570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

SCHUYLKILL COUNTY CDBG PROGRAM

ADA IMPROVEMENTS

COAL STREET AND NORTH STREET

Port Carbon Borough, Schuylkill County, Pennsylvania

LOCATION MAP

SCALE: 1" = 800'

PROJECT LOCATION

thereof, is strictly prohibited, except by written permission of this firm.

Benesch. Use, reuse, reproduction or modification of this plan or design information, or any part

Copyright 2026, of Benesch. All rights reserved. This plan and design content is the property of

PREPARED BY:

PROJECT MANAGER DATE DRAWING NO.

PROJECT

AT WWW.PAONECALL.ORG

COORDINATE YOUR PROJECTS VIA COORDINATE PA

PENNSYLVANIA ONE CALL SYSTEM SERIAL NUMBER

20262320584-000

START OF EXCAVATION.

THAN 10 BUSINESS DAYS PRIOR TO THE

THAN 3 BUSINESS DAYS NOR MORE

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

E&S SHEET7

RAMP DETAIL 26

RAMP DETAIL 15

PLAN SHEET4

DETAIL SHEET3

GENERAL NOTES2

COVER SHEET1

TITLE

NO.

DRAWING

DRAWING INDEX

0326-609043.24

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September 2026

Schuylkill County Commissioners

Lisa Mahall

Sharyn Yackenchick

Gary J. Hess

Barron L. Hetherington

Lawrence J. Padora

- Real Estate / Engineering Director

- Controller

- Commissioner

- Commissioner

- Chairman

Port Carbon Borough Council

Jim Conville

Ann Miller

Angela Laselva

Heather Maley

Kim Hrenyo

Cody Herndon

Megan Borowski

William Devers

Harold Herndon

Scott Krater

James P. McBreen

- Borough Solicitor

- Borough Treasurer

- Borough Secretary

- Councilwoman

- Councilwoman

- Councilman

- Councilwoman

- Councilman

- Vice President

- Council President

- Mayor

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

PE077612

JAMES STEVEN TOHILL

EX ROADWAY

CURB

CONC

CURB

SIDEWALK ABUTS

MATERIAL WHERE

" EXPANSION2

COMPACT SUBGRADE TO 97% PROCTOR DENSITY

SUBBASE 6" DEPTH (NO. 2A)

4" CONCRETE SIDEWALK, MODIFIED

COMPACT SUBGRADE TO 97% PROCTOR DENSITY

SUBBASE 6" DEPTH (NO. 2A)

4" CONCRETE SIDEWALK, MODIFIED

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 **

EXISTING CONCRETE OR OTHER RIGID SURFACE OR STRUCTURE.

2. PLACE 1/2" EXPANSION MATERIAL AT ALL LOCATIONS ABUTTING

TO THE INSPECTOR IN CHARGE PRIOR TO CONSTRUCTION OF SIDEWALK.

SIDEWALK AREAS THAT DO NOT MEET THIS RANGE SHALL BE REPORTED

WITH 0.5% ** MINIMUM AND 2% MAXIMUM TOWARD CURB. ANY

A 4'-0" (MIN) SIDEWALK ACCESSIBLE ROUTE SHALL SLOPE AS DETAILED 1.

NOTES:

DETAIL

REPLACEMENT

SEE BASE

CONCRETE SIDEWALK (PAID SEPERATELY)

CURB (PAID SEPERATELY)

WHICHEVER IS GREATER

OR MATCH EXISTING,

SUBBASE 6" DEPTH (NO. 2A)

COMPACT SUBGRADE

ESALS, 25.0 MM MIX, 4" DEPTH

BASE COURSE, PG 64S-22, < 0.3 MILLION

SUPERPAVE ASPHALT MIXTURE DESIGN,

SAW CUT FULL DEPTH

" DEPTH, SRL-L2

MIX, 1

< 0.3 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

NOT TO SCALE

SEAL WITH PG 64S-22 MATERIAL (INCIDENTAL)

TYPICAL SECTION

NOT TO SCALE

N COAL ST AND NORTH 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"

VARIES

RIGHT-OF-WAY

SEE DETAIL

VARIES

CONCRETE SIDEWALK

SEE DETAIL

VARIES

EXISTING

MATCH

EXISTING

MATCH

JOINT DETAIL

TYPICAL EXPANSION

NOT TO SCALE

AT NO ADDITIONAL COST TO THE OWNER (TYP.)

