1-SMTMA Pump Station No 4 Upgrade - Bid Documents drawings.pdf

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Plot Date: Path and Filename: G:\564\12637903\Digital_Design\ACAD\Sheets\General\12637903-GHD-00-DRG-00-GN-001.dwgPlotted By: Mike Wiestling5 November 2025 - 2:15 PM

Sheet No.

SOUTH MIDDLETON TOWNSHIP

MUNCIPAL AUTHORITY

PUMP STATION NO. 4 UPGRADE

M. PICKERING

E. CHEESEMAN 12637903 November 7, 2025

GHD Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011 USA T 1 717 541 0622 W www.ghd.com

0 BID DOCUMENTS HB MP NOV-7-2025

COVER SHEET

GN-001AS SHOWN

S. MATTHEWS

J. HAMSHER

B. ANDERSON

T. PARTHEMORE

AREA MAP LOCATION MAP PROJECT

LOCATION

SITE ADDRESS:

MEALS DRIVE (PRIVATE ROAD)

CARLISLE, PA 17015

CALL BEFORE YOU DIG

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

POCS SERIAL NUMBER: 20252953906

UNDERGROUND UTILITIES ACT:

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 50 OF 2017, 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:

COMPANY: BRIGHTSPEED

ADDRESS: 1120 S TRYON STREET SUITE 700

CHARLOTTE, NC. 28203

CONTACT: CASE WELLS

EMAIL: case.wells@brightspeed.com

PHONE: 704-314-2503

COMPANY: SOUTH MIDDLETON TWP MUNI AUTH

ADDRESS: 345 LEAR LN PO BOX 8

BOILING SPRINGS, PA. 17007

CONTACT: JOSEPHINE HALL

EMAIL: jhall@smtma.net

PHONE: 717-258-6476 EXT. 225

COMPANY: FIRSTENERGY CORPORATION

ADDRESS: 21 S MAIN ST

AKRON, OH. 44308

CONTACT: MELLYSSA ADAMS

EMAIL: madams@firstenergycorp.com

PHONE: 330-604-4073

COMPANY: PPL ELECTRIC UTILITIES CORPORATION

ADDRESS: 437 BLUE CHURCH RD

PAXINOS, PA. 17860

CONTACT: DOUG HAUPT

EMAIL: dlhaupt@pplweb.com

PHONE: 570-490-5684

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

PHONE: 800-811-7981

COMPANY: U S I C LOCATING SERVICES

ADDRESS: 9045 N RIVER RD SUITE 300

INDIANAPOLIS, IN. 46240

CONTACT: JEFFREY TRUMBOWER

EMAIL: jefftrumbower@usicllc.com

PHONE: 317-810-8254

COMPANY: UGI UTILITIES INC

ADDRESS: 1301 AIP DR

MIDDLETOWN, PA. 17057-5987

CONTACT: GEOFFREY FERGUSON

EMAIL: gferguson@ugi.com

PHONE: 610-807-3118HARRISBURG

YORK

LANCASTER

PHILADELPHIA

PITTSBURGH

ERIE

STATE COLLEGE

WILLIAMSPORT

SCRANTON

CHAMBERSBURG

PROJECT

LOCATION

SOUTH MIDDLETON TOWNSHIP

MUNICIPAL AUTHORITY

PUMP STATION NO. 4 UPGRADE

SOUTH MIDDLETON TOWNSHIP, CUMBERLAND COUNTY, PA

CONTRACT 1 - GENERAL CONSTRUCTION FORCEMAIN

CONTRACT 2 - GENERAL CONSTRUCTION PUMP STATION

CONTRACT 3 - ELECTRICAL CONSTRUCTION PUMP STATION

BID DOCUMENTS

NOVEMBER 2025

N http://www.ghd.com 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

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

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Plot Date: Path and Filename: G:\564\12637903\Digital_Design\ACAD\Sheets\General\12637903-GHD-00-DRG-00-GN-002.dwgPlotted By: Mike Wiestling8 November 2025 - 10:10 AM

Sheet No.

SOUTH MIDDLETON TOWNSHIP

MUNCIPAL AUTHORITY

PUMP STATION NO. 4 UPGRADE

M. PICKERING

E. CHEESEMAN 12637903 November 7, 2025

GHD Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011 USA T 1 717 541 0622 W www.ghd.com

0 BID DOCUMENTS HB MP NOV-7-2025

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. ALL BURIED PIPING TO BE MIN. 4' BELOW GRADE, UNLESS OTHERWISE NOTED.

5. THE CONTRACTOR SHALL BE REQUIRED TO VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE BEFORE PROCEEDING WITH THE WORK AND SHALL MAKE MINOR ADJUSTMENTS AS REQUIRED ON THE JOB.

SUCH ADJUSTMENTS ARE TO BE APPROVED BY THE ENGINEER AND THE OWNER.

6. THE CONTRACTOR SHALL MAINTAIN A RECORD SET OF "AS BUILT" DRAWINGS ON THE PROJECT SITE. AT THE COMPLETION OF THE PROJECT, THESE DRAWINGS SHALL BE TURNED OVER TO THE ENGINEER AND OWNER.

THESE DRAWINGS SHALL INDICATE, BUT NOT BE LIMITED TO, CHANGES IN PIPING, INSTALLATIONS, VALVES, EQUIPMENT CHANGES, ELECTRICAL WORK, ETC.

7. DEMOLITION OF EXISTING PIPING AND EQUIPMENT MAY REQUIRE TEMPORARY SYSTEM SHUTDOWNS.

CONTRACTOR IS RESPONSIBLE FOR REVIEWING ALL SHUTDOWN PROCEDURES WITH ENGINEER AND OWNER PRIOR TO ANY DEMOLITION WORK. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL TEMPORARY EQUIPMENT, MATERIAL AND CONTROLS TO MAINTAIN SYSTEM OPERATIONS DURING CONSTRUCTION AS REQUIRED. ALL SHUTDOWNS AND STARTUPS TO BE COORDINATED WITH OWNER / OPERATOR DURING CONSTRUCTION. ONLY BOROUGH OF CARLISLE PERSONNEL SHALL PERFORM SYSTEM OPERATIONS, INCLUDING OPERATIONS OF VALVES AND PUMPS.

GENERAL NOTES (APPLY TO ALL DRAWINGS

DETAIL NUMBER

(NUMERICAL ON EACH SHEET

BEGINNING WITH DETAIL 1)

DETAIL NUMBER

SHEET WHERE DETAIL IS SHOWN

(IF ON DIFFERENT SHEET) DEPICTION BOUNDARY

TYPICAL SECTION MARKS (FOR PLANS)

TYPICAL DETAIL TITLE

TYPICAL DETAIL CALLOUT

OR

D-101

DETAIL NAME

NO SCALE

A-501

A-501

SECTION INDICATORA

X-301

SECTION LETTER

SHEET WHERE SECTION IS SHOWN

(IF SHOWN ON DIFFERENT SHEET)

A D-101

SECTION

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

SECTION LETTER

(ALPHABETICAL FOR

EACH STRUCTURE)

0 8'4'2'

SHEET WHERE SECTION

IS REFERENCED

SHEET WHERE DETAIL

IS REFERENCED

NEW GRAPHICS; EQUIPMENT, STRUCTURES,

ETC., ARE SHOWN AS BOLD LINEWORK AND

IN THIS TEXT FORMAT.

