3-03 - (2026-04-16) Coatesville Inlet Replacements Bid Set.pdf

PDF 8 MB Posted Apr 17, 2026

Attached to: Coatsville Inlet Repair and Replacement Project
Solicitation number: Not on record
Issued by: Chester County, Pennsylvania

About this file

Written by GovTribe AI · Apr 28, 2026

This is a bid set document prepared by Carroll Engineering Corporation for the City of Coatesville's Inlet Repair and Replacement Project located in Chester County, Pennsylvania. The project consists of the repair and replacement of twenty-eight stormwater inlet structures at various locations throughout the city, including inlet grates, tops, risers, and boxes. The work scope encompasses the replacement of approximately 125 linear feet of existing storm pipe with 15-inch HDPE storm sewer pipe, repair of a 42-inch diameter brick pipe section, and incidental concrete curb and pavement restoration (temporary and permanent). The project locations are distributed across multiple intersections including 2nd Avenue & East Chestnut Street, East Chestnut Street & East Diamond Street, Harmony Street & Pennsylvania Avenue, Chester Avenue & Palmer Avenue, South 8th Avenue & Stirling Street, Harlan Drive, North 5th Avenue & East Chestnut Street, North 10th Avenue & Stirling Street, and Penrose Lane & Olive Street. Sealed bids are due online via PennBid by 11:00 A.M. prevailing time on Monday, May 18, 2026, with bids to be opened and posted online the same day.

The project is partially funded by the Chester County Department of Community Development under the Chester County Community Revitalization Program (CRP), which obligates the owner to specific compliance requirements to receive CRP reimbursement proceeds. The successful bidder must comply with the Pennsylvania Prevailing Wage Act and pay no less than the PA Labor & Industry wage rates as determined for the project and stated in the contract documents. Award will be made to the lowest responsible bidder; however, the owner reserves the right to reject any or all bids on any basis and waive any informality in the bidding process as permitted by law. The bid package includes required forms for bidder qualifications and contract documents, all available through PennBid. Construction details, traffic control details, and erosion and sediment control details are provided in the technical specifications, along with standard E&S plan notes and utility line trench excavation requirements to ensure compliance with Pennsylvania's Clean Streams Law and local conservation district standards.

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Other files

File	Type	Posted
2-01 - 251051 400 FRONT END DOCUMENTS.pdf	PDF	Apr 17, 2026
1-02- 251051 400 TECHNICAL SPECS.pdf	PDF	Apr 17, 2026

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630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406

Phone: 610-572-7093

433 Lancaster Avenue, Suite 200 Malvern, PA 19355

Phone: 610-489-5100

Carroll Engineering Corporation www.carrollengineering.com

949 Easton Road Warrington, PA 18976 Phone: 215-343-5700

Fax: 215-343-0875

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

NORTH

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SITUATED IN:

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PREPARED FOR:

AutoCAD SHX Text COPYRIGHT - CARROLL ENGINEERING CORPORATION - ALL RIGHTS RESERVED - THESE DOCUMENTS WERE PREPARED BY, AND ARE OWNED BY, CARROLL ENGINEERING CORPORATION; AND AS SUCH, REPRESENT INSTRUMENTS OF PROFESSIONAL SERVICE WITH RESPECT TO THE PROJECT FOR WHICH THEY WERE SPECIFICALLY DESIGNED AND TO THE LISTED CLIENT AND/OR APPLICANT. THE DOCUMENTS AND INFORMATION ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY THE LISTED CLIENT/APPLICANT, OR BY OTHERS, ON EXTENSIONS OR MODIFICATION OF THE PROJECT OR ANY OTHER PROJECT. THE REPRODUCTION OF A COPY OF THESE PLANS, OR REUSE OF THESE DOCUMENTS, AND/OR THE COPYING OF ANY PORTION OF INFORMATION SHOWN ON THESE PLANS IS NOT PERMITTED AND IN NO CIRCUMSTANCE WILL BE APPROVED WITHOUT AN ASSIGNMENT OF COPYRIGHT PRIVILEGES. VIOLATION OF THIS RESTRICTION SHALL BE CONSIDERED A VIOLATION OF THE PROFESSIONAL CODE OF ETHICS AND A THEFT OF CORPORATE ASSETS, BOTH OF WHICH SHALL BE PROSECUTED TO THE FULLEST EXTENT OF CURRENT STATUTES. IN THE EVENT OF ANY UNAUTHORIZED USE, THE PERSON INITIATING THE USE SHALL ACCEPT ALL RESPONSIBILITY, BOTH FOR COPYRIGHT VIOLATION AND PROFESSIONAL LIABILITY, FOR ANY CLAIMS, DAMAGES, LOSSES, AND EXPENSES ARISING FROM THE UNAUTHORIZED REPRODUCTION, MISUSE, OR MISAPPROPRIATION OF THESE DOCUMENTS OR INFORMATION SHOWN ON SAID DOCUMENTS.

