3-McAdoo HancockPhaseIII CDBG Plans.pdf

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REGISTERED

PROFESSIONAL

ENGINEER

No. PE094320

CRAIG A. PEZAK

32083.03 Y:\Pennsylvania\32000S\32083.03_McAdoo_Hancock_Pha_3\Eng_Docs\Drainage\01_Cover.dgn (Default)cpezak 03\25\2026 08:11:08

1 5

32083.03GENERAL NOTES2

SCHUYLKILL COUNTY CDBG PROGRAM

Schuylkill County Commissioners N

- Real Estate / Engineering Director

- Controller

- Commissioner

- Commissioner

- Chairman

3 PLAN SHEET

Schuylkill County, Pennsylvania

PROJECT LOCATION

- Secretary/Treasurer

- Mayor

- Member

- Member

- Member

- Member

- Member

- Vice President

- Council President

SCALE: NONE

Drawing Index

Drawing No. Title

1 COVER SHEET

PROJECT

DRAWING NO.

OF

Lisa Mahall, PE

Sharyn Yackenchick

Gary J. Hess

Barron L. Hetherington

Larry J. Padora, Jr.

HANCOCK STREET DRAINAGE - PHASE III

LOCATION MAP

ESPC DETAIL SHEET

Borough of McAdoo

P E

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REGISTERED

PROFESSIONAL

ENGINEER

No. 053112-E

MICHAEL ANTHONY CERA

PREPARED BY:

PROJECT MANAGER DATE

570-914-9031

Wilkes-Barre, PA 18705

Suite 402

670 S. River Street

BOROUGH OF MCADOO

MARCH 2026

CONSTRUCTION DETAIL SHEET

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

Diane Minneci

Bernard Vilcheck

Jessica Herness

Alberta Bumbulsky

Joe Madochick

Barry Lutz

John Shigo

Mary Labert

William Slovik

03/25/2026

GENERAL NOTES

x

WATER VALVEWV

EXISTING DITCH OR SWALE

EXISTING WATER LINE

EXISTING SANITARY SEWER LINE

EXISTING FENCE

EXISTING STORM SEWER LINE

CORRUGATED METAL PIPE

DUCTILE IRON PIPE

CAST IRON PIPE

POLYVINYL CHLORIDE PIPE

TYP TYPICAL

CONCRETE

EXISTING TELEPHONE LINE

FH FIRE HYDRANT

EXISTING PETROLEUM PIPELINE

EXISTING TREE

EXISTING TREE/BRUSH LINE

EXISTING GROUND ELEVATION

EXISTING GUY WIRE

EXISTING MAILBOX

EXISTING SIGN

EXISTING SIGN AND POSTS

EXISTING POST/LAMP POST/BOLLARD

CLEANOUTCO

MH MANHOLE

EXISTING MANHOLE

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING WELL

EXISTING WATER METER

CONC

PVC

CIP

DIP

CMP

EXISTING INLET

OC OPEN CUT

4" W

E

CTV

T

P

540.3

CO

WV

WM

S

WELL

LEGEND

LEGAL RIGHT-OF-WAY

ABBREVIATIONS

WS

EXISTING UTILITY POLE

EXISTING LIGHT STANDARD

BM BENCH MARK

CP CONTROL POINT

EXISTING WATER SERVICE LINE

FH

BIT BITUMINOUS

DWY DRIVEWAY

SLCPP

LT LIGHT

PROPOSED STORM SEWER

VCP VITRIFIED CLAY PIPE

PLASTIC PIPE

SMOOTH LINED CORRUGATED

CS

TRAFFIC CONTROL

INLET, TYPE AS NOTED

CONSTRUCTION LIMITS

GENERAL NOTES GENERAL NOTES (CONT.)

1-800-242-1776

PENNSYLVANIA ONE CALL SYSTEM, INC.

STOP-CALL BEFORE YOU DIG!

AT WWW.PAONECALL.ORG

COORDINATE YOUR PROJECTS VIA COORDINATE PA

PENNSYLVANIA ONE CALL SYSTEM SERIAL NUMBER

20260790640

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

EXIST THROUGHOUT THE PROJECT AREA.

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

THEIR REPRESENTATIVES.

LOCATION OF THE UNDERGROUND UTILITIES IS ON THE CONTRACTOR AND NOT ON THE PROJECT OWNER, BENESCH, OR

THE RISK OF FINANCIAL LOSS RESULTING FROM MISIDENTIFICATION, MISLOCATION OR MISUNDERSTANDING OF THE

THE CONTRACTOR AT THE PROJECT SITE.

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

UNNECESSARY CONFLICTS THEREWITH.

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

WITHOUT RELIANCE ON THESE PLANS: (1) TO CONTACT ALL UTILITY OWNERS INDEPENDENTLY, (2) TO DETERMINE THE

GUARANTEED TO BE COMPLETE OR ACCURATE. CONTRACTOR IS RESPONSIBLE AT ITS SOLE COST AND EXPENSE AND

OTHER FEATURE OF UNDERGROUND UTILITIES IS FOR GENERAL INFORMATION AND GUIDANCE ONLY, AND IS NOT

NOTE: INFORMATION ON THESE PLANS CONCERNING THE CONDITIONS, DIMENSIONS, DEPTH, SIZE, LOCATION OR ANY

DRAWINGS.

