2-Plans.pdf

PDF 1 MB Posted Jan 22, 2026

Attached to: Demolition Program - Contract No. 54 - City of Chester, PA
Solicitation number: Not on record
Issued by: Delaware County, Pennsylvania

About this file

Written by GovTribe AI · Jan 26, 2026

This is a construction plans document prepared by MG Engineering Associates for the Chester Economic Development Authority (CEDA) and the City of Chester, Pennsylvania for the F.Y. 2025 Street Resurfacing with ADA Curb Ramp Construction project. The document contains location plans and construction details for approximately 14,750 square yards of roadway milling and overlay work throughout Chester, along with 38 ADA-compliant curb ramp installations at various street intersections across the city. The project includes pavement restoration details, concrete sidewalk construction, concrete curb installation, and detectable warning surface (truncated dome) installation specifications. Sealed bids are due February 19, 2026, at 10:00 a.m. EST via the PennBid electronic bidding platform. The contract term is for the duration of project completion following the Notice to Proceed, with specific construction details and standard specifications provided for all work items including milling, base repair, overlay placement, curb ramps, sidewalks, and pavement markings.

Bidders must submit a surety bond or certified check equal to 10% of the bid amount, with the successful bidder required to provide performance and payment bonds of 100% of the contract value within ten days of award notification. The project is assisted with federal Community Development Block Grant (CDBG) funds, requiring compliance with prevailing wage standards, Davis-Bacon wage determinations, OSHA regulations, and Build America Buy America (BABA) domestic procurement requirements for materials. The successful contractor must pay a PennBid processing fee of 0.0033% (up to $5,000) of the contract award value. The project engineer is Michael D. Galante, PE, of MG Engineering Associates, LLC, located in Media, Pennsylvania, and all bidder questions must be submitted through the PennBid website with no direct contact permitted with project staff.

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Other files

File	Type	Posted
1-Completed Specs.pdf	PDF	Jan 22, 2026
1-PENNDOT ADA Curb Ramp Details.pdf	PDF	Jan 22, 2026
3-Specifications.pdf	PDF	Jan 22, 2026

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C O

O NW A L T H

A I

AVLSN

N P

PE080959

REGISTERED

MICHAEL D GALANTE

M E

E ENGINEER

PROFESSIONAL

N M

LOCATION PLAN

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BULLENS LA

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17TH ST.

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(RELOCATED) BULLENS LA.

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E. 14TH STREET

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EDDYSTONE AVENUE

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SUN DR.

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HANCOCK ST.

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THIRTEENTH ST.

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AVENUE

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RIDLEY

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VAUCLAIN

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REMINGTON ST.

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TERRILL ST.

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WHITE ST.

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REMINGTON

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RIDLEY CREEK

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CURRY

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THOMAS

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E. 8TH

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HINKSON

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MELROSE AVE.

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FELTON AVENUE

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BOOTH STREET

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CARTER AVENUE

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BETHEL

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PEOPLES ST.

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FORWOOD ST.

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CONCHESTER ROAD

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RENSHAW RD.

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JOHN

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CHESTER CREEK

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HILL STREET

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VILLA DRIVE

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FULTON

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LINCOLN TERR.

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LAMOKIN

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JOHN

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JAMES

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DORIAN

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MARTIN LUTHER

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ST.

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(E. FLOWER ST)

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SMITH ST.

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CONRAIL

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COMMODORE JOHN BARRY BRIDGE

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(CONRAIL)

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CENTRAL

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TILGHMAN

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CHURCH

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VAC.

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CHURCH

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MARY

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ELLSWORTH

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BAKER

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MARY ST.

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LAW

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ABBOTT

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BYRAM

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MARY

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DELAWARE

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BYRAM

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JAMES

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SMITHERS

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MCCAREY

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MILL STREET

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JAMES

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ST.

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W 7TH

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W 6TH

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WILSON

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TOWNSEND

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ST.

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EDWARDS

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KING MALL

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AVE.

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HOMES

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URLICH

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WOOD

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CROZER PARK

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ROAD

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HOWARD

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CHESTER PARK

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SLOPE

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DRIVE

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PKWY.

