2-WWTP Influent Pump Improvements Project Drawings 4603.017.pdf

PDF 14 MB Posted Jan 16, 2026

Attached to: WWTP Influent Pump Improvements
Solicitation number: Not on record
Issued by: Schuylkill County, Pennsylvania

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Written by GovTribe AI · Jan 16, 2026

WWTP Influent Pump Improvements Project Drawings Summary

This file comprises the project drawings and technical specifications for the Porter-Tower Joint Municipal Authority WWTP Influent Pump Improvements project located at 860 W. Grand Ave, Tower City, Pennsylvania 17980. The project consists of two separate contracts: Contract No. 01 (General/Process Mechanical) and Contract No. 02 (Electrical). The primary scope of work includes the installation of a new 15 horsepower jockey influent pump with variable frequency drive (VFD) in the Operations building, modifications to existing piping systems, upgrades to the existing WWTP control panel for VFD integration and new process instrumentation, and SCADA system integration to be performed by the owner's integrator, Martz Technologies, Inc. The project requires replacement of existing influent pumps with Weil vertical sewage pumps and includes demolition activities, structural modifications, and comprehensive electrical installations. Bids are due electronically via the PennBid Program by Monday, February 9, 2026 at 1:00 pm local time. A pre-bid conference is scheduled for Monday, January 26, 2026 at 11:00 am at the project site. The wastewater treatment plant must remain fully operational throughout all construction activities, and all underground utilities must be located prior to earth-moving activities in compliance with Pennsylvania Act No. 287.

The drawings include general project notes, aerial site plans, operations building demolition and construction plans, process and instrumentation diagrams, and detailed electrical plans spanning multiple levels of the facility. Key specifications include the installation of an Altivar 630 Process AC Drive rated at 15 horsepower within Motor Control Center 100, magnetic flow meter installation with remote-mounted indicators and transmitters, level sensing equipment with float switches and pressure transducers, and comprehensive conduit and wiring systems routed throughout the facility. The electrical work requires new NEMA 12/4X stainless steel disconnect switches, conduit installation with minimum three-foot cover depth for underground electric conduit, and compliance with the 2017 National Electrical Code. All work must follow prevailing wage requirements as determined by the Pennsylvania Department of Labor and Industry, and contractors must maintain facility access while restoring all property to original condition upon project completion.

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GENERAL PROJECT NOTESPORTER TOWER JOINT MUNICIPAL AUTHORITY

WWTP INFLUENT PUMP IMPROVEMENTS

CONTRACT NO. 01 GENERAL / PROCESS MECHANICAL

CONTRACT NO. 02 ELECTRICAL

P R

C T

N O

S, D R

, D R

G C

O N

N S

S G

DRAWING CONVENTIONS

A. DESIGN DRAWINGS MUST BE WORKED IN CONJUNCTION WITH THE

PROJECT MANUAL AND SPECIFICATIONS.

B. ALL UNDERGROUND UTILITIES SHALL BE LOCATED BY THE

CONTRACTOR PRIOR TO ANY EARTH MOVING ACTIVITIES PURSUANT TO

PA ACT NO. 287. UNDERGROUND UTILITIES MUST BE VERIFIED BY

CONTACTING THE “ONE CALL SYSTEM” AT 1-800-242-1776. THE SERIAL

NUMBER(S) INDICATED ON THIS COVER SHEET AND THE ONE CALL

CHART WAS IN RESPONSE TO THE ENGINEERS' REQUEST DURING

DESIGN AND IS PROVIDED FOR REFERENCE ONLY. CONTRACTOR SHALL

ALSO PROVIDE THIRD PARTY LINE LOCATION SERVICE IN ACCORDANCE

WITH SPECIFICATIONS.

C. ELECTRIC CONDUIT SHALL BE INSTALLED WITH A MINIMUM COVER OF

THREE FEET (3”-0”) UNLESS NOTED OTHERWISE.

D. CONTRACTOR SHALL MAINTAIN FACILITY ACCESS AT ALL TIMES AND

RESTORE ALL PROPERTY TO ORIGINAL CONDITION.

E. WASTEWATER TREATMENT PLANT SHALL REMAIN FULLY OPERATIONAL

DURING CONSTRUCTION ACTIVITIES.

SCALE:2 NONE

VICINITY MAP

PROJECT SITE

00 2000' 4000'

SCALE:1 1" = 2000'

LOCATION / TOPOGRAPHICAL MAP

SECTION INDICATOR

DETAIL INDICATOR

ELEVATION INDICATOR1

X-201

A X-301

X-501

SCALE:1 1" = 1'-0"

DRAWING TITLE

DRAWING NUMBER

SECTION LETTER

DRAWING NUMBER

ELEVATION LETTER

IDENTIFICATION NUMBER/LETTER

DRAWING TITLE

SHEET KEYNOTE SYMBOL

DEMOLITION KEYNOTE

SYMBOL

PHOTOGRAPH INDICATOR

PHOTOGRAPH

IDENTIFICATION

DRAWING NUMBER

DETAIL NUMBER

TEXT

INDICATES EXIST

CONDITIONS/FEATURES

INDICATES NEW

WORK/FEATURES

DENOTES REFERENCE TO ENLARGED

PLANS WITH DRAWING NUMBER

INDICATED

XXX

REFERENCE DRAWINGS

1. EXISTING WASTEWATER TREATMENT PLANT DRAWINGS REFERENCE

LARSON DESIGN GROUP "WATER TREATMENT PLANT UPGRADE"

PROJECT # 5941-018 DATED NOVEMBER 2012.

REFERENCE: USGS 7.5 MINUTE SERIES (TOPOGRAPHIC MAP) TOWER CITY, PENNSYLVANIA

JANUARY 16, 2026

ISSUED FOR

BIDDING

PLANT ADDRESS:

860 W. GRAND AVE.

TOWER CITY, PA. 17980

4603.017

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jan. 16, 2026 H:\0004603.017\04-CAD\SheetFiles\G-001.dwgLa st

E di te d by : p m cc ar ty

G-001

T O

J O

M U

A U

Y, S

C H

C O

U N

, P

W W

AS NOTED

ARA

DBK

BJM

F O

HTLAEWNOM

M O

NAVLYSNNE

ERIC JULIAN MOORE

ENGINEER

056852-E

PROFESSIONAL

REGISTERED

PTJMA WWTP

LAT: 40° 35' 01.8"N

LONG: -76° 34' 50.7"W

DRAWING INDEX CONTRACT NO. 01

DWG. NO. DRAWING DESCRIPTION/TITLE

GENERAL

G-001 GENERAL PROJECT NOTES, DRAWING INDEX, DRAWING CONVENTIONS AND MAPS

G-002 DRAWING LEGENDS, SYMBOLS AND ABBREVIATIONS

G-101 AERIAL SITE PLAN - EXISTING CONDITIONS

G-601 PARTIAL FORWARD FLOW PROCESS AND INSTRUMENTATION DIAGRAM

DEMOLITION

GED-401 OPERATIONS BUILDING DEMOLITION PLANS, KEYED NOTES AND PHOTOGRAPHS

PROCESS MECHANICAL

D-101 OPERATIONS BUILDING INTERMEDIATE AND LOWER LEVEL PLANS AND NOTES

D-301 OPERATIONS BUILDING SECTIONS

D-501 INSTRUMENTATION DETAILS

DRAWING INDEX CONTRACT NO. 02

DWG. NO. DRAWING DESCRIPTION/TITLE

GENERAL

G-001 GENERAL PROJECT NOTES, DRAWING INDEX, DRAWING CONVENTIONS AND MAPS

G-002 DRAWING LEGENDS, SYMBOLS AND ABBREVIATIONS

G-101 AERIAL SITE PLAN - EXISTING CONDITIONS

G-601 PARTIAL FORWARD FLOW PROCESS AND INSTRUMENTATION DIAGRAM

DEMOLITION

GED-401 OPERATIONS BUILDING DEMOLITION PLANS, KEYED NOTES AND PHOTOGRAPHS

ELECTRICAL

E-101 OPERATIONS BUILDING UPPER LEVEL PLAN AND NOTES

E-102 OPERATIONS BUILDING INTERMEDIATE AND LOWER LEVEL PLANS AND NOTES

E-501 ELECTRICAL LEGEND

E-502 ELECTRICAL DETAILS

E-601 PROPOSED MCC ONE LINE

356.00

360 PROPOSED GRADE (MAJOR)

PROPOSED STORM DRAIN

PROPOSED WATER LATERAL

PROPOSED PAVED SURFACE

ROCK CONSTRUCTION ENTRANCE

PROPOSED CHAIN LINK FENCE

PROPOSED INLET

PROPOSED STORM DRAIN MANHOLE

PROPOSED YARD HYDRANT

PROPOSED GATE VALVE

PROPOSED PLUG VALVE

PROPOSED MECHANICAL JOINT FITTING

LIMIT OF DISTURBANCE

B-5

EXISTING FACILITY TO BE REMOVED

EXISTING FACILITY TO BE MODIFIED

NEW BUILDING FACILITIES

SUPER SILT FILTER FABRIC FENCE

PROPOSED MACADAM ACCESS

ROAD/ STONE DRIVEWAY

EROSION CONTROL BLANKET STEEP SLOPES

PROPOSED WATER MAINW W

PROPOSED HYDRANT

RIP RAP OUTLET PROTECTION

SILT SACK INLET PROTECTION

PROPOSED CURB STOP

PROPOSED WATER METER & METER BOXWMB

WAS-SC WAS-SC PROPOSED WASTE ACTIVATED SLUDGE / SCUM LINE

PROPOSED SANITARY MAINSAN SAN

FILTER FABRIC FENCE - 30"

