2-450-29 - IFB.pdf

PDF 9 MB Posted Aug 17, 2026

Attached to: Kennedy Road Culvert Replacement Contract No. 2026-01
Solicitation number: Not on record
Issued by: Butler County, Pennsylvania

About this file

Written by GovTribe AI · Sep 30, 2026

This is an Invitation for Bid (IFB) document prepared by KLH Engineers, Inc. for Prospect Borough in Butler County, Pennsylvania, regarding the Kennedy Road Culvert Replacement project (Contract No. 2026-01). The project involves the replacement of an existing 36-inch corrugated metal pipe culvert with a 36-inch smooth-lined corrugated polyethylene pipe (SLCPP) depressed 6 inches below the streambed at the stream crossing located at 233 Kennedy Road, Prospect, PA. The work also includes removal of the existing culvert and headwalls, installation of proposed concrete endwalls, road repaving (approximately 15 feet by 17 feet), water line relocation, and comprehensive erosion and sediment control measures. The project encompasses 0.28 acres of disturbance and is expected to require approximately 60 days for completion. A non-mandatory pre-bid conference is scheduled for Monday, August 24, 2026, at 1:00 P.M. at the project site. Sealed bids are due electronically via the PennBid program by September 8, 2026, at 10:00 A.M. local time. Bidding documents are available at no cost through PennBid at pennbid.bonfirehub.com.

The project requires contractors to comply with Pennsylvania Department of Transportation (PennDOT) standards, prevailing wage requirements as determined by the Department of Labor and Industry, and all erosion and sediment control regulations established by the Pennsylvania Department of Environmental Protection (PA DEP). Contractors must notify the Pennsylvania One Call System at 1-800-242-1776 at least three working days prior to excavation and are responsible for utility location verification and protection of existing underground utilities including electric, telephone, gas, water, and sanitary lines. The work requires coordination with utility companies including Armstrong, Metropolitan Edison Co/FirstEnergy, and Prospect Borough. All steel products used must be made in the United States, and contractors must comply with the Public Works Employment Verification Act (Act 127 of 2012). The design engineer is Michael A. Rizzo, P.E. (No. PE093476), and the project contact is Rich Albright at Armstrong (ralbright@agoc.com, 724-482-4885 ext. 243). No pricing information, funding sources, or award dates are specified in the IFB document.

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Other files

File	Type	Posted
3-450-29 Addendum 1.pdf	PDF	Aug 17, 2026
4-450-29 2026-01 Bid Tab.pdf	PDF	Aug 17, 2026
1-450-29 2026-01 Bid Specs.pdf	PDF	Aug 17, 2026

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Drawing No.

Sheet No.

5313 Campbells Run Road, Suite 100 Pittsburgh, PA 15205

Phone: 412.494.0510 Fax: 412.494.0426 info@klhengineers.com

KLH

ENGINEERS, INC

NOTE: IN ACCORDANCE WITH THE PENNSYLVANIA UNDERGROUND UTILITY LINE PROTECTION LAW, ACT 287 OF 1974 AS AMENDED BY ACT 50 OF 2017, THE CONTRACTOR MUST NOTIFY ALL UTILITY COMPANIES PRIOR TO EXCAVATION FOR FIELD LOCATION AND SIZE CONFORMATION. AT LEAST THREE (3) DAYS NOTIFICATION PRIOR TO THE ACTUAL START OF EXCAVATION IS REQUIRED. UTILITIES CAN BE NOTIFIED THROUGH THE PENNSYLVANIA ONE CALL SYSTEM, INC. BY CALLING 1-800-242-1776. THE PENNSYLVANIA ONE CALL DESIGN

SERIAL NUMBER FOR THIS PROJECT IS 2026210322.

BUTLER COUNTY, PENNSYLVANIA

SCALE: 1" = 2000'

COMPANY: ARMSTRONG

ADDRESS: 660 S BENBROOK RD

BUTLER, PA. 16001

CONTACT: RICH ALBRIGHT

EMAIL: ralbright@agoc.com

PHONE: 724-482-4885 EXT. 243

COMPANY: METROPOLITAN EDISON

CO/FIRSTENERGY

ADDRESS: 341 WHITE POND DR

AKRON, OH. 44320

CONTACT: MELLYSSA ADAMS

EMAIL: madams@firstenergycorp.com

PHONE: 330-252-4013

COMPANY: PROSPECT BOROUGH

ADDRESS: 159 MONROE ST

PROSPECT, PA. 16052-3127

CONTACT: DIANNA STEWART

EMAIL: prospectboro@zoominternet.net

PHONE: 724-865-3010

PROJECT LOCATION

No part of this document may be reproduced or transmitted in any form, by any means without written permission, except for brief excerpts in reviews or analysis.

TITLE SHEET

EXISTING CONDITIONS/SITE DEMOLITION PLAN

PROPOSED SITE PLAN AND PROFILES

DETAILS

EROSION & SEDIMENT POLLUTION CONTROL PLAN

G1 C1 C2

DT1

ESC1

ESCDT1

of 7

Order No.

PROSPECT BOROUGH

DESCRIPTIONDWG. NO.SHEET NO.

RELEASED FOR BID

AUGUST 2026

UTILITIES LIST DRAWING LIST

LOCATION MAP

CONTRACT NO. 2026-01

KENNEDY ROAD CULVERT REPLACEMENT

450-29

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES

3 WORKING DAYS NOTICE FOR

CONSTRUCTION PHASE

AND 10 WORKING DAYS

IN DESIGN STAGE-STOP CALL

1-800-242-1776

ANIA ONE CALL SYSTEM

, INC

STOP-CALL BEFORE YOU D

SERIAL NUMBER

2026210322

EROSION & SEDIMENT POLLUTION CONTROL PLAN NARRATIVE

7 of 7 ESCDT2 EROSION & SEDIMENT POLLUTION CONTROL PLAN DETAILS

AutoCAD SHX Text S:\Active Clients\450 Prospect Borough\450-29 Kennedy Rd Culvert\Dwg\G450-29-001.dwg 8/13/2026 4:01 PM Plotted By: Michael Rizzo 8/13/2026 4:01 PM Plotted By: Michael Rizzo8/13/2026 4:01 PM Plotted By: Michael Rizzo Plotted By: Michael RizzoMichael Rizzo

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REGISTERED

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PROFESSIONAL

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MICHAEL A. RIZZO

AutoCAD SHX Text

NO. PE093476

AutoCAD SHX Text

ENGINEER

Kennedy Road

BrB

HaC TaB

HaD

TaB

Trib. 34968 to Crab Run

TO BE REPLACED

REMOVE AND REPLACE

SAWCUT, DEMOLISH

AND REMOVE

SAWCUT, DEMOLISH

AND REMOVE

REMOVE AND REPLACE

EXISTING UNDERGROUND ELECTRIC

EXISTING UNDERGROUND TELEPHONE

Legend

EXISTING SIGN

EXISTING LIGHTPOLE

EXISTING MAILBOX

EXISTING WELL

EXISTING 10' CONTOUR

EXISTING 2' CONTOUR

EXISTING PROPERTY LINE

EXISTING GAS VALVE

EXISTING GASLINE

EXISTING GAS CURB BOX

EXISTING GAS METER

EXISTING GRAVEL PAVING

EXISTING ASPHALT PAVING

EXISTING STORM MANHOLE

EXISTING SANITARY MANHOLE

EXISTING EVERGREEN TREE

EXISTING DECIDUOUS TREE

EXISTING WATER CURB BOX

EXISTING WATERLINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING HYDRANT

EXISTING GUY WIRE

EXISTING UTILITY POLE

EXISTING WATER METER

EXISTING WATER VALVE

PROPOSED STORM SEWER

STREET NAMES

EXISTING WATERCOURSE

PROPOSED 10' CONTOUR

PROPOSED 2' CONTOUR

PROPOSED PAVING

SOIL BOUNDARY LINE

SOIL IDENTIFICATION SYMBOL

LIMIT OF DISTURBANCE

EXISTING SANITARY CO

EXISTING STORM INLETS

COMPOST SOCK

Street Name

Stream

CS-12

EXISTING GAS LINE MARKER

LOD

E X

C O

N D

N S

E D

E M

N P

M A

R M

A R

JWB

PLAN

SCALE: 1"=20'

LEGEND

= ITEMS FOR DEMOLITION AND OR REMOVAL ON THIS DRAWING

Order No.