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PREPARED BY:

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CHESTER, PENNSYLVANIA 19320

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1 CITY HALL PLACE

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CITY OF COATESVILLE

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CHESTER COUNTY, PENNSYLVANIA

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CITY OF COATESVILLE

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INLET REPAIR AND REPLACEMENT PROJECT

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CITY OF COATSVILLE

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PENNSYLVANIA ONE CALL SYSTEM, INC.

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DAYS IN DESIGN STAGE-STOP CALL

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CONSTRUCTION PHASE AND 10 WORKING

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3 WORKING DAYS NOTICE FOR

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PENNSYLVANIA LAW REQUIRES

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CALL BEFORE YOU DIG!

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ACT 287 - LIST OF UNDERGROUND USERS

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USER'S NAME:

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ADDRESS:

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CONTACT INFORMATION:

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CITY OF COATESVILLE

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1 CITY HALL PL

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(484) 889-0397

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COATESVILLE, PA 19320

AutoCAD SHX Text jscott@coatesville.org

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ATTN: JULIUS SCOTT

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COMCAST

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1250 HADDONFIELD-BERLIN ROAD

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(484) 368-4391

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CHERRY HILL, NJ 08034

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WYATT_PARRISH@CABLE.COMCAST.COM

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ATTN: WYATT PARRISH

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PECO AN EXELON COMPANY

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C/O USIC

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(484) 681-5720

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450 S HENDERSON ROAD SUITE B

AutoCAD SHX Text nikkiasimpkins@usicllc.com

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KING OF PRUSSIA, PA 19406

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ATTN: NIKKIA SIMPKINS

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PENNSYLVANIA AMERICAN WATER

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100 CHESHIRE COURT SUITE 104

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(610) 842-9111

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COATESVILLE, PA 19320

AutoCAD SHX Text george.thomas@amwater.com

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ATTN: GEORGE THOMAS

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PENNSYLVANIA AMERICAN WATER

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100 CHESHIRE COURT SUITE 104

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(610) 384-2872

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COATESVILLE, PA 19320

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JAMES.KELLY@AMWATER.COM

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ATTN: JAMES KELLY

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VERIZON BUISNESS FORMERLY MCI

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7000 WESTON PARKWAY

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(919) 414-2782

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CARY, NC 27513

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ATTN: VICTOR WOOD

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INDEX OF DRAWINGS

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SHEET NO.

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DWG NO.

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SHEET TITLE

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COVER SHEET

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2ND AVENUE & EAST CHESTNUT STREET

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EAST CHESTNUT STREET & EAST DIAMOND STREET

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HARMONY STREET & PENNSYLVANIA AVENUE

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CHESTER AVENUE, HARMONY STREET & PALMER AVENUE

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SOUTH 8TH AVENUE & STIRLING STREET

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HARLAN DRIVE

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N. 5TH AVENUE & E. CHESTNUT STREET

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N. 10TH AVENUE & STIRLING STREET N. 12TH & STIRLING N. 12TH & STIRLING STREET

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AutoCAD SHX Text PENROSE LANE & OLIVE STREET WOODLAND AVENUE & OLIVE WOODLAND AVENUE & OLIVE STREET

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CONSTRUCTION DETAILS

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TRAFFIC CONTROL DETAILS

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CJ-501

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EROSION & SEDIMENT CONTROL DETAILS

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CJ-502

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EROSION & SEDIMENT CONTROL NOTES

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SERIAL NUMBER: 20243162351

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PROJECT SITES

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LOCATION MAP

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SCALE: 1"=2000'

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SOILS LEGEND:

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SYMBOL

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SOIL TYPE

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URBAN LAND-CONESTOGA COMPLEX

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8%%% TO 25%%% SLOPES

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URBAN LAND-UDORTHENTS,

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LIMESTONE COMPLEX

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0%%% TO 8%%% SLOPES

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E&S LEGEND:

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LIMIT OF EARTH DISTURBANCE

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COMPOST FILTER SOCK

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EXISTING FEATURES LEGEND:

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SOILS DELINEATOR

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DECIDUOUS TREE

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UTILITY POLE W/GUY WIRE

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TYPE "M" INLET

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STORM SEWER

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UTILITY POLE

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WATER VALVE

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FIRE HYDRANT

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WATER MAIN

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SANITARY SEWER

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SANITARY MANHOLE

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CONTOURS

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PROPERTY LINE

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FENCE

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SIGN POSTS

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GAS LINE

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UNDERGROUND ELECTRIC LINE

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WATER SERVICE LINE

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CURB LINE

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GAS VALVE

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TYPE "C" INLET

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STREET SIGN

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SLAT

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SANITARY SEWER LATERAL

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GAS SERVICE

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DIRECTION OF FLOW

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RIGHT-OF-WAY LINE

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OHW

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PROPOSED FEATURES LEGEND:

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TYPE "M" INLET

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STORM SEWER

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TYPE "C" INLET

NORTH

Carroll Engineering Corporation

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

433 Lancaster Avenue, Suite 200 Malvern, PA 19355 Phone: 610-489-5100

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CONC CURB

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SIDEWALK

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GRASS

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CHAIN LINK FENCE

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DEP CURB (TYP.)

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CONC CURB

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WINDOW WELL

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WINDOW WELL

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CONC. CURB

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CONC CURB

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BUILDING

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BITUMINOUS CONCRETE

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BITUMINOUS CONCRETE

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15" RCP

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18" RCP

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8" HDPE

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LANDS N/L GORHAM PROPERTIES LLC PARCEL ID 16-5-158 28 NORTH SECOND AVENUE

AutoCAD SHX Text LANDS N/L NORTH SECOND AVENUE LTD PARTNERSHIP PARCEL ID 16-5-38.1 155 EAST CHESTNUT STREET

AutoCAD SHX Text LANDS N/L APOLLO PROPERY MANAGEMENT GROUP LLC PARCEL ID 16-5-64 201 EAST CHESTNUT STREET

AutoCAD SHX Text LANDS N/L CHESTER COUNTY REDEVELOPMENT 1 LLC PARCEL ID 16-5-176 23 NORTH SECOND AVENUE

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LEGAL ROW

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LEGAL ROW

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(TO REMAIN)

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(TO BE REMOVED)

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(TO REMAIN)

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(TO REMAIN)

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PAVEMENT RESTORATION 88± SY

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8" HDPE (TO BE REMOVED)(TO BE REMOVED)

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12" CMP (TO BE REMOVED)(TO BE REMOVED)

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(TO REMAIN)

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REPLACE ABUTTING CONCRETE CURB TO NEAREST JOINT (APPROX. 5' EACH SIDE)

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INITIALS

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DESCRIPTION

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DATE

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AutoCAD SHX Text CITY OF COATESVILLE INLET REPAIR AND REPLACEMENT PROJECT SITUATED IN CITY OF COATESVILLE, CHESTER COUNTY, PENNSYLVANIA PREPARED FOR CITY OF COATESVILLE 1 CITY HALL PLACE COATESVILLE, PENNSYLVANIA 19320

AutoCAD SHX Text 24-1508.002

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CADD FILE

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DRAWING NUMBER

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AS SHOWN

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2ND AVENUE & EAST CHESTNUT STREET

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PROFILE

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EAST CHESTNUT STREET

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NORTH 2ND AVENUE

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EAST CHESTNUT STREET

Carroll Engineering Corporation

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

433 Lancaster Avenue, Suite 200 Malvern, PA 19355 Phone: 610-489-5100

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15" RCP

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15" RCP

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CONC CURB

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CONC CURB

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SIDEWALK

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BITUMINOUS CONCRETE

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42" BRICK

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52" BRICK

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LANDS N/L ERVIN J FISHER PARCEL ID 16-6-162 30 NORTH FIFTH AVENUE

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LANDS N/L LMK REALTY INVESTMENTS LLC PARCEL ID 16-6-160 412 EAST CHESTNUT STREET

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LANDS N/L MARTYN GROUP LLC PARCEL ID 16-6-27 415 EAST CHESTNUT STREET

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LANDS N/L MILDRED L GLASCO PARCEL ID 16-6-26 417 EAST CHESTNUT STREET

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LANDS N/L FAMVEST LLC PARCEL ID 16-6-25 419 EAST CHESTNUT STREET

AutoCAD SHX Text LANDS N/L KLUFAS FAMILY REVOCABLE TRUST PARCEL ID 16-6-24 421 EAST CHESTNUT STREET

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LEGAL ROW

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LEGAL ROW

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(TO BE REMOVED)

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(TO BE REMOVED)

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(TO REMAIN)

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REPLACE CURB TO NEAREST JOINT (APPROX 5' EACH SIDE)

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REPLACE CURB TO NEAREST JOINT (APPROX 5' EACH SIDE)

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REPLACE SIDEWALK TO NEAREST JOINT

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REPLACE SIDEWALK TO NEAREST JOINT