FILTER FABRIC FENCE - 18"

PROPOSED ELECTRIC

PROPOSED SANITARY MANHOLE

356 PROPOSED GRADE (MINOR)

EROSION CONTROL SWALE MATTING

NPDES PERMIT BOUNDARY

TEXT PROPOSED TEXT

PROPOSED SANITARY FORCE MAINFM FM

MATCHLINE

MATCH LINE REFER TO DWG C-101

TRENCH PLUG

PROPOSED UTILITY WATER LINE

PROPOSED WASTEWATER LINE

RAS RAS PROPOSED RETURN ACTIVATED SLUDGE LINE

WAS WAS PROPOSED WASTE ACTIVATED SLUDGE LINE

PROPOSED SLUDGE LINE

PROPOSED SCUM LINE

PROPOSED DRAIN LINE

PROPOSED CLEAN OUTCO

PROPOSED AIR LINE

SwD Bh

18" COMPOST FILTER SOCK

24" COMPOST FILTER SOCK

32" COMPOST FILTER SOCK

12" COMPOST FILTER SOCK

R U

MOUNTED BEHIND PANEL DOOR

ALARM LIGHT

NOT ACCESSIBLE TO OPERATOR

ACCESSIBLE TO OPERATOR

AUXILLIARY LOCATION

NOT ACCESSIBLE TO OPERATOR

ACCESSIBLE TO OPERATOR

COMPLEX OR UNDEFINED INTERLOCKI

D C

O N

U M

G R

C O

C K

O R

MOUNTED LOCALLY

MOUNTED ON FACE OF PANEL

INDICATE

SCAN

LOW/LIGHT

CONTROL STATION

ORIFICE

SWITCH

RECORD/PRINT

TRANSMIT

INTEGRATE/TOTALIZE

VALVE

RELAY

MULTIFUNCTION

DRIVE/ACTUATE

MIDDLE

COMPUTING OR SIGNAL CONVERTING

SPEED/FREQUENCY

TEMPERATURE/TORQUE

POSITION

VISCOSITY/VIBRATION

MULTIVARIABLE

EVENT, STATE PRESENCE

WEIGHT

STATUS

REMOTE

QUANTITY

TURBIDITY

PRESSURE / VACUUM

MOISTURE/MALFUNCTIONM

CURRENT

POWER

TIME

LEVEL

INSTRUMENTATION DEVICE SCHEDULE

ALARM

CONTROL

PRIMARY ELEMENT

HIGH

GLASS/GAUGE

MEASURED

VOLTAGE

DENSITY DIFFERENTIAL

CHLORINE

ANALYSIS

VARIABLE

FLOW RATE

HAND

BURNER

DELAY

FIRST LETTER

DISPLAY OR

OUTPUT FUNCTION

SUCCEEDING LETTERS

CIVIL LEGEND ABBREVIATIONS LEGEND

REFRIGERATOR

RESILIENT BASE

REINFORCE(D), REINFORCING

RISER, RADIUS

PAPER TOWEL DISPENSER

POINT, PRESSURE TREATED

PAPER TOWEL RECEPTACLE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PLUMBING CONTRACTOR

SOLID SURFACE MATERIAL

SPECIAL WALL COVERING

RAIN WATER CONDUCTOR

ROUGH OPENING, ROOF OPENING

SOLID POLYMER FABRICATIONS

SQUARE FOOT

SPECIFICATION

TOILET PARTITION

VENT THROUGH ROOF

VINYL COMPOSITION TILE

VINYL COVE BASE

VENEER PLASTER, VAPOR PROOF

UNLESS NOTED OTHERWISE

TOILET PAPER DISPENSER

TOP OF SLAB

TOP OF STEEL

TOP OF WALL

TOP OF MASONRY

FINISHED

ABOVE

PLUMBING

MOUNTING

ESTIMATE

EQUIPMENT

EXHAUST

EXISTING

EQUAL

EACH WAY

FIRE ALARM

FLOOR DRAIN

EXTERIOR

EXPANSION

ELECTRIC WATER COOLER

FIRE EXTINGUISHER CABINET

FIRE EXTINGUISHER

FINISHED BY OTHERS

FINISH FLOOR ELEVATION

FIRE HOSE CABINET

CONTRACTOR INSTALLED

NON-FUSED DISCONNECT SWITCH

OPPOSITE

NUMBER / NORMALLY OPEN

NOMINAL

NOT IN CONTRACT

NOT TO SCALE

NOT APPLICABLE

OPENING

OVERHEAD

OVERALL / OUTSIDE AIR

OUTSIDE DIAMETER

OWNER FURNISHED

ON CENTER

WITHOUT

WOOD

WITH

UNDERCUT

VERTICAL

TYPICAL

AMERICAN STANDARD TESTING MATERIAL

CEILING

CLOSET

COLUMN

CONCRETE

CONSTRUCTION

CORRIDOR

COURSE(S)

CURB STOP, CORPORATION STOP

CARPET

CONTRACTOR

CONTINUOUS

CLEAN ROOM WALL PANEL

CONCRETE MASONRY UNIT

DOWN SPOUT

DRAWING

DOOR, DRAIN

DIAMETER

DIMENSION

EMERGENCY

ELECTRIC(AL)

ELEVATION

EACH

DRINKING FOUNTAIN

EXPANSION JOINT

ELECTRICAL CONTRACTOR

DETAIL

ADJUSTABLE

ALTERNATE

ACOUSTIC

ABANDON

ASPHALT

APPROXIMATE

ALUMINUM

ACOUSTIC TILE CEILING

ABOVE FINISHED FLOOR

ARCHITECTURAL WOOD INSTITUTE

BOTTOM FOUNDATION ELEVATION

ARCHITECTURAL

BEAM

BRICK

BASEMENT

BOTTOM

BUILDING

BLOCKING

BITUMINOUS

BUILT UP ROOF

CENTERLINE

CATCH BASIN

CONTROL JOINT

CABINET

CENTER TO CENTER

AIR CONDITIONING

MECHANICAL/ELECTRICAL/PLUMBING

LOW POINT, LIGHTING PANEL

MEDIUM DENSITY OVERLAY

JANITOR, JANITOR'S CLOSET

LOUVER

MAXIMUM

METAL

MECHANICAL

MINIMUM

MECHANICAL JOINT

MOUNT(ED)

MISCELLANEOUS

MANUFACTURER

MANUFACTURING

INTERIOR

INSIDE DIAMETER

INFORMATION

ISOLATION JOINT

JOINT

LENGTH, LONG

LAMINATE(D)

LINEAR FOOT

HVAC CONTRACTOR

INSULATE, INSULATION

SUSPENDED

SYSTEM

TREAD, TOP

THICK(NESS)

TERRAZZO

TELEPHONE

TEMPERED

STEEL

STANDARD

STRUCTURAL

SHEET VINYL

STORAGE

SECTION

SIMILAR

SQUARE

SHOWER

ROOM

RUBBER TILE

SANITARY

SCHEDULE

GROUND

HEADER

HANDICAP(PED)

HOLLOW METAL

HARDWARE

HIGH

HEIGHT

HIGH POINT / HORSEPOWER

HANDRAIL

HORIZONTAL

GYPSUM WALLBOARD

HEATING, VENTILATING &

FLOOR

FIXTURE

FACE OF FINISH

FOUNDATION

FOOTING

GAUGE

FIREPROOF(ING)

GALVANIZED

GRAB BAR

FACE OF STUDS

GENERAL CONTRACTOR

FACE OF CONCRETE

FACE OF MASONRY

RETURN

REFERENCE

REQUIRED

REVISION

RESILIENT

RADIUS

QUANTITY

QUARRY TILE

RETURN AIR

ROOF DRAIN

PAIR

PARTITION

PAINTED

PLATE

PLASTER

PLACES

CLEAN-OUT

PREMOLDED JOINT FILLER

LEVEL / LAMINATED VENEER LUMBER

DEPARTMENT

BALANCING VALVE

CUBIC FEET PER MINUTE

AIR CONDITIONING CONDENSATE

CHLORINATED PVC PIPE

DOMESTIC COLD WATER

DOWN

ENTERING AIR TEMPERATURE

ENTERING DRY BULB

EXTERNAL STATIC PRESSURE

ENTERING WET BULB

ENTERING WATER TEMPERATURE

INVERT

JUNCTION BOX

KILOWATT

LEAVING AIR TEMPERATURE

MECHANICAL CONTRACTOR

NORMALLY CLOSED

PANEL

PRESSURE REGULATING VALVE

POLYVINYL CHLORIDE

REVOLUTIONS PER MINUTE

SUPPLY AIR

UNIT HEATER

VARIABLE SPEED DRIVE

VARIABLE FREQUENCY DRIVE

AIR HANDLING UNIT

ACCESS PANEL

FLEXIBLE CONNECTOR

FIN

PLBG

ABV

MTG

TOM

EST

FHC

FEE

FEC

FBO

EXP

EXT

EQUIP

EXIST

EWC

EXH

OPP

OFCI

OPNG

NFDS

NOM

NTS

NIC

W/O

TOW, TW

TYP

TOS

TPTN

VERT

VTR

UNO

VCT

VCB

TSL

CLG

DET

EMER

ELEC

EL/ELEV

EXP JT

DIA,Ø

DWG

DIM

CONT

CORR

CRWP

CPT

CRS

CONTR

CONC

COL

CLO

CMU

CONST

CAB

BUR

BRK

BSMT

BLDG

BLKG

BOT, BTM

BIT

ALUM

ARCH

ASPH

ASTM

BFE

AWI

APPROX

ACT

ADJ

AFF

ALT

ATC

ABDN

LVR

MFG

MISC

MT(D)

MIN

MANUF.

