1-12635487-Bid-Set.pdf

PDF 6 MB Posted Dec 8, 2025

Attached to: E7 AND LAURICH MEADOWS PUMP STATIONS
Solicitation number: Not on record
Issued by: Franklin County, Pennsylvania

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Written by GovTribe AI · Dec 9, 2025

Summary of E7 and Laurich Meadows Pump Stations Bid Documents

These are engineering bid documents prepared by GHD for the Borough of Chambersburg, Franklin County, Pennsylvania, detailing the construction of two sanitary sewer pump stations and associated infrastructure. The project encompasses approximately 600 linear feet of 8-inch and 18-inch PVC sewer pipe, 1,320 linear feet of 4-inch and 6-inch PVC force main, 315 linear feet of primary electrical duct bank, two complete pump station facilities with wet wells and valve chambers, new electrical service and pad-mounted transformers, yard piping, security fencing, concrete curb and sidewalk replacement, trench and driveway paving, and lawn restoration. The project includes two distinct locations: the CB E7 Sanitary Sewer Basin Pump Station at Hollywell Avenue in Chambersburg and the Laurich Meadows Pump Station. The bid documents contain 28 drawing sheets including civil site plans, profiles, mechanical process details, electrical one-line diagrams, structural kiosk details, and comprehensive erosion and sediment control plans. No specific bid due date, site visit schedule, or pre-bid conference date is indicated in the bid set documents reviewed.

Bid security of ten percent of the bidder's maximum bid price is required to accompany all bids, with performance and payment bonds each required at one hundred percent of the contract price upon award. The successful bidder must comply with Commonwealth of Pennsylvania prevailing minimum wage determinations established by the Department of Labor and Industry. The project is subject to comprehensive erosion and sedimentation control requirements and stormwater management per Pennsylvania Department of Environmental Protection standards. General contractors are identified as responsible parties for coordination with utility companies including Guilford Water Authority, West Penn Power, Chambersburg Borough, Comcast Cable Communications, Berks Western Telecom, and CenturyLink. An anti-collusion affidavit is required, and all work must proceed in accordance with the Pennsylvania General Assembly Underground Utility Line Protection Act with notification to the Pennsylvania One Call System at 1-800-242-1776 or 811 prior to excavation activities.

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Project

Client

0 1"

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IssueNo. Checked Approved Date

Author Drafting Check

Designer Design Check

Project Manager

Project Director

Project No. Date ScaleThis document and the ideas and designs incorporated herein, as an instrument of professional service, is the property of GHD. This document may only be used by GHD’s client (and any other person who GHD has agreed can use this document) for the purpose for which it was prepared and must not be used by any other person or for any other purpose.

www.ghd.com

Conditions of Use Sheet No.

Title

ARCH D

Size

Plot Date: Path and Filename: G:\564\12635487\Digital_Design\ACAD\Sheets\General\12635487-GHD-NW-DRG-00-GN-00001.dwgPlotted By: Brad Anderson24 November 2025 - 8:05 PM

12-8-2025CMABAABID DOCUMENTS0

DEC. 2025

BOROUGH OF CHAMBERSBURG

E7 AND LAURICH MEADOWS

11134371/12635487 -

C. ANGLE

T. PARTHEMORE

M. PICKERING

PUMP STATION

225 Grandview Avenue Suite 403 Camp Hill Harrisburg Pennsylvania 17011 USA T 717 541 0622

GHD Inc.

AREA MAP LOCATION MAP

SOMERSET YORK

STATE COLLEGE

ERIE

76p 81p

80p

81p

476p99p

SCRANTON

PITTSBURGH

HARRISBURG

PHILADELPHIA

p p p p p

PROJECT

LOCATION

SITE ADDRESS

HOLLYWELL AVE.

CHAMBERSBURG PA, 17201

PROJECT

LOCATION

(LAURICH

MEADOWS PS)

PENNSYLVANIA LAW REQUIRES 3 WORKING DAYS NOTICE

FOR CONSTRUCTION PHASE AND 10 WORKING

DAYS IN DESIGN STAGE - STOP CALL

PENNSYLVANIA ONE CALL SYSTEM, INC.

1-800-242-1776 OR 811

CALL BEFORE YOU DIG

THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF THE PENNSYLVANIA GENERAL ASSEMBLY UNDERGROUND UTILITY LINE PROTECTION ACT, PA ACT 287 OF 1974, AS AMENDED BY ACT 121 OF 2008, 73 P.S. § 176 ET SEQ., FOR NOTIFICATION OF UTILITIES BEFORE EXCAVATION IN THE CONTRACT AREA. THE ONE UNDERGROUND UTILITIES CALL NUMBER IS 800-242-1776 OR 811.

INDIVIDUAL LOCAL UTILITIES ARE AS FOLLOWS:

UNDERGROUND UTILITIES ACT:

BOROUGH OF CHAMBERSBURG

E7 AND LAURICH MEADOWS

PUMP STATIONS

BOROUGH OF CHAMBERSBURG, FRANKLIN COUNTY, PA

BID DOCUMENTS

DECEMBER 2025

COMPANY: GUILFORD WATER AUTHORITY

ADDRESS: 115 SPRING VALLEY RD

CHAMBERSBURG, PA. 17202

CONTACT: MATTHEW DRAWBAUGH

EMAIL: mdrawbaugh@guilfordtwp.us

COMPANY: WEST PENN POWER

ADDRESS: C/O USIC

9045 NORTH RIVER ROAD STE 300

INDIANAPOLIS, IN. 46240

CONTACT: USIC LOCATING SERVICE PERSONNEL

COMPANY: CHAMBERSBURG BOROUGH

ADDRESS: 100 S 2ND ST PO BOX 1009

CHAMBERSBURG, PA. 17201

CONTACT: KENNETH WEAVER

EMAIL: kweaver@chambersburgpa.gov

COMPANY: COMCAST CABLE COMMUNICATIONS INC

ADDRESS: C/O USIC LOCATING SERVICES INC

13085 HAMILTON CROSSING BLVD STE 200

CARMEL, IN. 46032

CONTACT: USIC OFFICE PERSONNEL

COMPANY: BERKS WESTERN TELECOM INC

ADDRESS: C/O BERKS WESTERN TELECOM

723 BROWNSVILLE RD

SINKING SPRING, PA. 19608

CONTACT: DEANA REEDY

EMAIL: deana@bwtcomm.com

COMPANY: CENTURYLINK

ADDRESS: 122 BALTIMORE ST PO BOX 896

HANOVER, PA. 17331

CONTACT: LEO HILBERT

EMAIL: leo.c.hilbert@centurylink.com

GENERAL

COVERSHEET

GN-00001AS SHOWN

B. ANDERSON

C. ANGLE

PROJECT

LOCATION

(E7 PS)

SERIAL #ERS:

E7 PS - #20253282764

LAURICH MEADOWS PS - #20253282960

http://www.ghd.com

0 1"

Bar is one inch on original size sheet

IssueNo. Checked Approved Date Author Drafting Check

Designer Design Check

Project Manager

Project Director

www.ghd.com Conditions of Use

Sheet No.

Title

ARCH D

Size

Plot Date: Path and Filename: G:\564\12635487\Digital_Design\ACAD\Sheets\General\12635487-GHD-NW-DRG-00-GN-00002.dwgPlotted By: Brad Anderson4 December 2025 - 8:59 AM

12-8-2025CMABAABID DOCUMENTS0

DEC. 2025

BOROUGH OF CHAMBERSBURG

E7 AND LAURICH MEADOWS

11134371/12635487 -

C. ANGLE

AS NOTEDC. ANGLE

T. PARTHEMORE

M. PICKERING

PUMP STATION

225 Grandview Avenue Suite 403 Camp Hill Harrisburg Pennsylvania 17011 USA T 717 541 0622

GHD Inc.

DOUBLE LINE SINGLE LINE

90° BEND

45° BEND

TEE

LATERAL WYE

REDUCER

ROTAMETER

UNION

PRESSURE REDUCING VALVE

SOLENOID VALVE

PRESSURE RELIEF VALVE

Y STRAINER

CALIBRATION COLUMN

PRESSURE GAUGE

PULSATION DAMPENER

FLEXIBLE TUBING

VACUUM REGULATOR

MOTOR OPERATOR

POLYMER FLOW METER

QUICK CONNECT (FEMALE)

REDUCER

NEW GRAPHICS; EQUIPMENT, STRUCTURES, ETC., ARE

SHOWN AS BOLD LINEWORK AND IN THIS TEXT FORMAT.

A S001

SECTION LETTER

DRAWING NUMBER

(INDICATES DRAWING WHERE

SECTION IS DRAWN IF SHOWN

ON DIFFERENT SHEET)

A S001

SECTIONA

S001 1/4"=1'-0"SCALE :

S001

DETAIL1

S001 1/4"=1'-0"SCALE :

WIDE SECTION

SHORT SECTION

SECTION LETTER

DRAWING NUMBER

(INDICATES DRAWING WHERE

SECTION IS DRAWN IF SHOWN

ON DIFFERENT SHEET)

DETAIL NUMBER

DRAWING NUMBER

(INDICATES DRAWING WHERE

DETAIL IS DRAWN IF SHOWN

ON DIFFERENT SHEET)

DETAIL NUMBER

DRAWING NUMBER

(INDICATES DRAWING WHERE

DETAIL IS DRAWN IF SHOWN ON

DIFFERENT SHEET)

S001

DEPICTION BOUNDARY

SOLENOID OPERATOR

PNEUMATIC OPERATOR

TEMPERATURE GAUGE

FLOW CONTROL VALVE

FLOW METER

COALESCING FILTER

SCHEMATIC SYMBOLS LEGENDGENERAL LEGEND

TYPICAL SECTION MARKS (FOR PLANS)

TYPICAL SECTION SUB-TITLE (FOR SECTIONS)

TYPICAL DETAIL MARKS

TYPICAL DETAILING

PROCESS FLOW DIRECTION

PLUG VALVE

GATE VALVE

PIPING LEGEND

DETAIL NAME

PLUG VALVE

GATE VALVE

VALVE

WELDED JOINT (FOR STEEL/STAINLESS

STEEL PIPE AND FITTINGS)

