570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

CHECKED BY:

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DRAWN BY:REG. PROFESSIONAL ENGINEER

DATE: PROJECT DESIGNER: JOB NO.:

0325-609037.20CSR3/12/2026

KRRWSL3/12/2026DATE:

DISTRICT COUNTY ROUTE SECTION TOTAL SHEETSTOWNSHIP BOROUGH

HOP 5-0

SCHUYLKILL ORWIGSBURG 0443

TRAFFIC DATA (SR 0443)DESIGN DESIGNATION

MEDIAN WIDTH, MAXIMUM

SHOULDER WIDTH

PAVEMENT WIDTH

DESIGN SPEED

HIGHWAY CLASSIFICATION

30' ISLAND-

16' PARKING LANE-

1-18' LANE WB, 1-18' LANE EB-

25 MPH-

COMMUNITY ARTERIAL (TOWN CENTER)

URBAN MINOR ARTERIAL-

T

D

DHV

DESIGN YEAR ADT

CURRENT ADT

3.0%-

54%-

813 (K=10%)-

8126 (2030)-

8126 (2025)-

BOROUGH OF ORWIGSBURG, SCHUYLKILL COUNTY, PENNSYLVANIA

SR 0443 (WEST MARKET STREET)

SIDEWALK AND CURB REPLACEMENT

HIGHWAY OCCUPANCY PERMIT PLANS

HOP APPLICATION NO. 384990

0.143FROM STA TO STA LENGTH FT MI10+89.85 752.1518+42.00

OF EXCAVATION.

10 BUSINESS DAYS PRIOR TO THE START

THAN 3 BUSINESS DAYS NOR MORE THAN

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

COORDINATE PA AT WWW.PAONECALL.ORG

COORDINATE YOUR PROJECTS VIA

PENNSYLVANIA ONE CALL SYSTEM SERIAL NUMBER

20260290812

LIST OF PUBLIC UTILITIES

(570) 490-5684

DLHAUPT@PPLWEB.COM

DOUG HAUPT

PAXINOS, PA 17860

437 BLUE CHURCH RD,

PPL ELECTRIC UTILITIES

(570) 366-3103

MANAGER@ORWIGSBURG.GOV

WILLIAM REPPY

ORWIGSBURG, PA 17961

333 S LIBERTY ST,

ORWIGSBURG BOROUGH

1CALL-VERIZON-PADE@VERIZON.COM

ATTN: OFFICE PERSONNEL

VERIZON PENNSYLVANIA, LLC

(804) 562-3409

DEBBIE_KING@CABLEPS.COM

ATTN: DEBBIE KING

MIDLOTHIAN, VA 23112

PO BOX 4816

CABLE PROTECTION SERVICES, INC

COMCAST

SERIAL NO. 20260290812

UTILITY LINE PROTECTION."

1974, AS AMENDED, ENTITLED "UNDERGROUND

REQUIREMENTS OF PENNSYLVANIA ACT 287 OF

THEREON ARE CAUTIONS TO COMPLY WITH THE

THIS PLAN AND THE INFORMATION CONTAINED

ALL DESIGNERS AND CONTRACTOR UTILIZING

4000 FEET0 2000

LOCATION MAP

SCHUYLKILL COUNTY

BOROUGH OF ORWIGSBURG

SR 0443

SEG 0470 OFFSET 1809

STA 10+89.85

LIMIT OF WORK

SCHUYLKILL COUNTY

BOROUGH OF ORWIGSBURG

SR 0443

SEG 0478 OFFSET 0074

STA 18+42.00

LIMIT OF WORK

PHONE: (570) 366-3103

EMAIL: MANAGER@ORWIGSBURG.GOV

CONTACT: WILLIAM REPPY

ORWIGSBURG, PA 17961

333 S. LIBERTY STREET

BOROUGH OF ORWIGSBURG

APPLICANT:

FROM SEG OFFSET TO SEG OFFSET0470 1809 0478 0074

LEGEND

(CITY OR BOROUGH STREET)

TOWNSHIP ROAD

STATE HIGHWAY

PROJECT LOCATION

SR 2

SR 2

S R

SR 2

SR 2013

SR 2003

TOWNSHIP

BRUNSWICK

WEST

TOWNSHIP

MANHEIM

NORTH

ORWIGSBURG

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

PE087842

KEVIN R. RICHARDS

EPS #384990

krichards 3/17/2026 6:58:30 PM Y:\Pennsylvania\03XX-60S\0325-609037.20_Oburg_MTF_Sidewalk\Eng_Docs\Roadway\HOP\HOP_Index.dgn (Detail Only (Sheet))

5-0 0443 OF

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

SCHUYLKILL

BOROUGH OF ORWIGSBURG

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE087842

KEVIN R. RICHARDS

INDEX MAP

100 FEET0 50

2 3

4 5 6 7 8 9 10 11 12 13 14

15 16 17 18 19 20 21 22 23 24 25 26

27 28

29 30

W MARKET ST E MARKET ST

N L

IB

E

R T

Y S

T

N W

A R

R E

N S

T

N W

A Y

N E

S T

S L

IB

E

R T

Y S

T

S W

A R

R E

N S

T

S W

A Y

N E

S T

SCHUYLKILL COUNTY

BOROUGH OF ORWIGSBURG

SR 0443 SEC HOP

SEG 0470 OFFSET 1809

STA 10+89.85

LIMIT OF WORK

SCHUYLKILL COUNTY

BOROUGH OF ORWIGSBURG

SR 0443 SEC HOP

SEG 0478 OFFSET 0074

STA 18+42.00

LIMIT OF WORK

6 7

S70°09'47"E

10 11 12 13 14 15 16 17 1810 15

NORTH EAST

COORDINATES

POINT

CONTROL

TYPE

ELEV.

IP

IP

628.93'

621.12'

485619.771

485809.786

2426299.561

2425760.761

SURVEY TRAVERSE CONTROL POINT COORDINATES

COMBINED GRID FACTOR = 0.99994069

BASED ON PENNSYLVANIA STATE PLANE COORDINATE NAD83 (2011)

ONLY AND DO NOT IMPLY A PRECISION BEYOND TWO (2) PLACES.

THREE (3) PLACE COORDINATES ARE USED FOR COMPUTATIONAL PURPOSES

DO NOT IMPLY PRECISION BEYOND TWO DECIMAL PLACES.

FOUR PLACE COORDINATES ARE FOR COMPUTATIONAL PURPOSES ONLY AND

NORTH EAST

ROUTE STATION POINT BEARING

COORDINATES

R /W

S

U R

V E

Y

S R

COMBINED GRID FACTOR = 0.99994069

BASED ON PENNSYLVANIA STATE PLANE COORDINATE NAD83 (2011)

S 70°09'47" E

SUMMARY OF PROJECT COORDINATES

18+50.00

10+00.00

POE

POB

485569.7166

485858.1579

2426408.0829

2425608.5195

LIST OF PROPERTY OWNERS

LEGEND

NUMBER - NO TAKE

PARCEL IDENTIFICATION

ORWIGSBURG BOROUGH

PLAN

SHEET LIMITS

34' OF 6.00" PLAIN CEMENT CONC BASE CRSE / YEAR: 1936

34' OF 1.00" BITUMINOUS WEARING CRSE ID-2 / YEAR: 1956

34' OF 1.00" BITUMINOUS WEARING CRSE ID-2 / YEAR: 1978

34' OF 0.50" SPAV, HMA WRGSCRC, 64-22, 9.5MM / YEAR: 2014

34' OF 1.50" SPAV, HMA WRG, 64-22, 9.5MM, G / YEAR: 2014

SEG 0474 OFF 0639

SEG 0474 OFF 0000 TO

PENNDOT RECORD OF EXISTING ROAD TYPE

DEPTHS AND THE ACTUAL DEPTHS SHALL BE ACCEPTED BY THE CONTRACTOR.

UNANTICIPATED COSTS ASSOCIATED WITH DIFFERENCES BETWEEN THE LISTED

THE DEPTHS OF MATERIAL SHOWN ARE FOR DESIGN PURPOSES ONLY. ANY RISK OF

NOTE:

SEG 0475 OFF 0639

SEG 0475 OFF 0000 TO

34' OF 6.00" PLAIN CEMENT CONC BASE CRSE / YEAR: 1936

34' OF 1.00" BITUMINOUS WEARING CRSE ID-2 / YEAR: 1956

34' OF 1.00" BITUMINOUS WEARING CRSE ID-2 / YEAR: 1978

34' OF 0.50" SPAV, HMA WRGSCRC, 64-22, 9.5MM / YEAR: 2014

34' OF 1.50" SPAV, HMA WRG, 64-22, 9.5MM, G / YEAR: 2014

36' OF 6.00" PLAIN CEMENT CONC BASE CRSE / YEAR: 1936

36' OF 1.00" BITUMINOUS WEARING CRSE ID-2 / YEAR: 1956

36' OF 1.00" BITUMINOUS WEARING CRSE ID-2 / YEAR: 1978

36' OF 0.50" SPAV, HMA WRGSCRC, 64-22, 9.5MM / YEAR: 2014

36' OF 1.50" SPAV, HMA WRG, 64-22, 9.5MM, G / YEAR: 2014

SEG 0470 OFF 1847

SEG 0470 OFF 1809 TO

SEG 0478 OFF 0074

SEG 0478 OFF 0000 TO

36' OF 6.00" PLAIN CEMENT CONC BASE CRSE / YEAR: 1900

36' OF 1.00" UNKNOWN BITUM WEARING COURSE / YEAR: 1900

36' OF 1.00" BITUMINOUS WEARING CRSE ID-2 / YEAR: 1956

36' OF 1.00" BITUMINOUS WEARING CRSE ID-2 / YEAR: 1978

36' OF 0.75" SURF TREAT - SCRATCH - SEAL / YEAR: 1983

36' OF 0.50" SPAV, HMA WRGSCRC, 64-22, 9.5MM / YEAR: 2014

36' OF 1.50" SPAV, HMA WRG, 64-22, 9.5MM, G / YEAR: 2014

36' OF 0.00" SURFACE TREATMENT - SEAL COAT / YEAR: 2024

MEGHAN DEVLIN

STACY RUBRIGHT

DAVID J. RUBRIGHT AND

SANIBEL INVESTMENTS LLC

BLACKFOOT LLC

KATHLEEN H. JONES

JOHN R. JONES AND

METZPROP3, LLC

TRUST CO, M&T BANK

PENNA NATIONAL BANK &

TRUST CO, M&T BANK

PENNA NATIONAL BANK &

FREEBIRD REALTY HOLDINGS, LLC

DIANE KRAFT, NOAH J. KRAFT

PISHOCK & PISHOCK LLC

RBP PROPERTY MANAGEMENT, LLC

SHARON L. MILLER

M&SG REALTY INC

KRAFT REALTY LLC

KRAFT REALTY LLC

DANIELLE L. RICHARDS

JOHN S. RICHARDS AND

JENNIFER L. MILLER

BRIAN J. MILLER AND

632 BAINBRIDGE ST LLC

LILLIAN LOCKWOOD LLC

UMBRA HOLDINGS LLC

LILLIAN LOCKWOOD LLC

JOANNE E. EMERICH

JAMES A. EMERICH AND

LESLIE A. DIMAIO

GIACOMO DIMAIO AND

RBP PROPERTY MANAGEMENT, LLC

THERESA J. ALLAR

MICHAEL S. ALLAR AND

NOAH J. KRAFT

KEVIN J. KRAFT AND

METZPROP3, LLC

METZ PROPERTIES, LLC

SUMMER VALLEY REALTY, LLC

ESTABLISHED BY GPS-RTK-KEYNET-VRS.

