N

31102.21 Y:\Pennsylvania\03XX-60S\0325-609049.21_StClair_YBballCourt\Eng_Docs\Base\01_Cover.dgn (Default)bbaldwin 02\17\2026 12:33:28

PREPARED BY:

PROJECT MANAGER DATE

LOCATION MAP

LOCATION

PROJECT

PROJECT

DRAWING NO.

OF

Drawing Index

Drawing No. Title

1 COVER SHEET

1 4

3 PROPOSED PLAN

20260480211

CALL BEFORE YOU DIG!

POCS SERIAL NUMBERPA

SYSTEM, INC.

DAYS IN DESIGN STAGE - STOP CALL

CONSTRUCTION PHASE AND 10 WORKING

3 WORKING DAYS NOTICE FOR

PENNSYLVANIA LAW REQUIRES

811 or 1-800-242-1776 for the

1"=1000'

SCALE

Schuylkill County, Pennsylvania

Borough of St. Clair

Borough of St. Clair design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

the property of Alfred Benesch & Company. Use, reuse, reproduction or modification of this plan or

Copyright 2026 of Alfred Benesch & Company. All rights reserved. This plan and design content is

COURT PROJECT

YOUTH BASKETBALL

0325-609049.21

CFA Contract No. C000092964

February 2026

- Solicitor

- Treasurer

- Manager/Secretary

- Mayor

- Council Member

- Council Member

- Council Member

- Council Member

- Council Member

- Council Vice-President

- Council President

Edward M. Brennan, Esq.

Carol A. Sutzko

Ronald Price Jr.

Richard Tomko

Micheal Petrozino

Anthony Klazas

Judith Stednitz Julian

Norm Diehl

Joann Brennan

Cheryl Dempsey

T. Dempsey

Recreation Program.

Financing Authority as part of their Greenways, Trails, and Commonwealth of Pennsylvania through the Commonwealth This Project has received funding assistance from the

Brian W. Baldwin, PE 02/17/2026

EXISTING PLAN

DETAIL SHEET4

570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company

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

PE060268

BRIAN W. BALDWIN

31102.21 Y:\Pennsylvania\03XX-60S\0325-609049.21_StClair_YBballCourt\Eng_Docs\Base\02_ExPlan.dgn (Default)bbaldwin 02\17\2026 12:35:04

Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: Sheet No.:02/17/2026

Pennsylvania

St. Clair, Schuylkill County

BWB reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2026 of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of Alfred Benesch & Company. Use, OF 4

Third Street Recreation Complex570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company

0325-609049.02

20260480211

CALL BEFORE YOU DIG!

POCS SERIAL NUMBERPA

SYSTEM, INC.

DAYS IN DESIGN STAGE - STOP CALL

CONSTRUCTION PHASE AND 10 WORKING

3 WORKING DAYS NOTICE FOR

PENNSYLVANIA LAW REQUIRES

811 or 1-800-242-1776

YOUTH BASKETBALL COURT

CH BWB

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE060268

BRIAN W. BALDWIN

H O

N E

Y

L

O C

U S

T

H O

N E

Y

L

O C

U S

T

H O

N E

Y

L

O C

U S

T

H O

N E

Y

L

O C

U S

T

H O

N E

Y

L

O C

U S

T

H O

N E

Y

L

O C

U S

T

H O

N E

Y

L

O C

U S

T

H O

N E

Y

L

O C

U S

T

Elec. Cover

Pole

Utility

M H

M H

M

IN

L E

T

M

IN

L E

T =2 X

T O P =7

.4

Inlet

M H

FOUND

I PIN

S 29°25'43" E - 226.17'

N

°3

'1 E

.0

S 29°25'43" E - 80.00'

N

°3

'1 E

.9

N 30°2 4'08"W

- 99.7 9'

FOUND

I PIN

FOUND

P/K

FOUND

I PIN

FOUND

I PIPE

FOUND

I PIN

N

°3

'1 E

.0

N

°5

'2

E

.2

S 36°4 2'17" E

- 30.23

N 32°48'39" W

- 496.92'

