1-12653834-BID-SET.pdf

PDF 9 MB Posted Nov 6, 2025

Attached to: Commerce Street Interceptor Replacement Project
Solicitation number: Not on record
Issued by: Franklin County, Pennsylvania

About this file

Written by GovTribe AI · Nov 7, 2025

This document is a comprehensive set of bid documents for the Hamilton Township Municipal Authority's Commerce Street Interceptor Replacement Project located in Hamilton Township, Franklin County, Pennsylvania. The project involves replacing approximately 1.6 miles of existing sanitary sewer infrastructure along Commerce Street (State Route 4010), with work spanning from offset 0+00 to 32+94. The project includes replacing existing manholes, installing new 21-inch PVC sanitary sewer pipes, reconnecting existing service laterals, abandoning old sewer lines, and performing associated roadway restoration. The project is scheduled for November 2025, with construction activities requiring careful coordination with PennDOT and local utilities, including multiple underground utility providers like West Penn Power, Chambersburg Borough, and Comcast.

The bid documents include detailed engineering plans, erosion and sediment control specifications, traffic control and detour plans, and extensive technical specifications for construction methods. The project will require adherence to Pennsylvania's Underground Utility Line Protection Act, with specific requirements for utility notification and protection. Construction will involve trench excavation, pipe installation, manhole replacements, and comprehensive restoration of roadways and rights-of-way. The project appears to be funded through the municipal authority, with work to be completed under strict regulatory compliance, including PennDOT Publication 408 specifications and Franklin County Conservation District guidelines. The total project budget and specific funding sources are not explicitly stated in the provided documents.

View the file

Other files

File	Type	Posted
3-12653834-CI-203 - Test Pitting Mark-up.pdf	PDF	Nov 6, 2025
4-SUE Test Pitting Summary - June 2025.pdf	PDF	Nov 6, 2025
2-HTMA Commerce St Interceptor Replacement Project Bid Spec Manual.pdf	PDF	Nov 6, 2025
6-Borough of Chambersburg - Green Waste Facility Drawing Set.pdf	PDF	Nov 6, 2025
5-12653834-CI-201 - Test Pitting Mark-up.pdf	PDF	Nov 6, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

HAMILTON TOWNSHIP MUNICIPAL AUTHORITY

COMMERCE STREET

INTERCEPTOR REPLACEMENT PROJECT

HAMILTON TOWNSHIP

FRANKLIN COUNTY, PENNSYLVANIA

BID DOCUMENTS

NOVEMBER 2025

PROJECT No. 12653834

LOCATION MAP

PROJECT

LOCATION

PROJECT SITE

NOT TO SCALE

VICINITY MAP

HARRISBURG

YORK

LANCASTER

PHILADELPHIA

PITTSBURGH

ERIE

STATE COLLEGE

WILLIAMSPORT

SCRANTON

CHAMBERSBURG

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 NUMBERS:

20252953094 (HAMILTON TWP)

20252953093 (CHAMBERSBURG)

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 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:

UNDERGROUND UTILITIES ACT:

COMPANY: HAMILTON TOWNSHIP FRANKLIN COUNTY

ADDRESS: 1270 CROTTLESTOWN RD

CHAMBERSBURG, PA. 17202-9435

CONTACT: JEFFREY ROCKWELL

EMAIL: hamiltontwp@comcast.net

COMPANY: HAMILTON TOWNSHIP MUNICIPAL AUTHORITY

ADDRESS: 1270 CROTTLESTOWN RD

CHAMBERSBURG, PA. 17202

CONTACT: SHARON PURNELL

EMAIL: spurnell@htmapa.com

COMPANY: BEAR VALLEY FRANKLIN COUNTY PA JT AUTH

ADDRESS: 218 SCHOOLHOUSE RD

ST THOMAS, PA. 17252

CONTACT: DOUG WESTOVER

EMAIL: bvwmanager@comcast.net

COMPANY: WEST PENN POWER

ADDRESS: 800 CABIN HILL DR

ROOM B100N

GREENSBURG, PA. 15601

CONTACT: ROBERT PAINTER

EMAIL: rpainte@firstenergycorp.com

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: LUMEN/CENTURYLINK

ADDRESS: 200 TECHNOLOGY DRIVE

PITTSBURGH, PA. 15219

CONTACT: DAN SHENTO

EMAIL: DAN.SHENTO@LUMEN.COM

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 Sheet No.

Title

ARCH D

Size

Sheet of

Plot Date: Path and Filename: G:\564\12653834\Digital_Design\ACAD\Sheets\General\12653834-GHD-00-DRG-00-GN-001.dwgPlotted By: Brad Anderson28 October 2025 - 10:20 AM

11-06-25MCBABID DOCUMENTS0

NOV. 2025

HAMILTON TOWNSHIP

COMMERCE STREET INTERCEPTOR

12653834 13

M. COLLINS

AS NOTEDJ. HAMSHER

B. ANDERSON

M. COLLINS

B. ANDERSON

M. SMITH

MUNICIPAL AUTHORITY

REPLACEMENT PROJECT

GHD Inc.

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

GENERAL

COVERSHEET

GN-001 1

SHEET INDEX

SHEET

COUNT

DRAWING

NUMBER SHEET TITLE

GENERAL

1 G-001 COVERSHEET

CIVIL

2 CI-101 KEYPLAN, LEGEND AND GENERAL NOTES

3 CI-201 PLAN AND PROFILE

4 CI-202 PLAN AND PROFILE

5 CI-203 PLAN AND PROFILE

6 CI-501 DETAILS

7 CI-502 DETAILS

8 CI-503 DETAILS

9 CI-701 EROSION AND SEDIMENT CONTROL AND RESTORATION PLAN - NOTES

10 CI-702 EROSION AND SEDIMENT CONTROL AND RESTORATION PLAN - DETAILS

11 CI-801 PENNDOT HOP - ENCROACHMENT CHART, NOTES AND DETAILS

12 CI-802 PENNDOT HOP - DETAILS

13 CI-803 PENNDOT HOP - DETOUR PLAN

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

SAN SAN SAN SAN

SAN

SAN SAN SAN SAN SAN

SAN

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

Sheet of

Plot Date: Path and Filename: G:\564\12653834\Digital_Design\ACAD\Sheets\Civil\12653834-GHD-00-DRG-00-CI-00101.dwgPlotted By: Brad Anderson5 November 2025 - 11:08 AM

11-06-25MCBABID DOCUMENTS0

NOV. 2025

HAMILTON TOWNSHIP

COMMERCE STREET INTERCEPTOR

12653834 13

M. COLLINS

AS NOTEDJ. HAMSHER

B. ANDERSON

M. COLLINS

B. ANDERSON

M. SMITH

MUNICIPAL AUTHORITY

REPLACEMENT PROJECT

GHD Inc.

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

CIVIL

KEYPLAN, LEGEND

AND GENERAL NOTES

CI-101 2

GENERAL NOTES: (APPLIES TO ENTIRE JOB)

1. CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF ACT 187 WITH PROVISIONS FOR NOTIFICATION OF UTILITIES AND PROTECTION OF

EXISTING UNDERGROUND UTILITIES IN THE VICINITY OF THE PROJECT. THE ONE UNDERGROUND UTILITIES LOCATION CALL NUMBER IS (800) 242-1776.

2. IMPLEMENT EROSION AND SEDIMENTATION CONTROLS SHOWN ON DRAWINGS BEFORE STARTING CONSTRUCTION.

3. MAINTENANCE OF TRAFFIC CONTROL DEVISES SHALL COMPLY WITH PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATIONS 213

AND 408, SECTIONS 107.11 AND 900 RESPECTIVELY.

4. 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 MAY NOT BE 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 DESIGN MAY BE MADE, IF NECESSARY.

5. MANHOLE TOP ELEVATIONS SHOWN ARE APPROXIMATE.

6. 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 ONE-FOOT ABOVE GRADE WHEN INDICATED ON THE DRAWINGS OR WHEN DIRECTED BY THE

ENGINEER.

7. NO TREES SHALL BE REMOVED/CLEARED FROM OUTSIDE OF THE PERMANENT SANITARY SEWER OR DRAINAGE EASEMENT UNLESS

OTHERWISE NOTED.