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PAVEMENT RESTORATION 13± SY

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BITUMINOUS CONCRETE

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42" BRICK

AutoCAD SHX Text INLET CAVED IN OPEN CURB INLET W/STEEL PLATE (TYP.) NO TOP GRATE(333.96 ASSUMED) EXISTING 12" VERTICAL PIPE ON BOTTOM OF BOX; INV. 330.38 BOTTOM

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CONC. CURB

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LANDS N/L LMK REALTY INVESTMENTS LLC PARCEL ID 16-6-160 412 EAST CHESTNUT STREET

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LANDS N/L CHESTER COUNTY OPPORTUNITIES PARCEL ID 16-6-164 22 NORTH FIFTH AVENUE

AutoCAD SHX Text LANDS N/L COATESVILLE AREA REDEVELOPMENT PARCEL ID 16-6-167 415 EAST LINCOLN HIGHWAY

AutoCAD SHX Text LANDS N/L YOUNG WOMENS CHRISTIAN ASSOCIATIONS PARCEL ID 16-6-166 423 EAST LINCOLN HIGHWAY

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LEGAL ROW

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LEGAL ROW

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STONE DRIVEWAY

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BUILDING

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(TO BE REMOVED)

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(TO BE REMOVED)

AutoCAD SHX Text CONTRACTOR TO HOLD POLE DURING INLET INSTALLATION & REMOVE AND REINSTALL GUY WIRE(S) AS NEEDED

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REMOVE EXISTING CURB TO EXTENTS OF WORK

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PAVEMENT RESTORATION 30± SY

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INITIALS

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DESCRIPTION

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DATE

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NO.

AutoCAD SHX Text 24-1508.002

AutoCAD SHX Text 04-16-26

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TGW

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TSB

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CADD FILE

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AS SHOWN

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PLAN

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EAST DIAMOND STREET

Carroll Engineering Corporation

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

433 Lancaster Avenue, Suite 200 Malvern, PA 19355 Phone: 610-489-5100

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15" TC

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15" TC

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15" TC

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GATE

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CHAIN LINK FENCE

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SPLIT RAIL FENCE

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BITUMINOUS CONCRETE

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66" BRICK

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LANDS N/L FREDERICK T FORREST PARCEL ID 16-6-512 24 PENNSYLVANIA AVENUE

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LANDS N/L DAVID DEVALLE COLON TURNER PARCEL ID 16-6-511 20 PENNSYLVANIA AVENUE

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LANDS N/L EHREN MURPHY PARCEL ID 16-6-510 18 PENNSYLVANIA AVENUE

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LANDS N/L PATRICIA A MUNILLA PARCEL ID 16-6-531 23 PENNSYLVANIA AVENUE

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LANDS N/L GWENDOLYN M DICKINSON PARCEL ID 16-6-533 19 PENNSYLVANIA AVENUE

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LANDS N/L GWENDOLYN M DICKINSON PARCEL ID 16-6-534 17 PENNSYLVANIA AVENUE

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15" TC

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48" BRICK

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(TO BE REMOVED)

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(TO BE REMOVED)

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70" BRICK

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REPLACE CURB TO NEAREST JOINT (TYP)

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PAVEMENT RESTORATION 17± SY (TOTAL OF 4 AREAS)

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AutoCAD SHX Text 24-1508.002

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Carroll Engineering Corporation

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

433 Lancaster Avenue, Suite 200 Malvern, PA 19355 Phone: 610-489-5100

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PAVERS

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BITUMINOUS CONCRETE

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66" BRICK

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66" BRICK

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66" BRICK

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AutoCAD SHX Text LANDS N/L CHILD GUIDANCE RESOURCE CENTERS INC PARCEL ID 16-6-550 28 CHESTER AVENUE

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LANDS N/L BRANDYWINE HEATH & HOUSING LP PARCEL ID 16-6-549 18 CHESTER AVENUE

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LANDS N/L GATEWAY ACQUISITION LLC PARCEL ID 16-6-577 21 CHESTER AVENUE

AutoCAD SHX Text LANDS N/L BRANDYWINE HEATH & HOUSING LP PARCEL ID 16-6-586 744 EAST LINCOLN HIGHWAY

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PAVEMENT RESTORATION 27± SY

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12" TC (TO BE REMOVED)(TO BE REMOVED)

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12" TC (TO BE REMOVED)(TO BE REMOVED)

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REPLACE CURB TO NEAREST JOINT

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BUILDING

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66" BRICK

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LANDS N/L GATEWAY ACQUISITION LLC PARCEL ID 16-6-577 21 CHESTER AVENUE