D B

P

G

T M

P

-0

-0

.0

D A

V

ID

A

J

A

E

. P

L A

C H

K O h w

D B

P

G

T M

P

-0

-0

.0

M

IC

H A

L

C

L L E

M

C H

N O

C h w

D B

P

G

T M

P

-0

-0

.0

M

IC

H A

L

L L E

C H

N O

C h w

D B

P

G

T M

P

-0

-0

.0

W

IL

L

IA

J

U D

IT

. G

U Y E

S K I

0.165 ACS

AREA= 7,200.00 SQ FT OR

DB 1416 PG 128

TMP 62-02-0219.000

TMP 62-02-0218.000 &

BOROUGH OF ST. CLAIR

S

°3

'17

" W

- 9

.0

S

°3

'17

" W

- 9

.0

N

°3

'1 E

.1

0.136 ACS

AREA= 5,929.25 SQ FT OR

DB 1416 PG 128

TMP 62-02-0213.001

BOROUGH OF ST. CLAIR

S

°3

'17

" W

- 5

.0

S 37°2 3'14" E

- 470 .64'

0.947 ACS

AREA= 41,243.05 SQ FT OR

DB 868 PG 14

TMP 62-02-0147.009

BOROUGH OF ST. CLAIR

DB 1602 PG 75

TMP 62-02-0214.000

KEVIN M. SBORZ & SHARON L. VERCHICK

DB 1208 PG 876

TMP 62-02-0213.000

JOSEPH J. MELOCHICK

MARY MELOCHICK &

STEVE A. MELOCHICK,

DB 1046 PG 217

TMP 62-02-0147.008

SEAN M. METTAN

(NO DEED FOUND)

TMP 62-02-0147.000

READING ANTHRACITE COMPANY

0.561 ACS

AREA= 24,439.28 SQ FT OR

DB 1628 PG 68

TMP 62-02-0224.000

BOROUGH OF ST. CLAIR

N 37°2 3'14" W

- 228 .37'

S

°3

'1

W

1.

N

°3

'1 E

1.

.9

1'

N

°3

'1 E

20.00'

S 29°25'43" E

A R

E A

.0

S

Q

T

R

.0

A C S

D B

P

G

T M

P

-0

-0

.0

B O

R O

U G

S T . C

L A

IR

PENNDOT RIGHT-OF-WAY

0.691 ACS

AREA= 30,095.60 SQ FT OR

(NO DEED FOUND)

TMP 62-02-0222.000

BOROUGH OF ST. CLAIR

S

°4

'5

W

.7

LEGEND

EXISTING SEWER

EXISTING WATER

EXISTING TEXT

PROPERTY BOUNDARY

EXISTING FENCE

EDGE OF ROAD

EXISTING CONTOUR LINE

LEGAL RIGHT-OF-WAY LINE

EXISTING TREE

NOTES

100 YEAR FLOODPLAIN

ZONING BOUNDARY

ADA CIRCULATION

A-1

R-2

THIRD STREET

UNNAMED ALLEY

ROUTE 61 (SR 0061)

BITUMINOUS PAVING

PARKING LOT

PLAYGROUND

5-12 YR OLD

BOONE PARK

GARAGE

PLAYGROUND

2-5 YR OLD

COURTS

BASKETBALL

PARKING

EXISTING ADA

GARAGE

STALL

PARKING

EXISTING ADA

STALL

PARKING

EXISTING ADA

Sign

SCALE IN FEET

AREA

PARKING

GRAVEL

BUILDING

BOROUGH

EXISTING PLAN

A

R R

O L L S

T R

E E

T

OWNER: BOROUGH OF ST. CLAIR

TOTAL PROPERTY - 0.95 AC

PROJECT LIMITS - 0.1 AC

ACREAGE OF SITE:

R-2 HIGH DENSITY RESIDENTIAL

A-1 CONSERVATION/LOW DENSITY RESIDENTIAL

ZONING DISTRICTS:

WETLANDS: THERE ARE NO WATER AREAS OR WETLANDS WITHIN THE PROJECT LIMITS.

FLOODPLAIN: NO PROPOSED WORK IS WITHIN THE 100-YEAR FLOODPLAIN.

SOILS: UU- URBAN LAND-UDULTS COMPLEX THROUGHOUT THE PROJECT SITE

31102.21 Y:\Pennsylvania\03XX-60S\0325-609049.21_StClair_YBballCourt\Eng_Docs\Base\03_PrPlan.dgn (2026 YBB)bbaldwin 02\17\2026 12:35:46

Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: Sheet No.:02/17/2026

Pennsylvania

St. Clair, Schuylkill County

BWB reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2026 of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of Alfred Benesch & Company. Use, OF 4

Third Street Recreation Complex570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company

0325-609049.02

20260480211

CALL BEFORE YOU DIG!

POCS SERIAL NUMBERPA

SYSTEM, INC.