DURING CONSTRUCTION SHALL BE REPLACED

ALL EXISTING WATER/GAS STOP LIDS DAMAGED*

1. VERIFY BOX POSITIONING FOR ACCESSIBILITY

NOTES:

1" MAX.

CURB BOX LID *

CURB BOX

CONC. AROUND

TO BEVEL

CONTRACTOR

SIDEWALK

CONCRETE

CURB BOX

TYPICAL WATER/GAS STOP DETAIL

NOT TO SCALE

1'-0" FIRE HYDRANT, ETC.

EXISTING POLE,

MATERIAL

1/2" EXPANSION

VARIES

NOT TO SCALE

OUTSIDE PENNDOT RIGHT-OF-WAY

1. WIDTH OF STEP AS DETAILED ON PLANS

NOTE:

ELEVATION AS DETAILED

CONCRETE PAVEMENT

PLAIN CEMENT

ELEVATION

SIDEWALK

PROPOSED

CONCRETE STEP

VARIES

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

Copyright 2026, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or Port Carbon Borough, Schuylkill County, Pennsylvania

0326-609043.249/2/2026

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SCHUYLKILL COUNTY CDBG PROGRAM

ADA IMPROVEMENTS

COAL STREET AND NORTH STREET

OF 7CSR CSR JST

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

TRAFFIC CONTROL

ERECTED, MODIFIED, MAINTAINED AND SUBSEQUENTLY REMOVED BY THE CONTRACTOR FOR CONTRACT OPERATIONS.

UNLESS OTHERWISE SPECIFIED, ALL TRAFFIC CONTROL DEVICES FOR TRAFFIC CONTROL SHALL BE FURNISHED, PEDESTRIAN TRAFFIC CONTROL DEVICES SHALL BE UTILIZED FOR THE DURATION OF THE SIDEWALK CLOSURE.

PROVIDE TRAFFIC CONTROL TO THE WORK AREAS ALONG COAL STREET AND NORTH STREET.

THE CONTRACTOR SHALL NOT WORK IN OR OCCUPY AREAS BEYOND THE RIGHT-OF-WAY.

AROUND THE PROJECT SITE SHALL BE TAKEN BY THE CONTRACTOR PRIOR TO CONSTRUCTION.

PHOTOS OF EXISTING CONDITIONS INCLUDING EXITING DAMAGE TO PUBLIC AND PRIVATE STRUCTURES IN AND

STRUCTURES, SHRUBS, UTILITIES OR OTHER IMPROVEMENTS. CONDITIONS MAY REQUIRE MANUAL EXCAVATION.

THE CONTRACTOR SHALL OPERATE IN SUCH A MANNER AND/OR TAKE SUCH PRECAUTIONS TO PROTECT

EXCAVATION EQUIPMENT AND SURFACE DISTURBANCE SHALL BE LIMITED TO PUBLIC RIGHT-OF-WAY.

CLEANOUTS OR SHUT-OFF VALVES WITHIN THE SAME WORKING DAY THAT THE DAMAGED HAS OCCURRED.

THE CONTRACTOR SHALL REPAIR DAMAGED SEWER LATERALS AND/OR WATER SERVICE LINES INCLUDING

AND DETAILS. ALL CONTROLS SHALL CONFORM TO "EROSION AND SEDIMENTATION CONTROL MANUAL".

MAINTAINED DURING ALL PHASES OF CONSTRUCTION. SEE SEDIMENT AND EROSION CONTROL NOTES

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

CONTROL IS BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988.

HORIZONTAL CONTROL IS BASED ON PA STATE PLANE COORDINATE SYSTEM (SOUTH ZONE) NAD83. VERTICAL

APPROXIMATE.

RIGHT-OF-WAY FOR BOROUGH ROADWAYS ARE RECORDED FROM SCHUYLKILL COUNTY TAX MAPS AND ARE

CONTRACTOR MUST BE APPROVED BY THE ENGINEER PRIOR TO ANY WORK.

WORK SHOWN IS APPROXIMATE EXCEPT WHERE SPECIFICALLY SHOWN. CHANGES TO LIMIT OF WORK BY THE

MATCH PROPOSED PAVING ELEVATION TO EXISTING PAVING ELEVATIONS WHEREVER THEY ADJOIN. LIMIT OF

DRAWINGS AND SPECIFICATIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL STAKEOUTS BASED ON THE CONTRACT

HOURS.