AutoCAD SHX Text LANDS N/L BRANDYWINE HEATH & HOUSING LP PARCEL ID 16-6-586 744 EAST LINCOLN HIGHWAY

AutoCAD SHX Text LANDS N/L AIMAN S MADANAT & HAYAH D MADANAT PARCEL ID 16-6-593 4 SOUTH EIGHTH AVENUE

AutoCAD SHX Text LANDS N/L AIMAN S MADANAT & HAYAH D MADANAT PARCEL ID 16-6-594 12 SOUTH EIGHTH AVENUE

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66" BRICK

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PAVEMENT RESTORATION 4± SY

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AutoCAD SHX Text 24-1508.002

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HARMONY STREET

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

433 Lancaster Avenue, Suite 200 Malvern, PA 19355 Phone: 610-489-5100

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CONC CURB

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SIDEWALK

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CONC CURB

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18" CI

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18" CI

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42" BRICK

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18" CI

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AutoCAD SHX Text LANDS N/L MICHAEL MAUPIN & DEBAPTISTE LELA PARCEL ID 16-6-863 62 SOUTH EIGHTH AVENUE

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LANDS N/L STEPHANIE NICHOLS PARCEL ID 16-6-865 730 OLIVE STREET

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LANDS N/L THEODORE R ANDRZEJCZYK PARCEL ID 16-6-866 800 STIRLING STREET

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LANDS N/L RODRIGO SILVANO PARCEL ID 16-6-613 55 SOUTH EIGHTH AVENUE

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LANDS N/L RUTH GRIGGS PARCEL ID 16-6-614 53 SOUTH EIGHTH AVENUE

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18" CI

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18" CI

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PAVEMENT RESTORATION 16± SY

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(GRATE TO BE REMOVED)

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REMOVE & REPLACE EXISTING CURB TO NEAREST JOINT (TYP)

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PAVEMENT RESTORATION 35± SY (TOTAL OF 4 AREAS)

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AutoCAD SHX Text 24-1508.002

AutoCAD SHX Text 04-16-26

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SOUTH 8TH AVENUE & STIRLING STREET

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105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

433 Lancaster Avenue, Suite 200 Malvern, PA 19355 Phone: 610-489-5100

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TOP OF HOOD

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CONC. SIDEWALK

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ASPHALT

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TOP OF HOOD

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24" HDPE

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24" HDPE

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12" IRON

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12" IRON

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REPLACE CURB TO NEAREST JOINT (TYP)

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(TO REMAIN)

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PAVEMENT RESTORATION 6± SY

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AutoCAD SHX Text 24-1508.002

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COATES STREET

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HARLAN DRIVE

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HARLAN DRIVE

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

433 Lancaster Avenue, Suite 200 Malvern, PA 19355 Phone: 610-489-5100

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TOP OF HOOD ELEV. 347.38 INV. N/A FILLED WITH DEBRIS

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E. CHESTNUT STREET

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N. 5TH AVE

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CONC. SIDEWALK

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ASPHALT

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12" HDPE

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REPLACE CURB TO NEAREST JOINT (TYP)

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(TO BE REMOVED)

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(TO REMAIN)

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REPLACE SIDEWALK TO NEAREST JOINT (TYP.)

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PAVEMENT RESTORATION 6± SY

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PAVEMENT RESTORATION 7± SY

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8" TERRACOTTA

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AutoCAD SHX Text 24-1508.002

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N. 5TH AVENUE & E. CHESTNUT STREET

Carroll Engineering Corporation

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

433 Lancaster Avenue, Suite 200 Malvern, PA 19355 Phone: 610-489-5100

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CONC CURB

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SIDEWALK

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GRASS

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ASPHALT

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TOP OF HOOD ELEV. 393.03 INV. 391.03

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STIRLING STREET

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S. 12TH AVE

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DEP. CURB

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12" PVC

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REPLACE CURB TO NEAREST JOINT (TYP)

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(TO REMAIN)

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PAVEMENT RESTORATION 11± SY

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ASPHALT

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TOP OF HOOD ELEV. 399.90 INV. 397.00

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12" PVC

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12" IRON

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(TO REMAIN)

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REPLACE SIDEWALK TO NEAREST JOINT (TYP.)

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PAVEMENT RESTORATION 6± SY

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N. 10TH AVENUE & STIRLING STREET N. 12TH AVENUE & STIRLING STREET

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PLAN

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AutoCAD SHX Text 24-1508.002

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105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

433 Lancaster Avenue, Suite 200 Malvern, PA 19355 Phone: 610-489-5100

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ASPHALT

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OLIVE STREET

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WOODLAND AVE

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ASPHALT

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DEP. CURB

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CONC. CURB

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12" PVC

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12" CMP

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12" IRON

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ASPHALT

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CONC.