VERTICAL CONTROL IS BASED ON NORTH AMERICAN VERTICAL DATUM NAVD 88,

BY GPS-RTK-KEYNET-VRS. COMBINED GRID FACTOR = 0.999941686

COORDINATE SYSTEM, SOUTH ZONE, NAD 83-2011(EPOCH 2010) ESTABLISHED

HORIZONTAL CONTROL IS BASED ON THE PENNSYLVANIA STATE PLANE

PAGE DESCRIPTION

3/12/2026

1/12/2026

1/12/2026

1/12/2026

1/12/2026

1/12/2026

1/12/2026

1/12/2026

1/12/2026

1/12/2026

1/12/2026

LAST REVISED

SHEET INDEX

(OUTSIDE PENNDOT RIGHT-OF-WAY)

CONSTRUCTION DETAILS

RAMP 3

RAMP 2

RAMP 1

PLOT 2

PLOT 1

TYPICAL SECTIONS

SIGN DATA SPREADSHEET

GENERAL NOTES

INDEX MAP

COVER SHEET

krichards 3/17/2026 6:58:31 PM Y:\Pennsylvania\03XX-60S\0325-609037.20_Oburg_MTF_Sidewalk\Eng_Docs\Roadway\HOP\HOP_GenNotes.dgn (Detail Only (Sheet))

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

SCHUYLKILL

BOROUGH OF ORWIGSBURG

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE087842

KEVIN R. RICHARDS

GENERAL PERMIT NOTES:

CONTRACTOR.

GRADE ADJUSTMENTS OF ALL UTILITIES ON THE STATE ROAD WILL BE THE RESPONSIBILITY OF THE

EQUIVALENT; TO BE PLACED AT A WIDTH OF 12".

ALL PAVEMENT JOINTS TO BE SEALED WITH CRAFCO ASPHALT RUBBER, TYPE 2, CRAFCO SUPERFLEX, OR

PUBLICATION 35 (BULLETIN 15), FOR ALL MATERIALS AND STRUCTURES WITHIN PENNDOT RIGHT-OF-WAY.

MATERIAL CERTIFICATION MUST BE PROVIDED, BY AN APPROVED MANUFACTURER LISTED IN THE DEPARTMENT'S

PUBLICATION 111, TC-8600)

ALL PAVEMENT MARKINGS OTHERS THAN LONGITUDINAL LINES TO BE HOT THERMOPLASTIC (PENNDOT

WATERBORNE PAINT.

ALL LONGITUDINAL PAVEMENT MARKINGS ARE REQUIRED TO BE EPOXY OR A DOUBLE APPLICATION OF

NECESSARY, IS THE RESPONSIBILITY OF THE CONTRACTOR.

LINE PAINTING OF 4" WHITE EDGE LINES, 4" DOUBLE YELLOW CENTERLINES, AND 24" WHITE THERMOPLASTIC AS

MATCH THE EXISTING PAVEMENT MARKINGS AT THE LIMITS OF WORK.

PERMITEE. THE PERMITEE SHALL PLACE ALL REQUIRED NEW PAVEMENT MARKINGS.

ALL EXISTING PAVEMENT MARKINGS WHICH ARE NO LONGER APPROPRIATE SHALL BE ERADICATED BY THE

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

PRIOR TO AN OVERLAY, BITUMINOUS OR CONCRETE BASE REPAIR OR JOINT REPLACEMENT MAY BE REQUIRED.

IN THE FIELD, WHICHEVER IS GREATER.

THE PROPOSED PAVEMENT SECTION MUST BE AS INDICATED ON THE PLAN, OR MATCH THE EXISTING AS FOUND

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

A WHEEL PATH.

WITHIN A TRAVEL LANE, IT WILL BE NECESSARY TO MILL AND OVERLAY THE TRAVEL LANE TO PREVENT A JOINT IN

CHARGE AND WILL BE CONFIRMED AT THE PRE-CONSTRUCTION MEETING. IF THE SAWCUT MUST BE LOCATED

FINAL APPROVAL OF THE PROPOSED SAWCUT LOCATION WILL BE AT THE DISCRETION OF THE INSPECTOR-IN-

THE PAVEMENT REPLACEMENT IS ADJACENT TO THE FULL-DEPTH PAVEMENT OF THE TRAVEL LANE.

THE PERMITTEE'S CONTRACTOR SHALL SAWCUT AND REMOVE SHOULDER MATERIAL AS NECESSARY TO ENSURE

DURING THESE PERIODS.

OR UNFORESEEN EVENTS AND WILL REQUIRE APPROVAL FROM THE COUNTY OFFICE PRIOR TO WORKING

THIS PERMIT MAY BE RESTRICTED ON WORKING HOURS AND TIMES FOR HOLIDAYS, WEEKENDS, AND SPECIAL

(3) WORKING DAYS PRIOR TO THE START OF WORK AT 1-570-963-3324.

IF A TRAFFIC SIGNAL IS WITHIN 500 FEET OF THE SITE CALL THE DISTRICT TRAFFIC ENGINEER AT LEAST THREE

THE CONTRACTOR MST PROVIDE A PROPOSED WORK SCHEDULE THREE (3) DAYS BEFORE START OF WORK

OF WORK AT 570-385-0811 OR rhandlong@pa.gov

THE CONTRACTOR MUST CONTACT THE COUNTY PERMIT INSPECTOR AT LEAST 3 WORK DAYS PRIOR TO START

ANY LANE CLOSURES OR RESTRICTIONS, AND WHEN THE CLOSRUE/RESTRICTION IS REMOVED.

THE CONTRACTOR MUST NOTIFY THE TRAFFIC MANAGEMENT CENTER AT (610) 871-4600 PRIOR TO SETTING UP

CLOSURE AND TEN (10) WORK DAYS PRIOR TO ANY FULL CLOSURE.

THE CONTRACTOR MUST CONTACT THE DISTRICT PRESS OFFICE AT LEAST FIVE (5) DAYS PRIOR TO ANY LANE

PRIOR TO THE START OF WORK TO HAVE ALL UTILITIES MARKED IN THE WORK AREA.

THE CONTRACTOR MUST CONTACT THE PENNSYLVANIA ONE-CALL (1-800-242-1776) THREE (3) WORKING DAYS

RESPONSIBILITY OF THE PERMITTEE.

MAINTENANCE OF ALL AUTHORIZED STRUCTURES, FACILITIES, SIGNS AND PAVEMENT MARKINGS IS THE

ALL BACKFILL WILL MEET PUB. 408 REQUIREMENTS.

PADOT PUBLICATION 72M.

THIS LIST SHALL NOT BE CONSTRUED AS A COMPLETE LIST OF ALL APPLICABLE ROADWAY STANDARDS AS PER

RC-72M FEBRUARY 10, 2026

RC-67M FEBRUARY 10, 2026

RC-64M FEBRUARY 10, 2026

RC-45M FEBRUARY 10, 2026

RC-28M FEBRUARY 10, 2026

RC-13M FEBRUARY 10, 2026

RC-10M FEBRUARY 10, 2026

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

13. PENNDOT PUBLICAITON 584, PENNDOT DRAINAGE MANUAL

12. PENNDOT PUBLICATION 888, STORMWATER CONTROL MEASURES MANUAL

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

ALL WORK IN PA STATE HIGHWAY RIGHT-OF-WAY IS TO BE PERFORMED CONSISTENT WITH THE FOLLOWING:

DISTANCE TO THE NEAREST OPPOSITE DRIVEWAY IS: 0 FEET (N WARREN STREET)

DISTANCE TO THE NEAREST ADJACENT DRIVEWAY IS: 0 FEET (N WARREN STREET)

DISTANCE TO THE NEAREST TRAFFIC SIGNAL IS: 570 FEET (N WASHINGTON STREET)

DISTANCE TO THE NEAREST INTERSECTION IS: 0 FEET (N WARREN STREET)

OF SEPTEMBER, 1968.

OF-WAY IS 125 FEET BASED ON ORWIGSBURG ORDINANCE NO. 185 EXAMINED AND APPROVED ON THE 18TH DAY

EXISTING CURB TO CURB WIDTH. THERE IS NO OTHER PUBIC RECORD PER PENNDOT. THE BOROUGH RIGHT-

THE LEGAL RIGHT-OF-WAY WIDTH ON SR 0443, FORMERLY ROUTE 53103, IS 98 TO 100 FEET BASED ON THE

THE LEGAL RIGHT-OF-WAY OF SR 0443 IS FREE ACCESS.

THE POSTED SPEED LIMIT ON SR SR 0443 (W MARKET ST) IS 25 MPH.

ACCORDANCE WITH THE APPLICABLE STANDARDS SET FORTH IN PA CODE, TITLE 67, CHAPTER 441.

THIS PERMIT APPLICATION IS FOR SIDEWALK AND CURB REPLACEMENT ON SR 0443 (W MARKET ST) IN

GENERAL PERMIT NOTES (CONTINUED):

SEED AND STABILIZE ALL DISTURBED AREAS (TYP).

OF WORK.

MAINTAINED DURING ALL PHASES OF CONSTRUCTION. THESE CONTROLS ARE INCIDENTAL TO THE OTHER ITEMS

ALL REQUIRED SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE PROVIDED, INSTALLED AND

ARE INDICATED OUTSIDE THE RIGHT-OF-WAY.

SIDEWALK ADJUSTMENT KNOCK-OUT BLOCKS ARE IMPLIED, BUT NOT SHOWN, EVERYWHERE NEW SIDEWALKS

WRITING BY THE ENGINEER.