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ROAD

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E 24TH

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AVENUE

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W MOWRY

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TERR.

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W 14TH ST.

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THE STATES

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UPLAND

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E 22ND

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AVE.

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PLACE

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ST.

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E. 8TH

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WASHINGTON

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W 7TH

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FLOWER

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WEST FRONT

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ST.

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ST.

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ST.

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PUSEY

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HOMES

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AVENUE

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W. 2ND

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W. 3RD

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SHARPLESS AVENUE

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FORWOOD ST.

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STREET

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STREET

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DRIVE

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SEAPORT

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DAVIS

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BULLENS LA

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EDDYSTONE AVENUE

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THIRTEENTH

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CSX

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NINTH ST.

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TENTH ST.

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LAWRENCE ST.

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ELEVENTH ST.

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ASHLAND AVE.

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TWELFTH ST.

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TOLL ST.

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SAVILLE AVE.

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LEIPER ST.

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SIMPSON ST.

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STREET

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CHESTER

AutoCAD SHX Text I-95 (L.R. 1018)

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VOL. 2, PG. 351

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VACATED MORTON AVE.

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ORD. 34/1920

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W 14TH ST.

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FINLAND DR.

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EDWARDS ST.

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CHESTNUT

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STREET

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BEVERLY

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LANE

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RAMP

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DRIVEWAY AND R1 CURB RAMP

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AutoCAD SHX Text R(2)

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LEGEND

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R(1 OR 2)

AutoCAD SHX Text NEW CURB RAMP LOCATION (# OF RAMPS) (EACH CURB RAMP LOCATION INDICATES A SINGLE CORNER)

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PAVEMENT MILL AND OVERLAY

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AutoCAD SHX Text %%USHEET No. :

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%%UDRAWN BY :

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%%UDESIGN BY :

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%%UDATE :

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%%USCALE :

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CHK.

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REVISION

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DATE

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DATE:

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AS NOTED

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ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION

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ALL DOCUMENTS PREPARED BY MG ENGINEERING ASSOCIATES

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LLC, ARE INSTRUMENTS OF SERVICE IN RESPECT

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OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

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TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON

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EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT.

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BY MG ENGINEERING ASSOCIATES, LLC, FOR THE

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SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE

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RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO

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MG ENGINEERING ASSOCIATES, LLC; AND OWNER SHALL

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INDEMNIFY AND HOLD HARMLESS MG ENGINEERING

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ASSOCAITES, LLC FROM ALL CLAIMS, DAMAGES, LOSSES

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AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.

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%%UCHECKED BY :

AutoCAD SHX Text PA PROFESSIONAL ENGINEER LIC. No. PE 080959

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MICHAEL D. GALANTE

AutoCAD SHX Text M.M.

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PHONE: 1-856-404-0540

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MEDIA, PA 19063

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MICHAEL GALANTE PE

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334 W. FRONT STREET

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ENGINEER:

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CHESTER ECONOMIC DEVELOPMENT AUTHORITY 1 4TH STREET

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%%UCLIENT

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CHESTER, PA 19013

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AUGUST 2025

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MG ENGINEERING ASSOCIATES, LLC

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334 W. FRONT STREET MEDIA, PA 19063 PHONE: 1-856-404-0540 WWW.MGEASSOC.COM

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2025-CEDA-05

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CITY OF CHESTER, DELAWARE COUNTY, PENNSYLVANIA

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1 4TH STREET, CHESTER, PA 19013

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ADA CURB RAMP PROJECT

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FOR

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CHESTER ECONOMIC DEVELOPMENT AUTHORITY

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CHESTER CITY F.Y. 2025 STREET RESURFACING

C O

R U

O N

CONSTRUCTION

PLANS

C O

O NW A L T H

A I

AVLSN

N P

PE080959

REGISTERED

MICHAEL D GALANTE

M E

E ENGINEER

PROFESSIONAL

AutoCAD SHX Text

AutoCAD SHX Text %%USHEET No. :

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%%UDRAWN BY :

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%%UDESIGN BY :

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%%UDATE :

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%%USCALE :

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CHK.