TRUE NORTH

NORTH INDICATOR

N

XXX

EQUIPMENT TAG

TYPE

NUMBER

GENERAL LEGEND

KEYNOTE INDICATOR

KEYNOTE NUMBER

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:

SINGLE LINE

90° BEND

45° BEND

TEE

LATERAL WYE

REDUCER

PLUG VALVE

GATE VALVE

PIPING LEGEND

WELDED JOINT (STEEL / STAINLESS

STEEL PIPE & FITTINGS)

UNION

ITEM DOUBLE LINE

ROTAMETER

UNION

PRESSURE REDUCING VALVE

SOLENOID VALVE

PRESSURE RELIEF VALVE

Y STRAINER

CALIBRATION COLUMN

PULSATION DAMPENER

FLEXIBLE TUBING

QUICK CONNECT (FEMALE)

SCHEMATIC SYMBOLS LEGEND

PLUG VALVE

GATE VALVE

VALVE

ULTRASONIC LEVEL SENSOR

RUPTURE DISK

PRESSURE GAUGE

VACUUM REGULATOR

MOTOR OPERATOR

POLYMER FLOW METER

REDUCER

SOLENOID OPERATOR

PNEUMATIC OPERATOR

TEMPERATURE GAUGE

FLOW CONTROL VALVE

FLOW METER

COALESCING FILTER

PROCESS FLOW DIRECTION

SHEET INDEX, GENERAL NOTES

AND LEGENDS

GN-002AS SHOWN

S. MATTHEWS

J. HAMSHER

B. ANDERSON

T. PARTHEMORE

SHEET INDEX

SHEET

NUMBER SHEET TITLE CONTRACT NO 1

FORCEMAIN

CONTRACT NO 2

GC PUMP STATION

CONTRACT NO 3

EC PUMP STATION

GENERAL

GN-001 COVERSHEET X X X

GN-002 SHEET INDEX, GENERAL NOTES AND LEGENDS X X X

CIVIL

C-101 KEYPLAN, LEGEND AND GENERAL NOTES - CIVIL X

C-102 PLAN AND PROFILE - CIVIL X

C-103 PLAN AND PROFILE - CIVIL X

C-104 PLAN AND PROFILE - CIVIL X

C-105 PUMP STATION SITE DEMOLITION PLAN X

C-106 PUMP STATION SITE PLAN X

C-107 PAVING PLAN X

C-108 DETOUR PLAN X

C-501 SANITARY SEWER DETAILS - CIVIL X

C-502 CIVIL DETAILS X X

CE-001 EROSION AND SEDIMENT CONTROL - NOTES X X

CE-501 EROSION AND SEDIMENT CONTROL AND RESTORATION PLAN - DETAILS X X

CE-502 EROSION AND SEDIMENT CONTROL AND RESTORATION PLAN - DETAILS X X

STRUCTURAL

ST-001 GENERAL CONCRETE NOTES AND DETAILS X X

ST-501 KIOSK ELEVATION, SECTION, AND DETAILS X

PROCESS

MPD-101 PUMP STATION DEMOLITION PLAN AND SECTION X

MP-101 PUMP STATION PLANS X

MP-301 PUMP STATION SECTIONS X

MP-501 PUMP STATION DETAILS X

ELECTRICAL

EL-001 ABBREVIATIONS AND SYMBOLOGY X

EL-101 PUMP STATION ELECTRICAL SITE PLAN X

EL-501 PUMP STATION KIOSK LAYOUT AND AIR GAP JUNCTION BOX DETAIL X

EL-502 PUMP STATION ELECTRICAL DETAILS X

EL-601 PUMP STATION SINGLE LINE DIAGRAM AND INTERCONNECTION DIAGRAM X

http://www.ghd.com http://www.ghd.com/

U/C U/C

U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C

U/C U/C DuB

DuC

Pt DuC

HdF

HdD

DuC

DuC DuC

DuB

Ub

DuC

DuB

Ub

DuC

DuC

X

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

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

Title

ARCH D

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Plot Date: Path and Filename: \\ghdnet\ghd\US\Harrisburg\Projects\564\12637903\Digital_Design\ACAD\Sheets\Civil\12637903-GHD-00-DRG-00-CI-101.dwgPlotted By: Shawn Matthews7 November 2025 - 1:15 PM

Sheet No.

SOUTH MIDDLETON TOWNSHIP

MUNCIPAL AUTHORITY

PUMP STATION NO. 4 UPGRADE

M. PICKERING

E. CHEESEMAN 12637903 November 7, 2025

GHD Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011 USA T 1 717 541 0622 W www.ghd.com

0 BID DOCUMENTS HB MP NOV-7-2025

KEYPLAN, LEGEND AND GENERAL

NOTES - CIVIL

C-101AS NOTED

S. MATTHEWS

J. HAMSHER

B. ANDERSON

T. PARTHEMORE

N

KEYPLAN

SCALE 1" = 100' 0 200'100'

ROAD CENTERLINE

PROPERTY LINE

UTILITY POLE

BUILDINGS AND STRUCTURES OHW

U/E U/E

EXISTING OVERHEAD WIRES

EXISTING UNDERGROUND ELECTRIC

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING WATER VALVE

EXISTING HYDRANT

W W EXISTING WATER LINE

STORM INLET

EXISTING SPOT ELEVATION

SOIL TYPE (TYP.)

SOIL TYPE BOUNDARY

(APPROXIMATE)

INLET PROTECTION (TYP.)

EXISTING GAS LINEG G

LEGEND:

ROAD RIGHT OF WAY LINE

X X

TREES/TREELINE

FENCEINDEX CONTOUR

INTERMEDIATE CONTOUR

EXISTING EASEMENT

NEW FORCE MAIN

LIMIT OF DISTURBANCE

SURVEY NOTES:

1. EXISTING BOUNDARY AND TOPOGRAPHIC CONDITIONS ON THIS PLAN HAVE BEEN ESTABLISHED THROUGH FIELD SURVEY BY HONOR ENGINEER CO. PERFORMED IN APRIL AND MAY 2024.

2. THIS SURVEY HORIZONTALLY REFERENCES THE NORTH AMERICAN DATUM OF 1983 (NAD 83-2011)(EPOCH:2010:0000) PENNSYLVANIA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE (3702) GRID, ESTABLISHED VIA KEYNETGPS VRS (VIRTUAL REFERENCE STATION SYSTEM). THIS SURVEY VERTICALLY REFERENCES THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88).

3. THIS PLAN WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND MAY BE SUBJECT TO EASEMENTS AND OTHER RESTRICTIONS, EITHER RECORDED OR UNRECORDED. THE SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS, OWNERSHIP TITLE EVIDENCE OR ANY OTHER FACTS THAT AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE OTHER THAN WHAT IS SHOWN ON THIS PLAN.

4. THE LOCATIONS OF UTILITIES AS SHOWN HEREON ARE BASED ON ABOVEGROUND FEATURES, FIELD OBSERVATIONS/SURVEY, AND RECORD DRAWINGS PROVIDED BY UTILITY COMPANIES.

LOCATIONS OF UNDERGROUND UTILITIES/STRUCTURES MAY VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIES/STRUCTURES MAY BE ENCOUNTERED. NO EXCAVATIONS WERE MADE DURING THE PROCESS OF THIS SURVEY TO LOCATE BURIED UTILITIES/STRUCTURES. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION AND

DEPTH OF ALL UTILITY LINES PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES.

5. IN COMPLIANCE WITH PENNSYLVANIA ACT 50 OF 2017 (EFFECTIVE APRIL 28, 2018) ALL UNDERGROUND UTILITIES SHOWN ON THIS PLAN ARE A COMPILATION OF ACTUAL FIELD LOCATIONS AND DATA FURNISHED FROM INFORMATION SUPPLIED BY OTHERS. HONOR ENGINEER CO. ASSUMES NO RESPONSIBILITY FOR THE LOCATIONS OF ANY UNDERGROUND UTILITIES AS DEPICTED ON THIS DRAWING. ANY REQUESTS FOR ADDITIONAL UNDERGROUND UTILITY INFORMATION SHOULD BE DIRECTED TO THAT RESPECTIVE UTILITY COMPANY. A PA ONE CALL WAS PERFORMED PRIOR TO

FIELD SURVEYING, SERIAL #20240871977 WEST YORK STREET.

6. FORCE MAIN, WATER, AND SANITARY SEWER LINES SHOWN ARE BASED UPON A COMBINATION OF INFORMATION PROVIDED BY GHD AND FIELD LOCATIONS OF VISIBLE UTILITIES.

