3-Van Horn ACAP Addendum 1 Plans.pdf

PDF 29 MB Posted Jun 1, 2026

Attached to: Agricultural Conservation Assistance Program Project
Solicitation number: Not on record
Issued by: Indiana County, Pennsylvania

About this file

Written by GovTribe AI · Jun 9, 2026

This is an addendum to construction plans for the Gregg Van Horn Agricultural Conservation Assistance Program (ACAP) project, prepared by W.J. Young & Associates, Inc., for the Indiana County Conservation District (ICCD) in Washington Township, Indiana County, Pennsylvania. The project encompasses farmstead improvements at 426 Hudson Road, Creekside, PA 15732, including a 12-foot wide access road improvement totaling approximately 742 linear feet, a 1.5-inch AWWA C901 HDPE waterline installation with stream crossing capabilities, storm water drainage infrastructure with 12-inch HDPE pipes and drainage outlets, cattle exclusion fencing, a livestock watering gravel pad, water deflectors spaced 75 feet apart along the access road, and related erosion and sediment control measures. The sealed bid submission deadline is 9:00 AM Eastern Time on Thursday, July 2, 2026, with a mandatory site visit scheduled for Wednesday, June 17, 2026, at 9:00 AM. Bidders must submit proposals through PennBid and provide a bid bond equal to 10 percent of the total bid amount.

The project requires compliance with Pennsylvania Department of Transportation specifications (PUB 408), Pennsylvania Department of Environmental Protection erosion and sedimentation control regulations (Title 25, Part 1, Subpart C, Article II, Chapter 102), and a PennDOT Highway Occupancy Permit pursuant to Section 420 of the State Highway Law. All materials and workmanship must conform to the latest edition of applicable specifications. The contractor is responsible for verifying utility locations and invert elevations prior to construction, maintaining traffic on adjoining roads and drives, and notifying the engineer immediately of any design conflicts. A final erosion and sedimentation control plan and permit must be in place before earthwork commences. The project is subject to prevailing minimum wage requirements. The ICCD reserves the right to reject any or all proposals. Construction plans include detailed site plans, utility and drainage layouts, access road improvement specifications, and erosion control details across multiple sheets prepared as of December 11, 2024, with Addendum No. 1 issued May 11, 2026.

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Other files

File	Type	Posted
4-Lone Oak Bid Package.docx	DOCX document	Jul 10, 2026
3-Lone Oak Bid Submittal Packet.docx	DOCX document	Jul 10, 2026
1-Penn Bid Legal Ad for Construction Bid Notice Lone Oak (Cody Simpson).pdf	PDF	Jul 10, 2026
5-Fencing designs.pdf	PDF	Jul 10, 2026
2-lone oak prevailing wage docs.pdf	PDF	Jul 10, 2026
2-ADDENDUM NO. 1 NARRATIVE - VAN HORN ACAP PROJECT.pdf	PDF	Jun 1, 2026
1-van horn bid pack final.pdf	PDF	Jun 1, 2026
5-Methods of Measurement and Payment.pdf	PDF	Jun 1, 2026
4-Addendum 1 - Van Horn Bid Submittal Packet April 2026.pdf	PDF	Jun 1, 2026