MAX

MECH

MDO

MEP

MET

JAN

LAM

INSUL

INFO

INT

SSM

STOR

SWC

STR

STD

TMPD

THK

TER

SYS

SUSP

TEL

STL

SAN

SCH

RWC

SPEC

SHR

SPF

SECT

SIM

HORIZ

HVAC

GWB

HDWR

GND

H/C

HDR

FOS

GALV

FTG

FIXT

FOF

FOM

FOC

FDN

FLR

QTY

RAD

REFR.

REQD

REINF

REF

REV

RET

RES

PNT(D)

PLCS

PTR

PTN

PTD

PSF

PSI

PMJF

LVL

DEPT

AHU

FLEX

CFM

COND

CPVC

EAT

ESP

EWT

EWB

INV

LAT

PNL

PRV

PVC

RPM

VSD

VFD

MACADAMMAC

WASTE WATERWW

GALLONGAL

PLYWOODPLY

LEVEL SENSORLS

LEVEL ELEMENTLE

LEVEL TRANSDUCER / TRANSMITERLT

MASONRY OPENINGMO

DUCTILE IRON PIPEDI, DIP

CAST IRON PIPECI, CIP

UNNAMED TRIBUTARYUNT

MOTOR CONTROL PANELMCP

MICRO SCREEN CONTROL PANELMSCP

HAND SWITCHHS

FLOW INDICATING TRANSMITTERFIT

ANALYSIS INDICATING TRANSMITTERAIT

PLUG VALVEPV

STOP GATESG

D R

G L

D S, S

A N

D A

N S

WASTEWATER P&ID LEGEND

GATE VALVE

CHECK VALVE

BUTTERFLY VALVE

BALL VALVE

PLUG VALVE EXISTING PIPING

NEW PIPINGE VALVE W/ ACTUATOR

E - ELECTRIC

P - PNEUMATIC

KNIFE GATE VALVE

SOLENOID VALVE

Mg(OH)2

PIPING DOWN

PIPING UP

PIPE REDUCER

CHEMICAL PIPING

ELECTRICAL SIGNALS

(ANALOG & DIGITAL)

SCADA SYSTEM COMM. LINK

(RADIO, DATA HIGHWAY)

FIBER OPTIC CABLE

F.O.

AIR PIPING

INSTRUMENTATION

AIR TUBING

AIR RELEASE VALVE

BACK PRESSURE

SUSTAINING VALVE

RELIEF VALVE

PIPING NOT CONNECTED

INSTRUMENTATION /

SENSOR

ULTRASONIC SENSOR

RADAR SENSOR

LEVEL (FLOAT) SWITCH

OIL FILLED GAUGE

PIPE TO FLOOR DRAIN

SPRAY NOZZLES

WATER SURFACE

MOTOR

GAUGE WITH DIAPHRAM

FLEX COUPLER

FE-XX

0-XXX GPM

INLINE "FLOW ELEMENT" METER

SLIDE GATE

CENTRIFUGAL PUMP

4603.017

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jan. 16, 2026 H:\0004603.017\04-CAD\SheetFiles\G-002.dwgLa st

E di te d by : A

A tti ck

G-002

T O

J O

M U

A U

Y, S

C H

C O

U N

, P

W W

AS NOTED

ARA

DBK

BJM

F O

HTLAEWNOM

M O

NAVLYSNNE

ERIC JULIAN MOORE

ENGINEER

056852-E

PROFESSIONAL

REGISTERED

PROCESS & INSTRUMENTATION SYMBOL SCHEDULE

PINCH VALVE

PLANT CONTROL PANELPCP

VENDOR CONTROL PANELVCP

GRIT CONTROL PANELGRCP

GRIT POWER PANELGRPP

PIPE CAP

INFLUENT PUMP

4603.017

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jan. 16, 2026 H:\0004603.017\04-CAD\SheetFiles\G-101.dwgLa st

E di te d by : A

A tti ck

G-101

T O

J O

M U

A U

Y, S

C H

C O

U N

, P

W W

AS NOTED

ARA

DBK

BJM

F O

HTLAEWNOM

M O

NAVLYSNNE

ERIC JULIAN MOORE

ENGINEER

056852-E

PROFESSIONAL

REGISTERED

00 30' 60'

SCALE:1 1" = 30'

AERIAL SITE PLAN - EXISTING CONDITIONS

G C

O N

S G

OPERATIONS

BUILDING PLAN

D-101

1. INSTALLATION OF NEW 15 HP JOCKEY INFLUENT PUMP WITH VFD.

2. MODIFICATIONS TO EXISTING PIPING SYSTEMS.

3. UPGRADES TO EXISTING WWTP CONTROL PANEL FOR THE

INTEGRATION OF VFD AND NEW PROCESS INSTRUMENTATION.

4. FACILITATE INTEGRATION OF THE NEW EQUIPMENT INTO EXISTING

SCADA SYSTEM. INTEGRATION TO BE PERFORMED BY OWNER'S

INTEGRATOR - MARTZ TECHNOLOGIES, INC.

PROJECT SCOPE NOTES

GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX, DRAWING CONVENTIONS AND MAPS.

2. REFER TO DRAWING G-003 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS.

4603.017

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jan. 16, 2026 H:\0004603.017\04-CAD\SheetFiles\G-601.dwgLa st

E di te d by : p m cc ar ty

G-601

T O

J O

M U

A U

Y, S

C H

C O

U N

, P

W W

AS NOTED

ARA

DBK

BJM

F O

HTLAEWNOM

M O

NAVLYSNNE

ERIC JULIAN MOORE

ENGINEER

056852-E

PROFESSIONAL

REGISTERED

F O

R W

W P

R O

U M

G R

SCALE:1 NONE

SLUDGE PROCESS FLOW DIAGRAM

FE-122

0-2000 GPM

LS-101

PUMP

OFF 4.5' LE-101

(0-15FT)

LS-102

PUMP

ON 7.25'

VFD

P123

ASD LINE

REACTOR

P-123

SPARE

P-123 VFD

ASD OUTPUT

FILTER FOR

P-123

SCALE:2 NONE

MCC-100

LE-102

(0-15FT)

LS-103

PUMP

OFF 4.5'

LS-104

PUMP

ON 7.25

HOA

0-100%

P123

-15-15

PSI

0-30

PSI

P-123

700 GPM @

38 FT TDH 15 HP

1-1/2"

LIT

GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX, DRAWING CONVENTIONS AND MAPS.

2. REFER TO DRAWING G-003 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS.

3. PROCESS INSTRUMENTATION ARE FURNISHED AND INSTALLED BY THE

GC, WITH WIRING AND CONDUIT BY THE EC AND INTEGRATED BY THE

OWNERS INTEGRATOR MARTZ TECHNOLOGIES INC.

4. OWNERS INTEGRATOR (MARTZ) TO MODIFY EXISTING WWCP WITH

LEVEL INDICATING TRANSMITTER MOUNTED ON THE FACE OF THE

PANEL. AND PROVIDE A HOA AND P-123 VFD SPEED POTENTIOMETER.

5. OWNERS INTEGRATOR (MARTZ) TO MODIFY EXISTING WW PUMP

CONTROL CABINET WITH SPEED POTENTIOMETER FOR P-121 AND

P-122 VFDS.

ARV

1/ 2"

SP-01 & SP-02

250 GPM 15 TDH

2 HP 208-230/460-3-60

FIT

N P

S, K

N O

P H

G R

S D

O N

4603.017

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jan. 16, 2026 H:\0004603.017\04-CAD\SheetFiles\GED-401.dwgLa st

E di te d by : A

A tti ck

T O

J O

M U

A U

Y, S

C H

C O

U N

, P

W W

AS NOTED

ARA

DBK

BJM

F O

HTLAEWNOM

M O

NAVLYSNNE

ERIC JULIAN MOORE

ENGINEER

056852-E

PROFESSIONAL

REGISTERED

SCALE:1 3/16" = 1'-0"

UPPER LEVEL DEMOLITION PLAN

OPERATIONS BUILDING

0 8'4'2'1'

GED-401

SCALE:2 3/16" = 1'-0"

INTERMEDIATE LEVEL DEMOLITION PLAN

OPERATIONS BUILDING

0 8'4'2'1'

SCALE:3 3/16" = 1'-0"

LOWER LEVEL DEMOLITION PLAN

OPERATIONS BUILDING

0 8'4'2'1'

- GENERAL / MECHANICAL

DEMOLITION KEYNOTES

A. CORE HOLE WET WELL WALL FOR 8" DI SUCTION PIPE WITH LINK SEAL.

B. CORE HOLE WALL FOR NEW 1-1/2" AIR RELEASE DRAIN PIPE WITH LINK

SEAL.

