2-Project Drawings IFB 4662.018.pdf

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Entech Engineering - Printed: May. 15, 2026 H:\0004662.018\04-CAD\SheetFiles\HOP\SHEET 1.dwg

MT. PENN BOROUGH MUNICIPAL AUTHORITY

200 N. 25TH STREET

READING, PA 19606

SCALE: AS NOTED PROJECT NO. 4662.018

CHK'D BY: MDWDRAWN BY: MAH APPROVED BY: SER

DATE: 05/15/2026

REG. PROFESSIONAL ENGINEER

DATE: 05/15/2026

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DRAWING INDEX

SHEET NO. DRAWING DESCRIPTION/TITLE LAST REVISED

1 OF 11 DRAWING INDEX, DRAWING CONVENTIONS AND MAP -

2 OF 11 PENNDOT TRAFFIC CONTROL NOTES -

3 OF 11 GENERAL PROJECT NOTES AND LEGEND -

4 OF 11 RESTORATION DETAILS -

5 OF 11 EXISTING CONDITIONS PLAN -

6 OF 11 OLEY TURNPIKE ROAD PLAN AND PROFILE (STA 0+00 TO STA 2+89) -

7 OF 11 CONSTRUCTION DETAILS -

8 OF 11 CONSTRUCTION DETAILS -

9 OF 11 EROSION AND SEDIMENTATION CONTROL NOTES -

10 OF 11 EROSION AND SEDIMENTATION CONTROL DETAILS -

11 OF 11 EROSION AND SEDIMENTATION CONTROL DETAILS -

DRAWING INDEX, DRAWING CONVENTIONS AND MAP

REFERENCE LEGEND

DETAIL

INDICATOR

?-501

SCALE:1 1" = 1'-0"

DRAWING TITLE

IDENTIFICATION NUMBER/LETTER

DRAWING TITLE

SHEET KEYNOTE

SYMBOL

DRAWING NUMBER

DETAIL NUMBER

TEXT

INDICATES EXISTING

CONDITIONS/

FEATURES

INDICATES NEW

WORK/FEATURES

DISTRICT COUNTY

5-0 BERKS

TOWNSHIP BOROUGH ROUTE

ST. LAWRENCE- 2034

SECTION TOTAL SHEETS

S.R. 2034 (OLEY TURNPIKE ROAD)

FROM STA. 0+00 TO 2+89 LENGTH 289 FT., 0.05 MI.

FROM SEG 0010 OFFSET 1577

TO SEG 0020 OFFSET 0269

HOP

TYPE 5 MAP LEGEND

TYPE 10 LOCATION MAP

ISSUED FOR BIDDING:

MT. PENN BOROUGH MUNICIPAL AUTHORITY

OLEY TURNPIKE ROAD

WATER MAIN REPLACEMENT

ST. LAWRENCE BOROUGH, BERKS COUNTY, PENNSYLVANIA

EPS APPLICATION NUMBER 401234

PROJECT AREA

LIMIT OF WORK

STA. 2+89

SR 2034

SEG 0020 OFFSET 0269

MT PENN BOROUGH

BERKS COUNTY

LIMIT OF WORK

STA. 0+00

SR 2034

SEG 0010 OFFSET 1577

MT PENN BOROUGH

BERKS COUNTY

DATE REV NO. REVISIONS APPD

0 500 1,000 1,500 2,000

1" = 500 FEET

INDEX MAP PROJECT AREA

TOLL

SER005/15/2026 BIDDING

DESIGN PA ONE CALL

UTILITY RESPONSE ADDRESS CONTACT INFORMATION CONTACT PERSON PHONE NUMBERS

WINDSTREAM 1450 CENTER POINT RD

HIAWATHA, IA. 52233 locate.desk@windstream.com LOCATE DESK

PERSONNEL

(800) 289-1901

CABLE PROTECTION

SERVICES INC

PO BOX 4816

MIDLOTHIAN, VA. 23112 debbie_king@cableps.com DEBBIE KING (804) 562-3409

PENNSYLVANIA ELECTRIC CO 341 WHITE POND DRIVE

AKRON, OH. 44320 madams@firstenergygroup.com MELLYSSA ADAMS (330) 252-4013

MOUNT PENN BOROUGH

MUNICIPAL AUTHORITY

200 N 25TH STREET

READING, PA. 19606 mhauck@mtpennwater.com MATT HAUCK (610) 779-4900

ENERGY TRANSFER 1300 MAIN STREET

HOUSTON, TX. 77002 saul.shaw@energytransfer.com SAUL SHAW (713) 989-7342

SAINT LAWRENCE BOROUGH OF 135 N PROSPECT STREET

READING, PA. 19606 drhoads@stlawboro.us DERREK RHOADS (610) 779-1430

PENNSYLVANIA AMERICAN

WATER

171 W JOHNSON HWY

NORRISTOWN, PA. 19401 siti.yearwood@amwater.com SITI YEARWOOD (610) 292-3575

SERVICE ELECTRIC

CABLEVISION INC

PO BOX 8

BIRDSBORO, PA. 19508 mike.spayd@secv.com MIKE SPAYD (610) 582-5317

UGI UTILITY INC 225 MORGANTOWN RD

READING, PA. 19611 kzielaskowski@ugi.com KURT

ZIELASKOWSKI

(610) 736-5571

VERIZON PENNSYLVANIA LLC 1call-verizon-pade@verizon.com OFFICE

PERSONNEL

1-800-242-1776

(TOLL FREE)

"Pa. Law requires advance notification"

PA ONE CALL FOR DESIGN

COORDINATE PA PROJECT #: 15550641

1-800-242-1776

PE

NN

SY

LV

AN

IA ONE CALL SYSTEM

, INC

STOP-CALL BEFORE YOU D

IG

SERIAL NUMBERS ISSUED:

20261192879 (FINAL, 04/29/2026)

S.R. 2034 (OLEY TURNPIKE ROAD)

TRAFFIC DATA

HIGHWAY CLASSIFICATION - URBAN CURRENT A.D.T. - 9,083 (2026)

MINOR ARTERIALS DESIGN YEAR A.D.T. - 9,340 (2031)

COLLECTORS

LOCAL ROADS

DESIGN SPEED - 35 MPH D.H.V. - 687

PAVEMENT WIDTH - NB 15 - 18' D - 64

SB 15' - 18' T - 5

SHOULDER WIDTH - NB 0' K - 8

SB 0' TRUCK - 3%

DESIGN DESIGNATION

PENNDOT TRAFFIC CONTROL NOTES

1. ALL WORK IN AND ALONG PENNDOT RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH PENNDOT

REQUIREMENTS MODIFIED ONLY AS SHOWN IN THE CONTRACT DOCUMENTS. WORK SHALL BE IN

ACCORDANCE BUT NOT BE LIMITED TO THE FOLLOWING DOCUMENTS:

CH 459 OCCUPANCY OF HIGHWAYS BY UTILITIES

PUB 282 HIGHWAY OCCUPANCY PERMIT HANDBOOK

PUB 213 (67 PA CODE, CHAPTER 212) WORK ZONE TRAFFIC CONTROL

PUB 408 SPECIFICATIONS

PUB 34, 35, 41, AND 42

PUB 72M

PUB 148 AND 149

PUB 70M

PUB 111

PUB 13M

PUB 236

PENNSYLVANIA CODE TITLE 67, CHAPTERS 441 AND 459

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) - LATEST PENNDOT

ADOPTED EDITION

2. THIS PERMIT MAY BE RESTRICTED ON WORK HOURS AND TIMES FOR HOLIDAYS, WEEKENDS, AND SPECIAL OR UNFORESEEN EVENTS AND WILL REQUIRE APPROVAL FROM THE 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 SHALL BE COMPLETED WITHOUT TIME

INTERRUPTIONS.

4. 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

RIGHT-OF-WAY.

5. ALL SLOPE MEASUREMENTS WILL BE INSPECTED AND VERIFIED WITH A 2 FOOT SMART LEVEL.

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 PENNDOT PRESS OFFICE AT 610-871-4555 A MINIMUM OF THREE WORKING

DAYS PRIOR TO THE CLOSING OF TRAVEL LANES.

9. CONSTRUCT ALL PROPOSED PEDESTRIAN FACILITIES ON THESE PLANS TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT, PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG), AND THE ADA

ACCESSIBILITY GUIDELINES (ADAAG).

10. 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.

11. DETAILS OTHER THAN THOSE INDICATED, ARE ON THE FOLLOWING STANDARD DRAWINGS:

RC-28M - SEPT. 15, 2016

12. THREE WORKING DAYS PRIOR TO EXCAVATION, THE CONTRACTOR MUST CONTACT THE PA ONE CALL SYSTEM, INC., PHONE 1-800-242-1776, SERIAL NO. 20261192879 FOR ST. LAWRENCE BOROUGH, BERKS

COUNTY.

13. THE LEGAL RIGHT-OF-WAY ON SR 2034 OFFSET 1627 SEGMENT 0010 TO OFFSET 0219 SEGMENT 0020 IS 60

FEET, BASED ON PLAN OF DRAWINGS FOR CONSTRUCTION.

14. TRAFFIC CONTROLS ARE RECOMMENDATIONS ONLY BASED ON ANTICIPATED CONSTRUCTION CONDITIONS.

THE REFERENCED TRAFFIC CONTROL FIGURES ON THIS DRAWING ARE FOR CONVENIENCE ONLY. ACTUAL CONSTRUCTION CONDITIONS WILL VARY. THE CONTRACTOR IS RESPONSIBLE TO ASSURE ALL TRAFFIC CONTROL WORK AT ALL TIMES IS IN ACCORDANCE WITH PENNDOT PUB #212 AND PUB #213 FOR TRAFFIC

CONTROL REQUIREMENTS REFER TO SPECIFICATIONS SECTION 01570.

15. ALL OPENINGS ON PENNDOT HIGHWAYS MUST BE FULL DEPTH SAW CUT.

16. EXISTING DRAINAGE PATTERNS ARE TO BE MAINTAINED. CONTRACTOR SHALL INSTALL THE NECESSARY

DRAINAGE CONTROLS TO INSURE NO INCREASED FLOW IS DIRECTED ONTO STATE RIGHT-OF-WAY.