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PENROSE LANE

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OLIVE STREET

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15" RCP

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18"X18" STORM COVER RIM: 319.96 (ASSUMED) INV: 312.79

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±8 LF OF 15" RCP @ 0.0508 FT/FT FT/FT

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PAVEMENT RESTORATION ±6 SY

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PENROSE LANE & OLIVE STREET WOODLAND AVENUE & OLIVE STREET

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PLAN

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AutoCAD SHX Text 24-1508.002

AutoCAD SHX Text 04-16-26

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105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

433 Lancaster Avenue, Suite 200 Malvern, PA 19355 Phone: 610-489-5100

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INITIALS

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DESCRIPTION

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DATE

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NO.

AutoCAD SHX Text 24-1508.002

AutoCAD SHX Text 04-16-26

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TGW

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TSB

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TGW

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CADD FILE

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DSG BY

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DWN BY

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CKD BY

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DATE

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JOB NO

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SCALE

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SHEET

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DRAWING NUMBER

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SHEETS

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AS SHOWN

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CONSTRUCTION DETAILS

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AutoCAD SHX Text C-501

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PLAIN CEMENT CONCRETE CURB

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NTS

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AutoCAD SHX Text 8"

AutoCAD SHX Text 1"

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CLASS A

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CEMENT CONCRETE

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2" DEEP

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3/16" WIDE

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1/4" RADIUS

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3/4" RADIUS

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CONTRACTION JOINT

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CONTRACTION JOINT SPACING

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20' MAX. TO 4' MIN.

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CONTRACTION JOINT

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TYPICAL CROSS SECTION

AutoCAD SHX Text 18"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

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AT 1 3/4" C. TO C. (TYP.)

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(TYP.)

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1/4" MIN.

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1/4" MIN.

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1 1/4" (TYP.)

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26 BEARING BARS

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AutoCAD SHX Text 3' - 11 3/4" (5' - 11 3/4")

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SECTION A - A

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text 2'-2 1/2"

AutoCAD SHX Text 3/4"

AutoCAD SHX Text 2 1/2"

AutoCAD SHX Text 1/2" x 2 1/2" x 25" BAR

AutoCAD SHX Text 3/8" %%C x 46 1/4" ROD

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6 TRANSVERSE RODS

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AT 3 5/8" C. TO C. (TYP.)

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SECTION B - B

AutoCAD SHX Text 3 1/4"

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STRUCTURAL STEEL GRATE

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BICYCLE SAFE

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NTS

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STORM INLETS

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NTS

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INLET BOX

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STRUCTURAL STEEL

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TYPE C INLET CONC.

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GRADE ADJUSTMENT

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INLET BOX

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GRATE

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TOP UNIT

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RING

AutoCAD SHX Text NOTE: 1. INLET BOXES SHALL CONFORM TO THE REQUIREMENTS OF PENNDOT STANDARDS FOR ROADWAY INLET BOXES SHALL CONFORM TO THE REQUIREMENTS OF PENNDOT STANDARDS FOR ROADWAY CONSTRUCTION AND PENNDOT PUBLICATION 408/2011, SECTION 605, OR LATEST REVISION 2. USE PRECAST CONCRETE OR MASONRY GRADE ADJUSTMENT RINGS.USE PRECAST CONCRETE OR MASONRY GRADE ADJUSTMENT RINGS.

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TYPE 'C' INLET

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TYPE 'M' INLET

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TYPE M INLET CONC. TOP UNIT

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STRUCTURAL STEEL GRATE

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GRADE ADJUSTMENT RING *

AutoCAD SHX Text NOTES: 1. ROADWAY CROSS-SLOPE TO BE 1.5% MIN. ROADWAY CROSS-SLOPE TO BE 1.5% MIN. 2. CUTBACK SHALL BE 1 FOOT FROM THE EDGE OF CUTBACK SHALL BE 1 FOOT FROM THE EDGE OF TRENCH WHICH IS ASSUMED TO BE 4 FEET WIDE.

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4' (ASSUMED)

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PERMANENT PAVEMENT AND TRENCH

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RESTORATION FOR CITY ROADWAYS

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NTS

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SEE PIPE

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BEDDING DETAIL

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HAND TAMPED TRENCH BACKFILL PENNDOT 2A COURSE AGGREGATE

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DETECTABLE EARLY WARNING TAPE FOR NON-FERROUS PIPE MATERIALS

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BITUMINOUS TACK COAT

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SEAL WITH HOT BITUMINOUS MATERIAL (AC-20)

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1'-0" (TYP.)

