7-12662708-Bid-Set (Sealed).pdf

AS NOTED

0 BID DOCUMENTS TP MP 4-3-26

Project

Client

Plot Date: 31 March 2026 - 7:33 AM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12662708-SMTMA 1st St Water Repl\Project Files\01 WIP\Gen\12662708-GHD-00-DRG-00-GN-00001.dwgPlotted By: Brad Anderson

IssueNo. Checked Approved Date Author Drafting Check

Designer Design Check

Project Manager

Project Director

Project No. Date

Path and Filename:

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

0 1"

Bar is 1" on original size sheet GHD Inc.

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

J. HAMSHER

SOUTH MIDDLETON TOWNSHIP

MUNICIPAL AUTHORITY

M. PICKERING

FIRST STREET

WATERMAIN REPLACEMENT

12662708 APR. 2026 1

SOUTH MIDDLETON TOWNSHIP

MUNICIPAL AUTHORITY

FIRST STREET

WATER MAIN REPLACEMENT PROJECT

BID DOCUMENTS

SOUTH MIDDLETON TOWNSHIP, CUMBERLAND COUNTY, PA

APRIL 2026

LOCATION MAP

PROJECT

LOCATION

DRAWING LIST

SHEET No. DWG No. DRAWING TITLE

1 GN-001 COVERSHEET

2 CI-101 KEYPLAN, LEGEND AND GENERAL NOTES

3 CI-201 WATERLINE - PLAN AND PROFILE

4 CI-202 WATERLINE - PLAN AND PROFILE

5 CI-203 WATERLINE - PLAN AND PROFILE

6 CI-501 DETAILS

7 CI-502 DETAILS

8 CI-701 PENNDOT HOP - ENCROACHMENT CHART, NOTES AND PAVING PLAN

9 CI-702 PENNDOT HOP - DETAILS

10 CI-703 PENNDOT HOP - DETAILS

11 CI-704 PENNDOT HOP - DETOUR PLAN

12 CI-801 EROSION AND SEDIMENTATION CONTROL AND RESTORATION PLAN - NOTES

13 CI-802 EROSION AND SEDIMENTATION CONTROL AND RESTORATION PLAN - DETAILS

F

1-800-242-1776 OR 811

S

AC-

P

OT

EBLL

YSN

NEP

NAVL

ENOAI

OYERO

GID

U

ME

.C

NI

SLLAC

TSY

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

SERIAL #ER: #20252881274

CALL BEFORE YOU DIG

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

INDIVIDUAL LOCAL UTILITIES ARE AS FOLLOWS:

UNDERGROUND UTILITIES ACT:

COMPANY: CABLE PROTECTION SERVICES INC

ADDRESS: PO BOX 4816

MIDLOTHIAN, VA. 23112

CONTACT: DEBBIE KING

EMAIL: DEBBIE_KING@CABLEPS.COM

PHONE: 804-562-3409

COMPANY: STAKECENTER

ADDRESS: 7025 ALBERT PICK ROAD

SUITE 600

GREENSBORO, NC. 27409

CONTACT: STAKECENTER DISPATCH

EMAIL: mirasol.garza@brightspeed.com

PHONE: 801-364-1063

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: 717-258-6476EXT. 225

COMPANY: PENNSYLVANIA ELECTRIC CO

ADDRESS: 341 WHITE POND DR

AKRON, OH. 44320

CONTACT: MELLYSSA ADAMS

EMAIL: madams@firstenergycorp.com

PHONE: 330-436-4013

COMPANY: UGI UTILITIES INC

ADDRESS: 1301 AIP DR

MIDDLETOWN, PA. 17057-5987

CONTACT: GEOFFREY FERGUSON

EMAIL: GFERGUSON@UGI.COM

PHONE: 610-807-3118

PROJECT SITE

NOT TO SCALE

VICINITY MAP

HARRISBURG

YORK

LANCASTER

PHILADELPHIA

PITTSBURGH

ERIE

STATE COLLEGE

WILLIAMSPORT

SCRANTON

CHAMBERSBURG

B. ANDERSON

T. PARTHEMORE

T. PARTHEMORE

J. HAMSHER AS NOTED

COVER SHEET

GN-001

PRELIMINARY

http://www.ghd.com

D

S.

R.

SE

GM

EN

T

- 0

OF

FS

ET

0+

S.R. 2003

SEGMENT - 0090

OFFSET - 19+60

S.R. 2003

SEGMENT - 0100

OFFSET - 0+00

S.R. 0174

SEGMENT - 0460

OFFSET - 0+00

S.R. 2037

SEGMENT - 0010

OFFSET - 07+36

S.R. 2003

SEGMENT - 0100

OFFSET - 05+69

S.R. 2003

SEGMENT - 0110

OFFSET - 0+00

S.

R.

SE

GM

EN

T

- 0

OF

FS

ET

4+

S.

R.

SE

GM

EN

T

- 0

OF

FS

ET

0+

S.R. 0174

SEGMENT - 0450

OFFSET - 27+39

HdD

MuB

W Pe

HuA Pe

MuB

M uB

H dD

Pe

Pe

Pe H dD

MuB

AS NOTED

0 BID DOCUMENTS TP MP 4-3-26

Project

Client

Plot Date: 30 March 2026 - 3:15 PM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12662708-SMTMA 1st St Water Repl\Project Files\01 WIP\Civil\Sheets\12662708-GHD-00-DRG-00-CI-00101.dwgPlotted By: Brad Anderson

IssueNo. Checked Approved Date Author Drafting Check

Designer Design Check

Project Manager

Project Director

Project No. Date

Path and Filename:

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

0 1"

Bar is 1" on original size sheet GHD Inc.

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

J. HAMSHER

SOUTH MIDDLETON TOWNSHIP

MUNICIPAL AUTHORITY

M. PICKERING

FIRST STREET

WATERMAIN REPLACEMENT

12662708 APR. 2026

B. ANDERSON

T. PARTHEMORE

B. ANDERSON

J. HAMSHER AS NOTED

CIVIL

GENERAL NOTES, LEGEND

AND KEYPLAN

CI-101

1 KEYPLAN

SCALE: 1' = 60'

0 120'60'

CI-201

CI-202

CI

-2

ROAD CENTERLINE

PROPERTY LINE

UTILITY POLE

BUILDINGS AND STRUCTURES

SSSSSS

EXISTING OVERHEAD WIRES

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING WATER VALVE

EXISTING HYDRANT

W W W EXISTING WATER LINE

STORM INLET

EXISTING SPOT ELEVATION

SOIL TYPE (TYP.)

SOIL TYPE BOUNDARY (APPROXIMATE)

EXISTING GAS LINEG G G

LEGEND: (APPLIES TO ALL DRAWINGS)

ROAD RIGHT OF WAY LINE

X X

TREES

FENCE

INDEX CONTOUR

INTERMEDIATE CONTOUR

EXISTING EASEMENT

W W NEW WATER LINE

GENERAL NOTES: (APPLIES TO ENTIRE JOB)

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 AND ANY ADDITIONAL REQUIREMENTS OF S.

MIDDLETON TOWNSHIP.

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

BACKFILLED AND TEMPORARY PAVED.

8. 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.

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

CONTRACTOR'S EQUIPMENT.

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

WITH THE LATEST STANDARDS OF SMTMA.

11. CONTRACTOR SHALL TEST PIT ALL KNOWN EXISTING UTILITY CROSSINGS PRIOR TO INSTALLING ANY WATER PIPE TO VERIFY EXISTING HORIZONTAL AND VERTICAL ELEVATIONS TO ASSURE NO

CONFLICT.

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

INFORMATION PURPOSES ONLY. SOIL TYPES ENCOUNTERED MAY BE DIFFERENT.

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

SHALL BE REPLACED BY CONTRACTOR'S PROFESSIONAL SURVEYOR.

14. 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.

15. ALL PIPE SHALL BE TESTED IN ACCORDANCE WITH SPECIFICATIONS FOR PRESSURE, BACTERIA

AND CHLORINE (PRE-BACTERIA TEST AND POST DECHLORINATION). ALL SERVICE

CONNECTIONS ARE TO BE MADE AFTER MAIN LINE AS SATISFACTORILY PASSED TESTING.

16. 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.

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

18. ALL CHLORINATED FLUSHING WATER TO BE DECHLORINATED PRIOR TO DISCHARGE TO

SANITARY SEWER SYSTEM.

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

20. EXISTING WATER MAINS ARE TO BE CAPPED AND ABANDONED IN PLACE. ANY PIPE LARGER

THAN 6-INCHES IN DIAMETER SHALL BE FILLED WITH FLOWABLE CONCRETE.

