9-WBCM - Site Layout Plan.pdf

PDF 909 KB Posted

Attached to
Rebid of John Roebling's Historic Wire Rope Workshop 2026-1
Solicitation number
Not on record
Issued by
Butler County, Pennsylvania

About this file

This is a Site Layout Plan for the Borough of Saxonburg in Butler County, Pennsylvania, prepared by Whitney Bailey Cox & Magnani, LLC (WBCM) for the John Roebling's Historic Wire Rope Workshop Restoration project. The plan, dated October 19, 2022 and drawn at a scale of 1" = 20', depicts the site layout improvements for the historic Roebling Wire rope shop, including the locations of existing and new buildings (workshop, museum, gazebo, and pavilion), utility infrastructure (electrical, gas, water, sanitary, and storm drain systems), site features (concrete pads, brick walks, stone memorials, flag poles, and landscaping), and proposed drainage improvements. The schematic design shows storm drain notes including new 8" HDPE combined storm sewer and underdrain pipe (SD-1), new 6" HDPE storm drain (SD-2), new 4" HDPE perforated pipe and French drain system (SD-3), connections to existing catch basins (SD-4), and new PennDOT Type M inlets (SD-5). Construction notes address the protection of buried cables, electrical transformers, and the relocation of the workshop building, electrical meter, and sign/tie-rod display.

The plan serves as the schematic foundation for the site drainage improvements portion of a design-build project focused on foundation renovation and water infiltration remediation of the historic structure. Signed and sealed architectural, engineering, and final permit drawings are required to be submitted by all bidding contractors to Codesys Code Consulting, with design costs to be broken out separately for grant reimbursement. The project is financed in part by a grant from the Commonwealth of Pennsylvania through the Commonwealth Financing Authority and will be executed in accordance with the Secretary of the Interior's Standards for the treatment of Historic Properties.

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Text version

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N-1 NEW CONCRETE SIDEWALK.

N-2 LOCATE BURIED CABLE AND PROTECT DURING TEMPORARY BUILDING

RELOCATION AND FOUNDATION CONSTRUCTION.

N-3 PROTECT ELECTRICAL TRANSFORMER DURING ALL PHASES OF

CONSTRUCTION.

N-4 DISCONNECT EXISTING ELECTRICAL METER AND REINSTALL ON

RELOCATED WORKSHOP BUILDING.

N-5 REINSTALL SIGN AND TIE-ROD DISPLAY W/CONCRETE PAD

CONSTRUCTION NOTES:

LEGEND

NEW

+ 1114.85

SD-1 NEW 8" HDPE COMBINED STORM SEWER AND UNDERDRAIN PIPE.

SD-2 NEW 6" HDPE STORM DRAIN.

SD-3 NEW 4" HDPE PERFORATED PIPE & FRENCH DRAIN SYSTEM.

SD-4 CONNECT TO EXISTING CATCH BASIN.

SD-5 NEW PENNDOT TYPE "M" INLET.

STORM DRAIN NOTES:

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\\wbcm.llc\data\Projects\2022\22036200\Drawings\07-Site\2022036200-C201-Site Layout Plan.dwg C WBCM 2022

DESIGNED: M.A.M.

DRAWN: H.H.

CHECKED: B.W.L.

DATE: 10/19/2022

SCALE:

DRAWING:

PROJECT: 2022.0362.00

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1" = 20'

SITE LAYOUT PLAN

SCALE: 1" = 20'

CAUTION:

IF THIS DRAWING IS A REDUCTION,

USE THE GRAPHIC SCALES.

1"=20'-0" 20 0 10 20 40 jweidler Callout Brick walk

File details come from the government source that posted it. Updated .