CONTRACTOR SHALL USE BACKFILL, COVER, OR FENCE TO PROTECT EXCAVATION AREAS DURING NON-WORKING

THIS PROJECT IS SUBJECT TO INSPECTION BY THE ENGINEER AND APPLICABLE CODE ENFORCEMENT AGENCIES.

THE OWNER RESERVES THE RIGHT TO ELIMINATE ANY OR ALL OF THIS WORK.

SPECIFICATIONS PUBLICATION 408 IN ITS LATEST REVISION.

PENNDOT SPECIFICATIONS SHALL MEAN COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION

APPURTENANCES.

AND PROPOSED PIPING DURING CONSTRUCTION TO PREVENT DAMAGE TO PIPES AND

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT THERE IS SUFFICIENT COVER ON EXISTING

ENGINEER.

PLAN LOCATIONS AND DIMENSIONS SHALL BE STRICTLY ADHERED TO UNLESS OTHERWISE DIRECTED BY THE

PROTECTION. THE OWNER DOES NOT GUARANTEE THAT ALL SUBSURFACE STRUCTURES ARE SHOWN.

CONTRACTOR'S RESPONSIBILITY TO VERIFY AND ALLOW FOR THEIR LOCATIONS AND PROVIDE FOR THEIR

EXISTING UTILITIES ARE SHOWN IN ACCORDANCE WITH THE BEST AVAILABLE INFORMATION. IT SHALL BE THE

THE CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES INVOLVED.

ORIGINAL CONDITION AS DIRECTED BY THE ENGINEER AT NO ADDITIONAL COST TO THE OWNER.

ALL AREAS DISTURBED OUTSIDE THE LIMITS OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED TO THEIR

CONTRACTOR.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BY THE

CONSTRUCTION OF THIS SITE.

THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS APPLICABLE TO

GENERAL NOTES

TV, ETC.) EXIST THROUGHOUT THE PROJECT AREA.

CONTRACTOR SHALL BE MADE AWARE THAT LOW LYING OVERHEAD UTILITY LINES (POWER, TELEPHONE, CABLE

ALFRED BENESCH & COMPANY, OR THEIR REPRESENTATIVES.

THE LOCATION OF THE UNDERGROUND UTILITIES IS ON THE CONTRACTOR AND NOT ON THE PROJECT OWNER, THE RISK OF FINANCIAL LOSS RESULTING FROM MISIDENTIFICATION, MISLOCATION OR MISUNDERSTANDING OF

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

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

PLANS, OR THAT ALL UNDERGROUND INSTALLATION OR STRUCTURES ARE SHOWN ON THE PLANS. NO FIELD

THE LOCATION OF THE PRESENT UNDERGROUND UTILITY INSTALLATION OR STRUCTURES SHOWN ON THE

BENESCH & COMPANY DOES NOT GUARANTEE, REPRESENT, WARRANT OR ASSURE EITHER THE ACCURACY OF

THAT HAS BEEN PROVIDED TO ALFRED BENESCH & COMPANY FROM THE UTILITIES LISTED ABOVE. ALFRED

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

PHONE: 610-736-5314

EMAIL: dbarnhart@ugi.com

DANIEL BARNHARTCONTACT:

DENVER, PA. 17517

1 UGI DRIVEADDRESS:

UGI UTILITIES INCCOMPANY:

PHONE: 570-622-8240

EMAIL: agantz@scmawater.com

ANDREW GANTZCONTACT:

POTTSVILLE, PA. 17901-0960

PO BOX 960

221 S CENTRE STADDRESS:

SCHUYLKILL COUNTY MUNICIPAL AUTHORITYCOMPANY:

PHONE: 570-294-1621

EMAIL: pcboroughgarage@gmail.com

DAVE RUBRIGHTCONTACT:

PORT CARBON, PA. 17965

301 FIRST STADDRESS:

PORT CARBON BOROUGHCOMPANY:

PHONE: 570-490-5684

EMAIL: dhaupt@pplweb.com

CONTACT: DOUG HAUPT

PAXINOS, PA. 17860

437 BLUE CHURCH ROADADDRESS:

PPL ELECTRIC UTILITIES CORPORATIONCOMPANY:

PHONE: 570-622-0513

EMAIL: bill.orlowsky@gpasa.org

WILLIAM ORLOWSKYCONTACT:

POTTSVILLE, PA. 17901

401 N CENTRE STADDRESS:

GREATER POTTSVILLE AREA SEWER AUTHORITYCOMPANY:

LIST OF UTILITIES:

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. 287 OF 1974 AS AMENDED STANDARDIZES THE COLOR-MARKING OF UNDERGROUND UTILITIES IN

SERIAL NO.: 20262320584-000

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

REQUIREMENTS APPLY ANYWHERE IN THE COMMONWEALTH OF PENNSYLVANIA.