THE PLANS. NO FIELD EXCAVATION HAS BEEN PERFORMED. AVAILABLE SURFACE INFORMATION IS INDICATED ON THE

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

WARRANT OR ASSURE EITHER THE ACCURACY OF THE LOCATION OF THE PRESENT UNDERGROUND UTILITY INSTALLATION

BEEN PROVIDED TO BENESCH FROM THE UTILITIES LISTED ABOVE. BENESCH DOES NOT GUARANTEE, REPRESENT, WARNING! EXISTING UTILITIES, AS SHOWN ON THESE DRAWINGS, ARE IN ACCORDANCE WITH INFORMATION THAT HAS tsteward@ugi.com

CONTACT: TIMOTHY STEWARD

BETHLEHEM, PA 18017

2121 CITY LINE ROAD

UGI UTILITIES INC

robert.trently@secv.com

CONTACT: ROBERT TRENTLY

HAZLE TOWNSHIP, PA 18202

PO BOX R

380 MAPLEWOOD DRIVE

SERVICE ELECTRIC CABLEVISION INC

mkoshmieder@outlook.com

CONTACT: MICHAEL KOSHMIEDER

McADOO, PA 18237

8 E. MARKET ST

KLINE TOWNSHIP MUNICPAL AUTHORITY

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

WITH UNIFORM COLOR CODES. KNOW THEM!

ACT NO. 287 OF 1974 AS AMENDED STANDARDIZES THE COLOR-MARKING OF UNDERGROUND UTILITIES IN ACCORDANCE

SERIAL NO.: 20242392512

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

PENNSYLVANIA.

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

187 REQUIRES DESIGNERS TO GIVE NO LESS THAN 10 WORKING DAYS NOR MORE THAN 90 WORKING DAYS NOTICE

BORE, DIG, DITCH, DRILL, DRIVE-IN, GRADE, PLOW-IN, PULL-IN, RIP, SCRAPE, TRENCH, TUNNEL OR DEMOLISH. ACT NO.

CONTRACTORS WHO ARE ABOUT TO MOVE EARTH (WITH OR WITHOUT EXPLOSIVES), ANCHOR, AUGER, BACKFILL, BLAST, LESS THAN 3 WORKING DAYS NOTICE NOR MORE THAN 10 WORKING DAYS NOTICE FROM EXCAVATORS/DEMOLITION

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

OVERHEAD UTILITIES AS NECESSARY.

CONTRACTOR IS RESPONSIBLE TO COORDINATE, PROTECT AND MAINTAIN ACCEPTABLE DISTANCE OR DE-ENERGIZE ALL EXISTING

THAT THE DAMAGE HAS OCCURRED.

THE CONTRACTOR SHALL REPAIR DAMAGED SEWER LATERALS AND/OR WATER SERVICE LINES WITHIN THE SAME WORKING DAY

ALL SHORING FOR TRENCHES WILL BE IN ACCORDANCE WITH OSHA STANDARDS.

"EROSION AND SEDIMENTATION CONTROL MANUAL".

PHASES OF CONSTRUCTION. SEE SEDIMENT AND EROSION CONTROL NOTES AND DETAILS. ALL CONTROLS SHALL CONFORM TO

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

RIGHT-OF-WAY FOR BOROUGH ROADWAYS AND ALLEYS ARE RECORDED FROM COUNTY TAX MAPS AND ARE APPROXIMATE.

BY THE ENGINEER PRIOR TO ANY WORK.

APPROXIMATE EXCEPT WHERE SPECIFICALLY SHOWN. CHANGES TO LIMIT OF WORK BY THE CONTRACTOR MUST BE APPROVED

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

ALL UTILITY EXCAVATIONS SHALL BE KEPT DRY AT ALL TIMES.

ELEVATIONS SHOWN ARE BASED ON NAVD88.

(COMBINED GRID FACTOR = 0.99989664).

HORIZONTAL COORDINATES AND ALL BEARINGS BASED ON PENNSYLVANIA STATE PLANE COORDINATE NAD831 (CORS 96)

SPECIFICATIONS.

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

OVERNIGHT.

CONTRACTOR SHALL BACKFILL TRENCH ON A DAILY BASIS. UNDER NO CIRCUMSTANCES SHALL A TRENCH REMAIN OPEN

RECOMMENDATIONS.

JOINT DEFLECTION AND PIPE DEFLECTION SHALL NOT EXCEED MAXIMUM ALLOWABLE AS PER MANUFACTURERS'

NON-WORKING HOURS.

SHALL USE PROPER EXCAVATION SUPPORT SYSTEMS, BACKFILL, COVER, OR FENCE TO PROTECT EXCAVATION AREAS DURING

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

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

PUBLICATION 408 IN ITS LATEST REVISION.

PENNDOT SPECIFICATIONS SHALL MEAN COMMONWEALTH OF PENNSYLVANIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS

PIPING DURING CONSTRUCTION TO PREVENT DAMAGE TO PIPES AND APPURTENANCES.

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

ENGINEER.

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

GUARANTEE THAT ALL SUBSURFACE STRUCTURES ARE SHOWN.

RESPONSIBILITY TO VERIFY AND ALLOW FOR THEIR LOCATIONS AND PROVIDE FOR THEIR PROTECTION. THE OWNER DOES NOT

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

THE CONTRACTOR SHALL COORDINATE ALL WORK WITH UTILITY COMPANIES INVOLVED.

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 ORIGINAL

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

SITE. THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND PAY THE REQUIRED FEE.

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

OWNER.

ANY DAMAGE DURING INSTALLATION MUST BE REPAIRED BY THE CONTRACTOR AT NO COST TO PROPERTY

PROPERTY OWNER SHALL BE SUBMITTED TO THE ENGINEER.

OWNER PRIOR TO WORKING/OCCUPYING AREA BEYOND THE RIGHT-OF-WAY. WRITTEN PERMISSION FROM THE

THE CONTRACTOR SHALL PROVIDE 14 DAYS NOTICE AND RECEIVE APPROVAL FROM THE ENGINEER OR THE

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

PUBLIC OR PRIVATE STRUCTURES AND/OR IMPROVEMENTS MAY LIMIT OR REDUCE THIS CORRIDOR.

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

EXISTING OVERHEAD TV CABLE LINE

EXISTING OVERHEAD ELECTRIC LINE

EXISTING WATER CURB STOP

EXISTING SEWER CLEANOUT

TWO LANES OF TRAFFIC MUST BE PROVIDED DURING NONWORKING HOURS.

