1-Plans.pdf

FROM STA

TOTAL SHEETSROUTECOUNTYDISTRICT BOROUGH

4-0 4

OFFSETOFFSET

LENGTHTO STA FT MI

FROM SEG TO SEG

IN COUNTY

DATE:

PROFESSIONAL ENGINEER

HIGHWAY OCCUPANCY PERMIT PLANS

HOP

STATE ROUTE

PENNSYLVANIA

DATE: JOB NO.:PROJECT DESIGNER:

DRAWN BY: CHECKED BY:

DJY

PPC

PPC

HOP APPLICATION NOS.

TOWNSHIP SECTION

UTILITY LINE PROTECTION."

287 OF 1974, AS AMENDED, ENTITLED "UNDERGROUND

TO COMPLY WITH THE REQUIREMENTS OF PENNSYLVANIA ACT

AND THE INFORMATION CONTAINED THEREON ARE CAUTIONED

ALL DESIGNERS AND CONTRACTORS UTILIZING THIS PLAN

DESCRIPTION LAST REVISED

COVER SHEET

GENERAL NOTES

TRAFFIC DATA

LIST OF PUBLIC UTILITIES

SHEET

DESIGN DESIGNATION

benesch_Pottsvillepcapitano 07\13\2026 11:11:46

P L

O T

T E

D

F I

L E

N A

M E

Y

P e n n s y l v a n i a

X X

S

F o s t e r

L u z e r n e

S

R

E n g

D o c s

B a s e

C o v e r d g n

D e f a u l t

O P

E R

A T

O R

D

C

D D

R E

V I

S I

O N

EXCAVATION

10 BUSINESS DAYS PRIOR TO THE START OF

THAN 3 BUSINESS DAYS NOR MORE THAN

DIAL 8-1-1 OR 1-800-242-1776 NOT LESS

SYSTEM SERIAL NUMBER

PENNSYLVANIA ONE CALL

STREETSCAPE PROJECT

LUZERNE

SR 0940

P E

N

N S Y L V

A

N

I A

C O

M

M O

NW EALT

H

O

F

REGISTERED

PROFESSIONAL

ENGINEER

DOMINIC J. YANNUZZI

044912-E

LUZERNE

TYPICAL SECTION

20261552444

Wilkes-Barre, Pennsylvania 18705

Suite 402

670 S River Street

Alfred Benesch & Company

07\13\2026

SHOULDER WIDTH - 3 FT

PAVEMENT WIDTH - 35 FT

DESIGN SPEED - 25 MPH

HIGHWAY CLASSIFICATION - RURAL MINOR ARTERIAL

- 4%TRUCK

T - 3

D - 55

DHV - 477 (K = 9%)

DESIGN YEAR ADT - 5416 (2031)

CURRENT ADT - 5298 (2026)

00+00 450

2167 2617

PATA FIGURES: 101-A, 102, 107, 201-A, 202-A AND 216.

TEMPORARY PORTABLE SIGN POST, "H" BASE AND "X" BASETC-8717

TYPE III BARRICADETC-8716

POST-MOUNTED SIGNS, TYPE BTC-8702B

BRACING AND PLANTING DETAILSRC-91M

HIGHWAY LIGHTING - LIGHTING AND ELECTRICAL DETAILSRC-84M

HIGHWAY LIGHTING - FOUNDATIONS CONVENTIONAL LIGHTING POLERC-80M

INLET AND OUTLET PROTECTIONRC-72M

CURB RAMPS AND SIDEWALKSRC-67M

CONCRETE MOUNTABLE CURBSRC-65M

CURBS AND GUTTERSRC-64M

SUBSURFACE DRAINSRC-30M

CLASSIFICATION OF EARTHWORKRC-10M

ALSO INCLUDED:

0.09

07\13\2026

412366

0940 (CENTRE STREET)

FOSTER TOWNSHIP

0110 0110

FREELAND, PA. 18224

1000 WYOMING AVENUE

FOSTER TOWNSHIP

PREPARED FOR:

0326-609022.20

FOSTER

4+50

AERIAL VIEW

EMAIL: DLHAUPT@PPLWEB.COM

CONTACT: DOUG HAUPT

ADDRESS: 437 BLUE CHURCH ROAD, PAXINOS, PA. 17860

COMPANY: PPL ELECTRIC UTILITIES CORPORATION

EMAIL: STEFANS@HCAWATER.ORG

CONTACT: STEFAN SCALLEAT

ADDRESS: 400 E ARTHUR GARDNER PARKWAY, HAZLETON, PA 18201

COMPANY: HAZLETON CITY AUTHORITY WATER DEPT.

EMAIL: TRICIA.L.JACOBS@VERIZON.COM

CONTACT: TRICIA JACOBS

ADDRESS: 40 S MERCER STREET, NEW CASTLE, PA 16101

COMPANY: VERIZON PENNSYLVANIA LLC.

EMAIL: BRADLEY.SAUERS@AMWATER.COM

CONTACT: BRAD SAUERS

ADDRESS: 306 W FRONT STREET, PO BOX 249, BERWICK, PA 18603

COMPANY: PENNSYLVANIA AMERICAN WATER

EMAIL: 800-941-3430

CONTACT: CLEC LOCATE DESK PERSONNEL

ADDRESS: 4005 N RODNEY PARHAM ROAD, LITTLE ROCK, AR. 72212

COMPANY: WINDSTREAM ENTERPRISE/WHOLESALE

tsteward@ugi.comEMAIL:

TIMOTHY STEWARDCONTACT:

2121 CITY LINE RD, BETHLEHEM, PA. 18017ADDRESS:

UGI UTILITIES INCCOMPANY:

EMAIL: robert.trently@secv.com

ROBERT TRENTLYCONTACT:

380 MAPLEWOOD DRIVE, HAZLE TWP, PA. 18202ADDRESS:

SERVICE ELECTRIC CABLEVISION INCCOMPANY:

tmfma@fmaws.orgEMAIL:

RYAN SMITHCONTACT:

711 BIRBECK STREET, FREELAND, PA 18224ADDRESS:

FREELAND MUNICIPAL AUTHORITYCOMPANY:

foster1@ptd.netEMAIL:

WILSON MALLOYCONTACT:

ADDRESS: 1000 WYOMING AVENUE, FREELAND, PA 18224

COMPANY: FOSTER TOWNSHIP

1-800-242-1776

PENNSYLVANIA ONE CALL SYSTEM, INC.

STOP-CALL BEFORE YOU DIG!

GENERAL NOTES: GENERAL NOTES: (CONT.)

TRAFFIC (MPT) NOTES:

MAINTENANCE AND PROTECTION OF

UNDERGROUND UTILITIES:

& COMPANY, OR THEIR REPRESENTATIVES.

UNDERGROUND UTILITIES IS NOT ON THE CONTRACTING OFFICER OR ALFRED BENESCH

MISIDENTIFICATION, MISLOCATION OR MISUNDERSTANDING OF THE LOCATION OF THE

ANY OTHER RISK OF OR RESPONSIBILITY FOR FINANCIAL LOSS RESULTING FROM

AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR AT THE PROJECT SITE.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED BY THE CONTRACTOR

AND (3) TO AVOID ALL UNNECESSARY CONFLICTS THEREWITH.

OF ALL UNDERGROUND UTILITIES PRIOR TO EXCAVATION OR DEMOLITION

OWNERS INDEPENDENTLY, (2) TO DETERMINE THE EXACT LOCATION

WITHOUT RELIANCE ON THESE PLANS: (1) TO CONTACT ALL UTILITY

CONTRACTOR IS RESPONSIBLE AT ITS SOLE COST AND EXPENSE AND

ONLY, AND IS NOT GUARANTEED TO BE COMPLETE OR ACCURATE.

UNDERGROUND UTILITIES IS FOR GENERAL INFORMATION AND GUIDANCE

DIMENSIONS, DEPTH, SIZE, LOCATION OR ANY OTHER FEATURE OF

NOTE: INFORMATION ON THESE PLANS CONCERNING THE CONDITIONS,

AVAILABLE SURFACE INFORMATION IS INDICATED ON THE DRAWINGS.

SHOWN ON THE PLANS. NO FIELD EXCAVATION HAS BEEN PERFORMED.

THAT ALL UNDERGROUND INSTALLATION OR STRUCTURES ARE

UTILITY INSTALLATION OR STRUCTURES SHOWN ON THE PLANS, OR

EITHER THE ACCURACY OF THE LOCATION OF THE PRESENT UNDERGROUND

COMPANY DOES NOT GUARANTEE, REPRESENT, WARRANT OR ASSURE

COMPANY FROM THE UTILITIES LISTED ABOVE. ALFRED BENESCH &

ACCORDANCE WITH INFORMATION THAT HAS BEEN PROVIDED TO ALFRED BENESCH &

WARNING! EXISTING UTILITIES, AS SHOWN ON THESE DRAWINGS, ARE IN

REQUESTED BY HOMEOWNER AND APPROVED BY ENGINEER/OWNER.

SIDEWALKS, LAWNS, ETC. TO THEIR EXISTING CONDITION UNLESS SUBSTITUTE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ALL DRIVEWAYS,

PURPLE - NON-POTABLE WATER, IRRIGATION OR SLURRY LINES

WHITE - PROPOSED EXCAVATION

GREEN - SEWERS AND DRAIN LINES

BLUE - POTABLE WATER

ORANGE - COMMUNICATION, ALARM OR SIGNAL LINES, CABLES OR CONDUIT

YELLOW - GAS, OIL, STEAM, PETROLEUM OR GASEOUS MATERIALS

RED - ELECTRIC POWER LINES, CABLES, CONDUIT AND LIGHTING CODES

ACCORDANCE WITH UNIFORM COLOR CODES. KNOW THEM!

ACT NO. 187 STANDARDIZES THE COLOR-MARKING OF UNDERGROUND UTILITIES IN

SERIAL NO.: 20261552444

USE IT!

THIS PROJECT HAS A SERIAL NUMBER REGISTERED WITH THE ONE CALL SYSTEM, IN.

PENNSYLVANIA.

THE DESIGN PHASE. THESE REQUIREMENTS APPLY ANYWHERE IN THE COMMONWEALTH OF

THAN 10 WORKING DAYS NOR MORE THAN 90 WORKING DAYS NOTICE WHEN ENGAGED IN

TRENCH, TUNNEL OR DEMOLISH. ACT NO. 187 REQUIRES DESIGNERS TO GIVE NO LESS

BORE, DIG, DITCH, DRILL, DRIVE-IN, GRADE, PLOW-IN, PULL-IN, RIP, SCRAPE,

TO MOVE EARTH WITH OR WITHOUT EXPLOSIVES), ANCHOR, AUGER, BACKFILL, BLAST,

10 WORKING DAYS NOTICE FROM EXCAVATORS/DEMOLITION CONTRACTORS WHO ARE ABOUT

PROTECTION ACT, REQUIRES NO LESS THAN 3 WORKING DAYS NOTICE NOR MORE THAN

PENNSYLVANIA ACT NO. 287 OF 1974 AS AMENDED, THE UNDERGROUND UTILITY LINE

CONSTRUCTION ACTIVITIES WITHIN PENNDOT'S RIGHT-OF-WAY.

15. THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 DURING

PREVENT TRAFFIC CONGESTION AND UNSAFE TRAFFIC CONDITIONS.

14. RESTRICTING TRAFFIC FLOW WITHIN THE WORK AREA SHALL BE MINIMIZED TO

COMPLETION OF THAT DAY'S WORK PERIOD.

13. REMOVE ALL SHORT-TERM WORK ZONE TRAFFIC CONTROL SIGNING UPON

CONSISTENT WITH PUBLICATION 408, SECTION 901.3(J).

12. DROPOFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE TREATED

MINIMUM OF 24-HOURS PRIOR TO CLOSURE.

LOCATION. CONTRACTOR SHALL COORDIANTE WITH THE PROPERTY OWNER A

DURING CONSTRUCTION EXCEPT WHEN PHYSICAL WORK IS OCCURRING AT THAT

GUIDELINES". CONTRACTOR MUST ENSURE DRIVEWAYS REMAIN ACCESSIBLE

OF THE CURRENT PENNDOT PUBLICATION 213, "TEMPORARY TRAFFIC CONTROL

ACCORDANCE WITH PATA FIGURES 101-A, 102, 107, 201-A, 202-A, AND 216

11. MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN

DETOURS).

IMPACTS (E.G., LATERAL WIDTH RESTRICTIONS LESS THAN 16 FEET,

COORDINATOR AT LEAST FOURTEEN DAYS PRIOR TO ANY SIGNIFICANT TRAFFIC

PUBLIC, THE DISTRICT PERMIT MANAGER AND THE DISTRICT APRAS

FIRE, MEDICAL), AFFECTED BUSINESSES, SCHOOL DISTRICT(S), THE GENERAL

10. PERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G., POLICE,

THE DAY PRIOR TO THE LEGAL HOLIDAY.

HOLIDAYS. ALL RESTRICTIONS AND CLOSURES ARE TO BE REMOVED BY NOON ON

FRIDAYS OR ON LEGAL HOLIDAYS AND WEEKENDS ASSOCIATED WITH LEGAL

AM AND 9:00 AM AND BETWEEN 3:00 PM AND 6:00 PM MONDAYS THROUGH

9. NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE PERMITTED BETWEEN 6:00

APPROVED AND LISTED IN PENNDOT PUBLICATION 35 (BULLETIN 15).

OR BETTER PRISMATIC RETROREFLECTIVE SHEETING. SHEETING SHALL BE

8. ALL CHANNELIZING DEVICES, BARRICADES, AND SIGNS SHALL HAVE TYPE III

ROADS.

THAT SIGHT DISTANCES WILL NOT BE OBSTRUCTED AT DRIVEWAYS AND LOCAL

7. DRIVEWAYS WILL BE KEPT ACCESSIBLE AT ALL TIMES. LOCATE ALL SIGNS SO

6. ALL SIGNS AND DEVICES TO BE MAINTAINED IN NEW OR LIKE NEW CONDITION.

PAVEMENT MARKINGS.

5. COVER OR REMOVE ALL CONFLICTING SIGNS AND ERADICATE ALL CONFLICTING

PRIOR TO START OF WORK.

4. PERMITTEE MUST ARRANGE FOR INSPECTION OF ALL TRAFFIC CONTROL DEVICES

FORCES.

PENNDOT WILL REMOVE ANY TRAFFIC CONTROL DEVICES ERECTED BY DEPARTMENT

3. REMOVE THESE DEVICES IMMEDIATELY UPON COMPLETION OF THE WORK.

11. PA CODE, TITLE 67, CHAPTER 212.

10. FHWA MUTCD, CURRENT EDITION;

9. PENNDOT PUBLICATION 408;

8. PENNDOT PUBLICATION 236;

7. PENNDOT PUBLICATION 213;

6. PENNDOT PUBLICATION 212;

5. PENNDOT PUBLICATION 148;

4. PENNDOT PUBLICATION 111M;

3. PENNDOT PUBLICATION 72M;

2. PENNDOT PUBLICATION 46;

1. PENNDOT PUBLICATION 35;

CONSISTENT WITH THE METHODS INDICATED IN THE FOLLOWING:

MAINTAIN TRAFFIC DURING HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES

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

CONSTRUCTION AREA AND WITHIN THE LIMITS OF CONSTRUCTION.

THE PROTECTION OF THE PUBLIC WHEN APPROACHING AND DEPARTING THE

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

RC-91M FEBRUARY 10, 2026

RC-84M FEBRUARY 10, 2026

RC-80M FEBRUARY 10, 2026

RC-72M FEBRUARY 10, 2026

RC-67M FEBRUARY 10, 2026

RC-64M APRIL 07, 2026

RC-30M FEBRUARY 10, 2026

RC-10M FEBRUARY 10, 2026

TC-8717 MARCH 16, 2026

TC-8716 MARCH 16, 2026

TC-8702B MARCH 16, 2026

DATA, PENNDOT, AND TOWNSHIP MAPPING AND ARE APPROXIMATE.

32. RIGHT-OF-WAY FOR TOWNSHIP ROADWAYS AND ALLEYS ARE FROM COUNTY TAX MAPS, COUNTY GIS

STRUCTURES ARE SHOWN.

PROVIDE FOR THEIR PROTECTION. THE OWNER DOES NOT GUARANTEE THAT ALL SUBSURFACE

SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND ALLOW FOR THEIR LOCATIONS AND

31. COORDINATE ALL WORK WITH UTILITY COMPANIES INVOLVED, EXISTING UTILITIES ARE NOT SHOWN. IT

SHOWN ON THE HOP PLANS.

30. ALL UTILITY RELOCATION PERMITS TAKE PRECEDENCE OVER THE UTILITY RELOCATION POSITIONS

WHICH ARE A RESULT OF THESE IMPROVEMENTS.

29. THE PERMITTEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY CONFLICTING UTILITIES

RC-45M).

ROADWAY PAVEMENT OF THOSE THAT MAY RECEIVE BICYCLE TRAFFIC (PENNDOT PUBLICATION 72M,

28. STRUCTURAL STEEL BICYCLE SAFE GRATES MUST BE PROVIDED FOR ALL INLETS WITHIN THE

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

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

OF THE CONSTRUCTION.

EXISTING AND NEW STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION

26. IT IS THE RESPONSIBILITY OF THE PERMITTEE TO REMOVE ANY DEBRIS AND FLUSH OUT ALL

25. ALL SLOPE MEASUREMENTS WILL BE INSPECTED/VERIFIED WITH A 2-FOOT SMART LEVEL.

UNLESS THE PERMISSION IS GRANTED BY THE TOWNSHIP TO WORK OTHERWISE.

24. WORK SHALL BE PERMITTED BETWEEN THE HOURS OF 7:00 AM TO 7:00 PM, MONDAY THROUGH FRIDAY,

23. ALL EXISTING SIGNS TO REMAIN MUST BE MAINTAINED DURING CONSTRUCTION.

DIRECTED BY THE OWNER'S REPRESENTATIVE.

22. PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE

THE CONTRACTOR IN THE FIELD.

21. ALL DIMENSIONS AND EXISTING FIELD CONDITIONS SHALL BE CHECKED AND VERIFIED BY

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

20. CONTRACTOR WILL NOTIFY THE PENNDOT PRESS OFFICE AT 570-963-4013 A MINIMUM OF

WITHOUT TIME INTERUPTIONS.

BEGIN CONSTRUCTION, ALL WORK WITHIN THE RIGHT-OF-WAY SHALL BE COMPLETED

19. FOR PERMITS REQUIRING A STATE INSPECTOR, FOLLOWING THE PERMITEES REQUEST TO

UTILIZED FOR REFERENCE.

GUIDANCE ON ADA ACCESSIBLE DESIGN FOR PEDESTRIAN FACILITIES AND CAN BE

STANDARDS FOR ROADWAY CONSTRUCTION (PENNDOT PUBLICATION 72M, RC-67M) PROVIDE

AND FACILITIES (ADAAG). PENNDOT DESIGN MANUAL PART 2, CHAPTER 6, AND PENNDOT

ACCESSIBILITY GUIDELINES (PROWAG) OF THE ACCESSIBILITY GUIDELINES OF BUILDINGS

WITH THE REQUIREMENTS OF THE U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY

THAT ARE OUTSIDE OF PENNDOT LEGAL RIGHT-OF-WAY, SHALL BE CONSTRUCTED TO COMPLY

18. ALL PROPOSED PEDESTRIAN FACILITIES REFLECTED ON THESE PLANS, INCLUDING THOSE

STRUCTURES WITHIN PENNDOT RIGHT-OF-WAY.

IN THE DEPARTMENT'S PUBLICATION 35 (BULLETIN 15), FOR ALL MATERIALS AND

17. MATERIAL CERTIFICATION MUST BE PROVIDED, BY AN APPROVED MANUFACTURER LISTED

PAVEMENT MARKINGS.

ERADICATED BY THE PERMITTEE. THE PERMITTEE SHALL PLACE ALL REQUIRED NEW

16. ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE SHALL BE

INSPECTOR-IN-CHARGE.

MAY BE REQUIRED. REPAIR/REPLACEMENT WILL BE AT THE DISCRETION OF THE

15. PRIOR TO AN OVERLAY, BITUMINOUS OR CONCRETE BASE REPAIR OR JOINT REPLACEMENT

EXISTING AS FOUND IN THE FIELD, WHICHEVER IS GREATER.

14. THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, OR MATCH THE

MILL AND OVERLAY THE TRAVEL LANE TO PREVENT A JOINT IN A WHEEL PATH.

IF THE SAWCUT MUST BE LOCATED WITHIN A TRAVEL LANE, IT WILL BE NECESSARY TO

THE INSPECTOR-IN-CHARGE AND WILL BE CONFIRMED AT THE PRE-CONSTRUCTION MEETING.

13. FINAL APPROVAL OF THE PROPOSED SAWCUT LOCATION WILL BE AT THE DISCRETION OF

12. CONSTRUCT PROJECT IN ACCORDANCE WITH PUBLICATION 408/2020, LATEST REVISION.

COUNTY OFFICE PRIOR TO WORKING DURING THESE PERIODS.

WEEKENDS, AND SPECIAL OR UNFORESEEN EVENTS AND WILL REQUIRE APPROVAL FROM THE

11. THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS,

EXCAVATION OR DEMOLITION WORK. SERIAL NUMBER 20261552444 FOR FOSTER TOWNSHIP.

10. CONTACT PENNSYLVANIA ONE-CALL (1-800-242-1776) THREE WORKING DAYS BEFORE

MARKINGS.

9. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED SIGNS AND PAVEMENT

FACILITIES AND DRAINAGE.

8. PERMITTEE IS RESPONSIBLE FOR MAINTENANCE OF ALL AUTHORIZED STRUCTURES,

7. PA STATE HIGHWAY RIGHT-OF-WAY MAY NOT BE USED FOR PARKING.

CHAPTER 441 REGULATIONS.

6. THE DRIVEWAYS WILL BE CONSTRUCTED AND MAINTAINED CONSISTENT WITH TITLE 67,

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

11. PENNDOT PUBLICATION 408, SPECIFICATIONS

10. PENNDOT PUBLICATION 213, TEMPORARY TRAFFIC CONTROL GUIDELINES

9. PENNDOT PUBLICATION 212, OFFICIAL TRAFFIC CONTROL DEVICES

8. PENNDOT PUBLICATION 111, PAVEMENT MARKINGS AND SIGNING STANDARDS

7. PENNDOT PUBLICATION 72M, STANDARDS FOR ROADWAY CONSTRUCTION

6. PENNDOT PUBLICATION 46, TRAFFIC ENGINEERING MANUAL

5. PENNDOT PUBLICATION 42, PRODUCERS OF READY-MIX CONCRETE (BULLETIN 42)

4. PENNDOT PUBLICATION 41, PRODUCERS OF BITUMINUOUS MATERIALS (BULLETIN 41)

3. PENNDOT PUBLICATION 35, APPROVED CONSTRUCTION MATERIALS (BULLETIN 15)

2. PENNDOT PUBLICATION 34, APPROVED AGGREGATE PRODUCERS (BULLETIN 14)

1. PENNDOT PUBLICATION 13M, DESIGN MANUAL PART 2 - HIGHWAY DESIGN

THE FOLLOWING:

4. ALL WORK IN PA STATE HIGHWAY RIGHT-OF-WAY IS TO BE PERFORMED CONSISTENT WITH

PENNDOT LEGAL RIGHT-OF-WAY WIDTH FROM STATION 00+00.00 TO 04+50.00 IS 50'. 3.

2. THE RIGHT-OF-WAY IS FREE ACCESS.

1. THE EXISTING SPEED LIMIT ON SR 0940 IS 25 MPH.

4-0 0940 OF

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

P L

O T

T E

D

F I

L E

M E

Y

P e n n s y l v a n i a

X X

S

F o s t e r

L u z e r n e

S R

E n g

D o c s

B a s e

G e n o t e s d g n

D e f a u l t

O P

E R

A T

O R pcapitano 07\13\2026 11:11:47benesch_Pottsville

4LUZERNE

FOSTER TOWNSHIP

mvincelli Image

Foster Township, Luzerne County, Pennsylvania

NTS

SHEET

6/2/2026 PPC

PRJ #Scale

Date Dwn

Aerial View

Alfred Benesch & Company

Wilkes-Barre, Pennsylvania

(570) 914-9030

Centre Street (SR 0940) Streetscape Improvements

Local Share Account Grant – C000086090

0326-609022.20

WEST

SIDE

Hazle Street

Wyoming Avenue

Legend

SR 0940

SEGMENT 0110

OFFSET 2617

SR 0940

SEGMENT 0110

OFFSET 2167

NOTES

- HOP PERMIT # 412366

- PA ONE CALL SERIAL # 20261552444

- WORK TO START AT TANGENT SECTION.

- PENNDOT ROW IS 50’

EAST

SIDE

NTS

dhuester PolyLine dhuester Line dhuester Line dhuester Text Box 0+00 dhuester Line dhuester Line dhuester Line dhuester Line dhuester Line dhuester Line dhuester Dimension dhuester Line dhuester Text Box

35'-0" CARTWAY

dhuester Dimension dhuester Line dhuester Text Box

5'-0" SIDEWALK W/ 2'-0" PAVEMENT RESTORATION (TYP)

dhuester Rectangle dhuester Dimension 350'-0" dhuester Line dhuester Text Box 1+00 dhuester Text Box 2+00 dhuester Text Box 3+00 dhuester Text Box 4+00 dhuester Line pcapitano Dimension pcapitano Line pcapitano Text Box

50'-0" PENNDOT ROW

pcapitano Line pcapitano Line mvincelli Text Box DO NOT DISTURB HANDICAP RAMPS IN THESE LOCATIONS. TIE NEW SIDEWALK INTO EXISTING RAMP. CONFIRM WITH ENGINEER IN FIELD.

mvincelli Line mvincelli Line mvincelli Text Box

. 25' FROM BOTH SIDES OF THE ROADWAY CL

mvincelli Ellipse mvincelli Ellipse mvincelli Ellipse mvincelli Ellipse mvincelli Ellipse mvincelli Text Box mvincelli Ellipse mvincelli Ellipse mvincelli Line mvincelli Line mvincelli Line mvincelli Line mvincelli Line mvincelli Line mvincelli Line mvincelli Rectangle mvincelli Text Box

MAINTAIN 17' WIDE DRIVEWAY PERMIT #04045859

mvincelli Line mvincelli Ellipse mvincelli Text Box mvincelli Text Box mvincelli Text Box mvincelli Text Box mvincelli Text Box mvincelli Text Box mvincelli Image mvincelli Image mvincelli Text Box

PAVEMENT