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REVISION

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DATE

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DATE:

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AS NOTED

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ANY REUSE WITHOUT WRITTEN VERIFICATION OR ADAPTATION

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ALL DOCUMENTS PREPARED BY MG ENGINEERING ASSOCIATES

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LLC, ARE INSTRUMENTS OF SERVICE IN RESPECT

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OF THE PROJECT. THEY ARE NOT INTENDED OR REPRESENTED

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TO BE SUITABLE FOR REUSE BY OWNER OR OTHERS ON

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EXTENSIONS OF THE PROJECT OR ON ANY OTHER PROJECT.

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BY MG ENGINEERING ASSOCIATES, LLC, FOR THE

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SPECIFIC PURPOSE INTENDED WILL BE AT OWNERS SOLE

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RISK AND WITHOUT LIABILITY OR LEGAL EXPOSURE TO

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MG ENGINEERING ASSOCIATES, LLC; AND OWNER SHALL

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INDEMNIFY AND HOLD HARMLESS MG ENGINEERING

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ASSOCAITES, LLC FROM ALL CLAIMS, DAMAGES, LOSSES

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AND EXPENSES ARISING OUT OF OR RESULTING THEREFROM.

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%%UCHECKED BY :

AutoCAD SHX Text PA PROFESSIONAL ENGINEER LIC. No. PE 080959

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MICHAEL D. GALANTE

AutoCAD SHX Text M.M.

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PHONE: 1-856-404-0540

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MEDIA, PA 19063

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MICHAEL GALANTE PE

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334 W. FRONT STREET

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ENGINEER:

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CHESTER ECONOMIC DEVELOPMENT AUTHORITY 1 4TH STREET

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%%UCLIENT

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CHESTER, PA 19013

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FEB. 2025

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MG ENGINEERING ASSOCIATES, LLC

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334 W. FRONT STREET MEDIA, PA 19063 PHONE: 1-856-404-0540 WWW.MGEASSOC.COM

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2025-CEDA-01

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CITY OF CHESTER, DELAWARE COUNTY, PENNSYLVANIA

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1 4TH STREET, CHESTER, PA 19013

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ADA CURB RAMP PROJECT

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FOR

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CHESTER ECONOMIC DEVELOPMENT AUTHORITY

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CHESTER CITY F.Y. 2025 STREET RESURFACING

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%%UPAVEMENT RESTORATION DETAIL

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NTS

AutoCAD SHX Text NOTES: 1. FOR PAVEMENT RESTORATION LOCATIONS WITHIN PLANNED FOR PAVEMENT RESTORATION LOCATIONS WITHIN PLANNED MILLING AND PAVING LIMITS, PAVEMENT RESTORATION MAY CONSIST OF 5" BASE COURSE PAVING TO MEET THE EXISTING PAVEMENT AND GUTTERLINE GRADES.

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SUPERPAVE BASE COURSE, 25 MM MIX

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EXISTING SUBBASE

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%%UNOTES

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1. PARTIAL DEPTH BASE REPAIR TO INCLUDE:

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- SAWCUTTING, EXCAVATION OF EXISTING SURFACE AS NECESSARY.

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- APPLICATION OF TACK COAT.

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- CONSTRUCTION OF SUPERPAVE BASE COURSE, 4" THICK.

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2. PARTIAL DEPTH BASE REPAIR TO BE PERFORMED WHERE

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DIRECTED BY THE ENGINEER.

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CLASS 1B EXCAVATION, AS NECESSARY TO MEET PROPOSED GRADES

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- TEST ROLLING OF THE PREPARED SUBBASE.

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3. PARTIAL DEPTH BASE REPAIR WILL BE PAID BY SQUARE YARD (SY),

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FOR THE TOTAL AREA RECONSTRUCTED, AND DOES NOT INCLUDE

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THE EIGHTEEN (18) INCH ROADWAY RESTORATION FRONTING PROPOSED CURB,

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TO MATCH THE EXISTING PAVEMENT SURFACE.