21. NEW CURB STOPS ARE TO BE PLACED AT THE EDGE OF R/W UNLESS OTHERWISE DIRECTED.

22. NEW WATER MAIN WILL BE A MINIMUM OF FOUR (4) TO A MAXIMUM OF SIX (6) FEET DEEP

UNLESS OTHERWISE SHOWN ON THE PROFILE.

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

CONFLICTING UTILITIES WHICH ARE A RESULT OF THESE IMPROVEMENTS.

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

REPLACED/REPAIRED AT THE END OF THE WORK DAY.

25. 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.

W W W EXISTING WATER LINE

LIMIT OF DISTURBANCELOD LOD LOD

INLET PROTECTION

N

SURVEY NOTES:

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

HONOR ENGINEER CO. PERFORMED JUNE 6 THROUGH JUNE 22, 2025.

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).

3. CONTOURS SHOWN ARE FROM FIELD SURVEY. THE VERTICAL DATUM REFERENCED IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88) ESTABLISHED VIA KEYNETGPS VRS (VIRTUAL REFERENCE

STATION SYSTEM).

4. THE RIGHT OF WAY FOR FRONT STREET (S.R. 2037 AND S.R. 2003) VARIES BASED ON COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF HIGHWAYS DRAWINGS FOR CONSTRUCTION AND CONDEMNATION OF

RIGHT OF WAY FOR L.R. 21008 SECTION 2 APPROVED MAY 4, 1961 AND SLD L.R. 21008.

5. THE RIGHT OF WAY FOR WALNUT STREET (S.R. 2003) VARIES BASED ON COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF HIGHWAYS DRAWINGS FOR CONSTRUCTION AND CONDEMNATION OF RIGHT OF WAY FOR L.R. 21008 SECTION 2 APPROVED MAY 4, 1961, COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF HIGHWAYS DRAWINGS FOR CONSTRUCTION AND CONDEMNATION OF RIGHT OF WAY FOR L.R. 21008 SECTION 3 APPROVED JUNE 9, 1959 AND ROAD DOCKET #1 PAGE 36 DATED JULY 1774.

6. THE RIGHT OF WAY FOR WEST 1ST STREET (S.R. 0174) VARIES BASED ON COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF HIGHWAYS DRAWINGS FOR CONSTRUCTION AND CONDEMNATION OF RIGHT OF WAY FOR L.R. 21008 SECTION 3 APPROVED JUNE 9, 1959, AND ROAD DOCKET #1 PAGE 125 DATED

FEBRUARY 1792.

7. THE RIGHT OF WAY FOR EAST 1ST STREET (S.R. 0174) IS 50 FEET BASED ON COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF HIGHWAYS DRAWINGS FOR CONSTRUCTION AND CONDEMNATION OF

RIGHT OF WAY FOR ROUTE NO. 507 SECTION 4 APPROVED JUNE 9, 1954.

8. THE RIGHT OF WAY FOR SECOND STREET (T-539) VARIES BASED ON INFORMATION PROVIDED BY SOUTH

MIDDLETON TOWNSHIP.

9. THE RIGHT OF WAY FOR FRONT STREET (T-545) IS FORTY FEET BASED ON INFORMATION PROVIDED BY

SOUTH MIDDLETON TOWNSHIP.

10. 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.

11. THE LOCATION 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.

12. 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 #20251191144. WATER LINE INFORMATION SHOWN HEREON IS A COMBINATION OF INFORMATION PROVIDED BY SOUTH MIDDLETON

TOWNSHIP MUNICIPAL AUTHORITY AND INFORMATION LOCATED DURING THE FIELD SURVEY.

13. SAN. SEWER LINE INFORMATION SHOWN HEREON IS A COMBINATION OF INFORMATION PROVIDED BY SOUTH MIDDLETON TOWNSHIP MUNICIPAL AUTHORITY AND INFORMATION LOCATED DURING THE FIELD

SURVEY.

COMPOST FILTER SOCKCFS CFS

PLAN PROFILE

CLAY TRENCH PLUG

W W W

EXISTING WATER LINE

(TO BE CAPPED, FILLED AND ABANDONED)

REGISTERED

PE044391E

MARK L. PICKERING

PROFESSIONAL

ENGINEER

C O

M

M O NW E A L T H

O F

P E

N N S Y L V A N

I

A

CFS

CFS CFS

CFS CFS CFS CFS CFS

CFS

0+00

1+00

2+00

3+00

4+00 5+00

6+00

0+00

1+00

2+00

3+00

4+00 5+00

6+00

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

EX. WATERLINE

(TO BE REPLACED

IN PLACE W/ 10" DI)

10" BEND

10" BEND

CONNECT

TO EXISTING

STREAM

CROSSING #1

10" BEND

10" BEND

10x6 TEE

10" BEND

10" BEND

10" GV

4'

MI

N.

10" GV

10x6 HYDRANT

TEE

REPLACE NEW

FIELD-LOC GASKETS FIELD-LOC GASKETS

NEW 10"

INSERT VALVE

(INSTALLED ON

EX. WATERMAIN)

2" TAPPING SADDLE

FOR TEMPORARY

HIGHLINE

2" TAPPING SADDLE

FOR TEMPORARY

HIGHLINE

10" GV

NEW 10"

INSERT

VALVE

W

W

W W

W W

W W

AS NOTED

0 BID DOCUMENTS TP MP 4-3-26

Project

Client

Plot Date: 30 March 2026 - 3:51 PM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12662708-SMTMA 1st St Water Repl\Project Files\01 WIP\Civil\Sheets\12662708-GHD-00-DRG-00-CI-00201.dwgPlotted By: Brad Anderson

IssueNo. Checked Approved Date

Author Drafting Check

Designer Design Check

Project Manager

Project Director

Project No. Date

Path and Filename:

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

0 1"

Bar is 1" on original size sheet GHD Inc.

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

J. HAMSHER

SOUTH MIDDLETON TOWNSHIP

MUNICIPAL AUTHORITY

M. PICKERING

FIRST STREET

WATERMAIN REPLACEMENT

12662708 APR. 2026

B. ANDERSON

T. PARTHEMORE

B. ANDERSON

J. HAMSHER AS NOTED

CIVIL

PLAN AND PROFILE

CI-201

1 PLAN

SCALE: 1' = 30'

N

0 60'30'

1 PROFILE

SCALE: H1" = 30', V1" = 10'

0 20'10'

MATCHLINE SEE DRAW

ING

EX. 10" WATERLINE

(TO BE REPLACED IN

PLACE W/ NEW 10" DIP)

EXISTING

WATERLINE

(TO BE REPLACED

W/ NEW 10" DIP)

NEW WATER SERVICE,

CURB BOX AND STOP

NEW FIRE

HYDRANT,

TEE AND

VALVE

EXISTING FIRE

HYDRANT

(TO BE REPLACED)

INLET

PROTECTION

(TYP.)

FLOWABLE

FILL

FLOWABLE

FILL

STREAM

CROSSING 1

TRENCH PLUG

(TYP.)

TRENCH PLUG

(TYP.)

12" COMPOST

FILTER SOCK

(TYP.)

W

W

EXISTING TAPPING

SLEEVE AND VALVE

(TO BE REMOVED)

NEW 6"

INSERT VALVE

NEW 10" BEND

EX. 10" WATERLINE

(TO BE REPLACED

NEW 10" DIP)

RECONNECT

TO EXISTING

6" DI WATERLINE

RECONNECT

TO EXISTING

10" WATERLINE

NEW 10" BEND

NEW 10x6 TEE W/ 6" G.V.

1 DETAIL

N.T.S.

NEW 10"

INSERT

VALVE

EX. W.S. TO BE

ABANDONED

TEMPORARY

WATER SERVICE

10" GV

EX. W.S. TO BE

ABANDONED

LIMIT OF

DISTURBANCE

(TYP.)

2 CIP LINING OF EXISTING WATERMAIN

N.T.S.

NOTE:

ONLY TO BE USED IF EXISTING WATERMAIN CANNOT

BE REMOVED FROM UNDERNEATH BOX CULVERT.

