Digitally Signed 09/23/2020 STATION IMPROVEMENTS

NO SCALE

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LAREDO, TX

PROJECT SITE

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SEPTEMBER 2020

REGISTRATION NO.F-5713

© 2020 GARVER, LLCTHIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE, REPRODUCTION, OR DISTRIBUTION OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING PROFESSIONAL SERVICES

AGREEMENT FOR THIS WORK.

DRAWN BY:

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SIERRA VISTA BOOSTER PUMPSTATION IMPROVEMENTS

CITY OF LAREDO

Garver Project No.18258055

1906 EAST TYLER AVENUE, SUITE DHARLINGEN, TX 78550

956-734-2375

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18258055

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Digitally Signed 09/23/2020

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INDEX OF DRAWINGS

G002

02

GENERAL

SHTNO.

DWGNO. DESCRIPTION

01 G001 COVER

02 G002 INDEX OF DRAWINGS

03 G003 ABBREVIATIONS

04 G004 GENERAL LEGEND

05 G005 PROCESS AND INSTRUMENTATION DIAGRAM LEGEND

06 G006 STRUCTURAL NOTES AND LEGEND

07 G007 PROCESS MECHANICAL NOTES AND LEGEND

08 G008 ELECTRICAL NOTES AND LEGEND

PROCESS MECHANICAL

SHTNO.

DWGNO. DESCRIPTION

09 M131 PUMP ROOM MODIFICATION PLAN

10 M301 PUMP ROOM MODIFICATION SECTIONS

11 M501 PUMP ROOM ISOMETRIC

DEMOLITION

SHTNO.

DWGNO. DESCRIPTION

12 X131 PUMP ROOM DEMOLITION PLAN AND SECTIONS

ELECTRICAL

SHTNO.

DWGNO. DESCRIPTION

13 E101 SIERRA VISTA BOOSTER PUMP STATION ELECTRICAL PLAN

14 E301 EQUIPMENT ELEVATIONS AND I/O LIST

15 E501 ONE-LINE DIAGRAM MODIFICATIONS

16 E701 ELECTRICAL DETAILS

17 E702 BOOSTER PUMP VFDS CONTROL SCHEMATIC

18 E703 BOOSTER PUMP VFDS CONTROL SCHEMATIC CONT.

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ABBREV DESCRIPTION SHTTYPE

A AMP E

ABC ABOVE COUNTER E

ABDN ABANDON C

ABV ABOVE M

A/C AIR CONDITIONER, AIRCONDITIONING

M

ACC AIR COOLED CHILLER M

ACCU AIR COOLED CONDENSINGUNIT

M

ACS ACCESS CONTROLSYSTEM

E

ACU AIR CONDITIONING UNIT E

AFF ABOVE FINISHED FLOOR C,S,M,E

AFG ABOVE FINISHED GRADE E

AIC AMPS INTERRUPTINGCAPACITY

E

AL ALUMINUM S

ALUM ALUMINUM SULFATE C

AM AMP-METER E

AMP AMPERES M

ANN ANNUNCIATOR E

ANSI AMERICAN NATIONALSTANDARDS INSTITUTE

M

AP AERIAL PRIMARY E

APD AIR PRESSURE DROP M

APPROX APPROXIMATE C

ARCH ARCHITECT,ARCHITECTURAL

S

ARI AIR CONDITIONING &REFRIGERATIONINSTITUTE

M

AS AERIAL SECONDARY E

ASHRAE AMERICAN SOCIETY OFHEATING, REFRIGERATION& AIR CONDITIONINGENGINEERS

M

ASME AMERICAN SOCIETY OFMECHANICAL ENGINEERS

M

ASPH ASPHALT C

ASSY ASSEMBLY C

ASTM AMERICAN SOCIETY OFTESTING AND MATERIALS

M

ATS AUTOMATIC TRANSFERSWITCH

E

AUX AUXILIARY M,E

AWWA AMERICAN WATER WORKSASSOCIATION

M

BD BACKDRAFT DAMPER M

BFI BLOWN FUSE INDICATOR E

BFW BOILER FEED WATER M

BG BACK GOUGE S

BI BYPASS ISOLATION E

BKR BREAKER M,E

BLDG BUILDING C

BLK BLOCK C

BM BENCHMARK C

BOD BOTTOM OF DUCT M

BOP BOTTOM OF PIPE M

BOS BOTTOM OF STRUCTURE M

BOT BOTTOM C

BTU BRITISH THERMAL UNIT M

C CONDUIT E

CB CIRCUIT BREAKER E

CCJ CRACK CONTROL JOINT S

CCTV CLOSED CIRCUITTELEVISION

E

CFH CUBIC FEET PER HOUR M

CFM CUBIC FEET PER MINUTE M

CFS CUBIC FEET PER SECOND M

CGRS PVC COATED GALVANIZEDRIGID STEEL

E

CI CAST IRON C

CIP CAST IRON PIPE C

CIRC CIRCULATING M

CJ CONSTRUCTION JOINT C,S

CJP COMPLETE JOINTPENETRATION

S

CKT CIRCUIT M,E

CL CENTERLINE M,S,E

CL CLASS C

CLG CEILING M

COGEN COMBINED HEAT ANDPOWER GENERATION

C,M

CMU CONCRETE MASONRY UNIT C,S,M

COL COLUMN M

COM COMMON E

CONC CONCRETE C

CONN CONNECTION C

CONT CONTINUOUS C,S,E

CP CONTROL PANEL E

CP CONTROL POINT C

CPT CONTROL POWERTRANSFORMER

E

CPVC CHLORINATED POLYVINYLCHLORIDE

M

CR CONTROL RELAY E

CRI COLOR RENDERING INDEX E

CS CORD SET E

CU COEFFICIENT OFUTILIZATION

E

CU COPPER M

CW COLD WATER M

°C DEGREES CELSIUS M

DB DRY BULB M

dB DECIBEL M

DDC DIRECT DIGITALCONTROL(S)