ULTRASONIC LEVEL SENSOR

RUPTURE DISK

UNION

ADD'L ADDITIONAL

AFF ABOVE FINISHED FLOOR

ADJ ADJUSTABLE

AGGR AGGREGATE

ALLOW ALLOWANCE

ALT ALTERNATE

ALUM ALUMINUM

ARCH ARCHITECT OR ARCHITECTURAL

ASSY ASSEMBLY

APPROX APPROXIMATE

BLDG BUILDING

BLK BLOCK

BOT or B BOTTOM

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CI CAST IRON

CIP CAST IRON PIPE

CMP CORRUGATED METAL PIPE

CO CLEANOUT

CONN CONNECTION

CY CUBIC YARD

CL CLEAR

℄ CENTER LINE

CONC CONCRETE

CONT CONTINUOUS

CPVC CHLORINATED POLYVINYL CHLORIDE

CL JT CONTROL JOINT

DL DEAD LOAD

DIA, Ø DIAMETER

DIP DUCTILE IRON PIPE

DWL DOWEL

EF EACH FACE

EA EACH

EL or ELEV ELEVATION

ELEC ELECTRIC

EQ EQUAL

EX, EXIST EXISTING

EXT EXTERIOR

FF FAR FACE/ FINISHED FLOOR

FM FORCE MAIN

FLR FLOOR

FT FEET

FTG FOOTING

G NATURAL GAS

GPM GALLONS PER MINUTE

GA GAUGE

GAL GALLON

GALV GALVANIZED

GC GENERAL CONTRACTOR

HDPE HIGH-DENSITY POLYURETHYLENE

HWL HIGH WATER LEVEL

HP HORSEPOWER

ID INSIDE DIAMETER

IF INSIDE FACE

INV INVERT

I/O INPUT / OUTPUT

LF LINEAR FEET

LL LIVE LOAD

LWL LOW WATER LEVEL

M MOTOR

MGD MILLION GALLONS PER DAY

MH MANHOLE

MJ MECHANICAL JOINT

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

NPT NATIONAL PIPE THREAD

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OPNG OPENING

PRV PRESSURE RELIEF VALVE

PSI POUNDS PER SQUARE INCH

PVC POLYVINYL CHLORIDE

POLY / PE POLYETHYLENE

⅊ PLATE, PROPERTY LINE

R RADIUS

REINF REINFORCING

REQD REQUIRED

SF SQUARE FOOT

SS STAINLESS STEEL

SCH SCHEDULE

SPEC SPECIFICATION

SQ SQUARE

STL STEEL

STD STANDARD

SYM SYMBOL

TEL TELEPHONE

TEMP TEMPERATURE

TYP TYPICAL

UV ULTRAVIOLET

W WATER

WL WATER LEVEL

W/O WITHOUT

WWF WELDED WIRE FABRIC

ABBREVIATIONS:

GENERAL NOTES (APPLY TO ALL DRAWINGS):

1. EXISTING FACILITIES AND PIPING SHOWN LIGHT. NEW FACILITIES AND PIPING SHOWN DARK.

2. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL EXISTING PIPING ELEVATIONS, LOCATIONS, SIZE AND TYPE OF MATERIAL WITH NEW PIPING PRIOR TO CONSTRUCTION. CONTRACTOR SHALL FIELD VERIFY AND COORDINATE ALL EXISTING EQUIPMENT DIMENSIONS AND ELEVATIONS, AS REQUIRED, PRIOR TO ORDERING

NEW EQUIPMENT.

3. CONTRACTOR SHALL COORDINATE ALL PIPING AND OTHER CONNECTIONS WITH THE APPROVED EQUIPMENT

SHOP DRAWINGS.

4. SURVEY BASED ON DRAWING NO. 17044-001 To GHD 11-6-17, DATED NOVEMBER 6, 2017 AND PROVIDED BY HONOR ENGINEER CO. - 1100 N. MOUNTAIN ROAD SUITE 1, HARRISBURG, PA. 17112 - (717) 533-9077.

5. HORIZONTAL DATUM: NAD 83 (2011)(EPOCH:2010.0000) PA SOUTH ZONE GRID. REFERENCED FROM C.O.R.S. "PAFC", "PAFM", AND "YORK". VERTICAL DATUM: NAVD 88 REFERENCED FROM NGS BENCH MARK DISK "OFFICE BUILDING" (PID JV3259). THE DIFFERENTIAL SHIFT FROM NAVD 88 TO NGVD 29 IS

0.58' IN THIS AREA. NGVD 29 IS HIGHER THAN NAVD 88.

DRAWING INDEX

NO. DRAWING NO. DESCRIPTION

1 GN-00001 GENERAL - COVERSHEET

2 GN-00002 GENERAL - DRAWING INDEX, GENERAL NOTES & LEGENDS

3 GN-00003 GENERAL - ELECTRICAL LEGEND, ABBREVIATIONS AND SYMBOLS

E 7 PUMP STATION

4 CI-01101 CIVIL - PUMP STATION - SITE PLAN

5 CI-01102 CIVIL - PROFILE

6 CI-01103 CIVIL - FORCEMAIN - PLAN AND PROFILE

7 MP-01101 MECHANICAL PROCESS - PUMP STATION PLANS AND SECTION

8 MP-01501 MECHANICAL PROCESS - DETAILS

9 EL-01101 E-7 - ELECTRICAL - SITE PLAN

10 EL-01501 E-7 PUMP STATION - KIOSK DETAILS

11 EL-01502 E-7 PUMP STATION - ELECTRICAL DETAILS

12 EL-01601 E-7 PUMP STATION - ONE-LINE DIAGRAM AND INTERCONNECTION DIAGRAM

13 ST-01501 STRUCTURAL - KIOSK DETAILS

LAURICH MEADOWS PUMP STATION

14 CI-02101 CIVIL - PUMP STATION - SITE PLAN

15 CI-02102 CIVIL - PLAN AND PROFILE

16 CI-02103 CIVIL - TRAFFIC CONTROL PLAN

17 MP-02101 MECHANICAL PROCESS - PUMP STATION PLANS AND SECTION

18 MP-02501 MECHANICAL PROCESS - DETAILS

19 EL-02101 LAURICH MEADOWS PUMP STATION ELECTRICAL - SITE PLAN

20 EL-02501 LAURICH MEADOWS KIOSK DETAILS

21 EL-02502 LAURICH MEADOWS ELECTRICAL DETAILS

22 EL-02601 LAURICH MEADOWS PUMP STATION ONE-LINE DIAGRAM AND INTERCONNECTION DIAGRAM

23 ST-02501 STRUCTURAL - KIOSK DETAILS

CIVIL DETAILS (BOTH PUMP STATIONS)

24 CI-03501 CIVIL - DETAILS

25 CI-03502 CIVIL - DETAILS

26 CI-03503 CIVIL - DETAILS

EROSION AND SEDIMENTATION CONTROL PLAN (BOTH PUMP STATIONS)

27 CE-00001 EROSION AND SEDIMENTATION CONTROL PLAN - NOTES

28 CE-00501 EROSION AND SEDIMENTATION CONTROL PLAN - DETAILS

GENERAL

DRAWING INDEX, GENERAL NOTES

& LEGEND

GN-00002

B. ANDERSON

C. ANGLE

0 1"

Bar is one inch on original size sheet

IssueNo. Checked Approved Date Author Drafting Check

Designer Design Check

Project Manager

Project Director

www.ghd.com Conditions of Use

Sheet No.

Title

ARCH D

Size

Plot Date: Path and Filename: G:\564\12635487\Digital_Design\ACAD\Sheets\General\12635487-GHD-NW-DRG-00-GN-00003.dwgPlotted By: Brad Anderson24 November 2025 - 8:08 PM

12-8-2025CMABAABID DOCUMENTS0

DEC. 2025

BOROUGH OF CHAMBERSBURG

E7 AND LAURICH MEADOWS

11134371/12635487 -

C. ANGLE

AS NOTEDC. ANGLE

T. PARTHEMORE

M. PICKERING

PUMP STATION

225 Grandview Avenue Suite 403 Camp Hill Harrisburg Pennsylvania 17011 USA T 717 541 0622

GHD Inc. ELECTRICAL LEGEND, ABBREVIATIONS, AND SYMBOLS

GN-00003

J. DAVENPORT

A. KARAFFA

MCP

ETM

TDR

ADDITIONAL SYMBOLS AND ABBREVIATIONS.

SEE THE LISTINGS IN OTHER SECTIONS OF THIS DOCUMENT FOR

PORTION OF THEM WILL NECESSARILY APPLY TO ANY GIVEN PROJECT.

OF THIS OFFICE AND APPLY TO A VARIETY OF PROJECTS. ONLY A

THE ABBREVIATIONS AND SYMBOLS LISTED HEREIN ARE STANDARDS

OXOO

XOOO

F A

OOOX

XOO

OOX

H AO

START

STOP

MMS

(CIR. NO.)

L6-30R

MSSOR

GROUND

ORM

MOD MOTOR OPERATED DAMPER

LOUVERLV

ALARM HORN/AMBER BEACON

HAZARDOUS GAS DETECTION

INTRUSION SYSTEM

DOOR CONTACT

STOP/LOCKOUT PB STATIONSLO

GENERAL NOTES:

1. LIGHTING CIRCUITS ARE SHOWN DIAGRAMMATICALLY; EXACT LOCATION OF CONDUIT RUNS

SHALL BE DETERMINED BY THE ELECTRICAL SUBCONTRACTOR IN THE FIELD, UNLESS

SPECIFICALLY DIMENSIONED ON THE PLANS. CONDUIT AND WIRE INFORMATION CAN BE

FOUND ON THE PLANS, EQUIPMENT SCHEDULES AND SCHEMATICS.

2. EXACT EQUIPMENT CONDUIT CONNECTIONS ARE TO BE DETERMINED BY THE ELECTRICAL

SUBCONTRACTOR BASED UPON THE ACTUAL FIELD LOCATION OF EQUIPMENT. INSTALL

CONDUIT IN ACCORDANCE WITH SPEC. SEC. 16110.

3. ALL PENETRATIONS THROUGH NON-FIRE RATED WALLS, CORE HOLE AND SEAL AROUND

CONDUIT WITH NON-SHRINK GROUT. THROUGH EXTERIOR WALL SEAL WATER TIGHT WITH

SILICONE MASONRY SEALANT. THROUGH FIRE RATED WALLS PROVIDE FIRE STOPPING PER

DETAILS ON CONTRACT DRAWINGS.