D es ig ne d B y:

C he ck ed B y:

A pp ro ve d

B y:

D at e:

Drawing No.

Sheet No.

C am pb el ls R un R oa d, S ui te

Pi tts bu rg h, P A

Ph on e:

Fa x:

.0 in fo kl he ng in ee rs .c om

K L H

E N

E E R

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

450-29

A ug us t 2

K E

N N

E D

Y R

O A

D C

E R

T R

E P

E M

E N

T C

O N

T R

A C

T N

O . 2

U T

C O

U N

T Y

, P E

N N

S Y

P R

O S

P E

C T

B O

R O

U G

H D ra w n B y:

D at e

Is su ed F or D at e

R ev is io ns

R el ea se d

Fo r B id

SCALE: 1"=20'

20' 40'020'

AutoCAD SHX Text (Asphalt Surface)

AutoCAD SHX Text Asphalt Shoulder

AutoCAD SHX Text Gravel Shoulder

AutoCAD SHX Text Gravel Drive

AutoCAD SHX Text N/F Jessica M. & Jeffery D. Platt DBV Pg. Tax Parcel 490-S3-8-0000

AutoCAD SHX Text N/F Regis E. Kemper TRS Et Al DBV 1010 Pg. 0718 Tax Parcel 490-S3-7A-0000

AutoCAD SHX Text N/F Michael G. McCall DBV 0967 Pg. 0257 Tax Parcel 490-S3-9-0000

AutoCAD SHX Text N/F Lucas H. & Shayna Wilhite DBV 2545 Pg. 0123 Tax Parcel 490-S3-7-0000

AutoCAD SHX Text N/F Robert W. & Alicia M. Roxbury Trust DBV Pg. Tax Parcel 490-S3-7B-0000

AutoCAD SHX Text N/F Jeff & Jamie Logan DBV Pg. Tax Parcel 490-S3-5A6A-0000

AutoCAD SHX Text Strm Pipe Outlet 15" Inv.El.=1278.94(Out)

AutoCAD SHX Text Strm Culvert 36" Inv.El.=1278.12(In)

AutoCAD SHX Text Strm Pipe Outlet 15" Inv.El.=1278.31(Out)

AutoCAD SHX Text Strm Culvert 36" Inv.El.=1277.58(Out)

AutoCAD SHX Text Strm Pipe Outlet 15" Inv.El.=1278.22(Out)

AutoCAD SHX Text Strm Pipe Outlet 15" Inv.El.=1281.62(In)

AutoCAD SHX Text Strm Pipe Outlet 15" Inv.El.=1280.25(In)

AutoCAD SHX Text Strm Inlet Top=1287.62 15" Inv.El.=1283.62(Out)

AutoCAD SHX Text R/W

Exposed Strm Pipe

AutoCAD SHX Text Edge of Asphalt

AutoCAD SHX Text Existing Concrete Endwall

AutoCAD SHX Text Ex. Asphalt Paving

AutoCAD SHX Text Existing Concrete Endwall

AutoCAD SHX Text Existing Outlet Protection

AutoCAD SHX Text w

AutoCAD SHX Text

(Type Surface)

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

AutoCAD SHX Text S:\Active Clients\450 Prospect Borough\450-29 Kennedy Rd Culvert\Dwg\C450-29-001.dwg 8/12/2026 1:13 PM Plotted By: Josh Wohar 8/12/2026 1:13 PM Plotted By: Josh Wohar8/12/2026 1:13 PM Plotted By: Josh Wohar Plotted By: Josh WoharJosh Wohar

AutoCAD SHX Text T

AutoCAD SHX Text A

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AutoCAD SHX Text A

AutoCAD SHX Text

REGISTERED

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text S

AutoCAD SHX Text Y

AutoCAD SHX Text L

AutoCAD SHX Text N

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PROFESSIONAL

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AutoCAD SHX Text

MICHAEL A. RIZZO

AutoCAD SHX Text

NO. PE093476

BrB

HaC TaB

HaD

TaB

Trib. 34968 to Crab Run

0+00 1+00 2+002+00

0+89

270 LF 15" SLCPP

. 3

PROPOSED OUTLET

PROTECTION (R-6 ROCK)

PROPOSED INLET

PROTECTION (R-6 ROCK)

CONTRACTOR TO MAINTAIN

DRIVEWAY ACCESS AT ALL TIMES

DURING CONSTRUCTION

CONNECT TO EXISTING

PIPE WITH FERNCO

CONNECTION

PROPOSED SLCPP (SMOOTH LINED

CORRUGATED POLYETHYLENE PIPE)

(REFER TO NOTE 16)

0+00 1+00 2+00 2+11

1' THICK

2B STONE @ PIPE BOTTOM

3' 3'

PROPOSED REPAVEMENT

APPROX. 15' L X 17' W

MATCH EX. EL.

2A AGGREGATE WRAPPED

IN GEOTEXTILE

W/ DUMPED 2A ON TOP OF PIPE

PER PENNDOT RC-30M

CLASS 4A

GEOTEXTILE

PR. 36" SLCPP

EL. = 1277.88

MATCH EX. EL.

BACKFILL W/ 2B STONE TO

SPRINGLINE

0+00 1+001+01

PROPOSED CONC.

ENDWALL

MATCH EX. EL.

PROPOSED CONC.

ENDWALL

MATCH EX. EL.

6" STOCKPILED STREAMBED

MATERIAL (USE R-4 CHOKED W/

2A STONE IF NECESSARY)

1' THICK

2B STONE

'10.00'10.00'

PROPOSED

STREAM PROFILE

18" #57 COARSE

AGG. COMPACTED

(TYP.)

INV. = 1277.58

MATCH EX.

INV. = 1278.12

MATCH EX.

PR. 38' ~ 36" SLCPP @ 1.42%

BACKFILL HEADWALLS

WITH NO. 57 AGGREGATE

R-6 ROCK WRAPPED IN

CLASS 4A GEOTEXTILE

(DEPRESSED 6") TYP.

EXISTING UNDERGROUND ELECTRIC

EXISTING UNDERGROUND TELEPHONE

Legend

EXISTING SIGN

EXISTING LIGHTPOLE

EXISTING MAILBOX

EXISTING WELL

EXISTING 10' CONTOUR

EXISTING 2' CONTOUR

EXISTING PROPERTY LINE

EXISTING GAS VALVE

EXISTING GASLINE

EXISTING GAS CURB BOX

EXISTING GAS METER

EXISTING GRAVEL PAVING

EXISTING ASPHALT PAVING

EXISTING STORM MANHOLE

EXISTING SANITARY MANHOLE

EXISTING EVERGREEN TREE

EXISTING DECIDUOUS TREE

EXISTING WATER CURB BOX

EXISTING WATERLINE

EXISTING STORM SEWER

EXISTING SANITARY SEWER

EXISTING HYDRANT

EXISTING GUY WIRE

EXISTING UTILITY POLE

EXISTING WATER METER

EXISTING WATER VALVE

PROPOSED STORM SEWER

STREET NAMES

EXISTING WATERCOURSE

PROPOSED 10' CONTOUR

PROPOSED 2' CONTOUR

PROPOSED PAVING

TEMP. ROAD CROSSING ID

WETLANDS

WATER BAR

SUPER SILT FENCE

SOIL BOUNDARY LINE

SOIL IDENTIFICATION SYMBOL

FILTER FABRIC FENCE

LIMIT OF DISTURBANCE

EXISTING SANITARY CO

EXISTING STORM INLETS

COMPOST SOCK

INLET FILTER BAG

Street Name

ROCK CONSTRUCTION ENTRANCE

Stream

IFB

CS-12

SS-36

TR##

FF-18

ROCK CHECK DAM RCD

EXISTING GAS LINE MARKER

RCE

EROSION CONTROL BLANKET

NORTH AMERICAN P300

ANNOTATIVE TEXT CURRENT SET AT 20 SCALE

LOD

Ken ne dy R oa d

Br B

BrB

HaC

TaB

HaD

Ha D

TaB

Trib . 34 to Crab Run

PROPOSED

X" P

VC W

ATERLINE

STA.0+

1-X "xX

"xX " D

.I.