M

DEB DIRECT EARTH BURIED E

DI DUCTILE IRON C

DIA DIAMETER C,S

DIP DUCTILE IRON PIPE C

DISC DISCONNECT M

DX DIRECT EXPANSION M

EA EXHAUST AIR, EXPANSIONANCHOR, EACH

C,S,M

EAT ENTERING AIRTEMPERATURE

M

EC EMPTY, EMBEDDEDCONDUIT

E

ECC ECCENTRIC M

EDB ENTERING DRY BULB M

EF EXHAUST FAN E

EF EACH FACE S

EFF EFFLUENT C

EG EQUIPMENT GROUND E

EJ EXPANSION JOINT S

EL, ELEV ELEVATION C,S,M,E

ELEC ELECTRICAL C,S,M

EMT ELECTRICAL METALLICTUBING

E

ENCL ENCLOSURE M

EQ EQUAL C

EQUIP EQUIPMENT M

ES EVENLY SPACED, EACHSIDE

S

ESP EXTERNAL STATICPRESSURE

M

ETM ELAPSED TIME METER E

EW EACH WAY S

EWB ENTERING WET BULB M

EWC ELECTRICAL WATERCOOLER

M

EWT ENTERING WATERTEMPERATURE

M

EX EXISTING C

EXH EXHAUST M

EXP EXPANSION C

EXIST EXISTING

EXT EXTERIOR S

FA FIRE ALARM M,E

FACP FIRE ALARM CONTROLPANEL

E

FC FAN COIL E

FCJ FLOOR CONSTRUCTIONJOINT

C

FD FLOOR DRAIN S

FDS FUSED DISCONNECTSWITCH

E

FFE FINISHED FLOORELEVATION

C,S

FH FIRE HYDRANT C

FIN GR FINISH GRADE C

FL FLOW LINE C,M

FLA FULL LOAD AMPERES M

FLEX FLEXIBLE M

FLG FLANGED C

FLR FLOOR S,E

FND FOUNDATION S

FOB FLAT ON BOTTOM M

FOC FIBER OPTIC CABLE E

FPM FEET PER MINUTE M

FRP FIBERGLASS REINFORCEDPIPE

C

FRP FIBERGLASS REINFORCEDPLASTIC

S,M,E

FS FLOAT SWITCH E

FS FOOTING STEP, FAR SIDE S

FT FEET, FOOT C,S,E

FTG FOOTING C

FVNR FULL VOLTAGENON-REVERSING STARTER

E

FVR FULL VOLTAGEREVERSING STARTER

E

°F DEGREES FAHRENHEIT M

GA GAUGE, GAGE M,S

GAL GALLON M

GALV GALVANIZED M,S

GFI,GFCI

GROUND FAULT CIRCUITINTERRUPTER

M,E

GL GAS LINE C

GND GROUND E

GPD GALLONS PER DAY M

GPH GALLONS PER HOUR M

GPM GALLONS PER MINUTE M

GR GRADE C

GRND GROUND M

GRS GALVANIZED RIGID STEEL E

GV GATE VALVE C

H,HT HEIGHT M

HD HEAD, HUB DRAIN M

HID HIGH INTENSITYDISCHARGE

E

HOA HAND-OFF-AUTOMATIC M,E

HORIZ HORIZONTAL C,S,M

HP HORSEPOWER, HEATPUMP

M,E

HR HOUR E

HSTAT HUMIDISTAT M

HTG HEATING M

HTR HEATER M

HW HOT WATER M

HWY HIGHWAY C

HYD HYDRANT M

Hz HERTZ M

ID INSIDE DIAMETER C,M

IDS INTRUSION DETECTIONSYSTEM

E

IE INVERT ELEVATION M

IG ISOLATED GROUND E

IJ ISOLATION JOINT S

IN INCHES C

IN WC INCHES OF WATERCOLUMN

M

INF INFLUENT C

INT INTERIOR S

INV INVERT C

ISP INDIVIDUALLY SHIELDEDPAIR

E

JB JUNCTION BOX E

JT JOINT C

KIP 1,000 POUNDS S

KLF KIPS PER LINEAR FOOT S

KSF KIPS PER SQUARE FOOT S

kVA KILOVOLT-AMPERES M,E

kVAR KILOVOLT-AMPERE,REACTIVE

E

kW KILOWATTS M,E

kWh KILOWATT-HOUR M

L LENGTH M

LA LIGHTNING ARRESTER E

LAT LEAVING AIRTEMPERATURE

M

LBS, # POUNDS S,M

LDB LEAVING DRY BULB M

LEN LENGTH C

LF LINEAR FEET M

LG LONG C

LIN LINEAL, LINEAR C

LLF LIGHT LOSS FACTOR E

LLH LONG LEG HORIZONTAL S

LLV LONG LEG VERTICAL S

LO LUGS ONLY E

LOC LOCATION C

LOR LOCAL-OFF-REMOTE E

LP LOW PRESSURE M

LRA LOCKED ROTOR AMPERES M

LSL LONG SLOT S

LT LEFT C

LTG LIGHTING M

LV LOW VOLTAGE E

LWB LEAVING WET BULB M

LWT LEAVING WATERTEMPERATURE

M

MANUF MANUFACTURER C

MAX MAXIMUM C,S

MBTU,MBH

1000 BTU PER HOUR M

MCA MINIMUM CIRCUITAMPACITY

M

MCB MAIN CIRCUIT BREAKER E

MCB MINIMUM CIRCUITBREAKER

M

MCC MOTOR CONTROL CENTER E

MCP MOTOR CIRCUITPROTECTOR

E

MD MOTORIZED DAMPER M

MECH MECHANICAL S

MFR MANUFACTURER S,M,E

MGD MILLION GALLONS PERDAY

C

MH MANHOLE, METAL HALIDE C,M

MIN MINIMUM C,S,E

MISC MISCELLANEOUS C

MJ MECHANICAL JOINT C

MLO MAIN LUGS ONLY E

MOCP MAXIMUM OVER CURRENTPROTECTION

M

MS MOTOR STARTER E

MTD MOUNTED E

N NORTH C

N.O. NORMALLY OPEN M

N/A NOT APPLICABLE M

NC NOISE CRITERIA,NORMALLY CLOSED

M

NCTO NORMALLY CLOSEDTIMED OPEN

E

NEC NATIONAL ELECTRICALCODE

M

NEMA NATIONAL ELECTRICALMANUFACTURER'SASSOCIATION

M

NEUT NEUTRAL E

NFDS NON-FUSED DISCONNECTSWITCH

E

NFPA NATIONAL FIREPROTECTIONASSOCIATION

M

NIC NOT IN CONTRACT C,M

NL NIGHT LIGHT E

NO,# NUMBER C

NOTC NORMALLY OPEN TIMEDCLOSED

E

NS NEAR SIDE S

NTS NOT TO SCALE C,M,E

NWSL NORMAL WATER SURFACELEVEL

C

OA OUTSIDE AIR M

OBD OPPOSED BLADE DAMPER M

OC ON CENTER C,S,E

OD OUTSIDE DIAMETER C,M

OFCI OWNER FURNISHED/CONTRACTOR INSTALLED

M

OH OVERHEAD M,E

OH OPPOSITE HAND S

OHP OVERHEAD PRIMARY E

OHS OVERHEAD SECONDARY E

OL OVERLOAD E

OS&Y OUTSIDE STEM AND YOKE M

OSHA OCCUPATIONAL SAFETY &HEALTH ADMINISTRATION

M

OVS OVERSIZED S

PB PUSH BUTTON E

PCF POUNDS PER CUBIC FOOT S

PD PROCESS DRAIN C,M

PE PLAIN END C

PEC PHOTO ELECTRIC CELL E

PF POWER FACTOR E

PFCC POWER FACTORCORRECTION CAPACITOR

E

PH, ø PHASE M

PI POINT OF INTERSECTION C

PIV POST INDICATOR VALVE M

PJP PARTIAL JOINTPENETRATION

S

PL PILOT LIGHT E

PL, PLS PLATE, PLACES C

PLF POUNDS PER LINEARFOOT

S

PMR PHASE MONITOR RELAY E

PNL PANEL M,E

PO PUSH ON C

PP POWER POLE C

PRV PRESSURE RELIEF VALVE S,M

PSF POUNDS PER SQUAREFOOT

S,M

PSI POUNDS PER SQUAREINCH

C,S,M

PSIA POUNDS PER SQUAREINCH ABSOLUTE

M

PSIG POUNDS PER SQUAREINCH GAUGE

M

PTT PUSH-TO-TEST E

PVC POLYVINYL CHLORIDE C,M,E

R, RAD RADIUS C

RA RETURN AIR M

RCP REFLECTED CEILING PLAN M

RCP REINFORCED CONCRETEPIPE

C

RD ROOF DRAIN M

RE: REFERENCE, REFER M

RECIRC RECIRCULATE M

RECPT RECEPTACLE E

RED REDUCER C

REINF REINFORCEMENT C,S,M

REQD REQUIRED C,S,M

RH RELATIVE HUMIDITY M

RHG REFRIGERANT HOT GAS M

RJ RESTRAINED JOINT C

RL REFRIGERANT LIQUID M

RLA RUNNING LOAD AMPERES M

RM ROOM M,E

ROW,R/W

RIGHT-OF-WAY C

RPM REVOLUTIONS PER MINUTE M

RS REFRIGERANT SUCTION M

RS RESILIENT SEAT C

RT RIGHT C

RVAT REDUCED VOLTAGEAUTO-TRANSFORMERSTARTER

E

RVSS REDUCED VOLTAGE SOFTSTARTER

S SECOND E

S SOUTH, SLUDGE C

SA SURGE ARRESTER E

SA SUPPLY AIR M

SCH SCHEDULE C

SD SMOKE DAMPER, STORMDRAIN

M

SDBC SOFT DRAWN BARECOPPER

E

SE SERVICE ENTRANCE E

SEC SECTION M

SECT SECTION C

SF SQUARE FEET C,M

SHT SHEET C,E

SIM SIMILAR S

SN SOLID NEUTRAL E

SP STATIC PRESSURE M

SPEC SPECIFICATIONS C,S

SQ SQUARE C,M

SS STAINLESS STEEL M,S,E

SS SANITARY SEWER C

SSL SHORT SLOT S

SSOL SOLID STATE OVERLOADRELAY

E

ST SOUND TRAP, STEAM TRAP M

STA STATION C,E

STD STANDARD C,S,M

STL STEEL S

SURF SURFACE M

SUSP SUSPEND, SUSPENDED M

SW SWITCH E

T&B TOP AND BOTTOM C,S

TBM TEMPORARY BENCHMARK C

TC TIME CLOCK E

TD TIME DELAY E

TDD TIME DELAY ONDE-ENERGIZATION

E

TDE TIME DELAY ONENERGIZATION

E

TEL TELEPHONE E

TEMP TEMPORARY, TEMPERED C

THD TOTAL HARMONICDISTORTION

E

THK THICKNESS C

THRU THROUGH M

TOB TOP OF BEAM S

TOC TOP OF CONCRETE S

TOC TOP OF CURB C

TOD TOP OF DUCT M

TOF TOP OF FOOTING S

TOS TOP OF STEEL S

TP TOTAL PRESSURE M

TSP TOTAL STATIC PRESSURE M

TSTAT THERMOSTAT M

TYP TYPICAL C,S,E,M

U/F UNDER FLOOR M

U/G UNDERGROUND M

U/S UNDER SLAB M

UG UNDER GROUND E

UGE UNDER GROUND ELECTRIC E

UGP UNDERGROUND PRIMARY E

UGS UNDERGROUNDSECONDARY

E

UH UNIT HEATER E

UL UNDERWRITERSLABORATORIES, INC.

M

UNO UNLESS NOTEDOTHERWISE

C,S,M,E

UTP UNSHIELDED TWISTEDPAIR

E

V VOLT, VALVE C,M,E

VA VOLT-AMPERE M,E

VAC VACUUM M

VAV VARIABLE AIR VOLUME M

VCJ VERTICAL CONSTRUCTIONJOINT

S

VD VOLUME DAMPER M

VERT VERTICAL C,S,M

VFD VARIABLE FREQUENCYDRIVE

E

VM VOLT-METER E

VT VENTILATOR C

VTR VENT THROUGH ROOF M

W WATT, WIRE, WIDTH,WINDOW, WATER

C,S,M,E

W/ WITH C,S,M,E

W/O WITHOUT C,M

WB WET BULB M

WC WATER COLUMN M

WH WEATHER HEAD E

WL WATER LINE C

WM WATT METER E

WP WEATHERPROOF E

WPD WATER PRESSURE DROP M

WS WATERSTOP C,S

WT WATERTIGHT, WEIGHT M

WTM WATER TRANSMISSIONMAIN

C

WWF WELDED WIRE FABRIC C

X BY C

XMFR TRANSFORMER M,E







GDT GRAPHIC DISPLAY TERMINAL

STP SHIELDED TWISTED PAIR

E

E

C,S,M

E

SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTOR'S NATIONAL ASSOCIATION

M

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ABBREVIATIONS

G003

03

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TRUE

TITLE DENOTES A PLAN VIEW LAYOUT(THIS EXAMPLE IS PLAN VIEW No. 1 ON SHEET A101)

A101 A301

1 TYP

?

TITLE DENOTES AN ELEVATION, SECTION, OR DETAIL VIEW LAYOUT(THIS EXAMPLE IS DETAIL 1 ON SHEET A201 WHICH HAS A BACK REFERENCE ON SHEET A101)

CALLOUT DENOTES A CUT SECTIONTYPICAL REFERENCE

(THIS EXAMPLE OCCURS ON SHEET A101 REFERENCING SECTION No. 1 ON SHEET A301)

CALLOUT DENOTES AN ELEVATION REFERENCE(THIS EXAMPLE OCCURS ON SHEET A101 REFERENCING ELEVATION No. 1 ON SHEET A201)

TYP

A401

1

A101

CALLOUT DENOTES AN ENLARGED AREA TYPICAL REFERENCE(THIS EXAMPLE OCCURS ON SHEET A101 REFERENCING DETAIL No. 1 ON SHEET A401)

A401

1

A101

D05

2200-001CALLOUT DENOTES A STANDARD DETAIL REFERENCE

A201

CALLOUT DENOTES A KEYED NOTE REFERENCE

1

SYMBOL INDICATES NORTH DIRECTION

0

(IN FEET)

40' 60'10 20'

SYMBOL INDICATES A ROOM / AREA DESIGNATION WITH ROOM NUMBER AND SQUARE FOOTAGE

ROOM NAME

101

150 SF

SYMBOL INDICATES A GRAPHICAL BAR SCALE

CLOUDED REGION INDICATES A REVISED AREA

2

0

SYMBOL INDICATES A STRUCTURAL GRIDLINE OR DATUM

1ST FLOOREL. 602.50

SYMBOL INDICATES A DATUM IN A SECTION OR ELEVATION

SYMBOL DESCRIPTION

SCALE:

PROJECTNORTH

1 TITLE1/8" = 1'-0"A101

SCALE:

1 TITLE1/8" = 1'-0"A101 A201

GENERAL LEGENDR

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GENERAL LEGEND

G004

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DA

II

PI

IF

PI

AD

-+

R

P

I

MASS

M

HE

D

M

S

F

V

G

M

P

P

RVSS

CAS

FCV13

I-501

I-501

ST

1"

FULL VOLTAGENON-REVERSING STARTER

CONTROL AND STATUS

ANALOG TO DIGITAL

DIGITAL TO ANALOG

FREQUENCY TO CURRENT

PRESSURE TO CURRENT

CURRENT TO PRESSURE

CURRENT BOOST/ REPEATER

DESCRIPTION

PROGRAMMABLELOGICCONTROLLER

SYMBOL

COMPUTERFUNCTION

SHARED DISPLAYSHARED CONTROL

BLOCK TAG

DISCRETEINSTRUMENTS

KEY

SYMBOL

PRIMARYLOCATION;OPERATOR

ACCESSIBLE

TEST POINT,TERMINAL BLOCK WITHSLIDING LINK ANDMINI-BANANA SOCKETS

SUM

CHARACTERIZATION

SQUARE ROOT

INTEGRATION

DIFFERENCE

-

ELECTRIC BINARY (ON-OFF) SIGNAL

LINE

HYDRAULIC SIGNAL

INTERNAL SYSTEM LINK(SOFTWARE OR DATA LINK)

CAPILLARY OR FILLED TUBE

MECHANICAL LINK

ELECTRIC SIGNAL

ELECTROMAGNETIC OR SONIC SIGNAL(UNGUIDED)

ELECTROMAGNETIC OR SONIC SIGNAL(GUIDED)

PNEUMATIC BINARY (ON-OFF) SIGNAL

PNEUMATIC SIGNAL

UNDEFINED SIGNAL

PROCESS CONNECTION

DESCRIPTION

LOOP POWER SUPPLY

POWER OF HYDROGEN

TURBIDITYTURB.

pH

PILOT LIGHT FORPROCESS SIGNALS

INSTRUMENTSSHARING COMMONHOUSING

RESET FOR LATCHTYPE OPERATOR

INTERLOCK LOGICWITH REFERENCE

PANEL MOUNTEDPATCHBOARD POINT

DIAPHRAGM SEAL

DESCRIPTIONSYMBOL

LINE

EXISTING EQUIPMENT

PROPOSED OR NEW EQUIPMENT

DESCRIPTION

ANNULAR SEAL

AREA/BUILDING BOUNDARY

PROCESS LINE - PRIMARY

PROCESS LINE - SECONDARY

SYMBOL

SLOPE ARROWARROW DIRECTION DOWN

LINE HEAT TRACEDAND INSULATEDST = STEAM TRACEDET = ELECTRIC TRACED

OUTSIDE GRADE LEVEL

DESCRIPTION

SHOWN ELSEWHERE

LINE DESCRIPTION

PACKAGE BOUNDARY

PROCESS

SYMBOL

SHEET INTERFACE

DRAWING TYPE

SHEET INTERFACE WITHPROCESS FLAG

EQUIPMENT TAG

DESCRIPTION

SHEET NUMBER

XXXX

KNIFE GATE VALVE

STOP CHECK VALVE

CHARACTERIZED OR

PRESSURE CONTROL

(SELF CONTAINED)