DAYS IN DESIGN STAGE - STOP CALL

CONSTRUCTION PHASE AND 10 WORKING

3 WORKING DAYS NOTICE FOR

PENNSYLVANIA LAW REQUIRES

811 or 1-800-242-1776

YOUTH BASKETBALL COURT

CH BWB

P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER

PE060268

BRIAN W. BALDWIN

M H

M H

IN

L E

T

IN

L E

T =2 X

T O P =7

.4

PROPOSED WORK\NOTES

LIMIT OF DISTURBANCE

LEGEND

EXISTING SEWER

EXISTING WATER

EXISTING TEXT

PROPERTY BOUNDARY

EXISTING FENCE

EDGE OF ROAD

EXISTING CONTOUR LINE

LEGAL RIGHT-OF-WAY LINE

EXISTING TREE

ROUTE 61 (SR 0061)

N

GARAGE

BITUMINOUS PAVING

GRAVEL

PLAYGROUND

2-5 YR OLD

STALL

PARKING

EXISTING ADA

SCALE IN FEET

PROPOSED PLAN

PROPOSED WORK DESCRIPTION

EXISTING ADA CIRCULATION

FUNDING ACKNOWLEDGEMENT SIGN

SAFETY SURFACE

SPLIT-RAIL VINYL FENCE (MATCH EXISTING)

BASKETBALL COURT LINE PAINTING

BASKETBALL SYSTEM (POST, BACKBOARD, RIM, NET)

ASPHALT PAVING

Sign

PROPOSED ASPHALT PAVING

PROPOSED SAFETY SURFACE

DETAIL SHEET

GENERAL NOTES EROSION CONTROL POLICIES

SCHEDULE OF CONSTRUCTION ACTIVITIES

REMOVAL PROCESS.

OF 70% STABILIZATION. STABILIZE ALL AREAS DISTURBED DURING

1.

2.

3.

4.

5.

6.

7.

8.

I. GENERAL

1.

2.

3.

4.

5.

PRIOR TO EXCAVATION, PLACE TEMPORARY EROSION CONTROL

FEATURES TO CONTROL SEDIMENT DURING EXCAVATING OPERATIONS.

STABILIZE ALL DISTURBED AREAS.

REMOVE ALL TEMPORARY EROSION CONTROLS AFTER A MINIMUM

CONSTRUCTION ENTRANCE AS NECESSARY.

CONSERVATION DISTRICT AND THE ENGINEER:

INSTRUCTIONS OF THE DEPARTMENT OF ENVIRONMENTAL PROTECTION, COUNTY

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

TYP SILT FENCE DETAIL

FILTER FABRIC FENCE MUST BE INSTALLED AT LEVEL GRADE.

• THE ABOVE GROUND HEIGHT OF THE FENCE.

ANY FENCE SECTION WHICH HAS BEEN UNDERMINED OR TOPPED

8 FEET UP SLOPE AT 45° TO THE MAIN BARRIER ALIGNMENT.

BOTH ENDS OF THE BARRIER MUST BE EXTENDED AT LEAST

SEDIMENT MUST BE REMOVED WHEN ACCUMULATIONS REACH

FILTER OUTLET (SEE DETAIL THIS SHEET).

ONE SECTION MUST BE IMMEDIATELY REPLACED WITH A ROCK

NOTE:

NTS

STAKES

JOINING FENCE SECTIONS

STAPLES

BACKFILL

COMPACTED

GROUND

EXISTING

6" MIN

M

IN

SUPPORT STAKES

TOE ANCHOR

TRENCH

FABRIC FENCE

CLEAR & GRADE AREA AS NEEDED.

1.

3.

2.

4.

TRAFFIC SHALL NOT BE PERMITTED TO CROSS FILTER SOCKS.

COMPOST FILTER SOCK MAINTENANCE NOTES:

PERIMETER CONTROL

WATER FLOW

UNDISTURBED AREA

BE REPLACED ACCORDING TO MANUFACUTURER'S RECOMMENDATIONS.

PHOTODEGRADABLE SOCKS AFTER 1 YEAR. POLYPROPYLENE SOCKS SHALL

BIODEGRADABLE FILTER SOCK SHALL BE REPLACED AFTER 6 MONTHS;

ELSEWHERE IN THE PLAN.

GROUND HEIGHT OF THE SOCK AND DISPOSED IN THE MANNER DESCRIBED

SEDIMENT MUST BE REMOVED WHERE ACCUMULATIONS REACH • THE ABOVE

DEGREES TO THE MAIN SOCK ALIGNMENT.