8. AT THE END OF EACH WORK DAY, THE EXCAVATED TRENCHES SHALL BE COMPLETELY BACKFILLED AND/OR STEEL PLATES SHALL BE PLACED

OVER THE EXCAVATION.

9. TRENCH RESTORATION SHALL INCLUDE BUT NOT LIMITED TO; MISCELLANEOUS DRIVEWAY RESTORATION, SEEDING, SHOULDER RESTORATION, SHRUBBERY, MAIL BOXES, FENCES (INCLUDING BURIED DOG FENCES), PLANTERS, GUARD RAILS, HEAD AND END WALLS, LAWN ORNAMENTS, MISCELLANEOUS LANDSCAPING DECOR, ETC.

10. 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 IF APPLICABLE.

11. CONTRACTOR WILL BE RESPONSIBLE FOR PERMANENT PAVING OF STREET.

12. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING SURFACE OF THE STREET FROM CONTRACTOR'S EQUIPMENT.

13. CONTRACTOR SHALL TEST PIT ALL KNOWN EXISTING UTILITY CROSSINGS PRIOR TO INSTALLING ANY SANITARY SEWER PIPE TO VERIFY

EXISTING HORIZONTAL AND VERTICAL ELEVATIONS TO ASSURE NO CONFLICT.

14. SOIL TYPES SHOWN ARE FROM U.S. DEPARTMENT OF ASCS. THEY ARE SHOWN FOR GENERAL INFORMATION PURPOSES ONLY. SOIL TYPES

ENCOUNTERED MAY BE DIFFERENT.

15. PIPE LENGTH AND PIPE SLOPE SHOWN ON PROFILE ARE CALCULATED BASED ON DISTANCE FROM INSIDE FACE OF MANHOLE TO INSIDE FACE

OF MANHOLE.

16. SEE PENNBID SUPPLEMENTAL SECTION FOR ANY SUE DATA THAT WAS PERFORMED BY HTMA.

CI-203

CI-202

CI-201

KEYPLAN

SCALE: 1" = 120' 0 240'120'

S.R. 4010

SEGMENT - 0240

OFFSET - 0+00

S.R. 4010

SEGMENT - 0240

OFFSET - 32+94

EX. EDGE OF WATER

SOIL TYPE (TYP.)

(APPROXIMATE)

SOIL TYPE BOUNDARY

G G

EX. WATER

EX. GAS

EX. PROPERTY LINE

EX. STORM SEWER

EX. SANITARY SEWER

EX. EXISTING RIGHT-OF-WAY

NEW SANITARY SEWER

(ACTUAL WIDTH)

EX. INDEX CONTOUR

EX. INTERMEDIATE CONTOUR

EX. EDGE OF ROAD

EX. OVERHEAD WIRE

LEGEND:

EX. BUILDINGS AND STRUCTURES

MILL/OVERLAY AREA

STREAM CROSSING

CFSCFS

INLET PROTECTION

COMPOST FILTER SOCK

LOD LOD LOD

TEMPORARY CONSTRUCTION EASEMENT

LIMIT OF DISTURBANCE

100-YEAR FLOOD PLAIN BOUNDARY (FEMA)(DETAILED)

FLOODWAY BOUNDARY (FEMA)

FEMA DATA:

FEMA FLOOD PLAIN AND FLOODWAY BOUNDARIES FROM FEDERAL

EMERGENCY MANAGEMENT AGENCY DIGITAL FLOOD INSURANCE

RATE MAP DATABASE OF FRANKLIN COUNTY, PENNSYLVANIA

100-YEAR FLOOD PLAIN BOUNDARY (FEMA)(NON-DETAILED)

SURVEY NOTES:

1. EXISTING TOPOGRAPHIC CONDITIONS ON THIS PLAN HAVE BEEN ESTABLISHED THROUGH FIELD SURVEY

PERFORMED BY HONOR ENGINEER CO. IN DECEMBER, 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 KEYNET NETWORK GNSS.

3. CONTOURS SHOWN ARE FROM FIELD SURVEY. THE VERTICAL DATUM REFERENCED IS THE NORTH AMERICAN

VERTICAL DATUM OF 1988 (NAVD 88) ESTABLISHED VIA KEYNET NETWORK GNSS.

4. 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.

5. 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.

6. 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. PA ONE

CALLS WERE PERFORMED PRIOR TO FIELD SURVEYING:

CHAMBERSBURG BOROUGH, FRANKLIN COUNTY - SERIAL #20243303142

HAMILTON TOWNSHIP, FRANKLIN COUNTY - SERIAL #20243303143

7. THE LEGAL RIGHT-OF-WAY LINES SHOWN HEREON ARE FROM INFORMATION PROVIDED BY PENNDOT DISTRICT 8, SPECIFICALLY SLD FOR LR 28006 (SR 4010), SHEET 3 OF 3. DIRECTION WAS PROVIDED BY PENNDOT DISTRICT 8 FOR THAT PORTION OF SR 4010 WITHIN CHAMBERSBURG BOROUGH THAT THE GRADED ROAD WIDTH WAS THE RIGHT-OF-WAY. USING EVIDENCE COLLECTED IN THE FIELD, SUCH AS ROAD SIGNS, THE SURVEYOR DETERMINED

THAT A 33-FOOT WIDE RIGHT-OF-WAY SHOULD BE APPLIED.

EX. UNDERGROUND ELECTRIC

FLOODWAY BOUNDARY (50' OFFSET)

UhB

UbB

100-YEAR FLOOD PLAIN

O D

SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN SAN SAN SAN SAN SAN SAN

SAN SAN

SAN

NSA

SAN

0+50.77

1+52.66

4+23.18

6+70.38

10+39.90

LODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

0+00

1+00

2+00

3+00

4+00 5+00

6+00 7+00

8+00 9+00

10+0011+00

S.R. 4010

SEGMENT - 0240

OFFSET - 32+94

EX. MH M02O07

(TO REMAIN,

TO BE CORED

AND TO BE LINED)

21"

EX. MH M02O06

(TO BE REPLACED)

(WTFC)

EX. MH M02O05

(TO BE REPLACED)

(WTFC)

21"

NEW

MH M02O04

21"

NEW

MH M02O04A

NEW

MH M02O03

21"

0+001+002+003+004+005+006+007+008+009+0010+0011+0012+00

EX. M02O04

(TO BE ABANDONED)

EX. M02O03

(TO BE ABANDONED)

45.79LF of 21" PVC @ 1.05%

96.99LF of 21" PVC @ 5.88%

EX. MH M02O06

(TO BE REPLACED)

(WTFC)

EX. MH M02O05

(TO BE REPLACED)

(WTFC)

265.52LF of 21" PVC @ 0.49%

NEW

MH M02O04

242.21LF of 21" PVC @ 0.29% 364.53LF of 21" PVC @ 0.30%

NEW

MH M02O04A

NEW

MH M02O03

219.42LF of 21" PVC @ 0.48%

593.77(NW)

0+00.00

605.7

594.60(NW)

594.25(SE)

0+50.77 606.0

600.65(NW)

600.30(SE)

1+52.66 608.6

602.05(NW)

601.95(SE)

4+23.18 616.0

602.85(NW)

602.75(SE)

6+70.38 620.0

604.05(NW)

603.95(SE)

10+39.90

614.0

18"

MIN.

" M

EX. MH M02O07

(TO REMAIN,

TO BE CORED,

AND TO BE LINED)

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

Sheet of

Plot Date: Path and Filename: G:\564\12653834\Digital_Design\ACAD\Sheets\Civil\12653834-GHD-00-DRG-00-CI-00201.dwgPlotted By: Brad Anderson5 November 2025 - 11:16 AM

11-06-25MCBABID DOCUMENTS0

NOV. 2025

HAMILTON TOWNSHIP

COMMERCE STREET INTERCEPTOR

12653834 13

M. COLLINS

AS NOTEDJ. HAMSHER

B. ANDERSON

M. COLLINS

B. ANDERSON

M. SMITH

MUNICIPAL AUTHORITY

REPLACEMENT PROJECT

GHD Inc.