FLEXIBLE CONNECTION,GENERAL

THREADED TAP

EXPANSION JOINT

`Y' TYPE STRAINER

QUICK CONNECTOR

FLEXIBLE HOSE

STRAINER

FILTER

VEE-BALL VALVE

VALVE

VALVEVACUUM RELIEF

PRESSURE RELIEF

DIAPHRAGM VALVE

THREE WAY VALVE

FOUR WAY VALVE

GLOBE VALVE

ROTARY VALVE

NEEDLE VALVE

SPRAY NOZZLE

BLIND FLANGE

HOSE CONNECTION

DRAIN

SYMBOL DESCRIPTION

PLUG

UNION

BUTTERFLY VALVE

BALL VALVE

PLUG VALVE

DESCRIPTION

GATE VALVE

CHECK VALVE

SYMBOL

AIR CYLINDER

SYMBOL

INDICATE OPEN PORTS

LIMIT SWITCH

FAIL ARROWS

ELECTRO-HYDRAULIC

DIGITAL OPERATOR

OPERATOR

SOLENOID OPERATOR

MOTOR OPERATOR

DIAPHRAGM OPERATORPRESSURE BALANCED

CYLINDER OPERATOR

EDUCTOR/EJECTOR

HEATER W/FAN(INDUCED DRAFT)

HEATER, GENERAL

HYDRAULIC CYLINDER

HEAT EXCHANGER,GENERAL

HEATER W/FAN(FORCED DRAFT)

COUPLING

DYNAMIC PUMP

DYNAMIC COMPRESSOR

POSITIVE DISPLACEMENTCOMPRESSOR

POSITIVE DISPLACEMENTPUMP

SHAFT

SYMBOL

FLOAT OPERATOR

AIR DIAPHRAGM OPERATOR

CHAIN OPERATOR

POSITIONER

HAND OPERATOR

HAND OPERATOR (LONG)

DESCRIPTION DESCRIPTION

VARIABLE SPEED DRIVE

ELECTRIC MOTOR

AIR MOTOR

ELECTRIC GENERATOR

HYDRAULIC MOTOR

SYMBOL

pH ELECTRODE ASSEMBLY

TARGET ELEMENT

MASS FLOWMETER

MAGNETIC FLOWMETER

SONIC FLOWMETER

IN QUICK CHANGE FITTING

AVERAGING PITOT STATION

POSITIVE DISPLACEMENT

TURBINE ELEMENT

VORTEX SENSOR

FLOWMETER

WEIR

SINGLE PORT PITOT

VENTURI TUBE

FLUME

FLOW ORIFICE

SIGHT FLOW INDICATOR

ROTAMETER

FLOW ORIFICE

THERMOWELL

THREADED TAP

DESCRIPTION

PINCH VALVE

ULTRASONIC LEVEL TRANSMITTER

STOP GATE

BALL CHECK

PRESSURE SENSOR

FLOOR CLEANOUT

WATER HAMMER ARRESTER

GAUGE

P = PRESSUREV = VACUUMT = TEMPERATUREdP = PRESSURE DIFFERENTIAL

MUD VALVE

FLOAT SWITCH

REDUCED VOLTAGE SOFT STARTER

SLIDE GATE AIR RELIEF

RADAR LEVEL TRANSMITTERR

DIFFERENTIAL

RATIO (FRACTION)

INTEGRATE ORTOTALIZE

SAFETYS SPEED OR FREQUENCY

SURGE ARRESTOR, SEE SPECIFICATIONS

MULTIVARIABLE

VIBRATION ORMECHANICAL ANALYSIS

WEIGHT OR FORCE

UNCLASSIFIED

EVENT, STATE ORPRESENCE

TEMPERATURE

JI

Z

Y

POSITION

V

W

X

U

T

HAND (MANUALLY INITIATED)

CURRENT (ELECTRICAL)

TIME OR TIME-SCHEDULE

MOTION

USER CHOICE

USER CHOICE

PRESSURE OR VACUUM

QUANTITY OR EVENT

R

Q

O

P

N

RADIATION

K

M

L

J

H

I

LEVEL

POWER

MOMENTARY

SCAN

MEASURED ORINITIATINGVARIABLE

BURNER FLAME

CONDUCTIVITY (ELECTRICAL)

DENSITY (MASS) ORSPECIFIC GRAVITY

VOLTAGE (EMF)

GAUGING (DIMENSIONAL)

B

F

G

E

D

C

FLOW RATE

A ANALYSIS

FIRST LETTER

MODIFIER

SWITCH

MULTIFUNCTION

UNCLASSIFIED

MULTIFUNCTION

UNCLASSIFIED

WELL

DRIVE, ACTUATE ORUNCLASSIFIED FINALCONTROL ELEMENT

RELAY ORCOMPUTE

VALVE, DAMPER,OR LOUVER

UNCLASSIFIED

MULTIFUNCTION

TRANSMIT

MODIFIER

USER CHOICE

MIDDLE ORINTERMEDIATE

USER CHOICE

ORIFICE (RESTRICTION)

POINT (TEST POINT)

RECORD OR PRINT

USER CHOICE

LIGHT (PILOT)

INDICATE

USER CHOICE

CONTROL STATION

LOW

HIGH

SUCCEEDING LETTERS

USER CHOICE

PRIMARY ELEMENT

GLASS

READOUT ORPASSIVE

FUNCTION

ALARM

USER CHOICE

CONTROL

OUTPUTFUNCTION

INSTRUMENTS OR FUNCTIONS

INSTRUMENT LINE TYPES

SIGNAL CONDITIONERS

EQUIPMENT LINE TYPES INSTRUMENT POWER SUPPLY

AUX INSTRUMENTS OR FUNCTIONS

IDENTIFICATION, GENERAL

PIPING LINE TYPES

PIPING, MISCELLANEOUS

ACCESSORIES AND APPURTENANCES VALVES VALVE OPERATORS PROCESS EQUIPMENT INSTRUMENT PRIMARY ELEMENTS

MEANING OF FUNCTIONAL INSTRUMENT IDENTIFICATION LETTERS

FCO

PS

POWER SUPPLY, TYPE AND LEVEL SHOWN,ABBREVIATIONS AS FOLLOWS:AS - AIR SUPPLY

IA - INSTRUMENT AIRPA - PLANT AIR

ES - ELECTRIC SUPPLYGS - GAS SUPPLY

PURGE OR FLUSHINGDEVICE

AUXILIARYLOCATION;OPERATOR

ACCESSIBLE

LOCATIONNOT NORMALLY

OPERATORACCESSIBLE

FIELDMOUNTED

FVNR

f(x)

IA120

PSIG

AIR

CHOPPER PUMP W/NOZZLES

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PROCESS ANDINSTRUMENTATIONDIAGRAM LEGEND

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GENERAL NOTES:

STRUCTURAL STEEL NOTES: FOUNDATION NOTES:

GENERAL CONCRETE NOTES:

LEGEND:

GRIDLINE

% PERCENT

PLATE

± PLUS / MINUS

WATERSTOP

DIRECTION OFDECK SPAN

CENTERLINE

° DEGREES

FLANGE

1. GENERAL NOTES AND STANDARD DETAILS SHALL NOT REPLACE OR OVER RULE ANY STRUCTURE SPECIFIC NOTE, DETAIL, OR SPECIFICATION. STRUCTURE SPECIFIC NOTES AND DETAILS SHALL GOVERN OVER GENERAL NOTES AND STANDARD DETAILS.

2. RISK CATEGORY----------- III3. DESIGN LIVE LOADS - 2015 IBC

ROOF WITHOUT REDUCTION------------ 20 PSFFLOORS:CORRIDORS------------------------------------ 100 PSFASSEMBLY AREAS--------------------------- 100 PSFBALCONIES------------------------------------- 100 PSFRESTROOMS----------------------------------- 80 PSFOFFICES----------------------------------------- 50 PSFSTAIRS------------------------------------------- 100 PSFMOVABLE FILE ROOMS-------------------- 150 PSFINDUSTRIAL AREAS------------------------- 250 PSFEQUIPMENT ROOMS------------------------ 250 PSFAREAS WITH UNRESTRICTED VEHICULAR ACCESS----- AASHTO HS20

4. WIND LOAD PARAMETERS - ASCE 7-10BASIC WIND SPEED---------- 120 MPHEXPOSURE CATEGORY-----------CGCPI +/- 0.18 (ENCLOSED BUILDINGS)

5. SEISMIC DESIGN PARAMETERS - IBC 2015IMPORTANCE FACTOR, I--------1.25SITE CLASS--------------------------D

SEISMIC SPECTRAL ACCELERATIONSSs ----------------------0.051gS -----------------------0.017gSEISMIC DESIGN CATEGORY----------ADESIGN SPECTRAL ACCELERATIONSS ---------------------0.055gS --------------------0.028g

RESPONSE MODIFICATION FACTOR, R----------SEE INDIVIDUAL PLANSBASIC SEISMIC FORCE RESISTING SYSTEM--SEE INDIVIDUAL PLANSSEISMIC RESPONSE COEFFICIENT, Cs---------SEE INDIVIDUAL PLANSANALYSIS PROCEDURE------------------------------EQUIVALENT LATERAL FORCE

6. SNOW LOADS PARAMETERS - ASCE 7-10GROUND SNOW LOAD, P -----------0 PSFIMPORTANCE FACTOR, I -------------1.10EXPOSURE FACTOR, C -------------- 1.0THERMAL FACTOR, C --------------- 1.0SLOPED ROOF SNOW LOAD, P ---------------

7. THE STRUCTURE SHOULD NOT BE CONSIDERED TO BE STABLE DURING CONSTRUCTION UNTIL ALL ELEMENTS ARE IN PLACE AND CONNECTED. THE CONTRACTOR IS RESPONSIBLE FOR DESIGNING ALL TEMPORARY CONSTRUCTION BRACING, AS REQUIRED.

8. CONSTRUCTION METHODS, PROCEDURES, AND SEQUENCES ARE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL TAKE ALL THE NECESSARY MEANS TO MAINTAIN AND PROTECT THE STRUCTURAL INTEGRITY OF ALL CONSTRUCTION, NEW AND EXISTING, AT ALL STAGES.

9. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS PRIOR TO ANY PERTINENT WORK. ALL EXISTING CONDITIONS AND DIMENSIONS SHALL BE NOTED ON THE SHOP DRAWINGS.

10. COORDINATE WITH THE ARCHITECTURAL, CIVIL, MECHANICAL, STRUCTURAL, AND ELECTRICAL DRAWINGS, AND VERIFY THE LOCATIONS AND SIZES OF THE CHASES, OPENING, INSERTS, SLEEVES, FINISHES, CONDUITS, DEPRESSIONS AND OTHER PROJECT REQUIREMENTS.

11. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING THE DRAWINGS AND EXISTING CONDITIONS TO DETERMINE WHERE OPENINGS ARE REQUIRED IN WALLS AND SLABS.

12. STANDARD DETAILS APPLY UNLESS INDICATED OTHERWISE ON SPECIFIC STRUCTURE DRAWINGS.

1

DS

D1

G

e

T

s

1. UNLESS OTHERWISE SPECIFIED, HOT-ROLLED STEEL BUILDING MEMBERS USING W-SHAPES SHALL BE ASTM A992; M-, S-, AND C- SHAPES ASTM A36; SQUARE, RECTANGULAR & ROUND HSS SHAPES ASTM A 500 GRADE B; ANGLES AND MISCELLANEOUS STIFFENER PLATES ASTM A 36.

2. ALL SHEAR CONNECTIONS NOT DETAILED OR OTHERWISE NOTED SHALL BE STANDARD AISC WELDED OR AISC BOLTED CONNECTIONS AND SHALL HAVE SUFFICIENT CAPACITY TO SUPPORT THE END REACTION EQUAL TO ONE - HALF THE TOTAL UNIFORM CAPACITY SHOWN IN THE ALLOWABLE UNIFORM LOAD TABLES OF THE AISC ALLOWABLE STRESS DESIGN MANUAL - 13TH EDITION.

3. WELDING SHALL CONFORM WITH AWS D1.1 STRUCTURAL WELDING CODE.

4. ALL BOLTS FOR BEAM CONNECTIONS SHALL BE ASTM F3125 GRADE A325 WITH A MINIMUM DIAMETER OF 1/2" UNO. ALL BOLTED CONNECTIONS SHALL BE BEARING TYPE CONNECTIONS UNLESS NOTED AS SLIP CRITICAL. WASHERS SHALL BE INSTALLED UNDER NUTS OF FASTENERS WHEN REQUIRED BY THE SPECIFICATION FOR STRUCTURAL JOINTS.

