2-NEW COLUMBUS PARK DCNR PHASE 1 7.20.26.pdf

PDF 11 MB Posted Jul 27, 2026

Attached to: New Columbus Park Development – Phase 1
Solicitation number: Not on record
Issued by: Carbon County, Pennsylvania

About this file

Written by GovTribe AI · Aug 3, 2026

Summary

This document comprises architectural and engineering drawings for Phase 1 of the New Columbus Park development project in Nesquehoning Borough, Carbon County, Pennsylvania. The project, assigned DCNR Project Number BRC-SC31-144, involves improvements to existing park facilities including construction of ADA-compliant paved parking stalls (16' x 20' handicap parking with signage), an ADA-compliant paved access path (5' macadam path), rehabilitation of basketball and pickleball courts, installation of three benches, a project acknowledgment sign, garden post lights at 30' spacing, a trash receptacle, trench drains, and fencing with gates. The total project site encompasses 2.90 acres with 0.35 acres of disturbance. Bids will be received via the PennBid Program until 12:00 P.M. prevailing time on August 25, 2026, with award anticipated at the Nesquehoning Borough Council regular meeting on August 26, 2026 at 6:00 P.M. A pre-bid meeting and site visit are scheduled for 10:00 A.M. on August 12, 2026 at the owner's office. Questions must be submitted through PennBid by 4:00 P.M. on August 18, 2026. The engineer of record is ARRO Consulting, Inc., located in Orwigsburg, Pennsylvania.

The drawings indicate the project has received funding assistance from the Pennsylvania Department of Conservation and Natural Resources Bureau of Recreation and Conservation through the Keystone Recreation, Park and Conservation Fund. Utility coordination has been completed with multiple providers including PPL Electric Utilities Corporation, UGI Utilities Inc., and others, with PA One Call Serial Number 16264742 referenced. The contract will be subject to the Prevailing Minimum Wage Determination established by the Commonwealth of Pennsylvania, Department of Labor and Industry. General construction notes specify that contractors must locate existing utilities in advance of construction, maintain traffic control, coordinate temporary road closings with the township and school district at least two weeks in advance, and comply with all manufacturers' standards and specifications. The owner reserves the right to reject any or all bids and waive immaterial defects in the bidding process.

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File	Type	Posted
1-NEW COLUMBUS PARK DCNR PHASE 1 6.22.26 signed and sealed.pdf	PDF	Jul 27, 2026
1-Nesquehoning Borough Sludge Hauling.pdf	PDF	Oct 29, 2025

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PHASE ONE

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NESQUEHONING BOROUGH

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114 W. CATAWISSA ST.

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NESQUEHONING PENNSYLVANIA 18240

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NEW COLUMBUS PARK

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COLUMBUS AVENUE

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NESQUEHONING CARBON COUNTY PENNSYLVANIA

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BRINKASH

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CLIENT & PROJECT

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PROJECT NO.

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FIELD BOOK

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AutoCAD SHX Text Orwigsburg, Pennsylvania 17961

AutoCAD SHX Text 1239 Centre Turnpike

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AutoCAD SHX Text Dwg. Name: 001123315-S01.DWG Plotted: 7/15/2026 4:58 PM001123315-S01.DWG Plotted: 7/15/2026 4:58 PM Plotted: 7/15/2026 4:58 PM7/15/2026 4:58 PM

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UTILITY LIST

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CONTRACTORS, OR ANY OTHER PARTY INVOLVED IN DISTURBING

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THE REFERENCED ACT REQUIRES NOTIFICATION BY DESIGNERS,

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THE EARTH'S SURFACE ANYWHERE IN THE COMMONWEALTH.

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UTILITY LINE PROTECTION ACT

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DATE: %%UJUNE 12, 2026%%U BY: %%UTRAVIS LEE (ARRO)

AutoCAD SHX Text ARRO CONSULTING, INC. DOES NOT MAKE ANY REPRESENTATION, WARRANTY OR ASSURANCE OR OTHERWISE GUARANTEE THAT THE INFORMATION RECEIVED PURSUANT TO SAID ACT FROM THE FACILITY OWNER, AS THE TERM FACILITY OWNER IS DEFINED IN THE ACT, AS REFLECTED ON THESE DRAWINGS IS CORRECT OR ACCURATE.

