PROJECT LOCATION

N

N

Tyler Charles Wainright, P.E.

P.E. No. 80476, FL

10600 Chevrolet Way, Suite 300

Estero, Florida 33928

Engineering Business No. 2429

________________________

DATE ______________

PREPARED FOR

COLLIER COUNTY PUBLIC UTILITIES

BOARD OF COUNTY COMMISSIONERS

DONNA FIALA DISTRICT 1

ANDY SOLIS, ESQ. DISTRICT 2 (CHAIRMAN)

BURT L. SAUNDERS DISTRICT 3

PENNY TAYLOR DISTRICT 4

WILLIAM L. MCDANIEL, JR. DISTRICT 5 (VICE CHAIRMAN)

COLLIER COUNTY WATER-SEWER DISTRICT

3339 TAMIAMI TRAIL E., SUITE 303

NAPLES, FLORIDA 34112

March 06, 2019

COLLIER COUNTY

PROJECT SITE

SCALE: N.T.S.

www.tetratech.com

CLIENT INFORMATION:PROJECT LOCATION:

PROJECT DESCRIPTION / NOTES:

Tt PROJECT No.: CLIENT PROJECT No.:

ISSUED:

COLLIER COUNTY

EMERGENCY CHLORINE

SCRUBBER REPLACEMENT

3851 CITY GATE DR. NAPLES FL, 34117

COLLIER COUNTY, FLORIDA

200-08486-18011

COLLIER COUNTY

3299 TAMIAMI TRI E, STE 700

NAPLES, FL 34112-5749

70136.1.2

10600 CHEVROLET WAY, SUITE 300

ESTERO, FLORIDA 33928

TEL: (239) 390-1467 FAX: (239) 390-1769

VICINITY MAP:

SOUTH COUNTY

REGIONAL

WATER

TREATMENT

PLANT

PROJECT LOCATION

REPLACEMENT OF EXISTING CHLORINE SCRUBBER, BLOWER, PIPING, AND RELATED

EQUIPMENT.

04/06/2019 - UPDATED PER ADDENDUM

SOUTH COUNTY REGIONAL

WATER TREATMENT PLANT

COLLIER

COUNTY

COLLIER COUNTY

SOUTH COUNTY REGIONAL

WATER TREATMENT PLANT SITE

N

N

GULF

OF

MEXICO

ATLANTIC

OCEAN

GENERAL NOTES

1. IT IS THE CONTRACTORS RESPONSIBILITY TO DETERMINE THE EXACT LOCATION, DEPTH AND CHARACTER OF ALL UTILITIES

PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY RESPECTIVE UTILITY OWNERS AS LISTED BELOW AND FIELD

VERIFY LOCATIONS AND ELEVATIONS OF UTILITIES AT LEAST 48 HOURS IN ADVANCE OF WORK. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR DAMAGE CAUSED BY HIS OPERATIONS.

- COLLIER COUNTY PUBLIC UTILITIES (WATER AND WASTEWATER DISTRICT): (239) 530-5335

- SUNSHINE STATE ONE CALL: 811 WWW.CALLSUNSHINE.COM

- IN ADDITION, PRIOR TO STARTING WORK, CONTRACTOR SHALL NOTIFY LOCAL PUBLIC SERVICE AGENCIES

INCLUDING SHERIFF AND FIRE DEPARTMENTS.

2. EXISTING UTILITIES AS SHOWN ARE APPROXIMATE LOCATIONS AND WERE BASED ON RECORD DRAWINGS AND HAVE NOT BEEN

FIELD VERIFIED. THE EXISTING UTILITIES SHOWN AND LISTED ABOVE SHALL NOT BE CONSTRUED AS BEING ALL INCLUSIVE OF

UTILITIES IN THE AREA. ANY INTERRUPTION OF SERVICE SHALL BE COORDINATED WITH THE OWNER OF THE UTILITY.

3. ALL PIPE AND FITTINGS SHALL BE PRESSURE TESTED PER AWWA AND COLLIER COUNTY STANDARDS.

4. ALL BURIED PIPING SHALL HAVE 18-INCHES MINIMUM COVER UNLESS APPROVED BY THE ENGINEER. CONTRACTOR SHALL

PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS.

5. ALL DISTURBED AREAS SHALL BE RE-SODDED BY THE CONTRACTOR.

6. FITTINGS MAY BE USED FOR PIPE ALIGNMENT CHANGES RATHER THAN DEFLECTING JOINTS AT THE CONTRACTOR'S OPTION

AND WITH NO EXTRA COMPENSATION. NO ADDITIONAL COMPENSATION WILL BE MADE FOR JOINT RESTRAINTS.

7. THE CONTRACTOR SHALL NOT PLACE ANY FILL MATERIALS WITHIN A WETTED DITCH OR WETLAND AREA WHEN WORKING

ADJACENT TO EITHER TYPE OF AREA.

8. WORK HOURS FOR THIS PROJECT SHALL BE AS FOLLOWS:

M-F: 7 AM - 7 PM

SATURDAY: 7 AM - 7 PM, REQUIRES 48 HOUR WRITTEN NOTICE

SUNDAY: NO WORK ALLOWED.

9. CONTRACTOR SHALL SUPPLY THEIR OWN RESTROOM FACILITIES FOR THE DURATION OF THE PROJECT.

10.PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOME FAMILIARIZED WITH THE OVERALL SITE CONDITION AND

PERFORM ADDITIONAL INVESTIGATIONS AS DETERMINED NECESSARY TO UNDERSTAND THE LIMIT AND DEPTH OF ROCK AND

EXPECTED ORGANIC SILT PEAT AREAS, ADEQUACY OF EXISTING MATERIALS AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL

REQUIRED FROM OFFSITE, AND MATERIALS TO BE DISPOSED OF OFFSITE ALL OF WHICH WILL AFFECT HIS PRICING. ANY DELAY,

INCONVENIENCE OR EXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION OF EXISTING CONDITIONS

SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. THE MATERIALS ANTICIPATED TO

BE ENCOUNTERED DURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL AND THE CONTRACTOR MAY

HAVE TO BRING IN MATERIALS AT NO EXTRA COST FROM OFFSITE TO MEET THE REQUIREMENTS FOR COMPACTION AND

PROPER FILL.

11.CHAPTER 553-851 OF THE FLORIDA STATUTES REQUIRES THAT AN EXCAVATOR NOTIFY ALL GAS UTILITIES A MINIMUM OF TWO (2)

WORKING DAYS PRIOR TO EXCAVATING.

12. ALL BURIED PIPES SHALL HAVE PROPER IDENTIFICATION DETECTOR TAPE INSTALLED AT TWO DEPTHS: DIRECTLY ON TOP OF

THE PIPE, AND 12 INCHES BELOW FINISHED GRADE, OVER THE CENTERLINE OF THE PIPE. IN ADDITION, CONTRACTOR SHALL

INSTALL ELECTRONIC LOCATION DISCS ABOVE THE PIPE AT ALL JUNCTIONS, CHANGES IN DIRECTION AND EVERY 500 FEET

ALONG THE LAYING LENGTH OF PIPE.

13.CONTRACTOR SHALL IMMEDIATELY RESTORE CONSTRUCTION AREAS TO THEIR ORIGINAL CONDITION, INCLUDING DRIVEWAYS,

ROADWAYS, ASPHALT BIKE PATHS, SWALES, ETC. CONSTRUCTION RESTORATION WILL BE CLOSELY MONITORED AND WILL BE

PERFORMED AS CONSTRUCTION PROCEEDS, NOT AT THE CONCLUSION OF THE PROJECT. CONSTRUCTION WILL BE NO MORE

THAN 2 DAYS AHEAD OF RESTORATION AT ANY TIME. ANY SPECIAL PROVISION OR CONSIDERATION NEEDED TO ACCOMPLISH

THIS REQUIREMENT SHALL BE INCLUDED IN THE TOTAL BID PRICE.

