DBEH_11-1535C_ITL_Potable_Water_Chemical_Injection_System.pdf

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PASS AND I.D.

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SPACE SHUTTLE

FACILITY

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LOCATION

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CAPE CANAVERAL AIR FORCE STATION

CAPE CANAVERAL, FLORIDA

SCALE:

VICINITY MAP

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SCALE:

LOCATION PLAN

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ITL POTABLE WATER

DBEH 11-1535C

CHEMICAL INJECTION

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DEFINITION DEPICTION

8" FIRE WATER

2" POTABLE WATER

4" POTABLE WATER

ABANDON IN PLACE

EX UG ELECTRIC

EX AERIAL ELECTRIC

EX COMMUNICATION

EX SANITARY SEWER

EX NATURAL GAS

EX STORM DRAIN

EX HIGH PRESSURE GAS

SILT FENCE

POST-INDICATOR VALVE

VALVE (EXISTING/PROPOSED)

BACKFLOW PREVENTER

FIRE HYDRANT (EXISTING/PROPOSED)

REDUCER

PLUG W/ 2" TAP

PIPE PLUG

HAY BALE

GROUT PLUG

HOSE BIB

AC TO PVC PIPE COUPLING

POTABLE WATER METER

E-OH

W

NG

SF

2'' W

8'' F

4'' W

W

AB - AUGER BORE

AC - ASBESTOS CEMENT

AG - ABOVE GROUND

AIP - ABANDON IN PLACE

ALUM - ALUMINUM

ARV - AIR RELEASE VALVE

AWWA - AMERICAN WATER WORKS ASSOCIATION

BFP - BACKFLOW PREVENTER

BO - BLOW-OFF

BST - BELLSOUTH TELEPHONE

C&G - CURB & GUTTER

CES - CIVIL ENGINEERING SQUADRON

CEVP - CIVIL ENGINEERING ENVIRONMENTAL PLANNING

CEVR - CIVIL ENGINEERING ENVIRONMENTAL RESTORATION

CCAFS - CAPE CANAVERAL AIR FORCE STATION

CI - CAST IRON

CLDI - CEMENT-LINED DUCTILE IRON

CLF - CHAIN LINK FENCE

COC - CERTIFICATE OF COMPLETION

CONC - CONCRETE

COMM - COMMUNICATION

CU. FT. - CUBIC FEET

DCVA - DOUBLE CHECK VALVE ASSEMBLY

DI - DUCTILE IRON

DIA - DIAMETER

DIP - DUCTILE IRON PIPE

DR - DIMENSIONAL RATIO

E - EAST

EL - ELEVATION

ELEC - ELECTRIC

EOP - EDGE OF PAVEMENT

EX - EXISTING

FL - FLANGE

FDC - FIRE DEPARTMENT CONNECTION

FDEP - FLORIDA DEPARTMENT ENVIRONMENTAL PROTECTION

FDOT - FLORIDA DEPARTMENT OF TRANSPORTATION

FM - FORCE MAIN

FO - FIBER OPTIC

FP&L - FLORIDA POWER & LIGHT

FT - FOOT/FEET

FW - FIRE WATER

G - GROUND

GALV - GALVANIZED

GV - GATE VALVE

INV - INVERT

IP - IRON PIPE

IRP - INSTALLATION RESTORATION PROGRAM

JBOSC - JOINT BASE OPERATIONS SUPPORT CONTRACT

LBS - POUNDS

LF - LINER FEET

MH - MANHOLE

MIN - MINIMUM

MJ - MECHANICAL JOINT

MW - MONITORING WELL

N - NORTH

NA - NOT APPLICABLE

NFPA - NATIONAL FIRE PROTECTION ASSOCIATION

N&D - NAIL & DISK

OD - OUTSIDE DIAMETER

OH - OVERHEAD UTILITY

OHE - OVERHEAD ELECTRIC

OS&Y - OUTSIDE SCREW AND YOKE

ABBREVIATIONS:

(ALL MAY NOT BE USED)

PAIP - PREVIOUSLY ABANDONED IN PLACE

PE - PLANE END

PIV - POST INDICATOR VALVE

POC - POINT OF CONNECTION

POD - POINT OF DISCONNECTION

PP - POWER POLE

PROP - PROPOSED

PSF - POUNDS PER SQUARE FOOT

PSI - POUNDS PER SQUARE INCH

PVC - POLYVINYL CHLORIDE

PVMT - PAVEMENT

PW - POTABLE WATER

RED - REDUCER

RS - RESILIENT SEAT

R/W - RIGHT OF WAY

S - SOUTH

SD - STORM DRAIN

SJRWMD - ST. JOHN'S RIVER WATER MANAGEMENT DISTRICT

SPEC - SPECIFICATIONS

SQ - SQUARE

SQ FT - SQUARE FEET

STA - STATION

STSTL - STAINLESS STEEL

SS - SANITARY SEWER

SWPPP - STORM WATER POLLUTION PREVENTION PERMIT

SY - SQUARE YARD

TEL - TELEPHONE

TH - TEST HOLE

TYP - TYPICAL

UE - UNDERGROUND ELECTRIC

UG - UNDERGROUND

UON - UNLESS OTHERWISE NOTED

W - WEST

WP - WOOD UTILITY POLE

WTR - WATER

WWF - WELDED WIRE FABRIC

CIVIL LEGEND:

(BOLD NOTES NEW ITEMS)

SYSTEM, CCAFS

DRAWING INDEX

SHEET ID DESCRIPTION

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VICINITY MAP LOCATION PLAN AND DRAWING INDEX

CIVIL

CC-100

POTABLE WATER DISTRIBUTION SYSTEM

CC-500

PIPING SYSTEM

CC-501

CIVIL DETAILS 1

CC-502

CIVIL DETAILS 2

MECHANICAL

M-001

DETAIL LEGEND, NOTES AND ABBREVIATIONS

MD-101

MECHANICAL PLANS AND SECTIONS - DEMO

MC-101

MECHANICAL PLANS AND SECTIONS - NEW

ELECTRICAL

E-001

ELECTRICAL NOTES, LEGEND AND ABBREVIATION

ED-101

ELECTRICAL PLAN - DEMOLITION

EC-101

ELECTRICAL PLAN - NEW

E-601

PANEL SCHEDULES EXISTING AND NEW

E-602

SINGLE LINE DIAGRAM - EXISTING AND NEW

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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

OTHER

NONE

FDEP/IND. WASTE WATER

IRP

FDEP/FUEL TANK

NOI/SWPPP

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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

GROUNDWATER CONTAMINATION

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BASE OPERATIONS:

COMMUNICATIONS:

PROJECT MANAGER:

CHIEF, PROGRAMS FLIGHT:

USER:

SAFETY:

SECURITY FORCES:

ATO:

OTHER:

ENVIRONMENTAL:

FIRE:

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SCALE:

ITL WATER CHEMICAL SYSTEM

1" = 20'

60'40'20'0'20'

GRAPHIC SCALE 1" = 20'

PROJECT SCOPE FLAG NOTES:

1. 8" WATER MAIN CONNECTION - REMOVE PORTION OF 8" WATER MAIN AND SALVAGE EXISTING 8" GATE VALVE, PROVIDE, MAINTAIN EROSION CONTROL MEASURES AND BEST MAINTENANCE PRACTICES, 2-8"X8" MJ TEE EACH W/ 8" MJ RS GATE VALVE & VALVE BOX, 8" C-900 BLUE PVC PIPE, REUSE SALVAGE 8" MJ VALVE W/ NEW VALVE BOX, TEMPORARY 2-8" MJ PLUG W/ SAMPLE PORT, 8" MJ ANCHOR

FOLLOWER GLANDS, FLUSH WATER SYSTEM, AND RESTORE SERVICE. HAVE BASE PERFORM BACTERIA SAMPLING (SP 01 & 02) FOR OUTAGE REPORT.

2. 8" WATER SUPPLY & RETURN - SAW CUT, REMOVE, AND REPLACE ASPHALT PAVEMENT, PROVIDE TEMPORARY 2-8" MJ PLUG W/ JUMPER & SAMPLE PORT, 8" C-900 BLUE PVC PIPE, 2-8" MJ 90 BEND, 6-8" MJ 45

BEND, AND 8" MJ ANCHOR FOLLOWER GLANDS. PROVIDE REQUIRED SEPARATION & CLEARANCE DISTANCES FROM POTABLE WATER PIPING W/ PHOTOGRAPHIC DOCUMENTATION.

3. 8" ABOVEGROUND PIPING - REMOVE EXISTING PORTION 4" DI PIPE EXTERNAL AND THROUGH CHEMICAL BUILDINGS, SALVAGE IN PLACE 4" DI PIPE BETWEEN BUILDING, PROVIDE WALL CORES FOR NEW 8"

PIPE RUN, GROUT SEAL ABANDON 4" WALL OPENINGS, PAINT TO MATCH BUILDING COLOR, 2-8" FL DI RISER AND PIPE, 2-8" FL 45 BEND, 2-8" FL 90 BEND, 8" TURBINE METER W/ GALLON REGISTER PULSE, 8"X4" MJ TEE W/ 2" TAPED 4" BLIND FLANGE, PRESSURE SENSOR ASSEMBLY & AIR RELEASE VALVE ASSEMBLY, 8" FLANGE ADAPTORS W/ WEDGE ACTION RESTRAINT (NO SET SCREW RESTRAINT), 1.25"

WATER SUPPLY W/ SAFETY SHOWER, PIPE SUPPORTS, PIPE SUPPORTS, AND PAINT ALL ABOVEGROUND PIPING ASSEMBLY SAFETY BLUE.