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

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

ANCHOR, AUGER, BACKFILL, BLAST, BORE, DIG, DITCH, DRILL, DRIVE-IN, GRADE, PLOW-IN, PULL-IN, RIP, SCRAPE, 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 LAW, UTILITY NOTES

DRAINAGE

TO 408 SPECIFICATIONS BUT WERE NOT INSPECTED.

CS-4171 FORM MAY INCLUDE A STATEMENT THAT STATES INLET BOXES AND TOP UNITS WERE MANUFACTURED

INLET BOXES AND METAL FRAME AND GRATE MUST BE ACCOMPANIED BY A CS-4171 FORM AND INVOICE. THE

INLET BOXES.

CONTRACTOR SHALL OBTAIN EXISTING PIPE SIZE AND INVERT ELEVATIONS PRIOR TO PURCHASING STANDARD

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

Copyright 2026, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or Port Carbon Borough, Schuylkill County, Pennsylvania

0326-609043.249/2/2026

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SCHUYLKILL COUNTY CDBG PROGRAM

ADA IMPROVEMENTS

COAL STREET AND NORTH STREET

OF 7CSR CSR JST

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

5 FEET 05

INDEX MAP

DESIGNS, SEE SHEET 5

FOR RAMP 1 AND RAMP 2

DESIGNS, SEE SHEET 6

FOR RAMP 3 AND RAMP 4

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

Copyright 2026, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or Port Carbon Borough, Schuylkill County, Pennsylvania

0326-609043.249/2/2026

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SCHUYLKILL COUNTY CDBG PROGRAM

ADA IMPROVEMENTS

COAL STREET AND NORTH STREET

OF 7CSR CSR JST

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE077612

JAMES STEVEN TOHILL

WV

WV

WV

WV

WV

WV

WV

WV

WV

SIGN

STOP

SLAB

WOOD

NO PARKING

STOP SIGN/

NORTH ST / COAL ST

STOP SIGN-

NO PARKING

BM "B"

43927-S50066

PPL CO

ELE= 648.26'

SW INLET CORNER

BM "B" ELE= 666.04'

NW INLET CORNER

BM "C"

ELE= 648.97'

SQ. CUT IN SIDEWALK

BM "A"