ENDS OF THE SOCK MUST BE EXTENDED AT LEAST 8 FEET UPSLOPE AT 45

COMPOST FILTER SOCK MUST BE PLACED AT LEVEL EXISTING GRADE. BOTH

FILTERSOCK

COMPOST

PROTECTED

AREA TO BE

LINEAL SPACING

STAKE ON 10'

AREA

WORK

NTS

COMPOST FILTER SOCK

STAKE

2"x2" WOODEN

24"

18"

12"

COMPOST FILTER SOCK

EQUIVALENT

(12" - 24" TYP.)

FILTER SOCK

COMPOST

COMPOST

LOOSE

FLOW

SSF

30" HT

18" HT

SILT FENCE

DISTURBING OR PROHIBITING ANY NEW CONSTRUCTION.

EXCAVATE AS REQUIRED. MAINTAIN ACCESS WITHOUT

THAT ORIGINATING WITHIN.

SEPARATE ALL WATER ORIGINATING OUTSIDE OF THE PROJECT FROM

AS DIRECTED.

861. DISPOSE OF SILT FENCING AND SEDIMENT REMOVED FROM THE PROJECT,

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION PUBLICATION 408, SECTION

SEDIMENTATION STRUCTURES DURING CONSTRUCTION AS SPECIFIED IN

PERMANENT SILT HOLDING BASINS WHERE FEASIBLE. CLEAN THE

TRAP SEDIMENT RESULTING FROM CONSTRUCTION IN TEMPORARY OR

MUST BE 2:1 OR FLATTER.

SLOPES. STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES

INTERIM STABILIZATION MEASURES TO MINIMIZE EROSION OF THE STOCKPILE

FOR ANY EXCAVATION MATERIAL STOCKPILED MORE THAN 20 DAYS, TAKE

DEVICES AS SOON AS THE REQUIRED EARTHWORK HAS BEEN PERFORMED.

BE INSTALLED PRIOR TO DISTURBING THE EARTH, AND THE STABILIZATION

PLACING THE EROSION AND SEDIMENTATION CONTROL DEVICES THAT CAN

CONTROL THE ENTIRE GRADING AREA AT ALL TIMES DURING CONSTRUCTION BY

WITH PERMANENT SEEDING SPECIFICATIONS.

WILL NOT BE REDISTURBED WITHIN ONE YEAR MUST BE STABILIZED IN ACCORDANCE

SEEDING SPECIFICATIONS. DISTURBED AREAS WHICH ARE EITHER AT FINISHED GRADE OR

REDISTURBED WITHIN ONE YEAR MAY BE STABILIZED IN ACCORDANCE WITH TEMPORARY

RATES. DISTURBED AREAS WHICH ARE NOT AT FINSHED GRADE AND WHICH WILL BE

DURING NON-GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE RECOMMENDED

REMAIN EXPOSED FOR MORE THAN 20 DAYS MUST BE STABILIZED IMMEDIATELY.

ANY DISTURBED AREA ON WHICH ACTIVITY HAS CEASED AND WHICH WILL

DIRECT FLOWING WATER AWAY FROM PROJECT CONSTRUCTION AREAS.

DURING REMOVAL OF THE CONTROLS MUST BE STABILIZED IMMEDIATELY.

AND SEDIMENTATION CONTROLS MUST BE REMOVED. AREAS DISTURBED

AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION

THOSE CONTROLS.

AND FUNCTIONAL BEFORE SITE DISTURBANCE WITHIN THE TRIBUTARY AREAS OF

EROSION AND SEDIMENTATION CONTROLS MUST BE CONSTRUCTED, STABILIZED,

TEMPORARY CONTROLS INCLUDE SILT FENCE, COMPOST FILTER SOCK, AND ROCK

REPRESENTATIVES.

AND NOT ON THE PROJECT OWNER OR alfred benesch & company, OR THEIR

MISUNDERSTANDING OF THE LOCATION OF THE UNDERGROUND UTILITIES IS ON THE CONTRACTOR, THE RISK OF FINANCIAL LOSS RESULTING FROM MISIDENTIFICATION, MISLOCATION OR

BE FIELD VERIFIED BY THE CONTRACTOR AT THE PROJECT SITE.

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

UNNECESSARY CONFLICTS THEREWITH.