4. EVERY EFFORT HAS BEEN MADE TO IDENTIFY REMOTE ITEMS TO BE CONNECTED EITHER IN

THE ELEMENTARIES OR IN THE SCHEDULES. HOWEVER, NOT ALL OF THE REMOTE DEVICES

MAY HAVE BEEN SHOWN ON THE ELECTRICAL PLAN DRAWINGS. SEE THE DRAWINGS OF

RESPECTIVE DISCIPLINES TO LOCATE OR CONFIRM THEIR LOCATION.

5. ALL ELECTRICAL WORK IN CLASS I, DIVISION 1, GROUP D AREAS SHALL BE IN STRICT

ACCORDANCE WITH THE NFPA 70 NATIONAL ELECTRICAL CODE ARTICLE 501, APPLICABLE

COMMONWEALTH OF PENNSYLVANIA LAW AND THE CONTRACT SPECIFICATIONS. ALL

MATERIALS PROVIDED IN SUCH AREAS SHALL BE LISTED AS SUITABLE FOR THE

ENVIRONMENT IN WHICH THEY ARE INSTALLED.

6. FASTENERS ON THE UNDERSIDE OF PRECAST/PRESTRESSED CONCRETE MEMBERS

(PLANKS OR DOUBLE TEEs) WHICH SERVE FOR DIRECT ATTACHMENT OR FOR HANGERS OF

ELECTRICAL EQUIPMENT, CONDUIT, CHANNEL, ETC., MAY NOT BE DRILLED OR SHOT IN THE

VICINITY OF THE PRESTRESSING TENONS. THIS MEANS THAT FASTENERS AT CONCRETE

PLANKS CAN ONLY BE PLACED AT THE JOINTS BETWEEN UNITS. CONTRACTOR SHALL

PROVIDE AN INTERMEDIATE SUPPORTS NEEDED TO ACCOMPLISH THIS.

7. CONDUIT RUN ON EXTERIOR OF STRUCTURES SHALL BE EITHER WALL OR HANDRAIL

MOUNTED. ALL SUCH MOUNTING SHALL BE VIA ELECTRICAL CHANNEL

ABBREVIATIONS

A or AMP AMPERE, AMPS

AC ALTERNATING CURRENT

AE ANALYZER SENSOR

AF AMPERE FRAME SIZE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AIC AMPS INTERRUPTING CURRENT

AIT ANALYZER INDICATING TRANSMITTER

ALT ALTERNATOR

AM AMMETER

ANN ANNUNCIATOR

AS AMMETER SWITCH

AT AMPERE TRIP RATING

ATS AUTOMATIC TRANSFER SWITCH

AUX AUXILIARY

AWG AMERICAN WIRE GAUGE

BKR BREAKER

BTS BEARING TEMPERATURE SENSOR

C or COND CONDUIT

CA CABLE

CB CIRCUIT BREAKER

CBDH CIRCUIT BREAKER DISCONNECT HANDLE

CGD COMBUSTIBLE GAS DETECTOR

CGM COMBUSTIBLE GAS MONITOR

CMD COMMAND

CIRC or CKT CIRCUIT

CLF CURRENT LIMITING FUSE

COMP COMPARTMENT

COR CORROSION RESISTANT

CP CONTROL PANEL

CS CONTROL STATION

CPT CONTROL POWER TRANSFORMER

CR CONTROL RELAY

CT CURRENT TRANSFORMER

DC DIRECT CURRENT

DM DAMPER MOTOR

DS DISCONNECT SWITCH

EA EACH

EJ EXPANSION JOINTS

EMH ELECTRICAL MANHOLE

EMT ELECTRICAL METALLIC TUBING

EMTP EMBEDDED MOTOR THERMAL PROTECTOR

EP EQUIPMENT PANEL

ES EMERGENCY SWITCH

ESTOP EMERGENCY STOP

ETM ELAPSED TIME METER

EWC ELECTRIC WATER COOLER

F & I FURNISHED AND INSTALLED

FDBK FEEDBACK

FA FIRE ALARM

FACP FIRE ALARM CONTROL PANEL

FE FLOW ELEMENT

FIT FLOW INDICATING TRANSMITTER

FLEX FLEXIBLE

FOS FAST-OFF-SLOW

FS FLOW SWITCH

FSW FUSED SWITCH

FVNR FULL VOLTAGE NON REVERSING

FVR FULL VOLTAGE REVERSING

FVTS FULL VOLTAGE TWO SPEED

GC GENERAL CONTRACTOR

GEN GENERATOR

GENSET EMERGENCY POWER GENERATOR

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFI GROUND FAULT INTERRUPTER

GRD or G GROUND

HMI HUMAN MACHINE INTERFACE

HOA HAND-OFF-AUTO SELECTOR SWITCH

HOR HAND-OFF-REMOTE SELECTOR SWITCH

HP HORSE POWER

IB/OB INBOARD/OUTBOARD

IL INDICATING LIGHT

IMH INSTRUMENTATION MANHOLE

IPC INDUSTRIAL PANEL COMPUTER

I/O INPUT/OUTPUT

ISB INTRINSICALLY SAFE BARRIER

ISR INTRINSICALLY SAFE RELAY

JB JUNCTION BOX

JIC JOINT INDUSTRIAL COUNCIL

KCMIL THOUSAND CIRCULAR MILS

KSU KEY SERVICE UNIT

KVA KILOVOLT AMPERES

KW KILOWATT

LA LIGHTNING ARRESTOR

LC LIGHTING CIRCUIT

LE LEVEL TRANSDUCER

LIC LEVEL INDICATING CONTROLLER

LIT LEVEL INDICATING TRANSMITTER

LP LIGHTING PANEL

LO LOCKOUT

LS LIMIT SWITCH

mA MILLIAMPS

MAX MAXIMUM

MCC MOTOR CONTROL CENTER

MCP MOTOR CIRCUIT PROTECTOR

MCS/ MOLDED CASE SWITCH

T-THERMAL ONLY

M-MAGNETIC ONLY

AUTO- AUTOMATIC ONLY

MDP MAIN DISTRIBUTION PANEL

MFR MANUFACTURER

MIN MINIMUM

MLO MAIN LUGS ONLY

MMS MANUAL MOTOR STARTER

MOD MOTOR OPERATED DAMPER

SYMBOLS

MSS MOTOR STARTING SWITCH

MTR MOTOR TIMING RELAY

MWTP MOTOR WINDING THERMAL PROTECTION

Mx MOTOR CONTACTOR AUXILIARY CONTACT

NC NORMALLY CLOSED

NEC NATIONAL ELECTRIC CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOC.

NO NORMALLY OPEN

NP NAMEPLATE

NTS NOT TO SCALE

OH/E OVERHEAD ELECTRIC

OH/L OVERHEAD TELEPHONE

OIU OPERATOR INTERFACE UNIT

OL OVERLOAD RELAY

Ø PHASE

P POLE

PB PUSHBUTTON

PBx PULL BOX

PDSL PRESSURE DIFFERENTIAL SWITCH LOW

PDSH PRESSURE DIFFERENTIAL SWITCH HIGH

PE PRESSURE SENSOR

PF PULLING FITTING

PFC POWER FACTOR CORRECTION

PIT PRESSURE INDICATING TRANSMITTER

PLC PROGRAMMABLE LOGIC CONTROLLER

PNL PANEL

POT POTENTIOMETER

PR PAIR

PS PRESSURE SWITCH

PT POTENTIAL TRANSFORMER

R&R REMOVE & REPLACE

RECEP RECEPTACLE

RGS RIGID GALVANIZED STEEL CONDUIT

ROS REMOTE OPERATING STATION

RV-AT REDUCED VOLTAGE AUTO TRANSFORMER

SA SURGE ARRESTOR

SCADA SUPERVISORY CONTROL AND DATA ACQUISITION

SCR SILICON CONTROLLED RECTIFIER

SEC SECOND

SEL or SEL SW SELECTOR SWITCH

SHLD SHIELDED

S/L STOP/LOCKOUT SWITCH

SN SOLID NEUTRAL

SOL SOLENOID

SPD SPEED

SS STAINLESS STEEL

SSRVS SOLID STATE REDUCED VOLTAGE STARTER

SSW SAFETY SWITCH

S/S STOP/START PUSH BUTTON

STR STRANDED

SV SOLENOID VALVE

SW SWITCH

SWD SWITCHING DUTY

SWSV SEALWATER SOLENOID VALVE

TC TERMINAL CABINET OR TIMED CLOSED

TDR TIME DELAY RELAY

TEL TELEPHONE

TERM TERMINAL

TI TEMPERATURE SENSOR

TIT TEMPERATURE INDICATING TRANSMITTER

TR TIMER

TR.SW. TRANSFER SWITCH

TR24 24-HOUR TIMER

TRANS TRANSFORMER

TS TORQUE SWITCH

TSP TWISTED SHIELDED PAIR

TST TWISTED SHIELDED TRIAD

TYP TYPICAL

UG/E UNDERGROUND ELECTRIC

UG/T UNDERGROUND TELEPHONE

UNK. UNKNOWN

UPS UNINTERRUPTIBLE POWER SUPPLY

VA VOLT-AMPERES

VFD VARIABLE FREQUENCY DRIVE

VM VOLTMETER

VS VOLTMETER SWITCH

VSC VARIABLE SPEED CONTROL

W/ WITH

WE WEIGHT SENSOR

WIT WEIGHT INDICATING TRANSMITTER

WP WEATHER PROOF, WATER PROOF

XP EXPLOSION PROOF

2S1W 2 SPEED, 1 WINDING

2SP2W 2 SPEED, 2 WINDING

XFMR TRANSFORMER

SINGLE POLE SWITCH (P) PILOT LIGHT

THREE-WAY SWITCH

FOUR-WAY SWITCH

MOTOR STARTING SWITCH

MANUAL MOTOR STARTER WITH OVERLOAD PROTECTION

QUAD RECEPTACLE

SINGLE RECEPTACLE

SPECIAL RECEPTACLE WITH DESIGNATION

THERMOSTAT

CONTINUOUS RATING

MOTOR CIRCUIT PROTECTOR-TRIP RANGE

SETTING BASED ON ACTUAL MOTOR FULL LOAD

AMPS

CONTACTOR TYPE AND NEMA SIZE AS REQUIRED

FOR MOTOR FULL LOAD AND CHARACTERISTICS

OVERLOAD HEATERS OR RELAY

MOMENTARY OPEN PUSHBUTTON (NORMALLY

OPEN)

MOMENTARY CLOSED PUSHBUTTON (NORMALLY

CLOSED)