C O

A L

S T

R E

E T

NORTH STREET

1 2

3 4

TYPE 1 DIAGONAL RAMP

NW CORNER OF COAL AND NORTH STREET SLOPE VIEW

TYPE 1A RAMP

NE CORNER OF COAL AND NORTH STREET SLOPE VIEW

TYPE 1A RAMP

NE CORNER OF COAL AND NORTH STREET ELEVATION VIEW

TYPE 1 DIAGONAL RAMP

NW CORNER OF COAL AND NORTH STREET ELEVATION VIEW

CURB RAMP ELEVATION TABLE

NW CORNER OF COAL AND NORTH STREET

CURB RAMP ELEVATION TABLE

NE CORNER OF COAL AND NORTH STREET

5 FEET 05 5 FEET 05

5 FEET 05 5 FEET 05

TIE INTO EX-649.66649.102407835.6319500731.6558A23

TIE INTO EX649.89--2407828.1363500731.8995A22

--649.45648.962407835.5105500728.1564A21

-649.58--2407828.0370500728.4009A20

--649.21648.792407835.3718500724.1588A19

PORCH CORNER649.33--2407827.9070500724.4030A18

WALL/PORCH CORNER649.33--2407822.6530500724.7060A17

STEP FRONT RT-649.36649.082407823.6494500721.4725A16

STEP BACK RT-649.36649.082407822.6499500721.5050A15

--648.95648.622407835.1533500718.0969A14

STEP FRONT LT-649.36648.932407823.5519500718.4741A13

STEP BACK LT-649.36648.932407822.5524500718.5066A12

RAMP BTM RT-648.14648.142407834.7095500709.1329A11

LANDING648.70--2407829.4158500714.8581A10

LANDING648.77--2407826.7002500717.7950A9

RAMP BTM LT-648.08648.082407831.7725500706.4173A8

LANDING648.64--2407826.4789500712.1425A7

LANDING648.71--2407823.7633500715.0795A6

--648.45648.202407826.2334500706.5179A5

--648.76648.432407821.8093500706.7110A4

WALL CORNER648.76--2407822.1200500713.8320A3

TIE INTO EX-648.88648.552407816.8140500706.9290A2

TIE INTO EX648.90--2407817.1308500714.1891A1

NOTESELEVTC ELEVBC ELEVEASTINGNORTHINGPOINT

TIE INTO EX-649.58649.082407906.5128500704.4911B18

TIE INTO EX649.65--2407906.7118500710.2296B17

--649.32648.822407903.0149500704.6125B16

-649.41--2407903.2841500712.3731B15

--648.10648.102407888.0239500705.1325B14

STEP FRONT RT-648.49648.102407888.2589500711.9065B13

STEP FRONT LT-648.34647.962407885.0921500712.0181B12

STEP BACK RT-648.49648.102407888.2941500712.9059B11

STEP BACK LT-648.34647.962407885.1273500713.0175B10

RAMP BTM LANDING-647.85647.852407883.1412500705.3019B9

RAMP BTM LANDING-647.54647.542407877.4306500705.5000B8

RAMP BTM LANDING-647.50647.502407875.5012500707.5681B7

RAMP BTM LANDING647.85--2407883.4110500713.0780B6

RAMP BTM LANDING-647.69647.692407875.7016500713.3455B5

-648.84--2407883.9311500728.0690B4

--648.81648.482407876.2216500728.3364B3

TIE INTO EX649.16--2407884.1156500733.3870B2

TIE INTO EX-649.09648.762407876.4061500733.6545B1

NOTESELEVTC ELEVBC ELEVEASTINGNORTHINGPOINT

RESET - INCIDENTAL)

STOP SIGN (REMOVE AND

CONCRETE STEP

BICYCLE SAFE GRATE

NEW TYPE M INLET WITH

1 1

2 2

CONCRETE STEP

RESET - INCIDENTAL)

STOP SIGN (REMOVE AND

BICYCLE SAFE GRATE

NEW TYPE M INLET WITH

CONCRETE STEP

RESET - INCIDENTAL)

STOP SIGN (REMOVE AND

CONCRETE STEP

RESET - INCIDENTAL)

STOP SIGN (REMOVE AND

NOTE: PAVEMENT BASE REPAIR IS NOT SHOWN FOR CLARITY. PAVEMENT BASE REPAIR IS 2' WIDE FOR ENTIRE LENGTH OF NEW CURB. VERIFY LOCATION AND ORIENTATION WITH ENGINEER PRIOR TO CONSTRUCTION.

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

Copyright 2026, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or Port Carbon Borough, Schuylkill County, Pennsylvania

0326-609043.249/2/2026

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SCHUYLKILL COUNTY CDBG PROGRAM

ADA IMPROVEMENTS

COAL STREET AND NORTH STREET

OF 7CSR CSR JST

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE077612

JAMES STEVEN TOHILL

.5

.8

6.81'

1.92%

6.83'

3.39% ME

.5

.0

6.78'

1.77%

.0

.2

.0

.0

.0

.3

.7

.7

.6

.6

.0

.5

.0

.5

.0

.7

.0

.7

.0

.5

.0

.0

.0

.0

5.00'

7.40%

0.00%

5.26'

.0

.4

.7

.7

4.42'

7.00%

5.00'

2.40%

6.

4.

.1

.2

5.00'

2.80%

.6

.3

M

E

.2

.8

.5

.5

.9

.6

2.

2.

3.22'

4.97%

.0

.0

A6

A2 A4 A5 A8

A11

A1 A3

A7

A9 A13

A16

A14

A18 A19

A20 A21

A22 A23

A10

A17

A12

A15

WV

WV

7.04'

1.00% ME

7.04'

0.40%

7.04'

2.27%

.0

.4

.0

.6

5.71'

5.43%

.7

.2

.0

.1

4.89'

5.11%

.0

.1

4.89'

5.11%

.3

.2

.3

.0

15.00'

8.73%

15.00'

8.13%

.1

.2

3.50'