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VAN HORN FARM ACAP PROJECT

PERMITTING & CONSTRUCTION PLANS

GREGG VAN HORN

AutoCAD SHX Text GENERAL NOTES: 1. TRAFFIC SHALL BE MAINTAINED ON ALL ADJOINING STREETS AND DRIVES AT TRAFFIC SHALL BE MAINTAINED ON ALL ADJOINING STREETS AND DRIVES AT SHALL BE MAINTAINED ON ALL ADJOINING STREETS AND DRIVES AT SHALL BE MAINTAINED ON ALL ADJOINING STREETS AND DRIVES AT BE MAINTAINED ON ALL ADJOINING STREETS AND DRIVES AT BE MAINTAINED ON ALL ADJOINING STREETS AND DRIVES AT MAINTAINED ON ALL ADJOINING STREETS AND DRIVES AT MAINTAINED ON ALL ADJOINING STREETS AND DRIVES AT ON ALL ADJOINING STREETS AND DRIVES AT ON ALL ADJOINING STREETS AND DRIVES AT ALL ADJOINING STREETS AND DRIVES AT ALL ADJOINING STREETS AND DRIVES AT ADJOINING STREETS AND DRIVES AT ADJOINING STREETS AND DRIVES AT STREETS AND DRIVES AT STREETS AND DRIVES AT AND DRIVES AT AND DRIVES AT DRIVES AT DRIVES AT AT AT ALL TIMES. TRAFFIC CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH TIMES. TRAFFIC CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH TIMES. TRAFFIC CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH TRAFFIC CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH TRAFFIC CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH CONTROL SHALL BE MAINTAINED IN ACCORDANCE WITH SHALL BE MAINTAINED IN ACCORDANCE WITH SHALL BE MAINTAINED IN ACCORDANCE WITH BE MAINTAINED IN ACCORDANCE WITH BE MAINTAINED IN ACCORDANCE WITH MAINTAINED IN ACCORDANCE WITH MAINTAINED IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH ACCORDANCE WITH ACCORDANCE WITH WITH WITH PENNDOT'S REQUIREMENTS. 2. CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATION OF ALL CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATION OF ALL SHALL VERIFY THE LOCATION AND INVERT ELEVATION OF ALL SHALL VERIFY THE LOCATION AND INVERT ELEVATION OF ALL VERIFY THE LOCATION AND INVERT ELEVATION OF ALL VERIFY THE LOCATION AND INVERT ELEVATION OF ALL THE LOCATION AND INVERT ELEVATION OF ALL THE LOCATION AND INVERT ELEVATION OF ALL LOCATION AND INVERT ELEVATION OF ALL LOCATION AND INVERT ELEVATION OF ALL AND INVERT ELEVATION OF ALL AND INVERT ELEVATION OF ALL INVERT ELEVATION OF ALL INVERT ELEVATION OF ALL ELEVATION OF ALL ELEVATION OF ALL OF ALL OF ALL ALL ALL EXISTING UTILITIES WITH PROPOSED CONNECTIONS PRIOR TO CONSTRUCTION UTILITIES WITH PROPOSED CONNECTIONS PRIOR TO CONSTRUCTION UTILITIES WITH PROPOSED CONNECTIONS PRIOR TO CONSTRUCTION WITH PROPOSED CONNECTIONS PRIOR TO CONSTRUCTION WITH PROPOSED CONNECTIONS PRIOR TO CONSTRUCTION PROPOSED CONNECTIONS PRIOR TO CONSTRUCTION PROPOSED CONNECTIONS PRIOR TO CONSTRUCTION CONNECTIONS PRIOR TO CONSTRUCTION CONNECTIONS PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION PRIOR TO CONSTRUCTION TO CONSTRUCTION TO CONSTRUCTION CONSTRUCTION CONSTRUCTION AND GRADING OF THE SITE. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED GRADING OF THE SITE. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED GRADING OF THE SITE. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF THE SITE. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED OF THE SITE. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED THE SITE. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED THE SITE. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED SITE. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED SITE. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED ENGINEER SHALL BE IMMEDIATELY NOTIFIED ENGINEER SHALL BE IMMEDIATELY NOTIFIED SHALL BE IMMEDIATELY NOTIFIED SHALL BE IMMEDIATELY NOTIFIED BE IMMEDIATELY NOTIFIED BE IMMEDIATELY NOTIFIED IMMEDIATELY NOTIFIED IMMEDIATELY NOTIFIED NOTIFIED NOTIFIED OF ANY DESIGN CONFLICTS. 3. ALL MATERIALS AND WORKMANSHIP INVOLVED IN THIS SITE WORK SHALL BE ALL MATERIALS AND WORKMANSHIP INVOLVED IN THIS SITE WORK SHALL BE MATERIALS AND WORKMANSHIP INVOLVED IN THIS SITE WORK SHALL BE MATERIALS AND WORKMANSHIP INVOLVED IN THIS SITE WORK SHALL BE AND WORKMANSHIP INVOLVED IN THIS SITE WORK SHALL BE AND WORKMANSHIP INVOLVED IN THIS SITE WORK SHALL BE WORKMANSHIP INVOLVED IN THIS SITE WORK SHALL BE WORKMANSHIP INVOLVED IN THIS SITE WORK SHALL BE INVOLVED IN THIS SITE WORK SHALL BE INVOLVED IN THIS SITE WORK SHALL BE IN THIS SITE WORK SHALL BE IN THIS SITE WORK SHALL BE THIS SITE WORK SHALL BE THIS SITE WORK SHALL BE SITE WORK SHALL BE SITE WORK SHALL BE WORK SHALL BE WORK SHALL BE SHALL BE SHALL BE BE BE IN ACCORDANCE WITH THE LATEST EDITION, INCLUDING SUPPLEMENTS, OF ACCORDANCE WITH THE LATEST EDITION, INCLUDING SUPPLEMENTS, OF ACCORDANCE WITH THE LATEST EDITION, INCLUDING SUPPLEMENTS, OF WITH THE LATEST EDITION, INCLUDING SUPPLEMENTS, OF WITH THE LATEST EDITION, INCLUDING SUPPLEMENTS, OF THE LATEST EDITION, INCLUDING SUPPLEMENTS, OF THE LATEST EDITION, INCLUDING SUPPLEMENTS, OF LATEST EDITION, INCLUDING SUPPLEMENTS, OF LATEST EDITION, INCLUDING SUPPLEMENTS, OF EDITION, INCLUDING SUPPLEMENTS, OF EDITION, INCLUDING SUPPLEMENTS, OF INCLUDING SUPPLEMENTS, OF INCLUDING SUPPLEMENTS, OF SUPPLEMENTS, OF SUPPLEMENTS, OF OF OF THE PENNSYLVANIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS PUB. PENNSYLVANIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS PUB. PENNSYLVANIA DEPARTMENT OF TRANSPORTATION SPECIFICATIONS PUB. DEPARTMENT OF TRANSPORTATION SPECIFICATIONS PUB. DEPARTMENT OF TRANSPORTATION SPECIFICATIONS PUB. OF TRANSPORTATION SPECIFICATIONS PUB. OF TRANSPORTATION SPECIFICATIONS PUB. TRANSPORTATION SPECIFICATIONS PUB. TRANSPORTATION SPECIFICATIONS PUB. SPECIFICATIONS PUB. SPECIFICATIONS PUB. PUB. PUB. FORM 408, UNLESS OTHERWISE NOTED. 4. A PENNDOT HIGHWAY OCCUPANCY PERMIT, PURSUANT TO SECTION 420 OF A PENNDOT HIGHWAY OCCUPANCY PERMIT, PURSUANT TO SECTION 420 OF PENNDOT HIGHWAY OCCUPANCY PERMIT, PURSUANT TO SECTION 420 OF PENNDOT HIGHWAY OCCUPANCY PERMIT, PURSUANT TO SECTION 420 OF HIGHWAY OCCUPANCY PERMIT, PURSUANT TO SECTION 420 OF HIGHWAY OCCUPANCY PERMIT, PURSUANT TO SECTION 420 OF OCCUPANCY PERMIT, PURSUANT TO SECTION 420 OF OCCUPANCY PERMIT, PURSUANT TO SECTION 420 OF PERMIT, PURSUANT TO SECTION 420 OF PERMIT, PURSUANT TO SECTION 420 OF PURSUANT TO SECTION 420 OF PURSUANT TO SECTION 420 OF TO SECTION 420 OF TO SECTION 420 OF SECTION 420 OF SECTION 420 OF 420 OF 420 OF OF OF THE ACT OF JUNE 1, 1945 (P.L. 1242 NO. 428), KNOWN AS THE "STATE ACT OF JUNE 1, 1945 (P.L. 1242 NO. 428), KNOWN AS THE "STATE ACT OF JUNE 1, 1945 (P.L. 1242 NO. 428), KNOWN AS THE "STATE OF JUNE 1, 1945 (P.L. 1242 NO. 428), KNOWN AS THE "STATE OF JUNE 1, 1945 (P.L. 1242 NO. 428), KNOWN AS THE "STATE JUNE 1, 1945 (P.L. 1242 NO. 428), KNOWN AS THE "STATE JUNE 1, 1945 (P.L. 1242 NO. 428), KNOWN AS THE "STATE 1, 1945 (P.L. 1242 NO. 428), KNOWN AS THE "STATE 1, 1945 (P.L. 1242 NO. 428), KNOWN AS THE "STATE 1945 (P.L. 1242 NO. 428), KNOWN AS THE "STATE 1945 (P.L. 1242 NO. 428), KNOWN AS THE "STATE (P.L. 1242 NO. 428), KNOWN AS THE "STATE (P.L. 1242 NO. 428), KNOWN AS THE "STATE 1242 NO. 428), KNOWN AS THE "STATE 1242 NO. 428), KNOWN AS THE "STATE NO. 428), KNOWN AS THE "STATE NO. 428), KNOWN AS THE "STATE 428), KNOWN AS THE "STATE 428), KNOWN AS THE "STATE KNOWN AS THE "STATE KNOWN AS THE "STATE AS THE "STATE AS THE "STATE THE "STATE THE "STATE "STATE "STATE HIGHWAY LAW" IS REQUIRED FOR DRIVEWAY ACCESS TO ANY STATE LAW" IS REQUIRED FOR DRIVEWAY ACCESS TO ANY STATE LAW" IS REQUIRED FOR DRIVEWAY ACCESS TO ANY STATE IS REQUIRED FOR DRIVEWAY ACCESS TO ANY STATE IS REQUIRED FOR DRIVEWAY ACCESS TO ANY STATE REQUIRED FOR DRIVEWAY ACCESS TO ANY STATE REQUIRED FOR DRIVEWAY ACCESS TO ANY STATE FOR DRIVEWAY ACCESS TO ANY STATE FOR DRIVEWAY ACCESS TO ANY STATE DRIVEWAY ACCESS TO ANY STATE DRIVEWAY ACCESS TO ANY STATE ACCESS TO ANY STATE ACCESS TO ANY STATE TO ANY STATE TO ANY STATE ANY STATE ANY STATE STATE STATE ROADWAY. 