MAINTAINED CONTACT PUSHBUTTON WITH

MECHANICAL INTERLOCK

THREE POSITION MAINTAINED CONTACT

SELECTOR SWITCH

FOUR POSITION MAINTAINED

CONTACT SELECTOR SWITCH

NORMALLY OPEN

NORMALLY CLOSED

TIME DELAY AFTER COIL

ENERGIZED

TIME DELAY AFTER COIL

DE-ENERGIZED

NORMALLY OPEN CONTACT

NORMALLY CLOSED

NORMALLY OPEN

NORMALLY CLOSED CONTACT

TEMPERATURE SWITCH

LIMIT SWITCH

FLOAT SWITCH

PRESSURE SWITCH

SOLENOID VALVE COIL

MOTOR OPERATED VALVE

INDICATING LIGHT *=COLOR

R - RED W - WHITE

G - GREEN A - AMBER

PUSH-TO-TEST INDICATING LIGHT

NAME PLATE

RED MUSHROOM HEAD PUSHBUTTON

(MAINTAINED)

MOUNTING STAND

CONTROL RELAY

TIMER

TIME DELAY RELAY

MOTOR STARTER CONTACTOR COIL OTHER

COIL DESIGNATIONS:

SL- SLOW O - OPEN

FS- FAST C - CLOSED

F - FORWARD L - LOW

R - REVERSE H - HIGH

LIMIT SWITCH

FLOW SWITCH

PRESSURE SWITCH

VIBRATION SENSOR

MOTOR OPERATED DAMPER

CONTROL STATION

UTILITY POLE

UTILITY POLE W/STREET LIGHT

ELAPSED TIME METER

FLEXIBLE CONDUIT

WIRES CONNECTED

WIRES NOT CONNECTED

CURRENT LIMITING FUSE

SWITCH WITH CURRENT LIMITING FUSE

MOLDED CASE CIRCUIT BREAKER

DISCONNECT SWITCH

SQUIRREL CAGE INDUCTION MOTOR AND

X= HORSEPOWER (HP)

RESISTANCE LOAD

DRAW OUT FEATURE

TRANSFORMER

GROUNDING NOTES:

1. THE GROUNDING SYSTEM IS SHOWN DIAGRAMMATICALLY. EXACT LOCATION OF CABLE

GROUND RODS AND CONNECTIONS SHALL BE DETERMINED IN THE FIELD.

2. ALL BURIED GROUNDING CABLE CONNECTIONS SHALL BE CADWELD OR THERMOWELD. THE

WELDED CONNECTIONS SHALL BE LEFT EXPOSED FOR INSPECTION BY ENGINEER PRIOR TO

BACKFILLING.

3. WHERE EXPOSED TO MECHANICAL INJURY, THE GROUNDING CONDUCTOR SHALL BE

SUITABLY PROTECTED BY PIPE OR OTHER MECHANICAL PROTECTION. EACH END OF

PROTECTING CONDUIT (IF METALLIC) SHOULD BE GROUNDED TO THE BARE CABLE.

4. ALL EXPOSED CABLE LUGS AND CONNECTORS SHALL BE OF THE COMPRESSION TYPE

UNLESS OTHERWISE NOTED.

5. STEEL MUST BE CLEANED THOROUGHLY AND CABLE MUST BE COMPLETELY DRY BEFORE

MAKING WELD CONNECTIONS.

6. THE GROUNDING SYSTEM SHALL BE CONNECTED TO A METALLIC WATERLINE WITH A

MINIMUM OF 10 FEET LENGTH UNDERGROUND AND TO THE GROUNDING ELECTRODES.

7. REMOVE PAINT FROM UNDER ALL GROUNDING LUGS, INCLUDING SHOP FABRICATED

PANELS.

AIR TERMINAL

EARTH TERMINAL

CABLE TURNING DOWN

LIGHTNING SYSTEM SYMBOLS

TWISTED SHIELDED PAIR

GROUND PLATE

CONCRETE ENCASED

GRAVEL ENCASED

DUCTBANK SYMBOLS

HEAT TRACING

NEW EQUIPMENT/WORK.

NEW WORK/EQUIPMENT IS SHOWN IN THIS TEXT FORMAT

3 REFERENCE TO DRAWING NOTE

BRANCH CIRCUIT WIRING, WHEN SHOWN, PROVIDE QUANTITIES OF

CONDUCTORS REQUIRED FOR CIRCUITING AND SWITCHING

INDICATED. WIRE SIZE SHALL MATCH ASSOCIATED CIRCUIT HOME.

ON BRANCH CIRCUITRY WHERE ONLY THE CIRCUIT NUMBER IS

SHOWN, CIRCUIT RECEPTACLES WITH THE SAME NUMBER TO THE

CIRCUIT INDICATED WITH A HOMERUN TO EACH NUMBERED GROUP.

CONNECT TO A 20A-1P CIRCUIT BREAKER, OR AS NOTED FOR

SPECIAL PURPOSE RECEPTACLES.

ON BRANCH CIRCUITRY WHERE ONLY THE CIRCUIT NUMBER IS

SHOWN, CIRCUIT LUMINAIRES WITH THE SAME NUMBER TO THE

CIRCUIT INDICATED WITH A HOMERUN TO EACH NUMBERED GROUP.

CONNECT TO A 20A-1P CIRCUIT BREAKER, OR AS NOTED.

114 22

POWER FEEDER CIRCUIT DESIGNATION, SOME NOT SHOWN.2

J JUNCTION BOX

LIGHTING CONTROL SWITCH. LIGHTING WALL SWITCHES,

1 POLE IF NO NOTATION. 3=3 WAY, 4=4 WAY, LV=LOW VOLTAGE

LOWER CASE LETTER INDICATES CONTROL DESIGNATION.

D DIMMER SWITCH

OS OCCUPANCY SENSOR, CEILING MOUNTED.

OS OCCUPANCY SENSOR, WALL MOUNTED.

NUMBER INDICATES SUPPLY CIRCUIT.

3 INDICATION OF GANGED DEVICES

EM LIGHTING FIXTURE WITH EMERGENCY POWER UNIT

SITE LIGHTING FIXTURE, POLE MOUNTED; QUANTITY AND

ORIENTATION OF LUMINAIRES AS INDICATED

EMERGENCY LIGHTING FIXTURE, INTEGRAL BATTERY

EXIT LIGHT FIXTURE

EXIT LIGHT FIXTURE, WALL MOUNTED

COMBINATION MAGNETIC MOTOR STARTER WITH INTEGRAL

DISCONNECT.

PUSHBUTTON STATION

LIGHTING FIXTURE GENERAL NOTES:

1. UPPER CASE LETTERS INDICATE FIXTURE TYPE. REFER TO

SPECIFICATIONS.

2. LOWER CASE LETTERS INDICATE SWITCHING DESIGNATION.

LIGHTING FIXTURE - TYPE AS SUBSCRIPTED

DUPLEX RECEPTACLE

TELEPHONE OUTLET, UTILITY COMPANY SYSTEM

WORKSTATION OUTLET. NUMBER INDICATES BRANCH CIRCUIT

NUMBER. REFER TO DETAIL ON E004.

FLOOR BOXFB

TERMINAL STRIP CONNECTION

HAND DRYERHD

DEDICATED PLC NETWORK DATA PORT. NUMBER INDICATES

NUMBER OF DATA PORTS AVAILABLE FROM WALL BOX.

BUILDING SECURITY DOOR CONTACT OR LOCKDC

LOCAL CONTROL STATIONAUX

STOP

HAND - OFF - AUTO (H-O-A)

INTERIOR LIGHT

ABOVE GRADE CIRCUIT

UNDERGROUND CIRCUIT RUN

COPPER GROUND ROD

COPPERWELD 3/4" DIA. X 10' LONG

GROUND WIRE CONDUIT STUB-UP

FROM BELOW GRADE

GROUND WIRE CONNECTOR

MECHANICAL TYPE

GROUND CONNECTION

EXOTHERMIC WELD TYPE

COPPER GROUND ROD

COPPERWELD 3/4" DIA. X 10' LONG (INSPECTION TYPE)

C-xxx

P-xxx

CONTROL CIRCUIT TAG

POWER CIRCUIT TAG

LEFT1

LEFT2

RIGHT1

RIGHT2 AREA DIVIDER

- 11

PORTABLE GENERATOR RECEPTACLE

HARMONIC FILTER

VFD

HOMERUN

JB JUNCTION BOX

MWTP MOTOR WINDING TEMPERATURE (MWTP)

SEAL LEAK SENSOR (SEAL)SEAL

W W

FM FM

48.5'

.25

WP3 WP4

WP1 WP2

WP9

WP10

WP7

WP8

WP5

WP6

Project

Client

0 1"

Bar is one inch on original size sheet

IssueNo. Checked Approved Date

Author Drafting Check

Designer Design Check

Project Manager

Project Director

www.ghd.com

Conditions of Use Sheet No.

Title

ARCH D

Size

Plot Date: Path and Filename: G:\111\11134371 CB E 7 Sanitary Sewer Basin PS\CADD\Drawings\Civil\11134371-GHD-NW-DRG-00-CI-01101.dwgPlotted By: Brad Anderson4 December 2025 - 9:13 AM

12-8-2025CMABAABID DOCUMENTS0

DEC. 2025

BOROUGH OF CHAMBERSBURG

CB E 7 SANITARY SEWER BASIN

11134371 -

C. ANGLE

AS NOTEDC. ANGLE

T. PARTHEMORE

M. PICKERING

PUMP STATION

225 Grandview Avenue Suite 403 Camp Hill Harrisburg Pennsylvania 17011 USA T 717 541 0622

GHD Inc.0

SCALE 1"=5' AT ORIGINAL SIZE

2.5 10'5 7.5

NEW SANITARY SEWER

NEW WATER LINE

NEW MANHOLE

EXISTING INDEX CONTOURS

EXISTING INTERMEDIATE

EXISTING STORM PIPE

EDGE OF ROAD

FLOODWAY

TREES

UTILITY POLE

EXISTING FENCE

EXISTING PROPERTY LINE

EXISTING TREE LINE

EXISTING R-O-W

100 YEAR FLOODPLAIN

EXISTING OVERHEAD WIRES

EXISTING SANITARY SEWER

EXISTING GAS LINE

EXISTING WATER LINE

EXISTING INLET

EXISTING MANHOLE

NEW FORCE MAINFM

NEW FENCE

YARD HYDRANT

02700 .F, 2"

01732 .A

MANHOLE

01732 .A

PIPE

01732 .A

PIPE

02700 .A, 4"

02700 .D, 8"

02700 .D, 18"

03410 .A03410 .B

NEW 4' Ø MH 1359

NEW 6' Ø MH 1359A

(INSIDE DROP)

ABANDONED 18" SANITARY

SEWER TO BE CAPPED

(TO BE REMOVED)

MATERIAL KEYING LEGEND

01732: SELECTIVE DEMOLITION

.A TO BE REMOVED

02700: PIPED UTILITIES

.A DUCTILE IRON PIPE (MJ)

.D PS-46 PVC SEWER PIPE

.E MECHANICAL COUPLING

.F COPPER PIPE

03410: PRECAST STRUCTURAL CONCRETE

.A WET WELL (6' x 6' INSIDE) .B VALVE VAULT (8' x 6' INSIDE)

13100: PIPING, VALVES AND SPECIALS

.L GATE VALVE

LEGEND

ITEM TO BE REMOVED

STONE PAVING

13100 .L, 4"

GRAVEL

PAVING

CI-03501

PLAN

SCALE: 1" = 5' 0 10'5'

CIVIL

PUMP STATION

SITE PLAN

CI-01101 2

B. ANDERSON

M. COLLINS

ELECTRICAL ENCLOSURE

INLET

PROTECTION

LIMIT OF DISTURBANCE

LIMIT OF

DISTURBANCE

(TYP.)