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

CIVIL

PLAN AND PROFILE

CI-201 3

PLAN

SCALE: 1" = 40'

0 80'40'20'

1 PROFILE

SCALE: H 1" = 40', V 1" = 10'

0 20'10'

0 80'40'20'

-2

INLET

PROTECTION

(TYP.)

INSTALL NEW WYE

BRANCH CONNECTION

AND RECONNECT TO

EXISTING LATERAL

(TYP.)

EX. MH M02O04

(TO BE ABANDONED)

EX. SANITARY SEWER MAIN

(TO BE ABANDONED AND

FILLED W/ FLOWABLE FILL)

EX. SANITARY

SEWER LATERAL (TO BE

ABANDONED AND FILLED

W/ FLOWABLE FILL)

EX. MH M02O03

(TO BE ABANDONED)

EX. SANITARY SEWER

(TO BE CAPPED)

(TYP.)

EXTEND EXISTING

SANITARY SEWER

LATERAL TO NEW

MAIN

NEW 21" PVC

SANITARY SEWER

(TYP.)

EX. 14" AC

SANITARY SEWER

(TO BE REPLACED

W/ NEW 21" PVC)

(TYP.)

NOTES:

1. ALL NEW MANHOLES SHALL BE 5-FEET IN DIAMETER UNLESS

OTHERWISE NOTED.

2. ALL NEW MANHOLES TO BE LINED AFTER PASSING VACUUM

TESTING.

- MILL/OVERLAY AREA

SINGLE LANE

MILL/OVERLAY

INSTALL NEW WYE

BRANCH CONNECTION

AND RECONNECT TO

EXISTING LATERAL

(TYP.)

BkC

UbB

WeD Uu

SAN

SAN SAN SAN SAN

SAN

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN

SAN SAN

SAN

SAN SAN SAN SAN SAN

12+64.31

14+61.65

17+06.13

18+97.12

15+63.87

16+06.40

20+28.20

23+63.70

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LODLOD

LOD

LODLOD

LOD

LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD

CFS

12+00

13+00

14+00

15+00

16+00

17+0018+00

19+0020+00 21+00

22+00

23+00

S.R. 4010

SEGMENT - 0240

OFFSET - 15+00 NEW

MH M02O02

21"

NEW

MH M02O01

21"

EX. MH M02A01

(TO BE REPLACED)

(WTFC)

21"

EX. MH M02A02

(TO BE REPLACED)

21"

NEW

MH M02A03

(WTFC)

21"

NEW

MH M02A03A

(WTFC)

21"

EX. MH M02A04

(TO BE REPLACED)

EX. MH M02O01

(TO BE REMOVED)

EX. MH M02A03

(TO BE ABANDONED)

CFS

13+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+00

EX. MH M02O02

(TO BE REMOVED)EX. MH M02O01

(TO BE REMOVED)

EX. M02A03

(TO BE ABANDONED)

NEW

MH M02O02

192.35LF of 21" PVC @ 0.47%

NEW

MH M02O01

94.72LF of 21" PVC @ 0.48%

NEW

METERING CHAMBER

35.04LF of

21" PVC

@ 0.43%

EX. MH M02A01

(TO BE REPLACED)

(WTFC)

94.73LF of 21" PVC @ 0.48%

EX. MH M02A02

(TO BE REPLACED)

186.00LF of 21" PVC @ 0.46%

NEW

MH M02A03

(WTFC)

126.59LF of 21" PVC @ 0.43%

NEW

MH M02A03A

(WTFC)

331.01LF of 21" PVC @ 0.44%

605.20(NW)

605.10(SE)

12+64.31

617.3

606.20(N)

606.10(SE)

14+61.65

614.0

606.85(N) 606.65(S) 15+63.87

616.2

607.10(W) 607.00(S) 16+06.40

617.4

607.65(NW)

607.55(E) 17+06.13

615.9

608.60(NW)

608.50(SE)

18+97.12

619.8

609.25(NW)

609.15(SE)

20+28.20

620.3

610.80(NW)

610.70(SE)

23+63.70

618.7

219.42LF of 21" PVC @ 0.48%

EX. MH M02A04

(TO BE REPLACED)

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

Sheet of

Plot Date: Path and Filename: G:\564\12653834\Digital_Design\ACAD\Sheets\Civil\12653834-GHD-00-DRG-00-CI-00201.dwgPlotted By: Brad Anderson28 October 2025 - 11:26 AM

11-06-25MCBABID DOCUMENTS0

NOV. 2025

HAMILTON TOWNSHIP

COMMERCE STREET INTERCEPTOR

12653834 13

M. COLLINS

AS NOTEDJ. HAMSHER

B. ANDERSON

M. COLLINS

B. ANDERSON

M. SMITH

MUNICIPAL AUTHORITY

REPLACEMENT PROJECT

GHD Inc.

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

CIVIL

PLAN AND PROFILE

CI-202 4

PLAN

SCALE: 1" = 40'

-2

0 80'40'20'

1 PROFILE

SCALE: H 1" = 40', V 1" = 10'

0 20'10'

0 80'40'20'

-2

NEW

METERING

CHAMBER

18" COMPOST

FILTER SOCK

(TYP.)

EX. MH M02O02

(TO BE REMOVED)

NEW 21" PVC

SANITARY SEWER

(TYP.)

EX. 14" AC

SANITARY SEWER

(TO BE REPLACED

W/ NEW 21" PVC)

(TYP.)

EXISTING SANITARY

SEWER MAIN TO BE

ABANDONED AND FILLED

WITH FLOWABLE FILL

(TYP.)

NEW 21" PVC

SANITARY SEWER

(TYP.)

NOTES:

1. ALL NEW MANHOLES SHALL BE 5-FEET IN DIAMETER UNLESS

OTHERWISE NOTED.

2. ALL NEW MANHOLES TO BE LINED AFTER PASSING VACUUM

TESTING.

3. UTILIZE EXISTING PAVED AREA AS STABILIZED CONSTRUCTION

ENTRANCE. PAVED AREA TO BE RESTORED UPON COMPLETION.

4. REMOVE EXISTING WOODEN BOLLARDS AND INSTALL NEW

STEEL SAFETY BOLLARDS.

5. EXISTING CONCRETE ENCASEMENT TO BE REMOVED.

- MILL/OVERLAY AREA

SINGLE LANE

MILL/OVERLAY

SINGLE LANE

MILL/OVERLAY

FULL WIDTH

MILL/OVERLAY

SEE NOTE 3

SEE NOTE 4

SEE NOTE 5

BkC

BkB BrBUbB

UbB

SAN

SAN SAN

32+91.60

24+81.98

27+92.27

31+93.70

32+86.78

LODLODLODLODLODLODLODLODLOD

LOD

LOD LOD LOD LOD LOD LOD LOD LOD LOD

32+92

24+00

25+00

26+00

27+00

28+00

29+00

30+00

31+00 32+00

S.R. 4010

SEGMENT - 0240

OFFSET - 0+00

21"

EX. M02A05

(TO BE REPLACED)

21"

EX. MH M02A06

(TO BE REPLACED)21"

EX. MH M02A07

(TO BE REPLACED)

18"

NEW

MH M02A08

25+0026+0027+0028+0029+0030+0031+0032+0033+0034+00

EX. MH M02A08

(TO BE REMOVED)

113.29LF of 21" PVC @ 0.44%

EX. MH M02A05

(TO BE REPLACED)

305.32LF of 21" PVC @ 0.66%

EX. MH M02A06

(TO BE REPLACED)

396.43LF of 21" PVC @ 0.62%

EX. MH M02A07

(TO BE REPLACED)

(INSIDE DROP)

(6' DIA.)

88.10LF of 18" PVC @ 1.45%

NEW

MH M02A08

611.40(NW)

611.30(SE)

24+81.98

619.5

613.50(NW)

613.40(SE)

27+92.29

629.0

625.22(NW)

616.81(SW)

615.95(SE)

31+93.70

632.5

626.30(NW)

626.50(SE)

32+86.78

632.7

18"

MIN.

" M

18"

MIN.