5. ALL ANCHOR RODS SHALL BE ASTM F1554, GRADE 36 UNO.

1. FLOOR SLAB CONSTRUCTION JOINTS (C.J.) SHALL BE PLACED AS SHOWN ON FOUNDATION PLANS AND SUBMITTED TO ENGINEER FOR APPROVAL PRIOR TO CONCRETE PLACEMENT.

2. FLOOR SLAB ISOLATION JOINTS SHALL BE 30# FELT UNO.

3. CONCRETE FLOOR AND SLAB ON GRADE MAY BE PLACED IN LANES. SPACING OF JOINTS SHALL BE AS SHOWN ON THE FOUNDATION PLAN. WHEN LANE PLACEMENT IS USED, CONSTRUCTION JOINTS SHALL BE USED FOR THE JOINTS BETWEEN LANES. SAW CUT CRACK CONTROL JOINTS SHALL BE PROVIDED ACROSS EACH LANE AT SPACING SHOWN ON PLANS.

4. ALL CONCRETE CORNERS SHALL BE CHAMFERED 3/4" ON THE EXTERIOR EXPOSED CORNER.

5. COMPACTED GRANULAR FILL OR BASE COURSE ROCK AS INDICATED AND SPECIFIED.

6. ALL PRESSURE PIPING BENEATH SLABS SHALL BE CONCRETE ENCASED.

7. VAPOR BARRIER REQUIRED BENEATH ALL INTERIOR BUILDING SLABS.

1. STRUCTURAL CONCRETE FOR BUILDING MEMBERS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF 4,500 PSI UNO.

2. CONCRETE FOR SLABS SUBJECTED TO VEHICULAR WHEEL LOADS SHALL HAVE A SPECIFIED COMPRESSIVE STRENGTH OF 4,500 PSI.

3. HOLD SLUMP TO 3 TO 4 INCHES IN ALL FLOOR SLABS.

4. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4".

5. NON-PRESTRESSED CONCRETE REINFORCEMENT SHALL CONFORM TO ASTM A 615 GRADE 60.

6. REINFORCEMENT LAP SPLICES SHALL CONFORM TO STANDARD DETAIL D03/3000-100C.

7. CONCRETE COVER OVER REINFORCEMENT SHALL CONFORM TO THE MINIMUM REQUIRED BY STANDARD DETAIL D03/3000-101, UNO.

8. REINFORCEMENT DETAILING AND PLACEMENT SHALL CONFORM TO ACI 318 AND ACI 315.

9. NO REINFORCING BAR SHALL BE WELDED OR FIELD BENT IN ANY MANNER, UNLESS SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS.

10. PROVIDE FULL EMBEDMENT FOR ALL DOWELS. IF NOT OTHERWISE SPECIFIED, DOWEL SIZE AND SPACING SHALL BE THE SAME AS MAIN REINFORCING.

11. MECHANICAL EQUIPMENT PADS ON FLOOR SLABS SHALL BE 6" THICK AND REINFORCED WITH #4 @ 12" EW, UNO.

12. WATERSTOP PIPE SLEEVES REQUIRED ON ALL WATERTIGHT WALLS AND FLOORS.

13. TREMIES REQUIRED ON ALL POURS DEEPER THAN 5 FEET.

14. ALL WATERSTOPS TO BE 6" PVC FLAT RIBBED OR 9" PVC CENTER BULB AND PLACED AT ALL WATERTIGHT POURS, UNO. REFER TO STANDARD DETAILS D03/3000-102A & B FOR WATERSTOP DETAILS.

15. ALL WATERTIGHT "HYDRAULIC" CONCRETE STRUCTURES SHALL PASS A 72 HOUR LEAKAGE TESTPRIOR TO BACKFILLING AROUND STRUCTURE.

16. WHEN WATERSTOP IS PLACED HORIZONTALLY IN SLABS, THE CONTRACTOR SHALL TEMPORARILY TIE UP OR CLAMP UP THE WATERSTOP UNTIL THE CONCRETE IS PLACED TO SLIGHTLY ABOVE THE DEPTH OF THE WATERSTOP.

17. VERTICAL WATERSTOP SHALL BE FULLY EMBEDDED IN SLAB POUR AND WELDED TO ALL ADJACENT WATERSTOP.

18. PROVIDE A MINIMUM OF SEVEN (7) DAYS BETWEEN ADJACENT POURS. CONCRETE SHALL MEET OR EXCEED DESIGN COMPRESSIVE STRENGTH PRIOR TO PLACING ADJACENT POURS.

19. CONTRACTOR SHALL SUBMIT TO ENGINEER FOR APPROVAL A SCHEDULE AND SEQUENCE OF CONCRETE PLACEMENT. SEQUENCE SHALL INCLUDE PERMITTING CURE TIME BETWEEN PLACEMENTS AT ADJACENT PROPOSED PLACEMENTS.

20. WALKWAYS AND SIDEWALKS SHALL BE POURED WITH SLIGHT SLOPE AND NO LOW SPOTS SO THEY WILL DRAIN FREE. ALL SLOPES SHALL COMPLY WITH ADA REQUIREMENTS.

21. ALL CONSTRUCTION JOINTS SHOWN ON THE STRUCTURAL DRAWINGS SHALL BEINCORPORATED INTO THE STRUCTURE. ADDITIONAL CONSTRUCTION JOINTS TO FACILITATE CONSTRUCTION SHALL BE LOCATED AND DETAILED ON THE SHOP DRAWINGS FOR REVIEW. UNLESS INDICATED OTHERWISE, ALL CONSTRUCTION JOINTS TO BE KEYED. HORIZONTAL CONSTRUCTION JOINTS SHALL NOT BE PERMITTED IN WALLS AND BEAMS, UNLESS SHOWN ON THE STRUCTURAL DRAWINGS.

22. SUBSTITUTION OF EXPANSION OR DRILLED AND GROUTED-IN ANCHORS FOR EMBEDDED ANCHORS SHOWN ON THE DRAWINGS WILL NOT BE PERMITTED UNLESS APPROVED BY ENGINEER.

23. USE MANUFACTURER'S CERTIFIED DRAWINGS AND SPECIFICATIONS FOR EQUIPMENT ANCHORAGE AND DETAILS. VERIFY EQUIPMENT SIZE AND WEIGHTS WITH ENGINEER PRIOR TOCONSTRUCTION OF ANY AND ALL EQUIPMENT PADS.

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M

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PROJECT SPECIFIC FLOW STREAM IDENTIFICATION

S

H

FW FINISHED WATER

ABBREV DESCRIPTION

GENERAL PIPING NOTES:

NOTES:

PIPE AND FITTING SYMBOLSVALVE SYMBOLS

GATE SYMBOLSMISCELLANEOUS PIPING SYMBOLS

ACTUATOR SYMBOLS

SPECIAL INSTALLATION NOTE:

PIPING DESIGNATIONVALVE DESIGNATIONS

EXISTING PIPE

NEW PIPE

EXISTING PIPE TO BEABANDONED

EXISTING PIPE TO BEREMOVED

WELDED JOINT

GROOVED END JOINT

FLANGED JOINT

MECHANICAL JOINT

BELL & SPIGOT JOINT (LEADED)

HUB & SPIGOT JOINT(RUBBER GASKET)

BALL JOINT

ADAPTER SIDEGROOVED END ADAPTERFLANGE

FLANGED COUPLING ADAPTER

FLANGED COUPLING ADAPTERWITH THRUST TIES

FLEXIBLE COUPLING

FLEXIBLE COUPLINGWITH THRUST TIES

STEEL BELLOWS EXP. JOINT

ELASTOMER BELLOWS EXP.JOINT

ELBOW UP

ELBOW DOWN

TEE UP

TEE DOWN

LATERAL UP

LATERAL DOWN

CONCENTRIC REDUCER

ECCENTRIC REDUCER

REDUCING BUSHING

UNION

ELBOW, 45 DEGREE

TEE

CROSS

ELBOW, 90 DEGREE

LATERAL

STRAINER

SIGHT GLASS

FLEXIBLE (ELASTOMER)PIPE CONNECTION

GAUGE WITH COCK

THERMOMETER

ROTAMETER

PIG LAUNCHER

PIG CATCHER

BACKFLOW PREVENTER

REDUCER

FLEXIBLE HOSE

FLEXIBLE CONNECTOR

TYPICAL INSTRUMENTSYMBOL(SEE I&C LEGEND)

GATE

KNIFE GATE

BUTTERFLY

GLOBE

BALL

VEE-BALL

ECCENTRIC PLUG

PLUG OR COCK

NEEDLE

DIAPHRAGM

PINCH

SWING CHECK

BALL CHECK

HOSE VALVE (HV-X) OR (V-X)X = NO. IN SPECS

SAMPLE

MUD

PRESSURE RELIEF

AIR AND/OR VACUUMRELEASE

PRESSURE CONTROL

MULTI-PORT VALVE, ARROWINDICATES FLOW PATTERN.

TELESCOPING

ROTARY

ANGLE GATE INSTALLATION DETAILS FOR SPECIFICATION DIVISION 26 ELECTRICAL ARE NOT SHOWN ON MECHANICAL DRAWINGS FOR CLARITY. REFER TO SPECIFICATION DIVISION 26 INSTRUMENT SPECIFICATIONS, INSTRUMENT SCHEDULES AND LISTS, AND DESIGN DETAILS.COORDINATE MATERIAL AND INSTALLATION REQUIREMENTS.

ELECTRIC MOTOR

PNEUMATIC CYLINDER SINGLEOR DOUBLE ACTING ACTUATEDBY ONE INPUT

PNEUMATIC DIAPHRAGMSPRING-OPPOSED, SINGLE ORDOUBLE ACTING

HYDRAULIC

MANUAL

SOLENOID

SLUICE

BUTTERFLY

FLAP

SHEAR

FABRICATEDSLIDE

STOP LOG

X

MANUAL VALVES AND CHECK VALVES

SIZE OF VALVE

CONTROL VALVES

VALVE DESIGNATION

VALVE TYPE, SEESPECIFICATIONS

8" - V 500

FLOW DIRECTION

X

VALVE SYMBOL

BUBBLE WITH FUNCTION AND THE TAGNUMBER DESIGNATION (SEE I&C LEGENDFOR TAGGING INSTRUMENT IDENTIFICATION)

EXAMPLE:

PIPE FITTING ANDEND PATTERNS

16" RAS

16" RAS

FLOW STREAMIDENTIFICATION

PIPE DIAMETER

EXAMPLE:

BELLB

FLANGEF

SPIGOTS

GE

PE PLAIN END

GROOVED END

MECHANICAL JOINTMJ

F

MJ PE

PLAN VIEWELEVATION VIEW

SINGLE LINEDOUBLE LINESINGLE LINEDOUBLE LINE SINGLE LINEDOUBLE LINE

ANCHOR

CAP

PS

26-1-2

1. ONLY FLANGED END CONNECTIONS ARE SHOWN HERE FOR DOUBLE LINE FITTINGS; FITTINGS WITH OTHER END PATTERNS ARE SHOWN SIMILARLY ON THE CONSTRUCTION DRAWINGS. ALSO, SEE PIPING SPECIFICATIONS.

2. SYMBOLS SHOWN HERE FOR SINGLE LINE FITTINGS ARE GENERIC ONLY. REFER TO PIPING SPECIFICATIONS FOR SPECIFIC END CONNECTIONS FOR SINGLE LINE PIPE AND FITTINGS.

3. EXISTING PIPE AND EQUIPMENT IS SHOWN WITH A DASHED LINE AND/OR SCREENED AND IS NOTED AS EXISTING. NEW PIPING AND EQUIPMENT IS SHOWN WITH A HEAVY LINE.

1. LAY PIPE TO UNIFORM GRADE BETWEEN INDICATED ELEVATION POINTS.

2. SIZE OF FITTINGS SHOWN ON PLANS SHALL CORRESPOND TO ADJACENT STRAIGHT RUN OF PIPE, UNLESS OTHERWISE INDICATED. TYPE OF JOINT AND FITTING MATERIAL SHALL BE THE SAME AS SHOWN FOR ADJACENT STRAIGHT RUN OF PIPE.