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UNDERGROUND

AutoCAD SHX Text ARRO CONSULTING, INC. HEREBY STATES THAT, PURSUANT TO THE PROVISIONS OF ACT NO. ACT 287 OF 1974 AS AMENDED BY ACT 121 OF 2008 OF THE PENNSYLVANIA LEGISLATURE, IT HAS COMPLIED WITH THE DESIGNER'S DUTIES PROVISIONS OF THE ACT IN PREPARING THESE DRAWINGS REQUIRING EXCAVATION OR DEMOLITION WORK AT SITES WITHIN THE POLITICAL SUBDIVISION(S) SHOWN ON THE DRAWINGS.

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GENERAL CONSTRUCTION NOTES

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1. THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE DRAWINGS IS APPROXIMATE ONLY. THE UTILITY OWNERS THE LOCATION OF EXISTING UTILITIES SHOWN ON THESE DRAWINGS IS APPROXIMATE ONLY. THE UTILITY OWNERS AND ENGINEER DO NOT WARRANT OR GUARANTEE THE VALIDITY OF THE INFORMATION GIVEN. THE CONTRACTOR SHALL VERIFY THE EXISTENCE, LOCATION AND DEPTH OF ANY EXISTING UTILITIES AND SHALL TAKE NECESSARY PRECAUTION TO PROTECT THE EXISTING UTILITIES AND TO MAINTAIN UNINTERRUPTED SERVICE. ANY DAMAGE INCURRED DUE TO THE CONTRACTOR'S OPERATION SHALL BE REPAIRED IMMEDIATELY AT THE CONTRACTOR'S EXPENSE. 2. THE CONTRACTOR SHALL LOCATE EXISTING UTILITIES IN ADVANCE OF CONSTRUCTION OPERATIONS IN THE VICINITY THE CONTRACTOR SHALL LOCATE EXISTING UTILITIES IN ADVANCE OF CONSTRUCTION OPERATIONS IN THE VICINITY OF THE PROPOSED UTILITIES. 3. ALL UTILITIES SHALL BE CLEARED BY A MINIMUM OF 1'-0", ALL UTILITY POLES SHALL BE CLEARED BY A MINIMUM ALL UTILITIES SHALL BE CLEARED BY A MINIMUM OF 1'-0", ALL UTILITY POLES SHALL BE CLEARED BY A MINIMUM OF 2'-0" OR TUNNELED IF REQUIRED. 4. THE CONTRACTOR SHALL NOT INTERRUPT EXISTING UTILITY SERVICES WITHOUT WRITTEN PERMISSION FROM THE THE CONTRACTOR SHALL NOT INTERRUPT EXISTING UTILITY SERVICES WITHOUT WRITTEN PERMISSION FROM THE OWNER OF THE UTILITY. 5. THE CONTRACTOR SHALL NOTE THAT IN CASE OF DISCREPANCIES BETWEEN THE SCALED AND FIGURED DIMENSIONS THE CONTRACTOR SHALL NOTE THAT IN CASE OF DISCREPANCIES BETWEEN THE SCALED AND FIGURED DIMENSIONS SHOWN ON THESE PLANS, THE FIGURED DIMENSIONS SHALL GOVERN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE OFFICE OF THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS OR IN THE RELATIONSHIP OF FINISHED GRADES TO EXISTING PRIOR TO BEGINNING OF WORK. 6. THE WORK SHOWN OF THESE DRAWINGS IS SUBJECT TO INSPECTION AND ACCEPTANCE BY THE TOWNSHIP OR THE WORK SHOWN OF THESE DRAWINGS IS SUBJECT TO INSPECTION AND ACCEPTANCE BY THE TOWNSHIP OR OFFICE OF THE ENGINEER, AS APPLICABLE. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL, AS APPLICABLE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE OF TRAFFIC AND TRAFFIC CONTROL, AS APPLICABLE. THE CONTRACTOR SHALL COORDINATE AND TEMPORARY ROAD CLOSING WITH THE TOWNSHIP, CARBON COUNTY CONTROL AND THE SCHOOL DISTRICT FOR A PRE-CONSTRUCTION / PRE-CLOSING MEETING AT LEAST TWO WEEKS IN ADVANCE OF ANY PROPOSED ROAD CLOSURE. 8. ALL CONSTRUCTION SHOWN ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS AND ALL CONSTRUCTION SHOWN ON THESE PLANS SHALL BE PERFORMED IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS AS PROVIDED BY THE EQUIPMENT MANUFACTURER AND ALL ADDENDA AND ERRATA TO ANY AND ALL OF THE ABOVE. 9. THE CONTRACTOR'S EQUIPMENT MUST BE MONITORED SO AS NOT TO TRACK MUD ON THE STREET LEADING INTO THE CONTRACTOR'S EQUIPMENT MUST BE MONITORED SO AS NOT TO TRACK MUD ON THE STREET LEADING INTO THE SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THE STREET CLEARED AND THE SITE IN AN APPROPRIATE WORKING-LIKE MANNER. 10. ANY EXCESS OF MATERIAL SHALL BE USED FOR ON-SITE GRADING. IF MATERIAL IS EXPORTED FROM THIS SITE ANY EXCESS OF MATERIAL SHALL BE USED FOR ON-SITE GRADING. IF MATERIAL IS EXPORTED FROM THIS SITE AND APPROVED EROSION AND SEDIMENT CONTROL PLAN WILL BE REQUIRED FOR THE RECEIVING SITE. 11. A WETLAND DELINEATION WAS NOT PERFORMED ON THIS SITE AS PART OF THIS LAND DEVELOPMENT PLAN. BASED A WETLAND DELINEATION WAS NOT PERFORMED ON THIS SITE AS PART OF THIS LAND DEVELOPMENT PLAN. BASED ON CARBON COUNTY SOIL MAPS, NO HYDRIC SOIL EXISTS WITHIN THE LIMIT OF DISTURBANCE. CONTRACTOR IS RESPONSIBLE FOR ANY WETLAND DETERMINATIONS AND SUBSEQUENT COMPLIANCE WITH ANY RELATED STATE AND FEDERAL REGULATIONS FOR EARTH DISTURBANCE OUTSIDE THE APPROVED LIMIT OF DISTURBANCE. 12. ALL EXISTING AND PROPOSED SURFACES, WALKWAYS AND RECREATION AMENITIES MUST HAVE FLUSH CONNECTIONS, ALL EXISTING AND PROPOSED SURFACES, WALKWAYS AND RECREATION AMENITIES MUST HAVE FLUSH CONNECTIONS, WITH NO GAPS, BORDERS OR EDGES THAT EXCEED 1/4".