C. REPLACE EXISTING 10" HEADER SPOOL PIECE WITH 10"x6" TEE FOR

CONNECTION TO 6" JOCKEY PUMP DISCHARGE PIPING.

D. CORE HOLE FLOOR FOR 6" DI SUCTION PIPE WITH LINK SEAL.

E. REPLACE EXISTING 10" WET WEATHER MAG METER.

F. DEMO EXISTING SUMP PUMPS IN THERE ENTIRETY FOR IN KIND

REPLACEMENTS.

G. DEMO EXISTING WET WELL BUBBLER (AIR-PURGE) LEVEL

MEASUREMENT EQUIPMENT. PULL POWER AND CONTROL WIRING

BACK TO IS SOURCE.

- ELECTRICAL / CONTROL

DEMOLITION KEYNOTES

A. JOCKEY PUMP (P-123) VARIABLE FREQUENCY DRIVE (VFD) LOCATION.

SCALE:A NONE

SUCTION PIPE WALL PENETRATION

WET WELL JOCKEY PUMP

SCALE:B NONE

DISCHARGE PIPE PENETRATION

SUMP AIR RELEASE VALVE

SCALE:C NONE

DISCHARGE PIPE CONNECTION

JOCKEY PUMP

SCALE:D NONE

PIPE FLOOR PENETRATION

JOCKEY PUMP SUCTION

SCALE:G NONE

MOTOR CONTROL CENTER (MCC-100)

SCALE:E NONE

WET WEATHER MAG METER (FE-122)

GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX, DRAWING CONVENTIONS AND MAPS.

2. REFER TO DRAWING G-003 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS.

SCALE:F NONE

SUMP PUMPS

R M

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HTLAEWNOM

M O

NAVLYSNNE

ERIC JULIAN MOORE

ENGINEER

056852-E

PROFESSIONAL

REGISTERED

A D-301

SHEET KEYNOTES

1. REPLACE IN KIND IN THEIR ENTIRETY THE TWO (2) WEIL VERTICAL

SEWAGE PUMPS MODEL NO. 2108 STAINLESS STEEL SHAFT, 3"

DISCHARGE, L46 BLUE 600 316SS IMPELLER 2 HP, 1750 RPM 3PH 60HZ,

205-230/480V TEFC: SERIAL NO. 2108J513.004. CONTRACTOR TO FIELD

VERIFY PUMP EQUIPMENT AND ALL OTHER CONNECTION.

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

OPERATIONS BUILDING INTERMEDIATE LEVEL PLAN

0 4' 8'2'

SCALE:2 1/4" = 1'-0"

OPERATIONS BUILDING LOWER LEVEL PLAN

0 4' 8'2'

A D-301

B D-301

10"x6"

REDUCING

TEE

LE-101

LS-101 &

LS-102

LE-102

LS-103 &

LS-104

6" 45° BEND

6" 90° BEND

6" D

8" PLUG VALVE

P-123

8" D

12"Ø CORE DRILL

WITH LINK SEAL.

GROUT BOTH SIDES.

8" 90° BEND

WITH BASE

8" DI

1 1/2" 90° LONG

RADIUS BEND

8" 90° FLARED

BEND

GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX, DRAWING CONVENTIONS AND MAPS.

2. REFER TO DRAWING G-003 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS.

3. GC TO PROVIDE AND INSTALL PROCESS INSTRUMENTATION PER DIV 11

SPECIFICATION. EC TO PROVIDE POWER AND CONTROL WIRING.

FE-122

1.5" SCH 80 PVC

@ 2% SLOPE

D-501

C D-301

8" 45° BEND

8" D

C D-301

1 1/2" 90° LONG

RADIUS BEND

N S

S M

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APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

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HTLAEWNOM

M O

NAVLYSNNE

ERIC JULIAN MOORE

ENGINEER

056852-E

PROFESSIONAL

REGISTERED

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

OPERATIONS BUILDING SECTION

0 4' 8'2'

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

OPERATIONS BUILDING SECTION

0 4' 8'2'

6" D

6" DI

10"x6"

REDUCING TEE

10" FLANGE ADAPTER

6" CHECK VALVE

10"Ø CORE DRILL

WITH LINK SEAL.

GROUT BOTH SIDES.

8" DI

8" 90° BEND W/ BASE

8" PLUG VALVE

8" DI

P-123

6" DI

1.5" SCH 80 PVC

@ 2% SLOPE

5" CORE DRILL HOLE

WITH LINK SEAL

12"Ø CORE DRILL

WITH LINK SEAL.

GROUT BOTH SIDES.

10"x6" REDUCING TEE

GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX, DRAWING CONVENTIONS AND MAPS.

2. REFER TO DRAWING G-003 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS.

D-501

PIPE SUPPORT

D-501

8" FLARED

90° BEND

8"x6" REDUCER

6" 90° BEND

(TYP. 4 PLCS.)

6" PLUG VALVE

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

OPERATIONS BUILDING SECTION

0 4' 8'2'

8" 90° BEND W/ BASE

8"x6" REDUCER 6"

D I

6" D

6" 90° BEND

(TYP. 3 PLCS.)

6" PLUG VALVE

6" CHECK VALVE

10"Ø CORE DRILL

WITH LINK SEAL.

GROUT BOTH SIDES.

6" D

HOSE BIB

1% SLOPE

SHEET KEYNOTES

1. CONTRACTOR TO LOCATE EXISTING REINFORCING STEEL IN FLOOR

PRIOR TO CORING THE FLOOR. EXISTING REINFORCEMENT STEEL SHALL

NOT BE CUT.

2. PROVIDE EQUIPMENT PAD (4" HIGH). VERIFY PAD SIZE WITH EQUIPMENT

MANUFACTURER. ROUGHEN CONCRETE SURFACE. COAT WITH EPOXY

ADHESIVE PRIOR TO PLACEMENT OF CONCRETE REINFORCEMENT: #4 "U"

BAR DOWELS @ 12"(TYP. EACH WAY). DRILL (3/4" DIAM.) HOLES MINIMUM

(4") DEPTH. EPOXY ADHESIVE REINFORCEMENT IN-PLACE USING HILTI HIT

RE-500 V3. GEL TIME AND FULL CURE TIME PER MANUFACTURER'S

RECOMMENDATIONS. ALL EXPOSED EDGES SHALL HAVE (3/4") CHAMFERS.

EQUIPMENT ANCHORING PER MANUFACTURES RECOMMENDATIONS.

3. VERIFY PAD SIZE WITH EQUIPMENT MANUFACTURER. ROUGHEN

CONCRETE SURFACE. COAT WITH EPOXY ADHESIVE PRIOR TO

PLACEMENT OF CONCRETE REINFORCEMENT: #4 "U" BAR DOWELS @

12"(TYP. EACH WAY). DRILL (3/4" DIAM.) HOLES MINIMUM (4") DEPTH.

EPOXY ADHESIVE REINFORCEMENT IN-PLACE USING HILTI HIT RE-500 V3.

GEL TIME AND FULL CURE TIME PER MANUFACTURER'S

RECOMMENDATIONS. ALL EXPOSED EDGES SHALL HAVE (3/4") CHAMFERS.

EQUIPMENT ANCHORING PER MANUFACTURES RECOMMENDATIONS.

4. PROVIDE REPLACEMENT PARTS FOR EXISTING INFLUENT PUMPS P-121

AND 122 GORMAN RUPP PUMP MODEL:T10A-B-7, AT A MINIMUM

REPLACEMENT PARTS SHALL INCLUDE TWO (2) SET OF EACH OF THE

FOLLOWING: MECHANICAL SEAL KIT, IMPELLER, WEAR PLATE, AND COVER

PLATE, AND COVER PLATE O-RING, BACK COVER O-RING, BEARINGS, AND

SHAFT SLEEVE. PUMP SERIAL NUMBER SHALL BE FIELD VERIFIED AND

REPLACEMENT PARTS TO BE PROVIDED BY THE ORIGINAL

MANUFACTURER.

5. PROVIDE REPLACEMENT PARTS FOR EXISTING INFLUENT PUMPS CHECK

VALVES, AT A MINIMUM REPLACEMENT PARTS SHALL INCLUDE: FLAP,

HINGE PIN, AND SEAL. CHECK VALVE SERIAL NUMBER SHALL BE FIELD

VERIFIED AND REPLACEMENT PARTS TO BE PROVIDED BY THE ORIGINAL

MANUFACTURE.

4 4

2 2

6" 90° BEND

(TYP. 3 PLCS.)

8" DI

8" 45° BEND

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CHECKED BY:

PREPARED BY:

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HTLAEWNOM

M O

NAVLYSNNE

ERIC JULIAN MOORE

ENGINEER

056852-E

PROFESSIONAL

REGISTERED

GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX, DRAWING CONVENTIONS AND MAPS.

2. REFER TO DRAWING G-003 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS.

SCALE:1 NONE

MAGNETIC FLOW METER (FE-122)

RACK, HANDRAIL OR WALL

REMOTE MOUNTED

INDICATOR/TRANSMITTER

FIT-XXX

TRANSMITTER OR JUNCTION BOX

FOR REMOTE MOUNTED TRANSMITTER

GROUNDING RING (TYP.)