PERFORM WORK EXCEPT THAT WHICH IS WITHIN THE HIGHWAY OR CITY RIGHT-OF-WAY UNTIL SO ORDERED IN

THE BOROUGH RESERVES THE RIGHT TO ELIMINATE ANY OR ALL OF THIS WORK. DO NOT

THE HOP PLANS.

ALL UTILITY RELOCATION PERMITS TAKE PRECEDENCE OVER THE UTILITY RELOCATION POSITIONS SHOWN ON

ARE A RESULT OF THESE IMPROVEMENTS.

THE PERMITEE IS RESPONSIBLE FOR THE COORDINATION OF RELOCATING ANY CONFLICTING UTILITES WHICH

RELOCATED BEFORE THE START OF ANY PAVING OPERATIONS.

OUTSIDE OF PAVED AREAS AND SHOULDER SHALL BE THAT OF THE PERMITTEE. THE UTILITY POLES MUST BE

THE RESPONSIBILITY FOR ENSURING THAT ALL UTILITY POLES WITHIN THE PROPOSED PAVING ARE RELOCATED

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

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

STORM DRAINAGE FACILITIES WITHIN THE PROJECT LIMITS AT THE COMPLETION OF THE CONSTRUCTION.

IT IS THE RESPONSIBILITY OF THE PERMITTEE TO REMOVE ANY DEBRIS AND FLUSH OUT ALL EXISTING AND NEW

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

GUIDANCE ON ADA ACCESSIBLE DESIGN FOR PEDESTRIAN FACILITIES AND CAN BE UTILIZED FOR REFERENCE.

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

GUIDLINES OF BUILDINGS AND FACILITIES (ADAAG). PENNDOT "DESIGN MANUAL PART 2", CHAPTER 6, AND

U.S. ACCESS BOARD, PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG) OF THE ACCESSIBILITY

OF PENNDOT LEGAL RIGHT-OF-WAY, SHALL BE CONSTRUCTED TO COMPLY WITH THE REQUIREMENTS OF THE

ALL PROPOSED PEDESTRIAN FACILITIES REFLECTED ON THESE PLANS, INCLUDING THOSE THAT ARE OUTSIDE

MAINTENANCE AND PROTECTION OF TRAFFIC NOTES:

WITHIN PENNDOT'S RIGHT-OF-WAY.

THE CONTRACTOR SHALL COMPLY WITH ACT 229 OF DECEMBER 2002 DURING CONSTRUCTION ACTIVITIES

AND UNSAFE TRAFFIC CONDITIONS.

RESTRICTING TRAFFIC FLOW WITHIN THE WORK AREA SHALL BE MINIMIZED TO PREVENT TRAFFIC CONGESTION

PERIOD.

REMOVE ALL SHORT-TERM WORK ZONE TRAFFIC CONTROL SIGNING UPON COMPLETION OF THAT DAYS WORK

408, SECTION 901.3(J).

DROPOFFS CREATED BY THE CONSTRUCTION OPERATIONS SHALL BE TREATED CONSISTENT WITH PUBLICATION

213, "TEMPORARY TRAFFIC CONTROL GUIDELINES.

APPLICABLE PATA DRAWINGS 101-A, 102, 201-A, & 202-B ON SR 0443 IN THE CURRENT PENNDOT PUBLICATION

MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH

THE ALTERNATE TRAFFIC CONTROL UNTIL THE STOP AND/OR YIELD SIGNS ARE REPLACED.

TYPE OF TRAFFIC CONTROL IS PROVIDED SUCH AS FLAGGERS, TEMPORARY TRAFFIC SIGNALS, ETC. CONTINUE

ACCOMODATE CONSTRUCTION OPERATION. DO NOT REMOVE STOP OR YIELD SIGNS UNLESS AN ALTERNATE

REMOVE EXISTING DEPARTMENT WARNING, REGULATORY, GUIDE AND DIRECTIONAL SIGNS AS REQUIRED TO

CLOSE OF THE WORK DAY.

FOR TRAFFIC LANES UNDER SHORT TERM OPERATONS. RETURN ALL LANES TO NORMAL TRAFFIC FLOW AT THE

PROPERLY BARRICADE AND SECURE THE WORK AREA DURING WORKING HOURS TO PROVIDE FULL WIDTH USE

SCHOOL DISTRICT, AND THE GENERAL PUBLIC AT LEAST ONE 14 DAYS PRIOR TO THE START OF WORK.

THE CONTRACTOR IS TO NOTIFY THE LOCAL EMERGENCY UNITS (POLICE, FIRE, MEDICAL, ETC.) BUSINESSES, THE LEGAL HOLDIAY.

LEGAL HOLIDAYS. ALL RESTRICTIONS AND CLOSURES ARE TO BE REMOVED BY NOON ON THE DAY PRIOR TO

3:00 PM AND 6:00 PM MONDAYS THROUGH FRIDAYS ON LEGAL HOLIDAYS OR WEEKENDS ASSOCIATED WITH

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

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

ALL LONG TERM ADVANCE WARNING SIGNS TO BE TYPE III OR BETTER PRISMATIC RETROREFLECTIVE SHEETING.

LOCATE ALL SIGNS SO THAT SIGHT DISTANCE WILL NOT BE OBSTRUCTED AT DRIVEWAYS AND SIDE STREETS.

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

REMOVE ALL CONFLICTING PAVEMENT MARKINGS.

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

PERMITTEE MUST ARRANGE FOR INSPECTION OF ALL TRAFFIC CONTROL DEVICES PRIOR TO START OF WORK.

DEPARTMENT WILL REMOVE ANY TRAFFIC CONTROL SIGNS AND DEVICES ERECTED BY DEPARTMENT FORCES.

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

AT LEAST THREE (3) DAYS PRIOR TO THE START OF WORK AT +1 (570) 963-3324

WHEN A TRAFFIC SIGNAL IS LOCATED WITHIN 500 FEET OF THE SITE, CALL THE DISTRICT TRAFFIC ENGINEERING

9. MUTCD, LATEST PENNDOT ADOPTED ADDITION.

8. PENNDOT PUBLICATION 408; AND

7. PENNDOT PUBLICATION 236;

6. PENNDOT PUBLICATION 213;

5. PENNDOT PUBLICATION 212;

4. PENNDOT PUBLICATION 111;

3. PENNDOT PUBLICATION 72M;

2. PENNDOT PUBLICATION 46;

1. PENNDOT PUBLICATION 35;

THESE DRAWINGS AND THE FOLLOWING:

HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES IN ACCORDANCE WITH THE METHODS INDICATED ON

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

CONSTRUCTION.

PUBLIC WHEN APPROACHING AND DEPARTING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF

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

UTILITY NOTES:

CONTRACTING OFFICER OR BENESCH, OR THEIR REPRESENTATIVES.

MISLOCATION OR MISUNDERSTANDING OF THE LOCATION OF THE UNDERGROUND UTILITIES IS NOT ON THE

ANY OTHER RISK OF OR RESPONSIBILITY FOR FINANCIAL LOSS RESULTING FROM MISIDENTIFICATION, VERIFIED BY THE CONTRACTOR AT THE PROJECT SITE.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED BY THE CONTRACTOR AND SHALL BE FIELD

EXCAVATION OR DEMOLITION AND (3) TO AVOID ALL UNNECESSARY CONFLICTS THEREWITH.

INDEPENDENTLY, (2) TO DETERMINE THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO

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

AND IS NOT GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR IS RESPONSIBLE AT ITS SOLE COST

OR ANY OTHER FEATURE OF UNDERGROUND UTILITIES IS FOR GENERAL INFORMATION AND GUIDANCE ONLY, NOTE: INFORMATION ON THESE PLANS CONCERNING THE CONDITIONS, DIMENSIONS, DEPTH, SIZE, LOCATION

BEEN PERFORMED. AVAILABLE SURFACE INFORMATION IS INDICATED ON THE DRAWINGS.

UNDERGROUND INSTALLATION OR STRUCTURES ARE SHOWN ON THE PLANS. NO FIELD EXCAVATION HAS

UNDERGROUND UTILITY INSTALLATION OR STRUCTURES SHOWN ON THE PLANS, OR THAT ALL

GUARANTEE, REPRESENT, WARRANT OR ASSURE EITHER THE ACCURACY OF THE LOCATION OF THE PRESENT

THAT HAS BEEN PROVIDED TO BENESCH FROM THE UTILITIES LISTED ABOVE. BENESCH DOES NOT

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

ENGINEER/OWNER.

TO THEIR EXISTING CONDITION UNLESS SUBSTITUTE REQUESTED BY HOMEOWNER AND APPROVED BY

CONTRACTOR SHALL BE RESPONSIBLE FOR THE RESTORATION OF ALL DRIVEWAYS, SIDEWALKS, LAWNS, ETC.

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

UNIFORM COLOR CODES. KNOW THEM!

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

SERIAL NO.: 20260290812

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

REQUIREMENTS APPLY ANYWHERE IN THE COMMONWEALTH OF PENNSYLVANIA.

WORKING DAYS NOR MORE THAN 90 WORKING DAYS NOTICE WHEN ENGAGED IN THE DESIGN PHASE. THESE

SCRAPE, TRENCH, TUNNEL OR DEMOLISH. ACT NO. 187 REQUIRES DESIGNERS TO GIVE NO LESS THAN 10

ANCHOR, AUGER, BACKFILL, BLAST, BORE, DIG, DITCH, DRILL, DRIVE-IN, GRADE, PLOW-IN, PULL-IN, RIP, EXCAVATORS/DEMOLITION CONTRACTORS WHO ARE ABOUT TO MOVE EARTH WITH OR WITHOUT EXPLOSIVES), REQUIRES NO LESS THAN 3 WORKING DAYS NOTICE NOR MORE THAN 10 WORKING DAYS NOTICE FROM

PENNSYLVANIA ACT NO. 287 OF 1974 AS AMENDED, THE UNDERGROUND UTILITY LINE PROTECTION ACT, TABULATION OF OVERALL LENGTH

STA 10+89.85 TO STA 18+42.00 = 752.15 FT = 0.143 MI

TABULATION OF CONSTRUCTION LENGTH

STA 11+39.85 TO STA 17+92.00 = 652.15 FT = 0.124 MI

krichards 3/17/2026 6:58:31 PM Y:\Pennsylvania\03XX-60S\0325-609037.20_Oburg_MTF_Sidewalk\Eng_Docs\Roadway\HOP\HOP_SDS.dgn (Detail Only (Sheet))