ANCHOR TEE

STA. 0+

1-X " G

ATE VALVE W

/BOX & COVER

STA.

1-X " 4

5°D .I.M

.J.

BEND

STA.

1-X " 2

2.5 ° D

.I.M .J.

BEND

STA.

1-X " 1

1.2 5°

D.I.M .J.

BEND

STA.

1-X " 9

0° D.I.M

.J.

BEND

INSTALL:

FIRE HYDRANT ASSEMBLY

SEE KLH

STD

. D

. S D-2-

CUT & CAP EXISTING X"

HYDRANT S

ERVICE LI

NE.

REMOVE HYDRANT

ASSEMBLY

AND RETU

RN TO

NER

STA.

1-X " 4

5°D .I.M

.J.

BEND

STA.0+

1-X " 2

2.5 ° D

.I.M .J.

BEND

STA. 0+

1-X " 1

1.2 5°

D.I.M .J.

BEND

STA. 0+

1-X " 9

0° D.I.M

.J.

BEND

PROPOSED

X" P

VC FORCEMAIN

LOCATE AND

RECONNECT

x" W

ATER

RVI

STA. 0+

1-X "xX

"xX " D

.I.M .J.

TEE

LIM

IT O

F W

ORK

A. 0

CONTRACTOR SHALL COORDINATE

WITH AUTHORITY FOR SHUT

DOWN OF THE EXISTING W

ATER

LINE AND CONNECTIO

N O

F THE

PROPOSED W

ATER LINE.

CONTRACTOR SHALL CUT & CAP

EXISTING X" W

ATER LINE

EXISTING X" W

ATERLINE

TO BE ABANDONED

SAN

MH#1

R-6 R

IP-RAP SLOPE PROTECTION

(TYP.)

MH#1

REPLACE W/ 35

' LONG 42

" S

MOOTH WALL HDPE PIPE

(CULVERT DEPRESSED 6"

BELO

W STREAM BED)

PROPOSED SANITARY FLAG

PROPOSED STORM FLAG

30 SCALE 20 SCALE

PROPOSED FLOW ARROWS

NORTHING=579099.6398

EASTING=1332737.8939

INLET

Existing Sanitary Flag

30 SCALE 20 SCALE

TEXT

NORTHING=578832.9436

EASTING=1332744.9786

PROPOSED

X" PVC WATERLINE

STA. 0+00

1-X"xX"xX" D.I. ANCHOR TEE

STA. 0+00

1-X" GATE VALVE W/BOX & COVER

STA. 0+00

1-X" 45°D.I.M.J. BEND

STA.0+00

1-X" 22.5° D.I.M.J. BEND

STA. 0+00

1-X" 11.25° D.I.M.J. BEND

STA. 0+00

1-X" 90° D.I.M.J. BEND

INSTALL:

FIRE HYDRANT ASSEMBLY

SEE KLH STD. DTL. SD-2-050

CUT & CAP EXISTING X"

HYDRANT SERVICE LINE.

REMOVE HYDRANT

ASSEMBLY AND RETURN TO

OWNER

LOCATE AND

RECONNECT

x" WATER

SERVICE

STA. 0+00

1-X"xX"xX" D.I.M.J. TEE

LIMIT OF WORK

STA. 0+00

CONTRCTOR SHALL COORDINATE

WITH AUTHORITY FOR SHUT

DOWN OF THE EXISTING WATER

LINE AND CONNECTION OF THE

PROPOSED WATER LINE.

CONTRACTOR SHALL CUT & CAP

EXISTING X" WATER LINE

EXISTING X" WATERLINE

TO BE ABANDONED

1- X" xX "x

X" D

.I.

1- X"

W /B

O X

1- X"

5°

I.M

.J . B

1- X"

5° D

.I.

.J . B

1- X"

° D

.I.

.J . B

1- X"

0°

D .I.

M .J

. B

1- X" xX "x

X" D

.I.

.J . T

F W

E W

O R

N O

C O

N O

MAINTAIN A MIN. OF 4'-0" OF

COVER TO TOP OF PIPE

PROPOSED SANITARY FLAG

PROPOSED STORM FLAG

30 SCALE 20 SCALE

PROPOSED FLOW ARROWS

NORTHING=579079.1856

EASTING=1332297.2877

reducer valve

90° bend

45° bend 22.5° bend

11.25° bend tee coupling cap

GP GRINDER

PUMP

AIR RELEASE

MANHOLE

0+ 001+ 002+

2+ kennedy centerline

126012701280129013001310 126012701280129013001310

0+001+002+002+11 0+000+ culvert centerline

126012701280129013001310 126012701280129013001310

0+001+001+01

PROPOSED CONC.ENDWALL

MATCH EX. EL.

PROPOSED CONC.ENDWALL

MATCH EX. EL.

LF 15"

SLCPP

6" STOCKPILED STREAMBED

MATERIAL (USE R-4 CHOKED W/2A STONE IF NECESSARY)

1' THICK

2B STONE @ PIPE BOTTOM

1' THICK

2B STONE

PROPOSED REPAVEMENTAPPROX. 15' L X 17' W

MATCH EX. EL.

2A AGGREGATE WRAPPEDIN GEOTEXTILE

W/ DUMPED 2A ON TOP OF PIPEPER PENNDOT RC-30M

3.00'

10.00'10.00'

3.00'

PROPOSED

STREAM PROFILE

CLASS 4AGEOTEXTILE

18" #57 COARSEAGG. COMPACTED

(TYP.)

INV. = 1277.58MATCH EX. INV. = 1278.12MATCH EX.

PR. 36" SLCPPEL. = 1277.88

MATCH EX. EL.

PR. 38' ~ 36" SLCPP @ 1.42%

. 3

8' ~

P @ 1.4

BACKFILL HEADWALLSWITH NO. 57 AGGREGATE

R-6 ROCK WRAPPED IN

CLASS 4A GEOTEXTILE(DEPRESSED 6") TYP.

BACKFILL W/ 2B STONE TO

SPRINGLINE

PROPOSED OUTLET

PROTECTION (R-6 R

OCK)

PROPOSED INLET

PROTECTION (R-6 R

OCK)

CONTRACTOR TO MAINTAIN

DRIVEWAY ACCESS AT ALL TIMES

DURING CONSTR

UCTIO

CONNECT TO EXISTING

PIPE WITH FERNCO

CONNECTION

PROPOSED SLCPP (SMOOTH LIN

CORRUGATED POLYETHYLENE PIPE)

(REFER TO NOTE 16)

P R

O P

O S

E D

E P

A N

D P

R O

HORIZONTAL SCALE: 1"=10'

10' 20'010'

10' 0 10' 20'

VERTICAL SCALE: 1"=10'

M A

R M

A R

JWB

PLAN

SCALE: 1"=20'

Order No.

D es ig ne d B y:

C he ck ed B y:

A pp ro ve d

B y:

D at e:

Drawing No.

Sheet No.

C am pb el ls R un R oa d, S ui te

Pi tts bu rg h, P A

Ph on e:

Fa x:

.0 in fo kl he ng in ee rs .c om

K L H

E N

E E R

ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.