AutoCAD SHX Text COLUMBUS PARK (DCNR PROJECT NUMBER: BRC-SC31-144) NESQUEHONING TOWNSHIP CARBON COUNTY, PENNSYLVANIA

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DRAWING INDEX

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E&S NOTES

AutoCAD SHX Text COMPANY: NESQUEHONING BOROUGH NESQUEHONING BOROUGH ADDRESS: 114 W. CATAWISSA ST 114 W. CATAWISSA ST TAMAQUA, PA. 18240 PHONE: 570-669-9588 570-669-9588 COMPANY: PPL ELECTRIC UTILITIES CORPORATION PPL ELECTRIC UTILITIES CORPORATION ADDRESS: 437 BLUE CHURCH RD 437 BLUE CHURCH RD PAXINOS, PA. 17860 CONTACT: DOUG HAUPT DOUG HAUPT A: DLHAUPT@PPLWEB.COM DLHAUPT@PPLWEB.COM PHONE: 570-490-5684 570-490-5684 COMPANY: CARBON COUNTY DISTRICT ATTORNEY CARBON COUNTY DISTRICT ATTORNEY PO BOX 36 JIM THORPE, PA. 18229 CONTACT: MICHAEL GEEK MICHAEL GEEK EMAIL: DISTRICATTORNEY@CARBONCOUNTY.NET DISTRICATTORNEY@CARBONCOUNTY.NET PHONE: 570-325-2718570-325-2718

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PA ONE CALL SERIAL NO: 16264742

AutoCAD SHX Text COMPANY: UGI UTILITIES INC UGI UTILITIES INC ADDRESS: 1 UGI DRIVE 1 UGI DRIVE DENVER, PA. 17517 CONTACT: DANIEL BARNHART DANIEL BARNHART EMAIL: DBARNHART@UGI.COM DBARNHART@UGI.COM PHONE: 610-736-5314610-736-5314

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REVISION TO PLANS FOR BIDDING

AutoCAD SHX Text 7/15/26

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Kee, David Stamp

EXISTING BACKGROUND INFORMATION WAS PREPARED BY BRINKASH & ASSOCIATES, INC.