NEW 10" DI

WATERLINE

NEW 10" DI

WATERLINE

EX. 10" CI

WATERLINE

(TO BE LINED)

MJ RESTRAINED

COUPLING

NEW 10" INSERT VALVE

(INSTALLED ON

EX. WATERMAIN)

NEW 10" INSERT VALVE

(INSTALLED ON

EX. WATERMAIN)

REGISTERED

PE044391E

MARK L. PICKERING

PROFESSIONAL

ENGINEER

C O

M

M O NW E A L T H

O F

P E

N N S Y L V A N

I

6+00 7+00 8+00 8+61

0+

1+

4+04

0+00 1+00 2+00 3+00 4+00 6+00 7+00 8+00 8+61

6+00 7+00 8+00 8+65 0+00 1+00 2+00 3+00 4+004+10

10x8 CROSS

10x6 CROSS

10" BEND

10" BEND

8x6 CROSS

10" DIP

WATERLINE

(TYP.)

10" SLEEVE

EX. 10"

WATERLINE

10" DIP

WATERLINE

(TYP.)

10" BEND

10" BEND

4'

MI

N.

4'

MI

N.

10x6 HYDRANT

TEE

10" GV

REPLACE NEW

FIELD-LOC GASKETS FIELD-LOC GASKETS

FIELD-LOC GASKETS

10" GV

10" GV

FIELD-LOC GASKETS

AS NOTED

0 BID DOCUMENTS TP MP 4-3-26

Project

Client

Plot Date: 30 March 2026 - 4:09 PM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12662708-SMTMA 1st St Water Repl\Project Files\01 WIP\Civil\Sheets\12662708-GHD-00-DRG-00-CI-00201.dwgPlotted By: Brad Anderson

IssueNo. Checked Approved Date

Author Drafting Check

Designer Design Check

Project Manager

Project Director

Project No. Date

Path and Filename:

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

0 1"

Bar is 1" on original size sheet GHD Inc.

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

J. HAMSHER

SOUTH MIDDLETON TOWNSHIP

MUNICIPAL AUTHORITY

M. PICKERING

FIRST STREET

WATERMAIN REPLACEMENT

12662708 APR. 2026

B. ANDERSON

T. PARTHEMORE

B. ANDERSON

J. HAMSHER AS NOTED

CIVIL

CI-202

2 PLAN

N

0 60'30'

2 PROFILE

SCALE: H1" = 30', V1" = 10'

0 20'10'

MA

TC

HL

IN

E

SE

E

DR

AW

IN

G

MATCHLINE SEE DRAWING

NEW 8" DIP

WATERLINE

NEW 10" DIP

WATERLINE

(TYP.)

2 PROFILE

SCALE: H1" = 30', V1" = 10'

W W

W

W

W W

W

W W

W W W W W W W

1 DETAIL

N.T.S.

2 DETAIL

N.T.S.

NEW 10"

INSERT VALVE

W W

W W W W

W

RECONNECT

TO EXISTING

10" WATERLINE

NEW FIRE

iHYDRANT, TEE AND

VALVE

PROPOSED:

1-10x6 CROSS 2-10" G.V.

2-6" G.V.

RECONNECT

TO EXISTING

6" WATERLINE

RECONNECT

TO EXISTING

6" WATERLINE

NEW 6" BEND

NEW 6" BEND

RECONNECT

TO EXISTING

6" WATERLINE

PROPOSED:

1-10x8 CROSS 2-10" G.V.

2-8" G.V.

NEW 6"

INSERT VALVE

NEW 10" BEND

NEW 8" BEND

NEW 6" BEND

NEW 8x6 REDUCER

NEW 8" BEND

EXISTING FIRE

HYDRANT

(TO BE REMOVED)

NEW 10" DIP

WATERLINE

(TYP.)

EX. WATER SERVICE,

CURB BOX AND STOP

(TO BE REPLACED AND

CONNECTED TO NEW

WATERLINE)(TYP.)

EXISTING

WATERLINE

(TO BE FILLED

AND ABANDONED)

NEW FIRE

HYDRANT,

TEE AND

VALVE

EXISTING FIRE

HYDRANT

(TO BE REMOVED)

NEW 8" DIP

WATERLINE

(TYP.)

INLET

PROTECTION

(TYP.)

LIMIT OF

DISTURBANCE

(TYP.)

10" GV

NEW 10"

INSERT

VALVE

FILL PIT

FILL PIT

FILL PIT

6" INSERT VALVE

FILL PIT

6" INSERT VALVE

FILL PIT

NEW WATER SERVICE,

CURB BOX AND STOP

CUT AND CAP

CUT AND CAP

*REMOVE ALL

ABANDONED PIPING

WITHIN INTERSECTION

*REMOVE ALL

ABANDONED PIPING

WITHIN INTERSECTION

CUT/CAP CUT/CAP

EXISTING

WATERLINE

(TO BE FILLED

AND ABANDONED)

FLOWABLE

FILL

REGISTERED

PE044391E

MARK L. PICKERING

PROFESSIONAL

ENGINEER

C O

M

M O NW E A L T H

O F

P E

N N S Y L V A N

I

S.R. 641

SEGMENT - 380

OFFSET - 0+00

6+

7+

8+

8+

0+00 1+00 2+00 3+00

4+00 4+61

0+00

1+

6+

7+

8+

8+61

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

6" BEND

10x8 CROSS

8" BEND

8" GV

8" GV

8" BEND

8" BEND

EX. WATERLINE

(TO BE REPLACED

W/ NEW 8" DI)

6x6 TS&V

6x8 REDUCER

CONNECT TO

EX. 6" WATERLINE

4'

MI

N.

REPLACE NEW

REPLACENEW

(TO BE

REMOVED)

8x6 HYDRANT TEE 8x8

TEE

FIELD-LOC GASKETS FIELD-LOC GASKETS

NEW 10" G.V.

NEW 10" INSERT VALVE

(INSTALLED ON

EX. WATERMAIN)

8x6

REDUCER

(TO BE REMOVED)

AS NOTED

0 BID DOCUMENTS TP MP 4-3-26

Project

Client

Plot Date: 30 March 2026 - 4:24 PM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12662708-SMTMA 1st St Water Repl\Project Files\01 WIP\Civil\Sheets\12662708-GHD-00-DRG-00-CI-00201.dwgPlotted By: Brad Anderson

IssueNo. Checked Approved Date

Author Drafting Check

Designer Design Check

Project Manager

Project Director

Project No. Date

Path and Filename:

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

0 1"

Bar is 1" on original size sheet GHD Inc.

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

J. HAMSHER

SOUTH MIDDLETON TOWNSHIP

MUNICIPAL AUTHORITY

M. PICKERING

FIRST STREET

WATERMAIN REPLACEMENT

12662708 APR. 2026

B. ANDERSON

T. PARTHEMORE

B. ANDERSON

J. HAMSHER AS NOTED

CIVIL

CI-203

3 PLAN

N

0 60'30'

3 PROFILE

SCALE: H1" = 30', V1" = 10'

0 20'10'

MATCHLINE SEE DRAWING

EX. WATER SERVICE,

CURB BOX AND STOP

(TO BE REPLACED AND

CONNECTED TO NEW

WATERLINE)(TYP.)

W

W

W

W

W

W

W

W

W

W

W

W

1 DETAIL

N.T.S.

NEW 6x6 TAPPING

SLEEVE AND VALVE

NEW FIRE

HYDRANT,

TEE AND

VALVE

EXISTING

WATERLINE

(TO BE REMOVED)

EXISTING FIRE

HYDRANT

(TO BE REMOVED)

INLET

PROTECTION

(TYP.)

MATCHLINE SEE DRAWING

LIMIT OF

DISTURBANCE

(TYP.)

INSTALL

BLIND FLANGE

EX. MH 140

(BURIED)

(TO BE RAISED)

EXISTING

WATERLINE

(TO BE REPLACED

W/ NEW 8" DI)

W

W

W

NEW 8x8 TEE

W/ 8" GATE VALVE

NEW 8" DI

WATERLINE

NEW 8"

GATE VALVE

NEW 8"

END CAP

NEW 10" INSERT VALVE

(INSTALLED ON

EX. WATERMAIN)

NEW 10"

GATE VALVE

NEW 8"

GATE VALVE

NEW 8x6 REDUCER

REGISTERED

PE044391E

MARK L. PICKERING

PROFESSIONAL

ENGINEER

C O

M

M O NW E A L T H

O F

P E

N N S Y L V A N

I

Project

Client

Plot Date: 30 March 2026 - 4:29 PM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12662708-SMTMA 1st St Water Repl\Project Files\01 WIP\Civil\Sheets\12662708-GHD-00-DRG-00-CI-00501.dwgPlotted By: Brad Anderson

IssueNo. Checked Approved Date

Author Drafting Check

Designer Design Check

Project Manager

Project Director

Project No. Date

Path and Filename:

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

0 1"

Bar is 1" on original size sheet GHD Inc.