NOTE:

450-29

A ug us t 2

K E

N N

E D

Y R

O A

D C

E R

T R

E P

E M

E N

T C

O N

T R

A C

T N

O . 2

U T

C O

U N

T Y

, P E

N N

S Y

P R

O S

P E

C T

B O

R O

U G

H D ra w n B y:

D at e

Is su ed F or D at e

R ev is io ns

R el ea se d

Fo r B id

SCALE: 1"=20'

20' 40'020'

KENNEDY ROAD PROFILE

HORIZONTAL SCALE: 1"=10'

VERTICAL SCALE: 1"=10'

CULVERT PROFILE

HORIZONTAL SCALE: 1"=10'

VERTICAL SCALE: 1"=10'

GENERAL NOTES:

1. ALL WORK AND MATERIALS SHALL COMPLY WITH ALL TOWNSHIP/COUNTY REGULATIONS, CODES, AND O.S.H.A. STANDARDS

2. CONTRACTOR SHALL NOTIFY THE PENNSYLVANIA ONE CALL SYSTEM AT 1-800-242-1776 A

MINIMUM OF (3) DAYS PRIOR TO ANY EXCAVATION OR CONSTRUCTION.

3. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES

AND MAINTAIN UNINTERRUPTED SERVICE. ANY DAMAGE RESULTING FROM THE CONTRACTORS

FAILURE TO DO SO SHALL BE IMMEDIATELY AND COMPLETELY REPAIRED AT THE CONTRACTORS

EXPENSE. THE CONTRACTOR SHALL VERIFY THE LOCATION AND ELEVATION OF ALL EXISTING

UTILITIES AND SHALL NOTIFY THE OWNER AND DESIGN ENGINEER OF ANY CONFLICTS WITH THE

WORK AS DESIGNED.

4. THE SURVEYOR/ENGINEER MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN OR NOT SHOWN COMPRISE OF ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED.

THE SURVEYOR/ENGINEER FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES ARE IN THE EXACT LOCATION INDICATED. THE SURVEYOR/ENGINEER HAS NOT PHYSICALLY LOCATED ALL OF

THE UNDERGROUND UTILITIES SHOWN ON THIS PLAN.

5. ALL MATERIALS FURNISHED AND WORK COMPLETED SHALL BE IN ACCORDANCE WITH PENN DOT PUB.

408 AS AMENDED UNLESS OTHERWISE SPECIFIED.

6. CONTRACTOR SHALL PROVIDE ALL TRAFFIC CONTROL MEASURES IN ACCORDANCE WITH PA. DOT

CHAPTER 203 RULES AND REGULATIONS .

7. PIPE SHALL BE AS SHOWN ON APPROVED PLANS AND SHALL MEET THE FOLLOWING PENNSYLVANIA

DEPARTMENT OF TRANSPORTATION'S SPECIFICATION PUBLICATION 408/2016 SECTION 601.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS INCLUDING

STATE ROAD BONDING REQUIREMENTS IF NECESSARY TO CONSTRUCT THE PROJECT AND FOR

COMPLIANCE WITH ALL CURRENT PERMIT CONDITIONS FOR THE PROJECT.

9. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT

STRUCTURE IS WATERTIGHT.

10. THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ALL RUBBISH, TRASH, DEBRIS, AND ORGANIC MATERIAL IN A LAWFUL MANNER.

11. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN ANY PA DEP

REQUIRED PERMITS

12. THE CONTRACTOR IS ADVISED THAT ALL EXCAVATION IS CONSIDERED UNCLASSIFIED AND SHALL BE

RESPONSIBLE FOR ALL MEANS, METHODS, AND MATERIALS OF CONSTRUCTION TO COMPLETE

CONSTRUCTION AS DESIGNED. ADDITIONALLY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE OFF SITE DISPOSAL OF ANY AND ALL EXCESS OR UNSUITABLE MATERIAL UNABLE TO BE PLACED ON

SITE AND IMPORT OF ANY BORROW MATERIAL NECESSARY TO COMPLETE THE JOB.

13. WORK PERFORMED OUTSIDE OF PROJECT SCOPE SHALL BE CONSIDERED INCIDENTAL AND AT THE

EXPENSE OF CONTRACTOR.

14. CONTRACTOR MUST ALLOW OUTLETTING OF SUBGRADE DRAINS

15. CONTRACTOR TO COORDINATE CLOSURE OF ROAD WITH PROSPECT BOROUGH PRIOR TO

CONSTRUCTION COMMENCING

16. SLCPP ON PLANS DENOTES SMOOTH LINED CORRUGATED POLYETHYLENE PIPE. ALL PIPE AS SHOWN ON PLANS SHALL BE EQUAL TO PENNDOT GROUP 1 OR GROUP 2 THERMOPLASTIC PIPE OR ENGINEER

APPROVED EQUAL AND INSTALLED PER PENNDOT PUB. 408.

SCALE: 1" = 2000'

LOCATION MAP

AutoCAD SHX Text (Asphalt Surface)

AutoCAD SHX Text Asphalt Shoulder

AutoCAD SHX Text Gravel Shoulder

AutoCAD SHX Text Gravel Drive

AutoCAD SHX Text N/F Jessica M. & Jeffery D. Platt DBV Pg. Tax Parcel 490-S3-8-0000

AutoCAD SHX Text N/F Regis E. Kemper TRS Et Al DBV 1010 Pg. 0718 Tax Parcel 490-S3-7A-0000

AutoCAD SHX Text N/F Lucas H. & Shayna Wilhite DBV 2545 Pg. 0123 Tax Parcel 490-S3-7-0000

AutoCAD SHX Text Strm Pipe Outlet 15" Inv.El.=1281.62(In)

AutoCAD SHX Text Strm Pipe Outlet 15" Inv.El.=1280.25(In)

AutoCAD SHX Text Strm Inlet Top=1287.62 15" Inv.El.=1283.62(Out)

AutoCAD SHX Text R/W

AutoCAD SHX Text

AutoCAD SHX Text Edge of Asphalt

AutoCAD SHX Text Existing Grade Kennedy Road

AutoCAD SHX Text Existing Trib. 34968 to Crab Run

AutoCAD SHX Text Kennedy Road

AutoCAD SHX Text San Mh #xxxx Top=xxx.xx X" Inv.El.=xxx.xx(In) X" Inv.El.=xxx.xx(Out)

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AutoCAD SHX Text Strm Inlet Top=xxx.xx X" Inv.El.=xxx.xx(In) X" Inv.El.=xxx.xx(Out)

AutoCAD SHX Text Strm Pipe Inlet X" Inv.El.=xxx.xx(In)

AutoCAD SHX Text Strm Pipe Outlet X" Inv.El.=xxx.xx(Out)

AutoCAD SHX Text 2 Sty Brick Hse#555

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AutoCAD SHX Text Gravel Shoulder

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AutoCAD SHX Text N/F Jessica M. & Jeffery D. Platt DBV Pg. Tax Parcel 490-S3-8-0000

AutoCAD SHX Text N/F Regis E. Kemper TRS Et Al DBV 1010 Pg. 0718 Tax Parcel 490-S3-7A-0000

AutoCAD SHX Text N/F Michael G. McCall DBV 0967 Pg. 0257 Tax Parcel 490-S3-9-0000

AutoCAD SHX Text N/F Lucas H. & Shayna Wilhite DBV 2545 Pg. 0123 Tax Parcel 490-S3-7-0000

AutoCAD SHX Text N/F Robert W. & Alicia M. Roxbury Trust DBV Pg. Tax Parcel 490-S3-7B-0000

AutoCAD SHX Text N/F Jeff & Jamie Logan DBV Pg. Tax Parcel 490-S3-5A6A-0000

AutoCAD SHX Text Strm Pipe Outlet 15" Inv.El.=1281.62(In)

AutoCAD SHX Text Strm Pipe Outlet 15" Inv.El.=1280.25(In)

AutoCAD SHX Text Strm Inlet Top=1287.62 15" Inv.El.=1283.62(Out)

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AutoCAD SHX Text Approx. Location Storm Sewer Crossing

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MH #1

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AutoCAD SHX Text Approx. Location Storm Sewer Crossing

AutoCAD SHX Text Existing Grade Kennedy Road

AutoCAD SHX Text Existing Trib. 34968 to Crab Run

AutoCAD SHX Text Kennedy Road

AutoCAD SHX Text Existing CMP Culvert Pipe 36"Inv.El.=1277.58

AutoCAD SHX Text Existing CMP Culvert Pipe 36"Inv.El.=1278.12

AutoCAD SHX Text Items Identified with Mixed Case Text are Existing.