5. A FINAL EROSION AND SEDIMENTATION CONTROL PLAN AND PERMIT A FINAL EROSION AND SEDIMENTATION CONTROL PLAN AND PERMIT FINAL EROSION AND SEDIMENTATION CONTROL PLAN AND PERMIT FINAL EROSION AND SEDIMENTATION CONTROL PLAN AND PERMIT EROSION AND SEDIMENTATION CONTROL PLAN AND PERMIT EROSION AND SEDIMENTATION CONTROL PLAN AND PERMIT AND SEDIMENTATION CONTROL PLAN AND PERMIT AND SEDIMENTATION CONTROL PLAN AND PERMIT SEDIMENTATION CONTROL PLAN AND PERMIT SEDIMENTATION CONTROL PLAN AND PERMIT CONTROL PLAN AND PERMIT CONTROL PLAN AND PERMIT PLAN AND PERMIT PLAN AND PERMIT AND PERMIT AND PERMIT PERMIT PERMIT PURSUANT TO THE RULES AND REGULATIONS OF THE PENNSYLVANIA TO THE RULES AND REGULATIONS OF THE PENNSYLVANIA TO THE RULES AND REGULATIONS OF THE PENNSYLVANIA THE RULES AND REGULATIONS OF THE PENNSYLVANIA THE RULES AND REGULATIONS OF THE PENNSYLVANIA RULES AND REGULATIONS OF THE PENNSYLVANIA RULES AND REGULATIONS OF THE PENNSYLVANIA AND REGULATIONS OF THE PENNSYLVANIA AND REGULATIONS OF THE PENNSYLVANIA REGULATIONS OF THE PENNSYLVANIA REGULATIONS OF THE PENNSYLVANIA OF THE PENNSYLVANIA OF THE PENNSYLVANIA THE PENNSYLVANIA THE PENNSYLVANIA PENNSYLVANIA PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION (TITLE 25, PART 1, SUBPART OF ENVIRONMENTAL PROTECTION (TITLE 25, PART 1, SUBPART OF ENVIRONMENTAL PROTECTION (TITLE 25, PART 1, SUBPART ENVIRONMENTAL PROTECTION (TITLE 25, PART 1, SUBPART ENVIRONMENTAL PROTECTION (TITLE 25, PART 1, SUBPART PROTECTION (TITLE 25, PART 1, SUBPART PROTECTION (TITLE 25, PART 1, SUBPART (TITLE 25, PART 1, SUBPART (TITLE 25, PART 1, SUBPART 25, PART 1, SUBPART 25, PART 1, SUBPART PART 1, SUBPART PART 1, SUBPART 1, SUBPART 1, SUBPART SUBPART SUBPART C, ARTICLE II, CHAPTER 102 OF THE PENNSYLVANIA CODE) IS REQUIRED TO ARTICLE II, CHAPTER 102 OF THE PENNSYLVANIA CODE) IS REQUIRED TO ARTICLE II, CHAPTER 102 OF THE PENNSYLVANIA CODE) IS REQUIRED TO II, CHAPTER 102 OF THE PENNSYLVANIA CODE) IS REQUIRED TO II, CHAPTER 102 OF THE PENNSYLVANIA CODE) IS REQUIRED TO CHAPTER 102 OF THE PENNSYLVANIA CODE) IS REQUIRED TO CHAPTER 102 OF THE PENNSYLVANIA CODE) IS REQUIRED TO 102 OF THE PENNSYLVANIA CODE) IS REQUIRED TO 102 OF THE PENNSYLVANIA CODE) IS REQUIRED TO OF THE PENNSYLVANIA CODE) IS REQUIRED TO OF THE PENNSYLVANIA CODE) IS REQUIRED TO THE PENNSYLVANIA CODE) IS REQUIRED TO THE PENNSYLVANIA CODE) IS REQUIRED TO PENNSYLVANIA CODE) IS REQUIRED TO PENNSYLVANIA CODE) IS REQUIRED TO CODE) IS REQUIRED TO CODE) IS REQUIRED TO IS REQUIRED TO IS REQUIRED TO REQUIRED TO REQUIRED TO TO TO BE ON SITE BEFORE ANY EARTH MOVING ACTIVITIES ON THE SITE ARE ON SITE BEFORE ANY EARTH MOVING ACTIVITIES ON THE SITE ARE ON SITE BEFORE ANY EARTH MOVING ACTIVITIES ON THE SITE ARE SITE BEFORE ANY EARTH MOVING ACTIVITIES ON THE SITE ARE SITE BEFORE ANY EARTH MOVING ACTIVITIES ON THE SITE ARE BEFORE ANY EARTH MOVING ACTIVITIES ON THE SITE ARE BEFORE ANY EARTH MOVING ACTIVITIES ON THE SITE ARE ANY EARTH MOVING ACTIVITIES ON THE SITE ARE ANY EARTH MOVING ACTIVITIES ON THE SITE ARE EARTH MOVING ACTIVITIES ON THE SITE ARE EARTH MOVING ACTIVITIES ON THE SITE ARE MOVING ACTIVITIES ON THE SITE ARE MOVING ACTIVITIES ON THE SITE ARE ACTIVITIES ON THE SITE ARE ACTIVITIES ON THE SITE ARE ON THE SITE ARE ON THE SITE ARE THE SITE ARE THE SITE ARE SITE ARE SITE ARE ARE ARE ALLOWED. 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES, INCLUDING CONTRACTOR IS RESPONSIBLE FOR VERIFYING QUANTITIES, INCLUDING IS RESPONSIBLE FOR VERIFYING QUANTITIES, INCLUDING IS RESPONSIBLE FOR VERIFYING QUANTITIES, INCLUDING RESPONSIBLE FOR VERIFYING QUANTITIES, INCLUDING RESPONSIBLE FOR VERIFYING QUANTITIES, INCLUDING FOR VERIFYING QUANTITIES, INCLUDING FOR VERIFYING QUANTITIES, INCLUDING VERIFYING QUANTITIES, INCLUDING VERIFYING QUANTITIES, INCLUDING QUANTITIES, INCLUDING QUANTITIES, INCLUDING INCLUDING INCLUDING EARTHWORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE OF THE CONTRACTOR TO NOTIFY THE OF THE CONTRACTOR TO NOTIFY THE THE CONTRACTOR TO NOTIFY THE THE CONTRACTOR TO NOTIFY THE CONTRACTOR TO NOTIFY THE CONTRACTOR TO NOTIFY THE TO NOTIFY THE TO NOTIFY THE NOTIFY THE NOTIFY THE THE THE OWNER AND ENGINEER DURING THE BIDDING PROCESS OF ANY QUANTITY AND ENGINEER DURING THE BIDDING PROCESS OF ANY QUANTITY AND ENGINEER DURING THE BIDDING PROCESS OF ANY QUANTITY ENGINEER DURING THE BIDDING PROCESS OF ANY QUANTITY ENGINEER DURING THE BIDDING PROCESS OF ANY QUANTITY DURING THE BIDDING PROCESS OF ANY QUANTITY DURING THE BIDDING PROCESS OF ANY QUANTITY THE BIDDING PROCESS OF ANY QUANTITY THE BIDDING PROCESS OF ANY QUANTITY BIDDING PROCESS OF ANY QUANTITY BIDDING PROCESS OF ANY QUANTITY PROCESS OF ANY QUANTITY PROCESS OF ANY QUANTITY OF ANY QUANTITY OF ANY QUANTITY ANY QUANTITY ANY QUANTITY QUANTITY QUANTITY DISCREPANCIES IN THE BID DOCUMENTS. ONCE THE CONSTRUCTION IN THE BID DOCUMENTS. ONCE THE CONSTRUCTION IN THE BID DOCUMENTS. ONCE THE CONSTRUCTION THE BID DOCUMENTS. ONCE THE CONSTRUCTION THE BID DOCUMENTS. ONCE THE CONSTRUCTION BID DOCUMENTS. ONCE THE CONSTRUCTION BID DOCUMENTS. ONCE THE CONSTRUCTION DOCUMENTS. ONCE THE CONSTRUCTION DOCUMENTS. ONCE THE CONSTRUCTION ONCE THE CONSTRUCTION ONCE THE CONSTRUCTION THE CONSTRUCTION THE CONSTRUCTION CONSTRUCTION CONSTRUCTION CONTRACT IS ISSUED, THE CONTRACTOR ACKNOWLEDGES THE CONTRACT IS ISSUED, THE CONTRACTOR ACKNOWLEDGES THE CONTRACT IS ISSUED, THE CONTRACTOR ACKNOWLEDGES THE CONTRACT ISSUED, THE CONTRACTOR ACKNOWLEDGES THE CONTRACT ISSUED, THE CONTRACTOR ACKNOWLEDGES THE CONTRACT THE CONTRACTOR ACKNOWLEDGES THE CONTRACT THE CONTRACTOR ACKNOWLEDGES THE CONTRACT CONTRACTOR ACKNOWLEDGES THE CONTRACT CONTRACTOR ACKNOWLEDGES THE CONTRACT ACKNOWLEDGES THE CONTRACT ACKNOWLEDGES THE CONTRACT THE CONTRACT THE CONTRACT CONTRACT CONTRACT PRICE COVERS ALL LABOR AND MATERIALS TO SUBSTANTIALLY COMPLETE COVERS ALL LABOR AND MATERIALS TO SUBSTANTIALLY COMPLETE COVERS ALL LABOR AND MATERIALS TO SUBSTANTIALLY COMPLETE ALL LABOR AND MATERIALS TO SUBSTANTIALLY COMPLETE ALL LABOR AND MATERIALS TO SUBSTANTIALLY COMPLETE LABOR AND MATERIALS TO SUBSTANTIALLY COMPLETE LABOR AND MATERIALS TO SUBSTANTIALLY COMPLETE AND MATERIALS TO SUBSTANTIALLY COMPLETE AND MATERIALS TO SUBSTANTIALLY COMPLETE MATERIALS TO SUBSTANTIALLY COMPLETE MATERIALS TO SUBSTANTIALLY COMPLETE TO SUBSTANTIALLY COMPLETE TO SUBSTANTIALLY COMPLETE SUBSTANTIALLY COMPLETE SUBSTANTIALLY COMPLETE COMPLETE COMPLETE THE PROJECT ACCORDING TO THE CONSTRUCTION PLANS.