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AutoCAD SHX Text The Borough of Nesquehoning Parcel ID: 105A-43-B1 Db. 325, Pg. 353

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AutoCAD SHX Text Barbara F. Duda Parcel ID: 105A-43-B3 Db. 2160, Pg. 468

AutoCAD SHX Text Arnold W. & Lucille R. Hosier Parcel ID: 105A-43-B4 Db. 444, Pg. 684

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UNDERGROUND ELECTRIC

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PHASE ONE

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EXISTING PARK PLAN

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NESQUEHONING BOROUGH

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114 W. CATAWISSA ST.

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NESQUEHONING PENNSYLVANIA 18240

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NEW COLUMBUS PARK

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NESQUEHONING CARBON COUNTY PENNSYLVANIA

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AutoCAD SHX Text Orwigsburg, Pennsylvania 17961

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EXISTING PARK PLAN

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1. PROPERTY OWNER = NEW COLUMBUS PARK PROPERTY OWNER = NEW COLUMBUS PARK ANGELINI AVE NESQUEHONING, PA 18240 UPI # 105A-43-B1 & 105A-43-B2 DEED BOOK 325-353 2. PROPERTY BOUNDARY INFORMATION OBTAINED FROM BRINKASH SURVEYING. PROPERTY BOUNDARY INFORMATION OBTAINED FROM BRINKASH SURVEYING. 3. TOPOGRAPHIC INFORMATION OBTAINED FROM BRINKASH SURVEYING. TOPOGRAPHIC INFORMATION OBTAINED FROM BRINKASH SURVEYING. 4. TOTAL PROJECT ACREAGE = 2.90 ACRES TOTAL PROJECT ACREAGE = 2.90 ACRES 5. TOTAL ACREAGE OF DISTURBANCE = 0.35 ACRES TOTAL ACREAGE OF DISTURBANCE = 0.35 ACRES 6. NO WETLANDS ARE PRESENT ON THE PROPERTY. NO WETLANDS ARE PRESENT ON THE PROPERTY. 7. UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND WERE DETERMINED FROM VISIBLE LOCATION, UNDERGROUND UTILITY LOCATIONS ARE APPROXIMATE AND WERE DETERMINED FROM VISIBLE LOCATION, ACT 121 UTILITY RESPONSES AND/OR BEST AVAILABLE PLAN INFORMATION. (ARRO CONSULTING, INC. CANNOT GUARANTEE THE EXACT LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES, AN EXACT LOCATION OR THE EXISTENCE OF OR NONEXISTENCE OF UNDERGROUND UTILITIES CAN ONLY BE OBTAINED BY SUBSURFACE EXPLORATION, WHICH IS NOT PART OF THIS CONTRACT PERFORMANCE).

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EXISTING BACKGROUND INFORMATION WAS PREPARED BY BRINKASH & ASSOCIATES, INC.

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AutoCAD SHX Text N36° 56' 44"W 270.00'

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AutoCAD SHX Text Ex Mac.

AutoCAD SHX Text Ex Mag Nail(S)Mag Nail(S)

AutoCAD SHX Text Ex Iron Pin(S)Iron Pin(S)

AutoCAD SHX Text Ex Iron Iron Pin(S)

AutoCAD SHX Text Ex Bench

AutoCAD SHX Text Ex Iron Iron Pin(S)

AutoCAD SHX Text Ex Mag Nail Mag Nail (S)

AutoCAD SHX Text Ex Mag Nail (S)Mag Nail (S)

AutoCAD SHX Text Ex Mag Nail Mag Nail (S)

AutoCAD SHX Text Ex Mag Nail (S)

AutoCAD SHX Text Ex PPL 53509 N26190

AutoCAD SHX Text Ex Guy Wire

AutoCAD SHX Text Ex Memorial

AutoCAD SHX Text Ex Pole

AutoCAD SHX Text Ex Inlet

AutoCAD SHX Text 10.00'

AutoCAD SHX Text EX Curb

AutoCAD SHX Text Ex Curb

AutoCAD SHX Text Steps

AutoCAD SHX Text Ex Steps

AutoCAD SHX Text Ex Iron Pipe(F)

AutoCAD SHX Text 82.81'

AutoCAD SHX Text 60.00'

AutoCAD SHX Text

AutoCAD SHX Text Ex Conc.

AutoCAD SHX Text Ex Mac.

AutoCAD SHX Text

AutoCAD SHX Text Ex Conc.