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

SCHUYLKILL

BOROUGH OF ORWIGSBURG

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE087842

KEVIN R. RICHARDS

RI30''30''00160478STOP SIGNR1-10443RESM

LI36''30''06230475RIGHT TURN SIGNR3-5R0443ERM

LI30''30''06230475STOP SIGNR1-10443ERM

LD36''12''06140475IN-STREET PEDESTRIAN CROSSING SIGNR1-60443RESP

LD06140475SR 443 475SEG. PANEL0443RESP

LD18''18''06140475OBJECT MARKEROM1-30443RESP

LD30''24''06140475KEEP RIGHT SIGNR4-70443RESP

RD05890475HANDICAPPED PARKING SIGNSPECIAL0443RMM

RD24''18''05240475SNOW EMERGENCY ROUTE NO PARKING SIGNR7-203-10443RESP

RD04030475S.T.S. WELCOME ABOARD SIGNSPECIAL0443ERM

RD04030475RESERVED PARKING ORWIGSBURG POLICESPECIAL0443ERM

RI30''30''03030475STOP SIGNR1-10443ERM

RD02780475NO PARKING STANDING OR STOPPING SIGNSPECIAL0443ERM

RD0258047515 MINUTE PARKINGSPECIAL0443ERM

RD24''18''01360475SNOW EMERGENCY ROUTE NO PARKING SIGNR7-203-10443RESP

RD30''24''01360475SPEED LIMIT SIGNR2-10443RESP

LD00260475SR 443 470SEG. PANEL0443RESP

LA06140474SR 443 478SEG. PANEL0443RESP

LI18''6''06120474STREET NAME SIGN (E MARKET ST)D3-10443ERM

LI18''6''06120474STREET NAME SIGN (WAYNE ST)D3-10443ERM

RA24''18''04150474SNOW EMERGENCY ROUTE NO PARKING SIGNR7-203-10443RESP

RA36''36''04150474DIVIDED HIGHWAY ENDS SIGNW6-10443RESP

RA03670474NO PARKING STANDING OR STOPPING SIGNSPECIAL0443RESM

LI18"6"03530474STREET NAME SIGN (MARKET ST)D3-10443ERM

LI18"6"03530474STREET NAME SIGN (WARREN ST)D3-10443ERM

LI30''30''03510474STOP SIGNR1-10443RESM

RI30''30''03410474STOP SIGNR1-10443ERM

LI30''30''02910474STOP SIGNR1-10443RESM

RA02780474S.T.S. WELCOME ABOARD SIGNSPECIAL0443RESM

RA02780474NO PARKING STANDING OR STOPPING SIGNSPECIAL0443RESM

RA02660474FINE (UNDER HANDICAPPED PARKING SIGN)SPECIAL0443RESM

RA02660474HANDICAPPED PARKING SIGNSPECIAL0443RESM

RA24''18''01830474SNOW EMERGENCY ROUTE NO PARKING SIGNR7-203-10443RESP

LA18"6"00280474STREET NAME SIGN (W MARKET ST)D3-10443ERM

LA18"6"00280474STREET NAME SIGN (LIBERTY ST)D3-10443ERM

LA36''12''00260474IN-STREET PEDESTRIAN CROSSING SIGNR1-60443RESP

LA00260474SR 443 474SEG. PANEL0443RESP

LA18''18''00260474OBJECT MARKEROM1-30443RESP

LA30''24''00260474KEEP RIGHT SIGNR4-70443RESP

RI30''30''00150474ALL TRAFFIC MUST TURN RIGHT SIGNR3-7-1R0443RESM

RI30''30''00150474STOP SIGNR1-10443RESM

LI30''30''18310470STOP SIGNR1-10443ERM

Overhead

Right /

Left /

Intersection

Descending /

Ascending /

HeightWidthSegmentSign Type / Description Nomenclature

Description /

SR

ER --- Existing to remain

RM -- Remove

RES - Reset Installation

RI ---- Replace Installation

IN ---- Install New

Permit #

M - Municipality

P -- PennDOT

Owner

SR 0443 Sign Data Spreadsheet

SR 0443 SIGN DATA SPREADSHEET

krichards 3/17/2026 6:58:32 PM Y:\Pennsylvania\03XX-60S\0325-609037.20_Oburg_MTF_Sidewalk\Eng_Docs\Roadway\HOP\HOP_TypSec.dgn (Detail Only (Sheet))

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

SCHUYLKILL

BOROUGH OF ORWIGSBURG

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE087842

KEVIN R. RICHARDS

CONCRETE SIDEWALK (PAID SEPERATELY)

CURB (PAID SEPERATELY)

WHICHEVER IS GREATER

OR MATCH EXISTING,

SUBBASE 6" DEPTH (NO. 2A)

COMPACT SUBGRADE

BASE COURSE, 6" DEPTH

PLAIN CEMENT CONCRETE

SAW CUT FULL DEPTH

MIX, 1 1/2" DEPTH, SRL-L

0.3 TO <3 MILLION ESALS, 9.5 MM

WEARING COURSE, PG 64S-22,

SUPERPAVE ASPHALT MIXTURE DESIGN,

2'-0"

TO CURB)

ADJACENT

(PAY LIMIT

TYPICAL SECTION

BASE REPLACEMENT, TYPE B

NOT TO SCALE

SEE PAVEMENT HISTORY

SEAL WITH PG 64S-22 MATERIAL (INCIDENTAL)

MIX, 2 1/2" DEPTH

0.3 TO <3 MILLION ESALS, 19.0 MM

BINDER COURSE, PG 64S-22,

SUPERPAVE ASPHALT MIXTURE DESIGN,

EX ROADWAY

CURB

CONC

CURB

SIDEWALK ABUTS

MATERIAL WHERE

1/2" EXPANSION

COMPACT SUBGRADE TO 97% PROCTOR DENSITY

SUBBASE 6" DEPTH (NO. 2A)

4" CONCRETE SIDEWALK

COMPACT SUBGRADE TO 97% PROCTOR DENSITY

SUBBASE 6" DEPTH (NO. 2A)

4" CONCRETE SIDEWALK

SCORE JOINT (TYP.)

20'-0" (TYPICAL)

20'-0" MAXIMUM

1/2" PREMOLDED EXPANSION MATERIAL AT

SCORED JOINTS AT 5'-0" O.C.

TYPICAL SECTION

CEMENT CONCRETE SIDEWALK, MODIFIED

NOT TO SCALE

PLACEMENT.

APPROVED BY THE INSPECTOR-IN-CHARGE PRIOR TO CONCRETE

HAVE SUFFICIENT LONGITUDINAL SLOPE. THESE LOCATIONS SHALL BE

SIDEWALK CROSS SLOPE MAY BE 0% IN ISOLATED LOCATIONS WHICH **

INSPECTOR IN CHARGE PRIOR TO CONSTRUCTION OF SIDEWALK.

THAT DO NOT MEET THIS RANGE SHALL BE REPORTED TO THE

MINIMUM AND 2% MAXIMUM TOWARD CURB. ANY SIDEWALK AREAS

A 4'-0" (MIN) SIDEWALK ACCESSIBLE ROUTE SHALL SLOPE 0.5% ** 1.

NOTES:

DETAIL

REPLACEMENT

SEE BASE

VARIES VARIES

TYPICAL SECTION

NOT TO SCALE

STA 10+89.85 TO STA 18+42.00

SR 0443 (W MARKET ST)

CURB REVEAL

SEE PLAN FOR

CONCRETE CURB,

DETAIL

REPLACEMENT

SEE BASE

(PAY LIMIT)

2'-0"

CONCRETE SIDEWALK

CURB REVEAL

SEE PLAN FOR

CONCRETE CURB,

DETAIL

REPLACEMENT

SEE BASE

(PAY LIMIT)

2'-0"

2.5% TO 4.5%

VARIES

2.5% TO 4.5%

VARIES

PENNDOT RIGHT-OF-WAY

100'

REVEAL

SEE PLAN FOR CURB

CONCRETE CURB,

DETAIL

REPLACEMENT

SEE BASE

ADA ROUTE

4'-0" (MIN)

5% MAX *

VARIES

5% MAX *

VARIES 2% MAX

CONCRETE SIDEWALK

ADA ROUTE

4'-0" (MIN)

5% MAX *

VARIES

5% MAX *

VARIES2% MAX

WALKWAYS, DOORS, ETC.

NEEDED TO TIE INTO EXISTING STEPS,

ADJUST SIDEWALK SLOPE ONLY IN LOCATIONS *

EXISTING

MATCH

EXISTING

MATCH EXISTING

MATCH

EXISTING

MATCH

36' OF 6.00" PLAIN CEMENT CONC BASE CRSE / YEAR: 1900

36' OF 1.00" UNKNOWN BITUM WEARING COURSE / YEAR: 1900

36' OF 1.00" BITUMINOUS WEARING CRSE ID-2 / YEAR: 1956

36' OF 1.00" BITUMINOUS WEARING CRSE ID-2 / YEAR: 1978

36' OF 0.75" SURF TREAT - SCRATCH - SEAL / YEAR: 1983

36' OF 0.50" SPAV, HMA WRGSCRC, 64-22, 9.5MM / YEAR: 2014

36' OF 1.50" SPAV, HMA WRG, 64-22, 9.5MM, G / YEAR: 2014

36' OF 0.00" SURFACE TREATMENT - SEAL COAT / YEAR: 2024

SEG 0478 OFF 0000 TO SEG 0478 OFF 0074:

34' OF 6.00" PLAIN CEMENT CONC BASE CRSE / YEAR: 1936

34' OF 1.00" BITUMINOUS WEARING CRSE ID-2 / YEAR: 1956

34' OF 1.00" BITUMINOUS WEARING CRSE ID-2 / YEAR: 1978

34' OF 0.50" SPAV, HMA WRGSCRC, 64-22, 9.5MM / YEAR: 2014

34' OF 1.50" SPAV, HMA WRG, 64-22, 9.5MM, G / YEAR: 2014

SEG 0475 OFF 0000 TO SEG 0475 OFF 0639:

34' OF 6.00" PLAIN CEMENT CONC BASE CRSE / YEAR: 1936

34' OF 1.00" BITUMINOUS WEARING CRSE ID-2 / YEAR: 1956

34' OF 1.00" BITUMINOUS WEARING CRSE ID-2 / YEAR: 1978

34' OF 0.50" SPAV, HMA WRGSCRC, 64-22, 9.5MM / YEAR: 2014

34' OF 1.50" SPAV, HMA WRG, 64-22, 9.5MM, G / YEAR: 2014

SEG 0474 OFF 0000 TO SEG 0474 OFF 0639:

36' OF 6.00" PLAIN CEMENT CONC BASE CRSE / YEAR: 1936

36' OF 1.00" BITUMINOUS WEARING CRSE ID-2 / YEAR: 1956

36' OF 1.00" BITUMINOUS WEARING CRSE ID-2 / YEAR: 1978

36' OF 0.50" SPAV, HMA WRGSCRC, 64-22, 9.5MM / YEAR: 2014

36' OF 1.50" SPAV, HMA WRG, 64-22, 9.5MM, G / YEAR: 2014

SEG 0470 OFF 1809 TO SEG 0470 OFF 1847:

PAVEMENT HISTORY (FROM PENNDOT):

5.00%

5% MAX *

VARIES

0.1% TO 2%

VARIES

TYPICAL PARKING LANE PAVING NOTCH DETAIL

NOT TO SCALE

FOR THE NEW PAVEMENT COURSE.