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WASHINGTON TOWNSHIP, INDIANA COUNTY, PA

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426 HUDSON ROAD CREEKSIDE, PA

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SHEET NO.:

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VAN HORN FARM

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DESCRIPTION

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REVISIONS

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DATE

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NO.

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PROJECT NO.:

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DRAWN BY:

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CHECKED BY:

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SCALE:

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DATE:

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PLOT DATE:

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AutoCAD SHX Text COPYRIGHT STATEMENT: This document is the intellectual and creative property of W.J.Young & Associates, Inc. STATEMENT: This document is the intellectual and creative property of W.J.Young & Associates, Inc. STATEMENT: This document is the intellectual and creative property of W.J.Young & Associates, Inc. This document is the intellectual and creative property of W.J.Young & Associates, Inc. This document is the intellectual and creative property of W.J.Young & Associates, Inc. document is the intellectual and creative property of W.J.Young & Associates, Inc. document is the intellectual and creative property of W.J.Young & Associates, Inc. is the intellectual and creative property of W.J.Young & Associates, Inc. is the intellectual and creative property of W.J.Young & Associates, Inc. the intellectual and creative property of W.J.Young & Associates, Inc. the intellectual and creative property of W.J.Young & Associates, Inc. intellectual and creative property of W.J.Young & Associates, Inc. intellectual and creative property of W.J.Young & Associates, Inc. and creative property of W.J.Young & Associates, Inc. and creative property of W.J.Young & Associates, Inc. creative property of W.J.Young & Associates, Inc. creative property of W.J.Young & Associates, Inc. property of W.J.Young & Associates, Inc. property of W.J.Young & Associates, Inc. of W.J.Young & Associates, Inc. of W.J.Young & Associates, Inc. W.J.Young & Associates, Inc. W.J.Young & Associates, Inc. & Associates, Inc. & Associates, Inc. Associates, Inc. Associates, Inc. Inc. Inc. (WJYA). The recipient agrees to protect the contents from distribution and dissemination except as required for this The recipient agrees to protect the contents from distribution and dissemination except as required for this The recipient agrees to protect the contents from distribution and dissemination except as required for this recipient agrees to protect the contents from distribution and dissemination except as required for this recipient agrees to protect the contents from distribution and dissemination except as required for this agrees to protect the contents from distribution and dissemination except as required for this agrees to protect the contents from distribution and dissemination except as required for this to protect the contents from distribution and dissemination except as required for this to protect the contents from distribution and dissemination except as required for this protect the contents from distribution and dissemination except as required for this protect the contents from distribution and dissemination except as required for this the contents from distribution and dissemination except as required for this the contents from distribution and dissemination except as required for this contents from distribution and dissemination except as required for this contents from distribution and dissemination except as required for this from distribution and dissemination except as required for this from distribution and dissemination except as required for this distribution and dissemination except as required for this distribution and dissemination except as required for this and dissemination except as required for this and dissemination except as required for this dissemination except as required for this dissemination except as required for this except as required for this except as required for this as required for this as required for this required for this required for this for this for this this this specified project. The contents of this document shall not be altered, reproduced, or copied in whole or in part project. The contents of this document shall not be altered, reproduced, or copied in whole or in part project. The contents of this document shall not be altered, reproduced, or copied in whole or in part The contents of this document shall not be altered, reproduced, or copied in whole or in part The contents of this document shall not be altered, reproduced, or copied in whole or in part contents of this document shall not be altered, reproduced, or copied in whole or in part contents of this document shall not be altered, reproduced, or copied in whole or in part of this document shall not be altered, reproduced, or copied in whole or in part of this document shall not be altered, reproduced, or copied in whole or in part this document shall not be altered, reproduced, or copied in whole or in part this document shall not be altered, reproduced, or copied in whole or in part document shall not be altered, reproduced, or copied in whole or in part document shall not be altered, reproduced, or copied in whole or in part shall not be altered, reproduced, or copied in whole or in part shall not be altered, reproduced, or copied in whole or in part not be altered, reproduced, or copied in whole or in part not be altered, reproduced, or copied in whole or in part be altered, reproduced, or copied in whole or in part be altered, reproduced, or copied in whole or in part altered, reproduced, or copied in whole or in part altered, reproduced, or copied in whole or in part reproduced, or copied in whole or in part reproduced, or copied in whole or in part or copied in whole or in part or copied in whole or in part copied in whole or in part copied in whole or in part in whole or in part in whole or in part whole or in part whole or in part or in part or in part in part in part part part without the express, written consent of WJYA.