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NTS

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PARTIAL DEPTH BASE REPAIR DETAIL

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MILL AND OVERLAY DETAIL

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NTS

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AutoCAD SHX Text 6"

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VARIES

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ASPHALT MILLING, ±2", ASNECESSARY TO MEET PROPOSED REVEAL

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EXISTING SUBBASE

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PG 64S-22 SEAL

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SUBBASE 6" DEPTH (NO. 2A)

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COMPACTED SUBGRADE

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CONCRETE CURB RESTORATION DETAIL

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PAYMENT LIMIT

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2"-8" UNLESS OTHERWISE SPECIFIED

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SAWCUT/ PG 64S-22 SEAL

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RESTORATION INCLUDING TOPSOIL, FERTILIZE, AND SEED

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1'-6" MAX.

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VARIABLE WIDTH

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(SEE PLAN)

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%%UCONCRETE SIDEWALK DETAIL

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OR MATCH EXISTING

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3,500 PSI CLASS AA CONCRETE SIDEWALK, 4" THICKNESS

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SUBBASE, 4" THICKNESS (N0. 2B)

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1.0%%% MIN. TO 2.0%%% MAX.

AutoCAD SHX Text NOTE: DETAIL SHALL BE UTILIZED FOR INSTALLATION OF CONCRETE SIDEWALK WITHIN R.O.W.. CONTRACTOR SHALL INCLUDE THE COST OF 2B COARSE AGGREGATE IN THE PRICE BID FOR "CEMENT CONCRETE SIDEWALK".

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ROADWAY SURFACE

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SURFACE OF CURB RAMP FLUSH WITH ROADWAY SURFACE

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SEE NOTE BELOW

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PLAIN CEMENT CONCRETE DEPRESSED CURB

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6" AGGREGATE SUBBASE

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4" CONCRETE SIDEWALK

AutoCAD SHX Text 12"

AutoCAD SHX Text DETECTABLE WARNING SURFACE THICKNESS. EMBED WET SET DWS TILE ONLY. SURFACE APPLIED DWS IS NOT PERMITTED.

AutoCAD SHX Text D

AutoCAD SHX Text %%uPLAN%%U

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text 0.2"

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SLOPE OF DWS TO MATCH THE SLOPE OF CURB RAMP OR TURNING SPACE

AutoCAD SHX Text NOTES: CONSTRUCT NOTCH AS SHOWN TO PROVIDE FULL THICKNESS SIDEWALK UNDER DETECTABLE WARNING SURFACE.

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%%UDETECTABLE WARNING SURFACE (DWS) DETAIL

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%%UTRUNCATED DOME DETAIL

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SEE PAVEMENT RESTORATION DETAIL FOR WORK WITHIN LEGAL R.O.W

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TRUNCATED

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DOME DIMENSIONS

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DIM

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MIN

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MAX

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text (inch)

AutoCAD SHX Text 0.51"

AutoCAD SHX Text 1.6"

AutoCAD SHX Text 0.65"

AutoCAD SHX Text 0.9"

AutoCAD SHX Text 2.4"

AutoCAD SHX Text 1.5"

AutoCAD SHX Text 1.4"

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, 0.3 TO < 3 MILLION ESALS, 25.0 MM MIX, 8" DEPTH (TYP.)

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

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NOT TO SCALE

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, <0.3 MILLION ESALS, 9.5 MM MIX, 1 1/2" DEPTH, SRL-G (TYP.)

AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, <0.3 MILLION ESALS, 9.5 MM MIX, 2" DEPTH, SRL-G (TYP.)

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%%UPLAIN CEMENT CONCRETE CURB

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%%UDETAIL "A"

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%%UCONTRACTION JOINT

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%%UTYPICAL

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%%UCROSS SECTION

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CONTRACTION JOINT SPACING

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10'-0" MAX. TO

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4'-0" MIN.

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CONTRACTION JOINT

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SEE DETAIL "A"

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%%UNOTES

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1. PROVIDE MATERIALS AND CONSTRUCTION MEETING THE

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REQUIREMENTS OF PUBLICATION 408/2020, SECTION 630

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FOR PLAIN CEMENT CONCRETE CURB AND DEPRESSED CURB,

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SECTION 640 FOR PLAIN CEMENT CONCRETE GUTTER AND

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SECTION 641 FOR PLAIN CEMENT CONCRETE CURB GUTTER.