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COMPACT IN

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8" LIFTS

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4' (ASSUMED)

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TEMPORARY PAVEMENT AND TRENCH

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RESTORATION FOR CITY ROADWAYS

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NTS

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SEE PIPE

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BEDDING DETAIL

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HAND TAMPED TRENCH BACKFILL PENNDOT 2A COURSE AGGREGATE

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DETECTABLE EARLY WARNING TAPE FOR NON-FERROUS PIPE MATERIALS

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STANDARD PIPE BEDDING

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NTS

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6" MIN

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HAND TAMPED BACKFILL

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AS SPECIFIED

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6" MIN

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UTILITY PIPE (SIZE VARIES)

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DETECTABLE EARLY WARNING TAPE FOR NON-FERROUS PIPE MATERIALS

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6" MIN

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8" MAX (TYP)

EDGE OF TRENCH

Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

433 Lancaster Avenue, Suite 200 Malvern, PA 19355 Phone: 610-489-5100

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INITIALS

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DESCRIPTION

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DATE

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NO.

AutoCAD SHX Text 24-1508.002

AutoCAD SHX Text 04-16-26

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TGW

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TSB

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TGW

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CADD FILE

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DSG BY

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DWN BY

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CKD BY

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DATE

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JOB NO

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SCALE

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SHEET

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DRAWING NUMBER

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SHEETS

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AS SHOWN

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TRAFFIC CONTROL DETAILS

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C-502

Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

433 Lancaster Avenue, Suite 200 Malvern, PA 19355 Phone: 610-489-5100

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INITIALS

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DESCRIPTION

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DATE

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NO.

AutoCAD SHX Text 24-1508.002

AutoCAD SHX Text 04-16-26

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TGW

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TSB

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TGW

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CADD FILE

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DSG BY

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DWN BY

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CKD BY

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DATE

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JOB NO

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SCALE

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SHEET

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DRAWING NUMBER

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SHEETS

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AS SHOWN

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EROSION & SEDIMENT CONTROL DETAILS

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CJ-501

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FILTER BAG

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WELL VEGETATED, GRASSY AREA

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WELL VEGETATED, GRASSY AREA

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FILTER BAG

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INTAKE HOSE

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PUMP

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DISCHARGE HOSE

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CLAMPS

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CLAMPS

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DISCHARGE HOSE

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PUMP

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INTAKE HOSE

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HEAVY DUTY LIFTING STRAPS (RECOMMENDED)

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PLAN VIEW

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ELEVATION VIEW

AutoCAD SHX Text NOTES: 1. LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH LOW VOLUME FILTER BAGS SHALL BE MADE FROM NON-WOVEN GEOTEXTILE MATERIAL SEWN WITH HIGH STRENGTH, DOUBLE STITCHED "J" TYPE SEAMS. THEY SHALL BE CAPABLE OF TRAPPING PARTICLES LARGER THAN 150 MICRONS. HIGH VOLUME FILTER BAGS SHALL BE MADE FROM WOVEN GEOTEXTILES THAT MEET THE FOLLOWING STANDARDS:

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PROPERTY

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TEST METHOD

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MINIMUM STANDARD

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AVG. WIDE WIDTH STRENGTH

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ASTM D-4884

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60 LB/IN

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GRAB TENSILE

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ASTM D-4632

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205 LB

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PUNCTURE

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ASTM D-4833

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110 LB

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MULLEN BURST

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ASTM D-3786

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350 PSI

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UV RESISTANCE

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ASTM D-4355

AutoCAD SHX Text 70%

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AOS % RETAINED

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ASTM D-4751

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80 SIEVE

AutoCAD SHX Text %%uPUMPED WATER FILTER BAG

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NTS

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8 FT. MIN.

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4'-0" MAX (TYP)

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1'-0" MIN

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METAL T-POST

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WEIGHTED SEDIMENT FILTER TUBE

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AASHTO NO. 57 STONE

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FLAT, LEVEL AREA FREE OF DEBRIS

AutoCAD SHX Text 18"

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MIN

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WEIGHTED SEDIMENT FILTER TUBE

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METAL T-POST

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FLAT, LEVEL AREA FREE OF DEBRIS

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OPTIONAL COMPACTED BACKFILL MATERIAL

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UNDISTURBED GROUND

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MIN

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SHEET FLOW

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METAL T-POST

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AASHTO NO. 57 STONE

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WEIGHTED SEDIMENT FILTER TUBE