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

J. HAMSHER

SOUTH MIDDLETON TOWNSHIP

MUNICIPAL AUTHORITY

M. PICKERING

FIRST STREET

WATERMAIN REPLACEMENT

12662708 APR. 2026

B. ANDERSON

T. PARTHEMORE

B. ANDERSON

J. HAMSHER AS NOTED

CIVIL

DETAILS

CI-501

6" COMPACTED SUBBASE

2A COARSE AGGREGATE

TRENCH WIDTH

SUPERPAVE ASPHALT MIXTURE DESIGN,

WMA BASE COURSE, PG64-22, 0.3

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

TRENCH DETAIL IN LAWN,

GRASS AND RIGHT OF WAY AREAS

NO SCALE

TEMPORARY PAVING

DETAIL FOR TOWNSHIP ROADS

NO SCALE

COMMON FILL MATERIALS

COMPACTED IN 8" LAYERS

" M

IN

AG

GR

EG

AT

E O.

D.

6" MI

N.

6"

MIN.

6"

MIN.O.D.

DETECTION TAPE SHALL BE

18" BELOW GRADE

LIM

IT

O F

PI

PE

B

ED

DI

NG

DE

PT

H

AS

RE

QU

IR

ED

REFERENCE APPROPRIATE

TRENCH DETAIL

AASHTO NO. 8 OR NO. 57

AGGREGATE BEDDING

WATERLINE

R-3 BEDDING

UNDISTURBED EARTH OR ROCK

4'

MI

NI

MU

M

OF

C

OV

ER

DETECTION TAPE SHALL BE

18" BELOW GRADE

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

CLASS A CONCRETE

PROVIDE MASONRY SUPPORTS

AS REQUIRED TO PREVENT

PIPE MOVEMENT

WATERLINE

NOTE:

1. CONCRETE ENCASEMENT TO BE USED WHERE MINIMUM CLEARANCE CANNOT BE

OBTAINED BETWEEN WATERLINE AND SANITARY SEWERS AND STORM SEWER.

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

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

WATER MAIN

AASHTO NO. 8 COARSE AGGREGATE BEDDING

MATERIAL COMPACTED IN 4" LAYERS.6" EARTH

8" ROCK

PA NO. 2A COARSE AGG.

TRENCH BACKFILL MACHINE

TAMPED BACK- FILL IN 8"

LAYERS

TRENCH DETAIL IN PAVED AREAS AND

WHEN EDGE OF TRENCH LINE IS WITHIN 3

FEET OF THE EDGE OF PAVED SHOULDER

NO SCALE

11 TRENCH DETAIL FOR UNSUITABLE MATERIAL

NO SCALE 10 CONCRETE ENCASEMENT DETAIL

NO SCALE

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

WATER 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

6" SIFTED TOPSOIL

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

7" TOTAL DEPTH

(TOP 1-1/2" TO BE

MILLED/OVERLAYED)

SPAV, WMA, BINDER COURSE,

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

19.0 MM, 2" DEPTH

SPAV, WMA, Base Course, PG 64S-22, 10.0 to < 30.0 million ESALs, 25.0 mm, 5" depth or match existing, whichever is greater

MILL/OVERLAY (WIDTH VARIES)

SPAV, WMA, WEARING COURSE, PG 64S-22,

10.0 TO < 30.0 MILLION ESALS, 12.5 MM,

2" DEPTH, SRL-H

EXISTING

PAVEMENT

SEE

CHART

SEE

CHART

EXISTING DROP OFF

(TYP.)(VARIES 0-4")

SCRATCH/LEVELING COURSE (COMPACTED)

(AS REQUIRED BY ENGINEER)

CLASS E-1 EMULSIFIED ASPHALT TACK COAT

8 FULL WIDTH MILL/OVERLAY DETAIL

NO SCALE 9 TRENCH PAVING RESTORATION DETAIL

NO SCALE

L

L

C

C

OVERLAY

OVERLAY

FIRST PASS OF

PLACED HMA

DEPTH OF COMPACTED NOTCH:

12.5 TO 19

(1/2" TO 3/4")

WEDGE THICKNESS AT EDGE=

NOMINAL MAXIMUM AGGREGATE

SIZE OF MIX

300 50 (12" 2")+- +-

PAINT WITH

PG 64-22

EXISTING

PAVEMENT

EXISTING

PAVEMENT

VARIABLE

SAW CUT OR MILL AND PAINT

WITH PG 64-22 (TYP).

1. USE HIGHER APPROPRIATE CRITERIA IF A CROSS STREET HAS A FUNCTIONAL CLASSIFICATION OF COLLECTORS AND LOCAL ROADS OR HIGHER.

2. USE 85TH PERCENTILE SPEED, IF AVAILABLE. OTHERWISE, USE THE POSTED SPEED.

3. PLACE EDGE FLUSH WITH EXISTING PAVEMENT AND SEAL AS SPECIFIED IN PUBLICATION 408, SECTION 409.3(k)3.

4. CONSTRUCT FLEXIBLE BASE REPLACEMENT IN ACCORDANCE WITH THE REQUIREMENTS OF PUBLICATION 408, SECTION 316.

5. PREPARE EXPOSED VERTICAL AND HORIZONTAL SURFACES AS PER PUBLICATION 408, SECTION 409.3(k).

6. FOR NON-OVERLAY APPLICATIONS, THE TOP 40 (11/2") OF BASE REPLACEMENT WILL BE SUPERPAVE WEARING COURSE.

7. FOR RESTORATION OF RIGID PAVEMENT, REFER TO PUBLICATION 408, SECTION 516 AND RC-26M.

8. FOR SUPERPAVE BASE REPLACEMENT, SAW CUTTING, EXCAVATION, HAULING AND DISPOSAL, BITUMINOUS TACK COAT, BITUMINOUS MATERIAL, AND SEALING

OF THE JOINTS ARE CONSIDERED AS INCIDENTAL.

9. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.

SEE NOTES 5, 6, 7 AND 8

LIMIT OF BASE

REPLACEMENT

150 (6") MIN

DEPTH

SUPERPAVE BASE REPLACEMENT,

FLEXIBLE BASE COURSE

PLAN VIEW

TANGENT SECTION

TWO-LANE, TWO-WAY TRAFFIC AND

TWO-LANE DIRECTIONAL

ORIGINAL

PAVEMENT

ORIGINAL

PAVEMENTORIGINAL

PAVEMENT

ORIGINALPAVEMENT

PLAN VIEW

SUPERELEVATION SECTION

MILL/OVERLAY BUTT DETAIL

PROPOSED

RESURFACING

NO SCALE

ELEVATION

NOTES:

NO SCALE

EXISTING

PAVEMENT

NO SCALE

2" MILL/OVERLAY

LONGITUDINAL NOTCHED WEDGE JOINT SUPERPAVE BASE REPLACEMENT

1 OVERLAY TRANSITIONS

NO SCALE

PROFILE

UNDISTURBED OR WELL

TAMPED EARTH OR

ROCK SUBGRADE

STONE BEDDING

2A STONE

1'1'

FLOWABLE FILL

NEW

WATERLINE

BULKHEAD

FLOWABLE FILL TRENCH DETAIL FOR

CROSSING UNDER AN EXISTING STORM SEWER PIPE

NO SCALE

WWF 6x6-W2.9xW2.9

CONTRACTION JOINT BETWEEN.

EVERY 10 FEET WITH

EXPANSION JOINT MATERIAL

NOTES:

AGGREGATE SUBBASE

4" PA NO. 2A COARSE

4" CONCRETE CLASS A (SIDEWALKS)

WIDTH VARIES

1.

PROVIDE 3" DIA. PVC SLEEVE FOR2.

SIGN INSTALLATION AS REQUIRED.

6" CONCRETE CLASS A (DRIVEWAYS)

CONCRETE

CLASS A

CHAMFER

SPECIFICATIONS, PUBLICATION 408 AND 72.

TO THE LATEST REVISED PA DEPT. OF TRANSPORTATION

ALL CONCRETE CURB TO BE CONSTRUCTED IN ACCORDANCE

NOTE:

4" 2A COARSE

AGGREGATE

PAVING

8"

1'- 2"

SIDEWALK, GROUND

OR MACADAM

8" or

MA

TC

H

EX

IS

TI

NG

(2)-#4 DOWELS

or #6 DOWELS

2 CONCRETE SIDEWALK DETAIL

NO SCALE

5 CONCRETE CURB DETAIL

NO SCALE

REGISTERED

PE044391E

MARK L. PICKERING

PROFESSIONAL

ENGINEER

C O

M

M O NW E A L T H

O F

P E

N N S Y L V A N

I

Project

Client

Plot Date: 30 March 2026 - 4:39 PM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12662708-SMTMA 1st St Water Repl\Project Files\01 WIP\Civil\Sheets\12662708-GHD-00-DRG-00-CI-00501.dwgPlotted By: Brad Anderson

IssueNo. Checked Approved Date

Author Drafting Check

Designer Design Check

Project Manager

Project Director

Project No. Date

Path and Filename:

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

0 1"

Bar is 1" on original size sheet GHD Inc.

