Atch2-Drawings-SXHT 11-1055.pdf

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SXHT 11-1055

REPAIR LIFT STATION PUMPS,

BLDG. 650, BLDG. 1497,

AND L.S. 943

PERMIT(S)/ENVIRONMENTAL ACTIONS

REQUIRED PRIOR TO CONSTRUCTION

ERP/STORMWATER

ERP/WETLANDS/DREDGE & FILL

FDEP/DRINKING WATER

FDEP/DOM. WASTE WATER ARCHEO./HISTORICAL

SURVEY/WILDLIFE

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ASBESTOS

NOTE: IF IT IS SUSPECTED THAT ANY HAZARDOUS MATERIAL NOT IDENTIFIED

ON THESE DRAWINGS IS REQUIRED TO BE DISTURBED IN ORDER TO

PERFORM THE CONTRACT WORK, LEAVE MATERIAL UNDISTURBED AND

IMMEDIATELY INFORM THE CONTRACTING OFFICER.

HEAVY METALS

YES NO

LEAD

PCB

NOT

VERIFIED

HAZARDOUS MATERIALS

PROJECT

LOCATION

SCALE:

ENLARGED - LIFT STATION #1497

NONE

SCALE:

ENLARGED - LIFT STATION #650

NONE

PROJECT

LOCATION

CE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, ENGINEERING FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

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D

A

R T

Z I N

E R

D

L

A V

E N

D E

R

G

B

E A

R D

SCALE:

ENLARGED - LIFT STATION #943

NONE

TIDES CLUB

STATE ROAD 404

S R

A

A

POOL

DRAWING INDEX

Sheet

Number

Sheet Title

G-001

VICINITY MAP, LOCATION MAP AND DRAWING INDEX

CIVIL

C-001

OVERALL MAPS - GENERAL NOTES, ABBREVIATIONS, & LEGEND

C-101 LIFT STATION 650 LAYOUT PLAN

C-102 LIFT STATION 1497 LAYOUT PLAN

C-103 LIFT STATION 943 DEMO AND SITE PLAN

C-501 LIFT STATION 943 DETAILS AND NOTES

C-502 SANITARY SEWER DETAILS

ELECTRICAL

E-001 ELECTRICAL LEGEND

E-002 ELECTRICAL NOTES AND ABBREVIATIONS

ED-101 LIFT STATION 1497 ELECTRICAL PLAN EXISTING AND DEMOLITION

E-101 LIFT STATION 1497 ELECTRICAL PLAN EXISTING AND NEW WORK

E-102 ELECTRICAL LIFT STATION DEMOLITION AND NEW WORK

E-501 MCC-1 VFD ELEVATION - BUILDING 1497

E-502 ENCLOSURE AND DEAFRONT LAYOUT DEMOLITION

E-503 LIFT STATION 943 TERMINAL CONNECTIOJN BOX DETAIL

E-601 SINGLE LINE DIAGRAM DEMOLITION AND NEW WORK

E-602 BLDG 1497 VFD MAIN POWER PART 1

E-603 BLDG 1497 VFD MAIN POWER PART 2

E-604 BLDG 1497 TYPICAL VFD LOW VOLTAGE CONTROL WIRING DIAGRAM

E-605 BLDG 1497 TYPICAL 120 VAC CONTROL CIRCUIT WIRING DIAGRAM

E-606 LIFT STATION 943 SEQUENCE OF OPERATIONS

E-607 LIFT STATION 943 CONTROL PANEL POWER

E-608 LIFT STATION 943 CONTROL PANEL 120V WIRING

E-609 LIFT STATION 943 CONTROL PANEL 120 WIRING

E-610 LIFT STATION 943 CONTROL PANEL SCADAPACK WIRING

E-611 LIFT STATION CONTROL PANEL COMMUNICATION AND FIEL WIRING

A

M r o m a l f x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x x

SS

x

F

M

F

M

F M

S S x

C x

C x

C x

C x

C x

C x

C x

S D x

S D x

SD

x

S D x

F H

D

E x

E x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

W x

W M

S

S

S

S

W

A

L

L

S

S x

S

S x

F

M

F

M

F

M

F

M

F

M

S

S x

C x

C x

C x

C x

S

S

E x

E x

EE

G x

G x

G x

G

W x

W x

W x

W x

W x

W x

W x

W x

WALL

PINEDA EXPRESSWAY W

EST BOUND

SS

x

SS

x

FM

FM

FM

FM

FM

F M

F M

F M

S

S x

S

S x

SS

x

F M

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

S D x

S D x

E x

E x

E x

E x

E x

E x

E x

E x

W x

W x

W x

W x

W x

W x

FH

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

SHEET

IDENTIFICATION

C O

N T

R A

F

A D

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

D

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

C-001

D A

R T

Z I N

E R

D L A

V E

N D

E R

O V

E R

A L L

M

A P

S

G

E N

E R

A L

N

O T

E S

A B

B R

E V

I A

T I O

N S

G E

N D

J K

E L L Y

S X

G B

E A

R D

R E

P A

F

T

S

T A

T I O

N

P

U M

P S

B

L D

G

B L D

G

A

S

S X

P A

F B

F

L

SCALE:

OVERALL MAP - LIFT STATION 943

1" = 50'

TRUE

NORTH

NORTH

PLAN

SCALE:

OVERALL MAP - LIFT STATION 650

1" = 50'

TRUE

NORTH

NORTH

PLAN

ABBREVIATIONS:

GENERAL NOTES:

1. SEE SHEET C-501 FOR TYPICAL LIFT STATION, NOTES AND DETAILS.

2. SEE SHEETS E-001 THRU E-611 FOR ELECTRICAL NOTES, PLANS AND DETAILS.

3. IF AT ALL POSSIBLE, ALL DEMOLITION WORK SHALL OCCUR AFTER THE NEW

SEWER LIFT STATION SYSTEM IS PLACED INTO OPERATION TO AVOID

UNNECESSARY SEWER OUTAGE.

4. NEW ELECTRICAL SUPPLY AND CONTROL PANEL SHALL BE INSTALLED AND

OPERATIONAL IN ORDER TO MINIMIZE POWER OUTAGE DURING TRANSFER.

5. COORDINATE ALL UTILITY OUTAGES THROUGH THE CONTRACTING OFFICER. THE

CONTRACTOR SHALL SUBMIT A PLAN AND BE RESPONSIBLE FOR TEMPORARY

PUMP STATION SEWAGE BYPASS AT EACH LIFT STATION TO SUPPORT THE

UTILITY TIE-IN CONNECTIONS AND TRANSFER SERVICE TO THE NEW LIFT

STATION. REQUESTING A UTILITY OUTAGE WITHOUT ALTERNATIVE MEANS TO

PROVIDE SEWAGE COLLECTION IS NOT ACCEPTABLE.

6. CONTRACTOR IS RESPONSIBLE TO REQUEST UTILITY LOCATES AND OBTAIN A

AF FORM 103 PRIOR TO CONSTRUCTION.

7. UNDERGROUND UTILITY LINES SHOWN WERE NOT LOCATED BY FIELD SURVEY,

BUT ARE PROVIDED BY GOV'T FOR INFORMATIONAL PURPOSES ONLY.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING CONCRETE FOR ASBESTOS

PER SPECIFICATION SECTION 01 57 19 PRIOR TO CUTTING OPERATIONS FOR

DISPOSAL OF STRUCTURES SHOWN TO BE REMOVED OR DEMOLISHED.

9. CONTRACTOR SHALL COMPLY WITH, BUT NOT LIMITED TO: AFI 32-7086,

HAZARDOUS MATERIALS MANAGEMENT, FEBRUARY 2015 AND THE 45TH SW

HAZMAT TRACKING PROCEDURES FOR CONSTRUCTION AND SERVICE

CONTRACTORS. THE CONTRACTOR SHALL CONTACT THE 45 CES/CEIE

HAZARDOUS MATERIALS PROGRAM MANAGER AT 321-494-9268 TO REVIEW

AUTHORIZATION PROCEDURES PRIOR TO HAZARDOUS MATERIALS BEING

BROUGHT ON TO 45 SW PROPERTY. NO HAZARDOUS MATERIALS ARE ALLOWED

TO BE BROUGHT ON TO ANY 45 SW INSTALLATION WITHOUT PRIOR APPROVAL.

10.DISPOSAL OF WASTE STREAM SHALL COMPLY WITH THE 45SW OPLAN 19-14

WASTE MANAGEMENT PLAN.

11.IF NIGHT WORK IS REQUIRED FROM 1 MAY TO 31 OCT BETWEEN 2100 TO 0600

HOURS, A LIGHT MANAGEMENT PLAN MUST BE REVIEWED AND APPROVED

THROUGH THE CONTRACTING OFFICER AND 45 CES ENVIRONMENTAL (45

CES/CEIE) AT LEAST 45 DAYS PRIOR TO NIGHT WORK COMMENCEMENT.

12.SOLID WASTE MUST BE MANAGED IN ACCORDANCE WITH THE INSTRUCTIONS

SET FORTH IN THE CONTRACT SPECIFICATIONS. THE CONTRACTOR IS ALSO

RESPONSIBLE FOR OFF-SITE DISPOSAL OF NON-HAZARDOUS WASTE AND

ALLOW FOR THE RECYCLING OF MATERIALS AND DEBRIS TO THE LARGEST

EXTENT POSSIBLE.