AutoCAD SHX Text Ex Inlet

AutoCAD SHX Text Ex VZ 77

AutoCAD SHX Text Ex VZ 76

AutoCAD SHX Text Ex Grate=840.0' Inv ±12"=837.4'

AutoCAD SHX Text The Borough of Nesquehoning Parcel ID: 105A-43-B1 Db. 325, Pg. 353

AutoCAD SHX Text Township of Mauch Chunk Parcel ID: 105A-43-B2 Db. 155, Pg. 427

AutoCAD SHX Text Barbara F. Duda Parcel ID: 105A-43-B3 Db. 2160, Pg. 468

AutoCAD SHX Text Arnold W. & Lucille R. Hosier Parcel ID: 105A-43-B4 Db. 444, Pg. 684

AutoCAD SHX Text Ex Mac.

AutoCAD SHX Text Ex Fence

AutoCAD SHX Text Ex Sidewalk

AutoCAD SHX Text D

AutoCAD SHX Text Y

AutoCAD SHX Text H

AutoCAD SHX Text Ex Fence

AutoCAD SHX Text Ex Conc.

AutoCAD SHX Text Ex Mac.

AutoCAD SHX Text

AutoCAD SHX Text Ex Curb

AutoCAD SHX Text Ex Grate=839.6' Inv ±12"=836.4'Inv ±12"=836.5'

AutoCAD SHX Text Ex Grate=839.5' Inv ±8"=837.0'Inv ±8"=837.4'

AutoCAD SHX Text Ex Inlet Grate=849.8' (Filled)

AutoCAD SHX Text Ex Storm Mh Grate=856.7' Inv ±12"=854.2'Inv ±12"=853.9'

AutoCAD SHX Text Ex Manhole Rim=858.3' Inv ±12"=854.2'Inv ±12"=854.0'

AutoCAD SHX Text Ex Manhole Rim=874.1' Inv ±12"=867.9'Inv ±12"=868.0'Inv ±12"=868.0'

AutoCAD SHX Text Ex Inlet

AutoCAD SHX Text Ex Wire

AutoCAD SHX Text Ex Elec Service

AutoCAD SHX Text Ex Light

AutoCAD SHX Text Ex Steps

AutoCAD SHX Text Ex Bench

AutoCAD SHX Text

5' MACADAM PATH

AutoCAD SHX Text

3' GATE

AutoCAD SHX Text

3' GATE

AutoCAD SHX Text

12' HIGH FENCE

AutoCAD SHX Text

12' HIGH FENCE

AutoCAD SHX Text

12' HIGH FENCE

AutoCAD SHX Text

SAWCUT AND REMOVE EXIST. ASPHALT

AutoCAD SHX Text

SAWCUT AND REMOVE EXIST. ASPHALT

AutoCAD SHX Text

PROPOSED PROJECT SIGN ATTACHED TO FENCE

AutoCAD SHX Text PROPOSED GARDEN POST w/ LIGHT @ 30' SPACING (TYP)

AutoCAD SHX Text PROPOSED 16'x20' HANDICAP PARKING WITH SIGNAGE

AutoCAD SHX Text

COURTS TO BE REHABILITATED

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PROPOSED (3) BENCHES

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3' GATE

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PROPOSED TRASH RECEPTACLE

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2' X2' FRENCH DRAIN

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LEGEND

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TREE / TREE LINE

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EXISTING OPEN AREA

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EXISTING MACADAM/CONCRETE SURFACE

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PROPOSED REHABILITATED AREA

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PROPOSED NEW COURT AREA

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FENCE AND GATE

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ADJOINING PROPERTY LINE

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SUBJECT PROPERTY LINE

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PROPOSED GARDEN POST POWER

AutoCAD SHX Text OUTLET w/ LIGHT

AutoCAD SHX Text

PROPOSED BENCH

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PROPOSED TRASH BIN

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LIMITS OF DISTURBANCE

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TRENCH DRAIN

AutoCAD SHX Text

FILTER SOCK

AutoCAD SHX Text N

AutoCAD SHX Text

AutoCAD SHX Text 11233.15

AutoCAD SHX Text

SCALE: 1" = 30'

AutoCAD SHX Text

PHASE ONE

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MASTER SITE PLAN

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NESQUEHONING BOROUGH

AutoCAD SHX Text

114 W. CATAWISSA ST.

AutoCAD SHX Text

PR-1

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NESQUEHONING PENNSYLVANIA 18240

AutoCAD SHX Text

NEW COLUMBUS PARK

AutoCAD SHX Text

COLUMBUS AVENUE

AutoCAD SHX Text

NESQUEHONING CARBON COUNTY PENNSYLVANIA

AutoCAD SHX Text

AutoCAD SHX Text 6/12/26

AutoCAD SHX Text 5/16/24

AutoCAD SHX Text

BRINKASH

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REVISION

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DATE

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APP.