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

J. HAMSHER

SOUTH MIDDLETON TOWNSHIP

MUNICIPAL AUTHORITY

M. PICKERING

FIRST STREET

WATERMAIN REPLACEMENT

12662708 APR. 2026

B. ANDERSON

T. PARTHEMORE

B. ANDERSON

J. HAMSHER AS NOTED

CIVIL

DETAILS

CI-502

45°

4'-0" 4'-0" 2'-0"

CBA

10"

DIA.

PIPE PLUG OR TEE

UNDISTURBED EARTH OR ROCK

AASHTO NO. 8 COARSE AGGREGATE

BEDDING MATERIAL COMPACTED IN 4" LAYERS.

NOTE:

1. ALL MJ FITTINGS TO BE WRAPPED IN 40 MIL. PLASTIC PRIOR TO POURING REACTION BACKINGS.

2. ALL VALVES TO HAVE VALVE BOX ALIGNMENT DEVICE.

VALVE

(TYP.) 1'-

0"

VALVE BOX

ADJUSTABLE T

HREE PIECE

4'- 0"

M

IN

PA NO. 2A COARSE AGGREGATE

TRENCH BACKFILL MACHINE

TAMPED BACK- FILL IN 8" LAYERS

CONCRETE

REACTION BACKING

TAPPING

SLEEVE

1'- 0"

C

MIN.

UNDISTURBED EARTH

B

TYPICAL ELEVATION PLUGS PLAN

C MI

N.

UNDISTURBED

EARTH

B-HEIGHT

A-WIDTH

CONCRETE ENCASEMENT DETAIL

1'-0" MIN.

(TYP.)PENN DOT CLASS

A CONCRETE

UNDISTURBED EARTH

C MI

N.

B-HEIGHT

A-WIDTH

TEES PLAN

NOTE:

ALL MJ FITTINGS TO BE WRAPPED IN PLASTIC

PRIOR TO POURING REACTION BACKINGS.

5'

MA

X.

(T

YP

EXISTING ROAD ELEVATION

VALVE BOX

ADJUSTABLE

THREE PIECE

NOTE 2

NOTES:

1. VALVE BOXES AND RISERS WILL BE AS MANUFACTURED BY:

a. BINGHAM AND TAYLOR, b. BIBBY-STE-CROIX FOUNDRIES.

2. PROVIDE EXTENSION TO 3-FEET BELOW SURFACE IF OPERATING NUT IS GREATER

THAN 5-FEET BELOW SURFACE.

3. ALL VALVES TO HAVE VALVE BOX ALIGNMENT DEVICE.

4 TAPPING SLEEVE AND VALVE DETAIL

NO SCALE 2 VALVE BOX DETAIL

NO SCALE

6 HORIZONTAL REACTION BACKING DETAILS

NO SCALE

1/2 CU. YD. PA NO.

2A CRUSHED STONE

SOLID CONCRETE

BLOCKS (TYP.)

HYDRANT

BASE

LOWER

BARREL

SECTION

4'- 0"

M

IN

MIN.

6" GATE VALVE

2'-0"

MEGA LUGS

AT ALL FITTINGS

TEE

HYDRANT

VALVE BOX

HYDRANT

2"

MI

N.

4"

MA

X.

FROM HYDRANT TO

ADJUSTABLE THREE PIECE

18" MIN.

NOTES:

CONTRACTOR TO FIELD VERIFY BURRY DEPTH FOR EACH FIRE HYDRANT.1.

CURB OR EDGE OF ROAD

OR AS DIRECTED BY THE

OWNER

3 FIRE HYDRANT DETAIL

NO SCALE

NEW 6" DIP (FIELD LOK

GASKETS REQUIRED

AT ANY JOINT)

PIPE JOINTS TO BE AVOIDED WHEN POSSIBLE. IF A JOINT EXISTS, FIELD LOK GASKETS ARE REQUIRED AT ALL JOINTS.2.

VALVE BOX

ALIGNMENT

DEVICE

EXISTING WATER MAIN

(TO BE CAPPED, FILLED AND ABANDONED)

MJ RESTRAINED END PLUG OR CAP

1 YARD OF CLASS A

CONCRETE

5 EXISTING WATER MAIN CUT AND CAP DETAIL

NO SCALE

SECTION

SERVICE CONNECTION

IN DRIVEWAY AREAS DETAIL

NO SCALE

LC

WATER MAIN

EXISTING GROUND

NEW CURB BOX

(DEPTH 4 FEET MIN.)

MIN. 6" ALL AROUND

NO. 8 OR NO. 57

COURSE AGGREGATE

BEDDING MATERIAL

1" CORPORATION

NOTES:

1. TAPPING SADDLE - FORD: STAINLESS STEEL STYLE FS-300 SERIES. CORPORATION - FORD

BALLCORP CORPORATION STOP: AWWA, TO 300 PSI. ALL CORPORATIONS TO BE INSTALLED

AT 3 AND 9 O'CLOCK.

2. EXISTING SERVICE SIZE, TYPE AND LOCATION TO BE VERIFIED BY CONTRACTOR.

3. BED ALL SERVICES IN A MINIMUM OF 6" OF MASONRY SAND.

4. LOCATION CABLE SHALL BE SECURED TO WATER MAIN WITH A PIPE CLAMP.

5. TAPPING SADDLE TO BE USED ON SERVICES GREATER THAN 1"Ø, INCLUDING HIGHLINE

CONNECTIONS.

CURB BOX LOCK

CONCRETE BLOCK EARTH SIDE

1" HDPE SERVICE LINE

DETECTION TAPE

LOCATION CABLE

3/4" COPPER

NEW CURB STOP

EXISTING WATER SERVICE

RECONNECT TO EXISTING

1" X 3/4" COUPLING

NEW CURB BOX

VALVE BOX ALIGNMENT DEVICE

LOCATION CABLE

1" HDPE SERVICE LINE (1' MAX.)

SECTION

NEW FRAME AND COVER

(VARIED THICKNESS)

(RUBBER ADJUSTMENT RISERS

ARE PERMITTED FOR PAVED

WHOLE PRECAST CONCRETE

LEVELING RING

AREAS, ONLY)

BACKFILL MATERIAL TO BE

HMA BASE COURSE OR AS

EXISTING AND/OR

FINAL RIM ELEVATION WILL BE COORDINATED WITH THE PENNSYLVANIA DEPARTMENT

NOT ALLOWED.

ALL CONCRETE GRADE RINGS WILL BE ONE(1) PIECE. SPLIT GRADE RINGS ARE

RUBBER GRADE RINGS WILL BE AS MANUFACTURED BY GNR TECHNOLOGIES, INC. OR

NOTES:

2.

3.

1.

OF TRANSPORTATION CONTRACTOR.

DIRECTED

APPROVED EQUAL.

IF WITHIN PADOT LEGAL RIGHT-OF-WAY ALL MATERIAL MUST BE APPROVED BY PADOT.4.

(RAISE EX. MH 140)

EXISTING MANHOLE ADJUSTMENT DETAIL

NO SCALE

DOUBLE APPLICATION OF

PREFORMED FLEXIBLE

PLASTIC JOINT SEALANT

FOR CONCRETE RING.

USE SILKA-FLEX 1A

WHEN USING RUBBER

GRADE RINGS

VALVE BOX

ALIGNMENT

DEVICE

ALL VALVES TO HAVE VALVE BOX ALIGNMENT DEVICE.3.

REGISTERED

PE044391E

MARK L. PICKERING

PROFESSIONAL

ENGINEER

C O

M

M O NW E A L T H

O F

P E

N N S Y L V A N

I

Project

Client

Plot Date: 30 March 2026 - 4:55 PM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12662708-SMTMA 1st St Water Repl\Project Files\01 WIP\Civil\Sheets\12662708-GHD-00-DRG-00-CI-00701.dwgPlotted By: Brad Anderson

IssueNo. Checked Approved Date Author Drafting Check

Designer Design Check

Project Manager

Project Director

Project No. Date

Path and Filename:

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

0 1"

Bar is 1" on original size sheet GHD Inc.