14. ALL PROPOSED IMPROVEMENTS SHALL BE PERFORMED PER COLLIER COUNTY STANDARDS, WHICH ARE AVAILABLE ON THE

COUNTY'S WEBSITE: WWW.COLLIERGOV.NET

15.THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, SHALL IMMEDIATELY REPAIR ALL DAMAGES TO COUNTY'S MAINS AND

FACILITIES. IF THE REPAIR IS NOT MADE IN A TIMELY MANNER, AS DETERMINED BY COUNTY, COUNTY MAY PERFORM REQUIRED

REPAIRS AND CLEANUP. THE CONTRACTOR WILL BE CHARGED FOR ALL EXPENSES ASSOCIATED WITH THE REPAIR.

16. ALL EXISTING POTABLE WATER MAINS SHALL REMAIN OPERATIONAL AND SHALL NOT BE TAKEN OUT OF SERVICE DURING

CONSTRUCTION WITHOUT APPROVAL FROM COUNTY. ANY APPROVED REMOVAL FROM SERVICES SHALL NOT EXCEED 4 HOURS.

17. ALL MATERIALS, COATINGS AND CHEMICALS THAT CONTACT RAW WATER AND/OR DRINKING WATER SHALL BE IN

CONFORMANCE WITH ANSI/NSF STANDARD 61.

18.LOCATIONS AND ELEVATIONS OF EXISTING UTILITIES EXPOSED DURING CONSTRUCTION SHALL BE ACCURATELY RECORDED ON

THE CONSTRUCTION DRAWINGS. THE OWNER SHALL BE IMMEDIATELY NOTIFIED OF ANY CONFLICTS WITH PROPOSED

CONSTRUCTION.

19.THE CONTRACTOR SHALL LOCATE PROPOSED TIE IN LOCATIONS TO VERIFY ACTUAL LOCATION, SIZE, ELEVATION AND MATERIAL

PRIOR TO ORDERING NEW MATERIAL. WHERE A CONNECTION IS MADE IN THE FIELD TO AN EXISTING PIPE, THE CONTRACTOR

WILL EXCAVATE THE AREA TO VERIFY THE TYPE OF PIPE AND PIPE SIZE, AND OBTAIN THE OWNER'S APPROVAL OF THE

PROPOSED METHOD OF CONNECTION; PRIOR TO ORDERING AND INSTALLING MATERIALS.

20.THE CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO CONTROL TURBIDITY INCLUDING, BUT NOT LIMITED TO, THE

INSTALLATION OF TURBIDITY BARRIERS AT ALL LOCATIONS WHERE THE POSSIBILITY OF INFERRING SUSPENDED SOLIDS INTO

THE RECEIVING WATER BODY, EXISTS DUE TO THE PROPOSED WORK. TURBIDITY BARRIERS MUST BE MAINTAINED AT ALL

LOCATIONS UNTIL CONSTRUCTION IS COMPLETED AND DISTURBED SOIL AREAS ARE STABILIZED. THE CONTRACTOR SHALL

ALSO BE RESPONSIBLE FOR REMOVING THE BARRIERS. AT NO TIME SHALL THERE BE ANY OFF-SITE DISCHARGE WHICH

VIOLATES THE WATER QUALITY STANDARDS IN CHAPTERS 62-302 AND 62-4, FLORIDA ADMINISTRATIVE CODE.

21.THE CONTRACTOR SHALL MAINTAIN NORMAL TRANSPORT VEHICLE ACCESS TO WTP FACILITIES AT ALL TIMES.

22.IN THE EVENT THAT THE POTABLE WATER SYSTEM IS CONTAMINATED (I.E. WATER DOES NOT MEET FEDERAL AND STATE

REQUIREMENTS) DUE TO THE CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL BE RESPONSIBLE, UNDER THE DIRECTION

OF THE OWNER, OR THE STATE AND LOCAL REGULATORY AGENCY FOR CORRECTING ANY SUCH CONTAMINATION PROBLEM

INCLUDING DISINFECTION, TESTING AND OTHER CORRECTIVE ACTION.

Checked By:

Drawn By:

Project No.:

Designed By:

ww

w.te

tra

te

ch

.co

m

MA

RK

DA

TE

DE

SC

RIP

TIO

NB

Y

4/3

/2

01

9 2

:1

0:4

0 P

M - P

:\IE

R\0

84

86

\2

00

-0

84

86

-1

80

11

\C

AD

\S

HE

ET

FIL

ES

\G

-0

01

L

OC

M

AP

N

OT

ES

&

IN

DE

X.D

WG

- C

YR

, S

TE

VE

1

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch

Co

pyrig

ht: T

etra

T

ech

200-08486-18011

EM

ER

GE

NC

Y C

HL

OR

IN

E

SC

RU

BB

ER

R

EP

LA

CE

ME

NT

CO

LL

IE

R C

OU

NT

Y

10

60

0 C

HE

VR

OL

ET

W

AY

, S

UIT

E 3

00

ES

TE

RO

, F

LO

RID

A 3

39

28

Ph

: (2

39

) 3

90

-1

46

7 F

ax: (2

39

) 3

90

-1

76

9

Tyler C

harles W

ainright, P

.E

.

P.E

. N

o. 80476, F

L

10

60

0 C

he

vro

le

t W

ay, S

uite

3

00

Este

ro

, F

lo

rid

a 3

39

28

En

gin

ee

rin

g B

usin

ess N

o. 2

42

9

_

__

__

__

__

__

__

__

__

__

__

__

_

D

AT

E _

__

__

__

__

__

__

_

SITE PLAN AREA

(SEE SHEET 'D'

PROCESS SHEETS)

G-001

LO

CA

TIO

N M

AP

,

GE

NE

RA

L N

OT

ES

, A

ND

DR

AW

IN

G IN

DE

X

TCW

GM

TCW

CITY GATE DR.

CITY GATE BLVD.

CO

LL

IE

R B

LV

D.

WH

IT

E LA

KE

B

LV

D.