4. WATER SYSTEM TESTING - COMPLETED WATER LINE MAY BE TESTED IN SMALLER ISOLATED SUBSECTIONS. TEMPORARY JUMPER WILL NEED TO BE RELOCATED TO FILL & FLUSH UNTESTED SECTIONS

DOWNSTREAM OF TESTED SUBSECTIONS. RFI FOR APPROVAL CHANGES TO TESTING SEQUENCE. PRESSURE TEST POTABLE WATER AT 150 PSI & LEAK TEST, CHLORINATE, FLUSH, AND BACTERIA TEST

POTABLE WATER SYSTEM (SP 03 & 04). UPON RECEIPT OF FDEP CLEARANCE PLACE CLEARED POTABLE WATER SYSTEM INTO SERVICE.

5. CHLORINE INJECTION SYSTEM - IN FACILITY 60688 PROVIDE 55GAL DRUM SPILL CONTAINMENT BASIN, PIPING & TUBING SUPPORTS, CHEMICAL INJECTION PUMP, PUMP WALL MOUNT SUPPORT, CHEMICAL

INJECTION PROBE, AND ELECTRICAL SERVICE.

6. AMMONIA INJECTION SYSTEM - IN FACILITY 70534 PROVIDE 55GAL DRUM SPILL CONTAINMENT BASIN, PIPING & TUBING SUPPORTS, CHEMICAL INJECTION PUMP, PUMP WALL MOUNT SUPPORT, CHEMICAL

INJECTION PROBE, AND ELECTRICAL SERVICE.

7. CHEMICAL MONITORING SYSTEM - PROVIDE 2-SAMPLING PROBE UPSTREAM OF METER AND INSIDE FACILITY 60688 TO DRAW WATER FOR TESTING, COPPER OR STAINLESS STEEL PIPING EXTERNAL OF

FACILITIES, 2-RESIDUAL CHLORINE MONITORS W/ CLOSED FLOW TEST CELL & CL TEST PROBE, PROGRAMMABLE LOGIC CONTROL.

8. TESTING WATER DRAIN SYSTEM - PROVIDE 2" SDR PVC GRAVITY DRAIN FOR CHEMICAL MONITORING SYSTEM WASTEWATER TO ADJACENT LIFT STATION, AIR GAP DISCHARGE TO DRAIN AND TRAP IN

DRAIN. PROVIDE REQUIRED SEPARATION & CLEARANCE DISTANCES FROM POTABLE WATER PIPING.

9. CHEMICAL BUILDING ELECTRICAL & COMMUNICATION SERVICE - SEE SHEET EC-101.

10. CHEMICAL BUILDING VENTILATION FAN - SEE SHEET MC-101

FLAG NOTE DETAILS:

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SCALE:

DEMOLITION AND RESTORATION

1" = 20'

CC-501

SCALE:

FDEP SAMPLING PLAN

1" = 20'

CC-501

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2-90° BEND (FLxFL)

FINISHED

GRADE

45° BEND (MJxMJ)

WITH RESTRAINED FLANGE (TYP)

4" CONCRETE PAD, WIDTH 18" ON EACH SIDE

OF PIPE, AND LENGTH 18" PAST UNDERGROUND

INTERFACE

AMMONIA

INJECTION

POST-CHEMICAL

TEST

FACILITY 70534

AMMONIA BUILDING

EXISTING 4" DI PIPE

USE AS CONDUIT

BETWEEN BUILDINGS

CHEMICAL TEST

AMMONIA DOSING PUMP

W/ 4 WAY VALVE &

ANTI-SIPHON VALVE

AT BASE OF TANK

PRE-CHEMICAL TEST

TURBINE METER

DOSING PUMP TO PLC CONNECTIONDOSING PUMP TO PLC CONNECTION

8" FL DUCTILE IRON PIPE

3/4" SCH 80 PVC PIPE & FITTINGS

- INTERIOR

SHOWER WATER

8"X1.5" TAPPING &

BALL VALVE

SAFETY SHOWER

NOTE:

1. ASSEMBLY IS TO BE PAINTED OSHA SAFETY BLUE.

2. ALL ABOVE GROUND BOLTS AND NUTS TO BE #304 STAINLESS STEEL.

3. 2" AND SMALLER PIPING - FREEZE PROTECT WITH FLEXIBLE ELECTROMETRIC

CELLULAR 2-LAYERS OF 3/4". MATERIAL SHALL BE FLEXIBLE EXPANDED

CLOSED-CELL STRUCTURE WITH SMOOTH SKIN ON BOTH SIDES AND 2 COATS OF

APPROVED PROTECTIVE COATING. FLEXIBLE MATERIAL SHALL BE IN

ACCORDANCE WITH ASTM C 534, TYPE II

AIR RELEASE VALVE

OS&Y RS GATE VALVE

FINISHED

GRADE

FINISHED

GRADE

W W W

OS&Y RS GATE VALVE

8" DI WATER PIPE

ZIP TIE CABLES TO PIPE & USE

OLD 4" PIPE AS CHASE BETWEEN

BUILDINGS

2" PVC DRAIN TO

LIFT STATION

METER, NH3 & CL

DOSE PUMP AND

TANK

PRE-DOSE WATER TO TEST

W/ IN LINE BALL VALVE

EXTERNAL WATER SOURCE

POST-DOSE WATER TO TEST

W/ IN LINE BALL VALVE

PLC

PRE & POST WATER TESTING

2-RESIDUAL CHLORINE MONITORS W/

CONSTANT-HEAD FLOWCELL, CHLORINE

SENSOR, & NEEDLE VALVE CONTROLLER,

MONITOR TO PLC CONNECTION

ELECTRICAL SERVICE

GFI 60HZ 100 V, 20 AMP

2" DRAIN TO LIFT STATION

W/ AIR GAP & TRAP

SECTION VIEW

ELECTRICAL SERVICE

GFI 60HZ 100 V, 20 AMP

METER, CHEMICAL DOSE PUMP,

AND DRUM CONTROL WIRE

DRUM LIQUID LEVEL SENSOR

RELOCATE BETWEEN

ACTIVE DRUM

2 - 55 GAL DRUMS ON SPILL

CONTAINMENT PALLET

1-55 GAL AMMONIA DRUM &

35-GAL PE W/ MOLDED RECESS &

FLOODED SUCTION BOTH ON

SPILL CONTAINMENT PALLET

METER TO PLC

CONTROL WIRE

CHLORINE INJECTION PUMP

ON DRUM SHELF

DRUM SENSOR TO

PLC CONTROL WIRE

BASIS OF DESIGN EQUIPMENT:

WATER METER:

NEPTUNE OR BADGER TURBINE METER

PROGRAMMABLE LOGIC CONTROLLER:

TBD

CHEMICAL DOSING PUMPS: MILTON ROY LMI

ELECTRONIC METERING PUMP, SERIES AA741-358SI

RESIDUAL CHLORINE MONITORS: ANALYTICAL TECHNOLOGY, INC.

RESIDUAL CHLORINE MONITOR Q46H/62-63

ULTRASONIC DRUM SENSOR: SSI TECHNOLOGIES

DIGITAL FLUID-TRAC (DFT-200) 24Vdc

DRUM OR TANK LEVEL SWITCH:

LMI 55 GAL 26731 & 35 GAL 27417

DRUM SHELF:

US FILTER EZ DRUM SHELF

PRESSURE SENSOR

TIE-IN TO BASE SCATA

SCADA

SCADA TO BASE COMM SYSTEM

ELECTRICAL SERVICE

VENTILATION FAN

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SCALE:

CHEMICAL BUILDING SECTION

NONE

CC-500

SCALE:

CHEMICAL CONTROL SECTION

NONE

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SCALE:

CHEMICAL DOSING SYSTEM SECTION

NONE

B

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AMMONIA INJECTION PUMP

ON FLOODED SUMP MOUNT

DRAW FROM BOTTOM OF

TANK

DRUM SHELF W/ DRUM SAFETY

WAND AND CHEMICAL PUMP

DRUM SAFETY WAND

SUCTION TUBE

STRAIGHTENER

CHLORINE TANK LOW-LEVEL

SWITCH

EXPANSION MATERIAL

WRAP

CONCRETE CORE ALL

NEW WALL PENETRATIONS

AND GROUT VOID PIPE TO

WALL SPACE AND

ABANDON PIPE & FAN

PENETRATIONS

ABANDON FAN

PENETRATIONS

PAINT ALL ABOVE GROUND PIPE &

SUPPORTS SAFETY BLUE

FULL JOINT CENTERED

JOINT SPACING AT CROSSINGS

WATER MAIN

3' MINIMUM

ALTERNATE

WATER MAIN

CROSSINGS (1)

12" IS THE MINIMUM, EXCEPT FOR

STORM SEWER, THEN 6" IS THE

MINIMUM AND 12" IS PREFERRED

WATER MAIN

6" MINIMUM

12" PREFERRED

3' MINIMUM

WATER MAIN

HORIZONTAL SEPARATION

3' MINIMUM

10' PREFERRED

WATER MAIN

VACUUM TYPE

SANITARY SEWER

STORM SEWER,

STORMWATER FORCE MAIN

RECLAIMED WATER (2)

OTHER PIPE

LOCATION OF PUBLIC WATER SYSTEM MAINS IN ACCORDANCE WITH F.A.C. RULE 62-555.314

3' MINIMUM

ALTERNATE

WATER MAIN

6' MINIMUM

ALTERNATE

WATER MAIN

FULL JOINT CENTERED

WATER MAIN

12" IS THE MINIMUM, EXCEPT FOR

GRAVITY SEWER, THEN 6" IS THE

MINIMUM AND 12" IS PREFERRED

10' PREFERRED

6' MINIMUM (3)

WATER MAIN

GRAVITY OR PRESSURE

SANITARY SEWER,

SANITARY SEWER FORCE MAIN,

RECLAIMED WATER (4)

10 FT. MINIMUMON-SITE SEWAGE TREATMENT AND

DISPOSAL SYSTEM

1. WATER MAIN SHOULD CROSS ABOVE OTHER PIPE. WHEN WATER MAIN MUST BE BELOW OTHER PIPE, THE MINIMUM SEPARATION IS 12 INCHES.

2. RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.

3. 3 FT. FOR GRAVITY SANITARY SEWER WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST 6" ABOVE THE TOP OF THE GRAVITY SANITARY SEWER.

4. RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610.

5. SEE SHEET DEP1 FOR UTILITY SEPARATION LOCATIONS

FULL JOINT CENTERED

PRIME COAT

12" STABILIZED SUBBASE,

COMPACT TO 95% MODIFIED

PROCTOR DENSITY, MIN LBR 40

9" LIMEROCK BASE, COMPACT TO

98% MODIFIED PROCTOR DENSITY,

MIN LBR 100

2 COURSES OF ASPHALTIC CONCRETE, 1ST COURSE

1.5" FDOT TYPE S-I, 2ND COURSE 1.25" FDOT

TYPE S-III, PRIME COAT BETWEEN COURSES

6"

24" SOD

12"

6"

BACKFILL IN 8" LIFTS 95%

COMPACTION PRIOR TO

CONTINUING WITH

SUCCEEDING LAYER

BACKFILL IN 6" LIFTS

THOROUGHLY TAMPED TO

UNDISTURBED STABLE

SOIL MATERIAL

95% COMPACTION

TO CENTERLINE OF PIPE

BACKFILL LIGHTLY CONSOLIDATED

FLAT BOTTOM TRENCH

FINISHED GRADE - PROVIDE

NOTED SURFACE RESTORATION

WARNING TAPE

#10 INSULATED

SOLID COPPER WIRE

SCALE:

ASPHALT PAVEMENT

NONE

CC-501

SCALE:

TYPICAL TRENCH SECTION

NONE

CC-501

SCALE:

THRUST BLOCKS

NONE

CC-501

SCALE:

UTILITY SEPARATION

NONE

CC-501

TRENCH NOTES:

1. TRENCH SIDE SLOPE AND SHORING SHALL BE IN

ACCORDANCE WITH OSHA CONSTRUCTION STANDARDS

FOR EXCAVATION ( 29 CFR PART 1926.650 - .652, SUBPART

P).

2. COMPACTED BACKFILL MATERIAL SHALL BE FREE OF

ASPHALT, LARGE ROCKS (3" DIA. MAX.), WOOD, ROOTS AND

OTHER ORGANIC MATTER.

3. CONTRACTOR SHALL EXCAVATE BOTTOM OF TRENCH TO

ALLOW FOR BELL SECTION OF PIPE.

4. BACKFILL SHALL BE COMPACTED BENEATH THE

HAUNCHES OF THE PIPE USING MECHANICAL TAMPS. THIS

COMPACTION SHALL BE 95% OF MAXIMUM DENSITY AS

DETERMINED BY AASHTO T-180, O D.OR O.T.

SPECIFICATIONS WHICHEVER IS GREATER.

5. BASE MATERIALS SHALL BE EITHER OF THE SAME TYPE

AND COMPOSITION AS THE MATERIALS REMOVED OR

EQUAL OR GREATER STRUCTURAL ADEQUACY.

MIN 1'

O D

V A

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S

M

C

O V

E R

MIN 2' SEPARATION

SINGLE PIPE

TRENCH WALL

DUAL PIPE

TRENCH WALL

MAX. WATER LEVEL

PERMITTED DURING

CONSTRUCTION

SAW CUT BACK FOR CLEAN

EDGE PRIOR TO PAVING,

TACK COAT

TEMPORARY DRIVING SURFACE

12" CRUSHER RUN GRAVEL

COMPACTED IN PLACE

TYPICAL TRENCH SECTION

PAVEMENT CROSSING NOTES:

1. CLOSE ALL PAVEMENT UTILITY CROSSING TRENCH SAME DAY OF UTILITY INSTALLATION WORK.

2. PROVIDE AND MAINTAIN TEMPORARY PAVEMENT RESTORATION DURING BACKFILLING OF PAVEMENT

UTILITY TRENCHES.

WATER MAIN

3/4" TYPE "K"

COPPER SERVICE

3/4" CORP. STOP

SADDLE

3/4" CURB STOP

GRADE

SCALE:

WATER SAMPLE POINTS

NONE

CC-501

PLUG W/ 3/4" CORP STOP

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E n t e r p r i s e s

CHEMICAL SYSTEM SEQUENCE OF OPERATION

TURBINE METER TM-1 MONITORS FLOW, CHLORINE MONITOR CM-1 MONITORS INCOMING CHLORINE LEVEL AND CHLORINE MONITOR CM-2 MONITORS

OUTGOING CHLORINE LEVEL. FLOW AND CHLORINE LEVEL SIGNALS (4-20mA) SENT TO PLC.

NAOCL & NH3: FOR INCOMING CHLORINE LEVEL ABOVE 2.5 PPM: NO ACTION. FOR INCOMING CHLORINE LEVEL LESS THAN 2.5 PPM, PLC GENERATES

4-20mA SIGNAL TO NAOCL & NH3 CHEMICAL PUMP CP-1 & CP-2.

CP-1 & CP-2 ENABLED

IF CM-1 > 2.5 PPM: NO ACTION

IF CM-1 < 2.5 PPM: 4-20mA TO CP-1, CP-2 TO INCREASE CHLORINE LEVEL

NAOCL & NH3: FOR OUTGOING CHLORINE LEVEL ABOVE 3.5 PPM: NO ACTION. FOR OUTGOING CHLORINE LEVEL LESS THAN 3.5 PPM, PLC GENERATES

4-20mA SIGNAL TO NAOCL & NH3 CHEMICAL PUMP CP-1 & CP-2 TO MAINTAIN OUTGOING CHLORINE LEVEL BETWEEN 2.0 AND 3.5 PPM.

CP-1 & CP-2 ENABLED

IF CM-2 > 3.5 PPM: NO ACTION

IF CM-2 < 3.5 PPM: 4-20mA TO CP-1, CP-2 TO INCREASE CHLORINE LEVEL

FOR NAOCL LIQUID LEVEL SENSOR (LS-1) READING BELOW 6" THRESHOLD (EMPTY): NAOCL CHEMICAL PUMP (CP-1) AND NH3 CHEMICAL PUMP (CP-2) OFF

AND AMBER BEACON ON.

NAOCL:

IF LS-1 < 6 INCH: CP-1 OFF, CP-2 OFF, BEACON ON

IF LS-1 > 6 INCH: CP-1 ENABLED, CP-2 ENABLED, BEACON OFF

FOR NH3 LIQUID LEVEL SENSOR (LS-1) READING BELOW 6" THRESHOLD (EMPTY): NAOCL CHEMICAL PUMP (CP-1) AND NH3 CHEMICAL PUMP (CP-2) OFF

AND AMBER BEACON ON.

NH3:

IF LS-2 < 6 INCH: CP-1 OFF, CP-2 OFF, BEACON ON

IF LS-2 > 6 INCH: CP-1 ENABLED, CP-2 ENABLED, BEACON OFF

PLC I/O SIGNALS AND SET POINTS:

1. TM-1: FLOW 4-20mA 0-100 GPM

2. CM-1: CHLORINE IN 4-20mA >2.5 PPM: CP-1&2 OFF

3. CM-2: CHLORINE OUT 4-20mA >3.5 PPM: CP-1&2 OFF

4. LS-1: NAOCL LVL LOW <6": CP-1&2 OFF

5. LS-2: NH3 LVL LOW <6": CP-1&2 OFF

6. CP-1: NAOCL PUMP 4-20mA

7. CP-2: NH3 PUMP 4-20mA

8. BEACON CONTROL

TM - TURBINE METER

CM - CHLORINE MONITOR

LS - LEVEL SWITCH

CP - CHEMICAL PUMP

SCATA OUTPUT INFORMATION:

1. TOTALIZED WATER FLOW

2. CHLORINE IN LEVEL

3. CHLORINE OUT LEVEL

4. NAOCL & NH3 PUMPS ON OR OFF

SCALE:

CHEMICAL DOSING OPERATION

NONE

CC-501

CC-501

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NOTE: IF THE DEPTH OF THE VALVE NUT IS GREATER THAN 48" BELOW GRADE, OR 30" BELOW GRADE

AND UNDER THE WATER TABLE, A VALVE EXTENSION WILL BE REQUIRED. NAME PLATE WITH VALVE

OPERATION INFORMATION AND VALVE NUMBER TO BE INSTALLED ON ALL NEW VALVES. COORDINATE

WORK WITH CCAFS WATER AND WASTE DEPT.

SCALE:

BURIED VALVE

NONE

CC-502

FINISHED GRADE

OPEN

CI VALVE BOX

3'x3'x4" CONCRETE PAD INDICATE

PIPE SIZE AND FLOW DIRECTION IN

BLUE PAINT

2" SQ. OPERATOR VALVE

(OPEN CLOCKWISE)

#10 AWG INSULATED

SOLID COPPER WIRE

18"x18"x3"

CONCRETE PAD

IF POURED IN PLACE

WRAP VALVE IN

VISQUEEN

POST INDICATOR

VALVE NOTES:

PAINT POTABLE WATER VALVE BOX COVERS BLUE.