UNDERGROUND UTILITIES PRIOR TO EXCAVATION OR DEMOLITION AND (3) TO AVOID ALL

CONTACT ALL UTILITY OWNERS INDEPENDENTLY, (2) TO DETERMINE THE EXACT LOCATION OF ALL

RESPONSIBLE AT ITS SOLE COST AND EXPENSE AND WITHOUT RELIANCE ON THESE PLANS: (1) TO

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

LOCATION OR ANY OTHER FEATURE OF UNDERGROUND UTILITIES IS FOR GENERAL INFORMATION AND

NOTE: INFORMATION ON THESE PLANS CONCERNING THE CONDITIONS, DIMENSIONS, DEPTH, SIZE, AVAILABLE SURFACE INFORMATION IS INDICATED ON THE DRAWINGS.

OR STRUCTURES ARE SHOWN ON THE PLANS. NO FIELD EXCAVATION HAS BEEN PERFORMED.

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

ASSURE EITHER THE ACCURACY OF THE LOCATION OF THE PRESENT UNDERGROUND UTILITY

LISTED ABOVE. alfred benesch & company DOES NOT GUARANTEE, REPRESENT, WARRANT OR

INFORMATION THAT HAS BEEN PROVIDED TO alfred benesch & company FROM THE UTILITIES

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

dkuperavage@scmawater.com

ATTN: DAVID KUPERAVAGE

POTTSVILLE, PA 17901-0960

PO BOX 960

221 SOUTH CENTRE STREET

AUTHORITY

SCHUYLKILL COUNTY MUNICIPAL

scsa@ptd.net

ATTN: PAM MIHALSKY

ST CLAIR, PA 17970

16 S THIRD ST

SAINT CLAIR SEWER AUTHORITY

OFFICE PERSONNEL

ST CLAIR, PA 17970

16 SOUTH THIRD STREET

SAINT CLAIR BOROUGH

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

UNIFORM COLOR CODES. KNOW THEM!

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

SERIAL NO.: 20260480211

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

APPLY ANYWHERE IN THE COMMONWEALTH OF PENNSYLVANIA.

THAN 90 WORKING DAYS NOTICE WHEN ENGAGED IN THE DESIGN PHASE. THESE REQUIREMENTS

1974 AS AMENDED, REQUIRES DESIGNERS TO GIVE NO LESS THAN 10 WORKING DAYS NOR MORE

DRIVE-IN, GRADE, PLOW-IN, PULL-IN, RIP, SCRAPE, TRENCH, TUNNEL OR DEMOLISH. ACT NO. 287 OF

EARTH (WITH OR WITHOUT EXPLOSIVES), ANCHOR, AUGER, BACKFILL, BLAST, BORE, DIG, DITCH, DRILL, WORKING DAYS NOTICE FROM EXCAVATORS/DEMOLITION CONTRACTORS WHO ARE ABOUT TO MOVE

LINE PROTECTION LAW, REQUIRES NO LESS THAN 3 WORKING DAYS NOTICE NOR MORE THAN 10

PENNSYLVANIA ACT NO. 287 OF 1974 AS AMENDED BY ACT 121 OF 2008, THE UNDERGROUND UTILITY

1-800-242-1776

PENNSYLVANIA ONE CALL SYSTEM, INC.

STOP-CALL BEFORE YOU DIG!

VERTICAL DATUM IS BASED ON NAVD 1988.

HORIZONTAL DATUM IS BASED ON STATE PLANE COORDINATE SYSTEM SOUTH ZONE NAD 1983.

SEED AND STABILIZE ALL DISTURBED AREAS OUTSIDE OF PLAYGROUND MULCH AREAS (TYP).

IN ACCORDANCE WITH CONSUMER PRODUCT SAFETY COMMISSION STANDARDS.

ALL EQUIPMENT TO BE PLACED IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES AND SPACED

PRIOR TO INSTALLATION.

LAYOUT ALL IMPROVEMENTS PRIOR TO INSTALLATION. THIS MUST BE VERIFIED BY THE ENGINEER

ACCORDANCE WITH THE BEST AVAILABLE INFORMATION.

COORDINATE ALL WORK WITH UTILITY COMPANIES INVOLVED. EXISTING UTILITIES ARE SHOWN IN

TRANSPORTATION SPECIFICATIONS IN THEIR LATEST REVISION.

PENNDOT SPECIFICATIONS SHALL MEAN COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF

BY THE OWNER OR ENGINEER.

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

THESE CONTROLS ARE INCIDENTAL TO THE OTHER ITEMS OF WORK.

ON SITE SHALL BE PROVIDED, INSTALLED AND MAINTAINED DURING ALL PHASES OF CONSTRUCTION.

