1-1065840-S01-BASE 24X36.pdf
PDF 468 KB Posted
- Attached to
- North Bridge Street Mill and Overlay
- Solicitation number
- Not on record
- Issued by
- Lancaster County, Pennsylvania
About this file
This is a project plan document prepared for the Borough of Marietta in Lancaster County, Pennsylvania, detailing a Mill and Overlay project on North Bridge Street. The project comprises approximately 3,008 square yards of 1-inch milling of the existing North Bridge Street roadway and the furnishing and placement of approximately 3,008 square yards of 1-inch bituminous material overlay, representing a total project area of 27,073 square feet or 0.62 acres. The project is designed utilizing Superpave asphalt mixture specifications for the wearing course with PG64S-22 grade asphalt appropriate for traffic volumes under 0.3 million Equivalent Single Axle Loads. Bids will be received online through the PennBid Program until 10:00 A.M. on Friday, September 18, 2026, with a questions deadline of 4:00 P.M. on Monday, September 14, 2026. All bidding documents are available online through PennBid at no charge, and reproduction or placement of documents on other websites is prohibited.
The project plan includes detailed specifications for asphalt mixture design, milling procedures with variable depth requirements, and transition detail requirements. Bids shall remain open for acceptance for 60 days from the bid opening date, with extensions to 120 days if award is delayed by required governmental approval, bond sale, or grant award. The Borough of Marietta reserves the right to reject any or all bids and to waive any omissions, errors, or irregularities in submitted bids. No specific pricing information, funding sources, or set-asides are detailed within the project plan document itself.
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Other files
| File | Type | Posted |
|---|---|---|
| 2-Project Manual.pdf | ||
| 3-00010658.40 - North Bridge Street Mill Overlay Bid Tabulation.xlsx | XLSX spreadsheet |
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Text version
© 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS
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W. MARKET STREET
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N. BRIDGE STREET
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APPLE AVENUE
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ESSEX STREET
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W. WALNUT STREET
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N. BRIDGE STREET
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FAIRVIEW AVENUE
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WASP STREET
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W. PROSPECT AVENUE
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SAN MH
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SAN MH
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SAN MH
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SAN MH
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PR. MILL AND OVERLAY (TYP.)
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RIVER
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ROAD
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DUCATUR
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HAZEL
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AVE
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MARKET
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BAINBRIDGE
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WASP
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ESSEX
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MARKET
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ELK
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BRIDGE
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LONGENECKER AVE
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FAIRVIEW
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PIONEER
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PROSPECT
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WALNUT
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HAZEL
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FRONT
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PERRY
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CHERRY
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AVE
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GAY
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MULBERRY
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ST
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RICH AVE
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WATERFORD AVE
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MOUNT
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JOY
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4TH ST
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MANSION AVE
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WALNUT ST
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MARKET
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HAZEL
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FRONT
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NEWHAVEN
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LOCUST
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LUMBER
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CHESTNUT
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MAYTOWN
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RD
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EAST DONEGAL
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PROJECT LOCATION
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PORTER
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JONES
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BIDDLE
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AL
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BAILEY
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AutoCAD SHX Text Lititz, Pennsylvania 17543
AutoCAD SHX Text 108 West Airport Road
AutoCAD SHX Text Tel 717.569.7021
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REVISION
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DESIGN
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DRAWN
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CHECKED
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CHECKED
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SURVEY DATE
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RELEASED BY
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SEAL
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SEAL
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CLIENT & PROJECT
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TITLE
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PROJECT NO.
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REV.
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FIELD BOOK
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DWG. NO.
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SCALE
AutoCAD SHX Text Dwg. Name: 1065840-S01.DWG Plotted: 8/28/2026 1:23 PM1065840-S01.DWG Plotted: 8/28/2026 1:23 PM Plotted: 8/28/2026 1:23 PM8/28/2026 1:23 PM
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OF
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SCALE: 1" = 30'
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NO
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REVISION
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ADJOINER PROPERTY
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LEGEND
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EDGE OF PAVEMENT
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PROPOSED MILL AND OVERLAY (27,073 SF. / 0.62 ACRES)
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EDWARD J. VAN ARSDALE, III, PE
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CADD
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EJV
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CADD
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BLE
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BOROUGH OF MARIETTA
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111 E. MARKET ST.
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MARIETTA, PA 17547
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NORTH BRIDGE STREET
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MILL & OVERLAY
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BOROUGH OF MARIETTA, LANCASTER COUNTY, PA
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MILL & OVERLAY
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PLAN
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AutoCAD SHX Text C-01
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SCALE IN FEET
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AutoCAD SHX Text %%uLOCATION MAP
AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, < 0.3 MILLION ESALs, 9.5MM MIX, 1 1/2" DEPTH, SRL-H
AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG64S-22, < 0.3 MILLION ESALs, 9.5MM MIX, SRL-H (ONLY WHEN GREATER OR EQUAL TO 1")
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LL
AutoCAD SHX Text DENOTES AN AREA OF THE EXISTING PAVEMENT TO BE MILLED TO PROVIDE PROPER TRANSITION FOR THE NEW PAVEMENT COURSE. THE DEPTH SHOULD EQUAL THE FULL DEPTH OF THE NEW PAVEMENT COURSE AND GRADUALLY TAPER TO NOTHING OVER A LENGTH (Lw, OR LL) SHOWN IN TABLE A. THE VARIABLE DEPTH MILLING IS INCIDENTAL TO THE PAVING ITEM.
AutoCAD SHX Text Lw= THE MINIMUM LENGTH OF EXISTING PAVEMENT THE MINIMUM LENGTH OF EXISTING PAVEMENT TO BE MILLED FOR THE WEARING COURSE. LL= THE MINIMUM LENGTH OF EXISTING PAVEMENT THE MINIMUM LENGTH OF EXISTING PAVEMENT TO BE MILLED FOR THE LEVELING COURSE.
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TYPICAL PAVING NOTCH DETAIL
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NO SCALE
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LEGEND
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TABLE A
AutoCAD SHX Text REGULATORY POSTED SPEED LIMIT (mph)
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MINIMUM LENGTH OF MILLING
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LL
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AutoCAD SHX Text <5050
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PAVING TO CURB DETAIL
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NO SCALE
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EXISTING AGGREGATE SUBBASE
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PG 64S-22 TACK COAT
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EXISTING ASPHALT PAVING
AutoCAD SHX Text INSTALL SCRATCH COURSE TO FILL WHEEL RUTS AND OTHER DEPRESSIONS PRIOR TO INSTALLATION OF WEARING COURSE (TYP.)
AutoCAD SHX Text SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG64S-22, < 0.3 MILLION ESALs, 9.5MM MIX, 1 1/2" DEPTH, SRL-H
AutoCAD SHX Text NOTE: EXISTING PAVING SHALL BE MILLED TO A DEPTH OF 1 1/2" FOR OVERLAID PAVING TO MATCH EXISTING GRADES AND TO MAINTAIN POSITIVE DRAINAGE AWAY FROM EXISTING STRUCTURES.
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(SEE NOTE)
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* TACK COAT IS TO BE APPLIED AS SPECIFIED IN PENNDOT PUBLICATION 408, SECTION 460
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JOINT SEAL
| Sheets and Views |
| BASE_24X36 |
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