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2. SPACE CONTRACTION JOINTS IN UNIFORM LENGTHS OR

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SECTIONS.

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3. PLACE 3/4" PREMOLDED EXPANSION JOINT FILLER

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MATERIAL AT STRUCTURES AND AT THE END OF THE WORK

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DAY. CUT MATERIAL TO CONFORM TO AREA ADJACENT TO

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CURB OR TO CONFORM TO CROSS SECTIONAL AREA OF CURB.

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2" DEEP

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3/16" WIDE

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1/4" RADIUS

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CLASS AA

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3/4" RADIUS

AutoCAD SHX Text 18"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 7"

AutoCAD SHX Text 1"

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SEE NOTE 2.

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CONCRETE

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4. TOP OF DEPRESSED CURB SHALL BE SLOPED

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1/4" PER FOOT TOWARDS THE STREET.

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5. EIGHTEEN (18) INCHES OF ROADWAY RESTORATION SHALL BE INCLUDED

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IN THE COST FOR PLAIN CONCRETE CURB. THE CONTRACTOR

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IS RESPONSIBLE TO LIMIT THE WIDTH OF THE RESTORATION TRENCH

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6. CONTRACTOR SHALL SAWCUT PAVEMENT AND EXISTING CONCRETE,

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AND FORM NEW CURB WITH FORMS SET ON THE FRONT AND BACK

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OF THE NEW CURB. FACE FORMED CURB IS NOT PERMITTED.

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7. CURB SHALL BE MONOLITHIC, INDEPENDENT FROM CURB CURB RAMPS

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SEE PLAN

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NOT TO SCALE

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%%UREINFORCED CONCRETE DRIVEWAY, 8" THICK

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11'%%P (REFER TO PLANS)

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MAX. CROSS SLOPE AT PEDESTRIAN ACCESS ROUTE 2.0%

AutoCAD SHX Text 6"X6", #10X10 WELDED STEEL WIRE FABRIC. SHALL BE LOCATED IN THE BOTTOM OF THE DRIVEWAY 13 OF THE DRIVEWAY APRON. (NO SEPARATE PAYMENT)

AutoCAD SHX Text 1-1/2" R

AutoCAD SHX Text TRANSVERSE EXPANSION JOINTS, 1/2" WIDE SHALL BE PROVIDED AT INTERVALS OF NOT MORE THAN 8' AND FILLED WITH PREFORMED BITUMINOUS CELLULAR TYPE JOINT FILLER. LONGITUDINAL JOINTS, 1/2" WIDE, SHALL BE FILLED WITH PREFORMED BITUMINOUS TYPE JOINT FILLER. THE TOP OF ALL JOINT FILLER SHALL BE 1/2" BELOW THE TOP OF THE SIDEWALK AND FILLED WITH JOINT SEALER (SIKAFLEXIA, OR AN APPROVED EQUAL). NO SEPARATE PAYMENT WILL BE MADE FOR DENSE-GRADED AGGREGATE BASE COURSE OR WELDED WIRE FABRIC

AutoCAD SHX Text ROADWAY PAVEMENT SURFACE (2' CUTBACK) COST TO BE INCLUDED IN PRICE BID FOR "8" REINFORCED CONCRETE DRIVEWAY"

AutoCAD SHX Text

1.5% MAX. SLOPE

AutoCAD SHX Text

2.0% MAX. SLOPE TO MEET EXISTING, FENCE OMITTED FOR CLARITY

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

3,500 PSI CLASS AA CONCRETE SIDEWALK, 8" THICKNESS

AutoCAD SHX Text

SUBBASE, 4" THICKNESS (N0. 2B) (NO SEPARATE PAYMENT)

AutoCAD SHX Text DEPRESSED CURB, COST TO BE INCLUDED IN PRICE BID FOR "8" REINFORCED CONCRETE DRIVEWAY"

Sheets and Views

2025 Road Program-LOCATION MAP

2025 Road Program-DETAILS

File details come from the government source that posted it. Updated Jan 26, 2026.