EXISTING DRAINAGE CHARACTERISTICS ARE TO REMAIN AS FINAL.

17. LINE PAINTING DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS PART OF CONTRACTORS

RESTORATION IN THIS CONTRACT.

18. TRENCH TO BE BACKFILLED AND BITUMINOUS PAVEMENT CONSTRUCTION AS DIRECTED BY THE

DEPARTMENT INSPECTOR.

19. PROVIDE 2A COURSE AGGREGATE IN PENNDOT RIGHT-OF-WAY ALONG STATE ROADWAY.

20. SURFACE RESTORATION (MINIMUM REQUIREMENTS:) SIX (6") INCHES 2A COARSE AGGREGATE (OR MATCH

EXISTING, WHICHEVER IS GREATER), FIVE (5") INCHES SUPERPAVE (OR MATCH EXISTING, WHICHEVER IS GREATER) , ASPHALT DESIGN 25.0mm BASE, PG 64S-22, 3 TO 30 MILLION ESALS, TWO & ONE-HALF (2 1/2") INCHES SUPERPAVE 19.00 MM, PG 64S-22, 3 TO 30 MILLION ESALS, BITUMINOUS BINDER COURSE, TWO (2") INCHES SUPERPAVE, ASPHALT DESIGN 9.5mm WEARING, PG 64S-22, 3 TO 30 MILLION ESALS, SRL-H WEARING COURSE. SHOULDERS TO MATCH TYPICAL SURFACE RESTORATION SECTION AS DETAILED ABOVE.

21. THE ASSIGNED PENNDOT INSPECTOR WILL MAKE FINAL DETERMINATION OF THE LIMITS OF ANY RESTORATION, AS WELL AS THE LIMITS OF MILLING AND OVERLAY, DEEMED APPLICABLE TO THIS PERMIT.

22. GRADE ADJUSTMENTS OF ALL UTILITIES ON THE STATE ROAD INCLUDING INLET GRATES WILL BE THE

RESPONSIBILITY OF THE PERMITTEE.

23. 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.

THE CONTRACTOR SHALL REFERENCE PENNDOT PUBLICATION 213

(RECOMMENDED 6-1-10) AND UTILIZE THE FOLLOWING PATA DIAGRAMS:

· PATA 107

· PATA 109-G

THE WATER LINE REPLACEMENT WORK IS EXPECTED TO BE COMPLETED

WITHIN 60 DAYS OF THE START DATE. LINE TESTING, TIE-INS, AND

CONCRETE ENCASEMENT AT STREAM CROSSING WILL REQUIRE AN

ADDITIONAL 2 WEEKS. PAVING AND OTHER RESTORATION WILL REQUIRE 1

WEEK AFTER PENNDOT IS SATISFIED WITH THE TRENCH STABILIZATION.

THE CONTRACTOR SHALL REFERENCE PENNDOT PUBLICATION

408.1. THIS WORK CONSISTS OF THE MAINTENANCE OF TRAFFIC AND THE PROTECTION OF THE

TRAVELING PUBLIC APPROACHING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF

CONSTRUCTION.

2. THE SAFETY FOR PEDESTRIANS WILL ALSO BE MAINTAINED AT ALL TIMES OF CONSTRUCTION

AND APPROACHING THE CONSTRUCTION AREA.

3. FURNISH, ERECT, PLACE, AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES. MAINTAIN

TRAFFIC DURING HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES IN ACCORDANCE WITH

THE METHODS INDICATED ON THESE DRAWINGS AND:

A. THE SPECIAL PROVISIONS OF THE CONTRACT.

B. PENNSYLVANIA CODE, TITLE 67, PUB 213, WORK ZONE TRAFFIC CONTROL.

C. PENNSYLVANIA CODE, TITLE 67, CHAPTER 212, OFFICIAL TRAFFIC CONTROL DEVICES.

D. PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATION No. 35, APPROVED

CONSTRUCTION MATERIALS (BULLETIN 15).

E. PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATION No. 408.

F. PENNSYLVANIA CODE, TITLE 67, PUB 111, TRAFFIC CONTROL PAVEMENT MARKINGS AND

SIGNING STANDARDS.

G. PENNSYLVANIA CODE, TITLE 67, PUB 236 HANDBOOK OF APPROVED SIGNS.

4. IMMEDIATELY UPON COMPLETION OF THE WORK, REMOVE THE DEVICES AND SIGNS. THE

DEPARTMENT WILL REMOVE ANY SIGNS AND DEVICES ERECTED BY THE DEPARTMENT.

5. THE INSPECTOR ASSIGNED BY PENNDOT WILL INSPECT ALL TRAFFIC CONTROL DEVICES PRIOR

TO START OF WORK.

6. COVER OR REMOVE ALL SIGNS NOT IN USE AND ALL CONFLICTING SIGNS AND ALL CONFLICTING

PAVEMENT MARKINGS.

7. ALL SIGNS TO BE MOUNTED ON TYPE III BARRICADES UNLESS OTHERWISE NOTED.

8. ALL SIGNS TO BE IN NEW OR LIKE NEW CONDITION AND MAINTAINED AS SUCH.

9. DRIVEWAYS ARE TO BE KEPT ACCESSIBLE AT ALL TIMES. LOCATE ALL SIGNS SO THAT SIGHT

DISTANCE WILL NOT OBSTRUCT AT DRIVEWAYS AND SIDE STREETS.

10. ALL LONG TERM ADVANCE WARNING SIGNS TO BE TYPE VIII SHEETING ON FREEWAY OR

EXPRESSWAY PROJECTS, AND TYPE III SHEETING ON OTHER CONSTRUCTION PROJECTS.

11. CONTRACTOR IS TO NOTIFY LOCAL EMERGENCY UNITS (POLICE, FIRE, MEDICAL, ETC.),

BUSINESSES, SCHOOL DISTRICT, AND THE GENERAL PUBLIC AT LEAST ONE WEEK PRIOR TO

THE START OF WORK.

12. MAINTAIN ALL OFFICIAL EXISTING ROADWAY SIGNS.

13. THIS TRAFFIC CONTROL PLAN DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITY

AS SPECIFIED IN 901.3 OF PENNDOT PUB. 408.

14. USE THE CHANNELIZING DEVICES THROUGHOUT THE PROJECT.

15. SIGN EACH FLAGGING OPERATION.

16. ALL SHORT-TERM SUPPORTS AND ALL TRAFFIC CONTROL DEVICES ARE TO BE NCHR 350

APPROVED.

17. FOR ALL DROPOFFS GREATER THAN 2", PROVIDE A 3:1 SLOPE OF SUBBASE MATERIAL WITH

'LOW SHOULDER' SIGNS AND CHANNELIZING DEVICES DURING NON-WORKING HOURS.

18. SHADOW VEHICLE AND ARROW BOARDS ARE REQUIRED WITH ALL SHORT-TERM TRAFFIC

CONTROL WHEN SHOWN AS OPTIONAL IN PENNDOT PUB. 213.

19. A TYPE B LIGHT IS REQUIRED (IN BETWEEN THE 2 ORANGE FLAGS) ON THE 'FLAGGER AHEAD'

SIGNS FOR ALL FLAGGING OPERATIONS.

20. COORDINATE WORK ZONE SIGNING AND ALL OPERATIONS WITH OTHER PROJECTS IN THE

AREA.

21. PRIOR TO START OF WORK, PERMITTEE IS TO PROVIDE, TO THE DEPARTMENT, A VIDEO OF THE

PROJECT AREA.

22. NO ADDITIONAL SURFACE WATER FLOW MAY BE GENERATED OR DIRECTED TO THE STATE

RIGHT-OF-WAY.

23. LINE PAINTING OF 4" WHITE EDGE LINES AND 4" DOUBLE YELLOW CENTERLINES IS THE

RESPONSIBILITY OF THE PERMITTEE, DOUBLE APPLICATION REQUIRED ON OVERLAYS 15 DAYS

APART.

24. PRIOR TO RESTRICTING TRAVELWAY TO LESS THAN 16-FEET, PERMITTEE/CONTRACTOR MUST

CONTACT THE BERKS COUNTY PERMIT SUPERVISOR AT (570) 424-3024, 10 DAYS PRIOR TO

CONSTRUCTION.

25. PROPERLY BARRICADE AND SECURE THE WORK AREA DURING WORKING HOURS TO PROVIDE

FULL WIDTH USE FOR THROUGH TRAFFIC LANES UNDER SHORT TERM OPERATIONS. RETURN

ALL LANES TO NORMAL TRAFFIC FLOW AT THE CLOSE OF THE WORKDAY.

26. REMOVE EXISTING DEPARTMENT WARNING, REGULATORY, GUIDE, AND DIRECTIONAL SIGNS AS

REQUIRED TO ACCOMMODATE CONSTRUCTION OPERATION. DO NOT REMOVE STOP OR YIELD

SIGNS UNLESS AN ALTERNATE TYPE OF TRAFFIC CONTROL IS PROVIDED, SUCH AS FLAGGERS,

TEMPORARY TRAFFIC SIGNALS, ETC. CONTINUE THE ALTERNATE TRAFFIC CONTROL UNTIL THE

STOP AND/OR YIELD SIGN ARE REPLACED.

STATE ROAD - MAINTENANCE AND

PROTECTION OF TRAFFIC NOTES:

STATE ROAD - GENERAL

CONSTRUCTION NOTES:

TRAFFIC CONTROL

DROPOFF NOTE:

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Entech Engineering - Printed: May. 15, 2026 H:\0004662.018\04-CAD\SheetFiles\HOP\SHEET 2.dwg

MT. PENN BOROUGH MUNICIPAL AUTHORITY

200 N. 25TH STREET

READING, PA 19606

SCALE: AS NOTED PROJECT NO. 4662.018

CHK'D BY: MDWDRAWN BY: MAH APPROVED BY: SER

DATE: 05/15/2026

REG. PROFESSIONAL ENGINEER

DATE: 05/15/2026

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05/15/2026 BIDDING SER0

DISTRICT COUNTY ROUTE SECTION SHEET

5-0

ST. LAWRENCE BOROUGH

2034 2 OF 11BERKS

DATE REV NO. REVISIONS APPD

1. CONTRACTOR SHALL CONSTRUCT CURB / SIDEWALK RESTORATION USING THE SAME

MATERIALS AS EXISTING, MAINTAIN THE SAME CURB REVEAL AS EXISTING, AND PER PENNDOT

DETAIL AS INDICATED ON DRAWING.