AutoCAD SHX Text S:\Active Clients\450 Prospect Borough\450-29 Kennedy Rd Culvert\Dwg\C450-29-002.dwg 8/16/2026 11:17 AM Plotted By: Michael Rizzo 8/16/2026 11:17 AM Plotted By: Michael Rizzo8/16/2026 11:17 AM Plotted By: Michael Rizzo Plotted By: Michael RizzoMichael Rizzo

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NO. PE093476

STANDARD END WALL

Not to scale Standard Detail SD-3-005

PLAN 3-005-A

COVER

RIP-RAP AS

REQUIRED.

SEE DWG.'S

PLAN 3-005-D

SECTION 3-005-C

12"

#4 @ 12"

(TYP.)4'

-0

M A

2' -0

12"

2' -0

4' -0

A X.

3" M

36" DIA. PIPE (MAX.)

#4 @ 12" (TYP.)

5'-0"

8'- 0"

12'-0"

30°

NOTES:

1" UNLESS OTERWISE NOTED.

FOR CONCRETE COVER OVER

CHAMFER ALL EXPOSED EDGES

REFER TO ACI 318 (LATEST REVISION)

TYPICAL BAR LAPS SHALL BE #4-20"

REINFORCING BARS.

UNLESS OTERWISE NOTED.

WALL DOWELS SHALL PARALLEL

SLAB REINFORCING

EL. VARIES

#4 @ 12"

(TYP.)

#4 @ 12"

(TYP.)

#4 @ 12"

(TYP.)

12"

SEE REINFORCING

PLAN 3-005-D

5- B

SECTION 3-005-B

5- B

3-005-C

May 2026

5313 Campbells Run Road, Suite 100

KLH ENGINEERS, INC.

Pittsburgh, PA 15205

Not to scale May 2026 Standard Detail SD-2-062

5313 Campbells Run Road, Suite 100

KLH ENGINEERS, INC.

Pittsburgh, PA 15205 REQUIREMENTS FOR

TRENCH BACKFILL AND

PAVEMENT REPLACEMENT

MUNICIPAL ROADS

SEAL ALL JOINTS

WITH EITHER BM-1

(MIN. 12" WIDE, TYP.)

OR J1 MATERIAL

GROUND

UNDISTURBED

BEARING ON

12" MINIMUM

TRENCH 12" MINIMUM

BEARING ON

GROUND

UNDISTURBED

REPLACEMENT WIDTH VARIES

LESS, SUPERPAVE WEARING COURSE

SHALL BE EXTENDED TO CURB

IF THIS DIMENSION IS 2'-0" OR

OR LIMIT OF PAVING

PER PA DOT SECTION 409,

NOTE:

DURING COLD WEATHER WHEN SUPERPAVE MATERIAL IS NOT AVAILABLE FROM THE

ASPHALT PLANTS, OR IF DIRECTED BY THE ENGINEER, THE TRENCH SHALL BE BACKFILLED

WITH 2RC SELECT MATERIAL TO AN ELEVATION WITHIN 3" OF THE ROAD SURFACE. THE

TRENCH SHALL THEN BE SURFACED WITH A TEMPORARY PATCH OF COLD PATCH

MATERIAL. AS SOON AS THE ASPHALT PLANTS OPEN IN THE SPRING, THE CONTRACTOR

SHALL REMOVE THE COLD PATCH AND 2RC MATERIALS AND SAW-CUT THE REQUIRED

BENCHES AND THE SUPERPAVE MATERIAL SHALL THEN BE PLACED AND SEALED. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE ON THE TEMPORARY

PATCH AND SHALL KEEP A SMOOTH RIDING SURFACE ON THE STREET.

* FOR CONCRETE SURFACED ROADWAYS, THE REQUIREMENTS OF

PA DOT PUBLICATION 408 ARE REQUIRED.

MIXTURE & DESIGN STANDARDS

REFERENCE SUPERPAVE

NOTE:

Existing Paved

Surface

Existing Paved

Surface

Existing Curb

EXISTING PAVING TO BE CUT

WITH NO UNEVEN EDGES

9.5 MM SUPERPAVE WEARING

COURSE

TRENCH SHALL BE BACKFILLED

WITH 2A LIMESTONE OR AASHTO/

PENNDOT NO. 2RC AGGREGATE

FROM ABOVE TOP OF PIPE ZONE.

25 MM SUPERPAVE BASE COURSE

19 MM SUPERPAVE BINDER COURSE

SEED MIX & SOWING RATE

MAR. thru MAY / AUG. thru SEPT.

ANYTIME EXCEPT SEPT. OR OCT.

MAR. thru MAY / AUG. thru SEPT.

RAW FINELY GROUND LIMESTONE @ 100 lbs. per 1000 sq. ft. APPLIED ONE WEEK BEFORE SEEDING

FERTILIZER- COMPLETE COMMERCIAL FERTILIZER WITH 5-10-5 ANALYSIS @ 50 lbs. per 1000 sq. ft.

OPEN FIELDS; CULTIVATED

OPEN FIELDS; NON-CULTIVATED PASTURE

SOIL CONDITIONERS REQUIRED FOR RESTORATION:

WOODS; SPARSE 100% RED FESCUE

SOW 36 lbs. per 1000 sq. yds.

100% ANNUAL RYEGRASS

SOW 9 lbs. per 1000 sq. yds.

100% TIMOTHY

RESTORATION CONDITION

ROADSIDE; MOWED

ROADSIDE; NON-MOWED

TEMPORARY COVER

LAWNS

BANK AREAS

80% KENTUCKY 31, FESCUE

SOW 21 lbs. per 1000 sq. yds.

50% KENTUCKY BLUEGRASS

30% PENNLAWN RED FESCUE

20% PERENNIAL RYEGRASS

45% BIRDSFOOT TREFOIL

55% ANNUAL RYEGRASS

SOW 9 lbs. per 1000 sq. yds.

SOW 21 lbs. per 1000 sq. yds.

20% PERENNIAL RYEGRASS

30% PENNLAWN RED FESCUE

50% KENTUCKY BLUEGRASS

20% PENNLAWN RED FESCUE

SOW 21 lbs. per 1000 sq. yds.

(% BY WEIGHT)

SOW 9 lbs. per 1000 sq. yds.

100% ANNUAL RYEGRASS

Not to scale May 2026 Standard Detail SD-2-090

5313 Campbells Run Road, Suite 100

KLH ENGINEERS, INC.

Pittsburgh, PA 15205

REQUIRED SURFACE

UNPAVED LOCATIONS

RESTORATION IN

CONTRACTOR IS RESPONSIBLE FOR ESTABLISHMENT OF ALL COVER CROPS

FIRST CUTTING OF MOWED AREAS TO BE COMPLETED BY CONTRACTOR

Not to scale May 2026 Standard Detail SD-3-001

5313 Campbells Run Road, Suite 100

KLH ENGINEERS, INC.