GROUNDING WIRE (TYP.)

SCALE:5 NONE

FLOAT MOUNTING DETAIL (LS-XX)

FLOAT SWITCH

(TYP.)

FLOAT MOUNTING BRACKET

S.S. HOOK (TYP.)

PUMP STATION / TANKS

PRESSURE

TRANSDUCER

LE-XXX

4" SCH. 80 PVC

STILLING PIPE W/

1/2"Ø HOLES

POTTED CABLE W/ 30' MIN.

LENGTH TO TERMINAL BOX

SCALE:4 NONE

DETAIL (LE-XXX)

PRESSURE TRANSDUCER

SCALE:6 NONE

PRESSURE DIAPHRAGM GAUGE DETAIL

1/2" FULL PORT

BALL VALVE

DIAPHRAGM SEAL

4-1/2"Ø OIL FILLED

PRESSURE GAUGE

O P

-BASIS OF DESIGN: TAYLOR WALRAVEN #87, HOT DIPPED GALVANIZED-SCALE:3 NONE.

ADJUSTABLE SADDLE CLAMP PIPE SUPPORT PS-4

PROCESS PIPING

(SIZE VARIES)SADDLE STRAP

D V

SCALE:2 NONE.

ADJUSTABLE CLEVIS / HILTI PIPE SUPPORT

PROCESS PIPING

(SIZE VARIES)

3/4"Ø HILTI HDI CONCRETE

ANCHORS, 5" EMBEDMENT

CONTINUOUS THREADED ROD

(GALV.) ANVIL FIG. 146 (TYP.)

CONTINUOUS THREADED ROD

(GALV.) ANVIL FIG. 146 (TYP.)

ADJUSTABLE CLEVIS HANGER

(GALV.) ANVIL FIG. 590

HEX JAM NUTS (GALV.) TYP.

-BASIS OF DESIGN: STANDON C-92, STAINLESS STEEL-SCALE:7 NONE.

ADJUSTABLE SADDLE CLAMP PIPE SUPPORT PS-3

4" S.S. AIR PIPING

1/2"x2"

SADDLE STRAP

1"x6" THREAD STUD

SCH. 40 S.S. PIPE

1"Ø HEX JAM NUT

3/4" GROUT

PROVIDE (4) 1/2"Ø HILTI KWIK BOLT 3

STAINLESS STEEL EXPANSION ANCS.

INTO CONCRETE (3 1/4" EMBEDMENT).

S.S. BASE PLATE

12" DIA. SONOTUBE

3' -6

2" CL.

(TYP. ALL AROUND)

#4 TIES @ 12 O.C.

(8) #5's EQ. SPA.

(VERT.)

GRADE.

NOTE:

4000 PSI CONCRETE.

GRADE.

VFD

123 3

N A

N D

N O

4603.017

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PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

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DRAWING NO.

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DAVID E. MACE

C O

M O N W E A L T H

O F

ENGINEER

PROFESSIONAL

REGISTERED

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

OPERATIONS BUILDING UPPER LEVEL PLAN

0 4' 8'2'

SHEET KEYNOTES

GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX, DRAWING CONVENTIONS AND MAPS

2. REFER TO DRAWING G-002 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS

3. REFER TO TECHNICAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL

PROJECT REQUIREMENTS.

4. REFER TO DRAWING E-502 FOR ELECTRICAL LEGEND.

1. THE JOCKEY PUMP (P-123) VARIABLE FREQUENCY DRIVE (VFD) SHALL BE

INSTALLED WITHIN MCC-100, IN SECTION 3, USING THE MODEL 6 MCC

STANDARD PACKAGE. THE DRIVE SHALL BE AN ALTIVAR 630 PROCESS

AC DRIVE, RATED AT 15 HORSEPOWER, COMPLETE WITH AN INTEGRAL

CIRCUIT BREAKER AND DESIGNED FOR NORMAL-DUTY OPERATION WITH

AN OVERCURRENT CAPACITY OF 110% FOR 60 SECONDS. THE DRIVE

SHALL HAVE A CATALOG DESIGNATION OF ATV630D11 AND BE SUITABLE

FOR USE WITH A SYSTEM IMPEDANCE OF 5 PERCENT. THE VFD SHALL

INCLUDE A MOTOR-PROTECTING FILTER, A 100 VA CONTROL POWER

TRANSFORMER, #16 AWG MTW CONTROL WIRING, AND FISHTAPE UNIT

PLUGS. THE OVERALL DEVICE HEIGHT SHALL NOT EXCEED 24 INCHES.

1.1. ASSOCIATED MISCELLANEOUS DEVICES SHALL INCLUDE A LINE

REACTOR AND A MOTOR-PROTECTING FILTER, BOTH SUITABLE FOR

USE WITH THE SPECIFIED DRIVE. ALL COMPONENTS SHALL BE

FACTORY ASSEMBLED, TESTED, AND INSTALLED IN ACCORDANCE

WITH THE MANUFACTURER’S RECOMMENDATIONS AND APPLICABLE

CODES AND STANDARDS.

1.2. CONTRACTOR SHALL COORDINATE WITH SQUARE D ON THE

PACKAGE TO FIT THE EXISTING MCC ENCLOSURE. THE FO NUMBER

FOR THE EXISTING MCC IS: 31840059-003.

3. RUN POWER CONDUIT FROM MCC-100 (LOCATED IN OPERATIONS

BUILDING UPPER LEVEL PLAN) TO P-123 DISCONNECT IN OPERATIONS

BUILDING INTERMEDIATE LEVEL PLAN (REFER TO SHEET E-102). PROVIDE

NEW NEMA 12/4X STAINLESS STEEL, 3-POLE, 60A NON-FUSIBLE

DISCONNECT SWITCH FOR LOCAL LOCKOUT OF MOTOR. WHERE USED

ON VFD-CONTROLLED MOTOR, PROVIDE AUXILIARY CONTACT WIRED TO

BREAK BEFORE BLADES OPEN TO DROP OUT VFD PRIOR TO OPENING

MOTOR LEADS.

3.1. THIS INSTALLATION WILL REQUIRE NEW CONDUIT. CONDUIT SHALL

BE FIELD ROUTED DUE TO MULTIPLE OBSTRUCTIONS IN THE AREA.

A TOTAL OF FOUR (4) CONDUITS SHALL BE PROVIDED FROM

MCC-100 AS FOLLOWS:

• ONE (1) CONDUIT FOR POWER AND AUX CONTACT TO THE P-123

DISCONNECT.

• ONE (1) CONDUIT FOR CONTROL WIRING TO THE WET WELL

CONTROL PANEL (WWCP).

• ONE (1) CONDUIT FOR DATA WIRING TO THE WET WELL CONTROL

PANEL (WWCP).

• ONE (1) SPARE CONDUIT TO THE WET WELL CONTROL PANEL

(WWCP).

3.2. ALL CONDUITS SHALL BE SIZED PER 2017 NEC REQUIREMENTS AND

PROJECT SPECIFICATIONS. PROVIDE CONDUIT AS APPROPRIATE

FOR THE INSTALLATION ENVIRONMENT. INSTALL IN ACCORDANCE

WITH 2017 NEC AND PROJECT STANDARDS.

NOTES:

1. COORDINATE W/APPROPRIATE EQUIPMENT MANUFACTURER BEFORE

CONNECTING COMPONENT

2. S.T.P = SHIELDED TWISTED PAIR

3. V.S.C. = VENDOR PROVIDED CABLE

4. #14AWG = #14 AWG, THHN INSULATED COPPER CONDUCTORS

5. ALL ANALOG WIRING SHALL BE INSTALLED IN RGS CONDUIT

6. CAT.6 = CATEGORY 6 RATED DATA CABLE, WITH RJ-45 JACK FITTED TO

EACH END.

1A P-123 VFD C WWCP 14AWG 6 1"

1B P-123 VFD C WWCP S.T.P 2 1"

1C P-123 VFD C WWCP CAT 6 1 3/4"

1D P-123 VFD C WWCP SPARE 3/4"

* = EXPOSED RACEWAY ONLY, 1 INCH MINIMUM EMBEDDED SIZE. SIZE

SHOWN IS MINIMUM FOR SINGLE CIRCUIT. CIRCUITS OF LIKE NOISE

LEVEL MAY BE COMBINED.

** = INTRINSICALLY SAFE WIRING MUST BE HOUSED IN SEPARATE RACEWAY

PER NEC.

DATA/CONTROL SCHEDULE

KEYNOTE FROM TO CABLE No. OF RACEWAY

TYPE CABLES SIZE *

1A 1B 1C 1D

122 2H

P-123

DISC 2I

103 2E

104 2F

101 2C

102 2D

1022B

1012A

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APPROVED BY:

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PREPARED BY:

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DAVID E. MACE

C O

M O N W E A L T H

O F

ENGINEER

PROFESSIONAL

REGISTERED

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

OPERATIONS BUILDING INTERMEDIATE LEVEL PLAN

0 4' 8'2'

6" D

P-123

SHEET KEYNOTES

GENERAL SHEET NOTES

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX, DRAWING CONVENTIONS AND MAPS

2. REFER TO DRAWING G-002 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS

3. REFER TO TECHNICAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL

PROJECT REQUIREMENTS.