2. DAMAGED DRIVEWAY AND SIDEWALK RESTORATION TO BE REPLACED IN KIND.

A. THE EXISTING SPEED LIMIT ON S.R. 2034 IS 35 MILES PER HOUR RESPECTIVELY (M.P.H.) UNLESS OTHERWISE NOTED.

B. THE PENNDOT RIGHT-OF-WAY IS FREE ACCESS.

C. ALL WORK IN PA. D.O.T. RIGHT-OF-WAY IS TO BE BUILT ACCORDING TO:

1. PA. D.O.T. PUBLICATION NO. 408, SPECIFICATIONS.

2. PA. D.O.T. PUBLICATION NO. 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15).

3. PA. D.O.T. PUBLICATION NO. 72M, STANDARDS FOR ROADWAY CONSTRUCTION.

4. TITLE 67, CHAPTER 459 OF THE PENNSYLVANIA CODE.

D. ALL BACKFILL WILL MEET 2A REQUIREMENTS.

E. WHEN THE DEPTH OF TRENCH EXCEEDS (5') FEET, A TRENCH BOX OR SHORING WILL BE REQUIRED PER OSHA

REGULATIONS. IF MAXIMUM TRENCH DEPTH EXCEEDS (20') FEET, A SHORING DESIGN AS PER OSHA REGULATIONS

SHALL BE PROVIDED BY THE CONTRACTOR.

F. ANY DRAINAGE INSTALLED AS PART OF THIS PERMIT IS THE RESPONSIBILITY OF THE PERMITTEE.

G. MAINTENANCE OF ALL SIGNS AND PAVEMENT MARKINGS IS THE RESPONSIBILITY OF THE PERMITTEE.

H. THE PERMITTEE/CONTRACTOR MUST CONTACT THE PENNSYLVANIA ONE-CALL NUMBER AT 1 (800) 242-1776, THREE (3)

WORKING DAYS PRIOR TO THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE WORK AREA. SERIAL #

20261192879 (ST. LAWRENCE BOROUGH)

I. THE CONTRACTOR MUST CONTACT THE COUNTY PERMIT OFFICE AT (610) 929-2093 THREE (3) DAYS PRIOR TO THE

START OF WORK.

J. ALL DRIVEWAYS DAMAGED DURING CONSTRUCTION SHALL BE RESTORED IN-KIND AND MATCH EXISTING IF GREATER

THAN PENNDOT REQUIRED MINIMUM.

K. PRIOR TO START OF WORK PERMITTEE IS TO PROVIDE, TO THE DEPARTMENT, A VIDEO OF THE PROJECT AREA.

L. THE DEPARTMENT MUST BE NOTIFIED IN WRITING TWO WEEKS IN ADVANCE OF THE PRE CONSTRUCTION MEETING.

M. NO BLASTING WILL BE PERMITTED AS A CONDITION FOR THE HIGHWAY OCCUPANCY PERMIT.

N. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY CONFLICTING UTILITIES WHICH ARE

RESULT OF PROPOSED WORK.

O. PRIOR TO RESTRICTING TRAVELWAY TO LESS THAN 16 FEET, PERMITTEE/CONTRACTOR MUST CONTACT THE

DISTRICT'S COUNTY PERMIT OFFICE, 10 DAYS PRIOR TO RESTRICTION.

P. ANY DISTURBANCE OF PAVED SHOULDER OR LANE WILL REQUIRE AT A MINIMUM A SHOULDER AND OR LANE WIDTH 1

1/2" MILL AND OVERLAY, LENGTH TO BE DETERMINED BY THE DEPARTMENT INSPECTOR.

Q. NO ADDITIONAL SURFACE WATER FLOW MAY BE GENERATED OR DIRECTED TO THE STATE RIGHT-OF-WAY.

R. THE ASSIGNED PENNDOT INSPECTOR WILL MAKE FINAL DETERMINATION OF THE LIMITS OF ANY RESTORATION, AS

WELL AS THE LIMITS OF MILLING AND OVERLAY, DEEMED APPLICABLE TO THIS PERMIT.

S. LINE PAINTING OF 4" WHITE EDGE LINES AND 4" DOUBLE YELLOW CENTERLINES IS THE RESPONSIBILITY OF THE

PERMITEE. 2ND APPLICATION IS REQUIRED ON NEW PAVEMENT.

T. ANY REALIGNMENT OF THE PROPOSED MAIN OTHER THAN THAT INDICATED ON THESE PLANS WILL REQUIRE THAT

PORTION OF THE PROJECT TO BE HALTED UNTIL THE PROPOSED CHANGES ARE REVIEWED, APPROVED AND A

SUPPLEMENT TO THE ORIGINAL PERMIT IS ISSUED BY THE DEPARTMENT.

U. APPROVAL OF THIS HIGHWAY OCCUPANCY PERMIT DOES NOT APPROVE OR ACCEPT ANY OF THE SUBJECT DRIVEWAYS

THAT ARE BEING ACCOUNTED FOR.

V. ALL PAVEMENT MARKINGS OTHER THAN LONGITUDINAL LINES TO BE HOT THERMOPLASTIC (PENNDOT PUBLICATION III, TC 8600)

HOP DESIGN NOTES

GENERAL PERMIT NOTES - UTILITIES:

1. REFER TO SHEET 1 FOR DRAWING INDEX, DRAWING

CONVENTIONS AND MAP.

2. REFER TO SHEET 2 FOR GENERAL PERMIT NOTES

AND HOP DESIGN NOTES.

3. REFER TO SHEET 3 FOR GENERAL PROJECT NOTES

AND LEGEND.

GENERAL SHEET NOTES

PROPOSED WATER SERVICE

CIVIL LEGEND

PROPOSED GATE VALVE

PROPOSED MECHANICAL JOINT FITTING

LIMIT OF DISTURBANCE

Bh SwD

PROPOSED WATER MAIN

PROPOSED CURB STOPCS

TEXT PROPOSED TEXT

MATCHLINE

MATCH LINE REFER TO DWG C-101

TRENCH PLUG

PROPOSED CHAIN LINK FENCE

PROPOSED CASING PIPE

GENERAL PROJECT NOTES AND LEGEND

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Entech Engineering - Printed: May. 15, 2026 H:\0004662.018\04-CAD\SheetFiles\HOP\SHEET 3.dwg

MT. PENN BOROUGH MUNICIPAL AUTHORITY

200 N. 25TH STREET

READING, PA 19606

SCALE: AS NOTED PROJECT NO. 4662.018

CHK'D BY: MDWDRAWN BY: MAH APPROVED BY: SER

DATE: 05/15/2026

REG. PROFESSIONAL ENGINEER

DATE: 05/15/2026

A

B

C

D

1 2 3 4 5 6

05/15/2026 BIDDING SER0

DISTRICT COUNTY ROUTE SECTION SHEET

5-0 2034 3 OF 11BERKS

DATE REV NO. REVISIONS APPD

A. FIELD SURVEY BY CMC ENGINEERING DATED DECEMBER

2021.

B. THE LOCATION AND DIMENSIONS OF ALL SITE FEATURES

SHOWN ARE APPROXIMATE AND MUST BE VERIFIED IN

THE FIELD BY THE CONTRACTOR PRIOR TO BIDDING.

C. ALL UNDERGROUND UTILITIES SHALL BE LOCATED BY THE

CONTRACTOR PRIOR TO ANY EARTH MOVING ACTIVITIES,

PURSUANT TO ACT 287. UNDERGROUND UTILITY

LOCATIONS MUST BE VERIFIED BY CALLING 1-800-242-1776.

D. ALL UNDERGROUND UTILITY LOCATIONS AND ELEVATIONS

ON THE CONSTRUCTION PLANS ARE APPROXIMATE

LOCATIONS DELINEATED FROM LIMITED FIELD MARKINGS

AND AVAILABLE RECORDS. THEREFORE, ANY UTILITIES

NOT SHOWN OR NOT LOCATED AS SHOWN, SHALL NOT BE

THE CAUSE OF THE CONTRACTOR TO DENY

RESPONSIBILITY FOR PROTECTION AND/OR REPAIR

DURING CONSTRUCTION. CONTRACTOR SHALL FIELD

VERIFY ALL EXISTING FACILITIES AND PROVIDE ALL

PROTECTIVE MEASUREMENTS, RESTRAINTS AND

APPURTENANCES AS NECESSARY.

E. THESE DESIGN DRAWINGS MUST BE WORKED IN

CONJUNCTION WITH THE PROJECT

MANUAL/SPECIFICATIONS.

F. CONTRACTOR SHALL PROVIDE ALL FITTINGS NECESSARY

TO MAINTAIN HORIZONTAL AND VERTICAL ALIGNMENT OF

PIPELINES.

G. CONTRACTOR SHALL PROVIDE A MECHANICAL JOINT

RESTRAINT SYSTEM AT EACH CONNECTION TO A BEND,

FITTING, VALVE, CAP, AND CONNECTION TO EXISTING

MAIN. PROVIDE RESTRAINED PUSH-ON JOINT GASKETS AT

EACH JOINT UP AND DOWN STREAM TO SECURE A

MECHANICAL JOINT ELBOW, BEND, FITTING, CAP OR VALVE

ACCORDING TO THE PROJECT MANUAL. CONCRETE

THRUST BLOCKING SHALL BE UTILIZED IN CASES WHERE

MECHANICAL JOINTS RESTRAINTS ARE NOT APPLICABLE.

H. CONTRACTOR SHALL HAVE EPOXY-FUSION COATED

DUCTILE IRON OR CAST IRON TRANSITION COUPLINGS,

INCLUDING BARRELS AND GLANDS FOR PLAIN END

DUCTILE IRON PIPE BY WROUGHT, CAST IRON, AC OR PVC

AVAILABLE AT ALL TIMES DURING CONSTRUCTION.

I. CONTRACTOR SHALL USE, MAINTAIN AND PROVIDE

ADEQUATE, PROPER SHORING DEVICES ON SITE AT ALL

TIMES. CONTRACTOR SHALL CONFORM TO ALL LOCAL,

STATE AND FEDERAL REGULATIONS.