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

J. HAMSHER

SOUTH MIDDLETON TOWNSHIP

MUNICIPAL AUTHORITY

M. PICKERING

FIRST STREET

WATERMAIN REPLACEMENT

12662708 APR. 2026

B. ANDERSON

T. PARTHEMORE

B. ANDERSON

J. HAMSHER AS NOTED

CIVIL

PENNDOT HOP

ENCROACHMENT CHART, NOTES

AND PAVING PLAN

CI-701

0 120'60'

S.R. 2003

SEGMENT - 0090

OFFSET - 15+30

ENCROACHMENT ACTIVITY CHARTS

PENNDOT LOCATION

ENCROACHMENT ACTIVITY DESCRIPTION

S.R. No. SEGMENT OFFSET

S.R. 2003

2003 0110 0+00 TO 2+30 EXISTING 10" WATERMAIN TO BE REPLACED WITH

NEW 10" DIP WATERMAIN

GENERAL NOTES:

1. ALL WORK IN PENNDOT RIGHT-OF-WAY IS TO BE BUILT IN ACCORDANCE WITH:

A. PENNDOT PUBLICATION NUMBER 408 SPECIFICATIONS

B. PENNDOT PUBLICATION NUMBER 34, 35, 41, AND 42 (APPROVED CONSTRUCTION MATERIAL)

C. PENNDOT PUBLICATION NUMBER 72M - STANDARDS OF ROADWAY CONSTRUCTION

D. PENNDOT PUBLICATION NUMBER 148 AND 149

E. PENNDOT PUBLICATION NUMBER 282

F. PENNDOT PUBLICATION NUMBER 213 (PA CODE, CHAPTER 212)

G. PENNDOT PUBLICATION NUMBER 70M

H. PENNDOT PUBLICATION NUMBER 111

I. PENNDOT PUBLICATION NUMBER 13M

J. PENNDOT PUBLICATION NUMBER 236

*BOTH STANDARD AND METRIC LATEST EDITIONS

K. PENNSYLVANIA CODE TITLE 67, CHAPTER 441 AND 459

L. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) - LATEST PENNDOT ADOPTED EDITION

2. THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS, WEEKENDS, AND SPECIAL OR UNFORESEEN EVENTS AND WILL REQUIRE APPROVAL FROM COUNTY OFFICE PRIOR TO

WORKING DURING THESE PERIODS.

3. FOR PERMITS REQUIRING A STATE INSPECTOR, FOLLOWING THE PERMITTEE'S REQUEST TO BEGIN

CONSTRUCTION, ALL WORK WITHIN THE RIGHT OF WAY MUST BE COMPLETED WITHOUT TIME

INTERRUPTIONS.

4. WHERE ROADWAY IMPROVEMENTS OCCUR IN FRONT OF ANOTHER PERSON OR PERSON'S

PROPERTY/FRONTAGE, THE PERMITTEE WILL BE REQUIRED TO PROVIDE EVIDENCE OF THEIR BEING

NOTIFIED OF THE PROPOSED WORK.

5. MATERIAL CERTIFICATIONS MUST BE PROVIDED, BY AN APPROVED MANUFACTURER LISTED IN THE DEPARTMENT'S PUBLICATION 35 BULLETIN 15, FOR ALL MATERIALS AND STRUCTURES WITHIN PENNDOT R/W.

6. FINAL APPROVAL OF THE PROPOSED SAWCUT LOCATION WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE AND WILL BE CONFIRMED AT THE PRE-CONSTRUCTION MEETING. IF THE SAWCUT MUST BE LOCATED WITHIN A TRAVEL LANE, IT WILL BE NECESSARY TO MILL AND OVERLAY THE TRAVEL

LANE TO PREVENT A JOINT IN A WHEEL PATH.

7. MODIFICATIONS TO EXISTING DRAINAGE STRUCTURES MAY RESULT IN THE NEED TO REPLACE THE

STRUCTURE. REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE.

8. CONTRACTOR WILL NOTIFY THE CUMBERLAND COUNTY PENNDOT OFFICE AT 717-243-5414 A MINIMUM OF

THREE WORKING DAYS PRIOR TO THE CLOSING OF THE TRAVEL LANE.

9. PRIOR TO AN OVERLAY, BITUMINOUS OR CONCRETE BASE REPAIR OR JOINT REPLACEMENT MAY BE REQUIRED, REPAIR/REPLACEMENT WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-CHARGE.

1 PAVING PLAN

SCALE: 1' = 50'

N

S.R. 2037

SEGMENT - 0010

OFFSET - 0+00

S.R. 2003

SEGMENT - 0090

OFFSET - 19+60

S.R. 2003

SEGMENT - 0100

OFFSET - 0+00

S.R. 0174

SEGMENT - 0460

OFFSET - 0+00

S.R. 2037

SEGMENT - 0010

OFFSET - 07+36

S.R. 2003

SEGMENT - 0100

OFFSET - 05+69

S.R. 2003

SEGMENT - 0110

OFFSET - 0+00

S.R. 0174

SEGMENT - 0460

OFFSET - 4+30

S.R. 0174

SEGMENT - 0470

OFFSET - 0+00

S.R. 0174

SEGMENT - 0450

OFFSET - 27+39

2003 0110 0+00 TO 2+30 TRENCH RESTORATION

2003 0110 0+60L EXISTING WATER SERVICE AND CURB STOP

(TO BE REPLACED)

TRENCH

RESTORATION

(SEE NOTE 1)

FULL WIDTH

MILL/OVERLAY

FULL WIDTH

MILL/OVERLAY

LIMIT OF WORK

S.R. 0174

SEGMENT - 0450

OFFSET - 27+00

LIMIT OF WORK

S.R. 0174

SEGMENT - 470

OFFSET - 0+23

LIMIT OF WORK

S.R. 2003

SEGMENT - 0110

OFFSET - 2+75

LIMIT OF WORK

NEW 10" DIP

WATERLINE

(TYP.)

PENNDOT LOCATION

ENCROACHMENT ACTIVITY DESCRIPTION

S.R. No. SEGMENT OFFSET

S.R. 2003

00902003 15+55 TO 19+60 NEW 10" DIP WATERMAIN

2003 16+16R, 17+04L, 17+07L, 17+25R, 17+39L, 17+75L, 18+09R, 18+96R

EXISTING WATER SERVICE, CURB STOP AND METER

(TO BE REPLACED)

FULL WIDTH MILL AND OVERLAY AREA2003 15+30 TO 19+60

2003 15+58 TO 19+60 EXISTING 10" WATER MAIN

(TO BE CAPPED, FILLED AND ABANDONED)

NEW FIRE HYDRANT, TEE AND VALVE15+52L2003

NEW 10" INSERTION VALVE15+322003 0090

PENNDOT LOCATION

ENCROACHMENT ACTIVITY DESCRIPTION

S.R. No. SEGMENT OFFSET

S.R. 0174

0174 0450 27+04 TO 27+39 EXISTING 6" WATERMAIN TO BE REPLACED WITH

NEW 6" DIP WATERMAIN

27+00 TO 27+39 FULL WIDTH MILL AND OVERLAY AREA

27+04 6" INSERT VALVE

0174 0450

0174 0450

PENNDOT LOCATION

ENCROACHMENT ACTIVITY DESCRIPTION

S.R. No. SEGMENT OFFSET

S.R. 0174

0174 0460 0+00 TO 0+10, 4+10 TO 4+30 NEW 8" DIP WATER MAIN

0+00 TO 4+21 FULL WIDTH MILL AND OVERLAY AREA

0+00 TO 4+21

0174 0460

0174 0460

EXISTING 8" WATER MAIN

(TO BE CAPPED, FILLED AND ABANDONED)

0+84R, 1+44R, 2+51R, 3+40L0174 0460

EXISTING WATER SERVICE AND CURB STOP

(TO BE REPLACED)

NEW FIRE HYDRANT, TEE AND VALVE3+91R0174 0460

PENNDOT LOCATION

ENCROACHMENT ACTIVITY DESCRIPTION

S.R. No. SEGMENT OFFSET

S.R. 0174

0174 0470 0+00 TO 0+20 NEW 8" DIP WATERMAIN

0+00 TO 0+200174 0470

EXISTING 8" WATERLINE

(TO BE REPLACED)

(TYP.)

EXISTING

10" WATERLINE

(TO BE FILLED

/ABANDONED)

NEW 10" DIP

WATERLINE

(TYP.)