TO BE MILLED TO PROVIDE PROPER TRANSITION

DENOTES AN AREA OF THE EXISTING PAVEMENT

<0.3 MILLION ESALS, 19.0 MM MIX (VARIABLE DEPTH)

BINDER COURSE, PG 64S-22,

SUPERPAVE ASPHALT MIXTURE DESIGN,

<0.3 MILLION ESALS, 9.5 MM MIX, SRL-L (1 1/2" DEPTH)

WEARING COURSE, PG 64S-22,

SUPERPAVE ASPHALT MIXTURE DESIGN,

ASPHALT TACK COAT

NOTES:

.5

.5

A

V G

1. TACK COAT IS INCIDENTAL TO THE ASPHALT ITEMS

2. MILLING IS INCIDENTAL TO THE ASPHALT ITEMS

EXISTING

5% TO 6%

VARIES

GEOTEXTILE, CLASS 4, TYPE A

WALKWAYS, DOORS, ETC.

NEEDED TO TIE INTO EXISTING STEPS,

ADJUST SIDEWALK SLOPE ONLY IN LOCATIONS *

CONCRETE STOOP

VARIES

NOT TO SCALE

1. WIDTH OF STOOP TO MATCH WIDTH OF EXISTING STOOP

NOTE:

2.5'

STOOP ELEVATION

MATCH EXISTING

CONCRETE PAVEMENT

PLAIN CEMENT

ELEVATION

SIDEWALK

PROPOSED

IS INCIDENTAL TO THE ASPHALT ITEMS

3. SEALING OF JOINTS WITH PG 64S-22 MATERIAL

krichards 3/17/2026 6:58:32 PM Y:\Pennsylvania\03XX-60S\0325-609037.20_Oburg_MTF_Sidewalk\Eng_Docs\Roadway\HOP\HOP_PL01.dgn (Plan (Sheet))

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

SCHUYLKILL

BOROUGH OF ORWIGSBURG

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE087842

KEVIN R. RICHARDS

MAC

CO

COCO

CO

CO

FH

FH

MEMORIAL

STONE

MAC

POLE

LIGHT

S48580

45705

PPL

S48572

45705

PPL

S48578

45713

PPL

C.P. 1

BM "A"

WALK

CONC

MH

MH

MH

MH

WV

WV

WM

WV

WV

WV

WV

WV

WV

MB

BRICK

CONC

CONC

CONC

MAC

CONC

N L

IB

E R

T Y S

T S

L

IB

E R

T Y

S T

N W

A R

R E

N S

T S W

A R

R E

N S

T

WVCS

WVCS

WVCS

WVCS

WVCS

WVCS

WVCS

W

WVCS

WVCS

8"

WVCS

WVCS

WVCS

WVCS

S70°09'47"E

11 12 13 14

SCHUYLKILL COUNTY

BOROUGH OF ORWIGSBURG

SR 0443 SEC HOP

SEG 0470 OFFSET 1809

STA 10+89.85

LIMIT OF WORK

A1 A2

A3

A4A5

A6

F1 F2 G1 G2

C1 C2

R

IG

H T

-O F

-W A

Y P

E N

N D

O T

L E

G A

L

C U

R B

T O

C U

R B

B O

R O

U G

H L

E G

A L

R

IG

H T

-O F

-W A

Y

C U

R B

T O

C U

R B

B O

R O

U G

H L

E G

A L

R

IG

H T

-O F

-W A

Y

P E

N N

D O

T L

E G

A L

R

IG

H T

-O F

-W A

Y

(TYP. AROUND ISLAND)

6" CURB REVEAL

SAWCUT FULL DEPTH (TYP)

SAWCUT FULL DEPTH (TYP)

(T

Y P

L A

N E

L A

N E

L A

N E

S

W/4" W/24" W/4" (TYP)

W/4" (TYP)

W/4"

W/4"

W/4"

W/24"

W/4"

W/4"

W/24"

W/4"

LEGEND

EXISTING

DY/4"

SCHUYLKILL COUNTY

BOROUGH OF ORWIGSBURG

SR 0443 SEC HOP

SEG 0475 OFF 0015

SEG 0474 OFF 0015/

STA 11+39.85

START WORK

10 0 10 20 FEET

621.09620.5910.91 LT11+59.03

MID CURVE620.75620.250.18 LT11+54.58A6

620.69620.1910.55 RT11+59.03

PC SW620.72620.2214.96 RT11+69.78A5

620.98620.4814.95 RT11+80.00

621.49620.9914.93 RT12+00.00

622.02621.5214.91 RT12+20.00

622.69622.1914.90 RT12+40.00

623.36622.8614.88 RT12+60.00

623.99623.4914.86 RT12+80.00

624.60624.1014.84 RT13+00.00

625.20624.7014.82 RT13+20.00

625.77625.2714.80 RT13+40.00

626.33625.8314.78 RT13+60.00

626.86626.3614.76 RT13+80.00

627.39626.8914.74 RT14+00.00

PT SE627.53627.0314.73 RT14+05.13A4

627.78627.2810.41 RT14+15.61

MID CURVE628.32627.820.05 LT14+19.97A3

628.77628.2710.53 LT14+15.65

PC NE628.75628.2514.89 LT14+05.19A2

628.59628.0914.90 LT14+00.00

627.97627.4714.94 LT13+80.00

627.35626.8514.97 LT13+60.00

626.70626.2015.01 LT13+40.00

626.08625.5815.05 LT13+20.00

625.47624.9715.09 LT13+00.00

624.85624.3515.12 LT12+80.00

624.23623.7315.16 LT12+60.00

623.62623.1215.20 LT12+40.00

623.02622.5215.24 LT12+20.00

622.40621.9015.27 LT12+00.00

621.72621.2215.31 LT11+80.00

PT NW621.30620.8015.33 LT11+69.78A1

NOTETC ELEVBC ELEVOFFSETSTATIONPOINT

TIE INTO EX623.32622.6550.12 RT12+83.95F2

STEP LT622.94622.2750.27 RT12+73.06

EDGE OF DIRT622.09621.5050.57 RT12+50.84

621.59621.0150.74 RT12+36.16

TIE INTO EX621.01620.4350.91 RT12+17.88F1

NOTETC ELEVBC ELEVOFFSETSTATIONPOINT

TIE INTO EX626.44625.9449.39 RT14+10.93G2

PORCH LT626.27625.7749.34 RT13+97.24

PORCH RT626.04625.6249.40 RT13+88.22

PORCH LT625.37624.9549.67 RT13+60.44

PORCH RT625.23624.7349.72 RT13+52.80

PORCH LT625.02624.5249.77 RT13+45.47

PORCH RT624.73624.2349.84 RT13+35.15

TIE INTO EX624.18623.6849.94 RT13+17.01G1

NOTETC ELEVBC ELEVOFFSETSTATIONPOINT

WEST ISLAND

NORTHWEST SIDEWALK

SOUTHWEST SIDEWALK

ROUTE NO PARKING)

- R7-203-1 (SNOW EMERGENCY

- R2-1 (SPEED LIMIT 25 MPH)

RESET EXISTING SIGNS:

- SEG PANEL (SR 443 470)

CROSSING)

- R1-6 (IN-STREET PEDESTRIAN

- SEG PANEL (SR 443 474)

- OM1-3 (OBJECT MARKER)

- R4-7 (KEEP RIGHT)

RESET EXISTING SIGNS:

- R1-1 (STOP SIGN)

RESET EXISTING SIGN:

ROUTE NO PARKING SIGN)

- R7-203-1 (SNOW EMERGENCY

RESET EXISTING SIGN:

RESET EXISTING PIPE

RESET EXISTING PIPE

NOTE: CONTRACT INCLUDES GRADE ADJUSTMENT OF 13 WATER VALVES AND 16 SEWER CLEANOUTS

CURB RAMP DETAIL

SOUTHEAST CORNER

SEE SOUTH LIBERTY STREET,

RESET EXISTING PIPE

RESET EXISTING PIPE

MAILBOX

RESET EXISTING

INLET FILTER BAG FOR TYPE C INLET

INLET FILTER BAG FOR TYPE C INLET

W/4" TYP

TIE INTO EX626.51625.8448.84 LT13+23.23C2

PORCH RT626.40625.7348.82 LT13+20.04

STEP WALL RT626.13625.4648.83 LT13+12.68

STEP WALL LT625.83625.1648.96 LT13+03.92

BLDG CORNER625.66624.9949.03 LT12+99.06

BLDG CORNER625.43624.7649.10 LT12+91.65

STEP RT625.11624.4449.11 LT12+79.58

STEP LT624.95624.2849.12 LT12+73.35

PORCH RT624.63623.9649.13 LT12+61.44

WALKWAY RT624.02623.3549.14 LT12+38.57

WALKWAY LT623.93623.2749.14 LT12+35.49

WALKWAY RT623.33622.8349.15 LT12+19.44

WALKWAY LT623.26622.7649.15 LT12+16.67

PORCH RT623.24622.7449.15 LT12+16.03

PORCH623.00622.5849.15 LT12+10.27

TIE INTO EX622.55622.1449.14 LT11+94.21C1

NOTESTC ELEVBC ELEVOFFSETSTATIONPOINT

CEMENT CONCRETE SIDEWALK

BASE REPLACEMENT, TYPE B

PARKING LANE SLOPE ADJUSTMENT

LEGEND

GRASS

DETECTABLE WARNING SURFACE

BOROUGH LEGAL RIGHT-OF-WAY LINE

RIGHT-OF-WAY LINE

BOROUGH LEGAL

ME 5" REVEAL

ME 8" REVEAL

ME 7" REVEAL

8" REVEAL

6" REVEAL

ME 6" REVEAL

DEPRESSED CURB

PLAIN CEMENT CONCRETE

MODIFIED TYPE 1 RAMP,

CHEEK WALL

8" WIDE

EXISTING TREE

TO REMAIN

EXISTING TREE

TO REMAIN

EXISTING TREE

TO BE REMOVED

EXISTING RAMP

EXISTING RAMP

EXISTING RAMP

EXISTING RAMP

PROPERTY LINES

RIGHT-OF-WAY LINES

ME 8" REVEAL

REVEAL

ME 6"