8. MUTCD (CURRENT EDITION)

7. PENNDOT PUBLICATION 408

6. PENNDOT PUBLICATION 236M

5. PENNDOT PUBLICATION 213 (PATA FIGURES 101-A, 102, 107, 201-A & 202-A)

4. PENNDOT PUBLICATION 212

3. PENNDOT PUBLICATION 111M

2. PENNDOT PUBLICATION 72M

1. PENNDOT PUBLICATION 35

THE METHODS INDICATED ON THESE DRAWINGS AND THE FOLLOWING:

TRAFFIC DURING HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES CONSISTENT WITH

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

debbie_king@cableps.com

CONTACT: DEBBIE KING

MIDLOTHIANM VA 23112

P.O. BOX 4816

CABLE PROTECTION SERVICES INC.

dlhaupt@pplweb.com

CONTACT: DOUG HAUPT

PAXINOS, PA 17860

437 BLUE CHURCH RD

PPL ELECTRIC UTILITIES CORP.

dminneci@ptd.net

CONTACT: JOSEPH MADOCHICK

McADOO, PA 18237

23 N. HANCOCK ST

McADOO BOROUGH

PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG), AND THE ADA ACCESSIBILITY GUIDELINES (ADAAG).

CONSTRUCT ALL PROPOSED PEDESTRIAN FACILITIES ON THESE PLANS TO COMPLY WITH THE AMERICANS WITH DISABILITIES ACT, RC-75M FEBRUARY 10, 2026

RC-73M FEBRUARY 10, 2026

RC-72M FEBRUARY 10, 2026

RC-70M FEBRUARY 10, 2026

RC-67M FEBRUARY 10, 2026

RC-64M FEBRUARY 10, 2026

RC-46M FEBRUARY 10, 2026

RC-45M FEBRUARY 10, 2026

RC-30M FEBRUARY 10, 2026

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

MATERIAL CERTIFICATIONS MUST BE PROVIDED.

- LATEST PENNDOT ADOPTED EDITION

12. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD)

11. PENNSYLVANIA CODE TITLE 67, CHAPTERS 441 AND 459

10. PENNDOT PUBLICATION 236M

9. PENNDOT PUBLICATION 13M

8. PENNDOT PUBLICATION 111M

7. PENNDOT PUBLICATION 70M

6. PENNDOT PUBLICATION 213 (67 PA CODE, CHAPTER 212)

5. PENNDOT PUBLICATION 282

4. PENNDOT PUBLICATIONS 148 AND 149

3. PENNDOT PUBLICATION 72M

2. PENNDOT PUBLICATIONS 34, 35, 41, AND 42

1. PENNDOT PUBLICATION 408 SPECIFICATIONS

ALL WORK IS TO BE BUILT IN ACCORDANCE WITH:

HANCOCK STREET DRAINAGE - PHASE III

SCHUYLKILL COUNTY CDBG PROGRAM

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

32083.03 cpezak 03\25\2026 08:11:29 Y:\Pennsylvania\32000S\32083.03_McAdoo_Hancock_Pha_3\Eng_Docs\Drainage\02_GenNotes.dgn (Default)

ETC CAP 32083.03 OFMAC

BOROUGH OF MCADOO

Borough of McAdoo, Schuylkill County, Pennsylvania

570-914-9031

Wilkes-Barre, PA 18705

Suite 402

670 S. River Street

03/2026 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, P E

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REGISTERED

PROFESSIONAL

ENGINEER

No. PE094320

CRAIG A. PEZAK

WVCS

W

WVCS

WVCS

WVCS

WVCS

WVCS

WVCS

CONC WALK

CONC WALK

BIT WALK

STOP

CO

STEPS STEPS

DRIVE

BIT

CO

CO

CO CO CO CO

MH

BOS=1738.00'

TOP=1746.18'

STORM MH

BOS=1735.59'

TOP=1746.09'

SAN MH

C D

A B

WV

WV

WV

WM

BIT LOT BIT LOT

STOP/STREET

NO PARKING

HC PARKING

BOS=1743.51'

TOP=1753.01'

SAN MH

STOP

STOP

FH

BIT CURB

CONC CURB

BROKEN

S57465

PPL 48480

PPL 6761 S57491

PPL 48484

FENCE

CHAINLINK

PPL 48478-S57485 B

I

T

D R I

V E

W A

Y

B

I

V E

W A

Y

B

I

V E

W A

Y

B

I

V E

W A

Y

CONC WALK

CONC WALK

BIT OVERLAID

CONC CURB

BROKEN

41755

BIT LOT

1750175

#2

CP

#1

CP

CS

CSCSCS

CS

CSCSCO CO CS CS CS CSCS

WALK

CONC

48482-S57477

PPL

GRASS

FENCE

CHAINLINK

WALK

CONC

FENCE

CHAINLINK S

P P

L

M

N R

E

S

R E

E T

W

R E

E

A

A M

R E

E T

S HANCOCK STREET

STREET

WALK

CONC

STREET

STOP/

TOP=1753.39

STORM MH

18" SLCPP

INV=1740.39'

TOP=1745.79'

EXISTING INLET A

36" SLCPP

INV(E)=1740.35'

18" SLCPP

INV(S)=1740.30'

36" SLCPP

INV(W)=1740.30'

TOP=1745.80'

EXISTING INLET B

18" SLCPP

INV=1740.95'

TOP=1746.20'

EXISTING INLET C

36" SLCPP

INV(S)=1740.92'

36" SLCPP

INV(NW)=1740.72'

TOP=1746.22'