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DYLAN ROBERT DIIULIO

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PROFESSIONAL

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ENGINEER

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PE094126

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REGISTERED

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AutoCAD SHX Text 4/20/2026

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ISSUED FOR BID

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AutoCAD SHX Text 5/11/2026

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BID ADDENDUM NO. 1 (NOTED BY "1" REVCLOUD)

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COVER SHEET

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DRD

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JTJ

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AutoCAD SHX Text 12/09/2024

AutoCAD SHX Text 05/11/2026

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CALL BEFORE YOU DIG IN PENNSYLVANIA 1-800-242-1776

AutoCAD SHX Text THE GENERAL CONTRACTOR SHALL NOTIFY ALL GENERAL CONTRACTOR SHALL NOTIFY ALL GENERAL CONTRACTOR SHALL NOTIFY ALL CONTRACTOR SHALL NOTIFY ALL CONTRACTOR SHALL NOTIFY ALL SHALL NOTIFY ALL SHALL NOTIFY ALL NOTIFY ALL NOTIFY ALL ALL ALL UTILITY COMPANIES INVOLVED IN THE SITE NO COMPANIES INVOLVED IN THE SITE NO COMPANIES INVOLVED IN THE SITE NO INVOLVED IN THE SITE NO INVOLVED IN THE SITE NO IN THE SITE NO IN THE SITE NO THE SITE NO THE SITE NO SITE NO SITE NO NO NO MORE TEN DAYS AND NO LESS THAN THREE DAYS TEN DAYS AND NO LESS THAN THREE DAYS TEN DAYS AND NO LESS THAN THREE DAYS DAYS AND NO LESS THAN THREE DAYS DAYS AND NO LESS THAN THREE DAYS AND NO LESS THAN THREE DAYS AND NO LESS THAN THREE DAYS NO LESS THAN THREE DAYS NO LESS THAN THREE DAYS LESS THAN THREE DAYS LESS THAN THREE DAYS THAN THREE DAYS THAN THREE DAYS THREE DAYS THREE DAYS DAYS DAYS IN ADVANCE OF EXCAVATION (PA ACT 287 0F ADVANCE OF EXCAVATION (PA ACT 287 0F ADVANCE OF EXCAVATION (PA ACT 287 0F OF EXCAVATION (PA ACT 287 0F OF EXCAVATION (PA ACT 287 0F EXCAVATION (PA ACT 287 0F EXCAVATION (PA ACT 287 0F (PA ACT 287 0F (PA ACT 287 0F ACT 287 0F ACT 287 0F 287 0F 287 0F 0F 0F 1974 AS AMENDED). PA STATE LAW REQUIRES 3 AS AMENDED). PA STATE LAW REQUIRES 3 AS AMENDED). PA STATE LAW REQUIRES 3 AMENDED). PA STATE LAW REQUIRES 3 AMENDED). PA STATE LAW REQUIRES 3 PA STATE LAW REQUIRES 3 PA STATE LAW REQUIRES 3 STATE LAW REQUIRES 3 STATE LAW REQUIRES 3 LAW REQUIRES 3 LAW REQUIRES 3 REQUIRES 3 REQUIRES 3 3 3 WORKING DAYS NOTICE.

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WASHINGTON TOWNSHIP, INDIANA COUNTY, PA ISSUED APRIL 2026 (REVISED MAY 2026)

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L0CATION MAP SCALE: 1" = 2000' USGS QUADRANGLE MAP(S) ERNEST PA (2023)

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PREPARED FOR: 744 HUDSON ROAD CREEKSIDE, PA 15732

AutoCAD SHX Text PROPERTY OWNER: PARCEL ID: 39-005-105.00..-000 426 HUDSON ROAD CREEKSIDE, PA 15732

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INDEX OF SHEETS

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SHEET NUMBER

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SHEET TITLE

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COVER SHEET

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EXISTING CONDITIONS

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SITE PLAN

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ACCESS ROAD IMPROVEMENT PLAN

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UTILITY & DRAINAGE PLAN

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SITE DETAILS

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NRCS STANDARD DETAILS

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NRCS & CONCETE DETAILS

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FARM CONSTRUCTION DETAILS 1

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FARM CONSTRUCTION DETAILS 2

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EROSION & SEDIMENT CONTROL PLAN

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EROSION & SEDIMENT CONTROL DETAILS

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EROSION & SEDIMENT CONTROL NOTES

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GP-4 PLAN

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GP-5 WATERLINE CROSSING PLAN

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GP-6 AGRICULTURAL CROSSING PLAN

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~PASTURE~

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HUDSON ROAD (S.R. 4033)

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UNT TO MCCARTHY RUN (CWF)

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CATTLE BARN

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EQUIPMENT STORAGE BUILDING

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~FOREST~

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~FOREST~

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~PASTURE~

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~PASTURE~

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~PASTURE FEEDING AREA~

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EXISTING CULVERT

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50-FT FLOODWAY EXTENTS

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EXISTING CATTLE FENCE

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CORN CRIB

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SHED

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SHED

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SHED

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SINGLE-FAMILY HOME

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GRAVEL DRIVEWAY

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TREELINE

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SHED

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SHED

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EXISTING DOWNSPOUT LOCATION

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EXISTING DOWNSPOUT LOCATION

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ACCESS PATH

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ACCESS PATH

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EXISTING ACCESS PATH

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GATE

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LIVESTOCK ENTRANCE

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BARN ENTRANCE

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EXISTING DOWNSPOUT LOCATION

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EXISTING WATER WELL

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EXISTING CATTLE FENCE

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WASHINGTON TOWNSHIP, INDIANA COUNTY, PA

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426 HUDSON ROAD CREEKSIDE, PA

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SHEET NO.:

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VAN HORN FARM

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DESCRIPTION

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REVISIONS

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DATE

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NO.