- HANDICAP PARKING SIGN

RESET EXISTING SIGN:

- S.T.S. WELCOME ABOARD

- NO PARKING SIGN

RESET EXISTING SIGNS:

6" REVEAL 8" REVEAL

5" REVEAL 5" REVEAL

6" REVEAL

NECESSARY

@ 2' (TYP) AS

W/4" HATCHING

RIGHT-OF-WAY LINE

BOROUGH LEGAL

RIGHT-OF-WAY LINE

BOROUGH LEGAL

- R1-1 (STOP SIGN)

EXISTING SIGN:

- R1-1 (STOP SIGN)

EXISTING SIGN:

AS NECESSARY

ALONG CURB INSTALLATION

W/4" (TYP) TO BE REPLACED

RIGHT-OF-WAY LINE

PENNDOT LEGAL

RIGHT-OF-WAY LINE

PENNDOT LEGAL

TO BE REMOVED

EXISTING TREE TO BE REMOVED

EXISTING TREE

DRAIN PIPE

INSTALL NEW ROOF

krichards 3/17/2026 6:58:33 PM Y:\Pennsylvania\03XX-60S\0325-609037.20_Oburg_MTF_Sidewalk\Eng_Docs\Roadway\HOP\HOP_PL02.dgn (Plan (Sheet))

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

SCHUYLKILL

BOROUGH OF ORWIGSBURG

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE087842

KEVIN R. RICHARDS

CO

CO

CO

CO

CO

CO

CO

CO

CO

FH

POLE

LIGHT

POLE

LIGHT

C.P. 2

BM "A"

S48577

45744

PPL

BM "A" ELEV 633.42

RR SPIKE IN PPL

POLE 45744-S48577

S48555

45764

PPL

MH

MH

MH

MH

MH

CO

WV

WV

WV

WV WV

WV

WV

WM

WV

WV

WV

FH

BRICKCONC

MAC

M A

C

CONC

CONC

DIRT

N W

A R

R E

N S

T S W

A R

R E

N S

T

S W

A Y

N E S

T N W

A Y

N E S

T

WVCS

MAC

WALTC

WALTC

WALTC

WALTC

MAC

WVCSWVCSWVCS

WVCS

WVCS

W

WVCS

WALTCWALTC

WVCSWVCS

WVCSWVCS

WALTCWALTC

MB

WVCS

S70°09'47"E

15 16 17 1815

SCHUYLKILL COUNTY

BOROUGH OF ORWIGSBURG

SR 0443 SEC HOP

SEG 0478 OFFSET 0074

STA 18+42.00

LIMIT OF WORK

R

IG

H T

-O F

-W A

Y P

E N

N D

O T

L E

G A

L

C U

R B

T O

C U

R B

C U

R B

T O

C U

R B

P E

N N

D O

T L

E G

A L

R

IG

H T

-O F

-W A

YBOR

OUG

H LE

GAL

RIG

HT-O

F-WA

Y

R

IG

H T

-O F

-W A

Y B

O R

O U

G H

L E

G A

L

EXISTING CROSSWALK

EXISTING CROSSWALK

+69 +22

B O

R O

U G

H L

E G

A L

R

IG

H T

-O F

-W A

Y

(TYP. AROUND ISLAND)

6" CURB REVEAL

SAWCUT FULL DEPTH (TYP)

DEPTH (TYP)

SAWCUT FULL

DEPTH (TYP)

SAWCUT FULL

(T

Y P

L A

N E

L A

N E

L A

N E

S

W/4"

W/24"

W/4"

W/4"

W/4"

DY/4"

W/24"

DY/4"

W/4" (TYP)

W/4" (TYP)

W/24" (TYP) W/4" (TYP)

EXISTING LEGEND

W/24" (TYP)

SCHUYLKILL COUNTY

BOROUGH OF ORWIGSBURG

SR 0443 SEC HOP

SEG 0478 OFFSET 0024

STA 17+92.00

STOP WORK

10 0 10 20 FEET

629.69629.1910.74 LT14+82.40

MID CURVE629.08628.580.16 LT14+78.05B6

628.83628.3310.39 RT14+82.45

PC SW628.96628.4614.73 RT14+93.02B5

628.94628.4414.72 RT15+00.00

628.93628.4314.70 RT15+20.00

628.98628.4814.68 RT15+40.00

628.89628.3914.66 RT15+60.00

628.77628.2714.64 RT15+80.00

628.61628.1114.62 RT16+00.00

628.42627.9214.59 RT16+20.00

628.20627.7014.57 RT16+40.00

627.97627.4714.55 RT16+60.00

627.75627.2514.53 RT16+80.00

627.55627.0514.51 RT17+00.00

627.37626.8714.49 RT17+20.00

PT SE627.31626.8114.48 RT17+28.26B4

627.33626.8310.08 RT17+38.92

MID CURVE627.76627.260.59 LT17+43.30B3

628.30627.8011.21 LT17+38.80

PC NE628.67628.1715.48 LT17+28.08B2

628.87628.3715.46 LT17+20.00

629.35628.8515.43 LT17+00.00

629.75629.2515.40 LT16+80.00

630.09629.5915.37 LT16+60.00

630.41629.9115.34 LT16+40.00

630.64630.1415.31 LT16+20.00

630.80630.3015.28 LT16+00.00

630.79630.2915.25 LT15+80.00

630.73630.2315.22 LT15+60.00

630.62630.1215.19 LT15+40.00

630.44629.9415.16 LT15+20.00

630.09629.5915.13 LT15+00.00

PT NW629.97629.4715.12 LT14+92.96B1

NOTETC ELEVBC ELEVOFFSETSTATIONPOINT

TIE INTO EX628.22627.5547.81 RT15+44.17H2

STEP LT628.20627.5347.84 RT15+42.11

STEP RT628.15627.4847.93 RT15+36.22

STEP LT628.06627.4348.02 RT15+30.05

STEP RT627.94627.3648.15 RT15+21.42

STEP LT627.87627.2948.33 RT15+13.78

STEP LT627.67627.1748.61 RT15+02.73

TIE INTO EX627.28627.0348.82 RT14+83.42H1

NOTETC ELEVBC ELEVOFFSETSTATIONPOINT

EAST ISLAND

NORTHEAST SIDEWALK

SOUTHEAST SIDEWALK

TOP OF RAMP631.25630.82630.160.5148.22 LT629.3632.17 LT17+21.18D2

BRICK WALL FRONTEX631.02630.360.5348.19 LT629.5532.17 LT17+10.14

BILCO DOOR RT631.77631.39630.720.6248.18 LT629.9232.17 LT16+89.73

BILCO DOOR LT631.84631.45630.780.6448.18 LT629.9832.17 LT16+86.24

BRICK STEP RT631.85631.48630.810.6548.18 LT630.0132.17 LT16+84.73

BRICK STEP LTEX631.59630.920.7048.18 LT630.1232.17 LT16+78.68

FRONT STEPEX631.95631.280.7548.20 LT630.4832.17 LT16+55.18

STEPEX632.09631.420.7648.21 LT630.6232.17 LT16+45.93

FRONT STEPEX632.27631.610.7648.18 LT630.8132.17 LT16+31.05

BASEMENT STEPEX632.32631.660.7648.17 LT630.8532.17 LT16+27.04

BASEMENT STEPEX632.37631.700.7848.18 LT630.9032.17 LT16+23.42

WALLEX632.47631.810.8148.24 LT631.0032.17 LT16+09.73

STEP LTEX632.48631.810.8148.23 LT631.0132.17 LT16+06.73

PORCHEX632.48631.810.7848.20 LT631.0132.17 LT16+04.65

PORCHEX632.47631.810.7948.21 LT631.0132.17 LT16+01.77

TIE INTO EXEX631.39630.830.0048.08 LT630.9032.17 LT15+68.93D1

NOTEBACK OF SIDEWALK ELEVTC ELEVBC ELEV∆BC FROM EXOFFSETEX ELEVOFFSETSTATIONPOINT

CURBEND OF PARKING LANE

ROUTE NO PARKING)

- R7-203-1 (SNOW EMERGENCY

RESET EXISTING SIGN:

- HANDICAP PARKING SIGN

REMOVE EXISTING SIGN:

ROUTE NO PARKING SIGN)

- R7-203-1 (SNOW EMERGENCY

- W6-1 (DIVIDED HIGHWAY ENDS)

RESET EXISTING SIGNS:

- NO PARKING SIGN

RESET EXISTING SIGN:

RESET EXISTING PIPE

CURB RAMP DETAIL

SOUTHEAST CORNER

SEE SOUTH WAYNE STREET,

CORNER CURB RAMP DETAIL

SEE NORTH WAYNE STREET, NORTHWEST

B1 B2

B3

B4B5

B6

H1 H2

D1

D2

NOTE: CONTRACT INCLUDES GRADE ADJUSTMENT OF 13 WATER VALVES AND 16 SEWER CLEANOUTS

W/4" (TYP)

W/4" (TYP)

W/4" (TYP)

FOR TYPE C INLET

INSTALL INLET FILTER BAG

ADA COMPLIANT INLET GRATE

EXISTING INLET, INSTALL

GRADE ADJUSTMENT OF

FOR TYPE C INLET

INLET FILTER BAG

FOR TYPE C INLET

INLET FILTER BAG

CEMENT CONCRETE SIDEWALK

BASE REPLACEMENT, TYPE B

PARKING LANE SLOPE ADJUSTMENT

LEGEND

GRASS

DETECTABLE WARNING SURFACE

RIGHT-OF-WAY LINE

BOROUGH LEGAL

RIGHT-OF-WAY LINE

BOROUGH LEGAL

ME 6.72" REVEAL

8" REVEAL

CURB

CONCRETE DEPRESSED

RAMP, PLAIN CEMENT

MODIFIED TYPE 1A

DEPRESSED CURB

CEMENT CONCRETE

TYPE 1 RAMP, PLAIN

ME 3" REVEAL

ME 8" REVEAL

RESET EXISTING PIPE

TO SIDEWALK ITEM)

STEP (INCIDENTAL

REPLACE EXISTING

DRAIN PIPE

INSTALL NEW ROOF

(INCIDENTAL TO SIDEWALK ITEM)

RESET EXISTING WINDOW FRAME

FOR TYPE C INLET

INLET FILTER BAG

EXISTING RAMP

EXISTING RAMP

EXISTING RAMP

EXISTING RAMP

PROPERTY LINES

RIGHT-OF-WAY LINES

- R1-1 (STOP SIGN)

RESET EXISTING SIGN:

ME 14.5" REVEAL

ME 4" REVEAL

ME 4" REVEAL

SPACING @ 2' (TYP)

W/4" HATCHING

8" REVEAL

6" REVEAL

7" REVEAL

8" REVEAL

- R1-1 (STOP SIGN)

EXISITING SIGN:

- SEG PANEL (SR 443 478)

CROSSING SIGN)

- R1-6 (IN-STREET PEDESTRIAN

- SEG PANEL (SR 443 475)

- OM1-3 (OBJECT MARKER)

- R4-7 (KEEP RIGHT SIGN)

RESET EXISTING SIGNS:

EXISTING RAMP

TO BE REMOVED

EXISTING TREE

krichards 3/17/2026 6:58:34 PM Y:\Pennsylvania\03XX-60S\0325-609037.20_Oburg_MTF_Sidewalk\Eng_Docs\Roadway\HOP\Ramp01.dgn (Plan (Sheet))

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

SCHUYLKILL

BOROUGH OF ORWIGSBURG

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE087842

KEVIN R. RICHARDS

WVCS

CURB RAMP SLOPE DETAIL

SOUTH LIBERTY STREET, SOUTHEAST CORNER

5 FEET 05

.7

.4

6.2 4%

10.

