6-231013 Con Plan 06.pdf
PDF 12 MB Posted
- Solicitation number
- Not on record
- Issued by
- York County, Pennsylvania
About this file
This is a construction plan document prepared by James R. Holley & Associates, Inc. for North York Borough, York County, Pennsylvania, detailing storm sewer improvements and curb and sidewalk construction as part of a 2024-2026 Community Development Block Grant (CDBG) project. The project scope includes installation of storm sewer inlet tops and boxes, manholes, storm sewer piping, replacement of concrete curbing and sidewalks, ADA ramps, and driveway apron construction. Sealed proposals are being received online through the PennBid Program until 10:00 A.M. on Monday, March 9, 2026, with bids to be opened and publicly displayed on the platform. Contract awards will be made at a regularly scheduled Borough Council meeting based on engineer recommendations. A bid bond or certified check equal to five percent (5%) of the bid amount must accompany each proposal, and the successful bidder must furnish performance and payment bonds each in the amount of one hundred percent (100%) of the contract price.
The project is funded by the U.S. Department of Housing and Urban Development and is subject to Davis-Bacon Act prevailing wage requirements as determined by the U.S. Labor Department's Wage Decision included in the specifications, as well as Section 3 of the Housing Act of 1968 provisions. All bidders must submit evidence of qualifications to perform the work. Bids remain valid for 60 days after opening. North York Borough reserves the right to accept or reject any or all bids. Complete bidding documents and construction plans are available at no cost through the PennBid Program website.
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Other files
| File | Type | Posted |
|---|---|---|
| 1-06g - PWEVF.pdf | ||
| 5-NYB CDBG Bid Contract Documents 2-12-26.pdf | ||
| 7-231013 Con Plan 06.pdf | ||
| 3-231013 HOP Rev1 11-6-25.pdf | ||
| 2-05b -Sec. 3 Reqs and Forms.pdf | ||
| 4-05a - Bid Proposal.pdf |
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Text version
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DATE:
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DRAWN BY:
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DESIGNED/CK'D BY:
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PROJECT NO.
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AutoCAD SHX Text 717-846-4373 Fax 717-893-7124 Email: jrh@jrholley.com
AutoCAD SHX Text 18 South George Street York, PA 17401
AutoCAD SHX Text ssociates,Inc.
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AutoCAD SHX Text J
AutoCAD SHX Text ames R. Holley
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BY
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DESCRIPTION
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ENGINEERS PLANNERS SURVEYORS
AutoCAD SHX Text Z: 231013 / dwg / 231013_HOP.dwg
AutoCAD SHX Text 231013
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CONSTRUCTION PLANS
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FOR
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NORTH YORK BOROUGH
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2024-2026 CDBG PROJECT
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STORM SEWER IMPROVEMENTS
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CONSTRUCTION NOTES & DETAILS CONT.
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NORTH YORK BOROUGH
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YORK CO., PA
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AutoCAD SHX Text 08/20/2025
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AS SHOWN
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LTE
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JMB
AutoCAD SHX Text 2025 James R. Holley & Associates, Inc.
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SIDEWALK (WIDTH VARIES)
AutoCAD SHX Text 3/4"R
AutoCAD SHX Text 7"
AutoCAD SHX Text 1/4"R
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MIN.
AutoCAD SHX Text 18"
AutoCAD SHX Text 1"
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SLOPE 1/4"/FT.
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SLOPE 1/4"/FT.
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NO SCALE
AutoCAD SHX Text %%uELEVATION DETAIL CURB & SIDEWALK
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4" AASHTO NO. 57
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%%UNOTES:
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SIDEWALK
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CURBING
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SHALL BE CONSTRUCTED PER SECTION 630, PENN DOT
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4" OR 6" THICK*
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PUBLICATION 408/2016.
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EXISTING STREET GRADE
AutoCAD SHX Text 12" EXPANSION JOINT MATERIAL AGAINST ALL EXISTING STRUCTURES SEAL TOP WITH EXPANSION JOINT SEALANT
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12" EXPANSION JOINT
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SEAL WITH RUBBERIZED SEALANT
AutoCAD SHX Text SIDEWALK SHALL BE 6" THICK AT DRIVEWAY CROSSINGS, ALL OTHER SIDEWALK SHALL BE 4" THICK. PLACE WELDED WIRE FABRIC (6x6, 6 GA.) 2" BELOW TOP SURFACE IN 6" THICK SIDEWALK.
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AutoCAD SHX Text SIDEWALK SHALL BE CONSTRUCTED OF CLASS A (3300 psi) CONCRETE, 4 OR 6 INCHES THICK AS NOTED AND PLACED ON 4 INCH BED OF CRUSHED STONE. THE WIDTH SHALL BE AS SHOWN OR REQUIRED.
AutoCAD SHX Text CONTRACTION JOINTS SHALL BE EVERY 5 FEET AND BE 3/16 INCHES WIDE AND 2 INCHES DEEP.
AutoCAD SHX Text THE 1/2 INCH EXPANSION JOINT MATERIAL SHALL BE CUT TO THE CROSS SECTIONAL AREA OF THE SIDEWALK AND OR STRUCTURE AND SPACED AT A MAXIMUM OF 30 FEET.
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INSTALL SIDEWALK IN ACCORDANCE WITH PUBLICATION 408, SECTION 676.
AutoCAD SHX Text WWF 6x6 6 GA. IN 6" THICK SIDEWALK ONLY
AutoCAD SHX Text 2"
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STONE BASE
AutoCAD SHX Text 6"
AutoCAD SHX Text ALL EXISTING DRAINS UNDER THE EXISTING SIDEWALK AND THROUGH THE EXISTING CURB SHALL BE REPLACED WITH A TRENCH DRAIN. TRENCH DRAIN SHALL BE NDS SPEE-D CHANNEL AND INCLUDE END CAP, END FITTING AND PLASTIC GRATES (OR APPROVED EQUAL). TRENCH DRAIN SHALL BE CONNECTED TO EXISTING DOWNSPOUT PIPING.
| Sheets and Views |
| 231013_HOP-6 |
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