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APP.

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DATE

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REVISION

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DESIGN

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DRAWN

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DATE

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CHECKED

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CHECKED

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SURVEY DATE

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RELEASED BY

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SEAL

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SEAL

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CLIENT & PROJECT

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TITLE

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PROJECT NO.

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SHEET NO.

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REV.

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FIELD BOOK

AutoCAD SHX Text

DWG. NO.

AutoCAD SHX Text

SCALE

AutoCAD SHX Text Orwigsburg, Pennsylvania 17961

AutoCAD SHX Text 1239 Centre Turnpike

AutoCAD SHX Text Tel 570.366.9534

AutoCAD SHX Text Dwg. Name: 001123315-S01.DWG Plotted: 7/15/2026 5:00 PM001123315-S01.DWG Plotted: 7/15/2026 5:00 PM Plotted: 7/15/2026 5:00 PM7/15/2026 5:00 PM

AutoCAD SHX Text

AutoCAD SHX Text 15'

AutoCAD SHX Text 30'

AutoCAD SHX Text 60'

AutoCAD SHX Text 90'

AutoCAD SHX Text

SCALE: 1" = 30'

AutoCAD SHX Text

PROPOSED PARK PLAN

AutoCAD SHX Text

SCALE: 1" = 30'

AutoCAD SHX Text

REVISION TO PLANS FOR BIDDING

AutoCAD SHX Text 7/15/26

AutoCAD SHX Text

WTL

PA Department of Conservation & Natural Resources

* "PLAYGROUND"

NESQUEHONING

BOROUGH

Funding assistance has been provided by the

Department of Conservation and Natural Resources Bureau of Recreation and Conservation

Keystone Recreation, Park and Conservation Fund

RESERVED

PARKING

VAN

ACCESSIBLE

AutoCAD SHX Text

AutoCAD SHX Text 11233.15

AutoCAD SHX Text

PHASE ONE

AutoCAD SHX Text

TYPICAL DETAILS

AutoCAD SHX Text

NESQUEHONING BOROUGH

AutoCAD SHX Text

114 W. CATAWISSA ST.

AutoCAD SHX Text

DS-1

AutoCAD SHX Text

NESQUEHONING PENNSYLVANIA 18240

AutoCAD SHX Text

NEW COLUMBUS PARK

AutoCAD SHX Text

COLUMBUS AVENUE

AutoCAD SHX Text

NESQUEHONING CARBON COUNTY PENNSYLVANIA

AutoCAD SHX Text

AutoCAD SHX Text 6/12/26

AutoCAD SHX Text 5/16/24

AutoCAD SHX Text

BRINKASH

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

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APP.

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APP.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DESIGN

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DRAWN

AutoCAD SHX Text

DATE

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CHECKED

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CHECKED

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SURVEY DATE

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RELEASED BY

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SEAL

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SEAL

AutoCAD SHX Text

CLIENT & PROJECT

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TITLE

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PROJECT NO.

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SHEET NO.

AutoCAD SHX Text

REV.

AutoCAD SHX Text

FIELD BOOK

AutoCAD SHX Text

DWG. NO.

AutoCAD SHX Text

SCALE

AutoCAD SHX Text Orwigsburg, Pennsylvania 17961

AutoCAD SHX Text 1239 Centre Turnpike

AutoCAD SHX Text Tel 570.366.9534

AutoCAD SHX Text Dwg. Name: 001123315-S01.DWG Plotted: 7/15/2026 5:01 PM001123315-S01.DWG Plotted: 7/15/2026 5:01 PM Plotted: 7/15/2026 5:01 PM7/15/2026 5:01 PM

AutoCAD SHX Text

PROJECT ACKNOWLEDGMENT SIGN

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NO SCALE

AutoCAD SHX Text

2'-0" WIDTH

AutoCAD SHX Text

1. OVERALL SIZE:

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 18" x 24"

AutoCAD SHX Text

2. FONT SIZE:

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FROM 0.71" TO 1.75"

AutoCAD SHX Text

3. FONT STYLE:

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ARIAL

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4. ORIENTATION:

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LANDSCAPE

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5. BASE MATERIAL:

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ALUMINUM

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6. THICKNESS:

AutoCAD SHX Text 0.080"

AutoCAD SHX Text

7. SIDES PRINTED:

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8. CORNERS

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ROUND

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9. BASE COLOR:

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GREEN

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10. TEXT COLOR:

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WHITE

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11. BORDER:

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YES

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12. MOUNTING:

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AT FUNDED PROJECT SITE

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13. MOUNTING HOLES:

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14. OVERLAY:

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EG VINYL

AutoCAD SHX Text

15. LANGUAGE:

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STANDARD LANGUAGE PROVIDED ABOVE

AutoCAD SHX Text

BENCH INSTALLATION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 48"

AutoCAD SHX Text 72"

AutoCAD SHX Text

CONCRETE 3,500 PSI FOOTING (TYP.)

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text

1. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN FEET AND UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN FEET AND INCHES AND PER ASME Y14.5M-1994. 2. ALL DIMENSIONS INCLUDE TO PLASTISOL COATING. ALL DIMENSIONS INCLUDE TO PLASTISOL COATING. 3. REFER TO MANUFACTURER'S SPECIFICATIONS FOR BENCH ASSEMBLY REFER TO MANUFACTURER'S SPECIFICATIONS FOR BENCH ASSEMBLY SPECIFICATIONS. 4. FINISHED PART TO BE FREE OF ALL BURRS AND SHARP EDGES.FINISHED PART TO BE FREE OF ALL BURRS AND SHARP EDGES.

AutoCAD SHX Text

ADA COMPLIANT PARKING

AutoCAD SHX Text

SPACE AND ACCESS SECTION DETAIL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 1.5" 9.5MM SUPERPAVE FINE GRADED WEARING COURSE PG 64S-22, <0.3 MILLION ESAL'S, SRL-I

AutoCAD SHX Text

3" 19.0MM SUPERPAVE BINDER COURSE PG 64S-22, <0.3 MILLION ESAL'S

AutoCAD SHX Text

6" 2A COARSE AGGREGATE

AutoCAD SHX Text

THOROUGHLY COMPACTED SUBGRADE TO 95% PROCTOR DENSITY TO MEET REQUIRED GRADE

AutoCAD SHX Text

ACCESS PATH SECTION DETAIL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 2" 9.5MM SUPERPAVE FINE GRADED WEARING COURSE PG 64S-22, <0.3 MILLION ESAL'S, SRL-I

AutoCAD SHX Text

6" 2A COARSE AGGREGATE

AutoCAD SHX Text

THOROUGHLY COMPACTED SUBGRADE TO 95% PROCTOR DENSITY TO MEET REQUIRED GRADE

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text 23'-9"

AutoCAD SHX Text 19'-0"

AutoCAD SHX Text

BASKET

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 15'-0"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text 28'-0"

AutoCAD SHX Text

50'-0" INSIDE SIDELINES

AutoCAD SHX Text

94'-0" INSIDE SIDELINES

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

8' MINIMUM

AutoCAD SHX Text

SEE PLAN

AutoCAD SHX Text

DIRECTION = 1:50

AutoCAD SHX Text

MAXIMUM SLOPE ANY

AutoCAD SHX Text

FOR LOCATION

AutoCAD SHX Text

SEE PLAN

AutoCAD SHX Text

20' OR AS PER PLAN

AutoCAD SHX Text

BASKETBALL COURT

AutoCAD SHX Text

LINE PAINTING DETAIL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

TYPICAL HANDICAP

AutoCAD SHX Text

PARKING SPACE DETAIL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

HANDICAP SIGN (12" X 18"-TYPICAL) "HANDICAP PARKING ONLY"

AutoCAD SHX Text

EDGE OF WALKWAY

AutoCAD SHX Text

PAINTED LINES (BLUE-4" WIDE TYPICAL)

AutoCAD SHX Text

2'-0" RADIUS

AutoCAD SHX Text

DIVISION LINE

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2" WIDE BY 3'-0" DEEP

AutoCAD SHX Text

2" WIDE BY 8" DEEP

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text

12" WIDE BY 8" DEEP

AutoCAD SHX Text

6'-0" RADIUS

AutoCAD SHX Text

3 POINT LINE

AutoCAD SHX Text

FREE THROW LINE

AutoCAD SHX Text

2" LINE

AutoCAD SHX Text 3'

AutoCAD SHX Text

NOTE: PAINTED LINES TO BE DONE BY CONTRACTOR

AutoCAD SHX Text

NOTES: 1. ALL LINES 2" WIDE.