7. THE EASEMENT DOCUMENT PROVIDED BY SOUTH MIDDLETON TOWNSHIP MUNICIPAL AUTHORITY WAS UNABLE TO BE LOCATED OR VERIFIED IN THE RECORDER OF DEEDS OF CUMBERLAND COUNTY AND IS OF THE OPINION OF HONOR ENGINEER COMPANY TO BE AN UNRECORDED DOCUMENT. A RECORD SEARCH BY HONOR WAS PERFORMED AND UNABLE TO FIND ANY DOCUMENTS

PERTAINING TO ADDITIONAL UTILITY EASEMENTS.

8. A BOUNDARY SURVEY WAS NOT PERFORMED BY HONOR ENGINEER CO. THE LINES SHOWN HEREON ARE BASED UPON DEEDS OF RECORD AND THE BEST AVAILABLE FIELD EVIDENCE.

GENERAL NOTES:

1. 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 73P.S. § 176 ET. SEQ. NOTIFICATION OF UTILITIES BEFORE EXCAVATION IN

CONTRACT AREA THE ONE UNDERGROUND UTILITIES CALL NUMBER IS 800-242-1776 OR 811.

2. PRIOR TO THE START OF WORK, CONTRACTOR TO COORDINATE AND HOLD EXISTING UTILITY

PRECONSTRUCTION MEETING TO BE ATTENDED BY: OWNER, ENGINEER, CONTRACTOR, AND

ALL UTILITY OWNERS WITHIN THE PROJECT AREA.

3. IMPLEMENT EROSION AND SEDIMENTATION CONTROLS SHOWN ON DRAWINGS BEFORE

STARTING CONSTRUCTION.

4. CONTRACTOR SHALL ABIDE BY TRAFFIC CONTROL PLAN. MAINTENANCE OF TRAFFIC SHALL

COMPLY WITH PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATIONS 213 AND

408, SECTIONS 107.11 AND 900 RESPECTIVELY.

5. THE LOCATION, DEPTH, SIZE, AND TYPE OF EXISTING UTILITIES (ELECTRIC, GAS, TELEPHONE, TV CABLE, WATER, SANITARY SEWERS, STORM SEWERS, ETC.) SHOWN ON THE DRAWINGS

MAY NOT BE ACCURATE. IN MANY CASES, THE ACTUAL LOCATION AND INVERT OF THESE

UTILITIES IS NOT KNOWN. INDIVIDUAL UTILITY SERVICES FOR HOUSES AND BUILDINGS ARE

NOT SHOWN. EXACT LOCATIONS AND DEPTHS ARE TO BE VERIFIED IN THE FIELD BY THE

CONTRACTOR. THE CONTRACTOR SHALL TEST PIT, AS REQUIRED, TO ESTABLISH THE

LOCATION OF THESE FACILITIES SO APPROPRIATE ADJUSTMENT TO THE PROPOSED SANITARY

SEWER AND/OR WATER DESIGN MAY BE MADE, IF NECESSARY.

6. CONTRACTOR SHALL MAINTAIN ACCESS TO ALL DRIVEWAYS AND MAILBOXES DURING THE

COURSE OF THE WORK.

7. LENGTHS AND SLOPE(GRADE) OF PIPE SHOWN ARE CALCULATED FROM MANHOLE INSIDE

EDGE TO MANHOLE INSIDE EDGE USING THE INVERTS FROM OUTSIDE OF MANHOLE.

8. CONTRACTOR TO ADJUST ACTUAL GRADES ACCORDINGLY TO ALLOW FOR DISTANCE FROM MH

CENTERS TO INSIDE OF MH WALLS.

9. MANHOLE TOP ELEVATIONS SHOWN ARE APPROXIMATE. MANHOLES ARE TO BE SET AT GRADE

IN IMPROVED AREAS AND PRIVATE YARDS, UNLESS OTHERWISE NOTED. MANHOLES IN

WOODED AND/OR SECLUDED AREAS SHALL BE SET AT THE ELEVATION SHOWN ON THE

PROFILES OR AS DIRECTED BY THE OWNER.

10. TERMINAL MANHOLE LOCATIONS SHALL BE ADJUSTED TO SUIT LATERAL LOCATIONS AND FIELD

CONDITIONS. CONTRACTOR TO VERIFY BEFORE ORDERING MATERIALS.

11. NO TREES SHALL BE REMOVED/CLEARED FROM OUTSIDE OF THE PERMANENT SANITARY

SEWER EASEMENT UNLESS OTHERWISE NOTED.

12. AT THE END OF EACH WORK DAY, THE EXCAVATED TRENCHES SHALL BE COMPLETELY

BACKFILLED AND/OR STEEL PLATES SHALL BE PLACED OVER THE EXCAVATION.

13. TRENCH RESTORATION SHALL INCLUDE BUT NOT LIMITED TO; STREETS, MISCELLANEOUS

DRIVEWAY RESTORATION, SEEDING, SHOULDER RESTORATION, SHRUBBERY, MAIL BOXES,

FENCES, PLANTERS, GUARD RAILS, HEAD AND END WALLS, LAWN ORNAMENTS,

MISCELLANEOUS LANDSCAPING DECOR, ETC.

14. CONTRACTOR RESPONSIBLE FOR BYPASS PUMPING OF SEWERAGE WHEN REPLACING AND/OR

CONNECTING EXISTING SANITARY SEWER SYSTEMS. CONTRACTOR SHALL PROVIDE DIESEL

POWERED AUTOMATIC SELF-PRIMING UNITS, PIPING, VALVING, AND ALL NECESSARY

APPURTENANCES. A STAND-BY UNIT SHALL ALSO BE PROVIDED FOR EACH SETUP.

15. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING SURFACE OF THE STREET FROM

CONTRACTOR'S EQUIPMENT.

16. ALL MATERIALS USED AND CONSTRUCTION METHODS EMPLOYED ARE TO BE IN ACCORDANCE

WITH THE LATEST STANDARDS.

17. CONTRACTOR SHALL TEST PIT ALL KNOWN EXISTING UTILITY CROSSINGS PRIOR TO

INSTALLING ANY SANITARY SEWER AND/OR WATER PIPE TO VERIFY EXISTING HORIZONTAL

AND VERTICAL ELEVATIONS TO ASSURE NO CONFLICT.

18. SOIL TYPES SHOWN ARE FROM U.S. DEPARTMENT OF ASCS. THEY ARE SHOWN FOR GENERAL

INFORMATION PURPOSES ONLY. SOIL TYPES ENCOUNTERED MAY BE DIFFERENT.

19. PRIOR TO THE CONNECTION INTO AN EXISTING MANHOLE, CONTRACTOR TO VERIFY ALL

EXISTING ELEVATIONS.

20. ALL PROPERTY SURVEY PINS, MARKERS, AND/OR STAKES REMOVED DURING CONSTRUCTION

SHALL BE REPLACED BY CONTRACTOR'S PROFESSIONAL SURVEYOR.

21. HORIZONTAL AND VERTICAL SEPARATION BETWEEN NEW SANITARY SEWERS AND EXISTING

WATER MAINS SHALL CONFORM WITH SECTION 28.3 OF DEP'S "DOMESTIC WASTEWATER

FACILITIES MANUAL." IF POSSIBLE, SEWERS CROSSING WATER MAINS SHALL BE

CONSTRUCTED SO THAT THE SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE

FROM THE WATER MAIN JOINTS. WHERE A WATER MAIN CROSSES UNDER A SEWER,

ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT

DAMAGE TO THE WATER MAIN.

22. ALL SERVICE LATERALS TO BE INSTALLED AT 1% FROM MAIN TO CLEANOUT.

23. BRACING/SHORING OF EXISTING UTILITY POLES IS THE RESPONSIBILITY OF THE CONTRACTOR.

CONTRACTOR IS TO COORDINATE AND PAY FOR BRACING/SHORING OF UTILITY POLES WITH

UTILITY OWNER.

24. GATE VALVES TO BE INSTALLED DIRECTLY TO CROSSES AND TEES WITH FOSTER ADAPTORS.

25. ALL PAVEMENT MARKINGS THAT ARE DISTURBED TO BE REPLACED BY CONTRACTOR.

26. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY

CONFLICTING UTILITIES WHICH ARE A RESULT OF THESE IMPROVEMENTS.

27. ROLLED ASPHALT CURBING DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE

REPLACED/REPAIRED AT THE END OF THE WORK DAY.