DRAWING INDEX

Sheet Number Sheet Title

G-000 COVER SHEET

G-001LOCATION MAP, GENERAL NOTES & DRAWING INDEX

D-001 PROCESS LEGENDS AND ABBREVIATIONS

D-101 DEMOLITION PLAN

D-401 NEW CHLORINE SCRUBBER - PLAN

D-402 NEW CHLORINE SCRUBBER SECTIONS

D-501 MECHANICAL DETAILS

ELECTRICAL

E-001 ELECTRICAL LEGEND AND ABBREVIATIONS

E-101 ELECTRICAL SITE AND DEMOLITION PLANS

E-401 NEW CHLORINE SCRUBBER ELECTRICAL PLAN

INSTRUMENT ABBREVIATIONS

ABBREVIATION DESCRIPTION

AC ALTERNATING CURRENT

AI ANALOG INPUT

AM AUTO MANUAL

AMR AUTO MANUAL REMOTE

AO ANALOG OUTPUT

C CLOSE

CL CHLORINE

COND CONDUCTIVITY

CP CONTROL PANEL

DI DISCRETE INPUT

DO DISCRETE OUTPUT

ETM ELAPSED TIME METER

FRS FLOW RATIO

HA HAND-AUTO

HL HIGH-LOW

HLOR HIGH-LOW-OFF-REMOTE

HOA HAND-OFF-AUTO

HSC HAND SWITCH COMPUTER

I/O INPUT/OUTPUT

ISP INSTRUMENT & SAMPLE PANEL

LOR LOCAL-OFF-REMOTE

LOS LOCK-OUT STOP

LR LOCAL-REMOTE

LSO LEVEL SWITCH ON

MCC MOTOR CONTROL CENTER

MCP MASTER CONTROL PANEL

MODEM MODULATE-DEMODULATE

O OPEN

OAC OPEN-AUTO-CLOSE

OO ON-OFF

OOA ON-OFF-AUTO

OOR ON-OFF-REMOTE

OSC OPEN-STOP-CLOSE

OSCA OPEN-STOP-CLOSE-AUTO

OSCR OPEN-STOP-CLOSE-REMOTE

P PROPORTIONAL

P/A PULSE TO ANALOG

PC PARTICLE COUNTER

PID PROPORTIONAL-INTEGRAL-DERIVATIVE

P&ID PIPING AND INSTRUMENTATION DIAGRAM

PLC PROGRAMMABLE LOGIC CONTROLLER

PRV PRESSURE REDUCING VALVE

RSP REMOTE SET POINT

RTU REMOTE TERMINAL UNIT

SCS SUPERVISORY CONTROL STATION

SEL SELECT

SMC SOLID-STATE MOTOR CONTROLLER

SP SET POINT

SS START-STOP

STCD STATUS-TO-COMMAND DISAGREEMENT

TOT TOTALIZATION

TPC TIME PROPORTIONAL CONTROL

TSP TWISTED SHIELDED PAIR

TTR TONE TELEMETRY RECEIVER

TTT TONE TELEMETRY TRANSMITTER

TURB TURBIDITY

ZS POSITION SWITCH

EQUIPMENT IDENTIFICATION

ABBREVIATION DESCRIPTION

ASTR AUTOMATIC STRAINER

BWR BLOWER

CAL CALIBRATION COLUMN

CF CARTRIDGE FILTER

CMP CHEMICAL METERING PUMP

CP CONTROL PANEL

DD DESSICANT DRYER

DGS DEGASIFIER

ERT ENERGY RECOVERY TURBOCHARGER

EES EMERGENCY EYEWASH / SHOWER

IMHTR IMMERSION HEATER

IQ INJECTION QUILL

M MECHANICAL EQUIPMENT

MP METERING PUMP

MXR MIXER

MOV MOTOR OPERATED VALVE

PMP PUMP

PD PULSATION DAMPENER

SCR MANUAL SCREEN

SG SLIDE / SLUICE GATE

SM STATIC MIXER

STR STRAINER

TK TANK

WG WEIR GATE

PIPE MATERIAL CODES

ABBREVIATION DESCRIPTION

C2O SCHEDULE 40 CARPENTER 20 ALLOY PIPE

CPVC SCHEDULE 80 CPVC PIPE

CU COPPER TUBING

DI DUCTILE IRON PIPE

EPDM EPDM TUBING

FRP

150 PSI PRESSURE CLASS FIBERGLASS

REINFORCED PLASTIC PIPE

HDPE

150 PSI PRESSURE CLASS HIGH-DENSITY

POLYETHYLENE PIPE

PE POLYETHYLENE TUBING

PTFE(T)

150 PSI PRESSURE RATED TEFLON TUBING

PP

150 PSI PRESSURE CLASS POLYPROPYLENE

PIPE

PVC POLYVINYL CHLORIDE PRESSURE PIPE

PVC-D PVC GRAVITY SEWER PIPE

PVDF

230 PSI PRESSURE CLASS POLYVINYLIDENE

FLUORIDE PIPE

SST TYPE 316/316L STAINLESS STEEL PIPE

STL FABRICATED STEEL PIPE

STL-ELFABRICATED STEEL, EPOXY LINED PIPE

VALVES AND GATES

DIAPHRAGM VALVE (DV)

GLOBE VALVE (GLV)

GATE/GENERAL VALVE (GV)

MULTI-PORT VALVE (MPV)

BUTTERFLY VALVE (BFV)

SWING CHECK VALVE (SCV)

BALL VALVE (BV)

VENTURI FLOWMETER

REDUCER

CENTRIFUGAL

PUMP

DIAPHRAGM

METERING PUMP

BLOWER

VACUUM

NF BOOSTER

PUMP

CAPPED OR PLUGGED

QUICK CONNECT COUPLING

BAG FILTER

STORAGE TANK

AS IDENTIFIED

MICRON FILTER

TANK

STORAGE TANK

AS IDENTIFIED

PI-4

STREAM

TO/FROM

FIT

COND

(2) XX

VAPOR SEAL

12-ROF-SST

20-MP-25

CARTRIDGE FILTER

INJECTOR

STORAGE TANK

AS IDENTIFIED

PERISTALTIC

METERING PUMP

TANK

TANK/PROCESS

AS IDENTIFIED

PUMPS & COMPRESSORS TANKS AND VESSELSANNOTATION SYMBOLS

SAMPLE PORT

M

DRAIN

PLUG VALVE (PV)

COMBINATION AIR VALVE (AVRV)

THREE WAY GLOBE VALVE (TWGV)

BALL CHECK VALVE (BCV)

BACK PRESSURE REGULATOR VALVE

(BPR)

PRESSURE CONTROL VALVE (PCV)

SOLENOID CONTROL VALVE (SV)

3 WAY SOLENOID

NEEDLE VALVE (NV)

PINCH VALVE (PIV)

PRESSURE RELIEF VALVE (PRV)

FLUSH VALVE (FV)

CHECK VALVE (CV)

VACUUM BREAKER VALVE (VBV)

AIR VENT VALVE (AV)

MECHANICAL EQUIPMENT

MAGNETIC FLOWMETER

ORIFICE PLATE

ANNUBAR

TURBINE FLOWMETER

FI

ROTAMETER

POSITIVE DISPLACEMENT

FLOWMETER

LEVEL SENSOR, FLOAT TYPE

NORMAL LIQUID LEVEL

ULTRASONIC LEVEL INSTRUMENT

STATIC MIXER

CALIBRATION COLUMN

PULSATION DAMPENER

Y STRAINER

BLIND FLANGE

ACTUATORS & OPERATORS

MOTOR OPERATED ACTUATOR

WITH POSITIONER

S

Z

PNEUMATIC OPERATED ACTUATOR

WITH POSITIONER

M MOTOR ACTUATOR

SOLENOID ACTUATOR

PNEUMATIC ACTUATOR

+

PNEUMATIC ACTUATOR WITH

STROKE POSITIONER

EQUIPMENT NUMBER

SUFFIX LETTER DISTINGUISHES

MULTIPLE SIMILAR DEVICES IN THE

SAME INSTRUMENT LOOP.

PIPE MATERIAL CODE

FLOW STREAM IDENTIFICATION

PIPE DIAMETER, INCHES

EQUIPMENT FUNCTIONAL

IDENTIFICATION

EQUIPMENT TAGS

PIPE TAGS

FIRST LETTER

SUCCEEDING LETTERS

ANALYTICAL DESCRIPTOR

TAG NO. MODIFIER (USED WITH

TWO OR MORE INSTRUMENTS

HAVING THE SAME FUNCTIONAL

LOOP IDENTIFICATION)

LOCAL CONTROL PANEL 100

NUMBER OF

DUPLICATE DEVICES

FIELD MOUNTED

INSTRUMENT

PANEL MOUNTED

INSTRUMENT

VALVE TAGS

XX-BV-XX-X

VALVE NUMBER

SUFFIX LETTER DISTINGUISHES

MULTIPLE SIMILAR DEVICES IN THE

SAME INSTRUMENT LOOP.

VALVE FUNCTIONAL IDENTIFICATION

INSTRUMENT IDENTIFICATION

INJECTION QUILL WITH

CORP STOP

PRESSURIZED

TANK/PROCESS

AS IDENTIFIED

ULTRASONIC LEVEL SENSOR

PIPE BREAK

PIPE CROSSING

STREAM TO

AND FROM

PI-4

STREAM

TO/FROM

STREAM TO

AND FROM

PI-4

STREAM

TO/FROM

STREAM TO

AND FROM

VENT

PROCESS LINE TYPES

MAJOR PROCESS FLOW

SECONDARY PROCESS FLOW

TURBO

DIAPHRAGM SEAL

RUPTURE DISK

PROPELLER MIXER

PIPE MATERIAL CHANGE

CAMLOCK W/ MALE CAP

FLEXIBLE HOSE

S

S

SAMPLE/ MINOR PROCESS FLOW

TURBINE

PROCESS AREA

PROCESS AREA

FUTURE PROCESS FLOW

PUMPOUT CONNECTION

DIAPHRAGM CHECK VALVE (DC)

AIR OPERATED

DOUBLE DIAPHRAGM

CHEMICAL

METERING PUMP

M

Z

M

WELL

Checked By:

Drawn By:

Project No.:

Designed By:

ww

w.te

tra

te

ch

.co

m

MA

RK

DA

TE

DE

SC

RIP

TIO

NB

Y

4/3

/2

01

9 2

:1

1:1

1 P

M - P

:\IE

R\0

84

86

\2

00

-0

84

86

-1

80

11

\C

AD

\S

HE

ET

FIL

ES

\D

-0

01

P

RO

CE

SS

L

EG

EN

D A

ND

A

BB

RE

VIA

TIO

NS

.D

WG

- C

YR

, S

TE

VE

1

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch

Co

pyrig

ht: T

etra

T

ech

200-08486-18011

EM

ER

GE

NC

Y C

HL

OR

IN

E

SC

RU

BB

ER

R

EP

LA

CE

ME

NT

CO

LLIE

R C

OU

NT

Y

10

60

0 C

HE

VR

OL

ET

W

AY

, S

UIT

E 3

00

ES

TE

RO

, F

LO

RID

A 3

39

28

Ph

: (2

39

) 3

90

-1

46

7 F

ax: (2

39

) 3

90

-1

76

9

Tyler C

harles W

ainright, P

.E

.