7.42%

.0

.3

M

E

WV

WV

B1 B2

B3 B4

B6B5 B10

B7

B8 B9

B11

B12 B13

B14 B16

B15

B17

B18

TYPE 1A RAMP

SW CORNER OF COAL AND NORTH STREET SLOPE VIEW

TYPE 1A RAMP

SW CORNER OF COAL AND NORTH STREET ELEVATION VIEW

TYPE 1 DIAGONAL RAMP

SE CORNER OF COAL AND NORTH STREET ELEVATION VIEW

TYPE 1 DIAGONAL RAMP

SE CORNER OF COAL AND NORTH STREET SLOPE VIEW

CURB RAMP ELEVATION TABLE

SW CORNER OF COAL AND NORTH STREET

CURB RAMP ELEVATION TABLE

SE CORNER OF COAL AND NORTH STREET

5 FEET 05 5 FEET 05

5 FEET 05 5 FEET 05

3 3

4 4

18" 18"

BICYCLE SAFE GRATES

NEW TYPE M INLETS WITH

BICYCLE SAFE GRATES

NEW TYPE M INLETS WITH

CHEEK WALL CHEEK WALL

(REMOVE AND RESET - INCIDENTAL)

STOP SIGN / NO PARKING

(REMOVE AND RESET - INCIDENTAL)

STOP SIGN / NO PARKING

RESET - INCIDENTAL)

STOP SIGN (REMOVE AND

RESET - INCIDENTAL)

STOP SIGN (REMOVE AND

NOTE: PAVEMENT BASE REPAIR IS NOT SHOWN FOR CLARITY. PAVEMENT BASE REPAIR IS 2' WIDE FOR ENTIRE LENGTH OF NEW CURB. VERIFY LOCATION AND ORIENTATION WITH ENGINEER PRIOR TO CONSTRUCTION.

TIE INTO EX-646.69646.072407833.1803500665.1568C13

TIE INTO EX646.72--2407827.0092500665.4278C12

--646.87646.292407833.3996500670.1520C11

END CHEEK WALL-646.96646.962407827.2286500670.4230C10

RAMP BTM LANDING-646.52646.522407833.6190500675.1472C9

CHEEK WALL CORNER-647.17646.672407828.1143500675.3889C8

RAMP BTM LANDING-646.65646.652407833.8145500679.5998C7

RAMP BTM LANDING-646.75646.752407831.8850500681.6864C6

RAMP BTM LANDING-646.85646.852407828.3345500681.8082C5

END CHEEK WALL-648.04648.042407813.1003500675.2365C4

--648.04647.792407813.3433500682.3223C3

TIE INTO EX648.23--2407808.1032500675.4079C2

TIE INTO EX-648.13648.012407808.3462500682.4937C1

NOTESELEVTC ELEVBC ELEVEASTINGNORTHINGPOINT

TIE INTO EX647.53--2407891.1218500674.9262D18

TIE INTO EX-647.35647.352407891.3261500680.8132D17

FENCE CORNER647.20--2407886.1200500674.9600D16

--647.20647.122407886.3291500680.9866D15

LANDING647.10--2407881.8616500676.5830D14

END LT FLARE-647.08647.002407882.0196500681.1361D13

RAMP BTM LT-646.69646.692407877.4710500681.2892D12

RAMP BTM RT-646.62646.622407874.5462500678.5605D11

LANDING647.17--2407884.5903500673.6582D10

LANDING647.03--2407878.9368500673.8544D9

END RT FLARE-647.02646.352407874.3382500672.5642D8

LANDING647.10--2407881.6655500670.9296D7

--646.97646.302407874.2857500671.1856D6

END FENCE646.89--2407885.5874500666.1342D5

PORCH CORNER646.75--2407881.5780500665.5610D4

--646.62646.002407874.0996500665.8204D3

TIE INTO EX646.32--2407881.0922500656.2648D2

TIE INTO EX-646.05645.612407873.7769500656.5187D1

NOTESELEVTC ELEVBC ELEVEASTINGNORTHINGPOINT

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

Copyright 2026, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or Port Carbon Borough, Schuylkill County, Pennsylvania

0326-609043.249/2/2026

Y

P e n n s y lv a n ia \0

X

X -6

S

\0

-6

.2

S c h

C o

P

C \E n g

D o c s \R o a d w a y

\P la n s \R a m p

D e t_

.d g n

-S E

P -2

SCHUYLKILL COUNTY CDBG PROGRAM

ADA IMPROVEMENTS

COAL STREET AND NORTH STREET

OF 7CSR CSR JST

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE077612

JAMES STEVEN TOHILL

.8

.3

M E

5.00'

1.80%

5.00'

3.80%

15.00'

7.93%

15.00'

9.13%

3.55'

2.82%

4.84'

3.10%

.0

.4

.7

.1

.4

.9

.0

.8

.0

.0

4.84'

1.85%

.0

.8

.0

.6

4.84'