28. SIX (6) INCHES OF SIFTED TOPSOIL SHALL BE PLACED ON ALL DISTURBED LAWN AND GRASS

AREAS PRIOR TO PLACEMENT OF SEED AND MULCH FOR PERMANENT RESTORATION.

DISTURBED AREAS ARE DEFINED AS ANY AREA WHERE THE CONTRACTOR EXCAVATED FOR

MAIN LINES, SERVICE LINES OR ANY OTHER EXCAVATED AREAS AS PART OF THE PROJECT.

DISTURBED AREAS ARE ALSO WHERE CONTRACTOR HAS PLACED OR STOCKPILED DIRT FROM

EXCAVATIONS ON GRASS OR LAWN AREAS REGARDLESS OF THE AMOUNT OF TIME THE

STOCKPILED OR STORED MATERIAL WAS PLACED.

29. TP-XX TEST PIT LOCATIONS DUG BY OWNER.

INVERT OUT - INVERT IN

HORIZONTAL LENGTH (FROM MH INSIDE EDGE TO MH INSIDE EDGE)

S

U/C U/C EXISTING UNDERGROUND COMMUNICATION

FMFM EXISTING FORCE MAIN

ABANDONED FORCE MAINABFM ABFM

SS SS

FLOODWAY

100-YR FLOOD PLAIN

EXISTING SANITARY SEWER MANHOLE

EXISTING COMMUNICATION MANHOLEC

COMPOST FILTER SOCKCFS CFS

NEW PERMANENT EASEMENT

NEW TEMPORARY EASEMENT

NPDES BOUNDARY

C-102 C-103 C-104

LIMIT OF DISTURBANCE

NEW 4" PVC FORCE MAIN NEW 5'Ø MANHOLE

EXISTING ELECTRICAL JUNCTION BOX

EXISTING COMMUNICATION JUNCTION BOX

TEST PIT

REPLACE EXISTING AND/OR NEW 4" PVC FORCE MAIN

(2) NEW 4" BENDS

NEW FORCE MAIN LOCATOR ASSEMBLY

1 NEW GATE VALVE

NEW VALVE

VAULT

0+00 1+00

CONTRACT

CONTRACT

BYPASS PUMP CONNECTION

NEW 4"x4" WYE

S

S

W W

W W

W W

W W

W W W W

W

W

W

W

W

W

W

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

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

FM

FM FM FM FM FM FM FM FM

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS SS SS SS SS SS

SS

SS

SS

SS

SS

SS

XXXXXXXXXXXXXXXX

SS SS SS SS

SS SS SS SS

SS SS SS SS SS SS

S

U/C U/C U/C U/C

U/ C

U/C U/C U/C

U/C

U/C

U/C U/C U/C U/C U/C U/C U/C U/C

U/C U/C

M

AT

C H

LI

N E

A A

NEW 4" PVC FORCE MAIN

NEW BEND (TYP.)

0+

1+00

NEW FORCE MAIN LOCATOR ASSEMBLY

C-502

BYPASS PUMP CONNECTION

CFS

CFSCFSCFS

CF

S

CF

S

12" CFS

12" CFS

X

X X

X

X

TP-1

FMU/E

FM

FM

FM

FM

FM FM FM FM FM

SS SS SS SS SS SS SS SS SS SS

SS

SS

SS SS SS

U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C U/C U/C

U/C U/C U/C U/C U/C U/C

CF

S

CFS

CFSCFSCFSCFSCFSCFSCFS

CFS

CF

S

CF

S

CF

S

CF

S

CF

S

CF

S

CFS

X X

X

X X X X X X

X X

X X

XXX

SS

SS

U/E

U/E

U/E

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

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

Title

ARCH D

Size

Plot Date: Path and Filename: \\ghdnet\ghd\US\Harrisburg\Projects\564\12637903\Digital_Design\ACAD\Sheets\Civil\12637903-GHD-00-DRG-00-CI-102.dwgPlotted By: Shawn Matthews7 November 2025 - 1:17 PM

Sheet No.

SOUTH MIDDLETON TOWNSHIP

MUNCIPAL AUTHORITY

PUMP STATION NO. 4 UPGRADE

M. PICKERING

E. CHEESEMAN 12637903 November 7, 2025

GHD Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011 USA T 1 717 541 0622 W www.ghd.com

0 BID DOCUMENTS HB MP NOV-7-2025

PLAN AND PROFILE

CIVIL

C-102AS NOTED

S. MATTHEWS

J. HAMSHER

B. ANDERSON

T. PARTHEMORE

N

PLAN

SCALE 1" = 30' 0 60'30'

PROFILE

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

0 20'10'

(TO BE REPLACED)

N

LARGE SCALE PLAN

SCALE 1" = 10' 0 20'10'

(TO BE REPLACED)

EXISTING FORCE MAIN TO BE CAPPED AFTER

NEW PUMP STATION IS IN SERVICE (CONTRACT 2)

(2) NEW 4" VALVES

(1) MJ RESTRAINED PLUG

RECONNECT TO EXISTING FORCE MAIN (CONTRACT 1)

NEW FORCE MAIN LOCATOR ASSEMBLY

BYPASS PUMP CONNECTION

CONTRACT

CONTRACT

4" DI BY CONTRACT 2

2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00

REPLACE EXISTING AND/OR NEW 4" PVC FORCE MAIN

NEW FORCE MAIN LOCATOR ASSEMBLY (TYP.)

M

AT

E

B B

M

AT

E

A A

REPLACE EXISTING AND/OR NEW 4" PVC FORCE MAIN

2+00 3+00

4+00 5+00

6+00 7+00

8+00 9+00

NEW FORCE MAIN LOCATOR ASSEMBLY (TYP.)

C-502

CFS

12" CFS

S

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

W W

W

W W

W

W W

W

W W

W W

W W

W W

W W

W W

W W

W W

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

FM

FM

FM

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

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

U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C

S

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

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

Title

ARCH D

Size

Plot Date: Path and Filename: \\ghdnet\ghd\US\Harrisburg\Projects\564\12637903\Digital_Design\ACAD\Sheets\Civil\12637903-GHD-00-DRG-00-CI-103.dwgPlotted By: Shawn Matthews7 November 2025 - 1:18 PM

Sheet No.

SOUTH MIDDLETON TOWNSHIP

MUNCIPAL AUTHORITY

PUMP STATION NO. 4 UPGRADE

M. PICKERING

E. CHEESEMAN 12637903 November 7, 2025

GHD Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011 USA T 1 717 541 0622 W www.ghd.com

0 BID DOCUMENTS HB MP NOV-7-2025

PLAN AND PROFILE

CIVIL

C-103AS NOTED

S. MATTHEWS

J. HAMSHER

B. ANDERSON

T. PARTHEMORE

N

PLAN

SCALE 1" = 30' 0 60'30'

PROFILE

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

0 20'10'

TP-2

TP-3

TP-4

TP-5

TP-2

TP-3

TP-4

TP-5

10+00 11+00 12+00 13+00 14+00 15+00 16+00

INV IN

INV OUT

STATION

RIM EL. ±

REPLACE EXISTING AND/OR NEW 4" PVC FORCE MAIN NEW 4" BENDS (TYP.)

EX. MANHOLE

(TO BE REPLACED W/ 5' ∅ MH

AND BE COATED)

512.00 (4" FM)

511.07(S) 510.97(N) 15+78.18

521.4

INV IN

NEW FORCE MAIN LOCATOR ASSEMBLY (TYP.)

18" (MIN.)

W W

W W

W W

W

W W

W

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

FM

FM

FM

FM FM FM FM FM FM FM FM FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

W

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

S

X X

XXX

XXXXXXXXX

XX

XXXXXXXXXXXXXX

W W W W W W W W W W W

W W W

W W

W W

W W

W W

W W

W

W

W

W

W

W

W

W

W

W

W

U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C

U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C

U/C U/C U/C U/C U/C U/C U/C U/C U/C

S

U/ C

U/ C

U/C U/C

B B

M

AT

E

REPLACE EXISTING AND/OR NEW 4" PVC FORCE MAIN

10+00 11+00

12+00

13+00

14+00

15+00

15+78

NEW FORCE MAIN LOCATOR ASSEMBLY (TYP.)