P.E

. N

o. 80476, F

L

10

60

0 C

he

vro

le

t W

ay, S

uite

3

00

Este

ro

, F

lo

rid

a 3

39

28

En

gin

ee

rin

g B

usin

ess N

o. 2

42

9

_

__

__

__

__

__

__

__

__

__

__

__

_

D

AT

E _

__

__

__

__

__

__

_

D-001

PR

OC

ES

S LE

GE

ND

S

AN

D A

BB

RE

VIA

TIO

NS

TCW

GM

TCW

EXISTING

SCRUBBER

STRUCTURE

EXISTING

CHLORINE

BUILDING

13'-0"

7'-0"

Checked By:

Drawn By:

Project No.:

Designed By:

ww

w.te

tra

te

ch

.co

m

MA

RK

DA

TE

DE

SC

RIP

TIO

NB

Y

4/3

/2

01

9 2

:1

1:2

4 P

M - P

:\IE

R\0

84

86

\2

00

-0

84

86

-1

80

11

\C

AD

\S

HE

ET

FIL

ES

\D

-1

01

D

EM

OL

IT

IO

N P

LA

N.D

WG

- C

YR

, S

TE

VE

1

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch

Co

pyrig

ht: T

etra

T

ech

200-08486-18011

EM

ER

GE

NC

Y C

HL

OR

IN

E

SC

RU

BB

ER

R

EP

LA

CE

ME

NT

CO

LLIE

R C

OU

NT

Y

10

60

0 C

HE

VR

OL

ET

W

AY

, S

UIT

E 3

00

ES

TE

RO

, F

LO

RID

A 3

39

28

Ph

: (2

39

) 3

90

-1

46

7 F

ax: (2

39

) 3

90

-1

76

9

Tyler C

harles W

ainright, P

.E

.

P.E

. N

o. 80476, F

L

10

60

0 C

he

vro

le

t W

ay, S

uite

3

00

Este

ro

, F

lo

rid

a 3

39

28

En

gin

ee

rin

g B

usin

ess N

o. 2

42

9

_

__

__

__

__

__

__

__

__

__

__

__

_

D

AT

E _

__

__

__

__

__

__

_

D-101

DE

MO

LIT

IO

N P

LA

N

TCW

GM

TCW

Sheet

REMOVE EXISTING 18" FRP

PIPING AND PIPE SUPPORTS

REMOVE AND REPLACE

EXISTING ACTUATOR &

VALVE

DEMO PLAN

SCALE: 1/4"=1'-0"

REMOVE EXISTING

SCRUBBER, PUMPS,

FANS, ELECTRICAL,

AND MISCELLANEOUS

EQUIPMENT

N

EXISTING BLOWER

TO BE REPLACED

EXISTING BLOWER

TO BE REPLACED

EXISTING BLOWER

STACK TO REMAIN

EXISTING WALL

PENETRATION AND

FIRST TWO FEET

OF 18" FRP PIPING

TO REMAIN

NOTES:

1. THE EXISTING CHLORINE SCRUBBER, PIPING, BLOWER, AND APPURTENANCES SHALL ALL BE

REMOVED WHILE THE PLANT REMAINS IN OPERATION.

2. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE OWNER, PLANT STAFF, AND

ENGINEER A MINIMUM OF 14 DAYS IN ADVANCE OF CONSTRUCTION.

3. CONTRACTOR SHALL DRAIN AND REMOVE THE EXISTING CAUSTIC STORAGE TANK (LOCATED

BENEATH THE EXISTING CHLORINE SCRUBBER). THE EXISTING CAUSTIC (25% SODIUM

HYDROXIDE) CAN BE PUMPED INTO TOTES WHICH WILL BE PROVIDED BY THE COUNTY. THE

TOTES WILL BE EMPTIED AND RE-USED BY THE COUNTY IN THE ON-SITE ODOR CONTROL

SYSTEM. CONTRACTOR SHALL COORDINATE THIS REMOVAL WITH THE COUNTY A MINIMUM OF

14 DAYS IN ADVANCE OF CONSTRUCTION. THE ENTIRE PROCESS TO DRAIN ALL CAUSTIC FROM

THE TANK MAY TAKE UP TO 14 DAYS TO FULLY REMOVE AND DISPOSE OF THE CAUSTIC. THE

CONTRACTOR SHALL PROVIDE ALL PUMPING EQUIPMENT FOR THE REMOVAL.

1

1

10

4/0

2/1

9U

PD

AT

ED

P

ER

A

DD

EN

DU

MS

JC

PIPE SUPPORT (SEE DETAIL THIS SHEET)

LADDER WITH SAFETY CAGE -

PROVIDE LOCKABLE ACCESS DOOR

AT BOTTOM OF SAFETY CAGE

ACCESS PLATFORM

3'-0"

4'-0"

EXST SUMP PUMP

24" FRP PIPING

BLOWER/EXHAUST

24" INLET

FLEX CONNECTOR

24" ACCESS MANWAY

6'-2"

EXISTING

CHLORINE

BUILDING

PROP. 18" MOTOR

OPERATED DAMPER

BLOWER

5'-6"

2'-4"

2'-4"

B

D-402

A

D-402

EXST BLOWER TO BE REPLACED, INLET AND OUTLET

CONNECTIONS TO BE MODIFIED AS NECESSARY TO

CONNECT TO PROP. BLOWER. CONTRACTOR TO VERIFY ALL

DIMENSIONS PRIOR TO FABRICATION. - SEE EQUIPMENT

SCHEDULE THIS SHEET

PROP. 24"X18"

REDUCING FRP ELBOW

PROP.(2) FRP

90° BENDS

PROP. FRP 90°

BEND

CONNECT TO

EXISTING 18" FRP

PIPING

8'-6"

2'-0"

3'-4"

4"

1.5"

1.5" 316 SS "L" CHANNEL

24" FRP PIPING

3" WIDE STAINLESS STEEL

BAND W/3/8" NEPRENE PAD

3

8

" SS HEX BOLT W/ LOCK NUT (TYP.)

3

8

" SS WEDGE ANCHOR (TYP.)

Checked By:

Drawn By:

Project No.:

Designed By:

ww

w.te

tra

te

ch

.co

m

MA

RK

DA

TE

DE

SC

RIP

TIO

NB

Y

4/3

/2

01

9 2

:1

1:5

4 P

M - P

:\IE

R\0

84

86

\2

00

-0

84

86

-1

80

11

\C

AD

\S

HE

ET

FIL

ES

\D

-4

01

N

EW

C

HL

OR

IN

E S

CR

UB

BE

R P

LA

N &

S

EC

TIO

NS

R

EV

.D

WG

- C

YR

, S

TE

VE

1

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch

Co

pyrig

ht: T

etra

T

ech

200-08486-18011

EM

ER

GE

NC

Y C

HL

OR

IN

E

SC

RU

BB

ER

R

EP

LA

CE

ME

NT

CO

LLIE

R C

OU

NT

Y

10

60

0 C

HE

VR

OL

ET

W

AY

, S

UIT

E 3

00

ES

TE

RO

, F

LO

RID

A 3

39

28

Ph

: (2

39

) 3

90

-1

46

7 F

ax: (2

39

) 3

90

-1

76

9

Tyler C

harles W

ainright, P

.E

.