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

Sheet of

Plot Date: Path and Filename: G:\564\12653834\Digital_Design\ACAD\Sheets\Civil\12653834-GHD-00-DRG-00-CI-00201.dwgPlotted By: Brad Anderson5 November 2025 - 11:49 AM

11-06-25MCBABID DOCUMENTS0

NOV. 2025

HAMILTON TOWNSHIP

COMMERCE STREET INTERCEPTOR

12653834 13

M. COLLINS

AS NOTEDJ. HAMSHER

B. ANDERSON

M. COLLINS

B. ANDERSON

M. SMITH

MUNICIPAL AUTHORITY

REPLACEMENT PROJECT

GHD Inc.

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

CIVIL

PLAN AND PROFILE

CI-203 5

PLAN

SCALE: 1" = 40'

-2

0 80'40'20'

1 PROFILE

SCALE: H 1" = 40', V 1" = 10'

0 20'10'

0 80'40'20'

EX. MH M02A08

(TO BE REMOVED)

STREAM CROSSING

(PERMIT: GP112803225-006)

STREAM

CROSSING

INLET

PROTECTION

(TYP.)RECONNECT TO

EXISTING

RECONNECT

TO EXISTING

REPLACE LATERAL AND

INSTALL NEW OBSERVATION

TEE. RECONNECT TO

EXISTING BUILDING SEWER.

NEW 21" PVC

SANITARY SEWER

(TYP.)

NEW 21" PVC

SANITARY SEWER

(TYP.)

NOTES:

1. ALL NEW MANHOLES SHALL BE 5-FEET IN DIAMETER UNLESS

OTHERWISE NOTED.

2. ALL NEW MANHOLES TO BE LINED AFTER PASSING VACUUM

TESTING.

FLOODWAY

(50' OFFSET

FROM T.O.B.)

(TYP.)

- MILL/OVERLAY AREA

SINGLE LANE

MILL/OVERLAY

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

NOTES:

4" (M

SECTION

30"

6" (M

STREET

SECTION

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

NOTES:

TYPE 1

TYPE 2

END VIEW

PLAN

PIPE

PLAN

PIPE

RUBBER WEDGE

SECTION

MANHOLE

SECTION

MANHOLE

GASKET

MANHOLE

MANHOLE FRAME AND COVER

HEAVY DUTY SELF SEALING DETAIL

NO SCALE

LEVELING RINGS, CONCRETE RISER

AND BOLTED FRAME DETAILS

NO SCALE

7 MANHOLE PIPE GASKETS

NO SCALE

3/4" DIA. STAINLESS

STEEL STUD W/NUT

AND WASHER: 4" MIN.

(4 BOLTS REQ'D)

6-#4 x 8" EQUALLY

SPACED AROUND

PERIMETER

MANUFACTURED ANCHORING

SYSTEM (HILTI HY-150 OR

APPROVED EQUAL)

POURED CONCRETE RISER (MIN

3,500 PSI, 28 DAY STRENGTH)

APPLY EPOXY BONDING

COMPOUND TO PRECAST

CONCRETE SECTION

APPLY BITUMASTIC SEALER

AROUND PERIMETER OF JOINT

(TYP.)

DOUBLE APPLICATION OF

PREFORMED FLEXIBLE

PLASTIC JOINT SEALANT

THREADED INSERT CAST

INTO TOP SECTION

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 RUBBERLEVELING RINGS

(VARIED THICKNESS)

FLEXIBLE CONNECTOR WITH KORBAND

AND TWO STAINLESS STEEL CLAMPS

RUBBER GASKET CAST INTO

PRECAST PIPE OPENINGS

6" MIN.

5" MIN.

N.6"

(TYP.)

R=1'-0"

3/4

1/2"/FT.

12" CENTERS

5'-0", 6'-0"

(TYP.)

SPACED ON

NO. 8 OR NO. 57 COARSE

AGGREGATE, TAMPED

BASE WITH RISER SECTION

PRECAST REINFORCED CONCRETE

(SEE MANHOLE GASKET DETAIL)

JOINTS SEALED WATERTIGHT

SECTION

CAST INTO TOP

THREADED INSERT

3'- 0"

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

30"

18" MAX. TO TOP STEP

CONCRETE

PLAN

SECTION

ALL STONE GRADATIONS ARE AASHTO

PIPES SHALL PROTRUDE 2" INSIDE

MANHOLE WALL.

CLASSIFICATION.

BOLTING OF MANHOLE FRAME AND

NOTES:

COVER NOT REQUIRED FOR MANHOLES

INSTALLED IN PAVED SURFACES.

EMBEDMENT

CHANNEL

4" MIN. 3/4" DIA.

INSTALLATION

WITH PREFORMED PLASTIC GASKET

MANHOLE FRAMES SHALL BE SET

RESTORATION TO PREVENT

FILTRATION.

(RUB-R-NEK) PRIOR TO

ANTI-FLOTATION

COLLAR ON MANHOLES

(TYP.)

6" MIN.

PRECAST CONCRETE MANHOLE WITH

PRECAST CONCRETE BASE DETAIL

NO SCALE

GASKETS DETAIL)

6" MI

WITH RUBBER GASKET.

(SEE MANHOLE PIPE

PIPE CONNECTION MADE

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)

(TYP.)

MAX.

5'-0"

12" CENTERS

SPACED ON

5'-0", 6'-0"

3 5/8"

INTO TOP SECTION

THREADED INSERT CAST

3'- 0"

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

30"

PLAN

ANTI-FLOTATION

COLLAR ON MANHOLES

(TYP.)

6" MIN.

PRECAST CONCRETE MANHOLE WITH

PRECAST CONCRETE BASE DETAIL

NO SCALE

HEAVY DUTY WATER TIGHT

MANHOLE FRAME AND COVER DETAIL

NO SCALE

DETAIL

SEE ENLARGEMENT

COVER PICK HOLE

(SEE DETAIL)

2 REQ'D. EQUALLY SPACED

MANHOLE

COMPOUND BETWEEN

BETWEEN FRAME AND

PLASTIC SEALING

USE PREFORMED

3/4"

28-3/16"

3/8

LETTERS

1" DIA. CORED HOLE

ON 32-3/4" DIA. BOLT CIRCLE

FLUSH COVER W/

RECESSED PATTERN

FRAME BOLT HOLE

INSERT ANCHORS

USE 3/4" THREADED

4 REQ'D. - EQUALLY SPACED

3/4"

1/4"

3/4" MIN.

NEOPRENE GASKET IN COVER

AS PER PROJECT MANUAL.

(GASKET NOT SHOWN)

CIRCUMFERENTIAL GROOVE

MACHINED FOR 'O' RING

PLAN

1 1 /2" 1/2

COVER PICK HOLE

SECTIONAL ELEVATION

HOLE THRU COVER

5/8" DIA. BOLT

FRAME FOR 1/2"

DRILL AND TAP

DIA. BOLT THREAD

CLEARANCE

2" RAISED

(SEE DETAIL)

NOTE 1

TAPER

RIBS PLAN

5/3 2"

1 3 /8"

1 1 /2"

PLAN

7/8" MIN.

7/32"

3/16" MAX.

AND LOCK WASHER

HEX HEAD BOLT

1/2" DIAMETER

STAINLESS STEEL

COVER BOLT HOLE-FOR WATERTIGHT COVERS

4 REQ'D. EQUALLY SPACED-NOT REQUIRED

WHEN USING STANDARD COVERS

COVER BOLT HOLE

SECTIONAL ELEVATION

NOTES:

ENLARGEMENT DETAIL

(FLAT GASKETS PROHIBITED)

3'-0"

1-1/2"

24"

26-1/4"

INTO TOP SECTION

THREADED INSERT CAST

JOINT SEALANT

FLEXIBLE PLASTIC

OF PREFORMED

DOUBLE APPLICATION

LEVELING RING ADJUSTMENT

6" MAXIMUM ALLOWABLE

(VARIED THICKNESS)

OR RUBBER LEVELING RINGS

WHOLE PRECAST CONCRETE

4" MIN. (4 BOLTS REQ'D)

W/NUT AND WASHER:

STAINLESS STEEL STUD

3/4" DIA.

