2-ADDENDUM NO. 1 NARRATIVE - VAN HORN ACAP PROJECT.pdf
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- Indiana County, Pennsylvania
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This is Addendum No. 1 to the contract documents and specifications manual for the Van Horn Farm Agricultural Conservation Assistance Program (ACAP) Project, prepared by W.J. Young & Associates, Inc. for the Indiana County Conservation District in Washington Township, Indiana County, Pennsylvania. The project encompasses farmstead improvements including access roads, stream crossings, a watering system, and stormwater control measures at 426 Hudson Road, Creekside, Pennsylvania. Sealed proposals are due by 9:00 AM Eastern Time on Thursday, July 2, 2026, with public opening and posting on PennBid's website. A mandatory site showing is scheduled for Wednesday, June 17, 2026, at 9:00 AM on-site. All bidders must acknowledge receipt of Addendum No. 1 by signing the cover sheet and attaching a signed copy to their submitted bid, with failure to do so potentially resulting in disqualification.
Addendum No. 1 provides clarifications and revisions to the original contract documents, including a newly developed Section 01010 Methods of Measurement and Payment Document for bid form clarification aligned with the Engineer's Opinion of Probable Costs. Drawing revisions have been marked with red revision clouds numbered "1" and include updates to multiple sheets regarding electrical wiring for the proposed well pump, specifications for concrete pad depth (6 inches), well pressure tank settings, waterline utility backfill materials, tire trough specifications (minimum 4-foot diameter tires), drop box inlet installation details, and new details for well pump controls and a tire trough float system. All bidders must submit a bid bond equal to 10% of the bid total, and the project is subject to prevailing minimum wage requirements. The Indiana County Conservation District reserves the right to reject any or all proposals.
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ADDENDUM NO. 1
CONTRACT DOCUMENTS AND SPECIFICATIONS MANUAL
FOR
VAN HORN FARM ACAP PROJECT
WASHINGTON TOWNSHIP, INDIANA COUNTY
PENNSYLVANIA
MAY 11, 2026
PREPARED BY: FOR:
W.J. YOUNG & ASSOCIATES, INC. INDIANA COUNTY CONSERVATION DISTRICT
CONSULTING ENGINEERS 435 HAMILL ROAD
2039 S. 6TH STREET INDIANA, PA 15701
INDIANA, PA 15701 PH: (724) 471-4751
PH: (724) 463-7090
PLEASE ACKNOWLEDGE RECEIPT OF ADDENDUM NO. 1 BY SIGNING BELOW AND ATTACHING
A SIGNED COPY WITH THE BID UPON SUBMISSION.
NAME TITLE DATE
COMPANY
INDIANA COUNTY CONSERVATION DISTRICT
ADD1-1
A. Bidders are instructed to acknowledge receipt of this Addendum No. 1 by signing the cover sheet, where indicated, and attach/upload a copy to the Bid submitted to the Indiana County
Conservation District with reference to the subject project. Failure to do so may subject the bidder to disqualification.
B. SCOPE
1. This Addendum No. 1 shall be part of the Contract Documents and consist of page AD1-1, AD1-2 and attachments.
2. The following revisions, interpretation, attachments and/or supplementation pertaining to the Contract Documents for the Project are addressed by Addendum No. 1.
C. CONTRACT DOCUMENTS
1. Section 01010 - Methods of Measurement and Payment Document
a. Section 01010 - Methods of Measurement and Payment Document has been developed and attached to this addendum for clarification on Bid Form units of measure and payment. This document was created to reflect each line item on the Engineer’s Opinion of Probable Costs.
D. DRAWING CHANGES
1. An “Addendum 1” revision has been added to the Contract Drawings and issued as a part of this addendum. All changes or updates to the Contract Drawings for this addendum have been clearly identified with a red "revision cloud” with a “1” annotation next to the revision cloud.
a. Sheet C.00.1 has been revised to include a revision date for the addendum and an additional sheet for the well pump and control detail (C.02.8).
b. Sheet C.02.1 has been revised to include a note regarding the electrical wiring for the proposed well pump.
c. Sheet C.02.1 has been revised to show the underground electrical wiring from the single family home to the well pump.
d. Sheet C.02.1 has been revised to update a note regarding the 12’x12’ concrete pad to specify a 6-inch concrete depth.
e. Sheet C.02.1 has been revised to update the location of the air release valve.
f. Sheet C.02.1 has been revised to include a note regarding critical stage
INDIANA COUNTY CONSERVATION DISTRICT
ADD1-2
inspections involving the design engineer’s presence onsite.
g. Sheet C.02.4 has been revised to update the “cut in and cut out” settings on the well pressure tank.
h. Sheet C.02.4 has been revised to include a note on the “Standard Trenching, Bedding, & Backfill” detail regarding waterline utility backfill material.
i. Sheet C.02.6 has been revised to update a table for the exterior site concrete specified for the 12’x12’ concrete pad.
j. Sheet C.02.7 has been renamed for consistency.
k. Sheet C.02.7 has been revised for a new waterline air release valve detail and includes a note regarding riser and vault construction.
l. Sheet C.02.8 as been added to the drawing set to include a well pump and well pump control detail, and a tire trough float system detail.
E. CLARIFICATIONS
1. The tire size for the tire trough has been added to the drawings. Tire size shall be at least 4-feet in diameter.
2. The 2’x4’ drop box inlets proposed on the project shall be installed with a level top as shown on the profile on sheet C.02.3.
3. Contractor must coordinate with landowner regarding the temporary containment of cattle during the proposed construction within the pasture areas.
4. The note on sheet C.02.2 on the water deflect detail that states that “Deflector shall be inspected weekly and after each runoff event” pertains to the long-term operation and maintenance of the deflector and is not a contractor responsibility.
Young & Associates | Engineers • Surveyors
Date: May 11, 2026 Joshua T. James, P.E.
Vice President jjames Image
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