GENERAL PROJECT NOTES -

1. REFER TO SHEET 1 FOR DRAWING INDEX, DRAWING

CONVENTIONS AND MAP.

2. REFER TO SHEET 2 FOR GENERAL PERMIT NOTES

AND HOP DESIGN NOTES.

3. REFER TO SHEET 3 FOR GENERAL PROJECT NOTES

AND LEGEND.

GENERAL SHEET NOTES

SUPERPAVE ASPHALT MIXTURE DESIGN,

WEARING COURSE, PG 64S-22, 3 TO <30 MILLION ESALS,

9.5 MM MIX, 2" DEPTH, MATCH EXISTING SRL H OR GREATER (TYP.)

SUPERPAVE ASPHALT MIXTURE DESIGN,

BINDER COURSE, PG 64S-22, 3 TO <30 MILLION ESALS,

19.0 MM MIX, 2.5" DEPTH (TYP.)

SUPERPAVE ASPHALT MIXTURE DESIGN,

BASE COURSE, PG 64S-22, 3 TO <30 MILLION

ESALS, 25.0 MM MIX, 5" OR MATCH EXISTING DEPTH (TYP.)

CL TO TIE-IN

APPROX. 1'-0"

PROPOSED 8" DI WATER MAIN

AP

PR

O X.

4' -0

SCALE:1 NTS

TO SEGMENT 0020, OFFSET 0219

FROM SEGMENT 0020, OFFSET 0213

TYPICAL SR 2034 CROSS SECTION

NOTES:

1. TYPICAL SECTION DEPICTS FROM (STA 2+71 TO STA 2+89)

2. CONTRACTOR SHALL KEEP TRENCH GREATER THAN 1.0FT FROM THE WHITE LINE.

3. FULL DEPTH SHOULDER RESTORATION TO BE COMPLETED FOR SHOULDER WIDTHS 8.0 FT OR LESS.

4. MILL AND OVERLAY EXTENT TO BE CONFIRMED WITH DEPARTMENT AND DEPARTMENT REPRESENTATIVE

PRIOR TO FINAL RESTORATION.

5. EXISTING DOUBLE-YELLOW LINE / PARKING LINES / PAVEMENT MARKINGS SHALL BE REPLACED IF DISTURBED.

6. PAVING MATERIAL DEPTHS SHALL BE INSTALLED PER DETAIL UNLESS EXISTING CONDITIONS HAVE GREATER

DEPTHS. REFER TO PAVING HISTORY ON PLAN SHEETS FOR GUIDANCE ON EXISTING MATERIALS AND DEPTHS. THE BASE COURSE, IN MOST CASES, SHALL BE INCREASED TO ACCOUNT FOR THE ADDITIONAL

THICKNESS OF PAVEMENT STRUCTURE.

7. CURB REVEAL SHALL BE MAINTAINED AS WELL AS THE EXISTING PAVEMENT GRADE / CROSS SLOPES.

8. EXPOSED VERTICAL AND HORIZONTAL SURFACES SHALL BE PREPARED AS PER PUB 408, SECTION. 413.3(g).

9. MINIMUM 1' PAVEMENT CUTBACK, EXCAVATE OLD AND TEMPORARY MATERIAL RECOMPACT SUBBASE, TACK

COAT ALL VERTICAL EDGES. INSTALL ONLY BASE COURSE AND BINDER COURSE IN ONE DAY.

SURFACE TYPE (52) MIXED BITUMINOUS

EXISTING PENNDOT PAVEMENT STRUCTURE:

1.50" SPAV, WMA WRG, 64-22, 9.5MM, H (WIDTH 36FT 2018)

0.50" SPAV, WMA WRGSCRC, 64-22, 9.5MM (WIDTH 36FT 2018)

-2.00" MILLING (AVERAGE DEPTH) (WIDTH 36FT 2018)

1.00" BITUMINOUS WEARING CRSE ID-2 (WIDTH 36FT 1992)

0.50" SCRATCH BIT WEAR COURSE ID-2 (WIDTH 36FT 1992)

2.50" BITUMINOUS WEARING CRSE ID-2 (WIDTH 36FT 1959)

5.00" BITUM CONCRETE BASE COURSE (WIDTH 36FT 1959)

SR 2034, SEGMENT 0010, OFFSET 0000 TO

SR 2034, SEGMENT 0010, OFFSET 1697

SURFACE TYPE (52) MIXED BITUMINOUS

EXISTING PENNDOT PAVEMENT STRUCTURE:

1.30" BRIDGE DECK (WIDTH 36FT 1959)

SR 2034, SEGMENT 0010, OFFSET 1697 TO

SR 2034, SEGMENT 0020, OFFSET 0053

SURFACE TYPE (52) MIXED BITUMINOUS

EXISTING PENNDOT PAVEMENT STRUCTURE:

1.50" SPAV, WMA WRG, 64-22, 9.5MM, H (WIDTH 22FT 2018)

0.50" SPAV, WMA WRGSCRC, 64-22, 9.5MM (WIDTH 22FT 2018)

-2.00" MILLING (AVERAGE DEPTH) (WIDTH 22FT 2018)

1.00" BITUMINOUS WEARING CRSE ID-2 (WIDTH 22FT 1992)

0.50" SCRATCH BIT WEAR COURSE ID-2 (WIDTH 22FT 1992)

2.50" BITUMINOUS WEARING CRSE ID-2 (WIDTH 22FT 1959)

10.00" CRUSHED AGGREGATE BASE CRSE (WIDTH 22FT 1959)

SR 2034, SEGMENT 0020, OFFSET 0053 TO

SR 2034, SEGMENT 0020, OFFSET 0197

SURFACE TYPE (52) MIXED BITUMINOUS

EXISTING PENNDOT PAVEMENT STRUCTURE:

1.50" SPAV, WMA WRG, 64-22, 9.5MM, H (WIDTH 28FT 2018)

0.50" SPAV, WMA WRGSCRC, 64-22, 9.5MM (WIDTH 28FT 2018)

-2.00" MILLING (AVERAGE DEPTH) (WIDTH 28FT 2018)

1.00" BITUMINOUS WEARING CRSE ID-2 (WIDTH 28FT 1992)

0.50" SCRATCH BIT WEAR COURSE ID-2 (WIDTH 28FT 1992)

5.00" UNKNOWN BITUM WEARING COURSE (WIDTH 28FT 1900)

SR 2034, SEGMENT 0020, OFFSET 0197 TO

SR 2034, SEGMENT 0020, OFFSET 1305

PA. D.O.T

S.R. 2034

SEGMENT

PA. D.O.T

S.R. 2034

STATION

PROPOSED

WATER MAIN

EXISTING

WATER

MAIN*

EXISTING

SANITARY

SEWER*

EXISTING

STORM

MAIN*

EXISTING

GAS MAIN*

EXISTING

OVERHEAD

ELECTRIC*

0010 1600 - 41' LT & 28' RT 27' RT - - 32' RT

0020 0000 63' RT 38' LT & 35' RT 48' RT - - 46' RT

0020 0100 67' RT 43' LT & 46' RT 44' RT - 1' RT 42' RT

0020 0200 24' RT 14' RT, 18' RT

& 10' LT 6' RT 14' RT - 27' RT

UTILITY LOCATION TABLE

* OFFSETS FROM CENTERLINE TO UTILITIES ARE SCALED FROM LIMITED

MAPPING PROVIDED, AND AS SUCH, SHOULD BE CONSIDERED

APPROXIMATE TO BE USED FOR PERMITTING PURPOSES ONLY.

ACTUAL LOCATIONS ARE TO BE DETERMINED FROM CONTACTING THE

"PENNSYLVANIA ONE CALL" NUMBER AT THE TIME OF CONSTRUCTION.

NOTE:

1. ANY REALIGNMENT OF THE PROPOSED MAIN OTHER THAN THAT

INDICATED ON THESE PLANS WILL REQUIRE THAT PORTION OF

THE PROJECT TO BE HALTED UNTIL THE PROPOSED CHANGES

ARE REVIEWED, APPROVED AND A SUPPLEMENT TO THE ORIGINAL

PERMIT IS ISSUED BY THE DEPARTMENT.

2. APPROVAL OF THIS HIGHWAY OCCUPANCY PERMIT DOES NOT

APPROVE OR ACCEPT ANY OF THE SUBJECT DRIVEWAYS THAT

ARE BEING ACCOUNTED FOR.

Sign Data Table Owner

P-PennDOT M-Municipality

Permit # (Leave blank until issued)

IN ---- Install New RI ---- Replace Installation REL - Relocate Installation

RM -- Remove ER --- Existing to remain

SR Description / Nomenclature Sign Type / Description Segment Offset Width Height

Ascending / Descending / Intersection

Left / Right /

Overhead

P ER 2034 W8-13 BRIDGE ICES BEFORE ROAD 0010 1571 36 36 A R

M ER 2034 D3-1 STREET NAME (OLEY TURNPIKE RD) 0020 0084 18 6 A R

M ER 2034 D3-1 STREET NAME (BINGAMAN ST) 0020 0084 18 6 A R

P ER 2034 R1-1 STOP SIGN 0020 0100 24 24 A L

M ER 2034 SPECIAL BUSINESS SIGN (ARBOR INN) 0020 0154 I L

P ER 2034 W1-7 LARGE DOUBLE ARROW SIGN 0020 0158 48 24 I L

P ER 2034 R1-1 STOP SIGN 0020 0173 24 24 D L

P ER 2034 R2-1 SPEED LIMIT (35) 0020 0221 24 30 A R

SURFACE TYPE (52) MIXED BITUMINOUS

EXISTING PENNDOT PAVEMENT STRUCTURE:

1.50" SPAV, WMA WRG, 64-22, 9.5MM, H (WIDTH 28FT 2018)

0.50" SPAV, WMA WRGSCRC, 64-22, 9.5MM (WIDTH 28FT 2018)

-2.00" MILLING (AVERAGE DEPTH) (WIDTH 28FT 2018)

1.00" BITUMINOUS WEARING CRSE ID-2 (WIDTH 28FT 1992)

0.50" SCRATCH BIT WEAR COURSE ID-2 (WIDTH 28FT 1992)