7.58%

9.63

.9

.8

.7

.6

0.25%

4.00

.9

.6

2.00%

4.00

.6

.9

.8

.5

1.74%

5.16

.8

.0

.4

.7

1.80%

5.00

4.48%

3.24

7.89%6.53

.8

%3 .2

.6

.6

.2

.9

.4

42.41'

5.0 4'

.1

.2

.4

.0

.5

.0

.8

.4

.6

.8

.2

.7

.3

.1

4.17%

9.60

7.20% ME

4.86

5.33% ME

2.44

.1

.8

.6

.8

.9

.9

.3

.7

8.39%

9.65

2.61%

4.99

2.47%

8.50

2.52%

7.15

6.80%

9.60

6.80%

5.88

6.80%

5.88

3.21%

4.98

.2

.3

1.93%

8.31

.8

.9

4.20%

7.15

.9

.6

1.39%

5.76

.5

.4

3.32%

3.91

.4

.4

1.61%

1.86

.4

.6

M

E

5.00% ME

1.00

.4

.9

M

E

6.00% ME

1.00

.4

.0

.5

WVCS

CURB RAMP ELEVATION DETAIL

SOUTH LIBERTY STREET, SOUTHEAST CORNER

5 FEET 05

E1 E2 E3 E4

E5

E6

E7 E8

E9 E10 E11

E12 E13 E14

E15

E16 E17

E18

E19

E20

E21 E22

E23 E24 E25 E26

E27

E28

E29

E30

E32

E33

E31 E34

E35

E36

E37

E38

E39

E40

E41

E42

E44

E43

.4

CURB.

BOTTOM OF PROPOSED CURB LINE. POSITION GRATE AGAINST THE

CORRESPOND TO THE BACK SIDE, CENTER OF GRATE ALONG THE

STATION, OFFSET AND TOP OF GRATE ELEVATION OF INLETS **

OF CHEEK WALL OR BOTTOM OF STEP POINT.

STATION AND OFFSET CORRESPOND TO BOTTOM OF CURB, BOTTOM *

PROPOSED SPOT ELEVATIONS/CONTOURS.

AND IS NOT IN ANY WAY APPROVING OR CONFIRMING THE

THE DEPARTMENT IS ONLY APPROVING PROPOSED RAMP SLOPES 2.

ALL UTILITIES ARE NOT SHOWN FOR CLARITY.1.

NOTES:

TIE INTO EX620.42--64.64 RT11+93.75E44

TIE INTO EX620.26--60.22 RT11+93.74E43

TIE INTO EX620.21--60.21 RT11+92.73E42

--620.13619.5351.13 RT11+92.44E41

EX WALL620.39--64.61 RT11+91.89E40

EX STEP LT620.31--63.14 RT11+91.87E39

--620.18619.5151.14 RT11+91.73E38

EX WALL620.25--64.61 RT11+87.85E37

EX STEP RT620.18--63.05 RT11+87.96E36

--619.99619.4151.18 RT11+87.83E35

EX WALL620.33--64.56 RT11+82.08E34

EX STEP LT619.75--60.60 RT11+82.05E33

--619.59619.2651.25 RT11+81.94E32

EX WALL619.72--64.69 RT11+74.97E31

EX STEP RT619.45--60.79 RT11+74.90E30

--619.41619.0851.33 RT11+74.79E29

EX WALL619.56--64.85 RT11+66.66E28

EX STEP LT619.29--60.60 RT11+66.40E27

--619.20618.8751.43 RT11+66.29E26

--619.07618.7451.49 RT11+61.31E25

DEPRESSED CURB-618.67618.5051.60 RT11+51.70E24

CURB PT-618.59618.4252.28 RT11+50.02E23

LANDING618.44--55.35 RT11+51.75E22

LANDING618.43--55.39 RT11+47.75E21

WARNING SURFACE618.33--55.01 RT11+47.33E20

DEPRESSED CURB618.17--53.20 RT11+45.32E19

DEPRESSED CURB617.86--57.33 RT11+42.44E18

WARNING SURFACE618.02--58.88 RT11+44.66E17

CURB PC-617.88617.6459.51 RT11+42.77E16

EX INLET-617.90617.2363.48 RT11+42.00E15

EX STEP RT619.13--60.59 RT11+61.42E14

LANDING618.40--61.02 RT11+51.76E13

LANDING618.32--61.07 RT11+47.79E12

EX619.28--64.50 RT11+61.46E11

CHEEK WALL-618.80618.4764.72 RT11+51.81E10

-618.38--64.77 RT11+46.65E9

-617.89--77.04 RT11+52.35E8

-617.65--77.07 RT11+48.77E7

-617.56--77.12 RT11+43.77E6

-617.56--76.47 RT11+43.77E5

EX BILCO DOOR BK617.65--81.80 RT11+51.08E4

TIE INTO EX617.52--81.91 RT11+48.65E3

TIE INTO EX617.17--81.93 RT11+43.79E2

TIE INTO EX-617.11616.4481.93 RT11+42.12E1

NOTESELEVTC ELEVBC ELEVOFFSETSTATIONPOINT

CURB RAMP ELEVATION TABLE

SOUTH LIBERTY STREET, SOUTHEAST CORNER

(R1-1)

RESET EXISTING STOP SIGN

RESET EXISTING STOP SIGN (R1-1)

GRADE ADJUSTMENT OF EXISTING WATER VALVE

GRADE ADJUSTMENT OF EXISTING WATER VALVE

INLET FILTER BAG FOR TYPE C INLET

INLET FILTER BAG FOR TYPE C INLET

RESET EXISTING MAILBOX

RESET EXISTING MAILBOX

W/4" (TYP)

W/4" (TYP)

CEMENT CONRETE SIDEWALK

BASE REPLACEMENT, TYPE B

LEGEND

GRASS

DETECTABLE WARNING SURFACE

ME 8" REVEAL

ME 7.2" REVEAL

(SEE RC-67M)

DEPRESSED CURB

PLAIN CEMENT CONCRETE

TYPE 1 RAMP,

(SEE RC-67M)

DEPRESSED CURB

PLAIN CEMENT CONCRETE

TYPE 1 RAMP,

RIGHT-OF-WAY

PENNDOT LEGAL

RIGHT-OF-WAY

BOROUGH LEGAL

RIGHT-OF-WAY

BOROUGH LEGAL

RIGHT-OF-WAY

PENNDOT LEGAL

CHEEK WALL (4" REVEAL)

CHEEK WALL (4" REVEAL)

krichards 3/17/2026 6:58:34 PM Y:\Pennsylvania\03XX-60S\0325-609037.20_Oburg_MTF_Sidewalk\Eng_Docs\Roadway\HOP\Ramp02.dgn (Plan (Sheet))

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

SCHUYLKILL

BOROUGH OF ORWIGSBURG

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE087842

KEVIN R. RICHARDS

CURB RAMP SLOPE DETAIL

NORTH WAYNE STREET, NORTHWEST CORNER

5 FEET 05

.7

.9

4.57

1.97%

6.32

1.58%

4.22

1.90%

4.19

7.16% ME

.8

.4

.8

.0

.0

.7

.0

.7

.0

.0

.0

.0

.0

.4

.9

.6

5.33

27.58%

5.81

1.03%

20.00

7.85%

20.00

7.70%

19.33

2.22%

.9

.6

STOOP DETAIL)

STOOP (SEE CONCRETE

REPLACE EXISTING

.1

.8

.2

.0

.1

.3

.0

.4

.0

.8

1.

.9

2.22

9.92

TRANSITION SLAB

DRAIN PIPE

INSTALL NEW ROOF

(INCIDENTAL TO SIDEWALK ITEM)

RESET EXISTING WINDOW FRAME

23.87'

R=8'

.4

.2

.0

0.60%5.00

.3

3.5

1.9 5%

.9

.8

5.00

1.60%

5.00

1.80%

WV

WVCS

CURB RAMP ELEVATION DETAIL

NORTH WAYNE STREET, NORTHWEST CORNER

5 FEET 05

D2 P1 P2

P3

P4

P5

P6 P7 P8 P9 P10

P11 P12 P13 P14 P15 P16

P17 P18 P19

P23

P24 P25

P26

P27

P28

P29

P20 P21 P22

P30

P31 P32

STOOP DETAIL)

STOOP (SEE CONCRETE

REPLACE EXISTING

TRANSITION SLAB

ELEVATIONS FOR INLET CORNER AND DEPRESSED CURB*

SPACED AT 4" ON CENTER.

ADA RAILING TO INCLUDE TOP AND BOTTOM RAIL AND BALUSTERS 3.

PROPOSED SPOT ELEVATIONS/CONTOURS.

AND IS NOT IN ANY WAY APPROVING OR CONFIRMING THE

THE DEPARTMENT IS ONLY APPROVING PROPOSED RAMP SLOPES 2.

ALL UTILITIES ARE NOT SHOWN FOR CLARITY.1.

