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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:
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200-08486-18011
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SITE PLAN AREA
(SEE SHEET 'D'
PROCESS SHEETS)
G-001
LO
CA
TIO
N M
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NE
RA
L N
OT
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, A
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DR
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G IN
DE
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CITY GATE DR.
CITY GATE BLVD.
CO
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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
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Tyler C
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.E
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P.E
. N
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D-001
PR
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TCW
GM
TCW
EXISTING
SCRUBBER
STRUCTURE
EXISTING
CHLORINE
BUILDING
13'-0"
7'-0"
Checked By:
Drawn By:
Project No.:
Designed By:
ww
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1
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Co
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200-08486-18011
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39
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7 F
ax: (2
39
) 3
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76
9
Tyler C
harles W
ainright, P
.E
.
P.E
. N
o. 80476, F
L
10
60
0 C
he
vro
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t W
ay, S
uite
3
00
Este
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39
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D-101
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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
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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:
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2 3 4 5 6 7
Bar Measures 1 inch
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__
__
__
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_
D
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__
__
_
D-401
NE
W C
HLO
RIN
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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
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9U
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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:
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1
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B
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D
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2 3 4 5 6 7
Bar Measures 1 inch
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Tyler C
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. N
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D-402
NE
W C
HLO
RIN
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CR
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BE
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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
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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
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W
N
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U
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D
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N
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D
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N
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U
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D
V
I
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W
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T
U
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W
N
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U
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D
Checked By:
Drawn By:
Project No.:
Designed By:
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S.D
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1
A
B
C
D
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F
2 3 4 5 6 7
Bar Measures 1 inch
Co
pyrig
ht: T
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200-08486-18011
EM
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A 3
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Ph
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7 F
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9
Tyler C
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ainright, P
.E
.
P.E
. N
o. 80476, F
L
10
60
0 C
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3
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Este
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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:
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A
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C
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2 3 4 5 6 7
Bar Measures 1 inch
Co
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200-08486-18011
EM
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NC
Y C
HL
OR
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SC
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10
60
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HE
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W
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28
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9
E-001
ELE
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ND
AN
D A
BB
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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
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.co
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MA
RK
DA
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NB
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4/3
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1
A
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Bar Measures 1 inch
Co
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200-08486-18011
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E-101
ELE
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RIC
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AN
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N P
LA
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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
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ch
.co
m
MA
RK
DA
TE
DE
SC
RIP
TIO
NB
Y
4/3
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01
9 2
:1
2:5
2 P
M - P
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86
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84
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N
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OR
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CR
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BE
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P
LA
N.D
WG
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1
A
B
C
D
E
F
2 3 4 5 6 7
Bar Measures 1 inch
Co
pyrig
ht: T
etra
T
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200-08486-18011
EM
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GE
NC
Y C
HL
OR
IN
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SC
RU
BB
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LA
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ME
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CO
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60
0 C
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VR
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W
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, S
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RO
, F
LO
RID
A 3
39
28
Ph
: (2
39
) 3
90
-1
46
7 F
ax: (2
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) 3
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-1
76
9
E-401
NE
W C
HLO
RIN
E S
CR
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BE
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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.