ANY NECESSARY SOIL EROSION AND SEDIMENTATION CONTROLS TO MAINTAIN EARTH DISTURBANCE

THE CONTRACTOR.

ALL DIMENSIONS AND EXISTING CONDITIONS SHALL BE CHECKED AND VERIFIED IN THE FIELD BY debra.d.delia@verizon.com

ATTN: DEBORAH BARUM

PITTSBURGH, PA 15221

1026 HAY STREET

VERIZON PENNSYLVANIA LLC

mikeburda@blythewater.com

ATTN: JUSTIN DEANGELO

NEW PHILADELPHIA, PA 17959

375 VALLEY STREET

THE TOWNSHIP OF BLYTHE

MUNICIPAL AUTHORITY OF

robert.trently@secv.com

ATTN: ROBERT F TRENTLY

HAZLE TWP, PA 18202

380 MAPLEWOOD DRIVE

SERVICE ELECTRIC CABLEVISION

BY 8" LONG

MARKS 2" WIDE

LANE SPACE

1'

BY 8" LONG

MARKS 12" WIDE

NEUTRAL ZONE

0.5%

0.5%0.5%

0.5%

.5

.5

.5

.5

10.0

50.0

0.109730

0.109095100

0.10859660

ANNUAL RYEGRASS

FORMULA E:

1000 SQ. YD. (LBS.)

SEEDING RATE PER

WEED SEED

MAX. %

GERMINATIONPURITY

MINIMUM %

WEIGHT

% BY

FORMULA AND SPECIES

FORMULA B:

PERENIAL RYEGRASS

FESCUE, CREEPING OR CHEWING

KENTUCKY BLUEGRASS MIXTURE

20 97 90 0.10

30 97 85 0.10

45 97 80 0.15

44.0

NOTES:

5 95 90 0.10ANNUAL RYEGRASS

FOR SLOPES 3:1 AND STEEPER, USE FORMULA D CONSERVATION MIX

FOR SLOPES LESS THAN 3:1, USE FORMULA B MIX

0.10

10 95 90 0.10

FORMULA D CONSERVATION MIX:

TALL FESCUE

FESCUE, RED OR CREEPING

ANNUAL RYEGRASS

SUBGRADE

PROOF ROLL

NTS

PAVING DETAIL

6" DEPTH

SUBBASE (NO. 2A),

25.0 MM MIX, 3" DEPTH, SRL-L

64S-22, < 0.3 MILLION ESALS,

DESIGN, BASE COURSE, PG

SUPERPAVE ASPHALT MIXTURE

1.5" DEPTH, SRL-L

< 0.3 MILLION ESALS, 9.5 MM MIX,

DESIGN, WEARING COURSE, PG 64S-22,

SUPERPAVE ASPHALT MIXTURE

34'

3'

4' 4'

3'

R =6

12'

0.5% 0.5%

PAVING

ASPHALT

LIMIT OF

2" WIDE

ALL LINES

COURT MARKINGS AND LAYOUT DETAIL

NTS

COURT SURFACE

BASKETBALL GOAL POST

FOUNDATION DETAIL

2' DIA.*

SPECIFICATIONS

MANUFACTURERS

OR MEET

M

IN

CONCRETE

MIN. 3000 PSI

NTS

31102.21 Y:\Pennsylvania\03XX-60S\0325-609049.21_StClair_YBballCourt\Eng_Docs\Base\04_Det01.dgn (Default)bbaldwin 02\17\2026 12:36:33

Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.: Sheet No.:02/17/2026

Pennsylvania

St. Clair, Schuylkill County

BWB reuse, reproduction or modification of this plan or design information, or any part thereof, is strictly prohibited, except by written permission of this firm.

Copyright 2026 of Alfred Benesch & Company. All rights reserved. This plan and design content is the property of Alfred Benesch & Company. Use, OF 4

Third Street Recreation Complex570-622-4055

Pottsville, Pennsylvania 17901

400 One Norwegian Plaza

Alfred Benesch & Company

0325-609049.02

20260480211

CALL BEFORE YOU DIG!

POCS SERIAL NUMBERPA

SYSTEM, INC.

DAYS IN DESIGN STAGE - STOP CALL

CONSTRUCTION PHASE AND 10 WORKING

3 WORKING DAYS NOTICE FOR

PENNSYLVANIA LAW REQUIRES

811 or 1-800-242-1776

YOUTH BASKETBALL COURT

CH BWB

P E

N

N S Y L V

A

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C O

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REGISTERED

PROFESSIONAL

ENGINEER

PE060268

BRIAN W. BALDWIN