5.00" UNKNOWN BITUM WEARING COURSE (WIDTH 28FT 1900)

SR 2034, SEGMENT 0020, OFFSET 0197 TO

SR 2034, SEGMENT 0020, OFFSET 1305

ST. LAWRENCE BOROUGH

CONCRETE CURB RESTORATION

GRASS RESTORATION

CONCRETE SIDEWALK RESTORATION

GRASS RESTORATION

RESTORATION DETAILS

A

B

4 5

C

D

Entech Engineering - Printed: May. 15, 2026 H:\0004662.018\04-CAD\SheetFiles\HOP\SHEET 4.dwg

MT. PENN BOROUGH MUNICIPAL AUTHORITY

200 N. 25TH STREET

READING, PA 19606

SCALE: AS NOTED PROJECT NO. 4662.018

CHK'D BY: MDWDRAWN BY: MAH APPROVED BY: SER

DATE: 05/15/2026

REG. PROFESSIONAL ENGINEER

DATE: 05/15/2026

A

B

C

D

1 2 3 4 5 6

05/15/2026 BIDDING SER0

DISTRICT COUNTY ROUTE SECTION SHEET

5-0 2034 4 OF 11BERKS

DATE REV NO. REVISIONS APPD

12"

N O

. 2 A

O R

R

C A

G G

R

EG

AT

E

M

AT

ER

IA

L

SH

AL

L

M

EE

T

TH

E R

EQ

U

IR

EM

EN

TS

O F

PE

N

N D

O T

PU

BL

IC

AT

IO

N

, 1

P

R O

C

TO

R D

EN

SI

TY

C

O M

PA

C

TE

D

IN

4"

L

IF

TS

, 8

" V

IB

R

AT

O R

Y

12" HAUNCHING

6" BEDDING

SE

LE

C

T

BA

C

KF

IL

L

" I

N

IT

IA

L

BA

C

KF

IL

L

REFER TO SURFACE

RESTORATION DETAILS

4' -0

" D

EP

TH

F

R O

M F

IN

IS

H

ED

G R

AD

E

SCALE:

PIPE

6" BEDDING

HAUNCHING

12"

N O

. 2 A

O R

R

C A

G G

R

EG

AT

E

M

AT

ER

IA

L

SH

AL

L

M

EE

T

TH

E R

EQ

U

IR

EM

EN

TS

O F

PE

N

N D

O T

PU

BL

IC

AT

IO

N

, 1

P

R O

C

TO

R D

EN

SI

TY

C

O M

PA

C

TE

D

IN

" L

IF

TS

, 8

" V

IB

R

AT

O R

Y

12"

REFER TO SURFACE

RESTORATION DETAILS

4' -0

" D

EP

TH

F

R O

M F

IN

IS

H

ED

G R

AD

E

SCALE:

PIPE

4,000 PSI CONCRETE

L CROWNC

4"

4'-0"

SCALE:3 NONE

CURB AND SIDEWALK REPLACEMENT DETAIL

6" x 6" x W2.9 x W2.9

WELDED WIRE FABRIC

4" MIN. PENNDOT 2A

COARSE AGGREGATE

MATCH EXIST.

FINISHED GRADE

MATCH EXIST.

FINISHED GRADE

PG 64-22 SEAL

ROADWAY

8" x 18" MIN. CURB

PENNDOT CLASS A

CEMENT CONCRETE

SLOPE 1/4"

PER FOOT

NOTES:

1. SAW-CUT EXISTING CONCRETE SIDEWALK AT EXISTING SCORED JOINTS.

PROVIDE 1/2" PREFORMED EXPANSION JOINTS AT EITHER END.

2. SAW-CUT EXISTING CURB AND PROVIDE 1/2" PREFORMED EXPANSION

JOINTS AT EITHER END.

3. THE DIMENSIONS INDICATED ON THE CURB ARE "TYPICAL". THE ACTUAL

CONFIGURATION SHALL MATCH THE EXISTING CURB.

7" 8"

1"

8"

" 18

2"DEEP

3/16" WIDE

CONTRACTIO

N JO

INT SPACING

'-0

" M

AX TO

4'- 0"

MIN

SEE NOTE 2.

SCALE:4 NONE

PLAIN CEMENT CONCRETE CURB

CONTRACTION JOINT

SEE DETAIL "A"

PENNDOT CLASS

A CONCRETE

1/4" RADIUS 3/4" RADIUS

DETAIL "A"(TYP.) CROSS-SECTION

NOTES:

1. PROVIDE MATERIALS AND CONSTRUCTION MEETING THE REQUIREMENTS OF

PUBLICATION 408, SECTION 630 FOR PLAIN CEMENT CONCRETE CURB.

2. SPACE CONTRACTION JOINTS IN UNIFORM LENGTHS OR SECTIONS.

3. PLACE 3/4" THICK PREMOLODED EXPANSION JOINT FILLER MATERIAL AT

STRUCTURES AND AT THE END OF THE WORK DAY. CUT MATERIAL TO

CONFORM TO AREA ADJACENT TO CURB OR TO CONFORM TO CROSS

SECTIONAL AREA OF CURB.

4. WHERE CURBS ARE INSTALLED ADJACENT TO PARKING LANES A 6" HIGH

CURB CAN BE UTILIZED WITH APPROVAL FROM THE LOCAL MUNICIPALITY.

REFER TO TRENCH

RESTORATION DETAILS

SCALE:

5-1/2" MIN. SUPERPAVE

ASPHALT DESIGN,

25.0 MM, PG 64-22

NOTES:

1. EXISTING PAVEMENT MARKINGS SHALL BE REPLACED IF DISTURBED.

REFER TO TRENCH

RESTORATION DETAILS

SCALE:

6" TOPSOIL AND SEED

ALL DISTURBED AREAS

1'-0"

CUTBACK

(TYP.)

1 TRENCH RESTORATION DETAIL

TYPICAL SELECT BACKFILL

2 TRENCH RESTORATION DETAIL

TYPICAL AGGREGATE BACKFILL

5 NONE

FOR PAVED ROADWAY

SURFACE RESTORATION DETAIL

6 FOR GRASS AREAS

SURFACE RESTORATION DETAIL

NONE

NONENONE

1. REFER TO SHEET 1 FOR DRAWING INDEX, DRAWING

CONVENTIONS AND MAP.

2. REFER TO SHEET 2 FOR GENERAL PERMIT NOTES

AND HOP DESIGN NOTES.

3. REFER TO SHEET 3 FOR GENERAL PROJECT NOTES

AND LEGEND.

GENERAL SHEET NOTES

1'-0"

CUTBACK

(TYP)

REFER TO TRENCH

RESTORATION DETAILS

NOTES:

1. EXISTING DOUBLE-YELLOW LINE / PARKING LINES / PAVEMENT MARKINGS SHALL BE REPLACED IF

DISTURBED.

2. PAVING MATERIAL DEPTHS SHALL BE INSTALLED PER DETAIL UNLESS EXISTING CONDITIONS HAVE

GREATER DEPTHS. REFER TO PAVING HISTORY ON PLAN SHEETS FOR GUIDANCE ON EXISTING

MATERIALS AND DEPTHS. THE BASE COURSE, IN MOST CASES, SHALL BE INCREASED TO ACCOUNT FOR

THE ADDITIONAL THICKNESS OF PAVEMENT STRUCTURE.

3. CURB REVEAL SHALL BE MAINTAINED AS WELL AS THE EXISTING PAVEMENT GRADE / CROSS SLOPES.

4. REFER TO INDEX PLAN DRAWINGS FOR LIMITS OF MILL AND OVERLAY.

VARIES

SAW-CUT FULL DEPTH

EXISTING PAVEMENT

(INITIAL SAW CUT) (TYP.)

5" SUPERPAVE 25.00mm, PG.64S-22, 3 TO <30 MILLION ESALS, BITUMINOUS CONCRETE

BASE COURSE OR MATCH

EXISTING WHICHEVER IS GREATER

6" 2A COARSE

AGGREGATE COMPACTED

OR MATCH EXISTING,

WHICHEVER IS GREATER

12" WIDE BITUMINOUS

SEAL. PG 64S-22 (TYP.)

12" WIDE BITUMINOUS

SEAL. PG 64S-22 (TYP.)

NOTE: REFER TO PLANS FOR

EXISTING PENNDOT PAVEMENT

STRUCTURE (TYP.)

2 1/2" MIN. SUPERPAVE ASPHALT DESIGN,

19.0 mm, PG 64S-22, 3 TO <30 MILLION ESALS, BINDER

2" SUPERPAVE 9.5 mm, 3 TO <30 MILLION ESALS, WEARING COURSE, PG 64S-22, MATCH EXISTING SRL H OR GREATER

FINAL SAW-CUT FULL DEPTH

EXISTING PAVEMENT (TYP.)

ST. LAWRENCE BOROUGH

SCALE:7 NONE

FOR PENNDOT STATE ROAD

TYPICAL PAVEMENT RESTORATION

PaA

PaA

Bo

Bo

Bo

Bo UgB

UgB

EXISTING CONDITIONS PLAN

1 2 3

A

B

4 5

C

D

Entech Engineering - Printed: May. 15, 2026 H:\0004662.018\04-CAD\SheetFiles\HOP\SHEET 5.dwg

MT. PENN BOROUGH MUNICIPAL AUTHORITY

200 N. 25TH STREET

READING, PA 19606

SCALE: AS NOTED PROJECT NO. 4662.018

CHK'D BY: MDWDRAWN BY: MAH APPROVED BY: SER

DATE: 05/15/2026

REG. PROFESSIONAL ENGINEER

A

B

C

D

1 2 3 4 5 6

05/15/2026 BIDDING SER0

DISTRICT COUNTY ROUTE SECTION SHEET

5-0 2034 5 OF 11BERKS

DATE REV NO. REVISIONS APPD

GENERAL SHEET NOTES

DEMOLITION KEYNOTES

A

0' 25' 50'

SCALE:1 1" = 25'

EXISTING CONDITIONS PLAN

B

1. REFER TO SHEET 1 FOR DRAWING INDEX, DRAWING

CONVENTIONS AND MAP.

2. REFER TO SHEET 2 FOR GENERAL PERMIT NOTES

AND HOP DESIGN NOTES.