Pittsburgh, PA 15205

CONCRETE AND REINFORCING

STEEL NOTES

ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH AMERICAN CONCRETE INSTITUTE BUILDING CODE, ACI 318 (LATEST REVISION)

EXCEPT AS OTHERWISE NOTED ON THE DRAWINGS OR SPECIFICATIONS HEREAFTER.

SIZE AND SPACING OF REINFORCING IS NOTED AS FOLLOWS:

#4 @ 6"

(BAR SIZE) (SPACING)

KEYWAYS SHALL BE PROVIDED AT ALL CONSTRUCTION JOINTS IN ACCORDANCE WITH SD-3-003, UNLESS OTHERWISE NOTED. ALL KEYWAYS SHALL BE TYPE A. MINIMUM 1/8" x 6" STEEL OR PVC WATER STOPS SHALL BE PROVIDED IN ANY CONSTRUCTION JOINT BELOW THE LIQUID LEVEL FOR LIQUID CONTAINING OR LIQUID CONVEYING STRUCTURES AND BELOW GROUND WATER OR FLOOD LEVEL FOR ALL EXTERIOR BASEMENT AND TUNNEL WALLS. BUTTING OR LAPPING JOINTS OF PLATES SHALL BE CONTINUOUSLY WELDED AT POINT OF JOINTURE TO PROVIDE A CONTINUOUS WATER STOP FOR ITS ENTIRE LENGTH.

STRESS STEEL IS ALWAYS SHOWN NEXT TO THE SURFACE AND SHOULD BE PLACED WITH THE MINIMUM CONCRETE COVER IN

ACCORDANCE WITH ACI 318 (LATEST REVISION) OR AS FOLLOWS:

(A) CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ___ 3" MINIMUM COVER

(B) FORMED CONCRETE EXPOSED TO EARTH, WATER OR WEATHER:

ALL BARS _________________________________________ 2" MINIMUM COVER

SLABS AND WALLS ____________________________________________ 3/4" MINIMUM COVER

BEAMS, GIRDERS, COLUMNS ____________________________________ 1 1/2" MINIMUM COVER

ALL SPLICES IN REINFORCING SHALL CONFORM TO THE FOLLOWING TABLE AND THE REQUIREMENTS OF ACI 318 (LATEST REVISION).

MINIMUM SPLICE LENGTH MINIMUM SPLICE LENGTH

BAR SIZE BEAM, SLABS, AND WALLS COLUMNS

(A) TOP BAR SPLICE LENGTH TO BE 1.4 TIMES THOSE GIVEN.

(B) IF SPLICES OCCUR AT THE POINT OF MAXIMUM STRESS THEY MUST BE STAGGERED.

ALL HOOKS AND BENDS SHALL CONFORM TO ACI CODE 318 (LATEST REVISION) AS SHOWN IN ITS "MANUAL OF STANDARD PRACTICE FOR

DETAILING REINFORCED CONCRETE STRUCTURES" (LATEST REVISION).

UNLESS OTHERWISE INDICATED ON THE DRAWINGS, THE CORNERS OF ALL OPENINGS IN CONCRETE WALLS OR SLABS SHALL BE REINFORCED WITH #6 x 5'- 0" LONG BARS PLACED DIAGONALLY TO EACH CORNER OF THE OPENING. ROUND OPENINGS SHALL BE REINFORCED WITH #6 BARS BENT TO CONFORM TO THE SHAPE OF THE OPENING. FOR SLABS OR WALLS LESS THAN 8" THICK, SUCH REINFORCING SHALL CONSIST OF ONE BAR AND FOR SLABS OR WALLS 8" OR GREATER IN THICKNESS, REINFORCING SHALL CONSIST OF BARS ON EACH FACE.

UNLESS OTHERWISE DETAILED, SLABS ON GRADE SHALL BE REINFORCED WITH 6" x 6" - W2.9 x W2.9, WELDED WIRE FABRIC AND #4 x 3'-0" AT 12". PERIMETER BARS SHALL BE INSTALLED IN THE SLAB PERPENDICULAR TO ALL DISCONTINUOUS EDGES.

ALL EXPOSED EDGES OF CONCRETE WALLS SHALL BE BEVELED 3/4" UNLESS OTHERWISE NOTED.

CONSTRUCTION JOINTS SHALL BE LOCATED AS SHOWN ON THE DRAWINGS. ADDITIONAL JOINTS SHALL BE INSTALLED, HOWEVER, AS

NECESSARY TO MEET THE FOLLOWING REQUIREMENTS:

MAXIMUM DIMENSION

OF POUR

(A) WALL WITH STRAIGHT RUNS GREATER THAN 20'-0"

(B) SLABS ON GRADE (12" OR GREATER)

(D) SLABS SUPPORTED ON BEAMS OR WALLS

10.

25" 15" #5 31" 19" #6 38" 23" #7 54" 27" #8 62" 36" #9 75" 44" #10 95" 56" #11 117" 69"

30'-0" 50'-0" 20'-0" 20'-0"

EQUIPMENT PADS SHALL BE DOWELED INTO CONCRETE FLOOR SLABS WITH ONE #6 DOWEL FOR EVERY SQUARE FOOT OF PAD SURFACE.11.

MINIMUM HORIZONTAL PAD REINFORCING SHALL BE #4 @ 12", TOP, EACH WAY.

NOTE:

CONTRACTOR TO CORE DRILL HOLES

FOR CONNECTIONS FOR EXISTING PIPE

AND GROUT AROUND PIPE TO ENSURE

WATERTIGHT CONNECTION TO

HEADWALL

15" SLCPP WITH PERFORATIONS

EXISTING ROADWAY

SURFACE

ON TOP AND SIDES

2B DRAINAGE STONE

TIE TO EXISTING SLOPE

2:1 MAX

CLASS 4A GEOTEXTILE

2.75'

Not to scale

5313 Campbells Run Road, Suite 100

KLH ENGINEERS, INC.

Pittsburgh, PA 15205

PIPE TRENCHING DETAIL

(ALONG KENNEDY ROAD) DT1

D E

T A

Order No.

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C am pb el ls R un R oa d, S ui te

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AutoCAD SHX Text S:\Active Clients\450 Prospect Borough\450-29 Kennedy Rd Culvert\Dwg\DT450-29-001.dwg 8/13/2026 11:01 AM Plotted By: Josh Wohar 8/13/2026 11:01 AM Plotted By: Josh Wohar8/13/2026 11:01 AM Plotted By: Josh Wohar Plotted By: Josh WoharJosh Wohar

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REGISTERED

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PROFESSIONAL

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MICHAEL A. RIZZO

AutoCAD SHX Text

NO. PE093476

BrB

HaC TaB

HaD

TaB

Trib. 34968 to Crab Run

0+00 1+00 2+002+00

0+89

270 LF 15" SLCPP

. 3

LOD

LOD LOD LOD LOD LODLOD

LOD

LOD LOD LOD LOD

LOD

LOD LOD

LOD

PROP. SOIL

STOCKPILE

TEMP. STREAMBED

MATL STOCKPILE

CONTRACTOR TO PROTECT

HOSE DURING CONSTRUCTION

PROP. CONC.

WASHOUT

ROCK

CONSTRUCTION

ENTRANCE

CS-12

CS-12 CS-12

CS-12

ESC1

E R

O S

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PLAN

SCALE: 1"=20'

Order No.

D es ig ne d B y:

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Drawing No.

Sheet No.

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SCALE: 1"=20'

20' 40'020'

STANDARD E&S NOTES:

1. All earth disturbances, including clearing and grubbing as well as cuts and fills shall be done in accordance with the approved E&S plan. A copy of the approved drawings (stamped, signed and dated by the reviewing agency) must be available at the project site at all times. The reviewing agency shall be notified of any changes to the approved plan prior to implementation of those changes. The reviewing agency may require a written submittal of those changes for review and approval at its discretion. The reviewing agency for the E&S plan is the PA DEP Southwest Regional Office.