SECTION

NOTES:

5" MIN. (TYP.) 5'-0" (MIN.)

30"

GASKETS DETAIL)

WITH RUBBER GASKET.

(SEE MANHOLE PIPE

PIPE CONNECTION MADE

PIPE COUPLING

DROP BOWL W/

STAINLESS STEEL

ANCHORS

INSIDE

90° PVC BEND

FLUSH TO MANHOLE

CHANNEL

EXPANSION

BAND W/ S.S.

STAINLESS STEEL

ANCHORS BANDS

TO BE SPACED

EVERY 16"

SECTION

SDR 35 PVC PIPE

REFERENCE SECTION

02605 - MANHOLE

(8" MIN.)

ANTI-FLOTATION

COLLAR ON MANHOLES

(TYP.)

MIN.

1. LETTERING SHALL BE "SANITARY SEWER".

2. ALL MANHOLE FRAMES AND COVERS SHALL BE FOR HEAVY

DUTY TRAFFIC, AASHTO HIGHWAY LOADING CLASS HS-20.

3. MANUFACTURER: EAST JORDAN IRON WORKS: FRAME - NO.

1045ZPT; COVER - NO. 1040APT (4 BOLT).

4. FRAME AND COVER TO HAVE BLACK ASPHALTIC COATINGS.

3 INSIDE DROP MANHOLE DETAIL

NO SCALE

LEVELING RINGS AND BOLTED FRAME

DETAILS

NO SCALE

1. TO BE USED ONLY IN ROW AREAS.

NOT TO BE USED IN PAVED AREAS.

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

Sheet of

Plot Date: Path and Filename: G:\564\12653834\Digital_Design\ACAD\Sheets\Civil\12653834-GHD-00-DRG-00-CI-00501.dwgPlotted By: Brad Anderson28 October 2025 - 11:32 AM

11-06-25MCBABID DOCUMENTS0

NOV. 2025

HAMILTON TOWNSHIP

COMMERCE STREET INTERCEPTOR

12653834 13

M. COLLINS

AS NOTEDJ. HAMSHER

B. ANDERSON

M. COLLINS

B. ANDERSON

M. SMITH

MUNICIPAL AUTHORITY

REPLACEMENT PROJECT

GHD Inc.

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

CIVIL

DETAILS

CI-501 6

PLAN REINFORCED PLASTIC

SECTIONAL ELEVATION

INSIDE FACE

OF MANHOLE

STEEL BAR

#3 DEFORMED

10"

6 3/4"

1 3 /4"

1/2"

(TYPICAL)

IF ANGLES ARE LESS THAN 90 DEGREES

NOTE:

A 5 FOOT OR LARGER DIAMETER MANHOLE

WILL BE USED.

KOR-N-SEAL DETAIL

STRUCTURE

S.S. PIPE CLAMP

SEWER PIPE

PROPOSED ADAPTER

CONCRETE MANHOLE

EXISTING PRECAST

2" MIN.

GROUT

NON-SHRINK

(TW0)

POURED CONCRETE

EXISTING

BASE

KOR-N-SEAL

CORE DRILL OPENING

EXTENDED THROUGH

EXISTING BASE TO FORM NEW

CHANNEL

NOTE:

1. NEW PIPE CHANNEL RECONSTRUCTION IN ACCORDANCE WITH

AUTHORITY REQUIREMENTS.

WALL SLEEVE TO BE 2" GREATER THAN THE DIAMETER OF BUILDING SEWER PIPE AND SEALED WATER TIGHT.

ANY PIPE LESS THAN 3 FEET OF COVER SHALL BE DUCTILE IRON.

LOCATE CURB CLEANOUT BETWEEN CURB AND SIDEWALK, BUT NOT UNDERNEATH ANY CURB SIDE UTILITIES.

CLEANOUT/TEST TEE SPACING IS 90' MAXIMUM.

PIPE SIZES AND MATERIALS TO BE IN ACCORDANCE WITH AUTHORITY REQUIREMENTS.

4" SDR-35 AT 2% MIN. SLOPE

4" SDR-35 PVC

LIMITS OF LATERAL

NOTES:

SERVICE LATERAL DETAIL

REFERENCE APPROPRIATE

SEE NOTE 2

TEST TEE

RISER PIPE

TEE

(TYP.)

5' +/-

LIMITS OF SERVICE LATERAL

2-WAY CLEANOUT

4"x4"x4" SDR-35 PVC

(SEE NOTE 3)

SEWER MAIN

CURB

ELEVATION

BUILDING

WALL

OUTSIDE

NEAR BUILDING

TEST TEE/CLEANOUT

90' MAX.

(TYP.)

NOTE 4

AGGREGATE BEDDING MATERIAL

NO. 8 OR NO. 57 COURSE

MIN. 6" ALL AROUND

LIMITS OF BUILDING SEWER

THERE SHALL BE A 10 FOOT HORIZONTAL SEPARATION BETWEEN WATER SERVICE AND SERVICE LATERAL / BUILDING SEWER.6.

3' MAX.

IF THERE IS NO CURB, LOCATE CLEANOUT AT EDGE OF RIGHT-OF-WAY.

TO INSIDE OF BLDG.

MUST BE AS PER

PIPE FROM CLEANOUT

INTERNATIONAL

PLUMBING CODE

POSSIBLE

SIDEWALK

GRADE

FINISHED

4" RISER PIPE

INTERMEDIATE CLEANOUT,

SET FLUSH WITH FINAL GRADE

(IF NEEDED)(SEE NOTE 7)

OBSERVATION TEE CAP

PROTECTION CASTING, SET

FLUSH WITH FINAL GRADE

PROTECTION CASTING IS ONLY REQUIRED FOR INTERMEDIATE CLEANOUTS LOCATED WITHIN PAVED AREAS OR AREAS7.

CAST IRON (PANELLA TYPE) PUSH-ON CLEANOUT

COVER (TYP.)

(BUILDING CLEANOUT, SET ABOVE FINAL GRADE)

WITH VEHICLE LOADS.

7 MANHOLE STEPS DETAIL

NO SCALE

1 TYPICAL PLAN OF MANHOLE CHANNELS DETAIL

NO SCALE

6 MANHOLE PIPE ADAPTERS DETAIL

NO SCALE

3 BUILDING SEWER DETAIL

NO SCALE

SECTION

PLAN

11"

10"

9 1/4"

11 3/16"

16"

OPEN PICKHOLE

GROOVE

JOINT SEALANT

FLEXIBLE PLASTIC

PREFORMED TONGUE

SECTION

COUNTERSUNK NUT

BRASS CAP WITH

FINAL

CAST IRON

BODY

4" PIPE

RUBBER

GASKET

GRADE

NOTE:

1. ONLY THE BUILDING CLEANOUT COVER SHALL BE ABOVE FINAL GRADE. ALL INTERMEDIATE

CLEANOUT AND OBSERVATION TEE COVERS SHALL BE SET FLUSH WITH FINAL GRADE.

REFER TO APPR0PRIATE DWG'S. FOR CLEANOUT CAP DETAILS.

NOTES:

PLAIN END AND

4" PIPE

CAP PROTECTION CASTING DETAIL

REFERENCE CLEANOUT/OBSERVATION TEE

SEWER/SERVICE

ELEVATION

SWEEPING TEE

SEE PIPE

EXISTING OR NEW

4" BUILDING SEWER

RECONNECTION

DETAIL

PLAIN END

4" RISER

LATERALSEWER

BUILDING

4" EXISTING

PLAIN END PIPE

TO SEWER

MAIN

DETAIL

RECONNECTION

SEE PIPE

TEST CONNECTION/

THREADED CAP

DOUBLE

LOCATE OBSERVATION TEE 5'-0" (MAX.) FROM CURB, OR AT THE CONNECTION POINT BETWEEN SEWER LATERAL

AND BUILDING SEWER IF KNOWN.