0.60% ME

C1

C2

C3

C4

C5 C6

C8

C7

C9

C13C12

C10 C11

WV

WV

WV

.2

.5

M E

6.72'

1.93%

5.00'

3.00%

.0

.3

4.31'

2.78%

.8

.5

.0

.7

.0

.7

.5

.4

.5

.4

.0

.7

.0

.7

.0

.7

4.1 5'0.2

4%

.6

.3

6.82'

1.91%

.3

.5

.7

.5

4.08' 3.43%

6.65'

4.06% ME

.3

.1

.3

.6

.3

.5

.0

.5

.7

.7

3.90'

10.00%

.7

.1

WV

WV

WV

D3

D6

D12 D13 D15 D17

D5

D7

D4

D18D16

D14

D11

D8

D1 D2

D9 D10

EROSION CONTROL POLICIES

SECTION VIEW

CONCRETE WASHOUT

PLASTIC LINERS SHOULD BE REPLACED WITH EACH CLEANING OF THE WASHOUT FACILITY.

ACCUMULATED MATERIALS SHOULD BE REMOVED WHEN THEY REACH 75% CAPACITY.

WASHOUTS IMMEDIATELY.

INSPECT WASHOUT FACILITIES DAILY. DEACTIVATE AND REPAIR OR REPLACE DAMAGE OR LEAKING

NOTES:

INLET SEDIMENT SACK

INSTALLATION DETAIL BAG DETAIL

ELEVATION

1'

MIN

2 MIN

ISOMETRIC

PLAN (CURBED SECTION)

2 MIN

NOT TO SCALE

EXISTING INLETS. CONTRACTOR TO FIELD MEASURE INLETS.

MODIFY INLET SEDIMENT SACK TO FIT THE CONDITIONS OF

AFTER EACH STORM EVENT.

SEDIMENT MUST BE REMOVED FROM INLET SEDIMENT SACK

COAT.

MAINTAINED UNTIL ROADWAY SURFACE RECEIVES FINAL

SIX INCH MINIMUM HEIGHT ASPHALT BERM SHALL BE

UNTIL ROADWAY IS PAVED.

STONED. ROADWAY SUBBASE BERM SHALL BE MAINTAINED

EARTHEN BERM SHALL BE MAINTAINED UNTIL ROADWAY IS

INSTALLATION.

TO SEDIMENT BASIN OR TRAP. BERM REQUIRED FOR ALL

INLET PROTECTION IS NOT REQUIRED FOR INLET TRIBUTARY

MUST BE CONSIDERED IN SELECTING THE MEANS OF CONTROL.

OF THE EROSION. WEATHER CONDITIONS AT THE TIME OF CONSTRUCTION AND TYPE OF SOILS

ON THE BASIS OF BOTH THE EFFECTIVENESS OF THE CONTROL MEASURES AND CONSEQUENCES

IN THE DESIGN STAGE, HE SHOULD ESTIMATE THE EROSION POTENTIAL AND SELECT MEASURES

DETERMINES ANY EROSION CONTROL MEASURES ARE NECESSARY THAT WERE NOT FORESEEN

AGENCY TO AVOID A RECURRENCE OF THE PROBLEM. WHEN THE INSPECTOR-IN-CHARGE

WILL TAKE IMMEDIATE STEPS FOR CORRECTION, INCLUDING NOTIFICATION OF THE APPROPRIATE

CONTROL MEASURES ARE DISCOVERED DURING CONSTRUCTION, THE INSPECTOR-IN-CHARGE

IF THERE ARE OMISSIONS IN THE DESIGN OR IF POOR PERFORMANCE OF EROSION14.

STRUCTURES, AND/OR BACKFILL PLACEMENT.

THROUGH THE USE OF PUMPS AND SEDIMENT FILTER BAGS PRIOR TO PIPE, CONCRETE

WATER, WHICH ACCUMULATES IN THE OPEN TRENCH OR EXCAVATIONS, WILL BE REMOVED13.

OF TIME, TEMPORARY MEASURES FOR THE CONTROL OF EROSION MUST BE UTILIZED.

SHOULD CONSTRUCTION OPERATIONS BE SUSPENDED FOR ANY APPRECIABLE LENGTH12.

WILL BE SPREAD TO A UNIFORM DEPTH AND IMMEDIATELY STABILIZED.