EXISTING INLET D

CO

15 16 17 18 19 20

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REGISTERED

PROFESSIONAL

ENGINEER

No. PE094320

CRAIG A. PEZAK

N

DRAINAGE DATA TABLE

CONTROL DATA BENCHMARK DATA

25+00.00

15+00.00

575634.55

574642.69

2453527.11

2453399.76 N 7°19'00" E

UU

LEGEND

(COMBINED GRID FACTOR = 0.99989664)

BASED ON PENNSYLVANIA STATE PLANE COORDINATE NAD831 (CORS 96)

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

FOUR (4) PLACE COORDINATES ARE USED FOR COMPUTATIONAL PURPOSES

STATION

COORDINATES

BEARINGPOINT

NORTH EAST

POE

POB

3 TO 8 PERCENT SLOPES

BUCHANAN EXTERMELY STONEY LOAM,

URBANLAND - UDULTS COMPLEX

SOIL TYPES:

SUMMARY OF PROJECT COORDINATES

PLAN

SCALE IN FEET

NOTES:

- PROPOSED STORM PIPE (SIZE & TYPE AS INDICATED)

- PROPOSED INLET

- LIMIT OF DISTURBANCE

BxB

BxB

PIPE TABLE

(TYP)

AND BICYCLE SAFE GRATE

TYPE C INLET WITH 4X4 BOX

- PROPOSED ROADWAY RESTORATION

BM 100

ELEV 1745.72'

E 2453488.3400

N 575171.7040

CP #2 - MAG NAIL

ELEV 1756.58'

E 2453377.7340

N 574618.2750

CP #1 - MAG NAIL

ELEV: 1748.46'

STA 19+70, OFFSET 19.53' RT

BOLT OF FIRE HYDRANT

AND HANCOCK STREET ON TOP OF

SE CORNER ADAMS STREET

BM 100:

50'

20' 50'

P1IN1 IN2 P2

- PROPOSED CONCRETE SIDEWALK & CURB RESTORATION

- PROPOSED MILL AND OVERLAY

LENGTH: 295'

SLOPE: 2.31%

SIZE: 30" SLCPP

P2:

LENGTH: 58'

SLOPE: 2.09%

SIZE: 30" SLCPP

P1 (ALTERNATE BID NO. 1):

L

C P

P

L

C P

P

UU

UU

BxB

WITH OWNER (KTMA) AND/OR THEIR ENGINEER.

10. CONTRACTOR IS TO COORDINATE ANY WORK ON OR NEAR THE WATER SERVICE LINE

THE DETAILS.

9. EROSION AND SEDIMENT POLLUTION CONTROL MEASURES ARE TO BE UTILIZED AS PER

MAINTAINED DURING ROADWAY RESTORATION.

8. GRADE OF THE EXISTING ADA PARKING SPACE WITHIN THE PROJECT LIMITS IS TO BE

APPROVED BY THE ENGINEER.

7. SIDEWALK IS TO BE REPLACED UP TO THE NEAREST JOINT WITH LOCATIONS TO BE

REVEAL AREAS. ALL EXISTING PROPERTY DRAINS ARE TO REMAIN.

6. THE CONTRACTOR IS TO NOT BLOCK EXISTING PROPERTY DRAINS WITHIN THE CURB

COORDINATION IS THE RESPONSIBILITY OF THE CONTRACTOR.

5. SEWER LATERALS ARE NOT ANTICIPATED TO BE IMPACTED. ANY IMPACT AND

SHOP DRAWING REVIEW PRIOR TO INLET FABRICATION.

C INLET. LOCATION TO BE REVIEWED AND APPROVED BY THE ENGINEER AS PART OF

4. LOCATE STORM SEWER PIPE AT FURTHEST EXTENT POSSIBLE FROM CURB WITHIN TYPE

ADDITIONAL COST TO THE BOROUGH.

WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR IN-KIND AT NO

ORDER TO NOT DAMAGE EXISTING CURB. ANY DAMAGE TO EXISTING CURB OR SIDEWALK

3. CONTRACTOR TO STABILIZE CURB IN AREAS OF PROPOSED ROADWAY RESTORATION IN

PROPERTY OWNER.

CONTRACTOR WILL BE REPLACED AT NO ADDITIONAL COST TO THE BOROUGH OR

NOT BE DISTURBED. ANY DISTURBED TREES WITHIN THE PROJECT LIMITS BY THE

TREES WITHIN THE PROJECT AREA AND IN THE SIDEWALK LIMITS ARE TO REMAIN AND

2. THE CONTRACTOR IS TO TRIM TREE BRANCHES FOR CONSTRUCTION ACTIVITIES. ALL

OF DATA: SCHUYLKILL COUNTY G.I.S. (2022)

1. PROPERTY LINES ARE APPROXIMATE AND FOR INFORMATIONAL PURPOSES ONLY. SOURCE

INV OUT (N) = 1747.98

INV IN (S) = 1748.18

TG = 1752.38

TYPE 4 BOX

TYPE C INLET

OFFSET: 18.46' RT (FRONT FACE OF CURB)

STA: 16+58.05

IN2:

INV OUT (N) = 1749.39

TG = 1753.60

TYPE 4 BOX

TYPE C INLET

OFFSET: 19.11' RT (FRONT FACE OF CURB)

STA: 15+96.11

IN1 (ALTERNATE BID NO. 1):

HANCOCK STREET DRAINAGE - PHASE III

SCHUYLKILL COUNTY CDBG PROGRAM

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

32083.03 cpezak 03\25\2026 08:11:31 Y:\Pennsylvania\32000S\32083.03_McAdoo_Hancock_Pha_3\Eng_Docs\Drainage\03_Plan.dgn (Default)

ETC CAP 32083.03 OFMAC

BOROUGH OF MCADOO

Borough of McAdoo, Schuylkill County, Pennsylvania

570-914-9031

Wilkes-Barre, PA 18705

Suite 402

670 S. River Street

03/2026 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, D W

E L

L I

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D W

E L

L I

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D W

E L

L I

N G

D W

E L

L I

N G

D W

E L

L I

N G

D W

E L

L I

N G

B I

T U

M I

N O

U

A D

W A

Y

(BITUMINOUS ROADWAY)

D W

E L

L I

N G

D W

E L

L I

N G

D W

E L

L I

N G

D W

E L

L I

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D W

E L

L I

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D W

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L I

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B I

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M I

N O

U

A D

W A

Y

CONSTRUCTION �

SOIL BOUNDARY LINE

NON-SHRINK GROUT.