PAINT FIRE WATER VALVE BOX COVERS & POST INDICATORS RED.

SCRIBE IN WET POURED CONCRETE PAD WATER LINE DIRECTIONS.

IMBEDDED WITHIN CONCRETE PAD, MIN 2" DIA T BRASS SURVEY MARKER FOR OTHERS TO

MARK OF VALVE NUMBER.

BRASS SURVEY

MARKER (TYP)

BRASS SURVEY

MARKER

CONCRETE PAD

COPPER WIRE

INSULATED

VALVE

NEW WATER PIPE

2" SERVICE SADDLE

(TYP 2 PLCS)

(TYP AS REQUIRED)

2" GALV PIPE

TO NEW SERVICE

EXISTING WATER MAIN

3/4" CURB STOP

2"x3/4" GALV TEE

90° GALV BEND

(TYP 2 PLCS)

(TYP 2 PLCS)

2" BRASS GATE VALVES

DOUBLE CHECK

2" THREADED GALV UNION

BACKFLOW PREVENTER

FLOW

SYSTEM TESTING NOTES:

BACKFLOW PREVENTION SHALL BE USED FOR FILLING NEW WATER SERVICE MAIN, FLUSHING, PROVIDING WATER FOR BACTERIOLOGICAL SAMPLING AND

MAINTAINING PRESSURE IN THE MAIN AFTER SUCCESSFUL BACTERIOLOGICAL TESTING. THE TIE-IN VALVE IS NOT TO BE OPERATED AND JUMPER IS NOT TO BE

REMOVED UNTIL CLEARANCE HAS BEEN OBTAINED FROM FLORIDA DEPT. OF ENV. PROTECTION. AFTER CLEARANCE, THE TIE-IN VALVE SHALL BE OPENED THE

JUMPER REMOVED AND THE MAIN THOROUGHLY FLUSHED UNDER THE SUPERVISION OF THE CONTRACTING OFFICER.

JUMPER BACKFLOW PREVENTION DEVICE AND PRESSURE TESTING GAGES SHALL BE CERTIFIED OPERABLE ACCURATE WITHIN THE LAST 12 MONTHS.

ATTACHMENT TO WATER MAINS MAY VARY LIKE FIRE HYDRANT HOSE CONNECTION, MAIN ISOLATION VALVES W/ TAPED BLIND FLANGE, OR SERVICE TAP, ECT...

U.F.#10

SCALE:

TEMPORARY JUMPER

NONE

CC-502

ALTERNATE CONNECTION

TO FIRE HYDRANT

ASPHALT SURFACE

BASE

3'X3'X6"

THICK CONC. PAD

TYP. EACH VALVE BOX.

3" DIA. BRONZE OR S.S. DISC

ANCHORED IN CONC.

#4 BARS

ALL AROUND

3" DIA. BRONZE OR STAINLESS STEEL

DISC ANCHORED IN CONC.

4" x 4" x 18" LONG (MIN.)

PRECAST POST WITH 3"

DIAMETER BRONZE DISC

SET IN GROUT AS SHOWN

ABOVE.

NOTES:

1. BRONZE OR S.S. IDENTIFICATION DISC SHALL BE REQUIRED FOR ALL VALVES.

VALVE BOX AND

COVER (TYP.)

TOP FLUSH WITH

FINISHED GRADE

3000 P.S.I. CONCRETE MIN.

VALVE BOX AND COVER (TYP.)

ANCHOR

(TYP.)

SCALE:

VALVE COLLAR

NONE

CC-502

IMPROVED CONDITION

UNIMPROVED CONDITION

9"

2" MIN.

12"

4"

CC-502

CC-502

2 1/2"Ø THRU 36"Ø PIPE

GRINNELL FIGURE 264

ADJUSTABLE CAST IRON

SADDLE SUPPORT

PAINT SAME AS PIPING

STANDARD PIPE FLANGE,

ATTACH TO CONCRETE W/ 4

SST STUD TYPE CONCRETE

ANCHORS

1 1/2" GROUT BED

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I n t e g r a t e d

E n t e r p r i s e s www.hawsco.com1-888-640-4297

SUPPLY 1 1/4" IPS

10 3/16"

FLOOR LINE

WASTE 1 1/4" IPS

3/8"Øx3" TYPE 316

SS EPOXY

ADHESIVE ANCHOR

Ø

0'-0 7/8"

NOTES:

1. DIMENSIONS MAY VARY 1/2"±.

2. SS-1 EMERGENCY SHOWER AND EYE WASH STATIONS SHALL BE HAWS

MODEL 8336 (OR EQUAL). ALL ASSOCIATED PIPING SHALL BE SCH 80 PVC

UNO.

3. SS-2 EMERGENCY SHOWER AND EYE WASH STATIONS SHALL BE HAWS

MODEL 8300CRP. ALL ASSOCIATED PIPING SHALL BE SCH 40 GS UNO.

4. MOUNTING PER MANUFACTURER'S RECOMMENDATIONS.

5. PROVIDE 3/4" THICK (NOMINAL) NON-SHRINK NON-METALLIC EPOXY

GROUT AS NECESSARY TO PROVIDE LEVEL/ PLUMB INSTALLATION.

ALL ABOVE

GROUND SAFETY

SHOWER

PRESSURIZED

PIPING TO BE

INSULATED AND

COVERED WITH SST

SHIELDING

WATER

SUPPLY STOP

SCALE:

SAFETY SHOWER

NONE

CC-502

SPRING LOADED BALL

CHECK VALVE

SS RESTRAINT HOOK

PACKING NUT W/300

SERIES O-RING

SOLUTION TUBE ADAPTER

3/4" NPT CORP STOP

3/4" NPT WELDOLET OR

TAPPING SADDLE

3/4" SOLUTION TUBE -

1/3 DIA INSERTION

WATER PIPE

SS SAFETY CHAIN

(LIMIT CHAIN)

METAL BODY IPT BALL VALVE

TAPPING SADDLE W/ DOUBLE STRAPS

METAL PIPE EXTERIOR, PVC PIPE INTERIOR,

OR CHEMICAL INJECTION PORT

SCALE:

CHEMICAL INJECTION PORT

NONE

CC-502

SCALE:

TAPPING SADDLE PORT

NONE

CC-502

AIKINSTRUT 20V-2520

CHANNEL FITTING

1-5/8" AICKINSTRUT

HEAVY DUTY FRP

CHANNEL, 20V-2000

TYPE 316 SST 3/8" DIA X 6"

LONG EPOXY ADHESIVE

ANCHOR

CONC OR MASONRY WALL,

FLOOR OR CEILING

PROVIDE AICKINCLAMP 200-3100 SERIES

PIPE CLAMPS W/STOP LOCKS, RIGID PIPE

CLAMPS, PCR SERIES W/STOP LOCKS,

OR EQUAL

STOP LOCK

(TYP)

STAINLESS STEEL PIPE

STRAP AISI TYPE 316

W/316 SST BOLTS AND

CHANNEL NUTS

AICKINSTRUT CHANNEL

20V-2000

AICKINSTRUT CHANNEL

FITTINGS 50PU-2636

AICKINSTRUT

20V-2100 BACK TO

BACK CHANNEL

AICKINSTRUT POST

BASE 20PU-5904 W/316

SST 1/2" DIA x 6" LONG

EPOXY ADHESIVE

ANCHOR

PIPE SUPPORT NOTE:

PROVIDE 3/4" THICK (NOMINAL) NON-SHRINK NON-METALLIC EPOXY

GROUT AS NECESSARY TO PROVIDE LEVEL/ PLUMB INSTALLATION.

PROVIDE 3" AND SMALLER PIPE SUPPORTED AT MAX 4' SPACING.

AIKINSTRUT 20V-200

CHANNEL

TYPE 316 SST 3/8" DIA X 6"

LONG EPOXY ADHESIVE

ANCHOR

PROVIDE AICKINCLAMP 200-3100 SERIES

PIPE CLAMPS W/STOP LOCKS, RIGID PIPE

CLAMPS, PCR SERIES W/STOP LOCKS,

OR EQUAL

STOP LOCK

(TYP)

SCALE:

PIPE SUPPORTS

NONE

CC-502

BLIND FLANGE

WITH NPT TAP

SCH 40 TGS NIPPLE

1" MIN STEM

CLEARANCE

SCH 40 TGS NIPPLE

THD SS BALL VALVE

COMBINATION AIR VALVE

SINGLE BODY OR

PRESSURE SENSOR AS NOTED

SCALE:

AIR RELEASE VALVE ASSEMBLY

NONE

CC-501

SAMPLE PORT:

1/2" TAP W/ 1/2" PIPING

1/2" PVDF/TEFLON SAMPLE QUILL

NOTE:

TAPPING SADDLE AS ALTERNATIVE TO WELDOLET

1"X4" PVC SLEEVE TO

SUPPORT CONTROL WIRES &

CHEMICAL TUBING

PIPE, CONTROL WIRE, OR

CHEMICAL TUBING SUPPORT

CC-502

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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

M-001

D E

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PLAN MODEL STATIC FAN DRIVE

TYPEPHASE

ELECTRICAL

VOLTHP/WRPMPRESS.

CFMTYPE

N0.MARK

FAN SCHEDULE

NOTES:

EF-1, 2

ACCESSORIES

ACCESSORIES:

MAX

SONES

MANUF.