3. LOCATION AND NUMBER OF PIPE HANGERS AND PIPE SUPPORTS SHOWN IS ONLY APPROXIMATE. FINAL SUPPORT REQUIREMENTS SHALL BE DETERMINED IN THE FIELD AND REVIEWED BY THE ENGINEER PRIOR TO INSTALLATION. MAXIMUM SPACING SHALL BE AS SPECIFIED.

4. ALL JOINTS SHALL BE WATERTIGHT. WALL PIPES OR PENETRATION SEALS SHALL BE USED WHEREVER PIPING PASSES FROM A STRUCTURE TO BACKFILL.

5. ALL FLEXIBLE CONNECTORS OR FLANGED COUPLING ADAPTERS SHALL BE PROVIDED WITH THRUST TIES, BLOCKS, OR ANCHORS, UNLESS OTHERWISE NOTED. THRUST PROTECTION SHALL BE ADEQUATE FOR TEST PRESSURES SPECIFIED.

6. SYMBOLS, LEGENDS, AND PIPE USE IDENTIFICATIONS SHOWN SHALL BE FOLLOWED THROUGHOUT THE PLANS, WHEREVER APPLICABLE. NOT ALL OF THE VARIOUS PIPING COMPONENTS ARE NECESSARILY USED IN THE PROJECT.

7. NUMBER AND LOCATION OF UNIONS SHOWN ON PLANS IS ONLY APPROXIMATE. PROVIDE ALL UNIONS NECESSARY TO FACILITATE CONVENIENT REMOVAL OF VALVES AND MECHANICAL EQUIPMENT.

8. WHERE A GROOVED END COUPLING IS SHOWN, IT SHALL BE THE RIGID JOINT TYPE, UNLESS OTHERWISE SPECIFIED. WHERE A FLANGED COUPLING ADAPTER IS SHOWN, A STANDARD FLANGE SHALL BE JOINED TO THE COUPLING ADAPTER.

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DESIGNED BY:



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EQUIPMENT PACKAGE

OR OR

20 AMP DUPLEX RECEPTACLE, MTD. 20" AFF TOBOTTOM, WITH #12 GROUND WIRE, "GFCI"INDICATES GROUND FAULT CIRCUIT INTERRUPTER,"WP" INDICATES WEATHERPROOF WHILE-IN-USEENCLOSURE AND COVER, BOX INDICATES FLOOROUTLET WITH RECESSED CAST JUNCTION BOX

20A

CAPACITOR, kVAR AS SHOWN

GENERATOR, RATINGS AS SHOWN

DUCT BANK, IDENTIFIER SHOWN, REFER TO DUCTBANK SCHEDULE FOR SIZE AND CONFIGURATION

MOTOR STARTER, SIZE AS SHOWN OR REQUIRED, FVNRUNLESS NOTED

TRANSFORMER, RATINGS AS SHOWN

ELECTRIC MOTOR, HORSEPOWER AS SHOWN

CIRCUIT BREAKER, TRIP RATING SHOWN, 3-POLEUNLESS NOTED OTHERWISE

HANDHOLE, IDENTIFIER SHOWN, REFER TOHANDHOLE SCHEDULE FOR SIZE

FUSE, CURRENT LIMITING, AMPERE RATING AS SHOWNOR REQUIRED, "BFI" INDICATES "BLOWN FUSEINDICATOR" TYPE

"A" INDICATES "AMBER LENS""G" INDICATES "GREEN LENS""R" INDICATES "RED LENS"

SELECTOR SWITCH, NUMBER OF POSITIONSAND CONTACTS AS SHOWN

GROUND

ELECTRICAL PANEL OR EQUIPMENT CABINET,RECESSED MOUNTED, 5'-6" TO TOP OFENCLOSURE

ELECTRICAL PANEL OR EQUIPMENT CABINET,SURFACE MOUNTED, 5'-6" TO TOP OF ENCLOSURE

FUSED DISCONNECT SWITCH, SIZE AS NOTED

COMBINATION DISCONNECT AND MOTORSTARTER, SIZE AS NOTED, FUSED TYPE SHOWN

NON-FUSED DISCONNECT SWITCH, SIZE AS NOTED

1x4 FLUORESCENT LIGHT FIXTURE

FLUORESCENT LIGHT FIXTURE WITHEMERGENCY LIGHT (EL) BATTERY PACK, 1400LUMENS MINIMUM FOR 2 LAMPS

HOME RUN TO PANEL IN DEDICATED CONDUIT,RECEPTACLES AND EQUIPMENT SHALL HAVEDEDICATED GREEN GROUND WIRE. NUMBER OFARROWS INDICATES NUMBER OF PHASECONDUCTORS, LETTER(S) INDICATE NAME OF PANEL,NUMBER(S) INDICATE CIRCUIT NUMBERS

#

PILOT LIGHT;

RELAY COIL, "TR" INDICATES "TIMING RELAY"

LIMIT SWITCH CONTACT, HELD CLOSED

LIMIT SWITCH CONTACT, NORMALLY CLOSED

LIMIT SWITCH CONTACT, NORMALLY OPEN

LIMIT SWITCH CONTACT, HELD OPEN

H1H

20A/3P

1

20 HP

100 kW

3/4" x 10' COPPER CLAD GROUND ROD

WIRING TO FIELD DEVICE

WIRING WITHIN PANEL

RELAY CONTACT, NORMALLY CLOSED

RELAY CONTACT, NORMALLY OPEN

PUSHBUTTON SWITCH, NORMALLY CLOSED

PUSHBUTTON SWITCH, NORMALLY OPEN

TERMINAL BLOCK

ELAPSED TIME METER

ELECTRICAL CONNECTION

GROUND CONNECTION TO

PRESSURE SWITCH

LEVEL SWITCH

EXISTING EQUIPMENT

PROPOSED OR NEW EQUIPMENT

TIME DELAY CONTACT,

TIME DELAY CONTACT,

TIME DELAY CONTACT,

TIME DELAY CONTACT,

SOLENOID

OR

OR

F OR

GROUND RING OR UNDERGROUND

SWITCH, SINGLE POLE

SWITCH, FOUR WAY

SWITCH, THREE WAY

SWITCH, DOUBLE POLE

SWITCH, DIMMER

GROUND ROD AND TEST WELL

AIRTERMINAL

ENCLOSURE GROUND BAR

OPEN ON ENERGIZATION

CLOSE ON ENERGIZATION

CLOSE ON DE-ENERGIZATION

OPEN ON DE-ENERGIZATION

DATA AND TELEPHONE DUAL OUTLET

LIGHTING, POWER & SYSTEM LEGEND

GENERAL NOTES:

EQUIPMENT LINE TYPES

CONTROL SCHEMATIC LEGENDGENERAL NOTES:

1. SOME SYMBOLS OR ABBREVIATIONS MAY APPEAR ON THIS DRAWING, BUT NOT BE UTILIZED ON THE PROJECT.

2. LIGHTING LEGEND SHOWS EXAMPLE IDENTIFIERS. REFER TO LIGHT FIXTURE SCHEDULE FOR SPECIFIC REQUIREMENTS.

1. THESE NOTATIONS ARE INTENDED TO BE GENERAL IN NATURE. THEY MAY OR MAY NOT APPLY TO SOME OR ALL OF THE PLAN SHEETS AND SPECIFICATIONS.

2. ALL RACEWAYS AND EQUIPMENT SHALL BE INSTALLED AND GROUNDED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND APPLICABLE LOCAL CODES.

3. CONDUIT RUNS INDICATED ON THE PLAN SHEETS ARE INTENDED TO BE SCHEMATIC ONLY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD ROUTING ALL CONDUIT RUNS AND SHALL COORDINATE ANY DEVIATION FROM ROUTING AS INDICATED HEREIN WITH THE ENGINEER. ALL CONDUIT SHALL BE INSTALLED IN SUCH A MANNER AS TO PREVENT CONFLICTS WITH EQUIPMENT. EXPOSED CONDUIT SHALL BE INSTALLED PARALLEL OR PERPENDICULAR TO BEAMS OR STRUCTURAL CONDITIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD ROUTING ALL CONDUITS NOT INDICATED ON THE PLAN SHEETS. THIS INCLUDES CIRCUITS FOR LIGHTING, RECEPTACLES AND OTHER MISCELLANEOUS EQUIPMENT CIRCUITS.

5. ALL CONDUITS SHALL BE ROUTED AND SUPPORTED IN SUCH A MANNER AS TO NOT COMPROMISE THE STRUCTURAL INTEGRITY OF WALLS, FLOORS, CEILINGS, AND ROOFS. WHERE REQUIRED, THE CONTRACTOR SHALL PROVIDE ADDITIONAL STRUCTURAL SUPPORTING MEMBERS FOR THE INSTALLATION AND SHALL COORDINATE SUCH MEMBERS WITH ENGINEER.

6. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF CONDUIT ENTRANCES FOR ALL EQUIPMENT WITH SHOP DRAWINGS BEFORE STUBBING UP CONDUITS.

7. ALL SURFACE MOUNTED PANELS AND PANELBOARDS ON THE INTERIOR OF EXTERIOR WALLS OR IN OTHER LOCATIONS CONSIDERED DAMP OR WET SHALL BE MOUNTED SO AS TO MAINTAIN A 1/4" MINIMUM AIR SPACE BETWEEN THE ENCLOSURE AND THE WALL.

8. PULLBOXES, IF SHOWN ON THE PLANS, ARE SCHEMATIC IN NATURE. THE CONTRACTOR SHALL PROVIDE ADDITIONAL PULLBOXES WHERE REQUIRED TO MAKE A WORKABLE INSTALLATION.

9. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE DETAILS AND SPECIFICATIONS WHETHER OR NOT THEY ARE REFERENCED ON THE DRAWINGS.

10. ALL CONDUIT RUNS PASSING THROUGH EXPANSION JOINTS SHALL HAVE EXPANSION OR EXPANSION AND DEFLECTION TYPE FITTINGS. FOR LOCATIONS OF EXPANSION JOINTS, REFER TO THE STRUCTURAL DRAWINGS.

11. THE WIRING DIAGRAMS, QUANTITY AND SIZE OF WIRES AND CONDUITS REPRESENT A SUGGESTED ARRANGEMENT BASED UPON SELECTED STANDARD COMPONENTS OF ELECTRICAL EQUIPMENT. IF EQUIPMENT SUPPLIED BY THE MANUFACTURER HAS A LARGER LOAD THAN THE VALUE SHOWN OR INDICATED, THE CABLE, CONDUIT AND ELECTRICAL EQUIPMENT MAY BE ENLARGED AS REQUIRED TO ACCOMMODATE THE HIGHER LOADING. HOWEVER, THE BASIC SEQUENCE AND METHOD OF CONTROL MUST BE MAINTAINED AS INDICATED ON THE DRAWINGS AND/OR SPECIFICATIONS.

12. ALL MOTOR STARTER CONTROL POWER TRANSFORMERS SHALL BE SIZED TO PROVIDE SUFFICIENT VOLT-AMPERE CAPACITY FOR OPERATING ALL LOCAL AND REMOTE ELECTRICAL DEVICES ASSOCIATED WITH CONTROL OF THE MOTOR IN ADDITION TO THE STARTER COIL. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL LOADING REQUIREMENTS FOR CONTROL POWER TRANSFORMERS.

13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING PROPERLY SIZED STARTER OVERLOADS FOR ALL EQUIPMENT INSTALLED.

14. MOTOR CONTROL CENTERS AND ALL FREE STANDING PANELS SHALL BE SET ON CONCRETE HOUSEKEEPING PADS WITH LEVELING CHANNELS EMBEDDED IN THE PAD.

15. IN GENERAL, SEPARATE POWER, CONTROL AND INSTRUMENTATION WIRING. PROVIDE SEPARATE CONDUIT, PULL AND JUNCTION BOXES. PROVIDE SUITABLE CABLE BARRIER WITHIN PULL OR JUNCTION BOXES WHERE SEPARATION OF WIRING IS NOT SHOWN ON THE DRAWINGS.

16. IN AREAS WHERE THERE ARE OVERHEAD BRIDGE CRANES, HOISTS, DOORS OR OTHER SIMILAR ITEMS, NO CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO CONFLICT WITH PROPER OPERATION OF SUCH EQUIPMENT.