PENETRATION TO BE SEALED WITH

NECESSARY FOR NEW PIPE PENETRATION.

KNOCK-OUT OR CORE DRILL AS

UTILIZE EXISTING INLET BOX

CONNECT INTO EXISTING INLET,

STORM SEWER PIPE (TYP)

30" THERMOPLASTIC (SLCPP)

(TYP)

(INCIDENTAL TO MOBILIZATION)

CONSTRUCTION AS NEEDED

TEMPORARY SUPPORT POLE DURING OF ROAD

FROM EDGE OF PARKING LANE TO EDGE

TO BE GRADUALLY RECESSED FOR ACCESS

DRIVEWAY ADJUSTMENT - ASPHALT CURB

TYPICAL SIDEWALK SECTION

MIN. 4" 2A SUBBASE (COMPACTED)

N.T.S.

1/2" PREMOLDED EXPANSION MATERIAL AT

CURB

SIDEWALK ABUTS

MATERIAL WHERE

1/2" EXPANSION

MATERIAL AT 20'-0" MAXIMUM

1/2" PREMOLDED EXPANSION

AT CENTERLINE OF SIDEWALK,

SCORE JOINTS AT 5'-0" OC OR

6" SUBBASE (2A)

1'-0" 1'-0"

IN BOROUGH ROADWAY

TYPICAL TRENCH RESTORATION DETAIL FOR OPEN CUT

PAVEMENT

ROADWAY

EXISTING

TO 97% PROCTOR DENSITY

2A STONE - COMPACT

4" CONCRETE SIDEWALK

6" SUBBASE (2A)

O.D.

1'-0"1'-0"

SAW CUT (TYP.)

COMPACTED SUBGRADE

ALL JOINTS

SEALANT

LINE MARKER

BURIED UTILITY

TO 97% PROCTOR DENSITY

2A STONE - COMPACT

N.T.S.

STORM LINE

COMPACT SUBGRADE TO 97% PROCTOR DENSITY

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

20'-0" MAXIMUM

SCORE JOINT (TYP.)

4" 2A SUBBASE (COMPACTED)

COMPACT SUBGRADE TO 97% PROCTOR DENSITY

TYPE C INLET

NOTES:

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT PUBLICATION

408, SECTION 605 AND STANDARDS FOR ROADWAY CONSTRUCTION, RC-45M

& 46M. CONTRACTOR SHALL VERIFY INLET BOX SIZING BASED ON PIPE SIZES

AND ALIGNMENT PRIOR TO ORDERING PRECAST STRUCTURES.

2. NO PIPES SHALL ENTER INLET BOX AT CORNER.

3. PLACE CONTINUOUS GROUT AROUND PIPE PRIOR TO BACKFILLING. (TYP.)

4. SEE PLAN FOR INLET AND BOX TYPE.

5. PROVIDE STEPS IN ALL INLET BOXES OVER 5 FEET IN DEPTH.

CONSTRUCTION DETAILS

EX. ROADWAY

1.5" DEPTH

MILLION ESALS, 9.5 MM MIX, SRL-L,

WEARING COURSE, PG 64S-22, <0.3

SUPERPAVE ASHPALT MIXTURE DESIGN,

1.5" DEPTH

MILLION ESALS, 9.5 MM MIX, SRL-L,

WEARING COURSE, PG 64S-22, <0.3

SUPERPAVE ASHPALT MIXTURE DESIGN,

CURB

EXISTING SIDEWALK

EXISTING

EXISTING WATER MAIN

EXISTING CURB BOX

EXISTING CURB & SIDEWALK

EXISTING ROADWAY

EXISTING CURB STOP

BLOCK

CONCRETE

EXISTING

TO HOME

SERVICE

EXISTING

EXISTING CORPORATION STOP

OF NEW STORM PIPE.

INSTALL PIPE INSULATION ON LATERAL AT AREA

CONFLICT WITH NEW STORM PIPE.

BEND COPPER LINE AS NEEDED TO AVOID

SERVICE LINE FROM CORP. STOP TO CURB STOP.

PROPOSED 3/4" TYPE K COPPER

N.T.S.

25.0 MM MIX 4" DEPTH

PG 64S-22, <0.3 MILLION ESALS,

DESIGN, BASE COURSE,

SUPERPAVE ASPHALT MIXTURE

(RC-64M)

CONC CURB

CURB REVEAL

MATCH EXISTING

TRANSITION TO EXISTING GRADE.

3. PLACE COMPACTED 2A STONE BACKING AT ENDS OF NEW SIDEWALK TO

CONCRETE OR OTHER RIDGID SURFACES OR STRUCTURES.

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

ENGINEER PRIOR TO CONSTRUCTION OF SIDEWALK.

SIDEWALK AREAS THAT DO NOT MEET THIS RANGE SHALL BE REPORTED TO THE

1. SIDEWALK SHALL SLOPE 0.5% MINIMUM AND 2% MAXIMUM TOWARD CURB. ANY

NOTES:

PROPOSED 30" STORM PIPE

+/- 10'

M

IN

(SEE RC-45M)

DOWEL BARS

MIN. (TYP.)

1'-0"

INLET BOX

THICKNESS

1'-0" MIN.

COARSE AGGREGATE

COMPACTED NO. 2A

IS INCIDENTAL TO THE INLET BOX.