GREENHECK CUE-070-VG DIRECT200 .35ROOF MOUNTED 1599 0.02/W 115 1 4.5

1) BACKDRAFT DAMPER

2) BAKED PHENOLIC COATING

3) ROOF CURB

4) DISCONNECT SWITCH

5) DRAIN

6) INLET SCREEN

7) CURB MOUNT ROOF JACK

8) SPEED CONTROLLER

9) WALL SHUTTER

10) VIBRATION ISOLATORS

11) SWITCH, NEMA-1, TOGGLE, JUNCTION BOX MOUNTED AND WIRED.

1, 3

NOTES:

LOUVER SHALL BE MIAMI-DADE COUNTY APPROVED.

BASIS OF DESIGN: RUSKIN EME520MD, MIAMI-DADE

COUNTY, FLORIDA NOTICE OF ACCEPTANCE

NUMBER: 06-0711.11

JAMB

NOM. 8" MASONRY F.V.

EXIST MASONRY WALL

ST STL INSECT SCREEN BY

LOUVER MANUFACTURER

NOTES:

1. PROVIDE MANUFACTURER'S HORIZONTAL REINFORCING FOR 130 MPH WINDS.

2. LOUVER SHALL BE MIAMI-DADE APPROVED, RUSKIN EME520MD OR APPROVED EQUAL.

3. CONTRACTOR SHALL PROVIDE ADEQUATE SEPARATION OF DISSIMILAR METALS BY APPROPRIATE MEANS, SUCH AS 15#

SEPARATION FELT AND ASPHALTIC TAPE OR ASPHALTIC PAINT AS REQUIRED. ALL CONNECTORS, FASTENERS, BOLTS, ETC., SHALL BE SELECTED IN ORDER TO PREVENT OR MINIMIZE ANY GALVANIC REACTION BETWEEN DISSIMILAR METALS.

ST STL SCREWS BY

MANUFACTURER

(TYP)

SCALE:

ADD CAULK AT

EXTERIOR

CONT.

SEALANT BEAD

(TYP)

CONT.

SEALANT BEAD

(TYP)

DDC -DIRECT DIGITAL CONTROLS

SP -STATIC PRESSURE

P

-CHANGE IN PRESSURE

CV -CONSTANT AIR VOLUME

RS/L -REFRIGERANT SUCTION &

-OUTSIDE AIR LOUVEROAL

-VARIABLE AIR VOLUMEVAV

-SUPPLY AIRSA

-REHEAT COILRHC

-REVOLUTIONS PER MINUTERPM

-RETURN AIRRA

-POLYVINYL CHLORIDE PIPEPVC

-PSI GAUGEPSIG

-POUNDS PER SQUARE INCHPSI

-PRESSURE REDUCING VALVEPRV

-OUTSIDE AIROA

-NORMALLY OPENNO

-NORMALLY CLOSEDNC

-LEAVING WATER TEMPERATURELWT

-LEAVING AIR TEMPERATURELAT

-GALLONS PER MINUTEGPM

-FEET PER MINUTE

-FIRE DAMPER

-ENTERING WATER TEMPERATURE

-ENTERING AIR TEMPERATURE

-DOWN

-CONDENSING UNIT

-CUBIC FEET PER MINUTE

-CHANGE IN TEMPERATURE

-COOLING TOWER

-CEILING DIFFUSER

-BRITISH THERMAL UNIT

-BRAKE HORSEPOWER

-BOTTOM OF PIPE

-ACCESS PANEL

-ABOVE FINISHED FLOOR

FPM

FD

EWT

EAT

DN

CU

CFM

T

CT

CD

BTU

BOP

BHP

AP

AFF

-AIR HANDLING UNITAHU

MBH -THOUSAND BTUs PER HOUR

AFD -ADJUSTABLE FREQUENCY DRIVE

ESP -EXTERNAL STATIC PRESSURE

KW -KILOWATT

MOCP -MAXIMUM OVER

UNO

TSP -TOTAL STATIC PRESSURE

-VOLTS/PHASEV/PH

VFD -VARIABLE FREQUENCY DRIVE

-UNLESS NOTED OTHERWISE

FLA -FULL LOAD AMPS

EXHAUST FAN NUMBER

-EXHAUST FAN

EF-1

HVAC ABBREVIATIONS

HVAC EQUIPMENT TAGS

MOD -MOTOR OPERATED CONTROL

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

CURRENT PROTECTION

DAMPER (MOD)

MCA -MINIMUM CIRCUIT AMPS

LIQUID LINES

GENERAL NOTES

2. ALL HOLES CAUSED BY REMOVAL OF DUCTWORK, CONTROLS, CONTROL WIRING, PIPING, AND ASSOCIATED MATERIALS

SHALL BE PATCHED WITH LIKE MATERIAL TO SURROUNDINGS UNLESS OTHERWISE SPECIFIED BY CONTRACTING OFFICER, SPECIFICATIONS OR ARCHITECT. THESE PATCHES SHALL BE THEN PAINTED TO MATCH SURROUNDING AREA.

3. CONNECTION TO EQUIPMENT SHALL BE VERIFIED WITH MANUFACTURER'S CERTIFIED DRAWINGS. TRANSITIONS TO ALL

EQUIPMENT SHALL BE VERIFIED AND PROVIDED FOR EQUIPMENT FURNISHED.

4. DIMENSIONS SHALL BE FIELD-VERIFIED AND COORDINATED PRIOR TO PROCUREMENT OR FABRICATION. COORDINATE THE

WORK WITH OTHER TRADES INVOLVED. FIELD MODIFICATIONS SUCH AS OFFSETS IN PIPING OR DUCTWORK (INCLUDING

DIVIDED DUCTWORK) NEEDED DUE TO OBSTRUCTIONS OR INTERFERENCES SHALL BE PROVIDED AT NO ADDITIONAL COST.

5. DUCT CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE SMACNA HVAC DUCT CONSTRUCTION

STANDARD.

6. SEE SPECIFICATIONS FOR GAUGES, THICKNESS, BRACING, REQUIREMENTS, ETC., OF DUCTWORK.

7. PROVIDE SINGLE WALL AIR TURNING VANES IN ALL 90 DEGREE RECTANGULAR DUCT ELBOWS.

8. DUCT SIZES AND ALL OPENINGS THROUGH BUILDING CONSTRUCTION SHALL SUIT EQUIPMENT FURNISHED.

9. COORDINATE DIFFUSER, GRILLE AND REGISTER LOCATIONS WITH CEILING AND EXISTING EQUIPMENT OF ALL TRADES.

10. LOCATE THERMOSTATS 48" ABOVE FINISHED FLOOR UNLESS NOTED OTHERWISE. COORDINATE LOCATIONS WITH OTHER

EQUIPMENT, FURNITURE, AND DOOR SWINGS.

11. ALL EQUIPMENT, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED AND/OR SPECIFIED. PROVIDE ADDITIONAL

SUPPORTS AS REQUIRED TO PROVIDE A VIBRATION-FREE, RIGID INSTALLATION.

12. ALL DUCT SIZES SHOWN ARE INSIDE CLEAR DIMENSIONS.

13. DAMPERS AND INSIDES OF DUCTS VISIBLE THROUGH GRILLES, REGISTERS AND DIFFUSERS SHALL BE PAINTED FLAT

BLACK.

14. REFER TO TYPICAL DETAILS FOR PIPING AND INSTALLATION OF EQUIPMENT.

15. TRAPPED CONDENSATE DRAINS FROM ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED FOR PROPER DRAINAGE TO

SUIT EQUIPMENT FURNISHED.

16. ACCESS PANELS IN DUCTWORK AND CEILINGS SHALL BE PROVIDED WHERE REQUIRED FOR OPERATION, BALANCING OR

MAINTENANCE OF ALL MECHANICAL EQUIPMENT.

17. ALL DUCTWORK IS SHOWN SCHEMATICALLY. PROVIDE ALL TRANSITIONS, TURNING VANES, ELBOWS, FITTINGS, ETC., TO

ALLOW SMOOTH FLOWS. ALL SPLIT DUCT FITTINGS SHALL TRANSITION TO FULL SIZE OF THE SUM OF BOTH BRANCHES, UPSTREAM OF SPLIT.

18. PROVIDE MANUAL BALANCING DAMPERS AT EVERY BRANCH CONNECTION WHETHER INDICATED ON THE DRAWINGS OR

NOT. MARK DAMPER POSITION AND CIRCUIT SETTER ONCE FINAL ADJUSTMENTS ARE MADE

19. VERIFY FINISH WITH CONTRACTING OFFICER PRIOR TO PURCHASING GRILLES, REGISTERS, DIFFUSERS, LOUVERS AND

OTHER AIR DISTRIBUTION DEVICES.

20. PROVIDE FLEXIBLE DUCT CONNECTIONS ON ALL DUCTWORK CONNECTING TO EACH FAN AND AIR HANDLING UNIT.

21. PROVIDE TRANSITIONS AT DIFFUSER NECKS AS REQUIRED TO MATCH SIZES OF FLEX DUCTS TO BE CONNECTED.

22. MAINTAIN CLEARANCE OF A MINIMUM OF 6" BETWEEN DUCTWORK, PIPING, EQUIPMENT, ETC., AND ALL FIRE RATED AND

FIRE/SMOKE RATED PARTITIONS, TO ALLOW FOR INSPECTIONS OF RATED WALLS.

23. LOCATE ALL OUTSIDE AIR INTAKES A MINIMUM OF 10'-0" CLEAR FROM ALL PLUMBING VENTS AND EXHAUST AIR DISCHARGE

LOCATIONS.

24. DUCT RUNOUTS TO DIFFUSERS SHALL MATCH THE SIZE OF THE DIFFUSER NECK.

25. UNLESS OTHERWISE NOTED, ALL EQUIPMENT AND VALVE DRAINS SHALL BE INDEPENDENTLY PIPED FULL SIZE OF

EQUIPMENT CONNECTION TO THE NEAREST PLUMBING DRAIN.