17. CONTRACTOR SHALL FURNISH AND INSTALL ITEMS AS NECESSARY FOR COMPLETE AND FUNCTIONAL SYSTEMS INCLUDING THE CHEMICAL FEED SYSTEMS, MECHANICAL SYSTEMS, AND PLANT INSTRUMENTATION SYSTEM/DISTRIBUTED CONTROL SYSTEM. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS AND OTHER SECTIONS OF THE PLANS FOR ITEMS AS MAY BE REQUIRED AND SHALL PROVIDE CONDUIT, WIRING AND TERMINATIONS FOR ALL ITEMS AS REQUIRED.

18. CONTRACTOR SHALL REFER TO OTHER DRAWINGS FOR LOCATIONS OF FIREWALLS. ALL CONDUIT PENETRATIONS IN THESE WALLS SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO NOT REDUCE THE RATING OF THE FIREWALL THROUGH THE USE OF BOXES, SEALANTS AND OTHER ACCESSORIES AS MAY BE REQUIRED.

19. CONTRACTOR SHALL REFER TO MECHANICAL DRAWINGS AND SPECIFICATIONS FOR ITEMS RELATED TO THE MECHANICAL SYSTEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL ITEMS AS NECESSARY FOR COMPLETE AND OPERABLE MECHANICAL SYSTEMS HEREIN INCLUDING, BUT NOT LIMITED TO; CONTROL POWER TRANSFORMERS, STARTERS, THERMOSTATS, CONTROL STATIONS, AND OTHER ELECTRICAL ITEMS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING DISCONNECTS FOR ALL MECHANICAL MOTORS UNLESS THE EQUIPMENT IS FURNISHED WITH AN INTEGRAL DISCONNECT FROM THE MANUFACTURER. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL CONDUIT, WIRING AND TERMINATIONS FOR ALL COMPONENTS AS MAY BE NECESSARY FOR THE MECHANICAL SYSTEMS.

20. ALL RECEPTACLES IN OUTDOOR AND ANTICIPATED WET AREAS SHALL BE GROUND FAULT CIRCUIT INTERRPUTER RECEPTACLES WITH WEATHERPROOF COVERS.

21. EQUIPMENT LOCKOUTS SHALL BE IN STRICT ACCORDANCE WITH OWNER'S REQUIREMENTS.

22. ALL CONDUITS SHALL HAVE A GROUNDING CONDUCTOR, SIZED PER NEC.

23. ALL LIGHTING FIXTURES INSTALLED IN INSULATED LOCATIONS SHALL BE RATED FOR SUCH INSTALLATION REGARDLESS OF THE FIXTURE SCHEDULE DESIGNATION.

24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF NEW SERVICE INSTALLATIONS WITH OWNER, ENGINEER AND SERVICE UTILITY. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL ITEMS AS REQUIRED BY SERVICE UTILITY FOR NEW SERVICE CONNECTIONS.

25. UNLESS NOTED OTHERWISE, ALL CONTROL PANELS SHALL BE FABRICATED SUCH THAT ALL OPERATORS AND INDICATING DEVICES INDICATED ON THE SCHEMATICS BE LOCATED ON THE FRONT DOOR OR COVER OF THE PANEL. OPERATING AND INDICATING DEVICES SHALL BE VISIBLE AND OPERABLE WITHOUT HAVING TO OPEN THE CONTROL PANEL.

26. DUCT BANKS INDICATED ARE FOR REFERENCE ONLY; THE CONTRACTOR SHALL REVIEW DRAWINGS RELATED TO INDIVIDUAL STRUCTURES AND VERIFY CONDUITS REQUIRED. THE CONTRACTOR SHALL VERIFY NUMBER OFCONDUITS AS INDICATED IN THE DUCT BANKS PRIOR TO INSTALLATION. PROVIDE A SPARE CONDUIT, EQUAL IN SIZE TO THE LARGEST CONDUIT IN USE, FOR EACH SET OF FOUR USED CONDUITS IN EACH DUCT BANK.

27. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING HEAT TRACING FOR ALL EXPOSED WATER LINES TO BE INSTALLED IN THIS PROJECT. THE CONTRACTOR SHALL REVIEW OTHER SECTIONS OF THE DRAWINGS AND SPECIFICATIONS, AND PROVIDE SUITABLE HEAT TRACING COMPONENTS AS MAY BE REQUIRED, WHETHER INDICATED ON THE ELECTRICAL DRAWINGS OR NOT.

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ELECTRICAL NOTESAND LEGEND

G008

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1

2

M131

2

EXISTING SPLIT CASE PUMPS

SUCTION LINE

DISCHARGE LINE

30" FW

20"

FW

24" FW

16"

FW

P-3 (OFCI)3

4

56

M131 M301

1

1

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3

4

5

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18258055

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PUMP ROOMMODIFICATION PLAN

M131

09

SCALE:

PROJECTNORTH

1/4" = 1'-0"M131

1 MECHANICAL PLAN

NO DESCRIPTION

1 20" D.I. SPOOL, LENGTH AS REQUIRED (FLG x PE)

2 20" FLANGE COUPLING ADAPTER

3 20" x 12" D.I. ECCENTRIC REDUCER

4 16" CHECK VALVE, V605

5 16" x 10" D.I. REDUCER

6 FILLER FLANGE, LENGTH AS REQUIRED

KEYNOTES: INDICATED BY SYMBOL X

SCALE:

PROJECTNORTH

3/8" = 1'-0"M131

2 ENLARGED MECHANICAL PLAN

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PROP. GROUNDEL. 491.0

1 2

PUMP SHALL BE ANCHORED AND GROUTED, SEE DETAIL

M301

2

M301

DISCHARGE LINE

SUCTION LINE

20" FW

16" FW

24" FW

P-3 (OFCI)

34 5

6

7

88

9

DRIP RIM BY PUMP MANUFACTURER

PUMP BASE FRAMEPUMP BASE FRAME FILLED WITH GROUT

FINISHED GROUT

GROUT BENEATH FRAME

LEVELING SHIM (LEFT IN PLACE)

2" DIA. PIPE SLEEVE, 4" LONG

FENDER WASHER, 11/16" I.D. 2 1/2" O.D.

TOP OF FOUNDATION LEFT ROUGH

5/8" DIA. ASTM F1554 GRADE 36 ANCHOR RODS WITH HEAVY HEX NUT WELDED TO BOLT

NOTE:

CONTRACTOR SHALL SUBMIT PUMP BASE SETTING PLAN TO ENGINEER FOR REVIEW. SETTING PLAN SHALL INCLUDE PUMP MANUFACTURER'S RECOMMENDATION OF NUMBER OF ANCHORS AND ANCHOR SIZE

FO

R G

RO

UT

3/4

" -

1 1

/2"

ALLO

WA

NC

E

12"

TY

P

1/4

" M

IN.

GLYCERIN FILLED PRESSURE GAUGE, 6" DIAL FACE, 0-160 PSI WITH 5 PSI GRADUATIONS TYPE 233.50 WIKA OR EQUAL

PRESSURE SNUBBERS

PRESSURE INDICATING TRANSMITTER, ROSEMOUNT 2088 (SEE NOTE 2)

1/2" - 14 NPT CONDUIT CONNECTION

1/2" NIPPLE

1/2" PIPE

1/2" DIELECTRIC UNION

1/2" BRASS NIPPLE

PRE-TAPPED DUCTILE IRON PIPE

1/2" BALL VALVE

1/2" NIPPLE

1/2" TEE

NOTES:

1. ALL PIPING SHOWN IS COPPER TYPE K UNLESS OTHERWISE NOTED.2. PLUG BRANCH OF TEE IF NO PRESSURE TRANSMITTER REQUIRED AT

LOCATION. SEE DRAWING M-301.

NOTES:

1. PROVIDE HALF ROUND RIGID INSULATION AND INSULATION PROTECTION SHIELD WHERE PIPING IS INSULATED 2. PROVIDE NEOPRENE WAFFLE INSULATION PAD, SIMILAR TO MASON TYPE "W" OR KORFUND 40, UNDER SUPPORT

FOOT WHEN PIPING IS ISOLATED OR SUPPORT IS ADJACENT TO MECHANICAL EQUIPMENT. 3. FOR BASE, HEIGHT AND FLANGE DIMENSIONS, SEE TABLE

2 1/2" THRU 36" PIPESEE NOTE 4

OR

PIPE SADDLESUPPORT OR

FLANGEDSUPPORT

PAINT SAMEAS PIPING

1 1/2" GROUT

STD PIPE FLANGE, ATTACH TOCONC WITH 4 SS STUD TYPEWEDGE ANCHORS

E

B

D

A

AS

RE

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C

OR

6" 15-3/8"20"

16" 12-3/8"4" 20"

25-1/2"3-1/2" 21"

22-1/4"3" 17-3/4"

DIMENSION TABLE

SIZEPIPE

A B C D MIN

E

MAX

SADDLE SUPPORTADJUSTABLE

FLANGE SUPPORTADJUSTABLE

RESTRAINED SUPPORTADJUSTABLE

22"

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PUMP ROOMMODIFICATIONSECTIONS

M301

10

NO DESCRIPTION

1 20" D.I. SPOOL, LENGTH AS REQUIRED (FLG x PE)

2 20" FLANGE COUPLING ADAPTER

3 20" x 12" D.I. ECCENTRIC REDUCER

4 16" x 10" D.I. REDUCER

5 16" CHECK VALVE, V605

6 1/2" AIR RELEASE VALVE, V750

7 ADJUSTABLE PIPE SUPPORT (SEE DETAIL 4/M301)

8 PRESSURE INDICATOR (SEE DETAIL 3/M301)

9 FILLER FLANGE, LENGTH AS REQUIRED

KEYNOTES: INDICATED BY SYMBOL X

SCALE: 3/8" = 1'-0"M131 M301

1 BOOSTER PUMP STATION SECTION

SCALE: NONEM301 M301

2 PUMP BASE LEVELING DETAILSCALE: NONEM301

3 TYPICAL PRESSURE INDICATION INSTALLATION

NOTES:

1. CONTRACTOR TO FIELD VERIFY EXISTING PIPING AND PROVIDE PROPOSED PIPING AS REQUIRED.

2. THIS PUMP AND MOTOR ARE OWNER FURNISHED, CONTRACTOR INSTALLED. CONTRACTOR SHALL REFER TO THE EQUIPMENT SUBMITTALS FOR ADDITIONAL INFORMATION FOR THE FURNISHED EQUIPMENT.

SCALE: NONEM301

4 ADJUSTABLE FLOOR MOUNTED PIPE SUPPORT

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PUMP ROOMISOMETRIC

M501

11

SCALE: NONEM501

1 ISOMETRIC VIEW

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EXISTING SPLIT CASE PUMPS(DO NOT DISTURB)

SUCTION LINE

DISCHARGE LINE

EXISTING BUTERFLY VALVE TO REMAIN

CLOSED

REMOVE BLIND FLANGE

EXISTING BUTERFLY VALVE TO REMAIN

CLOSED

EXISTING ELECTRICAL ROOM, SEE ELECTRICAL

PLANS

30" FW

20"

FW

16"

FW

24" FW

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PUMP ROOMDEMOLITION PLANAND SECTIONS

X131

12

SCALE:

PROJECTNORTH

1/4" = 1'-0"X131

1 DEMOLITION PLANNOTE:

1. COORDINATE DISPOSAL OR SALVAGE OF EXISTING EQUIPMENT TO BE REMOVED WITH THE OWNER.

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1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, WIRING,

TERMINATIONS, DISCONNECTS, CONTROL ENCLOSURES AND OTHER

ITEMS AS NECESSARY FOR A COMPLETE AND FUNCTIONAL BOOSTER

PUMP STATION MODIFICATIONS. THE CONTRACTOR SHALL REFER TO

THE SPECIFICATIONS AND OTHER SECTIONS OF THE PLANS FOR ITEMS

AS MAY BE REQUIRED.

2. UNLESS OTHERWISE NOTED, ALL CONDUIT SHALL BE ROUTED

EXPOSED. UNLESS OTHERWISE NOTED, ALL CONDUIT AND PORTIONS

OF THE CONDUIT SYSTEM SHALL BE GALVANIZED RIGID STEEL. ALL

BOXES, SUPPORTS, HANGERS, UNISTRUT AND ALL OTHER PORTIONS

OF THE CONDUIT SYSTEM SHALL BE GALVANIZED RIGID STEEL.