COST OF NO. 2A COARSE AGGREGATE

NOTE:

INLET BOX SUBBASE PREPARATION DETAIL

N.T.S.

N.T.S.

(STRUCTURAL STEEL SHOWN)

BICYCLE SAFE GRATE

SEE RC-45M FOR DETAILS

RING WHEN REQUIRED.

GRADE ADJUSTMENT

TOP UNIT

TYPE C CONCRETE

WATER SERVICE LINE ADJUSTMENT DETAIL

RESTORATION PAY LIMIT (7'-0")

25.0 MM MIX 4" DEPTH

PGS 64S-22, <0.3 MILLION ESALS,

DESIGN, BASE COURSE,

SUPERPAVE ASPHALT MIXTURE

4" CLASS A MODIFIED OR CLASS AAA CONCRETE

M

IN

DISRUPTION.

HOMEOWNER AND ADVANCED NOTICE IS REQUIRED FOR ANY WATER

ADJUSTMENT IS TO BE COORDINATED BY THE CONTRACTOR WITH THE

2. ANY DISRUPTION TO PROPERTY OWNER SERVICE FROM WATER LATERAL

MUNICIPAL AUTHORITY PRIOR TO WORK COMMENCING.

EXISTING WATER SERVICE LINE TO BE COORDINATED WITH KLINE TOWNSHIP

McADOO BOROUGH AND HOMEOWNERS. ALL WORK RELATING TO THE

CONTRACTOR TO COORDINATE WITH KLINE TOWNSHIP MUNICIPAL AUTHORITY,

SERVICE LINE, BEND LATERAL AS NEEDED TO RESLOVE CONFLICT.

AND EXISTING CURB STOP TO SHUT-OFF LATERAL. INSTALL NEW COPPER

PIPE OCCURS, CONTRACTOR TO EXPOSE EXISTING WATER MAIN CORP. STOP

1. IF CONFLICT WITH EXISTING WATER SERVICE LINE AND PROPOSED STORM

NOTE:

TYPE 4

B

B

OUTSIDE FACE (TYP.)

48"| MAX.

(OUTSIDE DIAMETER)

PIPE OPENING

MAX.

4'-0"

MIN. TYP.

6"

M A

X

TYPE 4 INLET BOX

HANCOCK STREET DRAINAGE - PHASE III

SCHUYLKILL COUNTY CDBG PROGRAM

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

32083.03 cpezak 03\25\2026 08:11:33 Y:\Pennsylvania\32000S\32083.03_McAdoo_Hancock_Pha_3\Eng_Docs\Drainage\04_Constr Det.dgn (Default)

ETC CAP 32083.03 OFMAC

BOROUGH OF MCADOO

Borough of McAdoo, Schuylkill County, Pennsylvania

570-914-9031

Wilkes-Barre, PA 18705

Suite 402

670 S. River Street

03/2026 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, P E

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PROFESSIONAL

ENGINEER

ESPC DETAILS

FILTER BAG INLET PROTECTION

NTS

ISOMETRIC VIEW

TYPE M INSTALLATION DETAIL

TYPE C INSTALLATION DETAIL

RUBBER BLOCK

2" x 2" x 3/4"

(1/4" NYLON ROPE)

EXPANSION RESTRAINT

RUBBER BLOCK

2" x 2" x 3/4"

(1/4" NYLON ROPE)

EXPANSION RESTRAINT

FROM INLET

REMOVAL

FOR BAG

1" REBAR

INLET GRATE

4'

LENGTH

WI

DTH OR FILTER TUBE

SANDBAG, FILTER LOG, COMPOST SOCK

6. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

ACCORDING TO THE PLAN NOTES.

REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS

DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED

REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET.

5. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR

SIEVE.

MINIMUM TRAPEZOIDALTEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40

4. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS, A MINIMUM BURST STRENGTH OF 200 PSI, AND A

PAVED. SIX INCH MINIMUM HEIGHT ASPHALT BERM SHALL BE MAINTAINED UNTIL ROADWAY SURFACE RECEIVES FINAL COAT.

3. ROLLED EARTHEN BERM SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE BERM SHALL BE MAINTAINED UNTIL ROADWAY IS

INSTALLATIONS.

2. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP. BERMS SHALL BE REQUIRED FOR ALL

1. MAXIMUM DRAINAGE AREA = 1/2 ACRE.

NOTES:

CONCRETE WASHOUT ALTERNATIVES

COMPOST SOCK WASHOUT

SELF-INSTALLED WASHOUT

COMPOST SOCK WASHOUT - SECTION VIEW

EROSION CONTROL POLICIES

STORMWATER PIPE CONSTRUCTION SEQUENCE

TRENCH EXCAVATION GENERAL NOTES

SIDE OF THE TRENCH.

3. THE CONTRACTOR SHALL PLACE EXCAVATED TRENCH SPOIL ON THE UPSLOPE

AND MULCHED WITHIN THE NEXT TWO CALENDAR DAYS.

CONTROL MEASURES/FACILITIES WILL BE INSTALLED, AND THE AREAS SEEDED

GRADED TO FINAL CONTOURS, APPROPRIATE TEMPORARY EROSION AND SEDIMENT

2. IF THE DAILY BACKFILLING IS DELAYED, THE DISTURBED AREA WILL BE

BE DONE AT THE END OF EACH WEEK.

WILL BE INSTALLED. SEEDING AND MULCHING OF ALL DISTURBED AREAS WILL

TEMPORARY EROSION AND SEDIMENT POLLUTION CONTROL MEASURES/FACILITIES

DISTURBED AREA WILL BE GRADED TO FINAL CONTOURS AND APPROPRIATE

1. ON THE DAY FOLLOWING PIPE PLACEMENT AND TRENCH BACKFILLING, THE

SOCK MAY BE STACKED ONTO DOUBLE 24" DIAMETER SOCKS IN PYRAMIDAL CONFIGURATION FOR ADDED HEIGHT.