SITE ONLY. UPON PLACING THE SEDIMENT AT AN APPROVED LOCATION, THE MATERIAL

ALL SEDIMENT REMOVED FROM A DEVICE WILL BE DISPOSED OF AT AN APPROVED11.

270.1 ET SEQ., AND 287.1 ET SEQ.

SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA CODE 260.1 ET SEQ.,

BUILDING MATERIALS AND WASTES IN ACCORDANCE WITH THE DEPARTMENTS

THE CONTRACTOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE OF ALL10.

POLLUTION CONTROL PLAN.

OF WETLANDS. THE SITE MUST HAVE A SEPARATE EROSION AND SEDIMENTATION

EXCESS FILL SHALL BE REMOVED ENTIRELY OFF THE SITE TO A WASTE SITE DEVOID9.

TOLERABLE LIMITS AT THE SITE.

SPRINKLE OR APPLY DUST SUPPRESOR OR OTHERWISE KEEP DUST WITHIN8.

EROSION CONTROLS ON SITE.

ITEMS ON SITE. THE PROPERTY OWNER WILL BE RESPONSIBLE FOR ALL PERMANENT

MAINTENANCE OF ALL EROSION AND SEDIMENTATION CONTROLS AND RELATED

FOR THE PROPER INSPECTION AND UPKEEP, CONSTRUCTION, STABILIZATION, AND

DURING THE LIFE OF THE CONTRACT, THE CONTRACTOR SHALL BE RESPONSIBLE7.

THAT ORIGINATING WITHIN.

SEPARATE ALL WATER ORIGINATING OUTSIDE OF THE PROJECT FROM6.

MUST BE 2:1 OR FLATTER.

STOCKPILE HEIGHT MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES5.

DIRECT FLOWING WATER AWAY FROM PROJECT CONSTRUCTION AREAS.4.

WITHIN THE TRIBUTARY AREAS OF THOSE BMPS.

CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE

EROSION AND SEDIMENT BEST MANAGEMENT PRACTICES (BMPS) MUST BE3.

OR POLLUTANTS INTO ANY WATERS OF THE COMMONWEALTH.

TURBIDITY IN STREAMS. DO NOT DISCHARGE WATER CONTAINING SEDIMENTS

SEDIMENT POLLUTION CONTROL PLAN AND IN SUCH A MANNER TO MINIMIZE

CONDUCT ALL OPERATIONS AS SPECIFIED IN THE EROSION AND2.

PERFORM ALL WORK IN ACCORDANCE WITH CHAPTER 102, EROSION CONTROL REGULATIONS.1.

THE INSPECTOR-IN-CHARGE:

INSTRUCTIONS OF THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND

GUIDELINES AS THEY ARE APPLICABLE AND IN ACCORDANCE WITH THE

THAT THE CONTRACTOR FOR THIS PROJECT CONFORM WITH THE FOLLOWING

COMMONWEALTH OF PENNSYLVANIA TO CONTROL EROSION, IT WILL BE REQUIRED

IN ACCORDANCE WITH THE CURRENT POLICIES AND PRACTICES IN THE

SPACED 5' ON CENTERS

2" X 2" X 36" WOOD STAKES

FILTER SOCK

24" COMPOST

MIN 10-MIL THICKNESS

PLASTIC SHEETING

WATER INTO FILTER RING

DIRECT CONCRETE WASHOUT

SIDE OF FILTER RING

4' MIN OVERLAP ON UPSLOPE

24" COMPOST FILTER SOCK

SPACED 5' ON CENTERS

2" X 2" X 36" WOOD STAKES

NOT TO SCALE

SANDBAG

RESTRAINT

EXPANSION

RUBBER BLOCK

2" X 2" X 3/4"

1/4" NYLON ROPE

CURB

BERM

REMOVAL FROM INLET

1" REBAR FOR BAG

GEOTEXTILE MATERIAL

BERM

570-622-4055

Pottsville, PA 17901

400 One Norwegian Plaza

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

Copyright 2026, of Benesch. All rights reserved. This plan and design content is the property of Benesch. Use, reuse, reproduction or Port Carbon Borough, Schuylkill County, Pennsylvania

0326-609043.249/2/2026

Y

P e n n s y lv a n ia

\0 X

X -6

S

\0 -6

.2

S c h C o P

C \E n g D o c s \R o a d w a y \P la n s \E

S

.d g n

-S

E P

-2

SCHUYLKILL COUNTY CDBG PROGRAM

ADA IMPROVEMENTS

COAL STREET AND NORTH STREET

OF 7CSR CSR JST

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER