BRACKET

TYGON AIR LINE

LOUVERED ENCLOSURE

UNDER CONNECTION PANEL

SPLIT SEALOFFS AND

CONDUIT SEAL

CROUSE - HINDS TYPE EYSR

OR APPROVED EQUAL (TYP)

USE HEAT SHRINK TYPE WIRE

MARKERS (TYP)

10" MIN

NTS

DUPLEX LIFT STATION

PLAN VIEW

M

I N

ADD 1 EXTRA 2" ALUMINUM CONDUIT FOR SPARE

2" ALUMINUM CONDUIT FOR

FLOAT WIRES

3/4" ALUMINUM CONDUIT FOR AIR BUBBLER PIPE

UGND ELECTRICAL FEED

FROM HAND HOLE

CONNECTION PANEL NEMA 3R-SST

LOCKABLE W/BACK PANEL

PROVIDE MIN 8" CLEARANCE

BETWEEN ANY PANELS

PROVIDE ALUMINUM POST AND SST PANEL

ANCHOR BOLTS

ELECTRIC METER (DIGITAL)

MOUNT TO BE VISIBLE FROM

OUTSIDE OF FENCE ON SEPARATE

POST AS REQUIRED.

2-1/2" SCHED 40 ALUMINUM ANTENNA POLE

W/316 SST MOUNTING CLAMPS

CONCRETE SLAB FOR PANELS TO BE 8" THICK SIZED

ACCORDING TO PANEL CONFIGURATION, PROVIDE 6" MIN OF

SLAB BEYOND POSTS ON BACK AND SIDE OF PANELS

2-1" SCHED 40 PVC CONDUIT

3/4" PVC CONDUIT FOR GROUND CONDUCTOR

PROVIDE 4' MIN CLEARANCE IN FRONT

OF ELECTRIC PANEL

3" ALUMINUM CONDUIT

FOR PUMP POWER CABLES

SEWER

1" ALUMINUM CONDUIT FOR BUBBLER

BETWEEN CONNECTION PANEL AND

CONTROL PANEL

SEE DUPLEX LIFT STATION

PLAN VIEW ON THIS SHEET

FOR CONDUIT SIZES

M

I N

ADD 1 EXTRA 2" ALUMINUM CONDUIT FOR SPARE

2" ALUMINUM CONDUIT FOR

FLOAT WIRES

3/4" ALUMINUM CONDUIT FOR AIR BUBBLER PIPE

UGND ELECTRICAL FEED

FROM HAND HOLE

CONNECTION PANEL NEMA 3R-SST

LOCKABLE W/BACK PANEL

PROVIDE MIN 8" CLEARANCE

BETWEEN ANY PANELS

PROVIDE ALUMINUM POST AND SST PANEL

ANCHOR BOLTS

ELECTRIC METER (DIGITAL)

MOUNT TO BE VISIBLE FROM

OUTSIDE OF FENCE ON SEPARATE

POST AS REQUIRED.

2-1/2" SCHED 40 ALUMINUM ANTENNA POLE

W/316 SST MOUNTING CLAMPS

CONCRETE SLAB FOR PANELS TO BE 8" THICK SIZED

ACCORDING TO PANEL CONFIGURATION, PROVIDE 6" MIN OF

SLAB BEYOND POSTS ON BACK AND SIDE OF PANELS

2-1" SCHED 40 PVC CONDUIT

3/4" PVC CONDUIT FOR GROUND CONDUCTOR

PROVIDE 4' MIN CLEARANCE IN FRONT

OF ELECTRIC PANEL

3" ALUMINUM CONDUIT

FOR PUMP POWER CABLES

SEWER

TRIPLEX CONNECTION PANEL DETAIL

NTS

}}TO WET WELL

AND VALVE PIT

NON METALLIC

CORD GRIP

SIZED FOR PUMP

POWER CORD,

FLOAT SWITCHES AND

PRESSURE TRANSMITTER

TERMINAL BLOCK

3- 1 1/2" ALUMINUM CONDUIT FOR POWER

1 1/2" ALUMINUM CONDUIT FOR FLOAT

1" ALUMINUM CONDUIT FOR PRESSURE TRANSMITTER

BETWEEN CONNECTION PANEL AND CONTROL PANEL

SST BLOCKHEAD

UNION COMPRESSION

FITTING MOUNTED

TO BRACKET

TYGON AIR LINE

LOUVERED ENCLOSURE

UNDER CONNECTION PANEL

SPLIT SEALOFFS AND

CONDUIT SEAL

CROUSE - HINDS TYPE EYSR

OR APPROVED EQUAL (TYP)

USE HEAT SHRINK TYPE WIRE

MARKERS (TYP)

10" MIN

1" ALUMINUM CONDUIT FOR BUBBLER

BETWEEN CONNECTION PANEL AND

CONTROL PANEL

SEE TRIPLEX LIFT STATION

PLAN VIEW ON THIS SHEET

FOR CONDUIT SIZES

NTS

TRIPLEX LIFT STATION

PLAN VIEW

TO CONTROL PANEL

4" THICK CONCRETE AROUND

CONDUITS

4" THICK CONCRETE AROUND

CONDUITS

NOTES:

1. AREAS INSIDE WETWELL AND VALVE BOX ARE CONSIDERED A CLASS 1,

DIVISION 2 AREA IN ACCORDANCE WITH THE NATIONAL ELECTRICAL

CODE

2. ALL OTHER AREAS ARE NOT CLASSIFIED

3. NO PENETRATIONS SHALL BE PERMITTED IN THE TOP OF ANY PANEL BOX

4. APPLY TWO COATS OF BITUMASTIC PAINT TO ALL ALUMINUM CONDUIT

AND SUPPORT IN CONTACT WITH CONCRETE FLOOR SLABS TO A POINT 4

INCHES ABOVE CONCRETE SURFACE.

5. PROVIDE DUCT SEAL IN ALL CONDUITS.

BITUMASTIC PAINT WHERE

CONDUIT CONTACTS WITH

CONCRETE (TYP)

BITUMASTIC PAINT WHERE

CONDUIT CONTACTS WITH

CONCRETE (TYP)

AS SHOWN

LAST SAVED: 05/04/18 - 11:05AM

DATE:

REVISION DESCRIPTION:

P R O

J E C T

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O

P R O

J E C T

N

A M

E

F A B R I C A T E

A N

D

R E F U

R B I S H

L I F T

S T A T I O

N

C O

N T R O

L

P A N

E L S

SEAL

X X X X

N O

T

F O

R

C

O N

S T R

U C

T I O

N

DESIGNATION:

DWG NO:

DRAWING NAME:

DESIGN:

DRAWN: CHECK:

SCALE:

FLORIDA LICENSED PROFESSIONAL ENGINEER TO REVIEW AND

MODIFY ELECTRICAL DESIGN AS REQUIRED TO ACCOMPLISH

CONSTRUCTION IN ACCORDANCE WITH APPLICABLE CODES AND

STANDARDS.

E-13

LIFT STATION ELECTRICAL

DETAILS

ANCHOR BOLTS TO BE

" x 8"

316 SST (TYP)

CONTROL PANEL

TRANSFER SW PANEL

CONNECTION PANEL

66"

2' MIN.

8" MIN (TYP)

6" MIN.

6" MIN.

ANTENNA MAST FOR RADIO MONITORING

18' ABOVE TOP OF SLAB MINIMUM

(TO BE WIRED TO GROUND ROD)

MICRO STROBE LIGHT BY TOMAR

ELECTRONICS PART No. 495-120 RED/POT, MALE PIPE THREAD MOUNT ( OR APPROVED EQUAL)

POWER PRESENT LIGHT - 120V LED

W/BLUE LENS LEDTRONICS

S100-1PB-120A (OR EQUAL)

MOUNT AS REQUIRED TO BE

VISIBLE FROM STREET

CROUSE HINDS-ANGLE ADAPTER-45 DEG

100 AMP-RUSSEL-STOHL JAAB 10-30

OR 200 AMP-AJI OR APPROVED EQUAL

FEMALE REVERSE-CROUSE HINDS

100 AMP AREA- 1042-S22-M72

OR 200 AMP AREA- 2042-S22-81

OR APPROVED EQUAL

USE SEALING LOCKNUTS ON

ALL PANEL PENETRATIONS.