C-502

CFS

12" CFS

TP-8 TP-9

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

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

Title

ARCH D

Size

Plot Date: Path and Filename: \\ghdnet\ghd\US\Harrisburg\Projects\564\12637903\Digital_Design\ACAD\Sheets\Civil\12637903-GHD-00-DRG-00-CI-104.dwgPlotted By: Shawn Matthews7 November 2025 - 1:19 PM

Sheet No.

SOUTH MIDDLETON TOWNSHIP

MUNCIPAL AUTHORITY

PUMP STATION NO. 4 UPGRADE

M. PICKERING

E. CHEESEMAN 12637903 November 7, 2025

GHD Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011 USA T 1 717 541 0622 W www.ghd.com

0 BID DOCUMENTS HB MP NOV-7-2025

PLAN AND PROFILE

CIVIL

C-104AS NOTED

S. MATTHEWS

J. HAMSHER

B. ANDERSON

T. PARTHEMORE

N

PLAN

SCALE 1" = 30' 0 60'30'

PROFILE

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

0 20'10'

TP-6

TP-7

EX. MANHOLE TO BE REPLACED WITH

NEW 5' Ø MANHOLE AND TO BE COATED

EX. MANHOLE

TO BE COATED

NEW 4" BENDS

TP-6

TP-7

FM FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM

FM FM FM FM FM FM FM FM FM FM FM

XXXXXXXXXXXXXXXX

X X

X X

X X

X X

X X

X X X X X X X X X X X X X X X X

X X

X X

X X

X X

X X

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS

SS

SS

SS

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C

U/ C

U/ C

U/ C

U/ C

U/ C

U/ C

U/C

U/C

U/C

U/C

U/C

U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C U/C U/C U/C U/C U/C U/C

U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C

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

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

Title

ARCH D

Size

Plot Date: Path and Filename: \\ghdnet\ghd\US\Harrisburg\Projects\564\12637903\Digital_Design\ACAD\Sheets\Civil\12637903-GHD-00-DRG-00-CI-105.dwgPlotted By: Shawn Matthews7 November 2025 - 1:20 PM

Sheet No.

SOUTH MIDDLETON TOWNSHIP

MUNCIPAL AUTHORITY

PUMP STATION NO. 4 UPGRADE

M. PICKERING

E. CHEESEMAN 12637903 November 7, 2025

GHD Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011 USA T 1 717 541 0622 W www.ghd.com

0 BID DOCUMENTS HB MP NOV-7-2025

PUMP STATION

SITE DEMOLITION PLAN

C-105AS SHOWN

S. MATTHEWS

J. HAMSHER

B. ANDERSON

N

PLAN

SCALE 1" = 5' 0 10'5'

EXISTING

COMMINUTOR

CHAMBER

(TO BE DEMOLISHED) EXISTING

WET WELL

(TO BE DEMOLISHED)

EXISTING

VALVE PIT

(TO BE DEMOLISHED)

EXISTING

GENERATOR

(TO BE REMOVED)

EXISTING

FENCING

(TO BE REMOVED)

EXISTING

CONTROL CABINET

(TO BE REMOVED)

EXISTING

CONCRETE PAD

(TO BE REMOVED)

EXISTING

FORCEMAIN

(TO BE REMOVED)

EXISTING

MACADAM

(TO BE REMOVED)

E E E

SS SS SS

W W W

U/E U/E U/E

LEGEND

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING RIGHT-OF-WAY

EXISTING OVERHEAD ELECTRIC

EXISTING SANITARY SEWER

EXISTING SEWER FORCEMAIN

EXISTING PROPERTY LINE

EXISTING UILITY POLE

EXISTING STORM PIPE

ITEM TO BE REMOVED

CONCRETE / MASONRY TO BE REMOVED

EXISTING WATER PIPE

EXISTING EDGE OF GRAVEL

EXISTING UNDERGROUND ELECTRIC

EXISTING VEGETATION / TREE LINE

U/C U/C U/C EXISTING UNDERGROUND CABLE

X X X X X EXISTING FENCE

FM

FM

FM

FM

FM

FM

FM FM FM FM FM FM FM FM FM FM FM

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS

SS

SS

SS

SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS

U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C

U/ C

U/ C

U/ C

U/ C

U/ C

U/ C

U/C

U/C

U/C

U/C

U/C

U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C

U/C U/C U/C U/C U/C U/C U/C

U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C

X X

X X

X X

X

X X X X X X X X X X X X

X X

X X

X X

X

XXXXXXX

XX X X

SS

SS

SS

SS

SS

WET WELL VALVE VAULT

GENERATOR

GENERATOR

PAD

PUMP STATION

CONTROLS

FENCE

NEW 4" PVC

FORCEMAIN

FM

FM

FM

FM

FM

FM

FM FM FM

U/ E

U/ E

U/ E

U/ E

U/ E

U/ E

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

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

Title

ARCH D

Size

Plot Date: Path and Filename: \\ghdnet\ghd\US\Harrisburg\Projects\564\12637903\Digital_Design\ACAD\Sheets\Civil\12637903-GHD-00-DRG-00-CI-106.dwgPlotted By: Shawn Matthews7 November 2025 - 1:21 PM

Sheet No.

SOUTH MIDDLETON TOWNSHIP

MUNCIPAL AUTHORITY

PUMP STATION NO. 4 UPGRADE

M. PICKERING

E. CHEESEMAN 12637903 November 7, 2025

GHD Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011 USA T 1 717 541 0622 W www.ghd.com

0 BID DOCUMENTS HB MP NOV-7-2025

PUMP STATION

SITE PLAN

CI-106AS SHOWN

S. MATTHEWS

J. HAMSHER

B. ANDERSON

N

PLAN

SCALE 1" = 5' 0 10'5'

E E E

SS SS SS

W W W

U/E U/E U/E

LEGEND

EXISTING CONTOUR MAJOR

EXISTING CONTOUR MINOR

EXISTING RIGHT-OF-WAY

EXISTING OVERHEAD ELECTRIC

EXISTING SANITARY SEWER

EXISTING SEWER FORCEMAIN

EXISTING PROPERTY LINE

EXISTING UILITY POLE

EXISTING STORM PIPE

EXISTING WATER PIPE

EXISTING EDGE OF GRAVEL

EXISTING UNDERGROUND ELECTRIC

EXISTING VEGETATION / TREE LINE

U/C U/C U/C EXISTING UNDERGROUND CABLE

X X X X X EXISTING FENCE

PROPOSED FORCEMAIN

X X X X PROPOSED FENCE

PROPOSED STRUCTURE

PROPOSED MACADAM PAVING

S

S

W W

W W

W W

W W

W W

W

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

W W

W W

W W

W W

W W

W W

W W

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

S

XX

X

X X

X X

XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX

X

X

X

X

SS SS SS SS SS SS SS SS SS SS SS SS

SS SS

SS SS SS

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

W W

W W

W W

W W

W

W

W

W

W

W

W

W

W

W

U/C U/C U/C U/C

U/C

U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C U/C

U/C U/C U/C U/C U/C U/C U/C

S

S

U/ C

U/C

U/C

CFSCFS

CF

S

BASE PAVING WITH 6.5" OF

BASE. MILL 1.5" AND OVERLAY

SECTION OF ROAD.

REBUILD MEALS DRIVE AND

ENTRANCE TO PETERSBURG

ROAD. 5" BASE PAVING AND

1.5" OF WEARING COURSE.

GRAVEL SHOULDER

(BACKFILL WITH 2A FLUSH)

TRENCH PAVING ONLY,

BASE FLUSH

CI-502

CI-50210

CI-502

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

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

Title

ARCH D

Size

Plot Date: Path and Filename: \\ghdnet\ghd\US\Harrisburg\Projects\564\12637903\Digital_Design\ACAD\Sheets\Civil\12637903-GHD-00-DRG-00-CI-107.dwgPlotted By: Shawn Matthews7 November 2025 - 1:23 PM

Sheet No.