4. REFER TO DRAWING E-502 FOR ELECTRICAL LEGEND.

1. PROVIDE AN APPROPRIATELY SIZED JUNCTION BOX (JB-1A), RATED FOR

THE INSTALLATION AREA, TO TRANSITION VENDOR-FURNISHED LEVEL

SWITCH CABLES AND LEVEL INSTRUMENT CABLE TO BUILDING WIRING.

BUILDING WIRING SHALL BE ROUTED BACK TO THE WET WELL CONTROL

PANEL (WWCP). UTILIZE EXISTING CONDUIT WHERE FEASIBLE TO

MINIMIZE NEW CONDUIT INSTALLATION. VERIFY EXISTING CONDUIT SIZE,

CONDITION, AND ROUTING TO ENSURE ADEQUATE CAPACITY FOR NEW

WIRING IN ACCORDANCE WITH NEC FILL REQUIREMENTS. IF EXISTING

CONDUIT IS UNDERSIZED, DAMAGED, OR OTHERWISE UNSUITABLE,

PROVIDE NEW CONDUIT OF ADEQUATE SIZE AND TYPE AS REQUIRED.

ALL NEW CONDUIT SHALL BE RATED FOR THE INSTALLATION

ENVIRONMENT AND INSTALLED IN ACCORDANCE WITH THE 2017 NEC.

REFER TO G-601 FOR ADDITIONAL INFORMATION ON TRANSMITTER

WIRING.

2. PROVIDE AN APPROPRIATELY SIZED JUNCTION BOX (JB-1B), RATED FOR

THE INSTALLATION AREA, TO TRANSITION VENDOR-FURNISHED LEVEL

SWITCH CABLES AND LEVEL INSTRUMENT CABLE TO BUILDING WIRING.

BUILDING WIRING SHALL BE ROUTED BACK TO THE WET WELL CONTROL

PANEL (WWCP). UTILIZE EXISTING CONDUIT WHERE FEASIBLE TO

MINIMIZE NEW CONDUIT INSTALLATION. VERIFY EXISTING CONDUIT SIZE,

CONDITION, AND ROUTING TO ENSURE ADEQUATE CAPACITY FOR NEW

WIRING IN ACCORDANCE WITH NEC FILL REQUIREMENTS. IF EXISTING

CONDUIT IS UNDERSIZED, DAMAGED, OR OTHERWISE UNSUITABLE,

PROVIDE NEW CONDUIT OF ADEQUATE SIZE AND TYPE AS REQUIRED.

ALL NEW CONDUIT SHALL BE RATED FOR THE INSTALLATION

ENVIRONMENT AND INSTALLED IN ACCORDANCE WITH THE 2017 NEC.

REFER TO G-601 FOR ADDITIONAL INFORMATION ON TRANSMITTER

WIRING.

3. PROVIDE A VENDOR-FURNISHED MAGNETIC FLOW METER WITH A

REMOTE-MOUNTED INDICATOR/TRANSMITTER (FIT-122). THE VENDOR

SHALL SUPPLY AND INSTALL THE INTERCONNECTING CABLE BETWEEN

THE REMOTE-MOUNTED TRANSMITTER AND THE FLOW METER. BUILDING

WIRING SHALL BE PROVIDED FROM THE REMOTE-MOUNTED

TRANSMITTER TO THE WET WELL CONTROL PANEL (WWCP). A SEPARATE

JUNCTION BOX IS NOT REQUIRED, AS THE TRANSMITTER WILL SERVE AS

THE TRANSITION POINT BETWEEN THE VENDOR-FURNISHED CABLE AND

THE BUILDING WIRING. UTILIZE EXISTING CONDUIT WHERE FEASIBLE TO

MINIMIZE NEW CONDUIT INSTALLATION. VERIFY THE SIZE, CONDITION,

AND ROUTING OF EXISTING CONDUIT TO ENSURE IT CAN

ACCOMMODATE NEW WIRING IN ACCORDANCE WITH NEC CONDUIT FILL

REQUIREMENTS. IF EXISTING CONDUIT IS UNDERSIZED, DAMAGED, OR

OTHERWISE UNSUITABLE, PROVIDE NEW CONDUIT OF ADEQUATE SIZE

AND TYPE RATED FOR THE INSTALLATION ENVIRONMENT. ALL NEW

CONDUIT AND FITTINGS SHALL BE INSTALLED IN ACCORDANCE WITH

THE 2017 NEC AND APPLICABLE PROJECT SPECIFICATIONS.REFER TO

G-601 FOR ADDITIONAL INFORMATION ON TRANSMITTER WIRING.

NOTES:

1. COORDINATE W/APPROPRIATE EQUIPMENT MANUFACTURER BEFORE

CONNECTING COMPONENT

2. S.T.P = SHIELDED TWISTED PAIR

3. V.S.C. = VENDOR PROVIDED CABLE

4. #14AWG = #14 AWG, THHN INSULATED COPPER CONDUCTORS

5. ALL ANALOG WIRING SHALL BE INSTALLED IN RGS CONDUIT

6. CAT.6 = CATEGORY 6 RATED DATA CABLE, WITH RJ-45 JACK FITTED TO

EACH END.

7. F.O.C. = FIBER OPTIC CABLE

2A LE-101 WWCP V.S.C 6 3/4"

2B LE-102 WWCP V.S.C 2 3/4"

2C LS-101 WWCP V.S.C 1 3/4"

2D LS-102 WWCP V.S.C 1 3/4"

2E LS-103 WWCP V.S.C 1 3/4"

2F LS-104 WWCP V.S.C 1 3/4"

2G FE-122 FIT-122 V.S.C 1 N/A

2H FIT-122 WWCP S.T.P 2 3/4"

2I P-123 DISC MCC-100 14 AWG 2 3/4"

* = EXPOSED RACEWAY ONLY, 1 INCH MINIMUM EMBEDDED SIZE. SIZE

SHOWN IS MINIMUM FOR SINGLE CIRCUIT. CIRCUITS OF LIKE NOISE

LEVEL MAY BE COMBINED.

** = INTRINSICALLY SAFE WIRING MUST BE HOUSED IN SEPARATE RACEWAY

PER NEC.

DATA/CONTROL SCHEDULE

KEYNOTE FROM TO CABLE No. OF RACEWAY

TYPE CABLES SIZE *

SCALE:2 1/4" = 1'-0"

OPERATIONS BUILDING LOWER LEVEL PLAN

0 4' 8'2'

8" D

1 1/2" 90° LONG

RADIUS BEND

6" DI

4603.017

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

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JED

DEM

E N N S Y L V A N

I A056260NO.

DAVID E. MACE

C O

M O N W E A L T H

O F

ENGINEER

PROFESSIONAL

REGISTERED

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX, DRAWING CONVENTIONS AND MAPS

2. REFER TO DRAWING G-002 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS

3. REFER TO TECHNICAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL

PROJECT REQUIREMENTS.

GENERAL SHEET NOTES

NEW EXPOSED WIRING IN RACEWAY

NEW WIRING CONCEALED IN CEILING, WALL OR

UNDERGROUND

CONDUIT TURNING DOWN

CONDUIT TURNING UP

JUNCTION BOX

MOTOR, HORSEPOWER AS INDICATED ON PLANS

EQUIPMENT DESIGNATION REFER TO GENERAL,

MECHANICAL & PLUMBING DRAWINGS FOR

SCHEDULES

FUSE

CIRCUIT BREAKER

FUSED DISCONNECT SWITCH

NON-FUSED DISCONNECT SWITCH

PULL OUT DISCONNECT

TRANSFORMER

GENERATOR

GROUND

NORMALLY OPEN CONTACT

NORMALLY CLOSED CONTACT

OVERLOAD RELAY

CONDUCTORS NOT CONNECTED

CONDUCTORS CONNECTED

DISTRIBUTION PANELBOARD, SWITCHBOARD OR

MOTOR CONTROL CENTER, SHOWN TO SCALE

ON PLANS

DISCONNECT SWITCH, TYPE AND SIZE AS

INDICATED ON DRAWINGS

HEAT TRACE POWER CONNECTION KIT

CONTROL STATION (TYPE AS SHOWN)

PHOTO CELL

ELECTRICAL SYMBOL LEGEND

LP1-14

A,b

EXISTING EXPOSED WIRING IN RACEWAY

EXPLOSION PROOFXP

LUMINAIRE, TYPE AS INDICATED ON LUMINAIRE

SCHEDULE ON SHEET E-501. LETTER = LUMINAIRE TYPE,

lower case letter = SWITCH DESIGNATION

A,b

IN-WALL, ON/OFF W/ 0-10V DIMMING

LUTRON: DVSCSTV, OR APPROVED EQUAL, CONNECT 0-10V DIMMING

WIRE TO ALL LOCAL LUMINAIRES IN ROOM OR AREA NOTED.

IN-WALL, SINGLE POLE SWITCH

IN-WALL, THREE-WAY SWITCH

IN-WALL, ON/OFF W/ OCCUPANCY SENSOR

LUTRON: MRF2S-8SS-WH, OR APPROVED EQUAL, CONNECT TO

LOCAL LUMINAIRES IN ROOM OR AREA NOTED. AUTO ON, AUTO OFF,

SET TO VACANCY MODE IN ALL PRIVATE OFFICES AND SMALL ROOMS.