EXISTING

STAMPED PATTERN

(TO BE RESTORED

TO ORIGINAL)

0+00 TO 0+23 FULL WIDTH MILL AND OVERLAY AREA0174 0470

EXISTING 8" WATERMAIN

(TO BE REMOVED)

TRENCH

PATCH

2003 0110 2+66 TO 2+70 PATCH

2003 0110 2+68 10" INSERT VALVE

0+10 TO 4+10 EXISTING 8" WATER MAIN

(TO BE REPLACED W/ NEW 8" DIP WATER MAIN)0174 0460

0+00 TO 0+10, 4+10 TO 4+30 EXISTING 8" WATER MAIN

(TO BE REMOVED)0174 0460

EXISTING BURIED MANHOLE

(FRAME AND COVER TO BE RAISED TO GRADE)2+96L0174 0460

15+96, 17+55, 19+342003 0090 FILL PIT (5'x5')

TRENCH

RESTORATION

(SEE NOTE 1)

NEW 10" DIP

WATERLINE

(TYP.)

TURNBACK LIMIT

TURNBACK

LIMIT

TURNBACK LIMIT

TURNBACK

LIMIT

NOTE:

1. FINAL PAVING MILL AND OVERLAY (0+00 TO 2+75) WILL BE PERFORMED

BY THE TOWNSHIP AS PART OF THE TURNBACK FOR THE ONEWAY

PAIR (N/S) WITH SPUR RAMP AND MOUNTABLE ISLAND PROJECT.

REGISTERED

PE044391E

MARK L. PICKERING

PROFESSIONAL

ENGINEER

C O

M

M O NW E A L T H

O F

P E

N N S Y L V A N

I

Project

Client

Plot Date: 30 March 2026 - 4:55 PM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12662708-SMTMA 1st St Water Repl\Project Files\01 WIP\Civil\Sheets\12662708-GHD-00-DRG-00-CI-00701.dwgPlotted By: Brad Anderson

IssueNo. Checked Approved Date Author Drafting Check

Designer Design Check

Project Manager

Project Director

Project No. Date

Path and Filename:

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

0 1"

Bar is 1" on original size sheet GHD Inc.

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

J. HAMSHER

SOUTH MIDDLETON TOWNSHIP

MUNICIPAL AUTHORITY

M. PICKERING

FIRST STREET

WATERMAIN REPLACEMENT

12662708 APR. 2026

B. ANDERSON

T. PARTHEMORE

B. ANDERSON

J. HAMSHER AS NOTED

CIVIL

PENNDOT HOP

CI-702

3" WMA BASE PAVING MATERIAL (COMPACTED) OR 3" COLD

PATCH PAVING MATERIAL (COMPACTED). COLD PATCH IS TO

BE USED ONLY WHEN WMA BASE MATERIAL IS UNAVAILABLE

DUE TO SEASONAL PLANT SHUTDOWN.

1'-0"

MIN.

TRENCH

MIN.

1'-0"

EXISTING

PAVEMENT

BITUMINOUS TACK COAT

EXISTING

PAVEMENT

L

L

C

C

OVERLAY

OVERLAY

FIRST PASS OF

PLACED HMA

DEPTH OF COMPACTED NOTCH:

12.5 TO 19

(1/2" TO 3/4")

WEDGE THICKNESS AT EDGE=

NOMINAL MAXIMUM AGGREGATE

SIZE OF MIX

300 50 (12" 2")+- +-

PAINT WITH

PG 64-22

EXISTING

PAVEMENT

EXISTING

PAVEMENT

VARIABLE

SAW CUT OR MILL

AND PAINT

WITH PG 64-22 (TYP).

1. USE HIGHER APPROPRIATE CRITERIA IF A CROSS STREET

HAS A FUNCTIONAL CLASSIFICATION OF COLLECTORS AND

LOCAL ROADS OR HIGHER.

2. USE 85TH PERCENTILE SPEED, IF AVAILABLE. OTHERWISE,

USE THE POSTED SPEED.

3. PLACE EDGE FLUSH WITH EXISTING PAVEMENT AND SEAL AS

SPECIFIED IN PUBLICATION 408, SECTION 409.3(k)3.

4. CONSTRUCT FLEXIBLE BASE REPLACEMENT IN

ACCORDANCE WITH THE REQUIREMENTS OF PUBLICATION

408, SECTION 316.

5. PREPARE EXPOSED VERTICAL AND HORIZONTAL SURFACES

AS PER PUBLICATION 408, SECTION 409.3(k).

6. FOR NON-OVERLAY APPLICATIONS, THE TOP 40 (11/2") OF

BASE REPLACEMENT WILL BE SUPERPAVE WEARING

COURSE.

7. FOR RESTORATION OF RIGID PAVEMENT, REFER TO

PUBLICATION 408, SECTION 516 AND RC-26M.

8. FOR SUPERPAVE BASE REPLACEMENT, SAW CUTTING,

EXCAVATION, HAULING AND DISPOSAL, BITUMINOUS TACK

COAT, BITUMINOUS MATERIAL, AND SEALING OF THE JOINTS

ARE CONSIDERED AS INCIDENTAL.

9. ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE

NOTED.

SEE NOTES 5, 6, 7 AND 8 THIS SHEET.

LIMIT OF BASE

REPLACEMENT

150 (6") MIN

DEPTH

SUPERPAVE BASE REPLACEMENT,

FLEXIBLE BASE COURSE

PLAN VIEW

TANGENT SECTION

TWO-LANE, TWO-WAY TRAFFIC AND

TWO-LANE DIRECTIONAL

ORIGINAL

PAVEMENT

ORIGINAL

PAVEMENTORIGINAL

PAVEMENT

ORIGINALPAVEMENT

PLAN VIEW

SUPERELEVATION SECTION

MILL/OVERLAY BUTT DETAIL

PROPOSED

RESURFACING

INITIAL SAWCUT

FOR TRENCHING

FINAL SAWCUT FOR

1' CUT BACK

NO. 2A COARSE

AGGREGATE BACKFILL

NO SCALE

ELEVATION

NOTES:

NO SCALE

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"

5' MIN.

7' MAX.

UNDISTURBED

EARTH OR ROCK

WATER MAIN

AASHTO NO. 8 COARSE AGGREGATE BEDDING

MATERIAL COMPACTED IN 4" LAYERS.

6" EARTH

8" ROCK

PA NO. 2A COARSE AGG.

TRENCH BACKFILL

MACHINE TAMPED BACK-

FILL IN 8" LAYERS

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

TO

DE

TE

CT

ION

TA

PE

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,

SANITARY SEWER,

FORCE MAIN AND/OR

WATER MAIN

UNDISTURBED

EARTH OR ROCK

BITUMINOUS TACK COAT

FINAL RESTORATION

SEE MILL/OVERLAY DETAIL

13" TOTAL DEPTH

(TOP 2" TO BE

MILLED/OVERLAYED)

SPAV, WMA, BINDER COURSE,

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

19.0 MM, 3" DEPTH

SPAV, WMA, Base Course, PG 64S-22, 10.0 to < 30.0 million ESALs,

25.0 mm, 5" depth or match existing, whichever is greater

EXISTING

PAVEMENT

NO SCALE

2" MILL/OVERLAY

6" COMPACTED SUBBASE PA NO.

2A COARSE AGGREGATE

REFERENCE APPROPRIATE

TRENCH DETAIL

EXISTING GROUND

AND/OR PAVEMENT

TRENCH

WIDTH

LONGITUDINAL NOTCHED WEDGE JOINT

SUPERPAVE BASE REPLACEMENT

EXISTING WATER

MAIN TO BE FILLED

W/ FLOWABLE FILL

2" MILL/OVERLAY (WIDTH VARIES)

SPAV, WMA, WEARING COURSE, PG 64S-22,

10.0 TO < 30.0 MILLION ESALS, 12.5 MM,

2.0" DEPTH, SRL-H

EXISTING

PAVEMENT

SHLD.SHLD.

EXISTING DROP OFF (TYP.)