3. CONTRACTOR SHALL COORDINATE CONDUIT, WIRE AND

INTERCONNECTIONS AS REQUIRED BY EQUIPMENT SUPPLIER.

4. VERIFY LOCATION OF ALL EQUIPMENT PRIOR TO INSTALLATION.

5. COORDINATE ALL DISPOSAL OR SALVAGE OF ALL CONDUCTORS AND

EQUIPMENT WITH OWNER.

GENERAL NOTES:

REFER TO ONE-LINE DIAGRAM ON DRAWING NUMBER E501 FOR CONDUIT AND CONDUCTOR SIZES.

480VAC POWER FROM EXISTING SWITCHBOARD MSA TO NEW VARIABLE FREQUENCY DRIVE VFDCP-3.

480VAC POWER FROM VFD-3 TO NEW BOOSTER PUMP P-3, VIA EXISTING CONDUIT.

480VAC POWER FROM MSA TO NEW VFDCP-1, VIA EXISTING CONDUIT.

480VAC POWER FROM VFDCP-1 TO EXISTING BOOSTER PUMP P-1, VIA EXISTING CONDUIT.

(2-STP, 2-STP SPARE) 3/4"C ANALOG CONTROL SIGNALS FROM VFDCP-3 TO EXISTING RTU PANEL.

(13-#14, 4-#14 SPARE) 3/4"C DIGITAL CONTROL SIGNALS FROM VFDCP-3 TO EXISTING RTU PANEL.

(10 3-CONDUCTOR, SHIELDED, RTD CABLES, 4-PAIR STP SPARE) SIGNAL FROM VFDCP-3 TO P-3 IN

EXISTING CONDUIT.

(4-#14, 4-#14 SPARE) DIGITAL CONTROL SIGNALS FROM VFDCP-3 TO P-3 IN EXISTING CONDUIT.

(2-STP, 2-STP SPARE) 3/4"C ANALOG CONTROL SIGNALS FROM VFDCP-1 TO EXISTING RTU PANEL.

EXISTING CONDUIT AND ANALOG CONDUCTORS MAY BE REUSED, PROVIDE NEW AS REQUIRED.

(13-#14, 4-#14 SPARE) 3/4"C DIGITAL CONTROL SIGNALS FROM VFDCP-1 TO EXISTING RTU PANEL.

EXISTING CONDUIT AND CONDUCTORS MAY BE REUSED, PROVIDE NEW AS REQUIRED.

(10 3-CONDUCTOR, SHIELDED, RTD CABLES, 4-PAIR STP SPARE) SIGNAL FROM VFDCP-1 TO P-1 IN

EXISTING CONDUIT.

(4-#14, 4-#14 SPARE) CONTROL SIGNALS FROM VFDCP-1 TO P-1 IN EXISTING CONDUIT.

COORDINATE DISPOSAL OR SALVAGE OF EXISTING REDUCED VOLTAGE SOFT STARTER WITH THE

OWNER. INSTALL NEW VFD-1 AFTER REMOVAL.

ELECTRICAL CONTRACTOR SHALL MAKE ALL REQUIRED PANEL MODIFICATIONS, INCLUDING

ADDITIONAL PLC MODULES, TERMINAL BLOCKS, CONDUIT, CONDUCTORS, CONTROL RELAYS,

ANALOG AND DIGITAL I/O CARDS, TO THE EXISTING RTU PANEL TO INCORPORATE THE NEW I/O.

ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NEW CONDUCTORS FROM EXISTING PUMP P-1 TO

NEW VARIABLE FREQUENCY DRIVE CONTROL ENCLOSURE VFDCP-1 IN ELECTRICAL ROOM.

COORDINATE SALVAGE/DISPOSAL OF EXISTING CONDUCTORS WITH OWNER.

PROVIDE NEW CIRCUIT BREAKER IN EXISTING SWITCHBOARD FOR NEW VFDCP-3.

1

KEYED NOTES:

VFDCP-3

NEW VFD -

OFCI

VFDCP-2

EXISTING VFD

VFDCP-1

NEW VFD - OFCI

MSA

EXISTING

SWITCHBOARD

EXISTING MAIN

SERVICE BREAKER

EXISTING AUTOMATIC

TRANSFER SWITCH

EXISTING RTU PANEL

TO BE MODIFIED

P-3

NEW

BOOSTER

PUMP - OFCI

P-2

EXISTING

BOOSTER

PUMP

P-1

EXISTING

BOOSTER

PUMP

2

6

4

11

1

1

EXISTING STUBBED

UP CONDUIT

13

9

8

10

6

EXISTING AUTOMATIC

TRANSFER SWITCH

NEW MOTOR TERMINAL BOX.

FOR MOTOR LEAD AND CONDUIT

GROUNDING SEE DETAILS (TYP.):

EXISTING UTILITY

TRANSFORMER

10

7

2

3

4

5

6

7

8

9

10

11

12

13

14

15

EXISTING

STUBBED UP

CONDUIT

11

7

15

13

12

14

15

EXISTING

MOTOR

TERMINAL BOX

E701

1

E701

2

16

16

INSTALL ON EXISTING

HOUSEKEEPING PAD PER

MANUFACTURER'S

INSTRUCTIONS.

17

17

DRAWN BY:

DATE:

JOB NO.:

DESIGNED BY:

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V.

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NB

Y

BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS SHEET,

ADJUST SCALES ACCORDINGLY.

0

1"

DRAWING NUMBER

SHEET

NUMBER

SEPT. 2020

18258055

THIS DOCUMENT, ALONG WITH THE

IDEAS AND DESIGNS CONVEYED

HEREIN, SHALL BE CONSIDERED

INSTRUMENTS OF PROFESSIONAL

SERVICE AND ARE PROPERTY OF

GARVER, LLC. ANY USE,

REPRODUCTION, OR DISTRIBUTION

OF THIS DOCUMENT, ALONG WITH

THE IDEAS AND DESIGN CONTAINED

HEREIN, IS PROHIBITED UNLESS

AUTHORIZED IN WRITING BY

GARVER, LLC OR EXPLICITLY

ALLOWED IN THE GOVERNING

PROFESSIONAL SERVICES


© 2020 GARVER, LLC

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REGISTRATION NO.

F-5713

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E101

13

SIERRA VISTA

BOOSTER PUMP

STATION ELECTRICAL

PLAN

SCALE:

PROJECT

NORTH

1

4

" = 1'-0"

1

E101

BOOSTER PUMP STATION MODIFICATIONS


SCALE: NONE

1

E301

RTU PANEL ELEVATION

SCALE: NONE

2

E301

EXISTING SOFTSTART ELEVATION

GENERAL NOTES:

1. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL CONDUIT, WIRING, TERMINATIONS,

CONTROL ENCLOSURES AND OTHER ITEMS AS NECESSARY. CONTRACTOR SHALL REFER TO

THE SPECIFICATIONS AND OTHER SECTIONS OF THE PLANS FOR ITEMS AS MAY BE

REQUIRED.

2. UNLESS OTHERWISE NOTED, ALL CONDUIT SHALL BE ROUTED EXPOSED. UNLESS

OTHERWISE NOTED ALL CONDUIT AND PORTIONS OF THE CONDUIT SYSTEM WITHIN THE

INTERIOR OF THE BOOSTER PUMP STATION SHALL BE GALVANIZED RIGID STEEL. ALL BOXES,

SUPPORTS, HANGERS, UNISTRUT AND ALL OTHER PORTIONS OF THE CONDUIT SYSTEM

SHALL BE GALVANIZED STEEL.

3. CONTRACTOR SHALL COORDINATE CONDUIT, WIRE, AND INTERCONNECTIONS AS REQUIRED

BY EQUIPMENT SUPPLIERS. MAKE ALL REQUIRED CONNECTIONS ACCORDING TO

MANUFACTURER'S RECOMMENDATIONS. NOT ALL CONNECTIONS SHOWN.

4. ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURRENT EDITIONS

OF THE NFPA 70 NATIONAL ELECTRIC CODE, STATE ELECTRIC CODE, AND LOCAL ELECTRIC

CODE.

EXISTING VFD 3502

TO REMAIN.

EXISTING SOFTSTART TO BE

REPLACED WITH VFD.

RTU PLC I/O ADDITIONS

I/O

TYPE

DESCRIPTION

SOURCE /

DESTINATION

DI

PUMP 3 MOTOR TRIP VFD-3

PUMP 3 VFD FAULT VFD-3

PUMP 3 RUNNING VFD-3

PUMP 3 H/O/A HS IN AUTO VFD-3

PUMP 3 H/O/A HS IN HAND VFD-3

PUMP 1 MOTOR TRIP VFD-1

PUMP 1 VFD FAULT VFD-1

PUMP 1 RUNNING VFD-1

PUMP 1 H/O/A HS IN AUTO VFD-1

PUMP 1 H/O/A HS IN HAND VFD-1

DO

PUMP 3 ENABLE VFD-3

PUMP 1 ENABLE VFD-1

HIGH PRESSURE INDICATION TO PUMP 3 VFD-3

HIGH PRESSURE INDICATION TO PUMP 1 VFD-1

AO

PUMP 3 SPEED SETPOINT VFD-3

PUMP 1 SPEED SETPOINT VFD-1

AI

PUMP 3 SPEED FEEDBACK VFD-3

PUMP 1 SPEED FEEDBACK VFD-1

SCALE: NONE

3

DB-301

RTU PLC I/O ADDITIONS

ELECTRICAL CONTRACTOR SHALL MAKE ALL REQUIRED PANEL

MODIFICATIONS, INCLUDING TERMINAL BLOCKS, CONDUIT, PLC

MODULES, CONDUCTORS, AND CONTROL RELAYS, TO THE EXISTING

RTU PANEL TO INCORPORATE THE NEW I/O LISTED ABOVE.

DRAWN BY:

DATE:

JOB NO.:

DESIGNED BY:

RE

V.

DA

TE

DE

SC

RIP

TIO

NB

Y

BAR IS ONE INCH ON

ORIGINAL DRAWING



0

1"

DRAWING NUMBER

SHEET

NUMBER

SEPT. 2020

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E301

14

EQUIPMENT

ELEVATIONS AND I/O

LIST


EXISTING AUTOMATIC

TRANSFER SWITCH

G

EXISTING

GENSET

1,780KW

EXISTING

UTILITY

SERVICE

EXISTING

PAD-MOUNTED

XFMR 3ɸ

EXISTING

MAIN CIRCUIT

BREAKER

G

N

MEXISTING METER

EXISTING MAIN SWITCHBOARD MSA

800A/3P

G

N

M

NEW

VFDCP-1

OFCI

800A/3P

V

M

EXISTING

VFDCP-2

EXISTING

BOOSTER PUMP

400HP

P-1

EXISTING

BOOSTER PUMP

400HP

P-2

800A/3P

V

M

NEW

VFDCP-3

OFCI

NEW

BOOSTER PUMP

400HP

P-3

OFCI

800A/3P

TO EXISTING

MCC-1

2000A, 480/277VAC, 4W, 3ɸ

V

SCALE: NONE

1

E501

SIERRA VISTA BOOSTER PUMP STATION ONE-LINE MODIFICATIONS

1. ELECTRICAL WORK SHALL BE PERFORMED IN

ACCORDANCE WITH THE CURRENT EDITIONS OF THE

NFPA 70 NATIONAL ELECTRICAL CODE, NFPA 101 LIFE

SAFETY CODE, NFPA 70E ELECTRICAL SAFETY CODE,

STATE ELECTRICAL CODE, AND LOCAL ELECTRICAL

CODE.

2. THE CONTRACTOR SHALL MAKE ELECTRICAL

CONNECTIONS TO EVERYTHING FURNISHED OR

INSTALLED BY THIS CONTRACT, WHETHER INDICATED

OR NOT ON THE ELECTRICAL DRAWINGS.

3. PROVIDE LUGS AS REQUIRED TO FIT WIRING.

4. CONTRACTOR SHALL VERIFY ALL MOTOR SIZES WITH

PROVIDED EQUIPMENT AND PROVIDE APPROPRIATELY

SIZED OVERCURRENT PROTECTIVE DEVICES AND

OVERLOADS AS REQUIRED.