RECONSTRUCTION

AREA

CI-03501

LIMIT OF

RECONSTRUCTION

LIMIT OF

RECONSTRUCTION

RECONSTRUCTED AREA

RECONNECT

TO EXISTING

RECONNECT

TO EXISTING

WORK POINT LOCATIONS

ID NORTHING EASTING ELEVATION DESCRIPTION

WP1 221951.2320 1993373.3034 - CORNER OF FENCE

WP2 221920.4359 1993410.6093 - CORNER OF FENCE

WP3 221931.0088 1993356.5891 - CORNER OF FENCE

WP4 221900.1891 1993393.8756 - CORNER OF FENCE

WP5 221945.5410 1993372.7587 - CORNER OF VALVE VAULT

WP6 221933.9429 1993375.2871 - CORNER OF VALVE VAULT

WP7 221936.7335 1993383.4260 - CORNER OF WET WELL

WP8 221926.4096 1993384.4128 - CORNER OF WET WELL

WP9 221931.2923 1993395.1913 - CORNER OF CONCRETE PAD

FOR ELECTRICAL KIOSK

WP10 221917.4445 1993405.8007 - CORNER OF CONCRETE PAD

FOR ELECTRICAL KIOSK

SHEET GENERAL NOTES

1. UNIT PRICE WORK SHALL INCLUE THE FOLLOWING:

· ALL FORCE MAIN PIPING UPSTREAM OF THE GATE VALVE OUTSIDE OF THE NEW

VALVE VAULT, INCLUDING GATE VALVE.

· ALL GRAVITY SEWER FROM NEW WET WELL UPSTREAM INCLUDING NEW MANHOLES,

REMOVAL OF ABANDONED FACILITIES, CUTTING/CAPPING OF SEWER MAINS.

· ROAD RECONSTRUCTION IN THE INTERSECTION OF WOLF AVENUE AND CHAMBERS

STREET.

CONNECT TO

EXISTING

0+001+00

NEW 6' Ø

MH M-00-1359A

(INSIDE DROP)

599.19(SE)

599.09(NW)

0+23.06 603.5

598.62(SE)

592.68(NE)

592.58(NW)

0+42.88 603.2

14.84LF of 8" PVC @ 3.16%54.80LF of 18" PVC @ 0.14%

NEW

WET WELL

592.50(SE)

1+03.68

603.0

INV OUT

STATION

INV IN

RIM EL. ±

INV IN

INV OUT

STATION

INV IN

RIM EL. ±

INV IN

NEW 4' Ø

MH M-00-1359

(FLAT TOP)

CONNECT TO EXISTING

18" PVC

8" PVC

18" PVC

Project

Client

0 1"

Bar is one inch on original size sheet

IssueNo. Checked Approved Date

Author Drafting Check

Designer Design Check

Project Manager

Project Director

www.ghd.com

Conditions of Use Sheet No.

Title

ARCH D

Size

Plot Date: Path and Filename: G:\111\11134371 CB E 7 Sanitary Sewer Basin PS\CADD\Drawings\Civil\11134371-GHD-NW-DRG-00-CI-01102.dwgPlotted By: Brad Anderson24 November 2025 - 1:41 PM

12-8-2025CMABAABID DOCUMENTS0

DEC. 2025

BOROUGH OF CHAMBERSBURG

CB E 7 SANITARY SEWER BASIN

11134371 -

C. ANGLE

T. PARTHEMORE

M. SMITH

PUMP STATION

225 Grandview Avenue Suite 403 Camp Hill Harrisburg Pennsylvania 17011 USA T 717 541 0622

GHD Inc.

SEWER PROFILE FROM MH M-00-1359 TO NEW WET WELL

SCALE: H 1" = 30' V 1" = 10' 0 60'30'

0 20'10'

CIVIL

PROFILE

CI-01102 3AS SHOWNM. COLLINS

(TO BE REMOVED)

X X

W W

W W W

W W

WWWWWWWWWW

W W W W W W W W W

W W

3+00 4+00

5+00 6+00

6+44

25'

25.9'

25.2'

25.4'

FLOODWAY

100 YEAR FLOODPLAIN

CFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFSCFS

CFS

0+00 1+00 2+00 3+00 4+00 5+00 6+00 6+45

Project

Client

0 1"

Bar is one inch on original size sheet

IssueNo. Checked Approved Date

Author Drafting Check

Designer Design Check

Project Manager

Project Director

www.ghd.com

Conditions of Use Sheet No.

Title

ARCH D

Size

Plot Date: Path and Filename: G:\111\11134371 CB E 7 Sanitary Sewer Basin PS\CADD\Drawings\Civil\11134371-GHD-NW-DRG-00-CI-01103.dwgPlotted By: Brad Anderson24 November 2025 - 1:43 PM

12-8-2025CMABAABID DOCUMENTS0

DEC. 2025

BOROUGH OF CHAMBERSBURG

CB E 7 SANITARY SEWER BASIN

11134371 -

C. ANGLE

AS NOTEDC. ANGLE

T. PARTHEMORE

M. PICKERING

PUMP STATION

225 Grandview Avenue Suite 403 Camp Hill Harrisburg Pennsylvania 17011 USA T 717 541 0622

GHD Inc.

EXISTING INDEX CONTOURS

EXISTING INTERMEDIATE

EXISTING STORM PIPE

EDGE OF ROAD

FLOODWAY

TREES

UTILITY POLE

EXISTING FENCE

EXISTING PROPERTY LINE

EXISTING TREE LINE

EXISTING R-O-W

100 YEAR FLOODPLAIN

EXISTING OVERHEAD WIRES

EXISTING SANITARY SEWER

EXISTING GAS LINE

EXISTING WATER LINE

EXISTING INLET

EXISTING MANHOLE

NEW FORCE MAINFM FM

LEGEND

PLAN

SCALE: 1" = 30' 0 60'30'

CIVIL

FORCEMAIN

PLAN AND PROFILE

CI-01103 4

B. ANDERSON

M. COLLINS

PROFILE

SCALE: V 1" = 30', H 1" = 10' 0 60'30'

0 20'10'

NEW 4"

FORCE MAIN

NEW 4" PVC

FORCE MAIN W/

DETECTION CABLE

CONNECT TO

VALVE VAULT

CONNECT TO EXISTING

FORCE MAIN W/ ROMAC

RESTRAINED COUPLING

CONNECT TO

EXISTING

FORCE MAIN

NEW VALVE

VAULT

LIMIT OF DISTURBANCE

CFSCFS COMPOST FILTER SOCK

LIMIT OF

DISTURBANCE

12" COMPOST

FILTER SOCK

NEW WET

WELL

CONTROL

PANEL

FENCE

NEW MH

NEW 4" PVC

FORCE MAIN

PVC

" P

INLET

PROTECTION

(TYP.)

INLET PROTECTION

Uu SOIL TYPE

(APPROXIMATE)

SOIL TYPE BOUNDARY

NEW FENCE

EROSION CONTROL BLANKET

EROSION

CONTROL

BLANKET

(TYP.)

NEW

BEND

NEW

BEND

NEW

BEND NEW

BEND

PVC BELL RESTRAINTS

EDGE OF CONCRETE

2A BACKFILL

NEW FORCE MAIN

LOCATOR ASSEMBLY

VALVE BOX

02700.C

13100.B

(TYP)

SUMP

(12" SQ. X 6" D)

03410.B 03410.E

13100.F

02700.B

(TYP)

13100.B

(TYP)

02700.A, 4"

(TYP)

03410.A

02700.D, 18"

11312.A

(TYP)

13100.K

(TYP)

13100.C

(TYP)

11549.A

6" MIN.

11312.E

CI-03501

05500.A

02700.A. 4"

MP-015013

ARV SUPPORT (TYP)

13100.J (TYP)

03410.D 03410.B

02700.A, 4"

(TYP)

02700.B

(TYP)

03410.C

03410.A

02700.D, 18"

05500.B, 6"

13100.B

(TYP)

13100.A, 4"

02700.C 02700.A. 4"

05500.B, 6"

13100.G 13100.D, 2"

MP-01501

6'- 0"

02700.C

13100.B

(TYP)

11549.A

03410.D

05500.B, 6"

03410.C

13100.E

03300.A

13100.K 13100.C

13100.A, 4"

03410.A

02700.D, 18"

INV EL 592.50

11312.E (TYP)

EL 588.00

HIGH WATER ALARM EL 592.00

13100.F

02700.B

PUMP ON EL 591.50

PUMP OFF EL 590.50

11312.B

11312.D

13100.E

(TYP)

11312.C

03410.B

6" #57 STONE SUB-BASE

6" STONE SUB-BASE

02700.A, 4"

(TYP)

11312.A

11312.F

LOW WATER ALARM EL 590.00

EL 595.00

CI-03501

05500.A

13100.K

13100.G

13100.A, 4"

13100.D, 3"

3'- 0"

CI-03502

3'- 0"

03300.A

05500.B, 6"

02700.A, 4"

13100.I, 2"

ARV SUPPORT

13100.J

13100.H, 2" 13100.G

EL. 603.00EL. 603.00

EL. 602.00

MP-01501

DETECTION

CABLE

Project

Client

0 1"

Bar is one inch on original size sheet

IssueNo. Checked Approved Date Author Drafting Check

Designer Design Check

Project Manager

Project Director

www.ghd.com Conditions of Use

Sheet No.