26. ALL MECHANICAL WORK INVOLVING ROOF PENETRATIONS SHALL BE COORDINATED WITH THE ROOFING CONTRACTOR TO

MAINTAIN ROOFING WARRANTY.

27. ALL WALL LOUVER DUCTWORK CONNECTIONS SHALL BE SLOPED TOWARDS THE DRAIN OF THE LOUVER.

28. THE NEW DDS SYSTEM SHALL BE IN FULL COMPLIANCE WITH ALL BASE STANDARDS. ALL MECHANICAL EQUIPMENT WITHIN

THE SCOPE OF THIS PROJECT SHALL SHOW FULL COMUNICATION WITH BASE FRONT END VIA FULLY PROGRAMMED

TRIDUM JACE 200.

29. ALL VAV LOCATIONS AND NUMBERS SHALL BE PROPERLY IDENTIFIED VIA LABELS AT CEILING LOCATION BELOW

VAV. CONTROLLING THERMOSTAT SHALL ALSO BE CLEARLY IDENTIFIED AS TO WHICH VAV THEY CONTROL.

DG -DOOR GRILLE

-EXHAUST FANEF

(NOT ALL ABBREVIATIONS USED IN THIS PROJECT)

UP

DOWN

-DUCT ELBOW, NEGATIVE PRESSURE, RETURN

-DUCT ELBOW, EXHAUST

-DUCT ELBOW, POSITIVE PRESSURE (SUPPLY)

-EXISTING TO BE REMOVED

M-1

-FLAG NOTE CALLOUT

-RECTANGULAR DUCT SECTION UP, EXHAUST

SYMBOL DESCRIPTIONSYMBOL DESCRIPTION

-EXHAUST DUCT UP THROUGH SLAB WITH

FAN ON ROOF ABOVE

-EXHAUST FAN ON ROOF WITH DUCT

DOWN THROUGH ROOF

-DETAIL REFERENCE: TOP - DETAIL#

BOTTOM - DRAWING# SHOWN ON

-DUCT ELBOW UP THROUGH ROOF OR SLAB

ABOVE

-NEW DUCTWORK, FIRST DIMENSION IS

SIDE SHOWN

-SQUARE THROAT ELBOW WITH TURNING

VANES

-EXISTING DUCTWORK TO REMAIN

12x10

HVAC SYMBOLS

X-XXX

A 1/4" = 1'-0"

SECTION

B

2 3

C

D

1 2 3

I T

L

P

O T

A B

T

E R

C H

E M

I C

J E

C T

I O

N

S

Y S

T E

M

G

B

E A

R D

C

N A

4 5 6

U S

T

H

C

I V

I L

E

N G

I N

E E

R I N

G

S

Q U

A D

R O

N

I L

T

D

A T

E

C O

N T

R O

L

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

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

D B

C

C O

N T

R A

F

A

D

C

D

A

B

C A

N

A V

E R

A L

A

F S

F

L O

R I D

A

D B

E H

R A

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 n g i n e e r i n g I n c

L L

E N

E A

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

SCALE:

SECTION

1/2"=1'-0"

A

6'3' 4' 5'2'1'0'1'

GRAPHIC SCALE 1/2" = 1'-0"

SCALE:

AMMONIA BLDG - DEMO

1/2" = 1'-0"

MECHANICAL PLAN - FACILITY 70534

GENERAL NOTES:

1. DRAWINGS ARE FOR DESIGN INTENT ONLY. MECHANICAL

CONTRACTOR TO PROVIDE FOR APPROVAL

COORDINATED SHOP DRAWINGS PRIOR TO FABRICATION

AND INSTALLATION. COORDINATING WITH ALL TRADES

AND EXISTING SITE CONDITIONS I.E. MECHANICAL,

STRUCTURE, ELECTRICAL AND CIVIL. SHEET METAL

CONTRACTOR SHALL VISIT SITE TO VERIFY EXISTING

CONDITIONS ABOVE CEILING AND WITHIN MECHANICAL

ROOMS. CONTRACTOR IS RESPONSIBLE FOR ANY

OFFSETS, TRANSITIONS AND FITTINGS REQUIRED DURING

DUCT FABRICATION OR FIELD MODIFICATIONS TO

ACCOMMODATE EXISTING CONDITIONS ON SITE AT UP TO

20% IN OVERAGE IN MATERIAL.

EXISTING ROOF MOUNTED EXHAUST FAN TO BE DEMOLISHED

TO INCLUDE ALL EXISTING WIRING, DUCTWORK, AND

SUPPORTS. EXISTING ROOF CURB TO BE CAPPED AND

SEALED WATER TIGHT.

EXISTING ROOF MOUNTED EXHAUST FAN TO BE DEMOLISHED

TO INCLUDE ALL EXISTING WIRING AND DUCTWORK. PREPARE

EXISTING ROOF CURB FOR NEW EXHAUST FAN.

EXISTING 24X24 WALL MOUNTED LOUVER TO BE DEMOLISHED.

PREPARE EXISTING OPENING FOR NEW WALL MOUNTED

LOUVER.

EXISTING 18X18 WALL MOUNTED LOUVER TO BE DEMOLISHED.

REPAIR OPENING IN BLOCK AND FINISH TO MATCH

SURROUNDING SURFACES.

FLAG NOTES:

1.

2.

3.

4.

SCALE:

CHLORINE BLDG - DEMO

1/2" = 1'-0"

MECHANICAL PLAN - FACILITY 60688

A

MD-101

M E

C H

A N

I C

A

C

T I O

E M

O

G

M

E D

I N

A

C

H

U D

S O

N

C

H

U D

S O

N

B

2 3

C

D

1 2 3

I T

L

P

O T

A B

T

E R

C H

E M

I C

J E

C T

I O

N

S

Y S

T E

M

G

B

E A

R D

C

N A

4 5 6

U S

T

H

C

I V

I L

E

N G

I N

E E

R I N

G

S

Q U

A D

R O

N

I L

T

D

A T

E

C O

N T

R O

L

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

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

D B

C

C O

N T

R A

F

A

D

C

D

A

B

C A

N

A V

E R

A L

A

F S

F

L O

R I D

A

D B

E H

R A

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 n g i n e e r i n g I n c

L L

E N

E A

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

SCALE:

SECTION

1/2"=1'-0"

A

MC-101

6'3' 4' 5'2'1'0'1'

GRAPHIC SCALE 1/2" = 1'-0"

SCALE:

AMMONIA BLDG - NEW

1/2" = 1'-0"

MECHANICAL PLAN - FACILITY 70534

GENERAL NOTES:

1. DRAWINGS ARE FOR DESIGN INTENT ONLY. MECHANICAL

CONTRACTOR TO PROVIDE FOR APPROVAL

COORDINATED SHOP DRAWINGS PRIOR TO FABRICATION

AND INSTALLATION. COORDINATING WITH ALL TRADES

AND EXISTING SITE CONDITIONS I.E. MECHANICAL,

STRUCTURE, ELECTRICAL AND CIVIL. SHEET METAL

CONTRACTOR SHALL VISIT SITE TO VERIFY EXISTING

CONDITIONS ABOVE CEILING AND WITHIN MECHANICAL

ROOMS. CONTRACTOR IS RESPONSIBLE FOR ANY

OFFSETS, TRANSITIONS AND FITTINGS REQUIRED DURING

DUCT FABRICATION OR FIELD MODIFICATIONS TO

ACCOMMODATE EXISTING CONDITIONS ON SITE AT UP TO

20% IN OVERAGE IN MATERIAL.

2. ALL DUCTWORK FASTENERS, REINFORCEMENT AND

SUPPORTS SHALL BE SEAMLESS 16 GAGE 304 STAINLESS

STEEL.

PROVIDE AND INSTALL NEW ROOF MOUNTED EXHAUST FAN

EF-1 ON EXISTING ROOF CURB. MODIFY EXISTING CURB AS

REQUIRED FOR NEW FAN MOUNTING REQUIREMENTS.

ROUTE 8X6 STAINLESS STEEL EXHAUST DUCTWORK FROM

EF-1 AND EF-2 TIGHT TO ROOF STRUCTURE DOWN TIGHT TO

WALL AND TERMINATE 6" AFF.

PROVIDE AND INSTALL NEW 15X15 WALL MOUNTED LOUVER,

RUSKIN MODEL EME520MD OR EQUAL. MODIFY EXISTING

OPENING AS REQUIRED FOR COMPLETE AND THOROUGH

INSTALLATION.

PROVIDE AND INSTALL NEW ROOF MOUNTED EXHAUST FAN

EF-2 ON NEW ROOF MOUNTED CURB.

PROVIDE AND INSTALL NEW 15X15 WALL MOUNTED LOUVER,

RUSKIN MODEL EME520MD OR EQUAL IN NEW WALL OPENING.

FLAG NOTES:

1.

2.

3.

4.

5.