MYERS HUBS OR APPROVED EQUAL

14 GAUGE 316 SST NEMA 3R ENCLOSURE

LIGHTNING ARRESTER GENERAL

ELECTRIC TRANQUELL ARRESTER

MODEL 9L15E CC001 520V AC 3 POLE,

OR APPROVED EQUAL

SCREENED LOUVERS

IN CONTROL PANEL AND

LOWER ENCLOSURE

LOWER PORTION OF POST

NOT SHOWN FOR CLARITY

2- 1/ 2" ALUMINUM PIPE-POLE

FOR ANTENNA TYPE 6061-T6

STANDARD (20' LENGTH)

3 KVA, 480:120 VOLT CONTROL

TRANSFORMER TO BE MOUNTED

IN VENTED SST NEMA 3R ENCLOSURE

IN POSITION ON RACK (IF REQUIRED)

# 6 (MIN) BARE COPPER WIRE

INSIDE 3/4" PVC CONDUIT AND

CLAMP FOR GROUND WIRE

4" x 4" ALUMINUM POST WITH CAP.

PAINT BELOW GRADE WITH BITUMASTIC

4" ABOVE FINISH GRADE (TYP)

5/8" DIA x 20' COPPER CLAD

STEEL GROUND ROD-10 OHMS

OR LESS TO GROUND. 2 REQUIRED,

6 FEET (MIN) SEPARATION

USE ADDITIONAL RODS TO

REDUCE RESISTANCE.

ALL GROUND RODS TO BE

CONNECTED USING # 6 (MIN)

BARE COPPER WIRE

3" ID PIPE CUP

1 1/2"

SST UNIT

STRUT

(TYP)

CONTROL PANEL

W/LOUVERED

ENCLOSURE BELOW

316 SST ALL THREAD

ROD SET IN EPOXY

TO MOUNT PANEL

NOTES:

1. AREAS INSIDE WETWELL AND VALVE BOX ARE CONSIDERED A CLASS 1,

DIVISION 2 AREA IN ACCORDANCE WITH THE NATIONAL ELECTRICAL

CODE

2. ALL OTHER AREAS ARE NOT CLASSIFIED

3. NO PENETRATIONS SHALL BE PERMITTED IN THE TOP OF ANY PANEL BOX

4. APPLY TWO COATS OF BITUMASTIC PAINT TO ALL ALUMINUM CONDUIT

AND SUPPORT IN CONTACT WITH CONCRETE FLOOR SLABS TO A POINT 4

INCHES ABOVE CONCRETE SURFACE.

5. PROVIDE DUCT SEAL IN ALL CONDUITS.

NO PENETRATIONS ARE

ALLOWED IN THE TOP OF

ANY PANEL BOX

TRANSFER SWITCH PANEL

MAY BE MOUNTED ON

EITHER END BUT GENERATOR

RECEPTACLE MUST BE ON OUTSIDE.

(STATE LEFT OR RIGHT SIDE

GEN. RECPT. WHEN ORDERING.)

CONCRETE SLAB DOWEL INTO TOP SLAB

OF WETWELL #5 @ 12"OC

TIPPING BUCKET STYLE RAIN GAUGE, 6"

DIAMETER,8"HEIGHT,TEXAS

ELECTRONICS, TR-525I, OR APPROVED

EQUAL. INSTALL BY MANUFACTURER

RECOMMENDATIONS

NTS

PANEL SIDE VIEW

NTS

PANEL REAR VIEW

8" MIN (TYP)

3/4" SCHED 80 PVC AIR BUBBLER PIPE WITH

TYPE 316 SST PIPE SUPPORTS AND

FASTENERS MAX. 3' BETWEEN SUPPORTS

NTS

ELEVATION

BELL-EDWARDS ADAPTABELL

HEAVY DUTY BELL 4" CAT

No 340-4N5 120V 60 Hz

OR APPROVED EQUAL

CONNECT TO GROUND GRID

#6 BARE GROUND WIRE