SD,a

CEILING MOUNTED WIRELESS MOTION SENSOR, LUTRON

LRF2-OCR2B-P-WH, OR APPROVED EQUAL , PAIR TO LOCAL

CONTROL MODULE/SWITCH

WALL MOUNTED MOTION SENSOR 90°, PROVIDE

LUTRON:LRF2-OKLB-P-WH, OR APPROVED EQUAL, PAIR TO LOCAL

CONTROL MODULE/SWITCH MOUNT AT 8'-0" A.F.F.

NEW 120VOLT, 20AMP,DUPLEX RECEPTACLE, NEMA 5-20R

MOUNTED AT 18" AFF; UNLESS NOTED OTHERWISE. PROVIDE

TYPED LABEL ON EACH RECEPTACLE COVERPLATE

W/PANELBOARD NAME AND CIRCUIT NUMBER. CLEAR LABEL W/

BLACK LETTER, 3/32" HIGH. CONNECT TO CIRCUIT SHOWN.

NO DENOTE=NEW OUTLET AT MOUNTED 18",

# = CIRCUIT NUMBER

##" = HEIGHT ABOVE FINISH FLOOR

AC = NEW OUTLET, MOUNT 8" ABOVE COUNTER TOP,

GFI = INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER.

WP = WEATHER PROOF WHILE IN USE ENCLOSURE W/

WEATHER RESISTANT RECEPTACLE.

ETR = EXISTING LOCATION TO REMAIN, REPLACE W/ NEW

RECEPTACLE AND COVERPLATE.

TV = INSTALL FOR WALL MOUNTED TV, MOUNT BEHIND TV

USB = PROVIDE W/ ONE USB-A AND ONE USB-C PORT

WM = PROVIDE DECORATOR RECEPTACLE IN WIREMOLD

ALDS4000 SYSTEM W/ALDS4047R RACEWAY FITTING.

A,b

LIGHT SWITCH W/ WET LOCATION/WEATHER PROOF COVER PLATE.SWP

VIDEO CAMERA, MARCH NETOWRKS

EX = EXISTING VIDEO CAMERA AND CAMERA MOUNT,

RELOCATED TO NEW LOCATION SHOWN. PROVIDE 3/4"

CONDUIT W/ CAT5E CABLE AND PULL STRING BACK TO

DATA CLOSET SWITCH.

N = PROVIDE NEW VIDEO CAMERA, PROVIDE MARCH

NETWORKS VA4 OUTDOOR IR DOME W/ 1.5" NPT WALL

MOUNT & 1.5" NPT SUNSHIELD. PROVIDE 3/4" CONDUIT

W/ CAT5E CABLE AND PULL STRING BACK TO DATA

CLOSET SWITCH.

PTZ = EXISTING PTZ VIDEO CAMERA AND CAMERA MOUNT

RELOCATED FROM CONTROL BUILDING TO NEW

ADMIN BUILDING. AIM TOWARDS ENTRANCE

GATE. PROVIDE 3/4"CONDUIT W/ CAT5E CABLE AND

PULL STRING BACK TO DATA CLOSET SWITCH.

AVF

CM CARBON MONOXIDE DETECTOR

SMOKE DETECTOR

AUDIO/VISUAL DEVICE

PULL STATION

VF VISUAL DEVICE

2 DATA/PHONE OUTLET, MOUNTED AT 18" AFF UNLESS OTHERWISE

NOTED. PROVIDE SINGLE GANG J-BOX, 3/4" CONDUIT WITH

NUMBER OF CAT 6 CABLES NOTED FROM LOCATION TO DATA

CLOSET. PROVIDE RJ45 JACKS AND COVER PLATE. TERMINATE

CAT6 CABLING ON PATCH PANEL. NUMBER NOTES QUANTITY OF

CAT6 CABLES AT LOCATION.

NO DENOTE=NEW OUTLET AT MOUNTED 18",

# = NUMBER OF OUTLETS

##" = HEIGHT ABOVE FINISH FLOOR

AC = NEW OUTLET, MOUNT 8" ABOVE COUNTER TOP

WM = PROVIDE IN WIREMOLD ALDS4000 SYSTEM

W/ ALDS4047R RACEWAY FITTING. PROVIDE

REQUIRED ACCESSORIES FOR MOUNTING RJ45

JACKS.

IN-WALL, MOTION SENSOR W/ 0-10V DIMMING (VACANCY)

LUTRON: MRF2S-8SD010-WH, OR APPROVED EQUAL, CONNECT

0-10V DIMMING WIRE TO ALL LOCAL LUMINAIRES IN ROOM OR

AREA NOTED. SET TO VACANCY MODE IN ALL PRIVATE OFFICES

AND SMALL ROOMS. TIME DELAY MAX 20 MINUTES.

SWITCH ID/ZONE CONTROLLED, CONNECT TO CORRESPONDING

LUMINAIRES. BLANK CONNECT TO LOCAL LUMINAIRES IN THE

SAME ROOM. TYPICAL FOR ALL SWITCHES.

SDM,a

PROVIDE WIREMOLD ALDS4000 SERIES (OR APPROVED EQUAL),

ALUMINUM RACEWAY SYSTEM W/ DUAL CHANNELS, TWIN

COVERS AND BUILT IN DIVIDER THAT PROVIDES FULL ISOLATION

BETWEEN DATA AND POWER. PROVIDE WITH FRONT FACING

DATA AND POWER ACTIVATIONS. MOUNT ABOVE COUNTERTOP

BACK SPLASH. COORDINATE LIVE END FEEDS WITH EXISTING

CONDITIONS. PROVIDE END PLATES, CORNERS, ELBOWS AS

REQUIRED. PROVIDE DS4000WC WIRE CLIPS FOR CABLE

MANAGEMENT IN BOTH DATA AND POWER CHANNELS.

PD PROPANE DETECTOR

BRANCH CIRCUIT HOMERUN TO PANEL ,

NUMBER OF ARROWS = NUMBER OF

RACEWAYS. ALPHA-NUMERIC DESIGNATION =

PANEL - CIRCUIT #

NEW 120VOLT, 20AMP, QUAD RECEPTACLE, TWO NEMA 5-20R

MOUNTED AT 18" AFF; UNLESS NOTED OTHERWISE. PROVIDE

TYPED LABEL ON EACH RECEPTACLE COVERPLATE

W/PANELBOARD NAME AND CIRCUIT NUMBER. CLEAR LABEL W/

BLACK LETTER, 3/32" HIGH. CONNECT TO CIRCUIT SHOWN.

DENOTES SAME AS ABOVE.

4603.017

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jan. 16, 2026 H:\0004603.017\04-CAD\SheetFiles\E-502.dwgLa st

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JED

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E N N S Y L V A N

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DAVID E. MACE

C O

M O N W E A L T H

O F

ENGINEER

PROFESSIONAL

REGISTERED

CABLE SEAL (TYP.) CROUSE-HINDS #CGB,

OR APPROVED EQUIVALENT

ROUND HOLE STOCK (ALUMINUM

3003H14)-.125" THICK 1/4" DIAMETER,

40% OPEN AREA WITH MARGIN (TYP.)FINISHED

GRADE

CORE DRILL HOLES SIZED FOR

CONDUIT SLEEVES. SEAL

PENETRATION BY APPROVED MEANS.

DO NOT CUT REBAR. (TYP)

WET WELL COVER

BUSHING (TYP)

WET WELL

SCALE:1 NONE

TYPICAL AIR-GAP ASSEMBLY DETAIL

PUMP DISC SWITCH

(MOTOR/SENSOR CABLES)

CLASS 1, DIV. 1, GROUP D

HAZARDOUS ENVIRONMENT

1' -8

" M

M O

C L

3/8" S.S. OPEN EYE BOLT

S.S. KELLEMS TYPE CABLE GRIP

PUMP/SENSOR POWER CORDS

UNISTRUT WALL STAND-OFF

(TYP. TOP AND BOTTOM/EQUIP.)

1' -8

" M

M O

C L

3/8" S.S. OPEN EYE BOLT

S.S. KELLEMS TYPE CABLE GRIP

TERM.

BOX

'WWTB'

GENERAL ELECTRICAL NOTES

1. ALL BRANCH CIRCUIT WIRING SHALL BE 2#12 & 1#12 GRD., 3/4" CONDUIT,

UNLESS NOTED OTHERWISE (PROVIDED SEPARATE NEUTRALS AND

SEPARATE GREEN INSULATED EQUIPMENT GROUNDING CONDUCTOR

FOR ALL FEEDER AND BRANCH CIRCUITS). TERMINATE EACH GROUNDING

CONDUCTOR ON A GROUNDING LUG, BUS, OR BUSHING. ALL BRANCH

CIRCUIT WIRING IS SHOWN DIAGRAMMATIC. CONTRACTOR SHALL

COORDINATE ACTUAL CIRCUIT ROUTING WITH OTHER TRADES AND

BUILDING CONSTRUCTION.

2. SEAL ALL CONDUIT PENETRATIONS THROUGH WALLS AND SLABS

WATERTIGHT.

3. ALL NEW WIRING SHALL BE ROUTED PLUMB AND SQUARE, IN RACEWAY.

PROVIDE PULL BOXES AT LOCATIONS NEEDED, AND ADEQUATELY SIZED

AS REQUIRED FOR THE EQUIPMENT SERVED.