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FLAT

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AutoCAD SHX Text NOTES: 1. A SEDIMENT TUBE PLACEMENT AREA SHALL BE PREPARED SO THAT IT IS FREE OF ALL A SEDIMENT TUBE PLACEMENT AREA SHALL BE PREPARED SO THAT IT IS FREE OF ALL DEBRIS, INCLUDING ROCKS, STICKS, ROOTS, ETC. A 2" LAYER OF AASHTO #57 STONE SHALL BE PLACED WHERE THE LOGS COME TOGETHER. ENDS OF TUBES MAY BE OVERLAPPED ACCORDING TO MANUFACTURER'S SPECIFICATIONS INSTEAD OF THE AASHTO #57 STONE. 2. SEDIMENT TUBES SHALL BE PLACED AT EXISTING LEVEL GRADE. ENDS SHALL BE SEDIMENT TUBES SHALL BE PLACED AT EXISTING LEVEL GRADE. ENDS SHALL BE EXTENDED UPSLOPE AT 45 DEGREES TO THE MAIN FILTER LOG ALIGNMENT FOR A MINIMUM OF 8 FEET. 3. SEDIMENT TUBES SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. SEDIMENT TUBES SHALL BE INSPECTED WEEKLY AND AFTER EACH RUNOFF EVENT. 4. SEDIMENT DEPOSITS SHALL BE CLEANED FROM THE LOG WHEN IT REACHES HALF THE SEDIMENT DEPOSITS SHALL BE CLEANED FROM THE LOG WHEN IT REACHES HALF THE HEIGHT OF THE TUBE. 5. DAMAGED TUBES SHALL BE REPLACED WITHIN 24 HOURS OF INSPECTION. A SUPPLY OF DAMAGED TUBES SHALL BE REPLACED WITHIN 24 HOURS OF INSPECTION. A SUPPLY OF TUBES SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. 6. SEDIMENT TUBES SHOULD BE FILLED WITH NON-BIODEGRADABLE FILTER MATERIALS IN SEDIMENT TUBES SHOULD BE FILLED WITH NON-BIODEGRADABLE FILTER MATERIALS IN ACCORDANCE WITH THE EROSION AND SEDIMENT CONTROL MANUAL (LATEST VERSION).

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FRONT VIEW

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SECTION VIEW

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PLAN VIEW

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%%U12" DIAMETER WEIGHT SEDIMENT FILTER TUBE INSTALLATION

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NTS

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2. A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL A SUITABLE MEANS OF ACCESSING THE BAG WITH MACHINERY REQUIRED FOR DISPOSAL PURPOSES SHALL BE PROVIDED. FILTER BAGS SHALL BE REPLACED WHEN THEY BECOME 1/2 FULL OF SEDIMENT. SPARE BAGS SHALL BE KEPT AVAILABLE FOR REPLACEMENT OF THOSE THAT HAVE FAILED OR ARE FILLED. BAGS SHALL BE PLACED ON STRAPS TO FACILITATE REMOVAL UNLESS BAGS COME WITH LIFTING STRAPS ALREADY ATTACHED. 3. BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION BAGS SHALL BE LOCATED IN WELL-VEGETATED (GRASSY) AREA, AND DISCHARGE ONTO STABLE, EROSION RESISTANT AREAS. WHERE THIS IS NOT POSSIBLE, A GEOTEXTILE UNDERLAYMENT AND FLOW PATH SHALL BE PROVIDED. BAGS MAY BE PLACED ON FILTER STONE TO INCREASE DISCHARGE CAPACITY. BAGS SHALL NOT BE PLACED ON SLOPES GREATER THAN 5%. FOR SLOPES EXCEEDING 5%, CLEAN ROCK OR OTHER NON-ERODIBLE AND NON-POLLUTING MATERIAL MAY BE PLACED UNDER THE BAG TO REDUCE SLOPE STEEPNESS. 4. NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST NO DOWNSLOPE SEDIMENT BARRIER IS REQUIRED FOR MOST INSTALLATIONS. COMPOST BERM OR COMPOST FILTER SOCK SHALL BE INSTALLED BELOW BAGS LOCATED IN HQ OR EV WATERSHEDS, WITHIN 50 FEET OF ANY RECEIVING SURFACE WATER OR WHERE GRASSY AREA IS NOT AVAILABLE. 5. THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE THE PUMP DISCHARGE HOSE SHALL BE INSERTED INTO THE BAGS IN THE MANNER SPECIFIED BY THE MANUFACTURER AND SECURELY CLAMPED. A PIECE OF PVC PIPE IS RECOMMENDED FOR THIS PURPOSE. 6. THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE THE PUMPING RATE SHALL BE NO GREATER THAN 750 GPM OR 1/2 THE MAXIMUM SPECIFIED BY THE MANUFACTURER, WHICHEVER IS LESS. PUMP INTAKES SHALL BE FLOATING AND SCREENED. 7. FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE FILTER BAGS SHALL BE INSPECTED DAILY. IF ANY PROBLEM IS DETECTED, PUMPING SHALL CEASE IMMEDIATELY AND NOT RESUME UNTIL THE PROBLEM IS CORRECTED.

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GRADE

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EXISTING

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HAY BALE FILTER

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SILT FENCE OR

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5% MAX.

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5% MAX.

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SLOPE = 5%

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5' MIN.

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SLOPE…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 28, 2026.