GENERAL NOTES:

KEY NOTES:

1 INSTALL NEW CIRCUIT BREAKER IN EXISTING SWITCHBOARD. CIRCUIT BREAKER

KAIC RATING SHALL MATCH RATING OF THE EXISTING SWITCHBOARD.

2 SETS

(3-#500, #1/0G) 4"C

2 SETS

(3-#350, #1/0G)

SHIELDED VFD CABLE

VIA EXISTING 4"C

2 SETS

(3-#500, #1/0G)

VIA EXISTING 4"C

2 SETS

(3-#350, #1/0G)

SHIELDED VFD CABLE

VIA EXISTING 4"C

LSI

PM

30A/3P

SPD

1

DRAWN BY:

DATE:

JOB NO.:

DESIGNED BY:

RE

V.

DA

TE

DE

SC

RIP

TIO

NB

Y

BAR IS ONE INCH ON

ORIGINAL DRAWING



0

1"

DRAWING NUMBER

SHEET

NUMBER

SEPT. 2020

18258055
















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E501

15

ONE-LINE DIAGRAM

MODIFICATIONS


DRAWN BY:

DATE:

JOB NO.:

DESIGNED BY:

RE

V.

DA

TE

DE

SC

RIP

TIO

NB

Y

BAR IS ONE INCH ON

ORIGINAL DRAWING



0

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DRAWING NUMBER

SHEET

NUMBER

SEPT. 2020

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SAH

SAH

E701

16

ELECTRICAL DETAILS

HEAT-ACTIVATED MASTIC

SEALANT.

MOTOR LEAD

CROSS LINKED HEAT

SHRINKABLE RAYCHEM

POLYOLEFIN CAP

COMPRESSION

RING LUG

MOTOR FEEDER

CONDUCTOR

SCA LE:

1

E701

TYPICAL MOTOR LEAD DETAIL

NOT TO SCALE

SCA LE:

2

E701

CONDUIT GROUNDING DETAIL

NOT TO SCALE

NOTES:

ALL SERVICE, FEEDER AND CONTROL

CONDUITS SHALL BE GROUNDED ON

BOTH ENDS.

1.

GROUND

LUG.

CONDUITS

(TYPICAL)

ENCLOSURE

CROSS SECTION

(TYPICAL)

GROUND

CONDUCTOR

BACK PLANE OR

MOUNTING SCREW

MYERS SCRU-TITE WITH

GROUND HUB WITH THROAT

LINERS. (SIZE PER CONDUIT).

SCA LE:

3

E701

CONDUIT AND JUNCTION BOX SUPPORT DETAIL

NOT TO SCALE

UNISTRUT AND MOUNTING

HARDWARE.

JUNCTION BOX

CONDUIT CLAMP

2" EXPANSION

ANCHORS. MOUNT

EQUIPMENT IN

ACCORDANCE WITH

MANUFACTURER'S

RECOMMENDATIONS

UNISTRUT AND MOUNTING

HARDWARE.

NOTES:

1. UNISTRUT AND MOUNTING HARDWARE MATERIAL AS CALLED OUT IN

ELECTRICAL PLAN SHEETS AND SPECIFICATIONS.

2. SINGLE CONDUIT SHOWN. SIMILAR FOR MULTIPLE CONDUITS.

3. SIMILAR FOR ALL ELECTRICAL ENCLOSURES AND PANELS.


REMOTE

RUN

(RTU-3500)

YI

-

PUMP VFD

FAULT RELAY

A

PTT

PUMP VFD

FAULT

INDICATOR

CR2-1

PUMP RUN

STATUS

RELAY

R

PTT

PUMP RUNNING

INDICATOR

CR3-1

VARIABLE FREQUENCY DRIVE

NO FAULT

VFD

MANUAL

SPEED

POTENTIOMETER

AUTO/MAN

CONT. ABOVE

+24V DC

SHIELD

ANLG IIN1 (-)

POT COMMON

ANLG OUT1 (-)

+10V

ANLG IN1 (+)

ANLG IN2 (-)

ANLG IN2 (+)

ANLG OUT1 (+)

RUN

FAULT

NOT RUN

RUN

CR

3-2

CR

2-2

YAI

-

YI

-

SI

-

SC

-

CR2

CR3

PUMP SPEED REFERENCE

PUMP SPEED FEEDBACK

RESET

VFD RESET

LOCAL GRAPHIC

DISPLAY TERMINAL

(GDT)

GC

R C

OM

ETM

M

CPT

CAPACITY

EXTRA

480V

EG

120V

GND

BAR

POWER ON

DELAY RELAY

TD1

480 V,

3-PH,

60 Hz

NEMA 1B

TD1-1

NOTC

CR0

POWER RUN

RELAYCR0-1

CR1

PUMP

RUN RELAY

CONT. BELOW

SCALE: NONE

1

E702

BOOSTER PUMP VFDCP-1 AND VFDCP-3 CONTROL SCHEMATIC

YC

-

VFD-3

CR

4-2

YAI

-

HAND

OFF

AUTO

XOO

OOX

XOO

OOX

XOO

VFD-3

VFDCP-3

P-3

CR3-3

PUMP MOTOR SPACE

HEATER

PUMP MOTOR

PROTECTION RELAY

NOT TRIPPED

CR4

(P-1

BOOSTER PUMP MOTOR)

(N)

(L)

CR1-1

CONT. BELOW

BOOSTER PUMP

YI

-

(RTU-3500)

(RTU-3500)

(RTU-3500)

PAI

-

(RTU-3500)

CR5

A

PTT

HIGH DISCHARGE

PRESSURE

HIGH DISCHARGE

PRESSURE INDICATOR

A

PTT

PUMP MOTOR

PROTECTION RELAY TRIP

MOTOR PROTECTION

RELAY TRIP

(E703)

(N)

(L)

CR5-1

TO MOTOR

PROTECTION RELAY

369PLUS

(E703)

PHASE A

CT

PHASE B

CT

PHASE C

CT

GROUND

CT 50:0.025

113

111

CR4-1

CONT. ON E703

MSA

1 FURNISH AND INSTALL NEW 800A/3P CIRCUIT BREAKER FOR NEW VFD VFDCP-3 IN

EXISTING MAIN SWITCHBOARD MSA. VFDCP-1 TO REUSE EXISTING 800A CIRCUIT

BREAKER.

KEYNOTES:

1

P-1

VFDCP-1

VFD-1

112

VFD-1

YAI

-

PAI

-

YAI

-

YI

-

YI

-

YI

-

YC

-

SI

-

SC

-

NOTE:

THIS EQUIPMENT IS OWNER FURNISHED,

CONTRACTOR INSTALLED. CONTRACTOR SHALL

REFER TO THE EQUIPMENT SUBMITTALS FOR FINAL

SCHEMATICS FOR THE FURNISHED EQUIPMENT.

(RTU-3500)

(RTU-3500)

DRAWN BY:

DATE:

JOB NO.:

DESIGNED BY:

RE

V.

DA

TE

DE

SC

RIP

TIO

NB

Y

BAR IS ONE INCH ON

ORIGINAL DRAWING



0

1"

DRAWING NUMBER

SHEET

NUMBER

SEPT. 2020

18258055
















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SAH

E702

17

BOOSTER PUMP

VFDS CONTROL

SCHEMATIC


MOTOR PROTECTION RELAY

369PLUS

105 106 107 108 109 110

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

1

2

3

4

5

6

7

8

9

10

11

12

RTD 4

RTD 5

RTD 6

RTD 7

-

COM

RTD 1

RTD 2

RTD 3

+

SHIELD

-

COM

+

SHIELD

-

COM

+

SHIELD

-

COM

+

SHIELD

-

COM

+

SHIELD

-

COM

+

SHIELD

-

COM

+

SHIELD

41

42

43

44

45

46

47

48

29

30

31

32

33

34

35

36

37

38

39

40

RTD 11

RTD 12

-

COM

RTD 8

RTD 9

RTD 10

+

SHIELD

-

COM

+

SHIELD

-

COM

+

SHIELD

-

COM

+

SHIELD

-

COM

+

SHIELD

TRIP

VA VN VB VN VC VN

VOLTAGE INPUTS

OPTION

93 9492

1A COM5A

PHASE A C/T

101104 103

50:

0.025

COM 5A

NEW/GROUND C/T

96 9795

1A COM5A

PHASE A C/T

99 10098

1A COM5A

PHASE A C/T

102

1A

91 90

N V

BACKSPIN

OPTION

123

124

125

126

FILTER GROUND

LINE +

NEUTRAL -

SAFETY GROUND

111

112

113

114

115

116

117

118

119

120

121

122

ALARM

AUX 1

AUX 2

SPARE

51

52

53

54

55

56

57

58

59

60

61

62

ACCESS

SWITCH

EMERG.

RESTART

EXTERNAL

RESET

SPEED

SWITCH

DIFFERENTL.

RELAY

AN

ALO

G

OU

TP

UT

S

OP

TIO

N

80

81

82

83

84

85

1+

2+

3+

4+

COM.

SHIELD

7271

-+

73

SHLD

RS485

CHANNEL 1

7574

-+

76

SHLD

RS485

CHANNEL 2

7877

-+

79

SHLD

RS485

CHANNEL 3

7877

RXTX

FIBER

OPTION

DB-9

ALTERNATE CONNECTION

FOR COMMON SHIELD

NEMA 1BVFDCP-3

SCALE: NONE

1

E703

BOOSTER PUMP VFDCP-1 AND VFDCP-3 CONTROL SCHEMATIC CONT.

CONT. ON E702

GENERAL NOTES:

1. OUTPUT RELAYS SHOWN CONTROL POWER APPLIED, NO TRIPS, NO ALARMS.

2. USE TWISTED PAIR FOR CONNECTIONS TO TERMINALS 44 THROUGH 59, ALSO 84 & 85.

3. ALL RTDS MUST BE OF THE SAME TYPE.

4. VERIFY ZERO SEQUENCE CONNECTION FOR GROUND FAULT, AS IS SHOWN. MODIFY

GROUND FAULT CONNECTION AS REQUIRED.

5. USE SHIELDED TWISTED PAIR WITH USING THE 2000:1 INPUT TERMINALS 73 AND 74.

6. THE 2000:1 TERMINALS (#73 AND #74) ACCEPT INPUT ONLY FROM A 50:0.025 (2000:1 RATIO)

MULTILIN CURRENT SENSOR. TERMINALS #73 AND #74 DO NOT ACCEPT INPUT FROM A 1A

SECONDARY CT.

7. RTD SHIELDS SHOULD NOT BE GROUNDED EXTERNALLY, AS THEY ARE INTERNALLY

CONNECTED TO THE RELAY GROUND TERMINAL #42.

GROUND BUS

1 MULTILIN 369PLUS TO BE LOCATED IN NEW VFDCP-1 AND VFDCP-3 ENCLOSURES.

CONNECTIONS SHOWN FOR MULTILIN 369PLUS MOTOR PROTECTION RELAY ARE AS

EXPECTED. CONTRACTOR TO VERIFY ALL CONNECTIONS OF MOTOR PROTECTION RELAYS

PRIOR TO CONSTRUCTION AND MODIFY WIRING SHOWN AS REQUIRED.

OUTPUT RELAYS TO BE PROGRAMMED AS FAIL-SAFE. RELAYS SHOWN WITH CONTROL POWER

REMOVED.

KEYNOTES:

1

SCALE: NONE

2

E703

EXISTING PUMP 1 SOFT START ENCLOSURE

EXISTING SOFT-START FOR

PUMP 1 TO BE REPLACED

WITH NEW VFD.

(L)

2

(N)

2

TWISTED

SHIELDED

PAIR

VFDCP-1

CONT. ON E702

TRIPPED

NOT TRIPPED

DRAWN BY:

DATE:

JOB NO.:

DESIGNED BY:

RE

V.

DA

TE

DE

SC

RIP

TIO

NB

Y

BAR IS ONE INCH ON

ORIGINAL DRAWING



0

1"

DRAWING NUMBER

SHEET

NUMBER

SEPT. 2020

18258055
















© 2020 GARVER, LLC

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SAH

SAH

E703

18

BOOSTER PUMP

VFDS CONTROL

SCHEMATIC CONT.


Documents

Digitally Signed 09/23/2020 STATION IMPROVEMENTS