P.E

. N

o. 80476, F

L

10

60

0 C

he

vro

le

t W

ay, S

uite

3

00

Este

ro

, F

lo

rid

a 3

39

28

En

gin

ee

rin

g B

usin

ess N

o. 2

42

9

_

__

__

__

__

__

__

__

__

__

__

__

_

D

AT

E _

__

__

__

__

__

__

_

D-401

NE

W C

HLO

RIN

E S

CR

UB

BE

R

PLA

N

TCW

GM

TCW

Sheet

PLAN

SCALE: 3/8"=1'-0"

N

0

SCALE:

16' 32' 64'

3/8" = 1'-0"

8'-4" 8'-4" 8'-4"

NOTES:

1. EXACT CONFIGURATION AND ORIENTATION OF THE PROPOSED CHLORINE

SCRUBBER MAY VARY DEPENDING ON THE MANUFACTURER WHICH IS

SELECTED.

2. MODIFICATIONS TO THE PIPING PLAN SHOWN HEREIN MAY BE REQUIRED AND

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT THEIR EXPENSE.

3. CONTRACTOR SHALL SUBMIT A PROPOSED PIPING LAYOUT FOR REVIEW AND

APPROVAL ONCE THE APPROVED SCRUBBER MANUFACTURER HAS BEEN

SELECTED.

4. THE INSTALLATION OF THE PROPOSED CHLORINE SCRUBBER SHALL BE

COMPLETED IN A TIMELY FASHION WITH THE PLANT IN OPERATION. THE

CONTRACTOR SHALL PROCEED WITH THE WORK DILIGENTLY AND WITHOUT

DELAY.

PIPE SUPPORT DETAIL

MODEL NO.

FAN

RPM

DRIVE

H.P.

DISCHARGE ORIENTATION

CFM S.P.

FAN SCHEDULE

TYPE

WHEEL MATERIAL

INLET DBA

AREA SERVED

TAG

INLET SIZE

(in.)

NYB FRP FUME EXHAUSTER

1371

3Ø

10BELT

460v

UPBLAST14,000

1.5" CENTRIFUGAL86

CHLORINE ROOM

EF-1 30*

V/PH

*CONTRACTOR SHALL VERIFY INLET SIZE IN FIELD PRIOR TO ORDERING,

FABRICATION, AND INSTALLATION.

1

1

1

10

4/0

2/1

9U

PD

AT

ED

P

ER

A

DD

EN

DU

MS

JC

EXISTING

CHLORINE

BUILDING

LADDER WITH SAFETY CAGE

ACCESS

PLATFORM WITH

RAILING

MEDIA BED

24" FRP PIPING

24" ACCESS MANWAY

PIPE SUPPORT (TYP., SHEET D-401)

EXST SUMP PUMP

SIDE

ACCESS

MANWAYEXST

RETAINING

WALL

PROP.

ACTUATOR

EXST BLOWER STACK TO REMAIN,

CONTRACTOR TO MODIFY INLET AND

OUTLET CONNECTIONS AS NECESSARY TO

CONNECT TO PROP. BLOWER

PROP. BLOWER, SEE

EQUIPMENT SCHEDULE

SHEET D-401

PROVIDE LOCKABLE

SAFETY GATE AT BOTTOM

OF MANWAY

PROP. 18" MOTOR

OPERATED DAMPER

3'-0"

LADDER WITH SAFETY CAGE

ACCESS PLATFORM WITH RAILING

MEDIA BED

24" DISCHARGE WITH BIRDSCREEN

EXHAUST SENSOR

BLOWER FAN

BLOWER

SIDE

ACCESS

MANWAY

4'-0"

24" FRP PIPING

EXST SUMP PUMP

SAMPLE PORTS

(QTY. VARIES BY MFR.)

24" ACCESS MANWAY

FLEX CONNECTOR

316 SSTANCHORS

FROM CHLORINE

STORAGE ROOM

EXST

RETAINING

WALL

PIPING AND

VALVE

Checked By:

Drawn By:

Project No.:

Designed By:

ww

w.te

tra

te

ch

.co

m

MA

RK

DA

TE

DE

SC

RIP

TIO

NB

Y

4/3

/2

01

9 2

:1

1:5

9 P

M - P

:\IE

R\0

84

86

\2

00

-0

84

86

-1

80

11

\C

AD

\S

HE

ET

FIL

ES

\D

-4

02

N

EW

C

HL

OR

IN

E S

CR

UB

BE

R S

EC

TIO

NS

.D

WG

- C

YR

, S

TE

VE

1

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch

Co

pyrig

ht: T

etra

T

ech

200-08486-18011

EM

ER

GE

NC

Y C

HL

OR

IN

E

SC

RU

BB

ER

R

EP

LA

CE

ME

NT

CO

LLIE

R C

OU

NT

Y

10

60

0 C

HE

VR

OL

ET

W

AY

, S

UIT

E 3

00

ES

TE

RO

, F

LO

RID

A 3

39

28

Ph

: (2

39

) 3

90

-1

46

7 F

ax: (2

39

) 3

90

-1

76

9

Tyler C

harles W

ainright, P

.E

.

P.E

. N

o. 80476, F

L

10

60

0 C

he

vro

le

t W

ay, S

uite

3

00

Este

ro

, F

lo

rid

a 3

39

28

En

gin

ee

rin

g B

usin

ess N

o. 2

42

9

_

__

__

__

__

__

__

__

__

__

__

__

_

D

AT

E _

__

__

__

__

__

__

_

D-402

NE

W C

HLO

RIN

E S

CR

UB

BE

R

SE

CT

IO

N

TCW

GM

TCW

Sheet

SECTIONB

D-401

SCALE: 3/8"=1'-0"

SECTIONA

D-401

SCALE: 3/8"=1'-0"

NOTES:

1. CHLORINE SCRUBBER AND

APPURTENANCES SHOWN HEREIN ARE

TYPICAL AND MAY VARY BY

MANUFACTURER.

10

4/0

2/1

9U

PD

AT

ED

P

ER

A

DD

EN

DU

MS

JC

1

DETAIL NOT USED DETAIL NOT USED

DETAIL NOT USEDMECHANICAL DETAIL DETAIL NOT USED

DETAIL NOT USED DETAIL NOT USED

MECHANICAL DETAIL

V

I

E

W

N

O

T

U

S

E

D

V

I

E

W

N

O

T

U

S

E

D

V

I

E

W

N

O

T

U

S

E

D

V

I

E

W

N

O

T

U

S

E

D

V

I

E

W

N

O

T

U

S

E

D

V

I

E

W

N

O

T

U

S

E

D

Checked By:

Drawn By:

Project No.:

Designed By:

ww

w.te

tra

te

ch

.co

m

MA

RK

DA

TE

DE

SC

RIP

TIO

NB

Y

4/3

/2

01

9 2

:1

2:0

8 P

M - P

:\IE

R\0

84

86

\2

00

-0

84

86

-1

80

11

\C

AD

\S

HE

ET

FIL

ES

\C

-5

0X

S

TA

ND

AR

D D

ET

AIL

S.D

WG

- C

YR

, S

TE

VE

1

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch

Co

pyrig

ht: T

etra

T

ech

200-08486-18011

EM

ER

GE

NC

Y C

HL

OR

IN

E

SC

RU

BB

ER

R

EP

LA

CE

ME

NT

CO

LLIE

R C

OU

NT

Y

10

60

0 C

HE

VR

OL

ET

W

AY

, S

UIT

E 3

00

ES

TE

RO

, F

LO

RID

A 3

39

28

Ph

: (2

39

) 3

90

-1

46

7 F

ax: (2

39

) 3

90

-1

76

9

Tyler C

harles W

ainright, P

.E

.

