Attachment A - Gate and Guiderail Coordinates.pdf

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Attached to
District 5 I-78 Warning Gates
Solicitation number
6100066744
Issued by
Lehigh County, Allentown City, Pennsylvania

About this file

This is an attachment document for a Pennsylvania state contract opportunity issued by District 5 for the repair and maintenance of warning gates along Interstate 78 in Berks and Lehigh Counties. The document provides a comprehensive listing of gate and guiderail coordinates for twenty locations across multiple interchanges and on/off-ramps along the I-78 corridor, including exits at SR 4011, SR 61, 4th Street, SR 143, SR 100, and connecting routes. Each gate location is identified with precise GPS coordinates and includes specific comments regarding the type of protection or treatment required, such as existing guiderail protection, MASH 10 end treatments, terminal sections, bank anchors, and barrier protection. The locations span from Shartlesville in the west through Pottsville/Reading, Lenhartsville, Lynnport/New Smithville, to Fogelsville/Trexlertown in the east.

The document serves as a reference guide for bidders to identify the exact scope of work locations and existing conditions for each gate installation. The coordinate system and detailed comments enable contractors to assess the specific maintenance or repair requirements at each interchange, including whether work will involve protecting existing guiderail systems, installing terminal sections, or working with structural mounts and bank anchors. This attachment is essential for bidders to understand the geographic distribution and technical specifications of the work across the I-78 District 5 corridor.

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Text version

7/13/2022

Sheet Exit Interchange Gates Location Pole Coordinate Comments SR 4011 to I-78 EB On-Ramp (Ramp B7) LT 40.51610° N, 76.11130° W Protected by Existing Guiderail SR 4011 to I-78 WB On Ramp (Ramp D7) 40.51535° N, 76.11063° W Protected by Existing Guiderail SR 61 SB to I-78 WB On-Ramp 40.55868° N, 76.00035° W MASH 10 End Treatement with Terminal Section SR 61 NB to I-78 WB On-Ramp at Signal 40.55818° N, 75.99965° W Extend form existing back with Terminal Section SR 61 SB to I-78 EB On-Ramp 40.55625° N, 75.99747° W Protected by Existing Guiderail SR 61 NB to I-78 EB On-Ramp at Signal 40.55571° N, 75.99694° W Bank Anchor with Terminal Section

I-78 EB Off-Ramp to 4th Street 40.56175° N, 75.98483° W Protected by Barrier and Existing Guiderail

4th Street to EB I-78 40.56219° N. 75.98330° W Protected by Existing Guiderail

4th Street to WB I-78 40.56222° N, 75.98342° W Protected by Existing Guiderail I-78 WB Off-Ramp to 4th Street 40.56324° N, 75.98232° W Structure mount to single face and Terminal Section SR 143 to I-78 EB On-Ramp 40.57621° N, 75.88818° W MASH 10 under bridge and Terminal Section SR 143 to I-78 WB On-Ramp 40.57799° N, 75.88875° W MASH 10 with Bank Anchor start at Driveway north of project.

I78 Eastbound On Ramp 40.57703° N, 75.79922° W Protected by Existing Guiderail I78 Westbound On Ramp 40.57779° N, 75.79850° W Protected by Existing Guiderail I78 Eastbound On Ramp 40.57969° N. 75.70731° W Protected by Existing Guiderail I78 Westbound On Ramp 40.58057° N, 75.70803° W Protected by Existing Guiderail 100 NB to I-78 WB On Ramp 40.57775° N, 75.62239° W Attach to existing and extend past with Terminal Section 100 SB to I-78 WB On Ramp 40.57885° N. 75.62410° W Protected by Existing Guiderail 100 NB to I-78 EB On Ramp 40.58104° N, 75.62453° W Attach to existing and extend past with Bank Anchor 100 SB to I-78 EB On Ramp 40.58245° N, 75.62582° W MASH 10 End Treatement with Terminal Section

35 SR 143 Lenhartsville

SR 737 Krumsville

SR 863 Lynnport/New Smithville

SR 100 Fogelsville/Trexlertown

1 23 SR 4011 Shartlesville 2

29 SR 61 Pottsville/Reading 4

4 30 4th Street at Hamburg

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