SOUTH MIDDLETON TOWNSHIP

MUNCIPAL AUTHORITY

PUMP STATION NO. 4 UPGRADE

M. PICKERING

E. CHEESEMAN 12637903 November 7, 2025

GHD Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011 USA T 1 717 541 0622 W www.ghd.com

0 BID DOCUMENTS HB MP NOV-7-2025

PAVING PLAN

C-107AS NOTED

S. MATTHEWS

J. HAMSHER

B. ANDERSON

T. PARTHEMORE

N

PLAN

SCALE 1" = 50' 0 100'50'

0 1"

Bar is one inch on original size sheet

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

Title

ARCH D

Size

Plot Date: Path and Filename: \\ghdnet\ghd\US\Harrisburg\Projects\564\12637903\Digital_Design\ACAD\Sheets\Civil\12637903-GHD-00-DRG-00-CI-108.dwgPlotted By: Shawn Matthews7 November 2025 - 1:23 PM

Sheet No.

SOUTH MIDDLETON TOWNSHIP

MUNCIPAL AUTHORITY

PUMP STATION NO. 4 UPGRADE

M. PICKERING

E. CHEESEMAN 12637903 November 7, 2025

GHD Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011 USA T 1 717 541 0622 W www.ghd.com

0 BID DOCUMENTS HB MP NOV-7-2025

DETOUR PLAN

C-108AS NOTED

S. MATTHEWS

J. HAMSHER

B. ANDERSON

T. PARTHEMORE

N

PLAN

SCALE 1" = 150' 0 300'150'

W/O DETOURCLOSED

R7-10 TEMPORARY7

M4-9S

R11-2

ROAD

DETOUR

REGULATION

POLICE

W20-2

M4-8A

W30-1

END

DETOUR

PARKING

NO

AHEAD

DETOUR

OR

M4-9R

M4-9L

OR

M4-9SL

M4-9SR

DETOUR

DETOUR

DETOUR

W20-3 W30-1

R11-4

OR

M4-10R

M4-10L2

DETOUR

THRU TRAFFIC

CLOSED

DETOUR

ROAD

AHEAD

CLOSED

LOCATION SERIES LEGEND

TYPE B OR

TYPE III

TYPE B OR

BARRICADE

SANDBAG48" X 30"

30" X 24"

30" X 12"

TYPE III

BARRICADE

TYPE III

BARRICADE

TYPE B OR

24" X 18"

36" X 36"

TYPE III

TYPE B OR

BARRICADE

TYPE III

BARRICADE

TYPE B OR30" X 12"

30" X 24"

30" X 24"

30" X 12"

TYPE B OR

BARRICADE

TYPE III

TYPE III

BARRICADE

48" X 18" 48" X 30"

36" X 36" 20" X 6"

MOUNTINGSIZE

24" X 18"

TYPE III

BARRICADE

SPECIAL

SPECIAL

TRAFFIC CONTROL SIGN LEGEND

NO SCALE

CONSTRUCTION CLOSURE AREA

DETOUR DIRECTIONS:

South on Petersburg Rd. Detour Left (East) on Westminster Dr.

Right (South) on Forge Rd.

Right (West) on W Hunter Rd.

Right (West) On Limestone Rd.

Left (South) back onto Petersburg Rd.

End Detour

North on Petersburg Rd. Detour Right (East) on Limestone Rd.

Left (East) on W. Hunter Rd.

Left (North) on Forge Rd.

Left (West) on Westminster Dr.

Right (North) back onto Petersburg Rd.

End Detour

0 1"

Bar is one inch on original size sheet

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

Title

ARCH D

Size

Plot Date: Path and Filename: G:\564\12637903\Digital_Design\ACAD\Sheets\Civil\12637903-GHD-00-DRG-00-CI-501.dwgPlotted By: Mike Wiestling8 November 2025 - 10:07 AM

Sheet No.

SOUTH MIDDLETON TOWNSHIP

MUNCIPAL AUTHORITY

PUMP STATION NO. 4 UPGRADE

M. PICKERING

E. CHEESEMAN 12637903 November 7, 2025

GHD Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011 USA T 1 717 541 0622 W www.ghd.com

0 BID DOCUMENTS HB MP NOV-7-2025

SANITARY SEWER DETAILS

CIVIL

C-501AS NOTED

S. MATTHEWS

J. HAMSHER

B. ANDERSON

T. PARTHEMORE

1"

1"

SEWER

SANITARY

MANHOLE STEPS

NO SCALE

SECTION

TO BE USED ONLY IN ROW AREAS. NOT TO BE USED IN PAVED AREAS.

NOTES:

1.

MANHOLE

SECTIONAL ELEVATION

REINFORCED PLASTIC

PLAN

MI

N.

1/2" (TYPICAL)

10"

6 3/4"

#3 DEFORMED

STEEL BAR

INSIDE FACE OF MANHOLE

1 3 /4"

1"

6" MAXIMUM

ALLOWABLE

LEVELING RING

ADJUSTMENT

3/4" DIA. STAINLESS STEEL

STUD W/NUT AND WASHER:

4" MIN. (4 BOLTS REQ'D)

WHOLE PRECAST CONCRETE

OR RUBBER LEVELING RINGS

(VARIED THICKNESS)THREADED INSERT

CAST INTO TOP SECTION

DOUBLE APPLICATION OF

PREFORMED FLEXIBLE

PLASTIC JOINT SEALANT

MANHOLE

GASKETRUBBER WEDGE

PIPE

END VIEW

PLAN SECTIONTYPE 1

PLAN

SECTION

END VIEW

FLEXIBLE

CONNECTOR

PIPE

STAINLESS STEEL PIPE CLAMP

(TWO)

TYPE 2

FLEXIBLE CONNECTOR WITH KORBAND AND TWO STAINLESS STEEL CLAMPS

RUBBER GASKET CAST INTO PRECAST PIPE OPENINGS

MANHOLE

(4) 7/8" DIA. HOLES ON

28" DIA. BOLT CIRCLE SECTION

PLAN

MANHOLE FRAME DETAIL

31 1/2" 25 7/8" 21 1/2"

24 1/16" 25 1/8"

3"

7 1 /16

1/2

"3/8"

1/2"

2" LETTERS

(RAISED LETTERS)

(2) CLOSED

PICKHOLES

(2) PICKBARS

1 1/2"

PLAN

PICKHOLE DETAIL

2 1/4" 1 3/8"

7/1 6"

1/4 "1"

23 3/4"

3"

1/4" DIA. NEOPRENE GASKET

3"

DIA.

5/8

1 1/2" SPH. R

SECTION PICKBAR DETAIL

SECTION

PREFORMED FLEXIBLE

PLASTIC JOINT SEALANT

TONGUE

GROOVE6" MIN.

5" MIN.

VA

RI

ES

MI

N.6"

(TYP.)

VA

RI

ES

R=1'-0"

3/4

12" TO 18"

VARIES

CENTERS

SPACED ON

NO. 8 OR NO. 57 COARSE

O.

D.

AGGREGATE, TAMPED

BASE WITH RISER SECTION

PRECAST REINFORCED CONCRETE

(SEE MANHOLE GASKET DETAIL)

JOINTS SEALED WATERTIGHT

SECTION

CAST INTO TOP

THREADED INSERT

VA

RI

ES

STANDARD ASPHALT

WITH ONE COAT OF

WASHER, AND NUT COATED

STAINLESS STEEL STUD,

MATCH PAVEMENT/GRADE

AND SLOPE AS DIRECTED

BOLTED FRAME DETAIL)

(SEE LEVELING RINGS AND

3 1/2" MIN. TO 4" MAX.

MANHOLE STEPS

SEALED WATERTIGHT

FRAME AND LEVELING RINGS

2'-0"

18" MAX. TO TOP STEP

CONCRETE

PLAN

SECTION

EMBEDMENT

CHANNEL

4" MIN. 3/4" DIA.

INSTALLATION

ANTI-FLOTATION

COLLAR ON MANHOLES

(6" MIN.)(TYP.)

ALL STONE GRADATIONS ARE AASHTO

PIPES SHALL PROTRUDE 2" INSIDE

MANHOLE WALL.