13.CONSTRUCTION DEWATERING IS NECESSARY FOR THE INSTALLATION OF THE

L.S. 943 WET WELL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING

APPROVAL OF A DEWATERING PLAN, THROUGH THE CONTRACTING OFFICER,

PRIOR TO ANY DEWATERING. NO CONSTRUCTION DEWATERING SHALL BE

ALLOWED INTO EXISTING STORMWATER RETENTION AREAS. REFERENCE

SPECIFICATIONS SECTION 01 57 19, PARAGRAPH "SURFACE AND

GROUNDWATER."

14.STORMWATER BMPs FOR EROSION AND SEDIMENTATION CONTROL SHALL BE

INSTALLED PRIOR TO START OF SITE CONSTRUCTION OR DEMOLITION.

SS UNDERGROUND SANITARY SEWER MAIN

INV.

LB

INVERT

LAND SURVEYING BUSINESS

PVC POLYVINYL CHLORIDE

CONC. CONCRETE

ECB ELECTRIC CONTROL BOX

WV WATER VALVE

E EASTING

EL. ELEVATION

N

NAVD

NORTHING

NORTH AMERICAN VERTICAL DATUM

TYP. TYPICAL

LS LIFT STATION

GA GUY ANCHOR

CPP CONCRETE POWER POLE

T.O.P. TOP OF PIPE ELEVATION

E

FMB

FMT

UNDERGROUND ELECTRIC

FORCEMAIN BEND

FORCEMAIN TEE

SVV SANITARY VALVE VAULT

E-OH OVERHEAD ELECTRIC

FM FORCEMAIN PIPE

FM

LS 943

S R

A

A

PHOTO LOOKING SOUTH

REPLACE ENTIRE LIFT STATION, WET

WELL, VALVE VAULT, PUMPS, RAILS,

FLOATS, ELECTRICAL CONTROL PANEL,

JUNCTION BOX, PIPE CONNECTIONS.

REPLACE GRAVITY SEWER PIPE FROM

GREASE TRAP TO LIFT STATION,

REPLACE FORCEMAIN FROM VALVE

VAULT TO MANHOLE

PHOTO LOOKING NORTH

INSIDE WET WELL

PHOTO LOOKING NORTH

INSIDE VALVE VAULT

PROPOSED SILT FENCE

SF

GREASE

TRAP

LEGEND:

EXISTING UNDERGROUND WATER MAIN

EXISTING UNDERGROUND GAS LINE

EXISTING UNDERGROUND COMMUNICATION

EXISTING SANITARY GRAVITY SEWER

G

SS

EXISTING UNDERGROUND ELECTRICE

C

X

X

PROPOSED GRAVITY SANITARY SEWERSS

W

X

EXISTING STORM DRAIN LINESD

X

EXISTING DOMESTIC WATER SERVICE LINE

EXISTING UNDERGROUND FIRE LINEF

EXISTING ABANDONED IN PLACE WATER LINE

AIP

X

X

EXISTING SANITARY FORCE MAINFM

PROPOSED GRAVITY SANITARY SEWERFM

SCALE:

OVERALL MAP - LIFT STATION 1497

1" = 50'

TRUE

NORTH

NORTH

PLAN

REPLACE PUMPS, VALVES, AND

FITTINGS, RE-CONNECT EXISTING

MOTORS TO NEW PUMPS

TANK

SS MH

TANK

WET

WELL

S.R. 404, PINEDA CSWY.

REPLACE PUMPS AND MOTORS,

VALVES, FITTINGS, ELECTRICAL

CONTROL PANEL, AND INSTALL NEW

VARIABLE SPEED DRIVE CONTROLLER

150'100'50'0'50'

GRAPHIC SCALE 1" = 50'

ITEM TO BE REMOVED OR DEMOLISHED

CTRL. CONTROL

MCC MOTOR CONTROL CENTER

MTS MANUAL TRANSFER SWITCH

GEN. GENERATOR

XFMR TRANSFORMER

MH MANHOLE

HTR. HEATER

ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS:

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 150023 & 150063

RAEIS CONTRACT NO: FA2521-13-D-0005-0100 & 0136

A

M r o m a

GraphDataGraphData GraphDataGraphDataGraphDataGraphDataGraphDataGraphData GraphData GraphDataGraphData GraphDataGraphData GraphDataGraphData GraphDataGraphData GraphDataGraphDataGraphDataGraphData GraphDataGraphDataGraphData

GraphData

GraphData

GraphData

GraphData

GraphDataGraphData

HOIST

EXISTING

CONTROL

PANEL

P

U M

P

S

U C

T I O

N

18"x 6"

TAPPING

SLEEVE

SUMP

PUMP

6" 'CAMLOCK'

QUICK-DISCONNECT

FITTING

6" TAPPING VALVE

GENERATOR ROOM

PUMP ROOM

HWH

G E

N E

R A

T O

R

HTR

SINK

FIRE

ALARM

PANEL

(FLR EL 7.0)

(FLR EL 7.0)

TRANSFER

SWITCH

F U

E L

T

A N

K

EXISTING 10" BYPASS

CONNECTION

SEWAGE HOLDING TANK

EXISTING

MCC

D3 D2 D1

EXIST. PUMP

CONTROL

PANEL

EXISTING VFD

CABINETS W/ PANEL

CONDITIONER

SONIC LEVEL

TRANSDUCER/

TRANSMITTER

RIGID ALUMINUM

CONDUIT

UNDERGROUND

(4) EXIST

LEVEL FLOATS

SUMP

PUMP

"A"

"A"

#1 #2 #3

CONC

BASE

CONC

BASE

11 (TYP)

SCALE:

LIFT STATION 650 - PLAN

1" = 4'

SCALE:

LIFT STATION 650 - TYPICAL PUMP SECTION "A"

N.T.S.

8' 12'0'4' 4'

GRAPHIC SCALE 1" = 4'

2'

PUMP REPLACEMENT SELECTION:

CHICAGO PUMP TYPE VPM, FRAME LS8-4A,

OR AURORA MODEL 613A 10x10x15; OR APPROVED EQUAL

RATED TO PROVIDE 3400 GPM @ 45 FT TDH

17.0" DIA IMPELLER, 900 RPM SYNCH. SPEED, 670 MIN. SPEED

RECONNECT EXISTING MOTORS

DESIGN CONDITIONS:

EXISTING PUMPS RATED FOR 3400 GPM AT 45 FT TDH, WITH 670-900 RPM

VARIABLE FREQUENCY DRIVE (VFD) EXISTING MOTOR, 50-HP, 3-PH, 480-V;

RECONNECT EXISTING MOTOR TO NEW REPLACEMENT PUMPS USING A

NEW MOTOR COUPLING SUPPLIED BY THE PUMP MANUFACTURER,

MAXIMUM OF 1" SHAFT TO SHAFT DIMENSION.

EXISTING MOTORS ARE EMERSON MOTOR COMPANY MODEL 9701436-100

T

R

U

E

N

O

R

T

H

NORTH

PLAN

FLAG NOTES:

1. NEW 18" OS&Y GV.

2. NEW 18" x 10" ECCENTRIC REDUCER.

3. NEW 10" FLEXIBLE SPACER.

4. NEW PUMP CHICAGO VPM LS8-4A / AURORA 613A 10x10x15 OR APPROVED EQUAL, RATED 870 RPM VERTICAL PEDESTAL MOUNT (VPM) TYPE.

5. NEW COUPLING PUMP/MOTOR.

6. REMOVE MOTOR FROM EXISTING PUMP; RE-INSTALL WITH ON NEW PUMP.

7. NEW 8" FL DIP SPACER.

8. NEW 8" x 16" CONCENTRIC REDUCER.

9. NEW 16" CHECK VALVE.

10. EXISTING 16" OS&Y GV, TO REMAIN TO ISOLATE LINE.

11. PAINT ALL INSTALLED & EXISTING VALVES, FITTINGS, PUMPS, PIPES WITH SAFETY

GREEN SW 4085 HI-SOLIDS POLYURETHANE, 2 COATS OF 4.5 TO 8.0 MILS WFT EACH

TO ACHIEVE 3.0 TO 5.0 MILS DFT EACH.

12. NOT USED

13. NOT USED

14. PUMP BASE PLATE AND ANCHOR BOLTS PER MANUFACTURER.

15. SCRAPE EXISTING GROUT FROM TOP OF CONCRETE SUPPORT, INSTALL NON-SHRINK

MACHINERY GROUT, 1" THICKNESS MIN. BELOW NEW PUMP BASE PLATE.

16.

" SS THREADED TUBING, PRESSURE GAUGE WITH ISOLATION VALVE.

17. 1" SS NPT TAP, DRAIN ASSEMBLY WITH ISOLATION VALVE, SEE DETAIL THIS SHEET.

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

SHEET

IDENTIFICATION

C O

N T

R A

F

A D

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

D

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

C-101

D A

R T

Z I N

E R

D L A

V E

N D

E R

L I F

T

S

T A

T I O

N

L A

Y O

A

N

J K

E L L Y

S X

G B

E A

R D

R E

P A

F

T

S

T A

T I O

N

P

U M

P S

B

L D

G

B L D

G

A

S

S X

P A

F B

F

L

V A

R I E

S

V A

R I E

S

1" NPT TAP

1" SCH 40 SS

90° ELBOW

W/SS PLUG

1" SCH 40 SS

NIPPLE (TYP)

1" THD SS BALL

VALVE

SCALE:

DRAIN ASSEMBLY DETAIL

N.T.S.

PUMP REPLACEMENT PHASING PLAN:

DUE TO THE EXISTING VFD CONTROLLER AND PUMP MOTOR CONTROLS

REMAINING, THE REPLACEMENT OF EXISTING PUMPS AT L.S. 650 SHALL BE

ACCOMPLISHED IN PHASES IN ORDER TO MAINTAIN UTILITY SERVICE

OPERATION DURING REPLACEMENT WORK. THE CONTRACTOR SHALL

MAINTAIN TWO PUMPS IN OPERATION AT ALL TIMES. ONLY ONE PUMP

SHALL BE TAKEN OUT OF SERVICE AT A TIME BY USING THE EXISTING

ISOLATION GATE VALVE. EACH NEWLY INSTALLED PUMP AND VALVES

SHALL BE COMPLETED, TESTED, MOTOR RECONNECTED AND PLACED

BACK INTO OPERATION BEFORE PROCEEDING TO TAKE THE NEXT PUMP

OUT OF SERVICE. CONTRACTOR IS TO COORDINATE WITH PAFB CE FOR

THE PUMP CHANGE OUT AND PHASING TO MAINTAIN SERVICE.

ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS:

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 150023 & 150063

RAEIS CONTRACT NO: FA2521-13-D-0005-0100 & 0136

A

M r o m a

GraphData

GraphData

GraphData

GraphData

GraphData

GraphData

GraphData

GraphData

GraphData

GraphData

GraphDataGraphData

GraphData

GraphData

GraphData

GraphData

GraphData

GraphData

GraphData

G E

N E

R A

T O

R

F U

N

K

HWH

SINK

HTR

GAS

DETECTOR

READOUT

DN

D N

REFRIGERATED

LIQUID SAMPLER

SUMP

PUMP

DUCT

DUCT

SENSOR/TRANSMITTER

GAS DETECTOR

FLOAT SWITCH

LADDER

SENSOR/TRANSMITTER

GAS DETECTOR

DUCT

EXIST HATCH

PUMP

HATCH

PUMP

HATCH

PUMP

HATCH

EXISTING 10" PUMP

BYPASS CONNECTION

VENT

FAN

VENT

BAR RACK

COMMINUTOR

PLAN AT GRADE AND BELOW

OPERATING DECK ABOVE GRADE

R O

E

R

G

E N

E R

A T

O

M

FAN

SUMP

PUMP

RECENTLY REPLACED (#1) CHECK

VALVE BY GOV'T, TO REMAIN

PUMP CTRL.

E L

E C

T R

I C

M

P O

N E

N T

S

"A"

(TYP)

DN

"A"

#1

#2

#3

ELEC.

PANEL

M C

C

X F

M R

M T

S

G E

N

C

T R

L

LP#1

GOV'T PROVIDED (#2) CHECK

VALVE, CONTRACTOR TO INSTALL

CONC.

BASE

CONC.

BASE

(TYP.)

SCALE:

LIFT STATION 1497 - PLAN

1" = 4' SCALE:

LIFT STATION 1497 - TYPICAL PUMP SECTION "A"

N.T.S.

8' 12'0'4' 4'

GRAPHIC SCALE 1" = 4'

2'

PUMP REPLACEMENT SELECTION:

CHICAGO PUMP TYPE DRY-PIT SUBMERSIBLE MODEL CP6154, OR AURORA

MODEL 613A 6x8x16; OR APPROVED EQUAL

RATED TO PROVIDE 2060 GPM @ 58 FT TDH

14.0" DIA IMPELLER, 1200 RPM SYNCH. SPEED, 860 RPM MIN. SPEED

MOTOR: 50 HP, 3-PH, 480-V, PREMIUM EFFICIENCY WITH HEATER

DESIGN CONDITIONS:

EXISTING PUMPS RATED FOR 2060 GPM AT 58 FT TDH, 50-HP, 3-PH, 480-V;

REPLACE PUMPS AND MOTORS, CONTROL PANEL AND INSTALL NEW VFD

CONTROLLER

FLAG NOTES:

1. NEW 14" OS&Y.

2. GV NEW 14" x 10" ECCENTRIC REDUCER.

3. NEW 10" FLEXIBLE SPACER.

4. NEW PUMP Ø VFD MOTOR CHICAGO CP6154 / AURORA 613A 6x8x16 OR

APPROVED EQUAL, RATED 1170 RPM DRY-PIT SUBMERSIBLE TYPE.

5. CONNECT NEW PUMP AND MOTOR TO NEW ELECTRICAL WIRING, SEE

ELECTRICAL PLANS (TYP).

6. NEW 6" FL DIP SPACER.

7. NEW 6" x 12" CONCENTRIC REDUCER.

8. NEW 12" SWING CHECK VALVE (CONTRACTOR PROVIDE AND INSTALL).

9. EXISTING OS&Y GATE VALVE, TO REMAIN TO ISOLATE LINE.

10. PAINT ALL INSTALLED AND EXISTING VALVES, FITTINGS, PUMPS, PIPES WITH

SAFETY GREEN SW 4085 HI-SOLIDS POLYURETHANE, 2 COATS OF 4.5 TO 8.0

MILS WFT EACH TO ACHIEVE 3.0 TO 5.0 MILS DFT EACH.

11. PAINT ALL FLOORS, WALLS, AND STAIRS OF PUMP ROOM WITH PAFB SANDDUNE

COLOR SHERWIN WILLIAMS INTERIOR ENAMEL, 2 COATS OF 3.0 MILS DFT EACH.

12. SEE ELECTRICAL PLANS FOR NEW PUMP CONTROL PANEL, VARIABLE

FREQUENCY DRIVE CONTROLLER, AND RELOCATION OF ELECTRICAL

EQUIPMENT.

13. NEW SONIC LEVEL TRANSDUCER/TRANSMITTER, WIRE SIGNAL TO NEW PUMP

MOTOR CONTROL PANEL.

14. PUMP BASE PLATE AND ANCHOR BOLTS PER MANUFACTURER.

15. SCRAPE EXISTING GROUT FROM TOP OF CONCRETE SUPPORT, INSTALL

NON-SHRINK MACHINERY GROUT, 1" THICKNESS MIN. BELOW NEW PUMP BASE

PLATE.

16.

" SS THREADED TUBING, PRESSURE GAUGE WITH ISOLATION VALVE.

17. 1" SS NPT TAP, DRAIN ASSEMBLY WITH ISOLATION VALVE, SEE DETAIL THIS

SHEET.

TRUE

NORTH

NORTH

PLAN

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

I

T

E

D E

L I V

E R

Y

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

SHEET

IDENTIFICATION

C O

N T

R A

F

A D

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

D

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

C-102

D

A R

T Z

I N

E R

D

L A

V E

N D

E R

L I F

T

S

T A

T I O

N

L A

Y O

A

N

J

K E

L L

Y

S X

G

B E

A R

D

R E

P A

F

T

S

T A

T I O

N

P

U M

P S

B

L D

G

B L D

G

A

S

S X

P A

F B

F

L

V A

R I E

S

V A

R I E

S

1" NPT TAP

1" SCH 40 SS

90° ELBOW

W/SS PLUG

1" SCH 40 SS

NIPPLE (TYP)

1" THD SS BALL

VALVE

SCALE:

DRAIN ASSEMBLY DETAIL

N.T.S.

TEMPORARY BY-PASS PUMP PLAN:

THE CONTRACTOR SHALL PHASE AS MUCH OF THE WORK AS POSSIBLE

TO ALLOW THE EXISTING STATION TO REMAIN IN SERVICE FOR AS LONG

AS POSSIBLE. TEMPORARY BY-PASS PUMPING WILL BE REQUIRED

THOUGH IN ORDER TO INSTALL NEW PUMPS AND EQUIPMENT. THE

TEMPORARY BY-PASS PUMP SHALL BE CAPABLE OF MAINTAINING THE

WATER LEVEL IN THE WET WELL BELOW THE INVERT ELEVATION OF THE

PUMP SUCTION LINES AND SHALL DISCHARGE THE WASTEWATER INTO

THE 10" EMERGENCY BY-PASS CONNECTION LOCATED AT THE TOP LEVEL

ABOVE PUMP HOUSE. THERE ARE THREE ISOLATION GATE VALVES INSIDE

THE PUMP ROOM TO SHUT OFF IN ORDER TO ACCOMPLISH THIS. THE

NOISE FROM THE BY-PASS PUMP SHALL BE MINIMIZED AND THE

CONTRACTOR SHALL PROVIDE A MEANS FOR CONTINUOUS BY-PASS

PUMP OPERATION MONITORING WITH NOTIFICATION OF FAILURE TO

APPROPRIATE CONTRACTOR PERSONNEL RESPONSIBLE FOR

EMERGENCY CONTACT AND MAINTENANCE OF BY-PASS PUMPING

OPERATIONS. CONTRACTOR IS TO COORDINATE WITH PAFB CE FOR THE

PUMP CHANGE OUT AND PHASING TO MAINTAIN SERVICE

PUMP OPERATION

SET POINT LEVELS:

HIGH ALARM LEVEL ON 10.0

(LAG 2 ON)

HIGH ALARM LEVEL OFF 6.0

(LAG 2 OFF)

LAG 1 ON LEVEL 4.5

LEAD ON LEVEL 4.0

PUMPS OFF LEVEL 3.0

*NOTE: SET POINT LEVELS ARE BASED ON

DISTANCE IN FEET ABOVE THE WET WELL

SUMP WHICH IS ASSUMED 0.0 DATUM.

ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS:

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 150023 & 150063

RAEIS CONTRACT NO: FA2521-13-D-0005-0100 & 0136

A

M r o m a

X

X X

X X

X

BLDG. 917

BLDG. 923

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

SS

x

SS

x

S S x

F

M

F

M

FM FM FM FM FM FM FM

C x

C x

C x

C x

C x

C x

C x

C x

SD

x

SD

x

FH

E x

E x

E x

E x

E x

E x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

STATE ROAD A1A

W x

W x

W x

W x

W x

W x

W x

BLDG. 967

S

X

X

X

X

XXX

C x

C x

C x

X X X

E x

E x

B L

O C

K

W

A L

L

ELECT. RM.

DUMPSTER

PADS

(NORTHBOUND)

GREASE

TRAP

SS MH

S

S

SS

SS

F M

F M

F

M

P

45 LF 8" PVC

C

W A

T E

R

S

E R

V I C

E

X X

X X

X X

X

BLDG. 917

BLDG. 923

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

SS

x

SS

x

SS

x

SS

x

S S x

F

M

F

M

FM FM FM FM FM FM FM

C x

C x

C x

C x

C x

C x

C x

C x

SD

x

SD

x

FH

E x

E x

E x

E x

E x

E x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

G x

STATE ROAD A1A

W x

W x

W x

W x

W x

W x

W x

BLDG. 967

S

X

X

X

X

XXX

F M

F M

F M

C x

C x

C x

S

S x

X X X

E x

E x

B L

O C

K

W

A L

L

ELECT. RM.

DUMPSTER

PADS

(NORTHBOUND)

8" CI

GREASE

TRAP

C

I

F

M

LS 943

6' DIA. WET WELL

TOP 6.98

8" SS INV. 2.31

6" FM INV. 3.73

SUMP 1.98

SS MH

W A

T E

R

S

E R

V I C

E

FLAG NOTES:

1. 6' DIA. FIBERGLASS WET WELL WITH ALUMINUM HATCH OPENING, AND CONCRETE

BALLAST AND TOP SLAB. INSTALL WET WELL IN ACCORDANCE WITH THE

MANUFACTURER'S RECOMMENDATIONS.

2. CONSTRUCT 4" SCHD. 80 PVC DISCHARGE PIPING, EMERGENCY BYPASS PUMPOUT,

AND VALVES BELOW GRADE INSIDE CONCRETE VALVE VAULT. PAINT THE INSTALLED

VALVES, FITTINGS, PIPES WITH SAFETY GREEN SW 4085 HI-SOLIDS POLYURETHANE, 2

COATS OF 4.5 TO 8.0 MILS WFT EACH TO ACHIEVE 3.0 TO 5.0 MILS DFT EACH.

3. REPLACE EXISTING PUMPS WITH (2) NEW SUBMERSIBLE PUMPS, REPLACE ENTIRE

RAIL SYSTEM WITH NEW S.S. RAILS TO FIT NEW PUMPS, SEE PUMP SELECTION

ABOVE, AND DETAILS ON SHEET C-501.

4. PROVIDE NEW DUPLEX ELECTRIC CONTROL PANEL FOR LIFT STATION, SEE ELECTRIC

PLANS.

5. OPEN CUT REMOVE AND REPLACE ASPHALT PAVEMENT FOR INSTALLATION OF NEW

4" C-900 PVC DISCHARGE FM.

6. OPEN CUT REMOVE AND REPLACE ASPHALT PAVEMENT FOR INSTALLATION OF NEW

4" C-900 PVC DISCHARGE FM. REPLACE ENTIRE 70 LF FM WITH 4" C-900 PVC AND

CONNECT TO EXISTING SSMH AT EXISTING INVERT.

7. CONSTRUCT 6" THICK 3,000 PSI CONCRETE PAD AROUND WET WELL AND VALVE

VAULT, SEE DETAIL ON SHEET C-502.

8. 4" x 45° BEND

9. OPEN CUT REMOVE AND REPLACE 4" CONCRETE WALK FOR INSTALLATION OF

ENTIRE RUN OF 70LF 8" PVC GRAVITY SS PIPE TO MATCH EXISTING INVERTS FROM

GREASE TRAP OUTLET TO LIFT STATION WET WELL.

10. 8" PVC WYE WITH CLEAN OUT.

11. CORE DRILL HOLE IN WET WELL FOR RECONNECTION OF EXISTING 2" CONDENSATE

DRAIN LINE FROM CHILLER.

12. OPEN CUT REMOVE AND REPLACE 6" CONCRETE DUMPSTER PAD FOR INSTALLATION

OF 25LF 8" PVC GRAVITY SS PIPE. SAWCUT JOINT LINES TO MATCH EXISTING JOINT

PATTERN.

13. 3LF 8" PVC STUBOUT WITH PVC CAP FOR FUTURE CONNECTION, S. INV. 2.30'.

14. 8"x6" WYE, RECONNECT SERVICE LATERAL, VERIFY SIZE.

15. EXISTING WATER HOSE BIBB ON WALL, TO REMAIN DO NOT DISTURB.

U S

T

H

C

I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

I L

T

D

A T

E

D E

L I V

E R

Y

N

O

D R

A W

N

B

Y

D E

S I G

N E

D

B

Y

S U

B M

I T

T E

D

B

Y

R E

V I E

W E

D

B

Y

D A

T E

SHEET

IDENTIFICATION

C O

N T

R A

F

A D

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

I N

E E

R

I N

S P

E C

T I O

N

S

E R

V I C

E S

F A

D

O n e i d a

T o t a l

I n t e g r a t e d

E n t e r p r i s e s

A

B

2 3

C

1 2 3

4 5

4 5

C

D

A

B

D

C-103

D

A R

T Z

I N

E R

D

L A

V E

N D

E R

L I F

T

S

T A

T I O

N

M

O

A

T

E

P

L A

N

J K

E L L Y

S X

G

B E

A R

D

R E

P A

F

T

S

T A

T I O

N

P

U M

P S

B

L D

G

B L

D G

A

S

S X

P A

F B

F

L

SCALE:

LIFT STATION 943 - SITE PLAN

1" = 10'

T R

U E

N O

R T

H

NORTH

PLAN

DEMOLITION FLAG NOTES:

20. PRIOR TO COMMENCING DEMOLITION THAT WOULD INTERRUPT SERVICE, CONTRACTOR IS RESPONSIBLE FOR TEMPORARY PUMP BYPASS TO DIVERT EXISTING FLOW FROM THIS LIFT STATION BY REROUTING THE FLOW FROM THE

GREASE TRAP, FROM BLDG 917, AND FROM THE CHILLER CONDENSATE LINE TO THE DOWNSTREAM SANITARY SEWER

MANHOLE NEAR A1A DURING CONSTRUCTION.

21. REMOVE EXISTING PUMPS, RAIL SYSTEM, DISCHARGE PIPING, HARDWARE, FLOATS, AND ELECTRIC WIRING, ETC. FROM

INSIDE WET WELL.

22. DISCONNECT POWER TO EXISTING LIFT STATION CONTROL PANEL FED FROM BLDG. 917/923. REMOVE AND TURN OVER

THE EXISTING CONTROL PANEL TO GOV'T.

23. REMOVE EXISTING CONCRETE SLAB AROUND WET WELL AND VALVE VAULT, INCLUDING THE WET WELL TOP SLAB AND

HATCHES.

24. REMOVE THE CONCRETE VALVE VAULT AND 6' DIA. CONCRETE WET WELL BELOW GRADE.

25. SAWCUT ASPHALT AND REMOVE EXISTING 60LF 6" FM FROM BEND WEST TO CONNECTION AT SSMH.

26. SAWCUT CONCRETE AND REMOVE EXISTING 70LF 8" SS GRAVITY FROM WET WELL TO GREASE TRAP.

LIFT STATION LEVEL ELEVATIONS:

TOP OF STATION = 7.00'

INFLUENT 8" SS NE INV. = 2.30'

FUTURE 8" SS S INV. = 2.30'

DISCHARGE 6" FM INV. = 3.75'

HIGH WATER ALARM = 2.50'

LAG PUMP ON = 2.00'

LEAD PUMP ON = 1.50'

PUMPS OFF = 0.50'

SUMP INVERT = -0.50'

PUMP SELECTION:

(2) SUBMERSIBLE HYDROMATIC S4NVX, ABS, OR APPROVED EQUAL,

7.3" DIA IMPELLER, 1150 RPM, 3.0-HP, 3-PH, 208/230-V, 60-Hz, PREMIUM EFFICIENCY MOTOR

DESIGN CONDITIONS:

PROPOSED FORCE MAIN 70 LF, 4" FM FROM 943 TO SS MH

PRIMARY

OPERATING CONDITION SYSTEM CURVE:

40 GPM @ 10.2' HEAD

80 GPM @ 10.8' HEAD

DESIGN POINT 155 GPM @ 12.7' HEAD

190 GPM @ 14.0' HEAD

SCALE:

LIFT STATION 943 - DEMO PLAN

1" = 10'

T R

U E

N O

R T

H

NORTH

PLAN

C-502

F

I

C-502

E

C-502

B

C-501

ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS:

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 150023 & 150063

RAEIS CONTRACT NO: FA2521-13-D-0005-0100 & 0136

30'10' 20'0'

10'

GRAPHIC SCALE 1" = 10'

A

M r o m a

SUBMERSIBLE SEWAGE

PUMPS TO BE LOCATED

ALONG C.L. OF WET WELL

UNLESS OTHERWISE NOTED.

8" GRAVITY SS INFLUENT LINE

FROM GREASE TRAP

316 S.S. CABLE HOLDER (

" ROD HOOKS, ETC.,

SEE SPECIFICATIONS) LOCATED ON OPPOSITE

SIDE AS DISCHARGE PIPES

SINGLE OR DOUBLE DOOR ALUMINUM

CHECKER PLATE LOCKABLE HATCH

COVER

4" VENT w/6" DIA.

(SEE NOTE 9)

FIBERGLASS WET WELL TOP WITH HATCH

OPENING CENTERED IN WETWELL UNLESS

OTHERWISE NOTED. FIBERGLASS TOP TO BE

DESIGNED FOR H-20 TRAFFIC LOADING.

18"

SCALE:

LIFT STATION #943 - DUPLEX PLAN

NONE

A

C-103

6" (MIN) CLEARANCE BETWEEN

PUMP BODY AND HATCH

OPENING (AROUND ALL

EDGES OF PUMP)

5"

PERIMETER CONCRETE PAD

316 S.S. GUIDE RAILS

FOR PUMP REMOVAL

SUBMERSIBLE SEWAGE PUMPS, EXPLOSION PROOF

WITH PREMIUM EFFICIENCY MOTORS

GROUT FROM BASE PLATE TO A HEIGHT

OF 1' ABOVE BOTTOM ALL AROUND WITH

CLASS "C" CONCRETE

BASE ELL TO BE FABRICATED BY PUMP

MANUFACTURER. BASE ELBOW TO BE SIZED FOR

EFFLUENT PIPE CONNECTION.

FIBERGLASS REINFORCED POLYMER WET WELL MEETING A.S.T.M.

D3753, AND SHALL BE ONE CONTINUOUS BASIN WITHOUT ANY

JOINTS; SUBMIT CERTIFICATION WITH SHOP DRAWING SUBMITTAL.

THE EXCAVATED HOLE SHALL BE DRY (DE-WATERED) DURING THE

WET WELL INSTALLATION AND CONTRACTOR SHALL FOLLOW

MANUFACTURER RECOMMENDATIONS.

316 S.S. PIPE BRACE

316 STAINLESS STEEL LIFTING

CHAINS WITH 3'-0" MIN. EXCESS

FL SCH 80 PVC

PIPE

PUMP BASE PLATE

EL. "A"

CONDUITS TO CONTROL PANEL

(PUMPS/TRANSMITTER/FLOATS)

SEE PUMP STATION ELECTRIC PLANS

FIBERGLASS PACKAGED

WET WELL

SECTION "A-A"

UNDISTURBED SOIL MIN.

BEARING CAPACITY: 2000

LB/SQ FT

6" #57 STONE OR

PEA GRAVEL

CONTROL ELEVATION INV

ELEV. "B"

8" GRAVITY INFLUENT PIPE

INSTALL SDR26 PVC FROM

UPSTREAM GREASE TRAP

FLOAT SWITCHES, PROVIDE (4),

HIGH LEVEL, LAG PUMP ON,

LEAD PUMP ON, AND PUMP OFF

LIFTING

BAIL

12"6"

SCALE:

LIFT STATION #943 WET WELL

NONE

B

C-103

1'

EXPANSION JOINT AROUND

PERIMETER

CONCRETE TOP SLAB

AND RING

4" VENT

WITH S.S. SCREEN

30°

BOTT. OF CASTING = EL. "H"

C

C-502

HIGH LEVEL ALARM ELEV. "C"

LAG PUMP ON ELEV. "D"

BOTH PUMPS OFF ELEV. "F"

LEAD PUMP ON ELEV. "E"

WET WELL INVERT = EL. "G"

6' DIA.

(3) 90° FL BEND, (2) NOT SHOWN

FL PLUG VALVE W/2-INCH

90° FL BEND

FL CHECK VALVE (LEVER & WEIGHT)

SEAT END ON CHECK

VALVE SIDE

A

FLANGED SPOOL PIECE OR FLANGED

FILLER AS NEEDED. SEE PUMP

SEPARATION NOTES.

SEAT END OF PLUG VALVE

90° BEND (FLANGED)

PLUG VALVE (FLANGED)

PUMPOUT MALE CAMLOCK (PO)

w/CAP (ALUM)

BLIND FLANGE w/NIPPLE (S.S.)

REDUCER (FLANGED) IF REQUIRED

4" FL CROSS TEE

VERTICAL PLUG VALVE (FLANGED)

FLANGED CHECK VALVE

(LEVER & WEIGHT)

TO 4"x90° MJ BEND AND

4" C900 PVC EFFLUENT PIPE

(BELOW GROUND)

4" FL CROSS (NOT SHOWN)

C

O V

I N

1.5'

PLUG

VALVE

(MJ)

4" EFFLUENT FM PIPE

EL. "A"

4" VENT

OPERATOR NUT AND GEAR ACTUATOR

SEAT END OF PLUG VALVE

GENERAL NOTES:

SANITARY SEWERAGE NOTES:

1. ALL EXPOSED FERROUS METAL SHALL BE PRIMED WITH TWO COATS OF EXTERIOR ENAMEL PAINT, SAFETY GREEN.

2. FIBERGLASS WET WELL SHALL BE FRP BASIN MEETING ASTM D3753 SUITABLE FOR THE APPLICATION AND DIMENSIONS

SHOWN ON THE DRAWINGS. THE WET WELL SHALL BE INSTALLED PER THE FRP MANUFACTURER'S RECOMMENDATIONS.

3. VALVES, ELBOWS, AND SPOOL PIECES SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES WITH MIN.

CLEARANCES AS SHOWN FOR 6" DIA. PIPE AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES.

5. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL SHALL BE MADE WATER-TIGHT WITH WALL SLEEVES

AND LINK-SEAL.

6. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN THE WET WELL.

7. WET WELL COVERS SHALL BE ALUMINUM WITH 316 S. STL. HARDWARE AND LOCK BRACKET. SIZE AS REQUIRED BY PUMP

MANUFACTURER.

8. ALL HARDWARE IN WET WELL AND ABOVEGROUND SHALL BE 316 STAINLESS STEEL; ALL NUTS/BOLTS/ WASHERS SHALL BE

CONNECTED USING LOCK WASHERS.

9. FLEXIBLE COUPLINGS SHALL BE SLEEVE TYPE.

10. SEE ELECTRICAL PLANS, SHEETS E-001 THRU E-611, FOR CONTROL PANEL CONNECTIONS; SEE SHEET C-502 FOR CONTROL PANEL

SUPPORT DETAIL.

11. CONTRACTOR SHALL PROVIDE AND INSTALL ALL NECESSARY PIPING, VALVES, WET WELL, MANHOLES, ACCESSORIES, AND

CONTROLS, FOR A COMPLETE AND OPERABLE SANITARY SEWAGE LIFT STATION.

12. FIBERGLASS WET WELL STRUCTURE IS THE PREFERRED MATERIAL. IF A SUITABLE FIBERGLASS STRUCTURE IS NOT USED, A CONCRETE WET WELL SHALL HAVE THE ENTIRE INSIDE SURFACE OF WET WELL & TOP SLAB LINED WITH AGRU SURE GRIP

HDPE LINER, OR EQUAL APPROVED LINER. LINER INSTALLER MUST BE CERTIFIED BY LINER MANUFACTURER. SUBMIT

CERTIFICATION WITH SHOP DRAWING SUBMITTAL.

13. CONTRACTOR SHALL COORDINATE THE FINAL PUMP SELECTION WITH PAFB WATER SHOP PRIOR TO ORDERING TO CHECK FOR COMMON

PUMPS STOCKED AND AVAILABILITY OF MATCHING REPLACEMENT PUMPS AND PARTS.

14. THE CONTRACTOR SHALL SUBMIT A PLAN AND BE RESPONSIBLE FOR TEMPORARY PUMP STATION SEWAGE BYPASS AT EACH

LIFT STATION TO SUPPORT THE UTILITY TIE-IN CONNECTIONS AND TRANSFER SERVICE TO THE NEW LIFT STATION. REQUESTING

A UTILITY OUTAGE WITHOUT ALTERNATIVE MEANS TO PROVIDE SEWAGE COLLECTION IS NOT ACCEPTABLE.

1. WHERE POTABLE WATER AND SANITARY SEWER MAIN CANNOT AVOID CROSSING WITH LESS THAN TWELVE (12) INCHES OF

VERTICAL CLEARANCE OR WHERE THE SEWER MAIN IS ABOVE THE WATER MAIN, THE SEWER MAIN SHALL BE ENCASED WITH

CONCRETE OR UPGRADED TO PRESSURE RATED PVC PIPE (MEETING THE AWWA C-900 OR C-905 SPECIFICATION) FOR A

MINIMUM LENGTH OF TWENTY (20) FEET, CENTERED ON THE POINT OF CROSSING. A MINIMUM HORIZONTAL SEPARATION OF

SIX (6) FEET (EDGE TO EDGE) BETWEEN POTABLE WATER MAINS AND SEWER MAINS SHALL BE MAINTAINED WHEN AT ALL

POSSIBLE. WHEN THE 6-FOOT HORIZONTAL SEPARATION CANNOT BE MAINTAINED, THE SEWER MAIN SHALL BE INSTALLED

WITH AT LEAST 3-FEET OF SEPARATION AND ON AN UNDISTURBED EARTH SHELF AT LEAST 6" BELOW A POTABLE WATER

MAIN. THE SEPARATION REQUIREMENTS ARE PROVIDED ON DETAIL N SHEET C-503; THE CONTRACTOR SHALL NOTIFY THE

ENGINEER THROUGH THE CONTRACTING OFFICER OF ANY LOCATIONS WHERE THE REQUIRED SEPARATION CANNOT BE MET TO

DETERMINE APPROPRIATE ACTION.

2. TESTING AND INSPECTION:

A. GRAVITY SEWERS SHALL BE TESTED TO ENSURE THAT INFILTRATION DOES NOT EXCEED 50 GPD/INCH DIA/MILE.

B. PROVIDE DEFLECTION TEST, SEE NOTE 10.

C. FORCE MAIN SHALL BE PRESSURE TESTED AT 100 PSI MINIMUM FOR A MINIMUM OF 1 HOUR. A LEAKAGE TEST

SHALL BE PERFORMED CONCURRENTLY. LEAKAGE SHALL NOT EXCEED 0.25 GAL/HR/1000 LF OF 3-INCH OR 0.50

GAL/HR/1000 LF OF 6-INCH FORCE MAIN.

D. VACUUM TEST NEW SEWER MANHOLES IN ACCORDANCE WITH ASTM C 1244.

3. ALL SANITARY SEWER COLLECTION SYSTEM CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST REVISION OF THE

UFC 3-240-01 "WASTEWATER COLLECTION."

4. ALL GRAVITY SANITARY SEWER LINES SHALL BE PVC (ASTM D3034, SDR35) WITH ELECTRO-METRIC GASKETS MEETING ASTM

F477 UNLESS OTHERWISE NOTED. PVC FORCEMAINS SHALL MEET ASTM D 2241 SDR-21 (PC200), OR AWWA C900 DR-18

(PC235). HDPE FORCEMAINS SHALL BE AWWA C906 DR11 (PC160) W/DIP O.D. HDPE PIPE SHALL BE HEAT FUSED BY

PERSONNEL AND EQUIPMENT APPROVED BY THE PIPE REPRESENTATIVE AND BE PROVIDED WITH MJ ADAPTERS (RATED 160

PSI) FOR ELECTRO FUSION APPLICATION. ALL GRAVITY SEWER AND FORCEMAIN PIPE SHALL BE COLOR-CODED GREEN FOR

IDENTIFICATION.

5. PROVIDE ENGINEER WITH AS-BUILT SEWAGE COLLECTION SYSTEM INFORMATION FROM A FLORIDA REGISTERED PROFESSIONAL

LAND SURVEYOR, AT NO ADDITIONAL COST TO THE OWNER, AS FOLLOWS:

HORIZONTAL LOCATION OF FORCE MAIN AND ANY SIGNIFICANT CHANGE IN ELEVATION (COVER)

DISTANCE BETWEEN MANHOLES

MANHOLE & SERVICE LATERAL LOCATIONS FROM DOWNSTREAM MANHOLE INVERT, MANHOLE RIM AND SERVICE WYE

ELEVATIONS

CLEARANCE BETWEEN GRAVITY OR PRESSURE SEWERS AND WATERMAINS COMPUTED SEWER SLOPES

THE SEWER AS-BUILT INFORMATION IS DUE PRIOR TO PAVING AND SODDING. CONTRACTOR SHALL PROVIDE SURVEYOR

24-HOUR NOTICE IN ORDER TO OBTAIN ESSENTIAL LOCATIONS AND ELEVATIONS.

6. VENTILATE PIPE DURING CONSTRUCTION AS REQUIRED TO ELIMINATE REFRACTION ERRORS IN SETTING ELEVATIONS.

7. PROVIDE FERNCO COUPLINGS, OR APPROVED EQUAL, AT ALL CONNECTIONS OF PVC TO D.I. SEWER PIPE.

8. COMPACTION OF BACKFILL WILL BE TESTED TO 98% OF AASHTO T-180 UNDER ROADWAYS, 95% OF AASHTO T-180 UNDER

OPEN AREAS.

9. WET WELL VENT SHALL BE BY REX-BAC-T POLYOK POLY-AIR PCF-PLVF 4" ACTIVATED CARBON STACK FILTER FOR ODOR

CONTROL, OR APPROVED EQUAL.

10. DEFLECTION TESTS: TESTING IS REQUIRED AFTER THE FINAL BACKFILL HAS BEEN IN PLACE FOR AT LEAST 30 DAYS TO

PERMIT STABILIZATION OF THE SOIL-PIPE SYSTEM. TEST PIPE USING A RIGID BALL OR MANDREL FOR THE DEFLECTION

TEST WITH A DIAMETER OF NOT LESS THAN 95.0% OF THE BASE INSIDE DIAMETER OF THE PIPE SPECIFIED IN THE

APPENDIX TO ASTM D3034. THE TEST DEVICE SHALL BE PULLED THROUGH BY HAND.

11. PLUG UNUSED SANITARY SEWER SERVICES AND MAINS.

12. CONTRACTOR SHALL NOTIFY CONTRACTING OFFICER PRIOR TO REMOVAL OF SANITARY SEWER PIPE OR ELECTRICAL SYSTEM

COMPONENTS IN ORDER FOR NOTICES OF SERVICE OUTAGE TO BE DELIVERED, IF OUTAGE IS REQUIRED. WORK SEQUENCE

SHALL BE PLANNED SO AS TO MINIMIZE UTILITY SERVICE OUTAGES.

13. ALL PLUG VALVES SHALL BE PROVIDED WITH A SERVICE GEAR CAPABLE

OF HOLDING AT LEAST 100 PSI TEST PRESSURE FROM BOTH DIRECTIONS;

BURIED AND ABOVEGROUND VALVES SHALL BE EQUIPPED WITH 2" NUT

ACTUATOR.

14. ALL D.I. FITTINGS USED INSIDE WET WELL SHALL BE FUSION BONDED

EPOXY (FBE) COATED.

LIFT STATION

ELEVATION

"A" 7.00'

"B"

2.30'

"C"

2.50'

"D"

2.00'

"E"

1.50'

"F"

0.50'

"G"

-0.50'

"H" (-) 1.33'

OUTER ACCESS DOOR HINGES

ALUMINUM HATCH ACCESS

DOOR, SHOWN OPEN

CONTRACTOR TO ENSURE HATCH OPENING DIMENSIONS WHEN

FULLY OPEN PROVIDE REQUIRED CLEARANCE, INSTALL PER

MANUFACTURER'S RECOMMENDATIONS, BY USF FABRICATION,

HALLIDAY, OR APPROVED EQUAL.

SET POINT

HEIGHTS

3.00'

2.50'

2.00'

1.00'

0.00'

316 S.S. CABLE HOLDER

" ROD HOOKS, ETC.,

1" CHAMFER EDGES (TYP.)

FINISHED

GRADE

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SLAB OPENING

CAST IRON INLET HUB

3,000 PSI BALLAST

CONCRETE

ANTI-FLOATATION

RING

6"

MIN.

6 HOOKS MIN. OR AS NEEDED)

4.5' 1'

6"

MIN.

BOLT-ON ALUM. SLEEVES

W/LINK-SEAL OPENINGS

(TYP.)

PLUG VALVE (FLANGED)

PUMPOUT MALE CAMLOCK (PO)

w/CAP (ALUM)

ALUMINUM HATCH ACCESS

DOOR, SHOWN OPEN

4" MJ PLUG VALVE W/2-INCH

OPERATOR NUT AND GEAR ACTUATOR

WITH VALVE BOX AND LID

FIBERGLASS REINFORCED POLYMER VALVE VAULT MEETING

A.S.T.M. D3753, CONTRACTOR SHALL FOLLOW MANUFACTURER

RECOMMENDATIONS.

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GAUGE

WET WELL VALVE VAULT

VALVE SUPPORT

(2 TYP.)

2" PVC DRAIN LINE,

WITH P-TRAP

3 LF 8" GRAVITY SS INFLUENT LINE

CAPPED FOR FUTURE CONNECTION

3LF 8" SDR26 PVC GRAVITY

INFLUENT PIPE WITH CAP FOR

FUTURE CONNECTION

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ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS:

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 150023 & 150063

RAEIS CONTRACT NO: FA2521-13-D-0005-0100 & 0136

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UNDISTURBED EARTH

SEE NOTE 5

SEE NOTE 10

SEE NOTE 7

1. ASPHALT SHALL BE ASPHALTIC CONCRETE SUPERPAVE SP-12.5; CONCRETE SHALL BE 3000 PSI MIN.

2. A SLOPE OF 2:1 RATIO SHALL BE USED ONLY WHEN SOIL CONDITIONS DO NOT ALLOW VERTICAL TRENCHING.

3. COMPACTED BACKFILL MATERIAL SHALL BE FREE OF ASPHALT, LARGE ROCKS (1-1/2" DIAMETER MAXIMUM), WOOD, ROOTS

AND OTHER ORGANIC MATTER.

4. NEW ASPHALT SURFACE SHALL BE 2" IN THICKNESS, MINIMUM, OR MATCH EXISTING THICKNESS FOR CONCRETE PAVEMENT.

5. CONTRACTOR SHALL EXCAVATE BOTTOM OF TRENCH TO ALLOW FOR BELL SECTION OF PIPE.

6. BACKFILL SHALL BE COMPACTED BENEATH THE HAUNCHES OF THE PIPE USING MECHANICAL TAMPS. THIS COMPACTION

APPLIES TO THE MATERIAL PLACED BENEATH THE HAUNCHES OF THE PIPE AND ABOVE ANY BEDDING REQUIRED.

COMPACTION SHALL BE DONE IN 3" LAYERS. BACKFILL SHALL BE COMPACTED TO 98% MAXIMUM DENSITY UNDER ROADS, CURB AND GUTTER, OR 95% MAXIMUM DENSITY IN SHOULDERS AND OUTSIDE ROAD RIGHT OF WAY. MAXIMUM DENSITY

SHALL BE AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST, AASHTO T-180, EVERY 500'.

7. REPLACED BASE MATERIAL OVER DITCH SHALL BE TWICE THE THICKNESS OF THE ORIGINAL BASE, OR 12" MINIMUM.

8. ASPHALT CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALLY SAWED. SURFACE TREATED PAVEMENT JOINTS SHALL BE

LAPPED AND FEATHERED.

9. BASE MATERIALS SHALL BE EITHER OF THE SAME TYPE AND COMPOSITION AS THE MATERIALS REMOVED OR EQUAL OR

GREATER STRUCTURAL ADEQUACY. BASE MATERIAL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY DETERMINED BY

AASHTO T-180, EVERY 500'.

10. DETECTABLE TYPE MARKER TAPE WITH A 0.35 MIL THICK METALLIC FOIL CORE PLACED AT 12" BELOW FINISHED GRADE.

EXISTING

ASPHALT

SURFACE

SLOPE 2:1

SEE NOTE 2

TACK

COAT

SCALE:

TYPICAL PAVEMENT RESTORATION FOR PARKING LOTS AND DRIVEWAYS DETAIL

NONE

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12"

MIN.

12"

MIN.

VARIES

SEE NOTE 4

12"

7"

MIN.

12"

7"

MIN.

I.D.

NOTES:

SCALE:

SIDEWALK REPLACEMENT DETAIL

NONE

F

C-502

EXPANSION JOINTS @

30' CENTERS, DUMMY

JOINTS @ 5'-0" O.C.

NOTE:

DELETE DROP EDGE WHEN

GRADES ARE THE SAME

ON BOTH SIDES OF WALKS

6"

PAVING

SLOPE

" PER FT

VARIES - SEE PLAN

CONC.

4" THK.

TYP.

3,000 PSI MIN. CONCRETE

W/ FIBERMESH

SEE NOTE 3

COMPACT SOIL BENEATH

SIDEWALK TO 95% MAX.

DENSITY PER MODIFIED

PROCTOR, AASHTO T-180

6x6-W 2.9x2.9 W.W.F.

OR FIBERMESH

3000 PSI CONCRETE

12"

SCALE:

LIFT STATION PAD

NONE

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C-501

PROVIDE LINK-SEAL

FOR ALL WALL AND

STRUCTURE TOP

PENETRATIONS

5"

SCALE:

LIFT STATION CONDUIT PENETRATION

NONE

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C-501

FIBERGLASS WET WELL

1" CHAMFER EDGES (TYP.)

3/4"±1/4"

1/4"X1/4"

CHAMFERED

EDGE, TYP.

JOINT SEALANT,

PER ASTM C 920

SLAB SURFACE

SAWED OR SPACED

JOINT FACE

7/8" BACKER

ROD

MATERIAL

3/4" PREMOLDED

JOINT FILLER

F U

P

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EXPANSION JOINT

NONE

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C-502

CONTINUED SEWER PIPE

FINISH GRADE

CI PIPE

BEND

3000 PSI CONCRETE COLLAR

4"X18"X18"

CI CLEANOUT ADAPTER

WYE (MIN 4" RISER)

CI THREAD CAP

SCALE:

SANITARY SEWER CLEANOUT

NONE

H

C-502

COMPACTED BACKFILL

REVERSE WYE FITTING WHEN

CALLED FOR ON THE PLANS

8"

SLOPE TO MATCH EXISTING

MATCH EXISTING WIDTH

T

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C O

N C

SECTION

3,000 PSI CONC. W/ 6" x 6"

10 GA. MESH

SCALE:

CONCRETE DUMPSTER PAD RESTORATION

NONE

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C-502

COMPACT SOIL BENEATH PAD

TO 95% MAX. DENSITY PER

MODIFIED PROCTOR, AASHTO

T-180

NOTE:

SAWCUT JOINTS THROUGH

CONC. PAD REPAIR TO ALIGN

WITH EXISTING JOINT LINES

NOT ALL ITEMS SHOWN,

SEE ELECTRICAL PLANS

12"

AS REQUIRED

HAZARDOUS AREA

JUNCTION/DEMARCATION BOX

CLASS 1, DIVISION 1

NOTE: WIRING FOR PUMPS SHALL

ROUTE TO THE DEMARCATION BOX,

THEN TO THE PUMP CONTROL PANEL.

DEMARCATION BOX SHALL CONTAIN

TERMINAL BLOCKS ONLY. MAIN

DISCONNECT SWITCH SHALL BE

PROVIDED ON OUTSIDE OF CONTROL

PANEL IN NEMA 4X SS ENCLOSURE.

316 STAINLESS STEEL

3" ROUND SUPPORT ASSEMBLY &

CONNECTION SYSTEM

1-1/2" MIN. 316 S.S.

MOUNTING CHANNEL

POST CAP

PUMPS MOTOR CONTROL PANEL

MOUNTING HEIGHT SHALL BE SET SO THAT

BOTTOM OF PANEL IS BETWEEN 2'-3' ABOVE

GRADE

C.H. CHICO SEAL-OFFS

GAS-TIGHT (TYP.)

(3) 2" CONDUITS,

PROVIDE CONDUIT

DUCT SEAL-OFFS

(TYP.); (SEE

ELECTRICAL PLANS)

LIFT STATION CONCRETE PAD

SCALE:

CONTROL PANEL SUPPORT DETAIL

NONE

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ENGINEER OF RECORD: DAVID A. LAVENDER

LICENSE NUMBER: 66400

NAME AND ADDRESS OF BUSINESS:

ALLEN ENGINEERING, INC.

106 DIXIE LANE (P.O. BOX 321321)

COCOA BEACH, FLORIDA 32932-1321

OFFICE: (321) 783-7443 - FAX: (321)783-5902

E-MAIL: INFO@ALLENENG.NET

FL C.A. # LB 266

AEI #: 150023 & 150063

RAEIS CONTRACT NO: FA2521-13-D-0005-0100 & 0136

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BRANCH CIRCUIT CONDUIT RUN. ARROW INDICATES HOME RUN, MINIMUM

CONDUIT SIZE SHALL BE 3/4". HOMERUNS LONGER THAN 100' SHALL USE #10

CONDUCTOR (MIN).

EXISTING - TO REMAIN

NEW - TO BE INSTALLED

LIGHTNING 2/0 BARE CONDUCTOR

GROUNDING CONDUCTOR, BELOW GRADE

RECEPTACLE, SIMPLEX, 120V, 20A

DUPLEX RECEPTACLE, 20A, 2-POLE, 3-WIRE GROUNDING, 125V, NEMA 5-20,

NUMERAL INDICATES BRANCH CIRCUIT. PROVIDE 2#12 & 1#12 GND IN 3/4"

CONDUIT TO THE INDICATED PANEL/CIRCUIT

GFI DUPLEX RECEPTACLE (SAME AS ABOVE EXCEPT GFI)

CEILING MOUNTED DUPLEX RECEPTACLE

FLOOR MOUNTED DUPLEX RECEPTACLE

2 DUPLEX RECEPTACLES IN A

SINGLE 4"x4" ENCLOSURE

FLUSH FLOOR QUAD RECEPTACLE

RECEPTACLE SPECIAL PURPOSE

RECEPTACLE, WIREMOLD

INTERCOM MASTER STATION

INTERCOM CALL-IN STATION

208/120V PANELBOARD, 3 PHASE,

4 WIRE WITH GROUND

480/277V PANELBOARD, 3 PHASE,

4 WIRE WITH GROUND

COMMUNICATION OUTLET BOX, 18" A.F.F., 4"x4"x2 1/8" BOX, WITH 1/2" RAISED

PLASTER RING FOR SINGLE DEVICE, AND 1" CONDUIT STUBBED 6" ABOVE

CEILING AND CLEAR OF OBSTRUCTION. PROVIDE A CAT-6 CABLE FROM EACH

RJ-45 JACK TO THE NEAREST DATA PATCH PANEL.

ABOVE CEILING MOUNTED COMMUNICATION OUTLET.

COMPLY WITH REQUIREMENTS AS INDICATED ABOVE.

CEILING MOUNTED COMMUNICATION OUTLET.

COMPLY WITH REQUIREMENTS AS INDICATED ABOVE.

FLOOR MOUNTED DATA OR VOICE COMMUNICATION OUTLET

FLUORESCENT LIGHTING FIXTURE, 2'x4', UPPER CASE LETTER INDICATES

FIXTURE TYPE (SEE FIXTURE SCHEDULE), LOWER CASE LETTER REFERS TO

CONTROLLING OCCUPANCY SENSOR OR SWITCH LEG. NUMBER INDICATES

PANEL CIRCUIT NUMBER.

FLUORESCENT LIGHTING FIXTURE, 2'x4'

WITH EMERGENCY BATTERY PACK

1'x4' FLUORESCENT LIGHT FIXTURE

1'x4' FLUORESCENT LIGHT FIXTURE

WITH EMERGENCY BATTERY PACK

4' INDUSTRIAL FLUORESCENT LIGHTING FIXTURE

EXTERIOR WALL MOUNTED LED LIGHT FIXTURE

EXTERIOR POLE MOUNTED LED LIGHT FIXTURE

GROUND ROD

24" AIR TERMINAL

GROUNDING TEST WELL W/GROUND ROD

RECESSED MOUNTED DOWN LIGHT FIXTURE

PENDANT MOUNTED LIGHT FIXTURE

SURFACE MOUNTED LIGHT FIXTURE

WALL MOUNTED OR END MOUNT EXIT LIGHT, 120V, LED TYPE WITH

EMERGENCY BATTERY AND WITH

(2) HEAD EMERGENCY LIGHT FIXTURE.

EXIT SIGN, CEILING MOUNTED

EXIT SIGN WITH DIRECTIONAL ARROWS

WALL PACK LIGHT FIXTURE

LIGHT SWITCH, 120V, 20A

LIGHT SWITCH, 120V, 20A, 3-WAY

DIMMER SWITCH, SINGLE POLE

DIMMER SWITCH, 3-WAY

WALL MOUNTED MOTION SENSOR/SWITCH

TIME OPERATED SWITCH

PHOTOCELL

MOTION (OCCUPANCY) SENSOR

DISCONNECT SWITCH

DISCONNECT SWITCH, F = FUSED

RELAY

REMOTE ANNUNCIATOR PANEL

SURGE SUPPRESSOR

TELEPHONE TERMINAL CABINET

TELEPHONE PATCH BOARD

MOTOR - HORSEPOWER INDICATED

F=FAN, P=PUMP, D=DAMPER

TRANSFORMER

FLEX CONNECTION

INDICATOR LIGHT

JUNCTION BOX

SPEAKER, PUBLIC ADDRESS, CEILING MOUNTED

SPEAKER, PUBLIC ADDRESS, WALL MOUNTED

ENCLOSED CIRCUIT BREAKER

TRANSFORMER

CARD READER

HAND HOLE

BELL

HEAT STRIP

FEEDER NUMBER

VARIABLE FREQUENCY DRIVE

MOTOR CONTROLLER (COMBINATION STARTER)

NUMBER INDICATES STARTER SIZE

TELECOMM MAIN GROUNDING BUSBAR

CABLE TELEVISION OUTLET

EMERGENCY LIGHTING UNIT WALL MOUNTED

WATER HEATER

PUSHBUTTON STATION

HEAT DETECTOR

VARIABLE FREQUENCY DRIVE

FIRE ALARM CONTROL PANEL

FIRE ALARM CONTROL RELAY

CONTACTOR

MANUAL TRANSFER SWITCH

AUTOMATIC TRANSFER SWITCH

FEEDER CALLOUT

S

S

F

J

SP

R

TOR

CB

T

CR

ELECTRICAL LEGEND

(ALL MAY NOT BE USED)

HH

XXX

AC

M

WH

SS

RAP

PC

TV

TMGB

SP

SD

SD

A a

SM

F

F

TPB

ST

IM

M

MTS

E-001

A

R

O M

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C T

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B L D

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MTS

ATS

X

PREWIRED - BY OEM / INTEGRATOR

TERMINAL - EQUIPMENT OR DEVICE

TERMINAL IN MOTOR STARTER

OVERLOAD ELEMENT

FIELD WIRING

CIRCUIT BREAKER

GROUND CONNECTION

TERMINAL AT FIELD DEVICE

TERMINAL IN RTU

TERMINAL IN PLC

L R

ELECTRICAL SCHEMATIC LEGEND

I:NNN/XX

XX

PP

O:MMM/RR

XX

PP

XX

QQ

XX

QQ

PLC INPUT & ADDRESS

PLC OUTPUT & ADDRESS

LEVEL SWITCH, LSHH, LSH, LSL

N.O. OR N.C. AS INDICATED

FLOW SWITCH, N.C. OR N.O. AS INDICATED

PRESSURE SWITCH, PSL, PSH, N.O. OR

N.C. AS INDICATED

TEMPERATURE SWITCH, TSH, TSL, N.O.

OR N.C. AS INDICATED

LIMIT SWITCH, N.C. OR N.O. AS INDICATED

RELAY/CONTROL CONTACT, N.C. OR N.O.

AS INDICATED

TIME DELAY CONTACT, TIME DELAY

ON/OFF, N.C./N.O. AS INDICATED

RELAY COIL, FUNCTION, NUMBER AND

CONTACTS ( ) AS SHOWN

INDICATING LIGHT, LENS COLORS (R)

RED, (G) GREEN, (W) WHITE

PUSHBUTTON, MOMENTARY, N.O. OR

N.C., L.O. = LOCKOUT

PUSHBUTTON, MAINTAINED UNIVERSAL

CONTACT

ON-OFF SELECTOR SWITCH,

MAINTAINED, FUNCTION AS SHOWN

SELECTOR SWITCH, MAINTAINED

L-O-R = LOCAL-OFF-REMOTE, OR

OTHER FUNCTION AS DESIGNATED

FUSE, SIZE AS NOTED

CONTROL POWER TRANSFORMER

RATINGS AS INDICATED

TERMINAL IN RELAY PANEL

AUTOTRANSFORMER WITH

MULTIPLE TAPS SHOWN

R1

A

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AutoCAD SHX Text

AutoCAD SHX Text

ELECTRICAL NOTES:

1. IT IS THE INTENT OF THESE CONTRACT DRAWINGS TO PROVIDE A COMPLETE

AND WORKABLE FACILITY.

2. DESIGN DRAWINGS ARE DIAGRAMMATIC AND DO NOT SHOW ALL OFFSETS,

BENDS, ELBOWS, OR OTHER SPECIFIC ELEMENTS THAT MAY BE REQUIRED

FOR PROPER INSTALLATION OF THE WORK. SUCH WORK SHALL BE VERIFIED

AT THE SITE. ADDITIONAL BENDS, OFFSETS, AND CONDUIT AS REQUIRED BY

VERTICAL AND HORIZONTAL EQUIPMENT LOCATIONS OR OTHER JOB

CONDITIONS, SHALL BE PROVIDED TO COMPLETE THE WORK AT NO

ADDITIONAL COST TO THE GOVERNMENT.

3. EXCEPT WHERE SHOWN IN DIMENSIONAL DETAIL, THE LOCATIONS OF

EQUIPMENT SHOWN ON PLANS ARE APPROXIMATE. SUCH ITEMS SHALL BE

PLACED TO ELIMINATE INTERFERENCE WITH OTHER EQUIPMENT. THE EXACT

LOCATIONS SHALL BE DETERMINED IN THE FIELD.

4. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2014 EDITION OF THE

NATIONAL ELECTRICAL CODE (NFPA 70).

5. MATERIALS SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC.

OR ANOTHER APPROVED/CERTIFIED TESTING LABORATORY. SHOULD PLANS

AND CODES CONFLICT, CONTACT THE CONTRACTING OFFICER. MAKE NO

CHANGES, EVEN IN CASE OF CONFLICT, WITHOUT FIRST OBTAINING THE

APPROVAL OF THE CONTRACTING OFFICER.

6. A GREEN, COPPER GROUND WIRE SHALL BE INSTALLED IN ALL CONDUIT

SYSTEMS AND SHALL BE BONDED TO ALL ENCLOSURES, BOXES, AND

EQUIPMENT. RECEPTACLES WITH GREEN WIRE SHALL BE BONDED TO BOX

THEN TO RECEPTACLE SUCH THAT REMOVAL OF RECEPTACLE DEVICE SHALL

NOT INTERRUPT GREEN WIRE BOND TO METALLIC BOX OR ENCLOSURE.

7. BONDING JUMPERS SHALL BE USED TO BOND CONDUIT TO ENCLOSURES,

BOXES, AND EQUIPMENT WHERE CONCENTRIC OR ECCENTRIC KNOCKOUTS

ARE USED.

8. EQUIPMENT SIZES INDICATED ARE MINIMUM, BEFORE INSTALLING ANY WIRE

OR CONDUIT, THE CONTRACTOR SHALL OBTAIN THE EXACT EQUIPMENT

REQUIREMENTS AND SHALL INSTALL WIRE, CONDUIT, CIRCUIT BREAKERS AND

OTHER ITEMS OF THE CORRECT SIZE FOR THE EQUIPMENT ACTUALLY

INSTALLED. HOWEVER, WIRE AND CONDUIT SIZES FOR THE EQUIPMENT

SHALL BE TAKEN AS A MINIMUM AND SHALL NOT BE REDUCED WITHOUT

WRITTEN APPROVAL.

9. THE INSTALLATION OF THE ELECTRICAL WORK SHALL BE COORDINATED WITH

THE WORK OF THE OTHER TRADES.

10. THE INSTALLATION SHALL BE ACCOMPLISHED BY WORKERS SKILLED IN THIS

TYPE OF WORK. THE INSTALLATION SHALL BE MADE SO THAT THERE IS NO

DEGRADATION OF THE DESIGNED FIRE RATINGS.

11. THE CONTRACTOR SHALL INSTALL HIS WORK IN SUCH A MANNER AND AT

SUCH A TIME AS WILL REQUIRE A MINIMUM OF CUTTING AND PATCHING OF

THE BUILDING STRUCTURE.

12. PROVIDE, AS USED HERE ON THE DRAWINGS, IS AN ALL-INCLUSIVE TERM

REQUIRING CONTRACTOR TO FURNISH, INSTALL, WIRE, AND CONNECT ALL

SPECIFIED EQUIPMENT AS WELL AS COMPONENTS, ACCESSORIES, WIRING,

AND MOUNTING HARDWARE TO INSURE THAT SPECIFIED EQUIPMENT

FUNCTIONS TO MEET SYSTEM(S) REQUIREMENTS.

13. WHERE NEW-TO-EXISTING CONNECTIONS ARE INDICATED, THE CONTRACTOR

SHALL PROVIDE ALL MATERIALS (JUNCTION BOXES, CONDUIT, WIRE, AND

CONNECTIONS) AND LABOR REQUIRED TO MAKE THE CONNECTIONS.

14. UNLESS OTHERWISE NOTED, ALL POWER CIRCUIT CONDUCTORS SHALL BE

COPPER AND MINIMUM #12AWG. CONDUITS SHALL BE 3/4" MINIMUM.

15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT

EXISTING UTILITIES FROM DAMAGE.