4. CONTRACTOR SHALL COORDINATE ALL ELECTRICAL EQUIPMENT/DEVICE

REQUIREMENTS FOR EQUIPMENT PROVIDED. CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL ASSOCIATED EQUIPMENT & TERMINATIONS TO

EQUIPMENT IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.

5. ALL EQUIPMENT SHALL BE PROPERLY GROUNDED AND BONDED, AND

SHALL MEET THE REQUIREMENTS OF BOTH THE NATIONAL ELECTRICAL

CODE (NEC 2017, ARTICLE 250), AND THE EQUIPMENT/SYSTEM

MANUFACTURER'S REQUIREMENTS FOR TYPES, SIZES, AND QUANTITIES

OF EQUIPMENT GROUNDING CONDUCTORS, EXCEPT WHERE SPECIFIC

TYPES, LARGER SIZES, OR MORE CONDUCTORS THAN REQUIRED BY NEC

ARE INDICATED.

6. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND EXISTING

CONDITIONS PRIOR TO THE START OF THE WORK, NOTIFY THE ENGINEER

OF ANY SIGNIFICANT CHANGES IN DIMENSIONS AND CONDITIONS.

7. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS, TOOLS, EQUIPMENT,

AND NECESSARY FACILITIES, AND PERFORM ALL LABOR AND SERVICES

OF EVERY DESCRIPTION AS MAY BE NECESSARY TO COMPLETE THE

SCOPE OF THE WORK DEFINED IN THE CONTRACT DOCUMENTS.

8. FABRICATE AND INSTALL ALL WORK IN STRICT ACCORDANCE WITH THE

NATIONAL ELECTRICAL CODE (NEC 2017), THE NATIONAL ELECTRICAL

SAFETY CODE (NESC), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA),

INTERNATIONAL BUILDING CODE (IBC2015), AMERICANS WITH

DISABILITIES ACT (ADA), NECA STANDARD OF INSTALLATION, OSHA, ALL

APPLICABLE STATE AND LOCAL CODES, GENERAL CONDITIONS AND

SUPPLEMENTAL TERMS OF THE CONTRACT. ALL EQUIPMENT SHALL BE

UNDERWRITERS LABORATORIES (U.L.) LISTED FOR ITS APPLICATION

WHERE SUCH ITEMS ARE REQUIRED.

9. ALL CONTRACTORS AND SUBCONTRACTORS SHALL BE RESPONSIBLE

FOR THE PROPER PERFORMANCE OF THEIR WORK, COORDINATION WITH

OTHER TRADES, MEANS AND METHODS OF CONSTRUCTION, AND SAFETY

AND SECURITY WHILE ON SITE.

10. PROTECT EXISTING PROPERTY DURING CONSTRUCTION. REPAIR OR

REPLACE, WITHOUT ADDITIONAL CHARGE TO THE OWNER, ANY EXISTING

WORK DAMAGED DURING THE COURSE OF CONSTRUCTION.

11. THE CONTRACT DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO

CONVEY, IN A GENERAL WAY, THE SCOPE OF THE WORK. THEY ARE NOT

INTENDED TO ILLUSTRATE ALL CONDITIONS WHICH MAY BE

ENCOUNTERED AT THE SITE.

12. UNDERGROUND RACEWAYS SHALL BE SCHEDULE 40 PVC, UNLESS

OTHERWISE NOTED. UNDERGROUND RACEWAYS SHALL TRANSITION TO

RIGID GALVANIZED STEEL PRIOR TO EMERGING FROM THE GROUND. ALL

EXPOSED RACEWAYS SHALL BE RIGID GALVANIZED STEEL.

13. DEVICE LOCATIONS AS DESIGNATED ON THE ELECTRICAL PLANS ARE

DIAGRAMMATIC. FINAL LOCATIONS SHALL BE DETERMINED BY FIELD

CONDITIONS.

14. ALL FEEDER AND BRANCH CIRCUIT CONDUCTORS SHALL BE COPPER

CONDUCTORS, AS NOTED IN SPECIFICATIONS, WITHIN RACEWAYS.

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX, DRAWING CONVENTIONS AND MAPS

2. REFER TO DRAWING G-002 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS

3. REFER TO DRAWING E-501 FOR ELECTRICAL LEGEND.

4. REFER TO TECHNICAL SPECIFICATIONS FOR ADDITIONAL ELECTRICAL

PROJECT REQUIREMENTS.

GENERAL SHEET NOTES

D M

C C

O N

E-

N E

4603.017

2 3

1 2 3

4 5 6

PROJECT NO.

APPROVED BY:

SCALE:

CHECKED BY:

PREPARED BY:

E R

4 5

O R

DRAWING NO.

Entech Engineering - Printed: Jan. 16, 2026 H:\0004603.017\04-CAD\SheetFiles\E-601.dwgLa st

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JED

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DAVID E. MACE

C O

M O N W E A L T H

O F

ENGINEER

PROFESSIONAL

REGISTERED

FEED FROM PANEL 'OPH'

MAIN

LUGS

SECTION #1 SECTION #2

MOTOR CONTROL CENTER MCC-100

1B 1C 1D 2A 2D 2E

SECTION #3

3P/

XXA

3P/

XXA

3A 3B 3C 3D

SECTION #4

3P/

XXA

3P/

XXA

4A 4B 4C 4D

OUTPUT

FILTER

SECTION #5

5A 5B 5C 5D

CP-100 CP-120

CONDUCTOR SIZE KEY-

a. PROVIDE (3) #6 & (1) #8 GRD, 1"C.

GENERAL SHEET NOTES

3P/ 40A

JOCKEY

PUMP

P-123

VFD

W/BYP.

3P/ 60A a a

LINE

REACTOR

OUTPUT

FILTER

SHEET KEYNOTES

1. PROVIDE NEW, NEMA 12/4X STAINLESS STEEL, 3P/60A NON-FUSIBLE

DISCONNECT SWITCH FOR LOCAL LOCK-OUT OF MOTOR. WHERE

USED ON VFD-CONTROLLED MOTOR - PROVIDE AUX CONTACT, WIRED

TO BREAK BEFORE BLADES OPEN - TO DROP OUT VFD PRIOR TO

OPENING MOTOR LEADS

2. COORDINATE WITH SQUARE D TO FURNISH AND INSTALL ONE (1) 15 HP

VFD WITH ASD-RATED LINE REACTOR AND ASD OUTPUT FILTER,

LOCATED IN MCC-100. PROVIDE ALL ACCESSORIES FOR A COMPLETE,

CODE-COMPLIANT, COMMISSIONED INSTALLATION.

3. RUN POWER CONDUIT FROM MCC-100 (LOCATED IN OPERATIONS

BUILDING UPPER LEVEL PLAN) TO P-123 DISCONNECT IN OPERATIONS

BUILDING INTERMEDIATE LEVEL PLAN (REFER TO SHEET E-102).

PROVIDE NEW NEMA 12/4X STAINLESS STEEL, 3-POLE, 60A

NON-FUSIBLE DISCONNECT SWITCH FOR LOCAL LOCKOUT OF MOTOR.

WHERE USED ON VFD-CONTROLLED MOTOR, PROVIDE AUXILIARY

CONTACT WIRED TO BREAK BEFORE BLADES OPEN TO DROP OUT VFD

PRIOR TO OPENING MOTOR LEADS.

3.1. THIS INSTALLATION WILL REQUIRE NEW CONDUIT. CONDUIT SHALL

BE FIELD ROUTED DUE TO MULTIPLE OBSTRUCTIONS IN THE AREA.

A TOTAL OF FOUR (4) CONDUITS SHALL BE PROVIDED FROM

MCC-100 AS FOLLOWS:

• ONE (1) CONDUIT FOR POWER AND AUX CONTACT TO THE P-123

DISCONNECT.

• ONE (1) CONDUIT FOR CONTROL WIRING TO THE WET WELL

CONTROL PANEL (WWCP).

• ONE (1) CONDUIT FOR DATA WIRING TO THE WET WELL CONTROL

PANEL (WWCP).

• ONE (1) SPARE CONDUIT TO THE WET WELL CONTROL PANEL

(WWCP).

3.2. ALL CONDUITS SHALL BE SIZED PER NEC REQUIREMENTS AND

PROJECT SPECIFICATIONS. PROVIDE RIGID PVC OR STAINLESS

STEEL CONDUIT AS APPROPRIATE FOR THE INSTALLATION

ENVIRONMENT. INSTALL IN ACCORDANCE WITH NEC AND PROJECT

STANDARDS

1. REFER TO DRAWING G-001 FOR GENERAL PROJECT NOTES, DRAWING

INDEX, DRAWING CONVENTIONS AND MAPS.

2. REFER TO DRAWING G-003 FOR DRAWING LEGENDS, SYMBOLS AND

ABBREVIATIONS.

Sheets and Views

4 G-001 - G-001

4mvplot

G-002 - 24x36

5 G-101 - Layout1

G-601 - Layout1

GED-401 - 24x36

1 D-101 - 24x36

3 D-301 - 24x36

D-501 - 24x36

E-101 - 24x36

4mvplot

E-102 - 24x36

4mvplot

E-501 - 24x36

4mvplot

E-502 - 24x36

4mvplot

E-601 - 24x36

File details come from the government source that posted it. Updated Jan 16, 2026.