Title

ARCH D

Size

Plot Date: Path and Filename: G:\111\11134371 CB E 7 Sanitary Sewer Basin PS\CADD\Drawings\Process\11134371-GHD-NW-DRG-00-MP-01101.dwgPlotted By: Brad Anderson4 December 2025 - 9:43 AM

12-8-2025CMABAABID DOCUMENTS0

DEC. 2025

BOROUGH OF CHAMBERSBURG

CB E 7 SANITARY SEWER BASIN

11134371 -

C. ANGLE

AS NOTEDC. ANGLE

T. PARTHEMORE

M. PICKERING

PUMP STATION

225 Grandview Avenue Suite 403 Camp Hill Harrisburg Pennsylvania 17011 USA T 717 541 0622

GHD Inc.

MATERIAL KEYING LEGEND

SHEET KEYNOTES

1. PROVIDE FILL CONCRETE BASED ON MANUFACTURER'S REQUIREMENTS AND APPROVED

SHOP DRAWINGS AND LAYOUT FOR BASE PLATE AND RAILOUT SYSTEM.

2. CONTRACTOR TO INSTALL HOIST SOCKET/BASE PLATE PROVIDED BY OWNER.

COORDINATE HOIST SOCKET/BASE PLATE LOCATION WITH PUMP MANUFACTURER'S

RECOMMENDATIONS AND APPROVED SHOP DRAWINGS.

3. DEPTH OF DISCHARGE PIPING SHALL BE COORDINATED WITH ARV MANUFACTURER'S

MAINTENANCE AND REQUIRED HEAD SPACE TO REMOVE ARV INTERNALS FOR CLEANING

AND REPLACEMENT.

4. FINAL LAYOUT AND DIMENSIONS OF INFLUENT BAFFLE WALL SHALL BE COORDINATED

WITH THE PUMP MANUFACTURER'S APPROVED SHOP DRAWINGS WITH REQUIRED FILL

CONCRETE LAYOUT.

INTERIOR PLAN

SCALE: 3/8" = 1'-0" 0 6'2' 4'

TOP PLAN

SCALE: 3/8" = 1'-0" 0 6'2' 4'

SECTION

SCALE: 3/8" = 1'-0" 0 6'2' 4'

SHEET GENERAL NOTES

1. ALL STAINLESS STEEL OUTSIDE OF WETWELL OR VALVE VAULT SHALL BE 304.

2. ALL STAINLESS INSIDE WET WELL OR VALVE VAULT SHALL BE 316.

MECHANICAL PROCESS

PUMP STATION

PLANS AND SECTION

MP-01101

B. ANDERSON

M. COLLINS

02700: PIPED UTILITIES

.A DUCTILE IRON PIPE (MJ)

.B MJ COUPLING

.C GATE VALVE VALVE WITH VALVE BOX & STEM

.D PS-46 PVC SEWER PIPE

03300: MISCELLANEOUS CONCRETE

.A FILL CONCRETE

03410: PRECAST STRUCTURAL CONCRETE

.A WET WELL (6' x 6' INSIDE) .B VALVE VAULT (8' x 6' INSIDE) .C ACCESS HATCH (36" x 48") .D ACCESS HATCH (36" x 36")

.E ACCESS LADDER WITH SAFETY EXTENSION

05500: MISCELLANEOUS METALS

.A STAINLESS STEEL BAFFLE PLATE

.B STAINLESS STEEL VENT

11312: SUBMERSIBLE PUMPS

.A SUBMERSIBLE PUMP

.B GUIDE RAILS

.C SS LIFTING CHAIN

.D POWER CABLE

.E LEVEL FLOAT SWITCH

.F LEVEL TRANSDUCER

11549: FIELD MOUNTED INSTRUMENTS

.A FLOW METER

13100: PIPING, VALVES AND SPECIALS

.A DUCTILE IRON PIPE (FLANGED)

.B MODULAR SEAL

.C CHECK VALVE

.D QUICK CONNECT COUPLER

.E PIPE SUPPORT

.F PRESSURE GAUGE ASSEMBLY

.G BLIND FLANGE WITH 2" TAP

.H SCHEDULE 80 STAINLESS STEEL PIPE

.I STAINLESS STEEL BALL VALVE

.J AIR RELEASE VALVE

.K PLUG VALVE

GAUGE

SS PIPE NIPPLE

ISOLATION

DIAPHRAGM

SS BALL VALVE

WELDED OR FLANGED JOINT

#4 SS MESH SCREEN

MIN.14" STEEL PLATE

WELDED TO PIPE

RED RUBBER GASKET

WITH SILICONE SEALANT304 SS THREADED ROD

(TYP)

3'- 0"

(4) 12" ADHESIVE

ANCHORS

4" E

6"Ø HOLE

GUTTER TYPE

ACCESS HATCH

CONNECT TO HATCH

GUTTER DRAIN

PVC PIPE

1" MIN

CONCRETE

STRUCTURE

FINISHED GRADE

MODULAR SEAL

1 CU. YD.

AASHTO #57 STONE

GEOTEXTILE

FABRIC6"

GROMMET

(TYP)

STAINLESS STEEL

MOUNTING BRACKET

TYRAP

(TYP)

16" STAINLESS

STEEL CHAIN

WEIGHT

CABLE BY FLOAT

MANUFACTURER

(TYP)

HIGH

LEVEL

0'- 6"

LOW

LEVEL

SHEET GENERAL NOTES

1. ALL STAINLESS STEEL OUTSIDE OF WETWELL OR VALVE VAULT SHALL BE 304.

2. ALL STAINLESS INSIDE WETWELL OR VALVE VAULT SHALL BE 316.

Project

Client

0 1"

Bar is one inch on original size sheet

IssueNo. Checked Approved Date Author Drafting Check

Designer Design Check

Project Manager

Project Director

www.ghd.com Conditions of Use

Sheet No.

Title

ARCH D

Size

Plot Date: Path and Filename: G:\111\11134371 CB E 7 Sanitary Sewer Basin PS\CADD\Drawings\Process\11134371-GHD-NW-DRG-00-MP-01501.dwgPlotted By: Brad Anderson24 November 2025 - 8:29 PM

12-8-2025CMABAABID DOCUMENTS0

DEC. 2025

BOROUGH OF CHAMBERSBURG

CB E 7 SANITARY SEWER BASIN

11134371 -

C. ANGLE

AS NOTEDC. ANGLE

T. PARTHEMORE

M. PICKERING

PUMP STATION

225 Grandview Avenue Suite 403 Camp Hill Harrisburg Pennsylvania 17011 USA T 717 541 0622

GHD Inc. MECHANICAL PROCESS

DETAILS

MP-01501

B. ANDERSON

M. COLLINS

PRESSURE GAUGE ASSEMBLY DETAIL

NO SCALE

VENT PIPE DETAIL

NO SCALE

HATCH GUTTER DRAIN DETAIL

NO SCALE

LEVEL FLOAT DETAIL

NO SCALE

NOTES:

A. TOP OF TOP RUNG TO BE 12" BELOW LANDING SURFACE.

B. ALL RUNG SPACING TO BE EQUAL: 12" MAX SPACING.

C. VERIFY LADDER HEIGHT PRIOR TO FABRICATION.

D. RUNGS AND BRACKETS TO BE SHOP-WELDED TO RAIL.

E. IF THERE IS NO FLOOR SLAB AT BASE OF LADDER, PROVIDE LANDING PAD 3'-6" WIDE X 4'-0" DEEP X 6" THICK, REINFORCED WITH 4- #4 BARS EACH WAY, CENTERED IN SLAB. CENTER PAD UNDER LADDER AND FLUSH AGAINST WALL. ISOLATE PAD FROM WALL WITH 1/2" ISOLATION JOINT MATERIAL.

SIDE VIEW

LADDER SAFETY

EXTENSION

PLAN SECTION X-X

3/8" x 3" ALUMINUM ANGLE BRACKET AT

4'-0" ON CENTER: FASTEN TO WALL W/

5/8"Ø x 5" ADHESIVE ANCHOR (TYPICAL)

ELEVATION

FLOOR OR LANDING

X X

1'-6"

CLEAR

ACCESS HATCH

SLAB

1-1/2" x 2-1/2" ALUMINUM

RECTANGULAR TUBE OR

CHANNEL SIDE RAIL

1-1/2" x 2-1/2" ALUMINUM

RECTANGULAR TUBE OR

CHANNEL SIDE RAIL

MOUNT TO WALL WHERE

LADDER IS POSITIONED

ABOVE GRATING

TE B

LADDER SAFETY

EXTENSION

TE B

MOUNT W/ SS

ADHESIVE ANCHOR

TO SLAB (NOTE E)

7" C

LADDER SAFETY

EXTENSION

NOTE A

ACCESS HATCH

5 GENERAL LADDER WITH SAFETY EXTENSION

NO SCALE

W W W W W W W W W W W W

P-101

P-102

Project

Client

0 1"

Bar is one inch on original size sheet

IssueNo. Checked Approved Date Author Drafting Check

Designer Design Check

Project Manager

Project Director

www.ghd.com Conditions of Use

Sheet No.

Title

ARCH D

Size

Plot Date: Path and Filename: \\ghdnet\ghd\US\Harrisburg\Projects\564\12635487\Digital_Design\ACAD\Sheets\Electrical\12635487-GHD-NW-DRG-00-EL-01101.dwgPlotted By: Julie Davenport24 November 2025 - 12:28 PM

12-8-25CMABAABID DOCUMENTS0

DEC. 2025

BOROUGH OF CHAMBERSBURG

LAURICH MEADOWS PUMP STATION

12635487 -

C. ANGLE

B. ANDERSON

M. SMITH

225 Grandview Avenue Suite 403 Camp Hill Harrisburg Pennsylvania 17011 USA T 717 541 0622

GHD Inc.