5 MANHOLE GASKET DETAIL

NO SCALE

CLEANOUT/OBSERVATION TEE CAP

PROTECTION CASTING DETAIL

NO SCALE

CAST IRON (PANELLA TYPE)

PUSH-ON CLEANOUT COVER DETAIL

NO SCALE

4 OBSERVATION TEE DETAIL

NO SCALE

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

Sheet of

Plot Date: Path and Filename: G:\564\12653834\Digital_Design\ACAD\Sheets\Civil\12653834-GHD-00-DRG-00-CI-00501.dwgPlotted By: Brad Anderson28 October 2025 - 11:33 AM

11-06-25MCBABID DOCUMENTS0

NOV. 2025

HAMILTON TOWNSHIP

COMMERCE STREET INTERCEPTOR

12653834 13

M. COLLINS

AS NOTEDJ. HAMSHER

B. ANDERSON

M. COLLINS

B. ANDERSON

M. SMITH

MUNICIPAL AUTHORITY

REPLACEMENT PROJECT

GHD Inc.

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

CIVIL

DETAILS

CI-502 7

PROVIDE MASONRY

SUPPORTS AS REQUIRED

TO PREVENT PIPE MOVEMENT

SECURE PIPE USING NO.5

STEEL REINFORCING RODS

WITH WIRE, SPACED AS

REQUIRED TO PREVENT

PIPE FLOTATION

6" 6"

1'-0"

PENNDOT

CLASS A (3000 PSI)

CONCRETE

UNDISTURBED

6" MIN.

6" M

12"12"

AASHTO NO. 8 OR NO. 57

AGGREGATE BEDDING

LIM

O F

MIN.

O.D.

MIN.

PA NO. 2A COARSE AGG.

TRENCH BACKFILL MACHINE

TAMPED BACKFILL IN 8" LAYERS

EARTH OR ROCK

PAVING RESTORATION SHALL BE IN ACCORDANCE WITH TOWNSHIP REQUIREMENTS.

NOTES:

UNDISTURBED SUBGRADE

6" MIN.

6" M

FINISH GRADE

12"12"

AASHTO NO. 8 OR NO. 57

AGGREGATE BEDDING

LIM

O F

MIN.

O.D.

MIN.

6" TOPSOIL (MIN.) IN ALL DISTRUBED AREAS

COMMON FILL MATERIALS

COMPACTED IN 8" LAYERS

SANITARY SEWER

6" (MIN.)

12"12"

AASHTO NO. 8 OR NO. 5

COARSE AGGREGATE BEDDING

LIM

O F

MIN.

O.D.

MIN.

8" M

DEPTH AS REQUIRED

R-3 BEDDING

EARTH OR ROCK

STABLE UNDISTURBED

PETO

SANITARY SEWER

EXISTING DRIVEWAY

6" 2A STONE

NOTE:

HMA WEARING COURSE PG64-22

0.3 MILLION TO < 3 MILLION ESAL'S

9.5mm, 1-1/2" DEPTH, SRL-L

WIDTH VARIES

FULL DEPTH SAWCUT,

SEAL WITH PG64-22

SEALANT MATERIAL

(TYP.)

SUPERPAVE ASPHALT MIXTURE DESIGN,

HMA BASE COURSE, PG64-22,

25mm, 4" DEPTH

(SEE NOTE)

PAVEMENT DEPTHS SHOULD BE AS CALLED OUT OR

MATCH EXISTING WHICHEVER IS GREATER.

EXISTING ROAD

CUTBACK

AGGREGATE BACKFILL

NO. 2A COARSE

TRENCH WIDTH

6" 2A SUBBASE

TACK COAT

(TYP.)

FULL DEPTH SAWCUT,

SEAL WITH PG64-22

SEALANT MATERIAL

FINAL SAWCUT FOR

FOR TRENCHING

INITIAL SAWCUT

1' CUT BACK

SUPERPAVE ASPHALT MIXTURE DESIGN,

HMA BASE COURSE, PG64-22,

0.3 MILLION TO < 3 MILLION ESAL'S

25mm, 5" DEPTH

2A COARSE AGGREGATE

EXISTING GROUND

AND/OR PAVEMENT

TRENCH

WIDTH

PAVING MATERIAL (COLD PATCH)

3" (COMPACTED) 2P OR 3P

6" COMPACTED SUBBASE

SUPERPAVE ASPHALT MIXTURE DESIGN,

HMA BASE COURSE, PG64-22,

0.3 MILLION TO < 3 MILLION ESAL'S

19mm, 3" DEPTH

6" MIN.

AGGREGATE

SUPERPAVE ASPHALT MIXTURE DESIGN,

HMA WEARING, PG64-22,

0.3 MILLION TO < 3 MILLION ESAL'S

9.5mm, 1-1/2" DEPTH, SRL-H

DETECTION TAPE

(8" MIN. ABOVE PIPE)

DETECTION TAPE

(8" MIN. ABOVE PIPE)

DETECTION TAPE

(8" MIN. ABOVE PIPE)

9 TRENCH DETAIL IN PAVED AND SIDEWALK AREAS

NO SCALE

10 CONCRETE ENCASEMENT DETAIL

NO SCALE

5 TRENCH DETAIL IN RIGHT-OF-WAY

NO SCALE

6 TEMPORARY PAVING RESTORATION DETAIL

NO SCALE

1 UNSUITABLE MATERIAL EXCAVATION

NO SCALE

2 ASPHALT DRIVEWAY RESTORATION DETAIL

NO SCALE

3 TOWNSHIP ROAD TRENCH RESTORATION DETAIL

NO SCALE

(COMMERCE STREET, SR 4010, SEGMENT 0240)

PENNDOT TRENCH PAVING RESTORATION DETAIL

NO SCALE

6"(MIN.)

FOR BACKFILL REQUIREMENTS

SEE APPROPRIATE TRENCH DETAIL

SEWER PIPE

EXISTING SANITARY

PVC TO ACP CONNECTION USE MECHANICAL JOINT COUPLING

PVC TO CAST IRON CONNECTION USE MECHANICAL JOINT COUPLING

NEW PVC SANITARY SEWER PIPE

UNDISTURBED

SUBGRADE

PVC TO PVC CONNECTION USE PVC REPAIR SLEEVE

PVC TO TCP/VCP CONNECTION USE S.S. ANTI-SHEAR COLLAR RUBBER ADAPTER

DIP/CIP TO DIP/CIP CONNECTION USE MECHANICAL JOINT COUPLING

NOTES:

1. RECONNECTIONS TO BE AIR TESTED IN ACCORDANCE WITH SPECIFICATIONS.

2. MECHANICAL JOINT COUPLINGS TO BE SMITH-BLAIR OR APPROVED EQUAL

NO. 8 OR PA NO. 2A. COARSE

AGGREGATE PIPE BEDDING

MATERIAL, COMPACTED IN 4" LIFTS.

7 PIPE RECONNECTION DETAIL

NO SCALE

50 LB. BAG OF CONCRETE

CENTERED BENEATH JOINT

(NOT REQUIRED IN ROCK

EXCAVATION)

TOP ELEV=±616.5

FINISHED GRADE

PLAN

SECTION

12'-0" 6"6"

INV=___.__INV=___.__

12'-0"

8'- 0"

6" TYP.

LADDER W/ SAFETY BAR

FLOW FLOW

FILL CONCRETE

PRECAST CONCRETE METER CHAMBER DETAIL

(8'-0" x 12'-0" INSIDE DIMENSIONS)

NO SCALE

6" GOOSE NECK VENT

W/ INSECT SCREEN 2'-0"x2'-0" DOUBLE LEAF

ALUMINUM ACCESS HATCH

W/ GUTTER TYPE FRAME (2

PIECE SPRING ASSIST.)

1-1/2"° PVC

HATCH DRAIN

MANHOLE STEPS

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

EMBEDMENT

MODULAR SEAL

OR PIPE GASKET

(TYP.)

SLOPE TO DRAIN

TO OPEN PIPE

SPACED ON

CENTERS

12" MIN. 16"

MAX. (TYP.)

MODULAR SEAL

OR PIPE GASKET

(TYP.)

2'-0"x2'-0" DOUBLE LEAF

ALUMINUM ACCESS HATCH

W/ GUTTER TYPE FRAME (2

PIECE SPRING ASSIST.)