2. At least 7 days prior to starting any earth disturbance activities, including clearing and grubbing, the owner and/or operator shall invite all contractors, the landowner, appropriate municipal officials, the E&S plan preparer, a representative from the local PA DEP Southwest Regional Office, and a representative from the local conservation district to an on-site preconstruction meeting.

3. At least 3 days prior to starting any earth disturbance activities, or expanding into an area previously unmarked, the Pennsylvania One Call System Inc. shall be notified at 1-800-242-1776 for the location of existing underground utilities.

4. All earth disturbance activities shall proceed in accordance with the sequence provided on the plan drawings. Deviation from that sequence must be approved in writing from the PA DEP Southwest Regional Office or the Butler County Conservation District prior to implementation.

5. Areas to be filled are to be cleared, grubbed, and stripped of topsoil to remove trees, vegetation, roots and other objectionable material.

6. Clearing, grubbing, and topsoil stripping shall be limited to those areas described in each stage of the construction sequence. General site clearing, grubbing and topsoil stripping may not commence in any stage or phase of the project until the E&S BMPs specified by the BMP sequence for that stage or phase have been installed and are functioning as described in this E&S plan.

7. At no time shall construction vehicles be allowed to enter areas outside the limit of disturbance boundaries shown on the plan maps. These areas must be clearly marked and fenced off before clearing and grubbing operations begin.

8. Topsoil required for the establishment of vegetation shall be stockpiled at the location(s) shown on the plan maps(s) in the amount necessary to complete the finish grading of all exposed areas that are to be stabilized by vegetation. Each stockpile shall be protected in the manner shown on the plan drawings. Stockpile heights shall not exceed 35 feet. Stockpile slopes shall be 2H:1V or flatter.

9. Immediately upon discovering unforeseen circumstances posing the potential for accelerated erosion and/or sediment pollution, the operator shall implement appropriate best management practices to minimize the potential for erosion and sediment pollution and notify the local conservation district and/or the regional office of the Department.

10. All building materials and wastes shall be removed from the site and recycled or disposed of in accordance with the Department's Solid Waste Management Regulations at 25 Pa. Code 260.1 et seq., 271.1, and 287.1 et. seq. No building materials or wastes or unused building materials shall be burned, buried, dumped, or discharged at the site.

11. All off-site waste and borrow areas must have an E&S plan approved by the Butler County Conservation District or the Department fully implemented prior to being activated.

12. The contractor is responsible for ensuring that any material brought on site is clean fill. Form FP-001 must be retained by the property owner for any fill material affected by a spill or release of a regulated substance but qualifying as clean fill due to analytical testing.

13. All pumping of water from any work area shall be done according to the procedure described in this plan, over undisturbed vegetated areas.

14. Vehicles and equipment may neither enter directly nor exit directly from the public road.

15. Until the site is stabilized, all erosion and sediment BMPs shall be maintained properly. Maintenance shall include inspections of all erosion and sediment BMPs after each runoff event and on a weekly basis. All preventative and remedial maintenance work, including clean out, repair, replacement, regrading, reseeding, remulching and renetting must be performed immediately. If the E&S BMPs fail to perform as expected, replacement BMPs, or modifications of those installed will be required.

16. A log showing dates that E&S BMPs were inspected as well as any deficiencies found and the date they were corrected shall be maintained on the site and be made available to regulatory agency officials at the time of inspection.

17. Sediment tracked onto any public roadway or sidewalk shall be returned to the construction site by the end of each work day and disposed in the manner described in this plan. In no case shall the sediment be washed, shoveled, or swept into any roadside ditch, storm sewer, or surface water.

18. All sediment removed from BMPs shall be disposed of in the manner described on the plan drawings.

19. Areas which are to be topsoiled shall be scarified to a minimum depth of 3 to 5 inches -- 6 to 12 inches on compacted soils -- prior to placement of topsoil. Areas to be vegetated shall have a minimum 4 inches of topsoil in place prior to seeding and mulching. Fill outslopes shall have a minimum of 2 inches of topsoil.

20. All fills shall be compacted as required to reduce erosion, slippage, settlement, subsidence or other related problems. Fill intended to support buildings, structures and conduits, etc. shall be compacted in accordance with local requirements or codes.

21. All earthen fills shall be placed in compacted layers not to exceed 9 inches in thickness.

22. Fill materials shall be free of frozen particles, brush, roots, sod, or other foreign or objectionable materials that would interfere with or prevent construction of satisfactory fills.

23. Frozen materials or soft, mucky, or highly compressible materials shall not be incorporated into fills.

24. Fill shall not be placed on saturated or frozen surfaces.

25. Seeps or springs encountered during construction shall be handled in accordance with the standard and specification for subsurface drain or other approved method.

26. All graded areas shall be permanently stabilized immediately upon reaching finished grade. Cut slopes in competent bedrock and rock fills need not be vegetated. Seeded areas within 50 feet of a surface water, or as otherwise shown on the plan drawings, shall be blanketed according to the standards of this plan.

27. Immediately after earth disturbance activities cease in any area or subarea of the project, the operator shall stabilize all disturbed areas. During non-germinating months, mulch or protective blanketing shall be applied as described in the plan. Areas not at finished grade, which will be reactivated within 1 year, may be stabilized in accordance with the temporary stabilization specifications. Those areas which will not be reactivated within 1 year shall be stabilized in accordance with the permanent stabilization specifications.

28. Permanent stabilization is defined as a minimum uniform, perennial 70% vegetative cover or other permanent non-vegetative cover with a density sufficient to resist accelerated erosion. Cut and fill slopes shall be capable of resisting failure due to slumping, sliding, or other movements.

29. E&S BMPs shall remain functional as such until all areas tributary to them are permanently stabilized or until they are replaced by another BMP approved by the local conservation district or the Department.

30. Upon completion of all earth disturbance activities and permanent stabilization of all disturbed areas, the owner and/or operator shall contact the PA DEP Southwest Regional Office for an inspection prior to removal/conversion of the E&S BMPs.

31. After final site stabilization has been achieved, temporary erosion and sediment BMPs must be removed or converted to permanent BMPs. Areas disturbed during removal or conversion of the BMPs shall be stabilized immediately. In order to ensure rapid revegetation of disturbed areas, such removal/conversions are to be done only during the germinating season.

32. Upon completion of all earth disturbance activities and permanent stabilization of all disturbed areas, the owner and/or operator shall contact the local conservation district to schedule a final inspection.

33. Failure to correctly install E&S BMPs, failure to prevent sediment-laden runoff from leaving the construction site, or failure to take immediate corrective action to resolve failure of E&S BMPs may result in administrative, civil, and/or criminal penalties being instituted by the Department as defined in Section 602 of the Pennsylvania Clean Streams Law. The Clean Streams Law provides for up to $10,000 per day in civil penalties, up to $10,000 in summary criminal penalties, and up to $25,000 in misdemeanor criminal penalties for each violation.

STAGING OF CONSTRUCTION ACTIVITIES:

Prior to earth disturbance in any area insure that the appropriate erosion and sediment pollution controls are in place and functioning properly.

Prior to clearing and grubbing activities; construction of the roadway excavation and embankment areas install the following erosion and sediment pollution control bmps:

1. Stake limits of disturbance.

2. Install the rock construction entrance and compost filter sock as shown on the E&S plans.

3. Install temporary bypass and pumped water filter bags for installation of proposed culvert.

4. Install diversion devices and temporary stream bypass pipe for the construction of the culvert.

5. Begin construction of the culvert and roadway excavation and embankment areas.

6. Stockpile natural stream bed material for placement after culvert is constructed.

7. After construction of the proposed culvert is complete, stabilize site.

8. Do not remove any E&S facilities until the area tributary to those facilities is permanently stabilized and has achieved a uniform 70% perennial vegetative cover with density sufficient to resist accelerated erosion and removal of the facility is approved by the representative.