NOTES:

DBL CURB TOP-631.90631.33630.6977.46 LT17+51.54P32

BILCO DOOR632.20---77.41 LT17+47.35P31

DBL CURB TOP-631.79631.10630.4071.43 LT17+51.58P30

BEGIN DBL CURB-631.78631.08630.3869.68 LT17+51.59P29

BILCO DOOR631.87---71.40 LT17+47.36P28

GRASS LINE631.35---61.62 LT17+48.50P27

BLDG CORNER631.45---63.89 LT17+42.59P26

STEP RT631.25---60.70 LT17+30.69P25

STEP LT631.19---60.77 LT17+25.38P24

HOUSE WALL631.25---63.67 LT17+21.18P23

ADA PATH631.20---58.58 LT17+30.73P22

ADA PATH631.08---58.57 LT17+25.40P21

ADA PATH631.00---58.56 LT17+21.14P20

TOP OF STEPS631.35---57.06 LT17+46.75P19

TOP OF STEPS631.35---57.02 LT17+42.76P18

TOP OF STEPS631.35---56.99 LT17+40.42P17

WALL TOP--629.88-54.80 LT17+52.11P16

WALL TOP631.35---54.73 LT17+46.78P15

WALL TOP631.35---54.65 LT17+40.44P14

-631.13---54.58 LT17+30.79P13

-631.01---54.57 LT17+25.43P12

RAMP TOP630.92---54.56 LT17+21.11P11

WALL BTM---629.2154.13 LT17+51.93P10

STEP BTM RT629.27---54.06 LT17+46.12P9

STEP BTM LT629.35---54.00 LT17+41.13P8

RAMP TOP630.92---53.88 LT17+21.12P7

INLET CORNER*629.17---52.40 LT17+52.12P6

INLET CORNER629.18---51.09 LT17+53.76P5

INLET CORNER629.12---48.01 LT17+51.16P4

INLET CORNER*629.12---49.41 LT17+49.58P3

RAMP BTM629.19---48.47 LT17+46.19P2

RAMP BTM629.28---48.33 LT17+41.19P1

---630.82630.1648.22 LT17+21.19D2

NOTESELEVTC2 ELEVTC ELEVBC ELEVOFFSETSTATIONPOINT

CURB RAMP ELEVATION TABLE

NORTH WAYNE STREET, NORTHWEST CORNER

S E

E P

L A

N S

H E

E T

S E

E P

L A

N S

H E

E T

INLET FILTER BAG FOR TYPE C INLET

OF EXTRA-HEIGHT CURB

INSTALL RAILING ON TOP

W/4" (2' SPACING, TYP)

GRADE ADJUSTMENT OF EXISTING SEWER CLEANOUTS

OF EXTRA-HEIGHT CURB

INSTALL RAILING ON TOP

GRADE ADJUSTMENT OF EXISTING SEWER CLEANOUTS W/4" (TYP)

INLET FILTER BAG FOR TYPE C INLET

CEMENT CONCRETE SIDEWALK

BASE REPLACEMENT, TYPE B

PARKING LANE SLOPE ADJUSTMENT

LEGEND

8" CURB REVEAL 8" CURB REVEAL

8.4" CURB REVEAL

GRASS

OF EXTRA-HEIGHT CURB

INSTALL RAILING ON TOP

INSTALL ADA COMPLIANT INLET GRATE

GRADE ADJUSTMENT OF EXISTING INLET,

W/4" (TYP)

OF EXTRA-HEIGHT CURB

INSTALL RAILING ON TOP

INSTALL ADA COMPLIANT INLET GRATE

GRADE ADJUSTMENT OF EXISTING INLET,

W/4" (TYP)

DETECTABLE WARNING SURFACE

(SEE RC-67M)

DEPRESSED CURB

PLAIN CEMENT CONCRETE

MODIFIED TYPE 1A RAMP,

(SEE RC-67M)

DEPRESSED CURB

PLAIN CEMENT CONCRETE

MODIFIED TYPE 1A RAMP,

INSTALL RAILING ON STEPS

INSTALL RAILING ON STEPS

RIGHT-OF-WAY

PENNDOT LEGAL

RIGHT-OF-WAY

PENNDOT LEGAL

RIGHT-OF-WAY

BOROUGH LEGAL

RIGHT-OF-WAY

BOROUGH LEGAL

krichards 3/17/2026 6:58:35 PM Y:\Pennsylvania\03XX-60S\0325-609037.20_Oburg_MTF_Sidewalk\Eng_Docs\Roadway\HOP\Ramp03.dgn (Plan (Sheet))

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

SCHUYLKILL

BOROUGH OF ORWIGSBURG

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE087842

KEVIN R. RICHARDS

CURB RAMP SLOPE DETAIL

SOUTH WAYNE STREET, SOUTHEAST CORNER

5 FEET 05

0.73% ME

8.13

.9

.0

1.25%

4.00

1.25%

4.00

.7

.0

.7

.0

.7

.0

.7

.0

8.07%

4.11

8.07%

4.09

0.74%

8.07

.9

.9

1.36% ME

8.18

.6

.8

.0

.9

.5

.9

.4

.0

2.50

5.00

.5

WVCS

CURB RAMP ELEVATION DETAIL

SOUTH WAYNE STREET, SOUTHEAST CORNER

5 FEET 05

K1 K2

K3 K4

K5 K6 K7 K8

K9

K10 K11 K12

K13 K14

.5

CURB.

BOTTOM OF PROPOSED CURB LINE. POSITION GRATE AGAINST THE

CORRESPOND TO THE BACK SIDE, CENTER OF GRATE ALONG THE

STATION, OFFSET AND TOP OF GRATE ELEVATION OF INLETS **

OF CHEEK WALL OR BOTTOM OF STEP POINT.

STATION AND OFFSET CORRESPOND TO BOTTOM OF CURB, BOTTOM *

PROPOSED SPOT ELEVATIONS/CONTOURS.

AND IS NOT IN ANY WAY APPROVING OR CONFIRMING THE

THE DEPARTMENT IS ONLY APPROVING PROPOSED RAMP SLOPES 2.

ALL UTILITIES ARE NOT SHOWN FOR CLARITY.1.

NOTES:

TIE INTO EX624.78--36.86 RT17+92.00K14

FLARE END-624.67624.3336.84 RT17+83.16K13

LANDING624.26--44.94 RT17+91.86K12

LANDING624.21--44.87 RT17+87.86K11

WARNING SURF624.04--44.82 RT17+85.75K10

RAMP BTM--623.8844.78 RT17+83.08K9

LANDING624.19--48.94 RT17+91.78K8

LANDING624.14--48.87 RT17+87.78K7

WARNING SURF623.97--48.83 RT17+85.69K6

RAMP BTM--623.8148.78 RT17+83.03K5

SWLK BK623.91--52.90 RT17+91.71K4

FLARE END-623.85623.5252.78 RT17+82.97K3

TIE INTO EX623.55--60.88 RT17+91.68K2

TIE INTO EX-623.49623.1560.79 RT17+82.89K1

NOTESELEVTC ELEVBC ELEVOFFSETSTATIONPOINT

CURB RAMP ELEVATION DETAIL

SOUTH WAYNE STREET, SOUTHEAST CORNER

(R1-1)

RESET EXISTING STOP SIGN

INLET FILTER BAG FOR TYPE C INLETINLET FILTER BAG FOR TYPE C INLET

W/4" (TYP)

W/4" (TYP)

CEMENT CONCRETE SIDEWALK

BASE REPLACEMENT, TYPE B

LEGEND

DETECTABLE WARNING SURFACE

(SEE RC-67M)

DEPRESSED CURB

CEMENT CONCRETE

TYPE 1 RAMP, PLAIN

(SEE RC-67M)

DEPRESSED CURB

CEMENT CONCRETE

TYPE 1 RAMP, PLAIN

4" CURB REVEAL 4" CURB REVEAL

RIGHT-OF-WAY

PENNDOT LEGAL

RIGHT-OF-WAY

BOROUGH LEGAL

RIGHT-OF-WAY

PENNDOT LEGAL

RIGHT-OF-WAY

BOROUGH LEGAL

krichards 3/17/2026 6:58:35 PM Y:\Pennsylvania\03XX-60S\0325-609037.20_Oburg_MTF_Sidewalk\Eng_Docs\Roadway\HOP\HOP_Details01.dgn (Detail Only (Sheet))

DISTRICT COUNTY ROUTE SECTION SHEET

REVISION

NUMBER

REVISIONS DATE BY

SCHUYLKILL

BOROUGH OF ORWIGSBURG

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE087842

KEVIN R. RICHARDS

VARIES

NOT TO SCALE

OUTSIDE PENNDOT RIGHT-OF-WAY

1. WIDTH OF STOOP TO MATCH WIDTH OF EXISTING STOOP

NOTE:

2.5'

STOOP ELEVATION

MATCH EXISTING

CONCRETE PAVEMENT

PLAIN CEMENT

ELEVATION

SIDEWALK

PROPOSED

EXISTING DOWN SPOUT

VARIES

TOP OF

3"

PAVING

3" PVC DRAIN PIPE

OR AS INDICATED

(SLOPE 1% TO CURB MIN.)

8"

NEW SIDEWALK

INDICATED

EXISTING AS

OR MATCH

PROFILE

(ADAPTORS AS REQUIRED) TO

BE CONNECTED BY CONTRACTOR

SCHEDULE 40

3" PVC DOWN SPOUT

PLAIN CEMENT CONCRETE CURB

C O

N C

R E

T E

C U

R B

P L

A

IN

C E

M E

N T

SLOPE SAME AS SIDEWALK

EXPANSION MAT'L.

8" VARIES

PLAN

4"

MIN

DETAIL

CORE-DRILLED POST

SEE FORMED OR

PIPE POSTS (TYP)

STRUCTURAL STEEL

1-1/2" DIA SCH 40S

WELDED UNLESS NOTED OTHERWISE.

3. ALL RAILING CONNECTIONS SHALL BE

FABRICATION OF HANDRAIL.

2. STEPS SHALL BE FIELD MEASURED FOR

PIPE

1. 1-1/2" DIA. SCH 40S STRUCTURAL STEEL

NOTES FOR HANDRAILS:

NOT TO SCALE

OUTSIDE PENNDOT RIGHT-OF-WAY

HANDRAIL DETAILS

GROUT & WATERTIGHT SEALANT

DIA.) X 6" D WITH CEMENT

SSTL SLEEVE 2" DIA. (INSIDE

4" (TYP)

NOT TO SCALE

OUTSIDE PENNDOT RIGHT-OF-WAY

CORE-DRILLED POST DETAIL

TYPICAL FORMED OR

INSTALLATION IS ACCEPTABLE TO ENGINEER AND OWNER.

CONTRACTOR TO SUBMIT SHOP DRAWINGS/PRODUCT SUBMITTALS…