LADDER W/ SAFETY BAR

2 CUBIC

YARDS #57

NEW CLEANOUT

CASTING PROTECTION

19" MIN.

NEW 4" PVC NEW 4" PVC

6" THICK CONCRETE COLLAR

2A STONE

BACKFILL

S19 " M

6" THICK

CONCRETE COLLAR

PLAN

ELEVATION

PUSH-ON COVER

CONCRETE COLLAR FOR

CLEANOUTS/TEES IN PAVED AREAS DETAIL

NO SCALE

REMOVE TOP OF PIPE

12"12" 10'-0"

REMOVE

TOP OF PIPE

1'-0"

MIN.

TRENCH

MIN.

1'-0"

BITUMINOUS TACK COAT

INITIAL SAWCUT

FOR TRENCHING

FINAL SAWCUT FOR

1' CUT BACK

NO. 2A COARSE

AGGREGATE BACKFILL

BITUMINOUS TACK COAT

FINAL RESTORATION

SEE MILL/OVERLAY DETAIL

10" TOTAL DEPTH

(TOP 2" TO BE

MILLED/OVERLAYED)

SPAV, WMA, BASE COURSE,

PG 64S-22, 10.0 TO < 30.0 MILLION ESALS,

25.0 MM, 5" DEPTH (2 LIFTS) OR MATCH

EXISTING, WHICHEVER IS GREATER

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

Sheet of

Plot Date: Path and Filename: G:\564\12653834\Digital_Design\ACAD\Sheets\Civil\12653834-GHD-00-DRG-00-CI-00501.dwgPlotted By: Brad Anderson5 November 2025 - 11:58 AM

11-06-25MCBABID DOCUMENTS0

NOV. 2025

HAMILTON TOWNSHIP

COMMERCE STREET INTERCEPTOR

12653834 13

M. COLLINS

AS NOTEDJ. HAMSHER

B. ANDERSON

M. COLLINS

B. ANDERSON

M. SMITH

MUNICIPAL AUTHORITY

REPLACEMENT PROJECT

GHD Inc.

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

CIVIL

DETAILS

CI-503 8

SOIL DESCRIPTION:

THERE ARE NO KNOWN NATURALLY OCCURRING GEOLOGIC FORMATIONS THAT MAY HAVE THE POTENTIAL TO CAUSE POLLUTION DURING EARTH DISTURBANCE ACTIVITIES.

APPROXIMATE BOUNDARIES OF THE SOIL-MAPPING UNITS ARE SHOWN ON THE ATTACHED DRAWINGS. THIS INFORMATION WAS OBTAINED FROM THE USDA NRCS ONLINE WEB SOIL SURVEY

(HTTP://WEBSOILSURVEY.NRCS.USDA.GOV/APP/).

SOILS FOUND WITHIN THE PROJECT AREA ARE CLASSIFIED AS FOLLOWS:

SOIL LIMITATION RESOLUTIONS:

—SLOPE LIMITATIONS WILL BE ADDRESSED BY LIMITING THE AMOUNT OF THE SOIL THAT IS EXPOSED. DAILY TRENCH EXCAVATION WILL BE LIMITED TO THE LENGTH OF PIPE PLACEMENT AND BACKFILLING THAT CAN BE COMPLETED IN THE SAME DAY. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE STABILIZED USING TEMPORARY SEEDING. AN EROSION CONTROL BLANKET WILL BE USED ON

ALL SLOPES 3:1 OR GREATER.

—DEPTH TO HARD BEDROCK AND LARGE STONE LIMITATIONS WILL BE ADDRESSED BY USE OF ROCK BREAKER, IF NECESSARY, AND ONLY PERFORMED WHEN APPROVED BY THE OWNER AND PENNDOT.

—DEPTH TO SATURATED ZONE AND FLOODING LIMITATIONS 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 OR UNSTABLE URBAN SOILS.

· DUSTY/DROUGHTY LIMITATIONS FOR LANDSCAPING WILL BE ADDRESSED BY SUPPLEMENTAL WATERING IF NECESSARY.

· HYDRIC SOILS OR HYDRIC INCLUSIONS: A WETLAND DELINEATION WAS CONDUCTED AND DETERMINED WETLANDS ARE ABSENT IN THE PROJECT AREA.

EROSION AND SEDIMENTATION BEST MANAGEMENT PRACTICES:

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

DRAWINGS (STAMPED, SIGNED AND DATED BY THE REVIEWING AGENCY) MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES. THE REVIEWING AGENCY SHALL BE NOTIFIED OF ANY CHANGES TO THE APPROVED PLAN PRIOR TO IMPLEMENTATION OF THOSE CHANGES. FRANKLIN COUNTY CONSERVATION DISTRICT MAY REQUIRE A WRITTEN SUBMITTAL OF THOSE CHANGES FOR REVIEW AND

APPROVAL AT ITS DISCRETION.

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, THE PCSM PLAN PREPARER, THE LICENSED PROFESSIONAL RESPONSIBLE FOR OVERSIGHT OF CRITICAL STAGES OF IMPLEMENTATION OF THE PCSM PLAN, AND A REPRESENTATIVE FROM THE LOCAL CONSERVATION DISTRICT TO AN ON-SITE PRECONSTRUCTION MEETING.

3. AT LEAST 3 DAYS PRIOR TO STARTING ANY EARTH DISTURBANCE ACTIVITIES, OR EXPANDING INTO AN AREA PREVIOUSLY UNMARKED, THE PENNSYLVANIA ONE CALL SYSTEM INC. SHALL BE NOTIFIED

AT 1-800-242-1776 FOR THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

4. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE SEQUENCE PROVIDED ON THE PLAN DRAWINGS. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE LOCAL CONSERVATION DISTRICT OR BY THE DEPARTMENT PRIOR TO IMPLEMENTATION.

5. AREAS TO BE FILLED ARE TO BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.

6. CLEARING, GRUBBING, AND TOPSOIL STRIPPING SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE OF THE CONSTRUCTION SEQUENCE. GENERAL SITE CLEARING, GRUBBING AND TOPSOIL STRIPPING MAY NOT COMMENCE IN ANY STAGE OR PHASE OF THE PROJECT UNTIL THE E&S BEST MANAGEMENT PRACTICES (BMPS) SPECIFIED BY THE BMP SEQUENCE FOR THAT STAGE OR

PHASE HAVE BEEN INSTALLED AND ARE FUNCTIONING AS DESCRIBED IN THIS E&S PLAN.

7. AT NO TIME SHALL CONSTRUCTION VEHICLES BE ALLOWED TO ENTER AREAS OUTSIDE THE LIMIT OF DISTURBANCE BOUNDARIES SHOWN ON THE PLAN MAPS. THESE AREAS MUST BE CLEARLY

MARKED AND FENCED OFF BEFORE CLEARING AND GRUBBING OPERATIONS BEGIN.

8. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED AT THE LOCATION(S) SHOWN ON THE PLAN MAPS(S) IN THE AMOUNT NECESSARY TO COMPLETE THE FINISH GRADING OF ALL EXPOSED AREAS THAT ARE TO BE STABILIZED BY VEGETATION. EACH STOCKPILE SHALL BE PROTECTED IN THE MANNER SHOWN ON THE PLAN DRAWINGS. STOCKPILE HEIGHTS SHALL NOT EXCEED 35 FEET. STOCKPILE SLOPES SHALL BE 2H:1V OR FLATTER. FOR THIS PROJECT, AREAS USED FOR STORAGE AND DISPOSAL OF EXCESS EXCAVATED MATERIAL WILL BE

DETERMINED BY THE CONTRACTOR IN CONSULTATION WITH THE TOWNSHIP.

9. IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO MINIMIZE THE POTENTIAL FOR EROSION AND SEDIMENT POLLUTION AND NOTIFY THE LOCAL CONSERVATION DISTRICT AND/OR THE REGIONAL OFFICE

OF THE DEPARTMENT.

10. ALL BUILDING MATERIALS AND WASTES SHALL BE REMOVED FROM THE SITE AND RECYCLED OR DISPOSED OF IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1, AND 287.1 ET. SEQ. NO BUILDING MATERIALS OR WASTES OR UNUSED BUILDING MATERIALS SHALL BE BURNED, BURIED, DUMPED, OR DISCHARGED AT THE SITE.