E&S LEGEND:

12" COMPOST FILTER SOCK

PUMP

PUMPED WATER FILTER BAG

ROCK FILTER

TEMP. OUTLET PROTECTION

R-5 ROCK (10'X10')

CONCRETE WASHOUT

ROCK CONSTRUCTION

ENTRANCE

SANDBAG COFFERDAM

M A

R M

A R

JWB

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AutoCAD SHX Text N/F Jessica M. & Jeffery D. Platt DBV Pg. Tax Parcel 490-S3-8-0000

AutoCAD SHX Text N/F Regis E. Kemper TRS Et Al DBV 1010 Pg. 0718 Tax Parcel 490-S3-7A-0000

AutoCAD SHX Text N/F Lucas H. & Shayna Wilhite DBV 2545 Pg. 0123 Tax Parcel 490-S3-7-0000

AutoCAD SHX Text Strm Pipe Outlet 15" Inv.El.=1281.62(In)

AutoCAD SHX Text Strm Pipe Outlet 15" Inv.El.=1280.25(In)

AutoCAD SHX Text Strm Inlet Top=1287.62 15" Inv.El.=1283.62(Out)

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AutoCAD SHX Text S:\Active Clients\450 Prospect Borough\450-29 Kennedy Rd Culvert\Dwg\ESC450-29-001.dwg 8/13/2026 11:02 AM Plotted By: Josh Wohar 8/13/2026 11:02 AM Plotted By: Josh Wohar8/13/2026 11:02 AM Plotted By: Josh Wohar Plotted By: Josh WoharJosh Wohar

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REGISTERED

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MICHAEL A. RIZZO

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1.0 GENERAL STATEMENT OF PROJECT

1.1 General Description of the Development .

This plan proposes the installation of a 36” Culvert pipe located along Kennedy Road in Prospect Borough, Butler County, PA. The limits of disturbance for the project are 0.28 Acres and are annotated on the plans.

1.2 Stormwater Handling

This plan proposed the replacement of a 36” Corrugated Metal Pipe with a 36” Smooth Lined Corrugated Plastic Pipe depressed 6” below the streambed.

1.3 General Description of Accelerated Erosion Control

Accelerated erosion, which may occur during construction, will be minimized by the strategic placement of erosion control Best Management Practices, and carefully phased and sequenced temporary ground cover. All rough grading activities and the construction of all improvements are typically confined to a six-month construction period. Temporary stabilization will be provided for each segment of grading or otherwise disturbed land by seeding and mulching. As construction is completed, each segment will be permanently stabilized with perennial vegetation.

1.4 General Description of Sedimentation Control

To prevent silt from being transported off the project site, physical barriers will be constructed as shown on the plans. All silt laden runoff will be directed to an E&S BMP prior to discharge from the site during construction. See Temporary Control Measures and Facilities in the narrative or on the plan sheets.

1.5 Time Schedule for the Development

The project will be completed in one phase, and will include the establishment of erosion control components, installation of the pipe culvert and headwall, and reconstruction of the roadway surface.

2.0 EXISTING AND PROPOSED TOPOGRAPHIC FEATURES

2.1 Location

The project is located on Kennedy Road in the Borough of Prospect, Butler County, PA.

The site is located approximately 900 feet from the intersection of Kennedy Road and Crownhill Road.

2.2 Contour Interval

A topographic map of the existing project site was derived from aerial photogrammetry and field survey. Contours and scale are as shown on the drawings. The project area has been used as a road for used 30 years.

2.3 & 2.4 Boundary Lines and Acreage The 0.28 acre limit of disturbance is bounded all sides by an open field.

2.5 Water on site

There are no wetlands located within the proposed development area.

2.6 Physical Features

The plan is drawn at a scale of 1-inch equals 20 feet with the north arrow shown.

3.0 SOIL TYPES

3.1 Soil Names

The soils map on page 4 of the narrative and shown on the plan indicates that there is one (1) type of soils located on the site:

Fa Fluvaquents, loamy B/D

The soils do not include hydric components according to the hydric soils list of Butler County.

Soil limitations/resolutions are included on the plan drawings. A Geotechnical Engineer should be employed during the earthmoving and construction phases of this project to inspect and certify cuts and fills as well as other infrastructure and development features.

There are no known geological formations with the potential to cause an increase in pollution discovered during the plan preparation.

3.2 Physical Characteristics & Limitations

A summary of the physical limitations is included in the plan drawings and a soils report from the USDA Web Soil Survey is included in Appendix B of E&S narrative.

4.0 PROPOSED ALTERATION TO AREA

4.1 Tree Coverage

The project area contains limited tree coverage.

4.2 Areas of Cut and Fill

It is anticipated that this project will have excess excavation which will need to be taken to a properly permitted PADEP site. The material waste will consist of soil, rock, iron pipe, and relatively small amounts of concrete and asphalt. All material entering or leaving the site is to be inspected and certified as clean using PA DEP Form FP-001-Certification of Clean Fill.

4.3 Development Area

Approximately 0.28-acres are expected to be disturbed as shown on the plan drawings.

4.4 Stormwater Control Facilities

The project will include the installation of a 36 inch pipe culvert depressed 6 inches below the proected inlet depressed 6” below the streambed.

4.5 Existing and Final Contours

All proposed changes to the land surface are depicted on the enclosed site plan. Existing elevations are depicted on the enclosed site plan. Existing elevations are represented as dashed contour lines and are provided at two-foot intervals. All proposed cuts and fills are represented as solid contour lines and are provided at regular intervals. All proposed temporary sedimentation control facilities are shown on the enclosed site plan.

5.0 RUNOFF FROM PROJECT AREA

The site is located adjacent to an UNT to Crab Run, CWF in Title 25, Chapter 93.

6.0 STAGING THE EARTHMOVING ACTIVITIES

(A sequence of BMP installation and removal in relation to the scheduling of Earth disturbance activity, prior to, during and after disturbance activities.)

A pre-construction meeting is required prior to commencing work.

All BMP's must utilize ABACT details and notes.

6.1 Survey stakeout for the following:

(a)Location of all Temporary E&S Facilities

(b) Limit of Disturbance ( 0.28 Ac)

6.2 Install the Rock Construction Entrance- All construction equipment and material will be delivered to the site via this entrance.

6.3 Install Compost Filter Sock, Temporary Pump Bypass, and Concrete Washout - Install as shown on plans. Note: Temporary bypass for UNT to Crab Run must be listed to 10 days.

6.4 Clear & Grub - Clear and grub in area of earthwork activities for proposed development.

All debris to be removed or disposed of in approved manner as required. No trees or other organics are to be buried onsite.

6.5 Topsoil - Strip topsoil in the area of construction, stockpile in areas directed on site. All stockpile areas on site must be approved by the Butler County Conservation District and the engineer.

6.6 Install Pumped Water Filter Bag - Install as shown on plans

6.7 Excavate Existing Roadway and Headwalls - Excavate roadway and headwalls as shown on plans

6.8 Commence placement of Pipe and Headwalls - As shown on plans

6.9 Place roadway surface - As shown on plans

6.10 Topsoil onto Finished Areas- Upon completion of construction activities, topsoil is to be spread evenly across finished areas, and permanent seed and mulch applied to achieve vegetative stabilization.

6.11 Final Phase - When the project is complete, remove the temporary Erosion and Sediment Controls as follows:

- During this removal process, fertilize, seed and mulch disturbed areas per permanent seeding specifications. If vegetative growth is not established within twenty (20) days, reseed immediately.

- Remove all Temporary E&S Facilities.

- Seed and mulch any remaining disturbed areas after all of the temporary erosion and sediment controls have been removed.

6.12 Fill materials for this site must be certified clean and have an environmental due diligence performed before fill material can be transferred on site to ensure the material is free of any environmental issues.

7.0 TEMPORARY CONTROL MEASURES AND FACILITIES

7.1 Purpose

The purpose for these control measures is to prevent…

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