SCALE:

CHLORINE BLDG - NEW

1/2" = 1'-0"

MECHANICAL PLAN - FACILITY 60688

A

6X8

6"

12X12

12X12

8X6

6X8

MC-101

M E

C H

A N

I C

A

C

T I O

E W

G

M

E D

I N

A

C

H

U D

S O

N

C

H

U D

S O

N

6"

8X6

B

2 3

C

D

1 2 3

I T

L

P

O T

A B

T

E R

C H

E M

I C

J E

C T

I O

N

S

Y S

T E

M

G

B

E A

R D

C

N A

4 5 6

U S

T

H

C

I V

I L

E

N G

I N

E E

R I N

G

S

Q U

A D

R O

N

I L

T

D

A T

E

C O

N T

R O

L

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

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

D B

C

C O

N T

R A

F

A

D

C

D

A

B

C A

N

A V

E R

A L

A

F S

F

L O

R I D

A

D B

E H

R A

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 n g i n e e r i n g I n c

L L

E N

E A

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

T

A - AMPERE, AMPS

AFC - ABOVE FINISHED COUNTER

AFF - ABOVE FINISHED FLOOR

AFG - ABOVE FINISHED GRADE

AHU - AIR HANDLING UNIT

AIC - AMPS INTERRUPTING CAPACITY

AUX - AUXILIARY

BFF - BELOW FINISHED FLOOR

BFG - BELOW FINISHED GRADE

BIL - BASIC INSULATION IMPULSE LEVEL

C, CDT - CONDUIT

CB - CIRCUIT BREAKER

CF - COMPACT FLUORESCENT

CFM - CUBIC FEET PER MINUTE

CKT - CIRCUIT

CLG - CEILING

CONC - CONCRETE

CONT - CONTINUED, CONTINUATION, CONTROL

CU - COPPER

DIA (Ø) - DIAMETER

DIM - DIMENSION

DISC - DISCONNECT

DN - DOWN

DWG - DRAWING

EA - EACH

EL - ELEVATION

ELEC - ELECTRIC

EMT - ELECTRICAL METALLIC TUBING

EOP - EDGE OF PAVEMENT

EXH - EXHAUST

FA - FIRE ALARM

FACP - FIRE ALARM CONTROL PANEL

FL - FLOOR

FLA - FULL LOAD AMPS

FLEX - FLEXIBLE

FT - FEET

GFI - GROUND FAULT INTERRUPTER

GND - GROUND

HDWR - HARDWARE

HORIZ - HORIZONTAL

HP - HORSEPOWER

HTR - HEATER

HWG - HEAVY WALL GALVANIZED CONDUIT

I - CURRENT

ID - INSIDE DIAMETER

IN - INCH, INCHES

kV, KV - KILOVOLTS

KW - KILOWATT

LB - POUND

LF - LINEAR FEET

LPS - LOW PRESSURE SODIUM

LV - LOW VOLTAGE

MCM - THOUSAND CIRCULAR MILS

MECH - MECHANICAL

MCP - MOTOR CIRCUIT PROTECTION

MH - MANHOLE

M.O. - MOTOR OPERATED

MPS - MANUAL PULL STATION

MTR - MOTOR

N/A - NOT APPLICABLE

NC - NORMALLY CLOSED

NIC - NOT IN CONTRACT

NO - NORMALLY OPEN

NTS - NOT TO SCALE

O2, 0 - OXYGEN

OA - OUTSIDE AIR

OC - ON CENTER

OD - OUTSIDE DIAMETER

OPP - OPPOSITE

OVHD - OVERHEAD

PB - PULL BOX, PUSH BUTTON

PL - PLACES

PNL - PANEL, PANELBOARD

PRESS - PRESSURE

PRV - POWERED ROOF VENT

PVC - POLYVINYL CHLORIDE

QTY - QUANTITY

R - RESISTANCE

REF - REFERENCE

RGS - RIGID GALVANIZED STEEL

RM - ROOM

SAN - SANITARY

SE - SERVICE ENTRANCE

SHT - SHEET

SIG - SIGNAL (INDICATING) CIRCUIT

SQ - SQUARE FOOT, SQUARE FEET

SS - STAINLESS STEEL

SW - SWITCH

SYS - SYSTEM

TEMP - TEMPERATURE

THK - THICK

TMCB - THERMAL MAGNETIC CIRCUIT BREAKER

TRANSF - TRANSFORMER

TTB - TELEPHONE TERMINAL BOARD

TYP - TYPICAL

UF - UNDER FLOOR

UG - UNDERGROUND

UON - UNLESS OTHERWISE NOTED

VERT - VERTICAL

W - WATT

W/ - WITH

W/O - WITHOUT

WH - WATER HEATER

WP - WEATHERPROOF

WTR - WATER

XFMR - TRANSFORMER

RAP

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

DEMOLITION - TO BE REMOVED

NEW - TO BE INSTALLED

GROUNDING CONDUCTOR, BELOW GRADE OR UNDER SLAB

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)

2 DUPLEX RECEPTACLES IN A

SINGLE 4"x4" ENCLOSURE

FLUSH FLOOR QUAD RECEPTACLE

RECEPTACLE, WIREMOLD

208/120V PANELBOARD, 3 PHASE,

4 WIRE WITH GROUND

480/277V PANELBOARD, 3 PHASE,

4 WIRE WITH GROUND

AUTOMATIC TRANSFER SWITCH

MANUAL TRANSFER SWITCH

COMMUNICATION OUTLET BOX, 48" A.F.F., 4"x4"x2" BOX. PROVIDE 1"

CONDUIT WITH PULL ROPE STUBBED INTO THE ABOVE CEILING SPACE

OF THE EXISTING BUILDING.

FLUORESCENT LIGHTING FIXTURE, 2'x4'

FLUORESCENT LIGHTING FIXTURE, 2'x4'

WITH EMERGENCY BATTERY PACK

LIGHT SWITCH, 120V, 20A

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

FLUORESCENT LIGHTING FIXTURE INDUSTRIAL

1'x4' FLUORESCENT LIGHT FIXTURE

WITH EMERGENCY BATTERY PACK

1'x4' FLUORESCENT LIGHT FIXTURE

4' LIGHT FIXTURE

THERMAL OVERLOAD PROTECTION FOR MOTOR (REQUIRED IF MOTOR

DOES NOT HAVE INTEGRAL PROTECTION)

SMOKE DETECTOR - PHOTOELECTRIC

THERMOSTAT

AIR TERMINAL

GROUND ROD TEST WELL

EMERGENCY LIGHTING UNIT WALL MOUNTED

WATER HEATER

PUSHBUTTON STATION

POWER CONNECTOR

F

J

R

GROUND ROD

ENCLOSURE DESIGNATED AS PULL BOX, TELEPHONE BOX,

ETC. AS INDICATED ON DRAWING

DISCONNECT SWITCH, F = FUSED

CONTACTOR

RELAY

REMOTE ANNUNCIATOR PANEL

SURGE SUPPRESSOR

TELEPHONE TERMINAL CABINET

MOTOR - HORSEPOWER INDICATED

F=FAN, P=PUMP, D=DAMPER

QUAD RECEPTACLE IN 4"x4" BOX, MOUNT UNDER RAISED

FLOOR

TRANSFORMER

FLEX CONNECTION

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

TYPE WITH EMERGENCY BATTERY AND WITH (2) HEAD

EMERGENCY LIGHT FIXTURE.

EXIT SIGN

EXIST SIGN WITH DIRECTIONAL ARROWS

RECESSED COMPACT FLUORESCENT OR HIGH INTENSITY

LIGHT FIXTURE, LETTER NEXT TO THE SYMBOL INDICATES

TYPE OF LIGHT FIXTURE

INDICATOR LIGHT

JUNCTION BOX

SPEAKER

FIRE ALARM CONTROL PANEL

SECURITY CONTROL PANEL

ELECTRICAL DUCT HEATER

TELEPHONE TERMINAL CABINET

ENCLOSED CIRCUIT BREAKER

CARD READER

KEY READER

BELL

GROUND

VARIABLE FREQUENCY DRIVE

ENERGY MANAGEMENT SYSTEM

FEEDER NUMBER

PHOTOCELL

MOTION (OCCUPANCY) SENSOR

POWER PACK - CONTROLLED BY MOTION SENSOR

MOTOR CONTROLLER (COMBINATION STARTER)

NUMBER INDICATES STARTER SIZE

EXTERIOR LIGHT FIXTURE

OR

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-EXISTNG 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. THE CONTRACTOR SHALL BEAR ALL EXPENSE FOR REPAIR OR REPLACEMENT OF THE

UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE

COMPLETION OF THIS WORK.

16. ALL BOLTS, NUTS, WASHERS, ETC. USED FOR GROUNDING AND BONDING CONNECTIONS SHALL BE

COPPER. CONTRACTOR SHALL UTILIZE CONNECTORS TO PREVENT GALVANIC ACTION.

17. FINAL ACCEPTANCE WILL DEPEND UPON SATISFACTORY PERFORMANCE OF EQUIPMENT. NO

CONDUCTOR SHALL BE ENERGIZED UNTIL THE INSTALLATION HAS BEEN APPROVED.

18. ALL EXPOSED ELECTRICAL CONDUIT VULNERABLE TO MECHANICAL DAMAGE SHALL BE RIGID

GALVANIZED STEEL, UNLESS NOTED OTHERWISE. ALL OTHER CONDUIT INSIDE FACILITY SHALL BE

ELECTRICAL METALLIC TUBE (EMT).

19. CONDUITS SHALL BE SUPPORTED BY SUITABLE CLAMPS, HANGERS OR STRAPS TO PROVIDE A

RIGID INSTALLATION. CONDUIT SUPPORTS SHALL NOT BE FASTENED OR ATTACHED TO OTHER

PIPES. PERFORATED STRAP HANGERS WILL NOT BE ALLOWED. EMPTY CONDUIT SHALL BE

THOROUGHLY SWABBED OUT WITH DRY SWAB TO REMOVE MOISTURE AND DEBRIS BEFORE WIRE

IS DRAWN IN. END OF CONDUIT SHALL BE TIGHTLY PLUGGED UNTIL WIRE IS PULLED. NO

CONDUIT SHALL BE LOCATED TO IMPAIR THE STRENGTH OF STRUCTURAL MEMBERS. MAKE

CHANGES IN DIRECTION OF RUNS WITH SYMMETRICAL BENDS. MAKE FIELD MADE BENDS AND

OFFSETS WITH HICKEY OR CONDUIT BENDING MACHINE. DO NOT INSTALL CRUSHED OR

DEFORMED CONDUITS. AVOID TRAPPED CONDUITS. PREVENT PLASTER, DIRT, OR TRASH FROM

LODGING IN CONDUIT, BOXES, FITTINGS. FREE CLOGGED CONDUITS OF OBSTRUCTIONS.