(VARIES 0-4")

SCRATCH/LEVELING COURSE (COMPACTED)

(AS REQUIRED BY ENGINEER)

CLASS E-1 EMULSIFIED ASPHALT TACK COAT

(SR 2003, SEGMENTS 0090)

(SR 0174, SEGMENTS 0450, 0460 & 0470)

PENNDOT FULL WIDTH MILL/OVERLAY DETAIL

NO SCALE

STATE ROAD

TEMPORARY PAVING DETAIL

NO SCALE 1

EXISTING WATER MAIN

TO BE FILLED WITH FLOWABLE FILL

NO SCALE

(SR 2003, SEGMENT 0090, 0110)

(SR 0074, SEGMENT 0450, 0460, 0470)

PENNDOT TRENCH PAVING RESTORATION DETAIL

NO SCALE

3 OVERLAY TRANSITIONS

NO SCALE

TRENCH DETAIL IN PAVED AREAS AND WHEN

EDGE OF TRENCH LINE IS WITHIN

3 FEET OF THE EDGE OF PAVED SHOULDER

NO SCALE 4 TRENCH DETAIL IN STATE ROADS

NO SCALE

8 STAMPED ASHALT CROSSWALK DETAIL

NO SCALE

6' WIDE CROSSWALK

6" WHITE HOT

THERMOPLASTIC

PAVEMENT MARKING

6" WHITE HOT

THERMOPLASTIC

PAVEMENT MARKING

MATCH

EXISTING

SLOPE

SUPERPAVE ASPHALT MIXTURE DESIGN,

WEARING COURSE, PG 64S-22, 0.3 TO <3.0M ESALS,

12.5 MM MIX, 2.0" DEPTH, SRL-E

MILLING, 2.0" DEPTH

TRADITIONAL BRICK PATTERN/COLOR

ASPHALT SURFACE TREATMENT

FOR CROSSWALK

REGISTERED

PE044391E

MARK L. PICKERING

PROFESSIONAL

ENGINEER

C O

M

M O NW E A L T H

O F

P E

N N S Y L V A N

I

Project

Client

Plot Date: 30 March 2026 - 4:55 PM C:\ADSK\ACCDocs\GHD Services Pty Ltd\12662708-SMTMA 1st St Water Repl\Project Files\01 WIP\Civil\Sheets\12662708-GHD-00-DRG-00-CI-00701.dwgPlotted By: Brad Anderson

IssueNo. Checked Approved Date Author Drafting Check

Designer Design Check

Project Manager

Project Director

Project No. Date

Path and Filename:

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

0 1"

Bar is 1" on original size sheet GHD Inc.

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

J. HAMSHER

SOUTH MIDDLETON TOWNSHIP

MUNICIPAL AUTHORITY

M. PICKERING

FIRST STREET

WATERMAIN REPLACEMENT

12662708 APR. 2026

B. ANDERSON

T. PARTHEMORE

B. ANDERSON

J. HAMSHER AS NOTED

CIVIL

PENNDOT HOP

CI-703

SECTION

NEW FRAME AND COVER

(VARIED THICKNESS)

(RUBBER ADJUSTMENT RISERS

ARE PERMITTED FOR PAVED

WHOLE PRECAST CONCRETE

LEVELING RING

AREAS, ONLY)

BACKFILL MATERIAL TO BE

HMA BASE COURSE OR AS

EXISTING AND/OR

FINAL RIM ELEVATION WILL BE COORDINATED WITH THE PENNSYLVANIA DEPARTMENT

NOT ALLOWED.

ALL CONCRETE GRADE RINGS WILL BE ONE(1) PIECE. SPLIT GRADE RINGS ARE

RUBBER GRADE RINGS WILL BE AS MANUFACTURED BY GNR TECHNOLOGIES, INC. OR

NOTES:

2.

3.

1.

OF TRANSPORTATION CONTRACTOR.

DIRECTED

APPROVED EQUAL.

IF WITHIN PADOT LEGAL RIGHT-OF-WAY ALL MATERIAL MUST BE APPROVED BY PADOT.4.

(PAVED AREAS)

EXISTING MANHOLE ADJUSTMENT DETAIL

NO SCALE

DOUBLE APPLICATION OF

PREFORMED FLEXIBLE

PLASTIC JOINT SEALANT

FOR CONCRETE RING.

USE SILKA-FLEX 1A

WHEN USING RUBBER

GRADE RINGS

NEW 10" AND 8"

DIP WATERLINE

5' MI

N.

1" HDPE

SERVICE LINE NEW CURB BOX

1" HDPE

SERVICE LINE

NEW CURB BOX

EXISTING WATER MAIN

(TO BE CAPPED, FILLED AND ABANDONED)

MJ RESTRAINED END PLUG OR CAP

1 YARD OF CLASS A

CONCRETE

SECTION

1/2 CU. YD. PA NO.

2A CRUSHED STONE

SOLID CONCRETE

BLOCKS (TYP.)

HYDRANT

BASE

LOWER

BARREL

SECTION

4'- 0"

M

IN

MIN.

6" GATE VALVE

2'-0"

MEGA LUGS

AT ALL FITTINGS

TEE

HYDRANT

VALVE BOX

HYDRANT

2"

MI

N.

4"

MA

X.

FROM HYDRANT TO

ADJUSTABLE THREE PIECE

18" MIN.

NOTE:

CONTRACTOR TO FIELD VERIFY BURRY DEPTH FOR EACH FIRE HYDRANT.1.

CURB OR EDGE OF ROAD

OR AS DIRECTED BY THE

OWNER

NEW 6" DIP (FIELD LOK

GASKETS REQUIRED

AT ANY JOINT)

PIPE JOINTS TO BE AVOIDED WHEN POSSIBLE. IF A JOINT EXISTS, FIELD LOK GASKETS ARE REQUIRED AT ALL JOINTS.2.

EXISTING WATER MAIN

CUT AND CAP DETAIL

NO SCALE 3 SERVICE CONNECTION DETAIL

NO SCALE 4 FIRE HYDRANT DETAIL

NO SCALE

6 TYPICAL SECTION

NO SCALE

LC

WATER MAIN

EXISTING GROUND

NEW CURB BOX

(DEPTH 4 FEET MIN.)

MIN. 6" ALL AROUND

NO. 8 OR NO. 57

COURSE AGGREGATE

BEDDING MATERIAL

1" CORPORATION

NOTES:

1. TAPPING SADDLE - FORD: STAINLESS STEEL STYLE FS-300 SERIES. CORPORATION - FORD

BALLCORP CORPORATION STOP: AWWA, TO 300 PSI. ALL CORPORATIONS TO BE INSTALLED

AT 3 AND 9 O'CLOCK.

2. EXISTING SERVICE SIZE, TYPE AND LOCATION TO BE VERIFIED BY CONTRACTOR.

3. BED ALL SERVICES IN A MINIMUM OF 6" OF MASONRY SAND.

4. LOCATION CABLE SHALL BE SECURED TO WATER MAIN WITH A PIPE CLAMP.

5. TAPPING SADDLE TO BE USED ON SERVICES GREATER THAN 1"Ø, INCLUDING HIGHLINE

CONNECTIONS.

CURB BOX LOCK

CONCRETE BLOCK EARTH SIDE

1" HDPE SERVICE LINE

DETECTION TAPE

LOCATION CABLE

3/4" COPPER

NEW CURB STOP

EXISTING WATER SERVICE

RECONNECT TO EXISTING

1" X 3/4" COUPLING

NEW CURB BOX

VALVE BOX ALIGNMENT DEVICE

LOCATION CABLE

1" HDPE SERVICE LINE (1' MAX.)

UNDISTURBED EARTH OR ROCK

AASHTO NO. 8 COARSE AGGREGATE

BEDDING MATERIAL COMPACTED IN 4" LAYERS.

NOTE:

1. ALL MJ FITTINGS TO BE WRAPPED IN 40 MIL. PLASTIC PRIOR TO POURING REACTION BACKINGS.

2. ALL VALVES TO HAVE VALVE BOX ALIGNMENT DEVICE.

VALVE

(TYP.) 1'-

0"

VALVE BOX

ADJUSTABLE T

HREE PIECE

4'- 0"

M

IN

PA NO. 2A COARSE AGGREGATE

TRENCH BACKFILL MACHINE

TAMPED BACK- FILL IN 8" LAYERS

CONCRETE

REACTION BACKING

TAPPING

SLEEVE

5 TAPPING SLEEVE AND VALVE DETAIL

NO SCALE

PROFILE

UNDISTURBED OR WELL

TAMPED EARTH OR

ROCK SUBGRADE

STONE BEDDING

2A STONE

1'1'

FLOWABLE FILL

NEW

WATERLINE

BULKHEAD

FLOWABLE FILL TRENCH DETAIL FOR

CROSSING UNDER AN EXISTING STORM SEWER PIPE

NO SCALE

WWF 6x6-W2.9xW2.9

CONTRACTION JOINT BETWEEN.

EVERY 10 FEET WITH

EXPANSION JOINT MATERIAL

NOTES:

AGGREGATE SUBBASE

4" PA NO. 2A COARSE

4" CONCRETE CLASS A (SIDEWALKS)

WIDTH VARIES

1.

PR…