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PROJECT NO.:

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DRAWN BY:

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CHECKED BY:

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SCALE:

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DATE:

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PLOT DATE:

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L0CATION MAP SCALE: 1" = 2000' USGS QUADRANGLE MAP(S) ERNEST PA (2023) PA (2023)

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DYLAN ROBERT DIIULIO

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PROFESSIONAL

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ENGINEER

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PE094126

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REGISTERED

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AutoCAD SHX Text 4/20/2026

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ISSUED FOR BID

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AutoCAD SHX Text 5/11/2026

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BID ADDENDUM NO. 1 (NOTED BY "1" REVCLOUD)

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EXISTING CONDITIONS

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NWE

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JTJ

AutoCAD SHX Text 1" = 40'

AutoCAD SHX Text 12/11/2024

AutoCAD SHX Text 05/11/2026

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SOIL MAP UNIT LEGEND

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SYMBOL

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NAME

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HSG

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AutoCAD SHX Text Ernest Silt Loam, 3 to 8 percent slopes

AutoCAD SHX Text C/D

AutoCAD SHX Text ErC

AutoCAD SHX Text Ernest Silt Loam, 8 to 15 percent slopes

AutoCAD SHX Text C/D

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AutoCAD SHX Text Gilpin Channery Silt Loam, 15 to 25 percent slopes

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AutoCAD SHX Text GwC

AutoCAD SHX Text Gilpin-Weikert Channery Silt Loams, 8 to 15 percent slopes

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AutoCAD SHX Text Gilpin-Weikert Channery Silt Loams, 15 to 25 percent slopes

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AutoCAD SHX Text Gilpin-Weikert Channery Silt Loams, 25 to 70 percent slopes

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AutoCAD SHX Text Philo Silt Loam, 0 to 3 percent slopes, occasionally flooded

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AutoCAD SHX Text WhB

AutoCAD SHX Text Wharton Silt Loam, 3 to 8 percent slopes

AutoCAD SHX Text C/D

AutoCAD SHX Text WhC

AutoCAD SHX Text Wharton Silt Loam, 8 to 15 percent slopes

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SCALE: 1" =

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%%UGRAPHIC SCALE

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AutoCAD SHX Text 40'

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AutoCAD SHX Text Know what's below

AutoCAD SHX Text Call before you dig

AutoCAD SHX Text CALL BEFORE YOU DIG IN PENNSYLVANIA: 1-800-242-1776 THE GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY GENERAL CONTRACTOR SHALL NOTIFY ALL UTILITY CONTRACTOR SHALL NOTIFY ALL UTILITY CONTRACTOR SHALL NOTIFY ALL UTILITY SHALL NOTIFY ALL UTILITY SHALL NOTIFY ALL UTILITY NOTIFY ALL UTILITY NOTIFY ALL UTILITY ALL UTILITY ALL UTILITY UTILITY UTILITY COMPANIES INVOLVED IN THE SITE NO MORE TEN DAYS AND INVOLVED IN THE SITE NO MORE TEN DAYS AND INVOLVED IN THE SITE NO MORE TEN DAYS AND IN THE SITE NO MORE TEN DAYS AND IN THE SITE NO MORE TEN DAYS AND THE SITE NO MORE TEN DAYS AND THE SITE NO MORE TEN DAYS AND SITE NO MORE TEN DAYS AND SITE NO MORE TEN DAYS AND NO MORE TEN DAYS AND NO MORE TEN DAYS AND MORE TEN DAYS AND MORE TEN DAYS AND TEN DAYS AND TEN DAYS AND DAYS AND DAYS AND AND AND NO LESS THAN THREE DAYS IN ADVANCE OF EXCAVATION (PA LESS THAN THREE DAYS IN ADVANCE OF EXCAVATION (PA LESS THAN THREE DAYS IN ADVANCE OF EXCAVATION (PA THAN THREE DAYS IN ADVANCE OF EXCAVATION (PA THAN THREE DAYS IN ADVANCE OF EXCAVATION (PA THREE DAYS IN ADVANCE OF EXCAVATION (PA THREE DAYS IN ADVANCE OF EXCAVATION (PA DAYS IN ADVANCE OF EXCAVATION (PA DAYS IN ADVANCE OF EXCAVATION (PA IN ADVANCE OF EXCAVATION (PA IN ADVANCE OF EXCAVATION (PA ADVANCE OF EXCAVATION (PA ADVANCE OF EXCAVATION (PA OF EXCAVATION (PA OF EXCAVATION (PA EXCAVATION (PA EXCAVATION (PA (PA (PA ACT 287 0F 1974 AS AMENDED). PA STATE LAW REQUIRES 3 287 0F 1974 AS AMENDED). PA STATE LAW REQUIRES 3 287 0F 1974 AS AMENDED). PA STATE LAW REQUIRES 3 0F 1974 AS AMENDED). PA STATE LAW REQUIRES 3 0F 1974 AS AMENDED). PA STATE LAW REQUIRES 3 1974 AS AMENDED). PA STATE LAW REQUIRES 3 1974 AS AMENDED). PA STATE LAW REQUIRES 3 AS AMENDED). PA STATE LAW REQUIRES 3 AS AMENDED). PA STATE LAW REQUIRES 3 AMENDED). PA STATE LAW REQUIRES 3 AMENDED). PA STATE LAW REQUIRES 3 PA STATE LAW REQUIRES 3 PA STATE LAW REQUIRES 3 STATE LAW REQUIRES 3 STATE LAW REQUIRES 3 LAW REQUIRES 3 LAW REQUIRES 3 REQUIRES 3 REQUIRES 3 3 3 WORKING DAYS NOTICE.