E-7 PUMP STATION SITE PLAN

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

VALVE VAULT WET WELL

LSH-101 AND LSL-102

1ELECTRICAL EQUIPMENT

SET UP

CHAMBERSBURG ELECTRIC

DEPARTMENT POLE 13-115

PORTABLE GENERATOR

LOCATION

VALVE VAULT LIGHT

AIR GAP JUNCTION BOX AND

ASSOCIATED CONDUIT/ WIRE

E-7 ELECTRICAL SITE PLAN

EL-01101AS SHOWN

J. DAVENPORT

A. KARAFFA

C-108

C-106

C-107

P-108

P-109

EL-01501

EL-01502

EL-01501

P-115

C-109

C-110

VALVE VAULT LIGHT SWITCH

P-101

P-100

CB E7 SANITARY SEWER BASIN

PUMP STATION

SHEET GENERAL NOTES

1. CONTRACTOR SHALL COORDIANTE THE ELECTRICAL SERVICE REQUIREMENTS WITH JEFF

HEVERLEY AT jheverley@chambersburgpa.gov OR AT 717-215-2418. CONTRACTOR SHALL

COORDINATE WITH UTILITY PRIOR TO BEGINNING ANY WORK FOR THE ELECTRICAL SERVICE

AT THIS SITE.

12'-0"'

6'- 6"

2'- 0"

4'-

Project

Client

0 1"

Bar is one inch on original size sheet

IssueNo. Checked Approved Date Author Drafting Check

Designer Design Check

Project Manager

Project Director

www.ghd.com Conditions of Use

Sheet No.

Title

ARCH D

Size

Plot Date: Path and Filename: \\ghdnet\ghd\US\Harrisburg\Projects\564\12635487\Digital_Design\ACAD\Sheets\Electrical\12635487-GHD-NW-DRG-00-EL-01501.dwgPlotted By: Julie Davenport24 November 2025 - 12:29 PM

12-8-25CMABAABID DOCUMENTS0

DEC. 2025

BOROUGH OF CHAMBERSBURG

LAURICH MEADOWS PUMP STATION

12635487 -

C. ANGLE

B. ANDERSON

M. SMITH

225 Grandview Avenue Suite 403 Camp Hill Harrisburg Pennsylvania 17011 USA T 717 541 0622

GHD Inc.

Xref N:\US\Harrisburg\Projects\111\11134371 CB E 7 Sanitary Sewer Basin PS\CADD\Drawings\Xrefs\x11134371_PE-SEAL.dwg

1 E-7 PUMP STATION KIOSK DETAILS

SCALE 3/4" = 1'-0"

0 3'1' 2'

NOTE:

REFER TO ONE LINE DIAGRAM FOR CONDUIT SIZING

E-7 PUMP STATION

KIOSK DETAILS

EL-01501AS SHOWN

J. DAVENPORT

A. KARAFFA

C-103

C-102

C-100C-104

C-104

P-106

P-107

P-110 P-104 P-103

P-102

P-111

P-112

P-100

2 AIR GAP JUNCTION BOX DETAIL

SCALE: NONE

AIR GAP JUNCTION BOX

JB-AG-E7

CONTROL

JUNCTION BOX

JB-C-E7

POWER

JUNCTION BOX

JB-P-E7

STAINLESS STEEL PIPE CAP

(TYP)

3/8" THICK ALUMINUM PLATE MOUNTED

TO UNI STRUT USING 3/8" STAINLESS

STEEL BOLTS/NUTS/ WASHERS

(TYP)

STAINLESS STEEL

SCH 40 PIPE

(TYP)

PROVIDE MULTI-HOLE LIQUID-TIGHT

CORD GRIP FOR CABLES

(TYP FOR ALL AIR GAP CONDUITS)

CONDUITS REFER TO ONE-LINE

DIAGRAM FOR SIZES AND TAGS

(TYP)

GRADE GRADE

FROM

KIOSK

FROM

KIOSK

TO CLASSIFIED

WET WELL OR

VALVE VAULT

TO CLASSIFIED

WET WELL OR

VALVE VAULT

CONCRETE BASE

(TYP)

STAINLESS STEEL UNI STRUT

(TYP)

PROVIDE CONDUIT

COUPLINGS AND CORD GRIPS

(TYP)

MFG. CABLE

(TYP OF 6)

SEE NOTE

NOTE:

REFER TO PUMP STATION ONE LINE DIAGRAM

FOR SIZING OF ALL CONDUITS AND CABLES.

P-101

CB E7 SANITARY SEWER BASIN

PUMP STATION

GRADE

METER

SOCKET

MANUAL TRANSFER

SWITCH

'MTS-E7'

PANELBOARD

'PP-E7'

DUPLEX PUMP

STATION

CONTROL PANEL

'DPSCP-E7'

FIT

SERVICE ENTRANCE

MAIN CIRCUIT BREAKER

'MCB-E7'

UNISTRUT MOUNTING SUPPORTS

(TYP)

TO EXISTING UTILITY POLE

#A3842508 WITH POLE MOUNTED

TRANSFORMERS

DUPLEX PUMP

STATION MOTOR

STARTER PANEL

'DPSMS-E7'

P-105

TO WET WELL

JUNCTION BOXES

GFCI, WEATHER

RESISTANT RECEPTACLE

WITH WEATHERPROOF

WHILE IN USE WITH

LOCKABLE COVER

JUNCTION BOX

P-114

0 1"

Bar is one inch on original size sheet

IssueNo. Checked Approved Date Author Drafting Check

Designer Design Check

Project Manager

Project Director

www.ghd.com Conditions of Use

Sheet No.

Title

ARCH D

Size

Plot Date: Path and Filename: \\ghdnet\ghd\US\Harrisburg\Projects\564\12635487\Digital_Design\ACAD\Sheets\Electrical\12635487-GHD-NW-DRG-00-EL-01502.dwgPlotted By: Julie Davenport24 November 2025 - 12:29 PM

12-8-25CMABAABID DOCUMENTS0

DEC. 2025

BOROUGH OF CHAMBERSBURG

LAURICH MEADOWS PUMP STATION

12635487 -

C. ANGLE

B. ANDERSON

M. SMITH

225 Grandview Avenue Suite 403 Camp Hill Harrisburg Pennsylvania 17011 USA T 717 541 0622

GHD Inc. E-7 PUMP STATION

ELECTRICAL DETAILS

EL-01502AS SHOWN

J. DAVENPORT

A. KARAFFA

CB E7 SANITARY SEWER BASIN

PUMP STATION

1 PUMPING STATION WET WELL HAZARDOUS AREA LIMITS DETAIL

NO SCALE

NOTE:

FOR MULTI-TIERS OF CONDUIT, INSTALL PRE-MANUFACTURED SPACERS EVERY

5'-0" OF RUN TO MAINTAIN A MINIMUM 3" CLEAR SPACE BETWEEN CONDUITS.

~ FINAL BACKFILL~

6" -1

2" D

" C

FINAL GRADE

RED, 6" WIDE POLYETHYLENE ELECTRICAL

HAZARD TAPE. ONE (1) TAPE FOR EACH

ADDITIONAL 12" WIDTH OF TRENCH

SELECTED BACKFILL (FILL

SAND OR GRATED EARTH)

PVC COATED RGS OR

SCHEDULED 40 PVC.

A M

3" C

MAINTAIN A MIN.

3" CLEARANCE

BETWEEN CONDUITS

SEE NOTE BELOW

P-214

P-206

P-207

C-204 C-205

C-201

TYPICAL CONDUIT STUB-UP

THROUGH CONCRETE DETAIL

NO SCALE

PROVIDE FLEXIBLE

WATER PROOF

SLEEVE

PROVIDE

REINFORCEMENT

BARS IN CONCRETE

AROUND CONDUIT

PVC COATED

RGS CONDUIT

NEW

CONCRETE

FLOOR

EXPANSION/

DEFLECTION

FITTING

4 TYPICAL ELECTRICAL HANDHOLE DETAIL

NO SCALE

AASTHO #8 NATURAL GRAVELING

20" MINIMUM

OF 30" x 24"

BOLTED GASKETED COVER - SS BOLTS

- ANSI TIER 22 LOAD RATED

QUAZITE MODEL PG2436BG18

(BASE) PG2436EA08 (EXTENSION),

PENCELL PLASTICS, INC MODEL

PE-20-HDH (BASE) PE-20-5

(EXTENSION) OR EQUAL

DUCTBANK NOTES:

1. ELECTRICAL CONTRACTOR SHALL BE PERMITTED TO USE OTHER SUITABLE GRAVEL

WITH 2" MAXIMUM SIZE EXCEPT CRUSHED AGGREGATE SHALL NOT BE PERMITTED.

COORDINATE REFERENCE IN

ACCORDANCE WITH STATE AND OR

LOCAL CODES AND STANDARDS

EXTERIOR OF

WETWELL

INTERIOR OF

WETWELL

WHEN WALL THICKNESS EXCEEDS 15

INCHES. INSTALL SEALS ON BOTH

SIDES OF WALL

CORE DRILL AND GROUT

SEAL, NO SLEEVE REQUIRED

NEW OR EXISTING CONCRETE

OR MASONRY WALL

WALL THICKNESS 18

10" (MIN)

2- 6"

PULL SLOT (2 PLACES)

COVER MARKED 'GROUND' (H2O

LOAD RATING)

CONCRETE SONOTUBE W/COVER

(H20 LOAD RATING)

CONCRETE SLAB, GRAVEL

FILL, OR GRASS AREA

(COORD W/ SITE CONDITIONS)

TYP FOR CONC

COMPACTED EARTH OR

CRUSHED STONE FILL

(COORD W/SITE CONDITIONS)

GROUND ROD

TYP FOR GRASS

EXOTHERMIC WELD TYP

GROUND GRID CONDUCTOR TYP

BACKFILL MATERIAL

TYPICAL CONDUIT THROUGH

CONCRETE WALL DETAIL

NO SCALE

TYPICAL GROUND TEST WELL DETAIL

NO SCALE

NOTE: GROUNDING CONDUCTOR SIZE SHALL

BE AS PER THE SPECIFICATIONS AND THE NEC.

NON-METALLIC BUSHING

TO GROUND

BAR OR SYSTEM

GROUND CABLE TO RUN IN

SLAB (SIZE AS REQUIRED)

TOP OF FINISHED SLAB

PVC COATED RGS CONDUIT BEND

GROUND CABLE TO EQUIPMENT, ETC.

NON-METALLIC BUSHING

TYPICAL GROUND CABLE

SLAB PENETRATION DETAIL

NO SCALE

1. LED LUMINAIRE TESTED AND CERTIFIED FOR HAZARDOUS

LOCATIONS.