P.E

. N

o. 80476, F

L

10

60

0 C

he

vro

le

t W

ay, S

uite

3

00

Este

ro

, F

lo

rid

a 3

39

28

En

gin

ee

rin

g B

usin

ess N

o. 2

42

9

_

__

__

__

__

__

__

__

__

__

__

__

_

D

AT

E _

__

__

__

__

__

__

_

D-501

ME

CH

AN

IC

AL D

ET

AILS

----

TCW

GM

TCW

2PDT

20A, 120/277 V DIMMER SWITCH

600V, 2P, 3W, SIMPLEX WELDING

5-15R

125V, 2P, MULTI-RECEPTACLE

6-50R250V, 2P, SIMPLEX, 3W, 50A

6-20R

L14-20R

208V, 3P, SIMPLEX, 4W, LOCKING

L9-50R

250V, 2P, SIMPLEX, 3W, 20A

GENERAL NOTES:

20A, 120/277 V SWITCH

WIRING DEVICE SCHEDULE

20A, 120/277 V SWITCH

20A, 120/277 V SWITCH

20A, 120/277 V SWITCH

4 WAY

3 WAY

SPST

10-50 R

5-20 R

5-20 R

1-15 R

TYPE

RANGE

HANGER

CLOCK

TYPE

NEMA

125/250V, 3P, SIMPLEX, 3W,

125V, 2P, DUPLEX, 3W

125V, 2P, SIMPLEX, 3W

125V, 2P, SIMPLEX,

DESCRIPTIONSYMBOL

1. ELECTRICAL MATERIALS AND EQUIPMENT ITEMS SHOWN IN LIGHT LINE WEIGHTS

BACKGROUND PLAN AND ONE LINE SYMBOLS

277V, 2P, DUPLEX, 3W

7-15R

THIS CONTRACT.

MATERIALS AND EQUIPMENT ITEMS SHOWN IN HEAVY LINE WEIGHTS ARE NEW

ON THE DRAWINGS ARE EXISTING ITEMS TO REMAIN. ELECTRICAL

2. ITEMS SHOWN CROSSHATCHED ON THE DRAWINGS ARE EXISTING ITEMS TO BE

REMOVED.

3. FOR ITEMS INDICATED AS "FIELD LOCATE" CHECK DRAWINGS OF OTHER TRADES

(IN PARTICULAR PIPING AND STRUCTURAL) FOR INTERFERENCE AND FOR LOCATIONS

OF MOUNTING FLANGES, CONNECTION POINTS, ETC.

4. INSTALL A SINGLE CONDUCTOR INSULATED (RHW, THHN, OR XHHW) COPPER

GROUND WIRE IN EACH CONDUIT, SIZE AS SHOWN ON DRAWINGS OR AS A

MINIMUM PER THE NATIONAL ELECTRICAL CODE. THIS GROUND WIRE SHALL BE

CONNECTED AT EACH END TO THE EQUIPMENT GROUND. CONDUIT SHALL BE 3/4" MIN.

5. THE FOLLOWING COMPONENT IDENTIFICATION SHALL BE USED AS APPROPRIATE:

(F) FIELD MOUNTED, NOT AT STARTER OR OTHER CONTROL PANELS.

(S) STARTER PANEL MOUNTED.

(MCP) AT MAIN CONTROL PANEL.

(1) AT CONTROL PANEL NO. 1

(2) AT CONTROL PANEL NO. 2

(TCP) AT TEMPERATURE CONTROL PANEL.

LOW VOLTAGE DISCONNECT SWITCH

DESCRIPTIONSYMBOLDESCRIPTIONSYMBOL

SEE CIRCUITS FOR SPECIFIC TYPE

CONTROL SWITCH (SEL. OR P.B.)

C

3

4

2P

D

OE

DB

E

EMERGENCY BATTERY PACK

HIGH INTENSITY DISCHARGE LIGHT

WALL MOUNTED LIGHT FIXTURE

LIGHT FIXTURE

EM

TCP

K

EXIT

CP

JB

HS

VC

HS

DS

LBWSA

LC

F C

UG

R

304

1/8

SEE CIRCUITS FOR SPECIFIC TYPE

FLOAT SWITCH - FLOW SWITCH

TEMPERATURE - HUMIDISTAT SWITCH

LIMIT - PRESSURE - VACUUM SWITCH

ELECTRICAL OR MECHANICAL ALTERNATOR

(SEE WIRING)

(SUBSCRIPT = NO. OF STAGES)

OVERLOAD SWITCH OR DEVICE

TERMINAL BOX

SOLENOID VALVE

PHOTOCELL LINE VOLTAGE

ITEM NO. INTERCOM EQUIPMENT

INTERCOMMUNICATION SYSTEM

AMPLIFIER - WALL STATION - LINE BALANCE

INTERCOMMUNICATION DESK SET

INTERCOM. SPEAKER (SURFACE MTD.)

INTERCOM. SPEAKER (CEILING LAY-IN)

TELEPHONE OUTLET - 1"C.(2)CAT 6 CABLES

WELDING RECEPTACLE - NEMA L9-50R

600V, 2P, 3W, SIMPLEX

LOW VOLTAGE FUSE (BELOW 600V)

(2S,2W) TWO SPEED, TWO WINDING

600V, 3 POLE MOLDED CASE CIRCUIT

BREAKER, FRAME & RATING AS SHOWN

SINGLE PHASE, FRACTIONAL HP MOTOR

THREE PHASE LOAD WITH IDENTIFICATION

HIGH VOLTAGE FUSE (ABOVE 600 V)

TAG NO. (BALLOON) FOR DEVICE INDICATED

FOR POWER (SEE GEN. NOTE 4)

3/4"C(2/C#18 SHLD.)CONDUIT AND WIRE

RUN FROM DEVICE INDICATED TO

LOCATION INDICATED

CAPACITOR, 3 PHASE, SIZE AS INDICATED

DISCONNECT SWITCH

(F) = FUSED (C) = CIRCUIT BREAKER

(BACKGROUND DRAWINGS ONLY)

FUSED UNLESS NOTED (CIRCUIT BREAKER)

COMBINATION LIGHTING CONTACTOR

WITH HAND-OFF-AUTO SWITCH

MANUAL STARTER

(R) = REVERSING

CONTROL PANEL

TEMPERATURE CONTROL PANEL

UNIT HEATER, 1/8 HORSEPOWER

600 VOLT FEEDER BUS DUCT

(AMPERAGE AS INDICATED)

LIGHTNING ARRESTOR

NEMA 4 WATERTIGHT

NEMA 4X WATERTIGHT AND CORROSION PROOF

NEMA 7

EXPLOSION PROOF -

CLASS I, DIVISION I, GROUP D

NEMA 9

EXPLOSION PROOF -

CLASS II, DIVISION 1

AS NOTED (LIGHTING PANEL, CONTROL PANEL,

DISTRIBUTION PANEL ETC.) WALL MOUNTED

JUNCTION BOX

HEATER

CABLE REEL

TRANSFORMER

CONDUIT WITH CONDUIT SEAL FITTING

CONDUIT EXPOSED

CONDUIT CONCEALED

DIRECT BURIED CONDUIT

1 2 3

4 5 6

CONCRETE ENCASED DUCT BANK, WITH

CABLE LOCATIONS AND SPARE DUCTS AS

INDICATED ON DRAWINGS

LOW VOLTAGE HOME RUNS

120/208 V 120/240 V (SEE GEN. NOTE 4)

A-3

A-3

A-3

MCP OR

CP-1

FT

10

FT

10

A

1

1/2

2S,2W

SIZE 2

UH-19

BUS DUCT

INTERCOM VOLUME CONTROL

INTERCOM SPEAKER - SURFACE MOUNTED

INTERCOM HANDSET - SURFACE MOUNTED

WITH REMOTE SPEAKER AMPLIFIER

INTERCOM HANDSET - FLUSH MOUNTED

WITH REMOTE SPEAKER AMPLIFIER

TO LOCATION INDICATED (SEE GEN. NOTE 4)