AutoCAD SHX Text GENERAL NOTES: 1. SURFACE FEATURES DEPICTED ARE FROM USGS ERNEST QUADRANGLE & AERIAL SURFACE FEATURES DEPICTED ARE FROM USGS ERNEST QUADRANGLE & AERIAL ERNEST QUADRANGLE & AERIAL QUADRANGLE & AERIAL PHOTOGRAPHY. 2. PROPERTY LINES ARE FROM INDIANA COUNTY TAX MAPPING AND DO NOT REPRESENT PROPERTY LINES ARE FROM INDIANA COUNTY TAX MAPPING AND DO NOT REPRESENT LINES ARE FROM INDIANA COUNTY TAX MAPPING AND DO NOT REPRESENT LINES ARE FROM INDIANA COUNTY TAX MAPPING AND DO NOT REPRESENT ARE FROM INDIANA COUNTY TAX MAPPING AND DO NOT REPRESENT ARE FROM INDIANA COUNTY TAX MAPPING AND DO NOT REPRESENT FROM INDIANA COUNTY TAX MAPPING AND DO NOT REPRESENT FROM INDIANA COUNTY TAX MAPPING AND DO NOT REPRESENT INDIANA COUNTY TAX MAPPING AND DO NOT REPRESENT INDIANA COUNTY TAX MAPPING AND DO NOT REPRESENT COUNTY TAX MAPPING AND DO NOT REPRESENT COUNTY TAX MAPPING AND DO NOT REPRESENT TAX MAPPING AND DO NOT REPRESENT TAX MAPPING AND DO NOT REPRESENT MAPPING AND DO NOT REPRESENT MAPPING AND DO NOT REPRESENT AND DO NOT REPRESENT AND DO NOT REPRESENT DO NOT REPRESENT DO NOT REPRESENT NOT REPRESENT NOT REPRESENT REPRESENT REPRESENT ACTUAL SURVEYS. 3. MAPPING COORDINATE SYSTEM IS NORTH AMERICAN DATUM OF 1983 (NAD83) MAPPING COORDINATE SYSTEM IS NORTH AMERICAN DATUM OF 1983 (NAD83) COORDINATE SYSTEM IS NORTH AMERICAN DATUM OF 1983 (NAD83) COORDINATE SYSTEM IS NORTH AMERICAN DATUM OF 1983 (NAD83) SYSTEM IS NORTH AMERICAN DATUM OF 1983 (NAD83) SYSTEM IS NORTH AMERICAN DATUM OF 1983 (NAD83) IS NORTH AMERICAN DATUM OF 1983 (NAD83) IS NORTH AMERICAN DATUM OF 1983 (NAD83) NORTH AMERICAN DATUM OF 1983 (NAD83) NORTH AMERICAN DATUM OF 1983 (NAD83) AMERICAN DATUM OF 1983 (NAD83) AMERICAN DATUM OF 1983 (NAD83) DATUM OF 1983 (NAD83) DATUM OF 1983 (NAD83) OF 1983 (NAD83) OF 1983 (NAD83) 1983 (NAD83) 1983 (NAD83) (NAD83) (NAD83) PENNSYLVANIA STATE PLANE SOUTH ZONE. ELEVATIONS BASED ON LIDAR PRODUCED STATE PLANE SOUTH ZONE. ELEVATIONS BASED ON LIDAR PRODUCED STATE PLANE SOUTH ZONE. ELEVATIONS BASED ON LIDAR PRODUCED PLANE SOUTH ZONE. ELEVATIONS BASED ON LIDAR PRODUCED PLANE SOUTH ZONE. ELEVATIONS BASED ON LIDAR PRODUCED SOUTH ZONE. ELEVATIONS BASED ON LIDAR PRODUCED SOUTH ZONE. ELEVATIONS BASED ON LIDAR PRODUCED ZONE. ELEVATIONS BASED ON LIDAR PRODUCED ZONE. ELEVATIONS BASED ON LIDAR PRODUCED ELEVATIONS BASED ON LIDAR PRODUCED ELEVATIONS BASED ON LIDAR PRODUCED BASED ON LIDAR PRODUCED BASED ON LIDAR PRODUCED ON LIDAR PRODUCED ON LIDAR PRODUCED LIDAR PRODUCED LIDAR PRODUCED PRODUCED PRODUCED BY NRCS ARE MEASURED FROM NAVD88 DATUM'S MEAN SEA LEVEL. 4. THE PROJECT SITE IS LOCATED IN THE SOUTH BRANCH PLUM CREEK WATERSHED. THE PROJECT SITE IS LOCATED IN THE SOUTH BRANCH PLUM CREEK WATERSHED. PROJECT SITE IS LOCATED IN THE SOUTH BRANCH PLUM CREEK WATERSHED. PROJECT SITE IS LOCATED IN THE SOUTH BRANCH PLUM CREEK WATERSHED. SITE IS LOCATED IN THE SOUTH BRANCH PLUM CREEK WATERSHED. SITE IS LOCATED IN THE SOUTH BRANCH PLUM CREEK WATERSHED. IS LOCATED IN THE SOUTH BRANCH PLUM CREEK WATERSHED. IS LOCATED IN THE SOUTH BRANCH PLUM CREEK WATERSHED. LOCATED IN THE SOUTH BRANCH PLUM CREEK WATERSHED. LOCATED IN THE SOUTH BRANCH PLUM CREEK WATERSHED. IN THE SOUTH BRANCH PLUM CREEK WATERSHED. IN THE SOUTH BRANCH PLUM CREEK WATERSHED. THE SOUTH BRANCH PLUM CREEK WATERSHED. THE SOUTH BRANCH PLUM CREEK WATERSHED. SOUTH BRANCH PLUM CREEK WATERSHED. SOUTH BRANCH PLUM CREEK WATERSHED. BRANCH PLUM CREEK WATERSHED. BRANCH PLUM CREEK WATERSHED. PLUM CREEK WATERSHED. PLUM CREEK WATERSHED. CREEK WATERSHED. CREEK WATERSHED. WATERSHED. WATERSHED. THE UNT TO SOUTH BRANCH PLUM CREEK WITHIN THE PROJECT SITE HAS A UNT TO SOUTH BRANCH PLUM CREEK WITHIN THE PROJECT SITE HAS A UNT TO SOUTH BRANCH PLUM CREEK WITHIN THE PROJECT SITE HAS A TO SOUTH BRANCH PLUM CREEK WITHIN THE PROJECT SITE HAS A TO SOUTH BRANCH PLUM CREEK WITHIN THE PROJECT SITE HAS A SOUTH BRANCH PLUM CREEK WITHIN THE PROJECT SITE HAS A SOUTH BRANCH PLUM CREEK WITHIN THE PROJECT SITE HAS A BRANCH PLUM CREEK WITHIN THE PROJECT SITE HAS A BRANCH PLUM CREEK WITHIN THE PROJECT SITE HAS A PLUM CREEK WITHIN THE PROJECT SITE HAS A PLUM CREEK WITHIN THE PROJECT SITE HAS A CREEK WITHIN THE PROJECT SITE HAS A CREEK WITHIN THE PROJECT SITE HAS A WITHIN THE PROJECT SITE HAS A WITHIN THE PROJECT SITE HAS A THE PROJECT SITE HAS A THE PROJECT SITE HAS A PROJECT SITE HAS A PROJECT SITE HAS A SITE HAS A SITE HAS A HAS A HAS A A A CHAPTER 93 CLASSIFICATION OF COLD WATER FISHES (CWF). COLD WATER FISHES (CWF). . 5. FEMA FLOODPLAIN INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP FEMA FLOODPLAIN INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP FLOODPLAIN INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP FLOODPLAIN INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP INFORMATION TAKEN FROM FLOOD INSURANCE RATE MAP TAKEN FROM FLOOD INSURANCE RATE MAP TAKEN FROM FLOOD INSURANCE RATE MAP FROM FLOOD INSURANCE RATE MAP FROM FLOOD INSURANCE RATE MAP FLOOD INSURANCE RATE MAP FLOOD INSURANCE RATE MAP INSURANCE RATE MAP INSURANCE RATE MAP RATE MAP RATE MAP MAP MAP 42063C0227F, EFFECTIVE 4/3/2012 , EFFECTIVE 4/3/2012 4/3/2012 6. MAPPING PREPARED BY YOUNG & ASSOCIATES CONSULTING ENGINEERS 2039 S. 6TH MAPPING PREPARED BY YOUNG & ASSOCIATES CONSULTING ENGINEERS 2039 S. 6TH PREPARED BY YOUNG & ASSOCIATES CONSULTING ENGINEERS 2039 S. 6TH PREPARED BY YOUNG & ASSOCIATES CONSULTING ENGINEERS 2039 S. 6TH BY YOUNG & ASSOCIATES CONSULTING ENGINEERS 2039 S. 6TH BY YOUNG & ASSOCIATES CONSULTING ENGINEERS 2039 S. 6TH YOUNG & ASSOCIATES CONSULTING ENGINEERS 2039 S. 6TH YOUNG & ASSOCIATES CONSULTING ENGINEERS 2039 S. 6TH & ASSOCIATES CONSULTING ENGINEERS 2039 S. 6TH & ASSOCIATES CONSULTING ENGINEERS 2039 S. 6TH ASSOCIATES CONSULTING ENGINEERS 2039 S. 6TH ASSOCIATES CONSULTING ENGINEERS 2039 S. 6TH CONSULTING ENGINEERS 2039 S. 6TH CONSULTING ENGINEERS 2039 S. 6TH ENGINEERS 2039 S. 6TH ENGINEERS 2039 S. 6TH 2039 S. 6TH 2039 S. 6TH S. 6TH S. 6TH 6TH 6TH STREET, PA 15701 PHONE: (724) 463-7090.