3. REFER TO SHEET 3 FOR GENERAL PROJECT NOTES

AND LEGEND.

A. CONTRACTOR TO REMOVE SWING GATE AND

FENCING TO FACILITATE INSTALLATION OF

PROPOSED WATER MAIN. NEW SWING GATE AND

FENCING TO BE INSTALLED AFTER COMPLETION OF

WATER MAIN INSTALLATION.

B. EXISTING VAULT TO BE SAW CUT AND REMOVED UP

TO 2 FT BELOW GRADE. CONTRACTOR TO PUMP OUT

STANDING WATER INSIDE VAULT. CONCRETE SPOILS

CAN BE DISPOSED OF WITHIN VAULT STRUCTURE.

CONTRACTOR TO DRILL 4"Ø HOLES IN VAULT FLOOR

TO ALLOW FOR DRAINAGE. BACKFILL AND COMPACT.

NEW SIDEWALK AND CURBING TO BE INSTALLED

AFTER COMPLETION OF WATER MAIN INSTALLATION.

ST. LAWRENCE BOROUGH

SR 2034

SEGMENT 0020

OFFSET 0107

SR 2034

SEGMENT 0020

OFFSET 0000

SR 2034

SEGMENT 0010

OFFSET 1697

SR 2034

SEGMENT 0010

OFFSET 1500

A

A A

SCALE:A NONE

EXISTING FENCING

SCALE:B NONE

CONCRETE VAULT

B

SCALE:C NONE

INSIDE CONCRETE VAULT

B C

D

B

B

B

SCALE:D NONE

INSIDE CONCRETE VAULT

0+00 0+25 0+50 0+75 1+00 1+25 1+50 1+75 2+00 2+25 2+50 2+75 2+89

COFFERDAM

TOPSOIL STOCKPILE

Bh SwD

12" COMPOST FILTER SOCK

ROCK CONSTRUCTION ENTRANCE

EROSION CONTROL

BLANKET STEEP SLOPES

LIMIT OF DISTURBANCE

CS-12 CS-12

TRENCH PLUG

CS-12

CS-12

CS-12

CS-12

PaA

PaA

Bo

Bo

Bo

Bo UgB

UgB

2+89

0+00

0+50

1+00

1+50

2+00

2+50

CS-12

CS-12

CS-12

CS-12

CS-12

CS-12

CS-12

CS-12

CS-12

1+00

1+50

2+89

2+50

CS-12

CS-12

CS-12

0+00

DISTRICT COUNTY ROUTE SEGMENT SHEET

5-0 -2034 6 OF 11BERKS

DATE REV NO. REVISIONS APPD

OLEY TURNPIKE ROAD PLAN AND PROFILE (STA 0+00 TO STA 2+89)

8"x6" MJ REDUCER

8"x6" MJ REDUCER

8" DI

8" DI

CONCRETE

ENCASEMENT

3' -0

M

IN

0' 25' 50'

16" STEEL CASING

8" MJ GATE VALVE

8" DI

2' -0

M

IN

SHEET KEYNOTES

1. EXISTING WATERMAIN TO BE ABANDONED IN PLACE

2. EXISTING VALVE TO BE ABANDONED SHALL BE CLOSED.

THE VALVE BOX SHALL BE REMOVED TO A MINIMUM OF 1

FT. BELOW GRADE. SURFACE SHALL BE RESTORED IN-KIND.

3. CONTRACTOR TO REPLACE SWING GATE AND SECTION OF

FENCING DISTURBED BY CONSTRUCTION.

4. CONTRACTOR TO PROVIDE TEST PIT TO VERIFY EXISTING

PIPE LOCATION, SIZE, AND MATERIAL.

5. CONTRACTOR TO INSTALL TRACER WIRE WITH PROPOSED

WATER MAIN.

6. GAS PIPELINE IS APPROXIMATELY 4'-0" BELOW EXISTING

GRADE, PER SUNOCO FIELD INVESTIGATION.

7. EXISTING CONCRETE VALVE VAULT TO BE DEMOLISHED.

REFER TO NOTES ON SHEET 5.

8. AFTER VALVE VAULT DEMOLITION AND WATER MAIN

INSTALLATION, CONTRACTOR TO INSTALL NEW CONCRETE

SIDEWALK AND CURBING.

E&S LEGEND

0' 25' 50'

SCALE:1 1" = 25'

OLEY TURNPIKE ROAD PLAN (STA 0+00 TO STA 2+89)

8" D I

ROCK

CONSTRUCTION

ENTRANCE (TYP)

SHT 10

TOTAL LIMIT OF

DISTURBANCE

0.19 ACRES

EROSION CONTROL

BLANKET (TYP) 2

SHT 10

STREAM

MATERIAL

STOCKPILE

CHAPTER 102

LIMIT OF DISTURBANCE

0.15 ACRES

SHT 10

16" STEEL CASING

SHT 7

23' DOUBLE

SWING GATE

SHT 7

8" DI

8" MJ 45° BEND

ENLARGED PLAN

SHT 6

ENLARGED PLAN

SHT 6

SHT 6 ENLARGED PLAN

COFFERDAM (TYP)

ENERGY DISSIPATER

PUMPED WATER

FILTER BAG W/

COMPOST SOCK RING

12" COMPOST

FILTER SOCK (TYP)

BYPASS

PUMP

SHT 10

SHT 10

STREAM CROSSING4

SHT 11

COMPOST

SOCK NO. 3

COMPOST

SOCK NO. 1

COMPOST

SOCK NO. 2

COMPOST

SOCK NO. 4

TRENCH

PLUG (TYP)

CHAPTER 105

LIMIT OF DISTURBANCE

0.04 ACRES

SHT 11

6' CHAIN

LINK FENCE

SHT 7

8"x6" MJ

REDUCER

8" D

I

8" MJ 45° BEND

(TYP 3 PLCS)

8" MJ 11.25° BEND

8" DI

CUT AND CAP

8" MJ 45° BEND

8"x6" MJ REDUCER

CUT AND CAP

0' 10' 20'

8" MJ GATE VALVE

CONCRETE

WASHOUT

6" LINE STOP

8" DI

SHT 10

SHT 7

SOIL SPOILS

STOCKPILE

SHT 10

12" COMPOST

FILTER SOCK (TYP)

SHT 10

0' 10' 20'

SHT 11

EROSION CONTROL

BLANKET (TYP)

SHT 10

ROCK

CONSTRUCTION

ENTRANCE (TYP)

SHT 10

0' 10' 20'

1 2 3

A

B

4 5

C

D

Entech Engineering - Printed: May. 15, 2026 H:\0004662.018\04-CAD\SheetFiles\HOP\SHEET 6.dwg

MT. PENN BOROUGH MUNICIPAL AUTHORITY

200 N. 25TH STREET

READING, PA 19606

SCALE: AS NOTED PROJECT NO. 4662.018

CHK'D BY: MDWDRAWN BY: MAH APPROVED BY: SER

DATE: 05/15/2026

REG. PROFESSIONAL ENGINEER

A

B

C

D

1 2 3 4 5 6

05/15/2026 BIDDING SER0

1. REFER TO SHEET 1 FOR DRAWING INDEX, DRAWING

CONVENTIONS AND MAP.

2. REFER TO SHEET 2 FOR GENERAL PERMIT NOTES AND

HOP DESIGN NOTES.

3. REFER TO SHEET 3 FOR GENERAL PROJECT NOTES AND

LEGEND.

4. BLASTING IS PROHIBITED FOR EXCAVATION/TRENCH OF

THE 8" DIP WATER MAIN WITHIN 100 FT OF THE BRIDGE.

DO NOT USE VIBRATORY ROLLERS WITHIN 25 FT OF THE

BRIDGE TO COMPACT THE EXCAVATION/TRENCH BACK

FILL. USE ONLY WALK-BEHIND VIBRATORY PLATE

COMPACTORS OR MANUAL COMPACTION METHODS.

5. ANY DAMAGE TO THE BRIDGE OR ITS COMPONENTS

SHALL BE REPORTED TO PENNDOT BY THE CONTRACTOR

AND SUBSEQUENTLY REPAIRED BY THE CONTRACTOR IN

ACCORDANCE WITH PENNDOT SPECIFICATIONS AND

STANDARDS AT NO EXPENSE TO PENNDOT.

6. CONTRACTOR TO PROVIDE EIGHT (8) PIPELINE MARKERS,

AS NOTED IN SECTION 332950. LOCATION TO BE

PROVIDED BY OWNER.

GENERAL SHEET NOTES

SR 2034

SEGMENT 0020

OFFSET 0107

SR 2034

SEGMENT 0020

OFFSET 0000

SR 2034

SEGMENT 0010

OFFSET 1697

START OF WORK

STA. 0+00

S.R. 2034

SEGMENT 0010 OFFSET 1627

ST. LAWRENCE BOROUGH

BERKS COUNTY

END OF WORK

STA. 2+89

S.R. 2034

SEGMENT 0020 OFFSET 0219

ST. LAWRENCE BOROUGH

BERKS COUNTY

LIMIT OF WORK

S.R. 2034

SEGMENT 0010 OFFSET 1577

ST. LAWRENCE BOROUGH

BERKS COUNTY

LIMIT OF WORK

S.R. 2034

SEGMENT 0020 OFFSET 0269

ST. LAWRENCE BOROUGH

BERKS COUNTY

CURB AND

SIDEWALK

REPLACEMENT

SHT 4

ST. LAWRENCE BOROUGH

SCALE:2 1" = 25'

WATER MAIN PROFILE

1" = 2.5' SCALE:5 1" = 10'

ENLARGED PLAN

SCALE:4 1" = 10'

ENLARGED PLAN

SCALE:3 1" = 10'

ENLARGED PLAN

SR 2034

SEGMENT 0010

OFFSET 1500

SOIL TYPES

Bo BOWMANSVILLE-KNAUERS SILT LOAMS

PaA PENLAW SILT LOAM, 0 TO 3 PERCENT SLOPES

UgB URBAN LAND, 0 TO 8 PERCENT SLOPES

SHT 7

SHT 7

SHT 7

SHT 11

4'TRENCHWIDTH

B

4 5

C

D

Entech Engineering - Printed: May. 15, 2026 H:\0004662.018\04-CAD\SheetFiles\HOP\SHEET 7.dwg

MT. PENN BOROUGH MUNICIPAL AUTHORITY

200 N. 25TH STREET

READING, PA 19606

SCALE: AS NOTED PROJECT NO. 4662.018

CHK'D BY: MDWDRAWN BY: MAH APPROVED BY: SER

DATE: 05/15/2026

REG. PROFESSIONAL ENGINEER

DATE: 05/15/2026

A

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1 2 3 4 5 6

05/15/2026 BIDDING SER0

DISTRICT COUNTY ROUTE SEGMENT SHEET

5-0 -2034 7 OF 11BERKS

DATE REV NO. REVISIONS APPD

CONSTRUCTION DETAILS

SCALE:3 NONE

GATE VALVE & VALVE BOX DETAIL

SCALE:1 NONE

CROSSING UNDER EXISTING UTILITY

PROPOSED WATER MAIN

SCALE:2 NONE

CROSSING OVER EXISTING UTILITY

TYPICAL PROPOSED WATER MAIN

4' -6

M

IN

SIDE VIEW END VIEW

NOTES:

1. RETAINER GLANDS REQUIRED ON ALL MECHANICAL JOINT FITTINGS.

COVER MARKED "WATER"

M.J. GATE VALVE6" PIPE BED UNDISTURBED EARTH

M.J. RESTRAINT GLAND

W/ MEGALUGS (TYP.