20. IN ACCORDANCE WITH NFPA 70, GROUND EXPOSED, NON CURRENT CARRYING METALLIC PARTS

OF ELECTRICAL EQUIPMENT, METALLIC RACEWAY SYSTEMS, GROUNDING CONDUCTOR IN

METALLIC RACEWAYS.

21. FASTEN CONDUITS TO SHEET METAL BOXES AND CABINETS WITH TWO LOCKNUTS WHERE

REQUIRED BY NFPA 70, WHERE INSULATED BUSHINGS ARE USED, AND WHERE BUSHINGS CANNOT

BE BROUGHT INTO FIRM CONTACT WITH THE BOX; OTHERWISE, USE MINIMUM SINGLE LOCKNUT

AND BUSHING. LOCKNUTS SHALL HAVE SHARP EDGES FOR DIGGING INTO WALLS OF METAL

ENCLOSURE. INSTALL BUSHINGS ON ENDS OF CONDUITS, AND PROVIDE INSULATING TYPE

WHERE REQUIRED BY NFPA 70.

22. THE CORRIDOR AND MECHANICAL ROOM WALLS AND CEILING ARE FIRE RATED. PENETRATIONS

THROUGH THE WALLS SHALL BE A MINIMUM OF 0.5" DIAMETER LARGER THAN THE CONDUIT

REQUIRED TO PENETRATE THE WALL. PROVIDE A FIRESTOP MATERIAL PER REQUIREMENTS

BELOW. CONDUIT THROUGH THE SLEEVE SHALL BE GALVANIZED RIGID STEEL AND SHALL

EXTEND A MINIMUM OF 18" BEYOND THE SLEEVE OF BOTH SIDES.

23. PROVIDE AND INSTALL AT WALL OR FLOOR PENETRATIONS A PERMANENT FIRESTOP SYSTEM.

THE SYSTEM SHALL CONSIST OF A WATERBASED FIRESTOP COMPOUND AS THE FILL, VOID, OR

CAVITY MATERIAL ALONG WITH APPROPRIATE DAMMING MATERIAL (AS PER MANUFACTURER'S

INSTRUCTIONS). THE FIRESTOP COMPOUND SHALL NOT CONTAIN ANY SOLVENTS, INORGANIC

FIBERS, OR SILICONE COMPOUNDS AND SHALL NOT REQUIRE HEAT TO ACTIVATE THE SEAL. THE

FIRESTOP COMPOUND SHALL BE ONE-PART MATERIALS, REQUIRING NO CRITICAL MIXING. THE

PENETRATION SEAL MATERIAL MUST BE UNAFFECTED BY MOISTURE AND MUST MAINTAIN THE

INTEGRITY OF THE FLOOR OR WALL ASSEMBLY FOR ITS RATED TIME PERIOD WHEN TESTED IN

ACCORDANCE WITH ASTM E84. THE SYSTEM SHALL BE UL CLASSIFIED AND INSTALLED TO

PROVIDE A 2 HOUR FIRE RATING. THE PENETRATION FIRE STOP MATERIAL SHALL BE FLAME-SAFE

FS1900 SERIES COMPOUND AS MANUFACTURED BY GRACE CONSTRUCTION PRODUCTS OR

EQUAL.

ABBREVIATIONS:

(ALL MAY NOT BE USED)

ELECTRICAL LEGEND

(ALL MAY NOT BE USED)

XXX

WH

PC

S

TVSS

E-001

E L

E C

T R

I C

T

E S

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E G

E N

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A

N D

A B

B R

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I A

T I O

N

A

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O M

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O L

E M

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L

C

O L

E M

A N

FACILITY 70534

AMMONIA BUILDING

S

E

X

I

S

T

I

G

N

E

L

L

P

SEE PHOTO 1

J

SS

SCALE:

ITL WATER CHEMICAL SYSTEM

1" = 20'

60'40'20'0'20'

GRAPHIC SCALE 1" = 20'

A

B

2 3

C

D

1 2 3

I T

L

P

O T

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Q U

A D

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D

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E

C O

N T

R O

L

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O

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N

B

Y

D E

S I G

N E

D

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S U

B M

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D

B

Y

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V I E

W E

D

B

Y

D A

T E

4 5

M A

R K

D E

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R I P

T I O

N D

A T

E A

P P

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D B

C

C O

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F

A

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C

D

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C A

N

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A

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H I T

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V I C

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L L

E N

E A

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

ED-101

E L

E C

T R

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A

N

D

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GENERAL NOTES:

1. SEE DRAWING E-001 FOR GENERAL ELECTRICAL NOTES AND LEGEND.

2. REMOVE ELECTRICAL EQUIPMENT INCLUDING CONDUIT, WIRING, AND SUPPORT

HARDWARE, UNLESS OTHERWISE NOTED.

3. COORDINATE WITH EC-101.

FLAG NOTE:

1. REMOVE SWITCHES, RECEPTACLES, REMOVE EXISTING CONDUIT AND

WIRING BACK TO SOURCE.

2. REMOVE EXISTING MINI POWER CENTER (TRANSFORMER AND PANEL

COMBINATION). REMOVE EXISTING WIRING TO BUILDING 60688 AND 70534.

MAIN FEED FROM MCC-2A SHALL REMAIN AND BE CONNECTED TO THE NEW

POWER CENTER.

3. LOCATION OF PANEL LP6-1A.

4. EXISTING CONTROL PANEL SHALL REMAIN.

5. EXISTING PANEL RTU-6 SHALL REMAIN.

6. EXISTING JUNCTION BOX SHALL REMAIN. THE EXISTING ATTACHED 3/4"

CONTROL CONDUIT SHALL BE REMOVED. THE 2" UNDERGROUND CONDUIT

ROUTED TO PANEL RTU-6 SHALL REMAIN, BUT WIRING SHALL BE REMOVED.

SEE FLAG NOTE 8 FOR UNDERGROUND CONDUIT ROUTING.

7. REMOVE EXISTING CONTROL WIRING BACK TO PANEL RTU-6.

8. UNDERGROUND ROUTE FOR COMM. WIRING.

SCALE:

ELCTRICAL PLAN - DEMOLITION

1/2" = 1',0"

SCALE:

PHOTO 1 PANEL LP6-1A

NONE

6'3' 4' 5'2'1'0'1'

GRAPHIC SCALE 1/2" = 1'-0"

SCALE:

ELCTRICAL PLAN - DEMOLITION

NONE

FACILITY 70534

AMMONIA BUILDING

S

(TYP)

S

(TYP)

F

N

N

E

L

L

P

S

WP WP

S

WP

WP

J

(TYP)

SCALE:

ITL WATER CHEMICAL SYSTEM

1" = 20'

60'40'20'0'20'

GRAPHIC SCALE 1" = 20'

A

B

2 3

C

D

1 2 3

I T

L

P

O T

A B

T

E R

C H

E M

I C

J E

C T

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N

S

Y S

T E

M

G

B

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C

N A

4 5 6

U S

T

H

C

I V

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N G

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G

S

Q U

A D

R O

N

I L

T

D

A T

E

C O

N T

R O

L

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

4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

D B

C

C O

N T

R A

F

A

D

C

D

A

B

C A

N

A V

E R

A L

A

F S

F

L O

R I D

A

D B

E H

R A

E I S

R A

N G

E

A

R C

H I T

E C

T E

N G

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T I O

N

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V I C

E S n g i n e e r i n g I n c

L L

E N

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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

EC-101

E L

E C

T R

I C

A

N

N

E W

A

R

O M

A N

L

C

O L

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L

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GENERAL NOTES:

1. SEE DRAWING E-001 FOR GENERAL ELECTRICAL NOTES AND LEGEND.

2. COORDINATE WITH ED-101.

FLAG NOTE:

1. PROVIDE NEW MINI POWER CENTER (TRANSFORMER AND PANEL

COMBINATION) IN NEMA 4X 316 STAINLESS STEEL ENCLOSURE. MOUNT ON

EXISTING STAND.

2. PROVIDE NEW RECEPTACLE.

3. NEW ROOF MOUNTED FAN CONTROLLED BY EXTERIOR SWITCH.

4. NEW INTERIOR LIGHT CONTROLLED BY EXTERIOR SWITCH. FIXTURE SHALL

BE LITHONIA #DMW-3-32-120-GEB10IS-STSL OR EQUAL.

5. LOCATION OF NEW PANEL LP6-1A. INSTALL ON EXISTING SUPPORT FRAME,

SEE PHOTO ON DRAWING ED-101.

6. EXISTING CONTROL PANEL.

7. UNDERGROUND ROUTE FOR EXISTING 2" CONDUIT. PROVIDE NEW WIRING

FROM PLC TO EXISTING SCADA SYSTEM PANEL RTU-6 IN THIS CONDUIT.

COORDINATE WITH CONTROL SYSTEM INSTALLER. CONDUIT SHALL

CONTAIN REMOTE REPORTING CIRCUITS AND POTABLE WATER SENSOR

CIRCUITS (SEE FLAG NOTE 8).

8.…