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%%ULEGEND

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EXISTING CONTOURS

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EXISTING PAVED ROAD

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SOIL BOUNDARY AND DESCRIPTION

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STREAM

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EXISTING GRAVEL ROAD

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EXISTING CULVERT

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CHAPTER 105 50-FT FLOODWAY

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CHANNEL

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EXISTING CATTLE FENCE

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EXISTING BUILDING

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EXISTING TREELINE

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EXISTING WATER WELL

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~PASTURE~

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HUDSON ROAD (S.R. 4033)

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UNT TO MCCARTHY RUN (CWF)

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CATTLE BARN

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EQUIPMENT STORAGE BUILDING

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6-INCH PVC SDR 35 DOWNSPOUT DRAINAGE PIPE

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CONVEYOR BELT WATER DEFLECTOR SPACED 75-FT

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~FOREST~

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~FOREST~

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~PASTURE~

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~PASTURE~

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~PASTURE FEEDING AREA~

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EXISTING CULVERT

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50-FT FLOODWAY EXTENTS

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EXISTING CATTLE FENCE

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CORN CRIB

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SHED

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SHED

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SHED

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SINGLE-FAMILY HOME

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GRAVEL DRIVEWAY

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TREELINE

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SHED

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SHED

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PROPOSED DOWNSPOUT LOCATION

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GATE

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EXISTING CATTLE FENCE

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JUNCTION CLEANOUT

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WALL CREATED AT CONCRETE PAD JUNCTION

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PROPOSED CATTLE EXCLUSION FENCE

AutoCAD SHX Text PROPOSED 1.5-INCH AWWA C901 HDPE WATERLINE CONNECTING PUMP TANK IN HOUSE TO WELL UTILIZE EXISTING PUMP WITH CHECK VALVE

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PROPOSED 1.5-INCH AWWA C901 HDPE WATERLINE

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WATERLINE STREAM CROSSING

AutoCAD SHX Text WATERLINE TO BE INSTALLED 42-INCHES BELOW GROUND SURFACE AND INSTALLED TO FACILITATE DRAINAGE BACK TOWARDS BARN AREA FOR MAINTENANCE

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 15-FT BY 15-FT GRAVEL PAD FOR USED HEAVY EQUIPMENT TIRE TROUGH WITH STONE BASE UNDERNEATH PAD

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CONVEYOR BELT WATER DEFLECTOR WITH R-4 STONE TOKEN OUTLET SPACED 75-FEET

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CONVEYOR BELT WATER DEFLECTOR AT END OF ROAD IMPROVEMENT

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ROCK OUTLET #2 (R-4 STONE)

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ROCK OUTLET #1 (R-4 STONE)

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PRESSURE TANK COMPONENTS INSTALLED INSIDE HOUSE

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12-INCH HDPE DRAINAGE PIPE

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12-INCH HDPE STORM PIPE

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PROPOSED 12' ACCESS ROAD IMPROVEMENT TO BARN W/ BASE (CROWNED)

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INLET BOX WITH GRATE

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CONNECT PROPOSED FENCE TO EXISTING FENCE AT APPROXIMATE LOCATION

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MAINTENANCE VALVE LOCATION

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INSTALL 6'' DRAINAGE PIPE BELOW SLAB

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OUTLET STRUCTURE (30)

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PROPOSED CATTLE GATE LOCATIONS

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AIR RELEASE VALVE

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1.5-INCH AWWA C901 HDPE WATERLINE

AutoCAD SHX Text UNDERGROUND ELECTRIC LINE TO WELL MAY SHARE TRENCH WITH WATERLINE BUT MUST BE BENCHED TO MAINTAIN A 3 FT MIN. HORIZONTAL SEPARATION

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CATTLE BARN

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SHED

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SHED

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WASHINGTON TOWNSHIP, INDIANA COUNTY, PA

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426 HUDSON ROAD CREEKSIDE, PA

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SHEET NO.:

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VAN HORN FARM

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DESCRIPTION

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REVISIONS

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DATE

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NO.

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PROJECT NO.:

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DRAWN BY:

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CHECKED BY:

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SCALE:

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DATE:

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PLOT DATE:

AutoCAD SHX Text 25360

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L0CATION MAP SCALE: 1" = 2000' USGS QUADRANGLE MAP(S) ERNEST PA (2023) PA (2023)

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 9, 2026.