2 PLACES)

NO. 8 COARSE

AGGREGATE

3 PIECE

ROADWAY TYPE

VALVE BOX

10'-0"

" M

IN

EQUAL

DISTANCE

EQUAL

DISTANCE

4' -6

M

IN

NEW WATER MAIN

MECHANICAL JOINTS

REQUIRED (TYP.)

WHEN VERTICAL SEPARATION IS

LESS THAN 18", PROVIDE CONCRETE

ENCASEMENT ON UNDISTURBED

GROUND. THE LENGTH OF THE

ENCASEMENT SHALL EXTEND

A MINIMUM OF 3 FEET BEYOND

THE CENTERLINE OF THE WATER

MAIN IN BOTH DIRECTIONS

4' -6

M

IN

" M

IN

EQUAL

DISTANCE

EQUAL

DISTANCE

10'-0"

NEW WATER MAIN

WHEN VERTICAL SEPARATION IS

LESS THAN 18", PROVIDE CONCRETE

ENCASEMENT ON UNDISTURBED

GROUND. THE LENGTH OF THE

ENCASEMENT SHALL EXTEND

A MINIMUM OF 3 FEET BEYOND

THE CENTERLINE OF THE WATER

MAIN IN BOTH DIRECTIONS

MECHANICAL JOINTS

REQUIRED (TYP.) SCALE:4 NONE

TYPICAL WATERMAIN ABANDONMENT DETAIL

NOTES:

1. TRANSITION END CAP MAY BE USED IN LIEU OF A TRANSITION COUPLING.

2. FILL MAIN WITH PRESSURIZED GROUT AND CAP FOR ALL WATER MAINS 8" OR

GREATER LOCATED WITHIN STATE ROAD RIGHTS-OF-WAY.

WATERMAIN TO BE ABANDONED

DIP OR

PVC C900

MEGA-LUG RESTRAINT

MJ CAP

TRANSITION COUPLING,

WHEN NECESSARY

SCALE:5 NONE

TYPICAL CONCRETE ENCASEMENT DETAIL

NOTES:

1. ALL CONCRETE SHALL HAVE MINIMUM COMPRESSIVE STRENGTH OF 3000

PSI AT THE END OF 28 DAYS.

2. PROVIDE 12" MINIMUM OF CLEARANCE BETWEEN CONCRETE ENCASEMENT

AND OTHER UTILITIES BEING CROSSED.

3. PROVIDE 3' MIN. COVER FROM THE TOP OF CONCRETE CASING TO THE

SURFACE.

6" O

D 6"

6" OD 6"

4' -6

" M

IN

. D

EP

TH

FR

O M

F

IN

IS

H

ED

G

R

AD

E

BELL OF PIPE

BARREL OF PIPE

PIPELINE

UNDISTURBED

EARTH

3' -0

" M

IN

AS

R

EQ

U

IR

ED

AS

R

EQ

U

IR

ED

SCALE:6 NONE

BORING DETAIL

STEEL CASING PIPE, LEAK PROOF

CONSTRUCTION, BORE AND JACK

INSTALLATION

SEAL ENDS OF CASING PIPE WITH

RUBBER MOLDED PULL ON END

SEAL. SEE DETAIL THIS SHEET

CASING SPACERS W/ POLYMER

RUNNERS. ONE SPACER SHALL

BE PLACED AT THE SPIGOT END

OF EACH SECTION OF ALL OTHERS

SPACERS AT 8 FOOT INTERVALS

DUCTILE IRON

CARRIER PIPE

CASING PIPE

CARRIER PIPE

CRUSHED STONE

RUBBER MOLDED PULL ON

END SEAL W/ STAINLESS

STEEL BANDS (TYP. BOTH

ENDS OF CASING)

CASING END SEALCARRIER PIPE SUPPORT DETAIL

16.00"

16" DIA.

CASING PIPE

14.32"

STEEL

136 LBS.

SPIRAL WELDED

CARRIER/CASING PIPE DATA TABLE FOR UTILITY BORING

PROCESS OF MANUFACTURE

MATERIAL

WEIGHT PER FOOT 21.1 LBS.

DUCTILE IRON

........................NOMINAL SIZE OF PIPE

NORMAL OPERATING PRESSURE

CONTENTS TO BE HANDLED

O.S. DIAMETER

I.S. DIAMETER

WALL THICKNESS

8.27"

0.33"

8.93"

8" DIA.

WATER

160 PSI

................ 0.84"

N/A

N/A

CARRIER PIPE CASING PIPE

........METHOD OF INSTALLATION

DETAILS OF SEAL OR PROTECTION

........................... AT ENDS OF CASING

OPEN CUT

N/A SEALS

OPEN CUT

RUBBER

DETAILS/CATHODIC PROTECTION

SPECIFICATION

GRADE OR CLASS

TYPE OF JOINT

TEST PRESSURE

TYPE OF COATING

MJ W/ FIELD

NONE

NONE

200 PSI

AWWA C151

CONTINUOUS

COAL TAR

NONE

BUTT WELD ...

GRADE B

ASTM A53

N/A

CARRIER PIPE

3/8"Ø TRUSS ROD

STRETCHER BAR

TERMINAL POST

BRACE RAIL

TOP RAIL W/ TIE

WIRES @ 24" O.C.

GATE OPENING 23 FT.

3' -6

3' -0

6' -0

SCALE:9 NONE

DOUBLE SWING GATE DETAIL

1'-0"

10"1' -6

PLUNGER ROD

LATCH FORK

PLUNGER ROD

CATCH

LOCK KEEPER

BOTTOM RAIL

4"

XX

XX

XX

XXX

XXX

XXX

XXX

XXX

XXX

XX

XX

XX

2" M

AX

. C

LE

AR

F R

O M

G R

AD

E

TO

F

EN

C

IN

G

HOOK BOLTS

3/8"Ø TRUSS ROD

STRETCHER BAR

TERMINAL POST

10'-0" MAX.

3' -6

3' -0

1'-0"

LINE POST

POST TIE WIRES

@ 15" O.C.

BRACE RAIL

TOP RAIL W/ TIE

WIRES @ 24" O.C.

6' -0

SCALE:8 NONE

CHAIN LINK FENCE CORNER DETAIL

BOTTOM RAIL

4"

XXXXXXX

XXXXXXX

XXXXXXX

2" M

AX

. C

LE

AR

F R

O M

G R

AD

E

TO

F

EN

C

IN

G

12"

STREET/PUBLICFACILITY

SIDE SIDE

1' -0

3'

-6

3' -0

1'-0"

6' -0

SCALE:7 NONE

CHAIN LINK FENCE DETAIL

2" MAX. CLEAR FROM

GRADE TO FENCING

3,000 PSI CONCRETE

POURED AGAINST

UNDISTURBED EARTH

FINISHED GRADE

3 STRAND BARBED WIRE

DECORATIVE STONE

12" 12"

4"

CENTRIFUGALLY

CAST

LOK GASKETS

ST. LAWRENCE BOROUGH

GENERAL SHEET NOTES

1. REFER TO SHEET 1 FOR DRAWING INDEX, DRAWING

CONVENTIONS AND MAP.

2. REFER TO SHEET 2 FOR GENERAL PERMIT NOTES

AND HOP DESIGN NOTES.

3. REFER TO SHEET 3 FOR GENERAL PROJECT NOTES

AND LEGEND.

4. PENNDOT DOES NOT REVIEW OR APPROVE THESE

DETAILS.

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Entech Engineering - Printed: May. 15, 2026 H:\0004662.018\04-CAD\SheetFiles\HOP\SHEET 8.dwg

MT. PENN BOROUGH MUNICIPAL AUTHORITY

200 N. 25TH STREET

READING, PA 19606

SCALE: AS NOTED PROJECT NO. 4662.018

CHK'D BY: MDWDRAWN BY: MAH APPROVED BY: SER

DATE: 05/15/2026

REG. PROFESSIONAL ENGINEER

DATE: 05/15/2026

A

B

C

D

1 2 3 4 5 6

05/15/2026 BIDDING SER0

DISTRICT COUNTY ROUTE SEGMENT SHEET

5-0 -2034 8 OF 11BERKS

DATE REV NO. REVISIONS APPD

CONSTRUCTION DETAILS

3"

NOTES:

1. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF

3000 PSI AT THE END OF 28 DAYS.

2. ALL REINFORCING STEEL SHALL BE GRADE 60 DEFORMED BARS.

3. INSTALL CONCRETE THRUST BLOCKS AT EACH ELBOW, TEE AND CAPPED

OR VALVED END FITTINGS LOCATED IN THE HORIZONTAL PLANE.

4. PAINT ALL EXPOSED STEEL WITH TWO COATS OF ASPHALT PAINT.

5. NO COUPLING OR JOINTS SHALL BE COVERED WITH CONCRETE.

6. ALL-THREADS WITH PIPE STRAPS MAY BE USED IN PLACE OF

REINFORCING BARS.