11. ALL OFF-SITE WASTE AND BORROW AREAS MUST HAVE AN E&S PLAN APPROVED BY THE FRANKLIN COUNTY CONSERVATION DISTRICT OR THE DEPARTMENT FULLY IMPLEMENTED PRIOR TO BEING

ACTIVATED.

12. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE PROPERTY OWNER FOR ANY FILL MATERIAL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE BUT QUALIFYING AS CLEAN FILL DUE TO ANALYTICAL TESTING.

13. ALL PUMPING OF WATER FROM ANY WORK AREA SHALL BE DONE ACCORDING TO THE PROCEDURE DESCRIBED IN THIS PLAN, OVER UNDISTURBED VEGETATED AREAS.

14. VEHICLES AND EQUIPMENT SHALL NOT ENTER OR LEAVE THE PROJECT AREA UNLESS THROUGH AN APPROVED ENTRANCE/EXIT DESIGNED TO CONTROL SEDIMENT TRACKED OFF SITE SUCH AS A ROCK

CONSTRUCTION ENTRANCE.

15. UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT (E&S) BMPS SHALL BE MAINTAINED PROPERLY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT BMPS AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, REMULCHING AND RENETTING MUST BE PERFORMED IMMEDIATELY. IF THE E&S BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE INSTALLED WILL BE REQUIRED.

16. A LOG SHOWING DATES THAT E&S BMPS WERE INSPECTED AS WELL AS ANY DEFICIENCIES FOUND AND THE DATE THEY WERE CORRECTED SHALL BE MAINTAINED ON THE SITE AND BE MADE

AVAILABLE TO REGULATORY AGENCY OFFICIALS AT THE TIME OF INSPECTION.

17. SEDIMENT TRACKED ONTO ANY PUBLIC ROADWAY OR SIDEWALK SHALL BE RETURNED TO THE CONSTRUCTION SITE BY THE END OF EACH WORK DAY AND DISPOSED IN THE MANNER DESCRIBED IN THIS PLAN. IN NO CASE SHALL THE SEDIMENT BE WASHED, SHOVELED, OR SWEPT INTO ANY ROADSIDE DITCH, STORM SEWER, OR SURFACE WATER.

18. ALL SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN THE MANNER DESCRIBED ON THE PLAN DRAWINGS.

19. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 3 TO 5 INCHES -- 6 TO 12 INCHES ON COMPACTED SOILS -- PRIOR TO PLACEMENT OF TOPSOIL. AREAS TO BE VEGETATED SHALL HAVE A MINIMUM 4 INCHES OF TOPSOIL IN PLACE PRIOR TO SEEDING AND MULCHING. FILL OUTSLOPES SHALL HAVE A MINIMUM OF 2 INCHES OF TOPSOIL.

20. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES.

21. ALL EARTHEN FILLS SHALL BE PLACED IN COMPACTED LAYERS NOT TO EXCEED 9 INCHES IN THICKNESS.

22. FILL MATERIALS SHALL BE FREE OF FROZEN PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OBJECTIONABLE MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF

SATISFACTORY FILLS.

23. FROZEN MATERIALS OR SOFT, MUCKY, OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS.

24. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES.

25. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN OR OTHER APPROVED METHOD.

26. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY UPON REACHING FINISHED GRADE. CUT SLOPES IN COMPETENT BEDROCK AND ROCK FILLS NEED NOT BE VEGETATED.

SEEDED AREAS WITHIN 50 FEET OF A SURFACE WATER, OR AS OTHERWISE SHOWN ON THE PLAN DRAWINGS, SHALL BE BLANKETED ACCORDING TO THE STANDARDS OF THIS PLAN.

27. IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE IN ANY AREA OR SUBAREA OF THE PROJECT, THE OPERATOR SHALL STABILIZE ALL DISTURBED AREAS. DURING NON-GERMINATING MONTHS, MULCH OR PROTECTIVE BLANKETING SHALL BE APPLIED AS DESCRIBED IN THE PLAN. AREAS NOT AT FINISHED GRADE, WHICH WILL BE REACTIVATED WITHIN 1 YEAR, MAY BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY STABILIZATION SPECIFICATIONS. THOSE AREAS WHICH WILL NOT BE REACTIVATED WITHIN 1 YEAR SHALL BE STABILIZED IN ACCORDANCE WITH THE PERMANENT

STABILIZATION SPECIFICATIONS.

28. PERMANENT STABILIZATION IS DEFINED AS A MINIMUM UNIFORM, PERENNIAL 70% VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED EROSION. CUT AND FILL SLOPES SHALL BE CAPABLE OF RESISTING FAILURE DUE TO SLUMPING, SLIDING, OR OTHER MOVEMENTS.

29. E&S BMPS SHALL REMAIN FUNCTIONAL AS SUCH UNTIL ALL AREAS TRIBUTARY TO THEM ARE PERMANENTLY STABILIZED OR UNTIL THEY ARE REPLACED BY ANOTHER BMP APPROVED BY THE LOCAL

CONSERVATION DISTRICT OR THE DEPARTMENT.

30. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION

DISTRICT FOR AN INSPECTION PRIOR TO REMOVAL/CONVERSION OF THE E&S BMPS.

31. AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST BE REMOVED OR CONVERTED TO PERMANENT POST CONSTRUCTION STORMWATER MANAGEMENT BMPS. AREAS DISTURBED DURING REMOVAL OR CONVERSION OF THE BMPS SHALL BE STABILIZED IMMEDIATELY. IN ORDER TO ENSURE RAPID REVEGETATION OF DISTURBED AREAS, SUCH REMOVAL/CONVERSIONS ARE TO BE DONE ONLY DURING THE GERMINATING SEASON.

32. UPON COMPLETION OF ALL EARTH DISTURBANCE ACTIVITIES AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, THE OWNER AND/OR OPERATOR SHALL CONTACT THE LOCAL CONSERVATION

DISTRICT TO SCHEDULE A FINAL INSPECTION.

33. FAILURE TO CORRECTLY INSTALL E&S BMPS, FAILURE TO PREVENT SEDIMENT-LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE, OR FAILURE TO TAKE IMMEDIATE CORRECTIVE ACTION TO RESOLVE FAILURE OF E&S BMPS MAY RESULT IN ADMINISTRATIVE, CIVIL, AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE DEPARTMENT AS DEFINED IN SECTION 602 OF THE PENNSYLVANIA CLEAN STREAMS LAW. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR

CRIMINAL PENALTIES FOR EACH VIOLATION.

34. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ANY MATERIAL BROUGHT ON SITE IS CLEAN FILL OR IS OTHERWISE AUTHORIZED FOR USE ON THE PROJECT SITE. FORM FP-001, CERTIFICATION OF CLEAN FILL, MUST BE COMPLETED AND SUBMITTED TO DEP (ELECTRONICALLY ON THE DEP WEBSITE) PRIOR TO MOVEMENT OF CLEAN FILL TO THE RECEIVING SITE. FORM FP-001 MUST BE COMPLETED AND SUBMITTED REGARDLESS OF WHETHER SAMPLING AND ANALYSIS ARE PERFORMED AS PART OF ENVIRONMENTAL DUE DILIGENCE. BOTH THE DONOR SITE AND THE RECEIVING SITE MUST RETAIN COPIES OF THE COMPLETED FORM FP-001 FOR A PERIOD OF FIVE (5) YEARS.

GENERAL STAGING OF CONSTRUCTION ACTIVITIES:

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE. DEVIATION FROM THAT SEQUENCE MUST BE APPROVED IN WRITING FROM THE FRANKLIN COUNTY CONSERVATION DISTRICT PRIOR TO IMPLEMENTATION. EACH STAGE SHALL BE COMPLETED AND IMMEDIATELY STABILIZED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING, GRUBBING AND TOPSOIL STRIPPING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE.

AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES (INCLUDING CLEARING AND GRUBBING), THE OWNER AND/OR OPERATOR SHALL INVITE ALL…

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 Nov 7, 2025.