2. MOUNTING: CEILING. SUSPENDED, OR WALL MOUNTED WITH WALL

BRACKET.

3. COPPER FREE ALUMINUM ALLOY HOUSING WITH EPOXY FINISH.

4. HEAT AND IMPACT RESISTANT GLASS TUBES.

5. ALUMINIUM PAINTED REFLECTOR LOCATED

ABOVE TUBES.

6. CLASSIFICATION, LISTED FOR CLASS I,

DIVISION 1, GROUP D.

8. LED COLOR TEMPERATURE 4000K

9. 120 VOLT REPLACEABLE LED DRIVER.

10. MINIMUM 5 YEAR WARRANTY.

MANUFACTURERS:

RIG-A-LIGHT - XP LED SERIES

DIALIGHT -SAFESITE SERIES

OR APPROVED EQUAL

9 VALVE VAULT LIGHTING FIXTURE DETAIL

NO SCALE

4' HAZARDOUS LOCATION LUMINAIRE SPECIFICATION

DUCTBANK NOTES:

1. IF EXISTING OR NEW GROUNDS ARE NOT AVAILABLE AT DUCTBANK ENDS, PROVIDE ONE

3/4"x10' GROUND ROD, OFFSET TO SIDE OF DUCTBANK, FOR TERMINATION OF DUCTBANK

GROUNDING CONDUCTORS.

2. INCLUDES ALL AREAS NORMALLY SUBJECT TO VEHICULAR TRAFFIC AND OTHER AREAS AS

SHOWN IN THE PLANS.

3. DUCT BANK SHALL BE CONCRETE ENCASED OVER ALL PIPE CROSSINGS TO 5' FROM THE

CENTERLINE IN BOTH DIRECTIONS AND EXTENDING 5' BEYOND PAVED AREAS.

4. ON DUCTBANKS WIDER THAN 30-INCHES PROVIDE TWO ROWS OF WARNING TAPE. PLACE

WARNING TAPE NEAR THE OUTER EDGES OF THE DUCTBANK.

CONCRETE SHALL BE PER SPECIFICATION SECTION

03300. EXTEND FROM EDGES OF PAVED AREA 5'

INTO UNPAVED AREA UNLESS OTHERWISE SHOWN

LONGER.

MIN. 3" CONC. (PAVED)

BOTH SIDES OF CONDUIT

30" TO

TOP OF

SHALLOWEST

CONDUIT

3" THICK CONC.

BLOCKS AT 5' O.C.

#6 GRD.; CONNECT TO

BLDG. GRD., MH, PBx

AND HANDHOLE GRDS.

(NOTE 1)

3" MIN.

6" TOP AND BOTTOM

3" MIN

MIN. 6" CONC.

TOP & BOTTOM

OF CONDUITS

CONTINUOUS MARKER TAPE

12" STAIN TOP OF CONC. WITH RED IRON OXIDE

#4@6" LENGTHWISE, #4@18" ACROSS

TOP AND BOTTOM. REBAR REQUIRED

ONLY UNDER PAVEMENT.

FINISHED GRADE

3 CONCRETE ENCASED DUCTBANK DETAIL

NO SCALE

2 E-7 PUMP STATION DUCT BANK DETAIL

NO SCALE

TYPICAL UN-ENCASED DUCT BANK SECTION

EL-01101

UNCLASSIFIED AREA AT

MOUNTING STAND AIR GAP

JUNCTION

BOX

HATCH

ENTIRE SPACE AROUND OPENINGS

IN ALL DIRECTIONS CLASS l, DIVISION 2 AREA

WET WELL

ENTIRE SPACE WITHIN WET

WELL IS A CLASS l, DIVISION 1

HAZARDOUS AREA

GRADE

ENTIRE SPACE AROUND OPENINGS

IN ALL DIRECTIONS CLASS l, DIVISION 1 AREA

5'-0"

5'- 0"

3'-0 "3'-0"

FROM KIOSK

SEE AIR GAP JUNCTION

BOX DETAIL

" M

PVC RGS 90

DEGREE BEND

0 1"

Bar is one inch on original size sheet

IssueNo. Checked Approved Date Author Drafting Check

Designer Design Check

Project Manager

Project Director

www.ghd.com Conditions of Use

Sheet No.

Title

ARCH D

Size

Plot Date: Path and Filename: \\ghdnet\ghd\US\Harrisburg\Projects\564\12635487\Digital_Design\ACAD\Sheets\Electrical\12635487-GHD-NW-DRG-00-EL-01601.dwgPlotted By: Julie Davenport24 November 2025 - 12:30 PM

12-8-25CMABAABID DOCUMENTS0

DEC. 2025

BOROUGH OF CHAMBERSBURG

LAURICH MEADOWS PUMP STATION

12635487 -

C. ANGLE

B. ANDERSON

M. SMITH

225 Grandview Avenue Suite 403 Camp Hill Harrisburg Pennsylvania 17011 USA T 717 541 0622

GHD Inc. E-7 PUMP STATION

ONE-LINE DIAGRAM AND

INTERCONNECTION DIAGRAM

EL-01601AS SHOWN

J. DAVENPORT

A. KARAFFA

E-7 PUMP STATION ONE-LINE DIAGRAM E-7 PUMP STATION INTERCONNECTION DIAGRAM

PP-E7, 208Y/120VAC, 100A, 10KAIC, 30CKT, 3 Ø, 4W, NEMA 4X, SQUARE D NQ STYLE PANELBOARD

MANUAL TRANSFER

SWITCH, 'MTS-E7'

100A, 208VAC, 3Ø, 4W,

30,000WCR, NEMA 4X

SPARE

1"C, (3)#6, #10 GND 3/4"C, (2)#12,

#12 GND

SERVICE ENTRACE RATED MAIN

CIRCUIT BREAKER, 'MCB-E7'

100A, 208VAC, 3Ø, 4W, 3P

10KAIC, NEMA 4X

1 1/2"C, 4#2, #8GND

1 1/2"C, 4#2, #8 GND

EQUIPMENT MOUNTED ON KIOSK BACKBOARD

P-102

P-103

P-104

P-111 P-112P-105

N G

100AT 3P

P-100

4"C, CONDUCTORS

BY UTILITY

100 AT

50AT

DUPLEX PUMP STATION

MOTOR STARTER PANEL

DPSMS-E7

NEMA 4X

20AT

DUPLEX PUMP STATION

CONTROL PANEL

DPSCP-E7

NEMA 4X

P-110

1"C, 3#10, #10 GND

P-106

P-107

JUNCTION BOX POWER,

JB-P-E7

JUNCTION BOX AIR GAP,

JB-AG-E7

1"C, MFR'S CABLE

P-108

P-109

WET WELL

PUMP #1

P-101

WET WELL

PUMP #2

P-102

3/4"C, (2)#12, #12 GND

KIOSK GENERAL

RECEPTACLE

VALVE VAULT FLOW

INDICATING

TRANSMITTER

20AT

VALVE VAULT

LIGHTING

20AT

EXPLOSION-PROOF

SWITCH

DUPLEX PUMP STATION CONTROL PANEL

DPSCP-E7

1"C, 8#14 C-101

3/4"C, 1#14 TSP

C-102

1"C, 20#14 C-103A

DUPLEX PUMP STATION

MOTOR STARTER PANEL

DPSMS-E7

JUNCTION BOX CONTROL, JB-C-E7

1"C, 3#14 TSP

C-105

AIR GAP JUNCTION BOX CONTROL, JB-AG-E7

1"C, (2) MFR'S

CABLE

C-106

1"C, (1) MFR'S

CABLE

P-109

1"C, 1#14 TSP

C-107

1"C, 1 MFR'S

CABLE

C-108

1"C, (1) MFR'S

CABLE

P-108

WET WELL

PUMP #1

P-101

WET WELL

PUMP #2

P-102

101 5.5 5.5

VALVE

VAULT

FLOW

METER

WET WELL

LEVEL

WET WELL BACKUP

FLOATS,

LSH-101 AND LSL-102

FIT

1"C, 1#14 TSP

C-104

P-101

4"C, SPARE W/

PULLSTRING

1"C, (2)#12, #12 GND

P-114

5.5 5.5

JUNCTION BOX POWER,

JB-P-E7

JUNCTION BOX AIR GAP,

JB-AG-E7

P-114

1"C, 2#12, #12 GND

P-115

1 1/2"C, 4 #2, #8 GND

SHEET KEYNOTES

1. EQUIPMENT SHALL BE FURNISHED BY THE GENERAL CONTRACTOR AND INSTALLED BY THE

ELECTRICAL CONTRACTOR. REFER TO SECTION 11312 FOR REQUIREMENTS.

2. THE FOLLOWING SIGNALS SHALL BE MADE AVAILABLE AT THE DUPLEX PUMP STATION

CONTROL PANEL:

a. WET WELL PUMP #1 RUNNING

b. WET WELL PUMP #2 RUNNING

c. WET WELL PUMP #1 FAULT

d. WET WELL PUMP #2 FAULT

e. WET WELL PUMP #1 IN REMOTE

f. WET WELL PUMP #2 IN REMOTE

g. WET WELL PUMP #1 START/STOP CMD

h. WET WELL PUMP #2 START/STOP CMD

i. WET WELL LEVEL

j. FORCEMAIN FLOW RATE

k. LSH-101 ACTIVE

l. LSL-102 ACTIVE

3. CONTRACTOR SHALL PROVIDE MTS WITH INTEGRAL CAM LOCK CONNECTIONS FOR ATTCHING

TO A PORTABLE GENERATOR.

1 2

1 1

MWTP

SEAL

MWTP

SEAL

NEMA 4X

CB E7 SANITARY SEWER BASIN

PUMP STATION

3/4"C, 1 #14TSP

C-103B

SPARE

20AT

SPARE

20AT

1"C, MFR'S CABLE

P-108

P-109

4"C, CON, 4 #2,

4'- 0"

2'- 0"

12'-0"

4'-0"

(MAX)

SS UNISTRUT

(SEE NOTE)

6" (M

SS C8x11.5

(TYP)

3'- 0"

MOUNTING STAND

BASE (TYP)

PIER DETAIL

(TYP)

4" CHAMFER

(TYP) 2"

3'- 0"

2" CLR

(TYP)

(8) - #7 BARS

#4 @ 10"

TIES

1'-6" Ø

PIER

SS C8x11.5

SE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 9, 2025.