7. ALL THRUST BLOCKS SHOWN ARE INTENDED AS A GUIDE AND SHALL

WITHSTAND THE REQUIRED PRESSURE.

8. RETAINER GLANDS REQUIRED ON ALL MECHANICAL JOINT FITTINGS.

9. CERTAIN SITUATIONS MAY WARRANT THE USE OF TIE RODS,

AUTHORIZED BY THE OWNER ONLY.

10. PIPING SHALL BE WRAPPED WITH POLYETHYLENE PRIOR TO PLACEMENT

OF CONCRETE.

11. FOR SOIL BEARING VALVES LESS THAN 1 TON / SQ. FT., CONSULT WITH

ENGINEER FOR RECOMMENDATION.

HORIZONTAL THRUST BLOCKING DETAILS

SECTION B-BPLAN VIEW

PIPE BED

#6 REINFORCING

BARS @ 9" O.C. EW

DUCTILE IRON

BEND

DUCTILE IRON BEND

PIPE BED

BE

AR

IN

G

S U

R

FA

C E

BE

AR

IN

G

S U

R

FA

C E

GRADE

GRADE

GRADE

DUCTILE IRON

TEE

DUCTILE IRON PIPE

PIPE BED

EARTH

(2) #6 REINFORCEMENT BARS

BE

AR

IN

G

S U

R

FA

C E

ALTERNATE SECTION A-ASECTION A-APLAN VIEW

BEARING

SURFACE

EARTH (TYP.)

BEARING

SURFACE

6"

(TYP.)

4"

VERTICAL THRUST BLOCKING DETAILS

SECTION C-CVERTICAL THRUST UPWARD

D

EP

TH

WIDTH

VE

R

TI

C

AL

EM

BE

D

M

EN

T

D

EP

TH

LENGTH

DUCTILE IRON

TEE

DUCTILE IRON PIPE

(2) #6 REINFORCING

BARS

EACH U-SHAPED BAR

SHALL BE CONSIDERED

AS ONE BAR FOR

COMPUTING CROSS

SECTIONAL AREAS

RETAINER

GLANDS

U-SHAPED

REINFORCING

BARS AROUND

PIPE

VERTICAL THRUST BLOCKING UPWARD

THRUSTS SCHEDULE OF DIMENSIONS

150 PSI WORKING PRESSURE

HORIZONTAL THRUST BLOCKING

SCHEDULE OF DIMENSIONS

MINIMUM SQUARE FEET OF BEARING SURFACE REQUIRED FOR HORIZONTAL THRUST

BLOCKING AND VERTICAL THRUSTS DOWNWARD

DEGREE BEND OR DEFLECTION

10" AND 12"6" AND 8"

TYPE OF BEARING MATERIAL

AND ALLOWANCE LOADS

DEGREE BEND OR DEFLECTION

11-1/4° 22-1/2° 45° 90° 11-1/4° 22-1/2° 45° 90°

SAND 1 TON/SQ. FT.

SOFT CLAY 1 TON/SQ. FT. 1.50 3.00 6.00 12.00 3.00 6.00 12.00 24.50

SAND AND GRAVEL

2TON/SQ. FT. 1.00 1.50 3.00 6.00 1.50 3.00 6.00 12.00

CLAY 3 TON/SQ. FT. 1.00 1.00 2.00 4.00 1.00 2.00 4.00 8.00

SOFT ROCK 5 TON/SQ. FT. 1.00 1.00 1.00 2.50 1.00 1.00 2.50 5.00

ROCK 20 TON/SQ. FT. 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

PIPE SIZES

DEGREE BEND OR DEFLECTION

18" AND 20"14" AND 16"

TYPE OF BEARING MATERIAL

AND ALLOWANCE LOADS

DEGREE BEND OR DEFLECTION

11-1/4° 22-1/2° 45° 90° 11-1/4° 22-1/2° 45° 90°

SAND 1 TON/SQ. FT.

SOFT CLAY 1 TON/SQ. FT. 5.50 11.00 21.50 43.00 8.50 16.50 33.00 66.00

SAND AND GRAVEL

2TON/SQ. FT. 2.50 5.50 11.00 21.50 4.00 8.50 16.50 33.00

CLAY 3 TON/SQ. FT. 2.00 3.50 7.00 14.00 3.00 5.50 11.00 22.00

SOFT ROCK 5 TON/SQ. FT. 1.00 2.00 4.50 8.50 1.50 3.50 6.50 13.00

ROCK 20 TON/SQ. FT. 1.00 1.00 1.00 2.00 1.00 1.00 1.50 3.50

PIPE SIZES

DEGREE BEND

OR DEFLECTION

6" AND 8" 10" AND 12" 14" AND 16"PIPE SIZES

LENGTH

WIDTH

DEPTH

SQ. IN. REINFORCING

11-1/4° 22-1/2° 45°

3.00 4.00 6.00

11-1/4° 22-1/2° 45° 11-1/4° 22-1/2° 45°

3.00 3.00 3.00

2.00 3.00 4.00

0.17 0.33 0.65

4.50 6.00 8.00

3.00 3.00 4.00

3.00 4.50 5.00

0.37 0.74 1.46

6.00 8.00 11.00

3.50 3.50 5.00

3.50 5.00 5.00

0.66 1.32 2.60

BAR NO. 5 6 7 8 9 10 11

CROSS-SECTION

IN.2 PER BAR

VERTICAL

EMBEDMENT

0.31 0.44 0.60 0.79 1.00 1.27 1.56

15" 19" 26" 35" 44" 56" 68"

(2) #6 REINFORCING

BARS

ST. LAWRENCE BOROUGH

GENERAL SHEET NOTES

1. REFER TO SHEET 1 FOR DRAWING INDEX, DRAWING

CONVENTIONS AND MAP.

2. REFER TO SHEET 2 FOR GENERAL PERMIT NOTES

AND HOP DESIGN NOTES.

3. REFER TO SHEET 3 FOR GENERAL PROJECT NOTES

AND LEGEND.

B

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Entech Engineering - Printed: May. 15, 2026 H:\0004662.018\04-CAD\SheetFiles\HOP\SHEET 9.dwg

MT. PENN BOROUGH MUNICIPAL AUTHORITY

200 N. 25TH STREET

READING, PA 19606

SCALE: AS NOTED PROJECT NO. 4662.018

CHK'D BY: MDWDRAWN BY: MAH APPROVED BY: SER

DATE: 05/15/2026

REG. PROFESSIONAL ENGINEER

DATE: 05/15/2026

A

B

C

D

1 2 3 4 5 6

05/15/2026 BIDDING SER0

EROSION AND SEDIMENTATION CONTROL NOTES

DISTRICT COUNTY ROUTE SEGMENT SHEET

5-0 -2034 9 OF 11BERKS

DATE REV NO. REVISIONS APPD

STANDARD NOTES

1. ALL EARTH DISTURBANCES, INCLUDING CLEARING AND GRUBBING AS WELL AS CUTS AND FILLS SHALL BE DONE IN

ACCORDANCE WITH THE APPROVED E&S PLAN. A COPY OF THE APPROVED 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. THE REVIEWING AGENCY 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 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.

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 LOCAL 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.

CLEAN FILL IS DEFINED AS: UNCONTAMINATED, NON-WATER SOLUBLE, NON-DECOMPOSABLE, INERT, SOLID MATERIAL. THE TERM INCLUDES SOIL, ROCK, STONE, DREDGED MATERIAL, USED ASPHALT, AND BRICK, BLOCK OR CONCRETE FROM CONSTRUCTION AND DEMOLITION ACTIVITIES THAT IS SEPARATE FROM OTHER WASTE AND IS RECOGNIZABLE AS SUCH. THE TERM DOES NOT INCLUDE MATERIALS PLACED IN OR ON THE WATERS OF THE COMMONWEALTH UNLESS OTHERWISE AUTHORIZED. (THE TERM "USED ASPHALT" DOES NOT INCLUDE MILLED

ASPHALT OR ASPHALT THAT HAS BEEN PROCESSED FOR RE-USE).

CLEAN FILL AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE: FILL MATERIALS AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE STILL QUALIFIES AS CLEAN FILL PROVIDED THE TESTING REVEALS THAT THE FILL MATERIAL CONTAINS CONCENTRATIONS OF REGULATED SUBSTANCES THAT ARE BELOW THE RESIDENTIAL LIMITS IN TABLES FP-1A AND FP-1B FOUND IN THE DEPARTMENT'S POLICY "MANAGEMENT OF FILL".

ANY PERSON PLACING CLEAN FILL THAT HAS BEEN AFFECTED BY A SPILL OR RELEASE OF A REGULATED SUBSTANCE MUST USE FORM FP-001 TO CERTIFY THE ORIGIN OF THE FILL MATERIAL AND THE RESULTS OF THE ANALYTICAL TESTING TO QUALIFY THE MATERIAL AS CLEAN FILL. FORM FP-001 MUST BE RETAINED BY THE OWNER OF THE

PROPERTY RECEIVING THE FILL.

ENVIRONMENTAL DUE DILIGENCE: THE APPLICANT MUST PERFORM ENVIRONMENTAL DUE DILIGENCE TO DETERMINE IF THE FILL MATERIALS ASSOCIATED WITH THE PROJECT QUALIFY AS CLEAN FILL. ENVIRONMENTAL DUE DILIGENCE IS DEFINED AS: INVESTIGATIVE TECHNIQUES, INCLUDING, BUT NOT LIMITED TO, VISUAL PROPERTY INSPECTIONS, ELECTRONIC DATA BASE SEARCHES, REVIEW OF PROPERTY OWNERSHIP, REVIEW OF PROPERTY USE HISTORY, SANBORN MAPS, ENVIRONMENTAL QUESTIONNAIRES, TRANSACTION SCREENS, ANALYTICAL TESTING, ENVIRONMENTAL ASSESSMENTS OR AUDITS. ANALYTICAL TESTING IS NOT A REQUIRED PART OF DUE DILIGENCE UNLESS VISUAL INSPECTION AND/OR REVIEW OF THE PAST LAND USE OF THE PROPERTY INDICATES THAT THE FILL MAY HAVE BEEN SUBJECTED TO A SPILL OR RELEASE OF REGULATED SUBSTANCE.