COMPOST SOCKS MAY BE STACKED AND STAKED SO AS TO FORM A TRIANGULAR CROSS SECTION. 18-INCH DIAMETER FILTER

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

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

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

THE CLEANOUT LEVEL.

WATERTIGHT, AND APPROPRIATELY SIZED. ACCUMULATED MATERIALS MUST BE PROPERLY DISPOSED OF WHEN THEY REACH

THAT THE CONTAINERS ARE INTENDED BY THE MANUFACTURER FOR USE AS CONCRETE WASHOUT BMPS, THAT THEY ARE

PREFABRICATED WASHOUT CONTAINERS MAY BE USED AS A SUITABLE ALTERNATIVE. CARE SHOULD BE TAKEN TO ENSURE

NOTES:

EXCAVATION AREA, 7" DEEP)

DURING CONSTRUCTION (I.E. 100 GALLONS REQUIRED = 5' X 5'

USE MULTIPLES OF ABOVE DIMENSIONS FOR VOLUMES REQUIRED

GALLONS TO WASH THE HOPPER OF ONE CONCRETE TRUCK.

PROVIDE 7 GALLONS TO WASH ONE TRUCK CHUTE. PROVIDE 50

NOTES:

EXCAVATED WASHOUT

WASHOUT WATER INTO

DIRECT CONCRETE

FILTER RING

WASHOUT WATER INTO

DIRECT CONCRETE

FILTER RING

ON UPSLOPE SIDE OF

SOCK 4' MIN OVERLAP

24" COMPOST FILTER

MIN 10-MIL THICKNESS

PLASTIC SHEETING

FILTER RING HEIGHT

WATER IS 50% OF

CONCRETE WASHOUT

MAXIMUM DEPTH OF

SPACED 5' ON CENTERS

2"X2"X36" WOOD STAKES

MIN 10-MIL THICKNESS

PLASTIC SHEETING

FILTER SOCK

24" COMPOST

EXCAVATION DEPTH

ON CENTERS

STAKES SPACED 5'

2"X2"X36" WOOD

EXCAVATION DIMENSIONS

GALLONS

10'

10'

5'

5'

LENGTH

10'

10'

5'

5'

WIDTH

0.80"

0.10"

3.20"

0.50"

DEPTH

NTS

NOT ILLEGALLY BURY, DUMP, OR DISCHARGE ANY BUILDING MATERIAL OR WASTES AT THE SITE.

PENNSYLVANIA CODE 260.1 ET SEQ., 271.1 ET SEQ., AND 287.1 ET SEQ. THE CONTRACTOR SHALL

AND WASTES IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25

THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE OF ALL BUILDING MATERIALS

RECYCLING

INSTALLED WILL BE REQUIRED.

CONTROL BMPS FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMPS, OR MODIFICATIONS OF THOSE

REMULCHING, AND RENETTING, MUST BE PERFORMED IMMEDIATELY. IF EROSION AND SEDIMENT

MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGRADING, RESEEDING, AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL

PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROL BMPS

UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMPS MUST BE MAINTAINED

INSPECTIONS.

AVAILABLE TO THE INSPECTOR-IN-CHARGE COMPLETE, WRITTEN INSPECTION LOGS OF ALL THOSE

INCLUDE INSPECTIONS OF ALL BMP FACILITIES. THE OPERATOR WILL MAINTAIN AND MAKE

ARE IMPLEMENTED, OPERATED, AND MAINTAINED PROPERLY AND COMPLETELY. MAINTENANCE SHALL

UNTIL THE SITE ACHIEVES FINAL STABILIZATION, THE OPERATOR SHALL ASSURE THAT THE BMPS

BMPS TO ELIMINATE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION.

ACCELERATED EROSION AND OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE

IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR

IN TOPSOIL STOCKPILES.

SLOPES, WETLANDS, FLOODPLAINS OR DRAINAGE SWALES AND IMMEDIATELY STABILIZED, OR PLACED

SEDIMENT REMOVED FROM BMPS SHALL BE DISPOSED OF IN LANDSCAPED AREAS OUTSIDE OF STEEP

MAINTENANCE

STRAW MULCH SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED OR FINELY BROKEN.

SLOPES 3:1 AND STEEPER.

MULCH WITH MULCH CONTROL NETTING OR EROSION CONTROL BLANKETS MUST BE INSTALLED ON ALL

HAY OR STRAW MULCH MUST BE APPLIED AT 3.0 TONS PER ACRE.

ACCORDANCE WITH THE PERMANENT VEGETATIVE STABILIZATION SPECIFICATIONS.

FINISHED GRADE OR WHICH WILL NOT BE REDISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN

TEMPORARY VEGETATIVE STABILIZATION SPECIFICATIONS. DISTURBED AREAS WHICH ARE AT

WHICH WILL BE REDISTURBED WITHIN 1 YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE

APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND

AREAS DISTURBED BY THE ACTIVITIES. DURING NON-GERMINATING PERIODS, MULCH MUST BE

IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE OPERATOR SHALL STABILIZE ANY

TEMPORARY AND PERMANENT STABILIZATION

AT ALL TIMES.

A COPY OF THE EROSION AND SEDIMENT CONTROL PLAN MUST BE AVAILABLE AT THE PROJECT SITE

WATER RESOURCES, CHAPTER 102, EROSION CONTROL.

ENVIRONMENTAL PROTECTION, SUBPART C, PROTECTION OF NATURAL RESOURCES, ARTICLE III, APPENDIX 64, EROSION CONTROL RULES AND REGULATIONS, TITLE 25, PART 1, DEPARTMENT OF

THE CONTRACTOR IS ADVISED TO BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS OF THE

PUMPED WATER FILTER BAG DISCHARGING OVER NON-DISTURBED AREAS.

ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A SEDIMENT CONTROL BMP, SUCH AS A

STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES MUST BE 2:1 OR FLATTER.

GENERAL NOTES

WITH INSTRUCTIONS OF THE COUNTY CONSERVATION DISTRICT:

BE REQUIRED TO CONFORM WITH THE FOLLOWING AS APPLICABLE AND IN ACCORDANCE

OF PENNSYLVANIA TO CONTROL EROSION, THE CONTRACTOR SHALL, AT HIS EXPENSE,

IN ACCORDANCE WITH THE CURRENT POLICIES AND PRACTICES IN THE COMMONWEALTH

FILTER BAG

FILTER BAG

WELL VEGETATED, GRASSY AREA

DISCHARGE HOSE

PUMP

INTAKE HOSE

CLAMPS

(RECOMMENDED)

HEAVY DUTY LIFTING STRAPS

INTAKE HOSE

PUMP

CLAMPS

DISCHARGE HOSE

WELL VEGETATED, GRASSY AREA

PLAN VIEW

ELEVATION VIEW

PUMPED WATER FILTER BAG

NTS

MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:

TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE

WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF

LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN

AOS% RETAINED

UV RESISTANCE

MULLEN BURST

PUNCTURE

GRAB TENSILE

AVG WIDE WIDTH STRENGTH

PROPERTY

ASTM-D-4751

ASTM-D-4355

ASTM-D-3786

ASTM-D-4833

ASTM-D-4632

ASTM-D-4884

TEST METHOD

80 SIEVE

70%

350 PSI

110 LB

205 LB

60 LB/IN

MINIMUM STANDARD

CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL

SCREENED.

BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND

THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR ½ THE MAXIMUM SPECIFIED

RECOMMENDED FOR THIS PURPOSE.

SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS

THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER

AREA IS NOT AVAILABLE.

WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY

BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV

NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST

STEEPNESS.

AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE

GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE

STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES

UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER

STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE

BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO

REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED.

THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE

FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE

PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME ½

A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL

7.

6.

5.

4.

3.

2.

1.

NOTES:

SLIDING AND OTHER MOVEMENTS.

SUFFICIENT TO RESIST ACCELERATED EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST

70% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY

AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM UNIFORM

BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMPS MUST BE STABILIZED IMMEDIATELY. AN

12.AFTER FINAL SITE STABILZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMPS MUST

11.PERFORM FINAL GRADING AND/OR ROADWAY RESTORATION AND STABILIZE.

USED AS A TEMPORARY COVER MEASURE.

10.BACKFILL TRENCH AND PLACE TEMPORARY ROADWAY OR SEEDING AS NECESSARY. MULCHING MAY ALSO BE

MUST BE BACKFILLED WITHIN THE SAME WORKING DAY.

9.PLACE DRAINAGE IMPROVEMENTS. OPEN EXCAVATIONS ARE NOT PERMITTED WITHIN THE ROADWAY AND

8. PLACE AGGREGATE BEDDING IN COMPACTED 6" LIFTS.

SHOULD BE VERIFIED PRIOR TO PIPE PLACEMENT TO ENSURE ADEQUATE SLOPE AND COVER.

ENCOUNTERED, THE TRENCH SHALL BE CARRIED 6" BELOW THE PIPE AND BEDDING EXTENDED. CONFLICTS

7. EXCAVATE TRENCH STARTING FROM THE DOWNSTREAM END AND WORK UPSTREAM. WHERE ROCK IS

REVEALED/BROKEN EDGES SHALL BE CUT OUT AND SQUARED.

6. PAVEMENT CUTS SHALL BE IN A NEAT AND UNIFORM FASHION FORMING STRAIGHT LINES.

DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMPS.

5. EROSION AND SEDIMENT BMPS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE

LOCATIONS.

NOTIFY THE PENNSYLVANIA ONE CALL SYSTEM, INC. AT 1-800-242-1776 FOR BURIED UTILITIES

4. AT LEAST 3 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE OPERATOR SHALL

MUST COORDINATE CHANGES WITH THE ENGINEER.

3. BEFORE INITIATING ANY REVISIONS TO THE EROSION AND SEDIMENT CONTROL PLAN, THE OPERATOR

LOCATIONS.

AND MAINTAINED FOR ALL SOIL AND/OR ROCK SPOIL AND BORROW AREAS, REGARDLESS OF THEIR

2. THE OPERATOR SHALL ASSURE THAT THE EROSION AND SEDIMENT CONTROL PLAN IS BEING IMPLEMENTED

COMPLETELY IMPLEMENTED.

1. THE OPERATOR SHALL ASSURE THAT THE EROSION AND SEDIMENT CONTROL PLAN IS PROPERLY AND

SHALL BE LIMITED TO THOSE AREAS DESCRIBED IN EACH STAGE.

EACH STAGE SHALL BE COMPLETED BEFORE ANY FOLLOWING STAGE IS INITIATED. CLEARING AND GRUBBING

ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE.

HANCOCK STREET DRAINAGE - PHASE III

SCHUYLKILL COUNTY CDBG PROGRAM

Sheet No.:Drawn: Designed: Checked:

Rev Date By Chk'd Description

Scale: AS NOTED Date: Project No.:

32083.03 cpezak 03\25\2026 08:11:35 Y:\Pennsylvania\32000S\32083.03_McAdoo_Hancock_Pha_3\Eng_Docs\Drainage\05_ES Det.dgn (Default)

ETC CAP 32083.03 OFMAC

BOROUGH OF MCADOO

Borough of McAdoo, Schuylkill County, Pennsylvania

570-914-9031

Wilkes-Barre, PA 18705

Suite 402

670 S. River Street

03/2026 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, P E

N

N S Y L V

A

N

I A

C O

M

M O

REGISTERED

PROFESSIONAL

ENGINEER