MAGNETIC STARTER

COMBINATION MAGNETIC STARTER

EXIT LIGHT

KEYLOCKDIRECT BURIED CABLE

OVERHEAD LINE

UNDERGROUND DUCT BANK

SD SMOKE DETECTOR

3

FVR

2

RV

1

(RV) REDUCED VOLTAGE

(FVR) FULL VOLTAGE REVERSING

OTHERWISE INDICATED

VOLTAGE NON-REVERSING UNLESS

ALL STARTERS SHALL BE FULL

DESCRIPTIONSYMBOLDESCRIPTIONSYMBOL

LATCHING CABLE SWITCH

U

CR

L

CR

T

X2X1

ETI

1

O

R

PRESS. ACTUATED SWITCH

FLOAT ACTUATED SWITCH

FLOW ACTUATED SWITCH

TEMP. ACTUATED SWITCH

TIME-DELAY FUSE

CONTROL RELAY COIL

TWO COIL LATCHING RELAY

TIMING RELAY COIL

120 VAC TRANSFORMER

SELECTOR SWITCH OPERATOR

WITH FUNCTION SHOWN

FIELD LOCATED STOP BUTTON

SOLENOID OR CLUTCH

ELAPSED TIME INDICATOR

MAINTAINED PUSH-PULL

OPERATOR

MAINTAINED STOP-START

PUSHBUTTON OPERATOR

ZERO SPEED OR ANTI-

PLUGGING SWITCH

LIMIT SWITCH-

NORMALLY OPEN

LIMIT SWITCH-

NORMALLY CLOSED

LIMIT SWITCH-NORMALLY

CLOSED-HELD OPEN

LIMIT SWITCH-NORMALLY

OPEN-HELD CLOSED

CONTROL RELAY

CONTACT-NORMALLY OPEN

CONTROL RELAY

CONTACT-NORMALLY CLOSED

TIMED CLOSED CONTACT

ON ENERGIZATION

TIMED OPEN CONTACT

ON ENERGIZATION

TIMED OPEN CONTACT

ON DE-ENERGIZATION

TIMED CLOSED CONTACT

ON DE-ENERGIZATION

MOMENTARY PUSHBUTTON

OPERATOR-NORMALLY OPEN

MOMENTARY PUSHBUTTON

OPERATOR-NORMALLY CLOSED

PUSHBUTTON OPERATOR

WITH MUSHROOM HEAD

PUSH-TO-TEST

INDICATING LIGHT

MAINTAINED STOP-

MOMENTARY START

PUSHBUTTON (JOG)

LOCAL TERMINALS WITH

EXTERNAL WIRING

TIMING RELAY

H A

INST.

INST.

(F)

CR

INSTANTANEOUS CONTACTS

CONTROL CIRCUIT & PILOT DEVICE LEGEND

PC

TB

OS

ALT

VPL

MT

FLF

125V, 2P, DUPLEX, 3W RECEPTACLE INSTALLED ABOVE COUNTERTOP

5-20R

125V, 2P, QUAD, 3W RECEPTACLE

5-20R

M

SWITCHBOX MOTION SENSOR WITH MANUAL OVERRIDE

MMOTION SENSOR

POLE MOUNTED LIGHT FIXTURE

GROUND

TO NETWORK RACK

MT

SWITCH, MOMENTARY, SPRING RETURN TO CENTER

AA

AT

AF

AFF

AFG

AISC

CB

C

B

C

CS

CP

CL2

CKT

CCB

AWG

BKR

CPT

ATS

CO

D

EF

F

EX

E

F

ETM

CTRL

DRB

DWG

DPDT

EXST

FIT

FB

FS

G

GFI

HH H

FVNR

GCB

GEN

G,GND

GFDR

HZ

J

KV

KW

K

HSP

J-BOX

kcmil

HPS

KWH

KVA

LTG

MBM

MH

MCC

MCP

MCB

LTNG PROT

MOV

MTR

L LOS

HOA

CONSTANT SPEED

MOTOR CIRCUIT PROTECTOR, MAIN CONTROL PANEL

MOTOR BREAKER

MOTOR CONTROL CENTER

MAIN CIRCUIT BREAKER

KILOVOLT-AMPERE

KILOWATT

LIGHTING

KILOWATT-HOUR

LOCK-OUT-STOP

LIGHTNING PROTECTION

HERTZ

KILOVOLT

JUNCTION BOX

THOUSAND CIRCULAR MILLS

HIGH SERVICE PUMP

GROUND FAULT INTERRUPTER

GROUND

HANDHOLE

HAND/OFF/AUTOMATIC

HIGH PRESSURE SODIUM

GROUND FAULT DUPLEX RECEPTACLE

FLOW SWITCH

FULL VOLTAGE NON-REVERSING

GENERATOR CIRCUIT BREAKER

GENERATOR

FLOW INDICATING TRANSMITTER

EXHAUST FAN

EXISTING

FUSE

ELAPSED TIME METER

EXPLOSION PROOF

FUSE BLOCK

CONTROL

DRAWING

CONDUIT ONLY

DOUBLE POLE DOUBLE THROW

DUPLEX RECEPTACLE BREAKER

AMP TRIP

CHLORINE

CIRCUIT

CONTROL PANEL

CONTROL POWER TRANSFORMER

CONTROL CIRCUIT BREAKER

BREAKER

CONDUIT

AUTOMATIC TRANSFER SWITCH

AMERICAN WIRE GAUGE

CIRCUIT BREAKER

AMP

AMP FRAME

ABOVE FINISHED FLOOR

ABOVE FINISHED GRADE

AMPERE INTERRUPTING CAPACITY, SYMMETRICAL

MOTOR OPERATED VALVE

MOTOR

METAL HALIDE, MANHOLE

O

PM

P

PB

P

OL

OCA

OSC

NFPA

NEC

O/O

PLC

PR

RR

RR

RECPT

RAL

PNL

PWR

PVC

RMS

RGS

SF

SS

SW

SSSS

SST

RVS

RTU

SMC

SYM

SWBD

TYP

TTS

U

TCB

TDR

TSP

TDODE

TPDT

UGND

TVSS

TB T

V V

WP

W W

X

VS

UPS

UON

VFD

XMTR

XFMR

UL

OPEN/CLOSE/AUTO

SOLID STATE SOFT START

THERMAL TERMINAL STRIP

UNINTERRUPTIBLE POWER SYSTEM

VOLT

TYPICAL

UNLESS OTHERWISE NOTED

UNDERWRITERS LABORATORIES

UNDERGROUND

TRANSIENT VOLTAGE SURGE SUPPRESSION

TWISTED SHIELDED PAIR

TIE CIRCUIT BREAKER

TIME DELAY RELAY

TIME DELAY ON DE-ENERGIZED

TRIPLE POLE DOUBLE THROW

SWITCH

TERMINAL BLOCK

SYMMETRICAL

SWITCHBOARD

STAINLESS STEEL

RETURN, RELAY

REVERSE

SUPPLY

SUPPLY FAN

REMOTE TERMINAL UNIT

SMART MOTOR CONTROLLER - SOLID STATE STARTER

ROOT MEAN SQUARE

RIGID GALVANIZED STEEL

RECEPTACLE

RATE OF RISE

RIGID ALUMINUM

PROGRAMMABLE LOGIC CONTROLLER

PANEL

PAIR

POWER

POLYVINYL CHLORIDE

PHASE MONITOR

POLE

OVERLOAD

PULL BOX, PANIC BUTTON,POWER BLOCK

OPEN/STOP/CLOSE

ON/OFF

NATIONAL FIRE PROTECTION ASSOCIATION

NATIONAL ELECTRICAL CODE

TRANSMITTER

TRANSFORMER

WIRE

WEATHERPROOF

VARIABLE SPEED

VARIABLE FREQUENCY DRIVE

N N NEUTRAL

CTLS CONTROLS

SACP SECURITY ALARM CONTROL PANEL

TTB TELEPHONE TERMINAL BOARD

ABBREVIATIONS

RTD RESISTANCE TEMPERATURE DETECTOR

TCIP TRANSMISSION CONTROL INTERNET PROTOCOL

Checked By:

Drawn By:

Project No.:

Designed By:

ww

w.te

tra

te

ch

.co

m

MA

RK

DA

TE

DE

SC

RIP

TIO

NB

Y

4/3

/2

01

9 2

:1

2:1

5 P

M - P

:\IE

R\0

84

86

\2

00

-0

84

86

-1

80

11

\C

AD

\S

HE

ET

FIL

ES

\E

-0

01

E

LE

CT

RIC

AL

L

EG

EN

D A

ND

A

BB

RE

VIA

TIO

NS

.D

WG

- C

YR

, S

TE

VE

1

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch

Co

pyrig

ht: T

etra

T

ech

200-08486-18011

EM

ER

GE

NC

Y C

HL

OR

IN

E

SC

RU

BB

ER

R

EP

LA

CE

ME

NT

CO

LLIE

R C

OU

NT

Y

10

60

0 C

HE

VR

OL

ET

W

AY

, S

UIT

E 3

00

ES

TE

RO

, F

LO

RID

A 3

39

28

Ph

: (2

39

) 3

90

-1

46

7 F

ax: (2

39

) 3

90

-1

76

9

E-001

ELE

CT

RIC

AL LE

GE

ND

AN

D A

BB

RE

VIA

TIO

NS

TAC

TAC

BRW

EXISTING CHLORINE

SCRUBBER SYSTEM,

REFER TO D-101 FOR

DEMOLITION PLAN

EXISTING

PANEL LP-LE

EXISTING

PANEL LP-LD

EXISTING PB

CHEM PB

EXISTING CHLORINE

BUILDING CONTROL

PANEL (CBCP)

EXISTING

CHEMICAL

ROOM

EXISTING

CHEMICAL

FEED ROOM

EXISTING

CHLORINE

BUILDING

EXISTING

ACTUATOR

EXISTING CHLORINE

DETECTION PANEL

EXISTING CHLORINE

STORAGE EXHAUST

FAN/LOUVER STARTER

AND CONTROL PANEL

EXISTING BLOWER

DISCONNECT SWITCH

(TO REMAIN)

Checked By:

Drawn By:

Project No.:

Designed By:

ww

w.te

tra

te

ch

.co

m

MA

RK

DA

TE

DE

SC

RIP

TIO

NB

Y

4/3

/2

01

9 2

:1

2:3

1 P

M - P

:\IE

R\0

84

86

\2

00

-0

84

86

-1

80

11

\C

AD

\S

HE

ET

FIL

ES

\E

-1

01

E

LE

CT

RIC

AL

S

IT

E A

ND

D

EM

OL

IT

IO

N P

LA

N.D

WG

- C

YR

, S

TE

VE

1

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch

Co

pyrig

ht: T

etra

T

ech

200-08486-18011

EM

ER

GE

NC

Y C

HL

OR

IN

E

SC

RU

BB

ER

R

EP

LA

CE

ME

NT

CO

LLIE

R C

OU

NT

Y

10

60

0 C

HE

VR

OL

ET

W

AY

, S

UIT

E 3

00

ES

TE

RO

, F

LO

RID

A 3

39

28

Ph

: (2

39

) 3

90

-1

46

7 F

ax: (2

39

) 3

90

-1

76

9

E-101

ELE

CT

RIC

AL S

IT

E

AN

D D

EM

OLIT

IO

N P

LA

NS

TAC

TAC

BRW

Sheet

REMOVE AND REPLACE

EXISTING ACTUATOR,

RETAIN EXISTING

CONDUIT AND WIRE

FOR REUSE.

ELECTRICAL SITE PLAN

SCALE: 1/4"=1'-0"

REMOVE EXISTING SCRUBBER, PUMPS,

FANS, ELECTRICAL, AND MISCELLANEOUS

EQUIPMENT, RETAIN CONDUIT AND WIRE

FOR REUSE.

N

DEMOLITION NOTES:

1. REMOVE EQUIPMENT ASSOCIATED WITH THE

EQUIPMENT THAT IS HATCHED.

2. RETAIN CONDUIT AND WIRE FOR REUSE.

DISCONNECT AND REMOVE

BLOWER MOTOR. RETAIN EXISTING

CONDUIT AND WIRE FOR REUSE.

EXISTING DISCONNECT

SWITCH AND CONDUIT TO

REMAIN AND BE REUSED.

AI

1

1"C(2/C#16TSP)

1"C(4#14)

CL2

BLOWER (40 HP)

BLOWER EXHAUST

1

ACTUATOR

1

EXISTING DISCONNECT SWITCH

GROUND ROD,

SEE DETAIL THIS

SHEET

BOND TO EXISTING

COUNTERPOISE

SCRUBBER

CONTROL PANEL,

(MANUFACTURER

PROVIDED) RACK

MOUNT, SEE DETAIL

THIS SHEET

1 1/4"C(3#4, #8G)

1 1/2"C(3#3, #8G)

(EXISTING)

PB: 25,27,29

1

Checked By:

Drawn By:

Project No.:

Designed By:

ww

w.te

tra

te

ch

.co

m

MA

RK

DA

TE

DE

SC

RIP

TIO

NB

Y

4/3

/2

01

9 2

:1

2:5

2 P

M - P

:\IE

R\0

84

86

\2

00

-0

84

86

-1

80

11

\C

AD

\S

HE

ET

FIL

ES

\E

-4

01

N

EW

C

HL

OR

IN

E S

CR

UB

BE

R P

OW

ER

P

LA

N.D

WG

- C

YR

, S

TE

VE

1

A

B

C

D

E

F

2 3 4 5 6 7

Bar Measures 1 inch

Co

pyrig

ht: T

etra

T

ech

200-08486-18011

EM

ER

GE

NC

Y C

HL

OR

IN

E

SC

RU

BB

ER

R

EP

LA

CE

ME

NT

CO

LLIE

R C

OU

NT

Y

10

60

0 C

HE

VR

OL

ET

W

AY

, S

UIT

E 3

00

ES

TE

RO

, F

LO

RID

A 3

39

28

Ph

: (2

39

) 3

90

-1

46

7 F

ax: (2

39

) 3

90

-1

76

9

E-401

NE

W C

HLO

RIN

E S

CR

UB

BE

R

ELE

CT

RIC

ALP

LA

N

TAC

TAC

BRW

Sheet

ELECTRICAL PLAN

SCALE: 1/4"=1'-0"

N

0

SCALE:

2' 4' 8'

1/4"=1'-0"

KEY NOTES:

1. RECONNECT POWER AND CONTROLS WIRING BACK

TO SOURCE.

45°

OF PAD MOUNTING

TYPICAL FOR TOP

FRONT

12

"M

IN

.

APPLICATION

SIDE OF PAD

MOUNTING

MIN., OR 3" STRUCTURAL CHANNEL

PLATE & NO. 12 GA. THICK STRUT

NO. 10 GA. GALVANIZED STEEL

RACK MOUNTED EQUIPMENT DETAIL

NO SCALE

36

" M

IN

.

24

" M

IN

.

CAST IRON VALVE BOX. TOP

CAST WITH LETTER "E".

FINISHED GRADE OR

PAVEMENT

3/4" GROUND ROD CONNECTOR

BRONZE U-BOLT TYPE

FILL TO LEVEL SHOWN

WITH SAND.

12" MINIMUM

#4/0 COPPER

GROUND CABLE.

3/4" x 10' GROUND ROD.

GROUND ROD INSPECTION AND

TEST WELL INSTALLATION DETAIL

NO SCALE

NOTES:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR

COORDINATING AND PROVIDING ALL CONNECTION

FOR NEW SCRUBBER. CONTRACTOR SHALL

COORDINATE WITH COUNTY, WHO WILL BE PROVIDING

INTEGRATION OF NEW SCRUBBER CONTROL PANEL

INTO EXISTING SCADA SYSTEM.

2. NEW SCRUBBER CONTROL PANEL SHALL HAVE

IDENTICAL CONTROLS AND ALARMS AS PREVIOUS

SCRUBBER CONTROL PANEL.

3. CONTRACTOR SHALL EXTEND BRANCH CIRCUIT FOR

CHLORINE SCRUBBER PANEL AS NECESSARY.

RECONNECT TO EXISTING 100A, 3P CIRCUIT BREAKER

IN PANEL "PB CHEM" CIRCUIT 25,27,29.