CLASSIFICATION.

BOLTING OF MANHOLE FRAME AND

NOTES:

1.

2.

3.

COVER IS REQUIRED FOR ALL MANHOLES.

02605 FOR ANTI-FLOATATION

REFERENCE SPECIFICATION SECTION4.

REQUIREMENTS.

WITH PREFORMED PLASTIC GASKET

MANHOLE FRAMES SHALL BE SET

RESTORATION TO PREVENT

5.

WATER INFILTRATION.

(RUB-R-NEK) PRIOR TO

VA

RI

ES

GASKETS DETAIL)

WITH RUBBER GASKET.

(SEE MANHOLE PIPE

PIPE CONNECTION MADE

VA

RI

ES

5" MIN. (TYP.)

SECTION

6" MIN.

NO. 8 OR NO. 57 COARSE

AGGREGATE, TAMPED

BASE WITH RISER SECTION

PRECAST REINFORCED CONCRETE

JOINTS SEALED WATERTIGHT

(SEE MANHOLE GASKET DETAIL)

CENTERS

12" TO 18"

SPACED ON

VARIES

3 5/8"

INTO TOP SECTION

THREADED INSERT CAST

VA

RI

ES

MATCH PAVEMENT/GRADE

AND SLOPE AS DIRECTED

COATED WITH ONE COAT

OF STANDARD ASPHALT AFTER

STEEL STUD, WASHER, AND NUT

4" MIN. 3/4" DIA. STAINLESS

INSTALLATION

(SEE LEVELING RINGS AND

BOLTED FRAME DETAIL)

3 1/2" MIN. TO 4" MAX. EMBEDMENT

SEALED WATERTIGHT

MANHOLE STEPS

FRAME AND LEVELING RINGS

2'-0"

ANTI-FLOTATION

COLLAR ON MANHOLES

(6" MIN.)(TYP.)

10" 13-3/4"

1-1/2"

3-3/4"

6" MI

N.

(TYP.)

(TYP.)

1/2"/FT.

PLAN

6 MANHOLE PIPE GASKETS

NO SCALE

5 HEAVY DUTY MANHOLE FRAME AND COVER

NO SCALE

PRECAST CONCRETE MANHOLE

WITH PRECAST CONCRETE BASE

NO SCALE

PRECAST CONCRETE MANHOLE

WITH PRECAST CONCRETE BASE

NO SCALE

3 MANHOLE STEPS

NO SCALE

4 MANHOLE GASKET DETAIL

NO SCALE

LEVELING RINGS AND

BOLTED FRAME DETAILS

NO SCALE

GASKETS DETAIL)

WITH RUBBER GASKET.

(SEE MANHOLE PIPE

PIPE CONNECTION MADE

PIPE COUPLING

STAINLESS STEEL

ANCHORS

TEE

90° PVC BEND

FLUSH TO MANHOLE

CHANNEL

EXPANSION

BAND W/ S.S.

STAINLESS STEEL

ANCHORS BANDS

TO BE SPACED

EVERY 16"

SECTION

FLANGED SCH.40

REFERENCE SECTION

02605 - MANHOLE

THREADED

END CAP

7 FORCEMAIN CONNECTION TO MANHOLE

NO SCALE

0 1"

Bar is one inch on original size sheet

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

Title

ARCH D

Size

Plot Date: Path and Filename: \\ghdnet\ghd\US\Harrisburg\Projects\564\12637903\Digital_Design\ACAD\Sheets\Civil\12637903-GHD-00-DRG-00-CI-502.dwgPlotted By: Shawn Matthews7 November 2025 - 1:24 PM

Sheet No.

SOUTH MIDDLETON TOWNSHIP

MUNCIPAL AUTHORITY

PUMP STATION NO. 4 UPGRADE

M. PICKERING

E. CHEESEMAN 12637903 November 7, 2025

GHD Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011 USA T 1 717 541 0622 W www.ghd.com

0 BID DOCUMENTS HB MP NOV-7-2025

CIVIL

DETAILS

C-502AS NOTED

S. MATTHEWS

J. HAMSHER

B. ANDERSON

T. PARTHEMORE

6" MI

N.

6"

MIN.

6"

MIN.O.D.

DE

PT

H

AS

RE

QU

IR

ED

REFERENCE APPROPRIATE

TRENCH DETAIL

AASHTO NO. 8 OR NO. 57

AGGREGATE BEDDING

FORCE MAIN

R-3 BEDDING

UNDISTURBED EARTH OR ROCK

4'

MI

NI

MU

M

OF

C

OV

ER

DETECTION TAPE

1'-0" 1'-0"O.D.

" M

IN

AG

GR

EG

AT

E O.

D.

6" MI

N.

SURFACE RESTORATION AND

TRENCH BACKFILL AS PER

APPROPRIATE DETAIL

SECURE PIPE USING NO. 5 STEEL

REINFORCING BARS WITH WIRE,

SPACED AS REQUIRED TO

PREVENT PIPE FLOTATION

TYPE B FLOWABLE FILL

PROVIDE MASONRY SUPPORTS

AS REQUIRED TO PREVENT

PIPE MOVEMENT

FORCEMAIN

NOTE:

1. CONCRETE ENCASEMENT TO BE USED WHERE MINIMUM CLEARANCE CANNONT

BE OBTAINED BETWEEN WATERLINE AND SANITARY SEWERS AND STORM SEWER.

ENCASEMENT WILL BE INSTALLED AS DIRECTED BY THE ENGINEER IN THE FEILD.

12"

MIN.

(TYP.)

1'

MI

N.

BE

DD

IN

G

LIM

IT

O F

PI

PE

TRENCH

WIDTH

6"6" O.D.

AG

GR

EG

AT

E

DE

PT

H

VA

RI

ES

5'

MI

NI

MU

M

1'

MI

N.

MIN.

O.

D.

6" (MIN.)

MIN.

DETECTION TAPE

AASHTO NO. 8 OR NO. 57

AGGREGATE BEDDING

PA NO. 2A COARSE AGG. TRENCH BACKFILL MACHINE

TAMPED IN 8" LAYERS TO 100% MIN. COMPACTION PER

ASTM D-698 (STD.) (SEE NOTE)

NOTES:

1. USE MECHANICAL TAMPERS OR OTHER COMPACTION EQUIPMENTACCEPTABLE TO PENNDOT.

2. CONTRACTOR TO REPAIR AND/OR REPLACE EXISTING UNDERDRAIN DAMAGED AS A RESULT OF

THE SANITARY SEWER REPLACEMENT.

PAVING RESTORATION AS

PER APPROPRIATE DETAIL,

FORCE MAIN

UNDISTURBED

EARTH OR ROCK

TO

DE

TE

CT

ION

TA

PE

DETECTION TAPE

LIM

IT

O F

PI

PE

BE

DD

IN

G O.D.

1'- 0"

MIN.

6" O.D.

DE

PT

H

VA

RI

ES

4'

MI

NI

MU

M

MIN.

6"

3' MIN.

5' MAX.

UNDISTURBED

EARTH OR ROCK

FORCE MAIN

AASHTO NO. 8 COARSE

AGGREGATE BEDDING MATERIAL.6" EARTH

8" ROCK

SUITABLE ONSITE SOILS

TRENCH BACKFILL MACHINE

TAMPED BACK- FILL IN 8"

LAYERS

ENTIRE DISTURBED AREA

EXISTING GRADEEXISTING GRADE

6" SIFTED TOPSOIL

1 CONCRETE ENCASEMENT DETAIL

NO SCALE

2 UNSUITABLE MATERIAL EXCAVATION

NO SCALE

TRENCH DETAIL IN LAWN, GRASS

AND RIGHT OF WAY AREAS

NO SCALE

TRENCH DETAIL IN TOWNSHIP

AND PRIVATE ROADS

NO SCALE

REFER TO APPROPRIATE

TRENCH DETAIL

EXISTING GROUND

AND/OR PAVEMENT

6" COMPACTED SUBBASE

2A COARSE AGGREGATE

TRENCH WIDTH

3" (COMPACTED) 2P OR 3P PAVING

MATERIAL (COLD PATCH) OR

SUPERPAVE ASPHALT MIXTURE DESIGN,

WMA BASE COURSE, PG64S-22, 0.3

MILLION TO < 3 MILLION ESAL'S 19mm, 3" DEPTH

TEMPORARY PAVING DETAIL FOR

AND PRIVATE TOWNSHIP ROADS

NO SCALE

SUPERPAVE ASPHALT MIXTURE DESIGN,

5" OF WMA BASE COURSE 25mm, PG64S-22, 0.3 MILLION TO < 3 MILLION ESAL'S

INITIAL SAWCUT

FOR TRENCHING FINAL SAWCUT FOR 1' CUT BACK

NO. 2A COARSE AGGREGATE BACKFILL

FULL DEPTH SAWCUT,

SEAL WITH PG64-22

SEALANT MATERIAL

NOTES:

1. ROAD RESTORATION SHALL CONFORM TO ALL TOWNSHIP REQUIREMENTS.

1'-0"

MIN. WIDTH VARIES

1'-0"

MIN. SUPERPAVE ASPHALT MIXTURE DESIGN,

1-1/2" OF WMA WEARING COURSE 9.5mm, PG64S-22 0.3 MILLION TO < 3 MILLION ESAL'S, SRL-LFULL WIDTH OVERLAY

MEALS DRIVE (PRIVATE ROAD) FULL

DEPTH PAVEMENT RESTORATION DETAIL

NO SCALE

TRENCH

6" MIN. COMPACTED 2A

COARSE AGGREGATE

TRENCH BACKFILL AS PER

TRENCH DETAIL FOR PAVED

OR GRAVEL AREAS

COMPACT AND ADD

SUBBASE (2A) IF

REQUIRED (TYPICAL)

EXISTING GRAVEL

ROAD/DRIVEWAY

5 GRAVEL ROAD/DRIVEWAY RESTORATION DETAIL

NO SCALE

9 SNAKEPIT® ACCESS POINT DETAIL

NO SCALE

PETERSBURG ROAD FULL DEPTH

PAVEMENT RESTORATION DETAIL

NO SCALE

SUPERPAVE ASPHALT MIXTURE DESIGN,

6.5" OF WMA BASE COURSE 25mm, PG64S-22, 0.3 MILLION TO < 3 MILLION ESAL'S

INITIAL SAWCUT

FOR TRENCHING FINAL SAWCUT FOR 1' CUT BACK

NO. 2A COARSE AGGREGATE BACKFILL

FULL DEPTH SAWCUT,

SEAL WITH PG64-22

SEALANT MATERIAL

NOTES:

1. ROAD RESTORATION SHALL CONFORM TO ALL TOWNSHIP REQUIREMENTS.

1'-0"

MIN. WIDTH VARIES

1'-0"

MIN. SUPERPAVE ASPHALT MIXTURE DESIGN,

2" OF WMA WEARING COURSE 12.5mm, PG64S-22 0.3 MILLION TO < 3 MILLION ESAL'S, SRL-MFULL WIDTH OVERLAY

AT-GRADE SNAKEPIT® ACCESS

POINT TO BE INSTALLED

DIRECTLY OVER MAINLINE

#12 AWG COPPERHEAD®

COPPER-CLAD STEEL-RED,

FACTORY CONNECTED TO

GROUND ROD.

DRIVE-IN MAGNESIUM

GROUND ROD

MAINLINE

WIRE CONTINUES

WITH MAINLINE

#12 AWG COPPERHEAD®

COPPER-CLAD STEEL-GREEN (TYP.)

COIL UP TO 1' OF EXTRA RED AND GREEN

WIRE IN ACCESS POINT. RED WIRE IS

FROM GROUND ROD AND GREEN WIRE IS

TRACER WIRE ON MAINLINE.

EXISTING GROUND

AND/OR PAVEMENT

5" OF 25mm BASE FLUSH

TRENCH WIDTH

10 TRENCH PAVING DETAIL

NO SCALE

LOCATION CABLE

LOCATION CABLE

MEALS DRIVE (PRIVATE ROAD)

TRENCH RESTORATION DETAIL

NO SCALE

2A SHOULDER

TACK COAT

12 PUMP STATION PAVING RESTORATION

NO SCALE

SUPERPAVE ASPHALT MIXTURE DESIGN,

5" OF WMA BASE COURSE 25mm, PG64S-22, 0.3 MILLION TO < 3 MILLION ESAL'S

SPAV, WMA, BASE COURSE,

PG 64S-22, 10.0 TO < 30.0 MILLION

ESALS, 25mm, 5" DEPTH

SUPERPAVE ASPHALT MIXTURE DESIGN,

1-1/2" OF WMA WEARING COURSE 9.5mm, PG64S-22 0.3 MILLION TO < 3 MILLION ESAL'S, SRL-L

6" COMPACTED SUBBASE

2A COARSE AGGREGATE

LOCATION CABLE

LOCATION CABLE

0 1"

Bar is one inch on original size sheet

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

Title

ARCH D

Size

Plot Date: Path and Filename: \\ghdnet\ghd\US\Harrisburg\Projects\564\12637903\Digital_Design\ACAD\Sheets\Civil\12637903-GHD-00-DRG-00-ES-001.dwgPlotted By: Shawn Matthews7 November 2025 - 1:25 PM

Sheet No.

SOUTH MIDDLETON TOWNSHIP

MUNCIPAL AUTHORITY

PUMP STATION NO. 4 UPGRADE

M. PICKERING

E. CHEESEMAN 12637903 November 7, 2025

GHD Inc.

225 Grandview Avenue, Suite 403 Camp Hill, Pennsylvania 17011 USA T 1 717 541 0622 W www.ghd.com

0 BID DOCUMENTS HB MP NOV-7-2025

EROSION AND SEDIMENT

CONTROL AND RESTORATION

PLAN - NOTES

CE-001AS NOTED

S. MATTHEWS

A. CHRISTENSEN

B. ANDERSON

H. MYERS

Soil Description The project involves earthmoving in an area of karst geology. The development of a sinkhole during or after construction activities has the potential to cause pollution. Please see Standard Erosion and Sediment Control Plan Note 37 and the Sinkhole Repair Details included on the plan drawings.

Approximate boundaries of the soil-mapping units are shown on the plan drawings. This information is obtained from the United States Department of Agriculture Natural Resource Conservation Service online Web Soil Survey (http://websoilsurvey.nrcs.usda.gov/app/). Soils found within the project area are classified as follows:

Soil limitation resolutions:

· Depth to saturated zone and flooding will be addressed by use of a pumped water filter bag if necessary. Pumped water filter bags must be placed at least 50 feet from any stream banks in well vegetated, flat areas.

· Contractor is required by law to follow OSHA requirements; this will address any limitations associated with unstable excavation walls.

· Dusty/droughty limitations for landscaping will be addressed by supplemental watering if necessary.

· Slope limitations will be addressed by limiting the amount of the soil that is exposed. All areas disturbed during construction shall be stabilized using temporary seeding. An erosion control blanket will be used on all slopes 3H:1V or greater.

Standard Erosion and Sediment (E&S) Control Plan Notes

1. All earth disturbances, including clearing and grubbing as well as cuts and fills shall be done in accordance with the approved E&S plan. A copy of the approved E&S plan drawings must be available at the project site at all times.

2. At least 7 days prior to starting any earth disturbance activities, including clearing and grubbing, the owner and/or operator shall invite all contractors, the landowner, appropriate municipal officials, the E&S plan preparer, and a representative from the local conservation district to an on-site preconstruction meeting.

3. At least 3 days before starting any earth disturbance activities, all contractors involved in those activities shall notify the Pennsylvania One Call System Incorporated at 1-800-242-1776 or 811 for buried utilities locations.

4. All earth disturbance activities shall proceed in accordance with the sequence provided on the plan drawings.

5. The Contractor is responsible for installation and maintenance of all erosion and sediment best management practices (BMPs) and shall assure that the E&S Plan is properly and completely implemented.

6. Areas to be filled are to be cleared, grubbed, and stripped of topsoil to remove trees, vegetation, roots, and other objectionable material.

7.…