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'

AutoCAD SHX Text 18"

AutoCAD SHX Text 60"

AutoCAD SHX Text 78"

AutoCAD SHX Text 18"

AutoCAD SHX Text 12"

AutoCAD SHX Text

BREAKAWAY STEEL CHANNEL BAR POST

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text R7-8 12"X18"

AutoCAD SHX Text

HANDICAP PARKING SIGN DETAIL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

CONCRETE 3,500 PSI BASE TO BE CENTERED ON HANDICAPPED PARKING SPACE

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text

TYP.

AutoCAD SHX Text

WASTE RECEPTACLE INSTALLATION

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

1. UNLESS OTHERWISE SPECIFIED, ALL DIMENSIONS ARE IN FEET AND INCHES AND PER ASME Y14.5M-1994.

AutoCAD SHX Text

2. ALL DIMENSIONS INCLUDE TO PLASTISOL COATING.

AutoCAD SHX Text

4. FINISHED PART TO BE FREE OF ALL BURRS AND SHARP EDGES.

AutoCAD SHX Text

3. REFER TO MANUFACTURER'S SPECIFICATIONS FOR TRASH RECEPTACLE ASSEMBLY SPECIFICATIONS.

AutoCAD SHX Text

NOTES:

AutoCAD SHX Text 3'-2 1/2"

AutoCAD SHX Text 2'-1 3/8"

AutoCAD SHX Text 2'-9 3/16"

AutoCAD SHX Text

AutoCAD SHX Text 5 1/8"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 1'

AutoCAD SHX Text 1'-6 3/8"

AutoCAD SHX Text

CONCRETE 3,500 PSI FOOTING (TYP.)

AutoCAD SHX Text

BASKETBALL COURT RESURFACING

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 1.5" 9.5MM SUPERPAVE FINE GRADED WEARING COURSE PG 64S-22, <0.3 MILLION ESAL'S, SRL-I

AutoCAD SHX Text

EXISTING SURFACE

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 14'-0"

AutoCAD SHX Text 12'-0"

AutoCAD SHX Text 16'-0"

AutoCAD SHX Text 4'

AutoCAD SHX Text 22'-0"

AutoCAD SHX Text

GARDEN STYLE LIGHT

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

REVISION TO PLANS FOR BIDDING

AutoCAD SHX Text 7/15/26

AutoCAD SHX Text

WTL

AutoCAD SHX Text

* NEW COLUMBUS PARKNEW COLUMBUS PARK

44'-0"

AutoCAD SHX Text

2" WIDE STRIPING

AutoCAD SHX Text

PICKLEBALL NET

AutoCAD SHX Text

FUTURE SPORTS COURT DETAIL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text 15'-0"

AutoCAD SHX Text 7'-0"

AutoCAD SHX Text

AutoCAD SHX Text 11233.15

AutoCAD SHX Text

PHASE ONE

AutoCAD SHX Text

TYPICAL DETAILS

AutoCAD SHX Text

NESQUEHONING BOROUGH

AutoCAD SHX Text

114 W. CATAWISSA ST.

AutoCAD SHX Text

DS-2

AutoCAD SHX Text

NESQUEHONING PENNSYLVANIA 18240

AutoCAD SHX Text

NEW COLUMBUS PARK

AutoCAD SHX Text

COLUMBUS AVENUE

AutoCAD SHX Text

NESQUEHONING CARBON COUNTY PENNSYLVANIA

AutoCAD SHX Text

AutoCAD SHX Text 6/12/26

AutoCAD SHX Text 5/16/24

AutoCAD SHX Text

BRINKASH

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

APP.

AutoCAD SHX Text

APP.

AutoCAD SHX Text

DATE

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SURVEY DATE

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RELEASED BY

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SEAL

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

CLIENT & PROJECT

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

REV.

AutoCAD SHX Text

FIELD BOOK

AutoCAD SHX Text

DWG. NO.

AutoCAD SHX Text

SCALE

AutoCAD SHX Text Orwigsburg, Pennsylvania 17961

AutoCAD SHX Text 1239 Centre Turnpike

AutoCAD SHX Text Tel 570.366.9534

AutoCAD SHX Text Dwg. Name: 001123315-S01.DWG Plotted: 7/15/2026 5:01 PM001123315-S01.DWG Plotted: 7/15/2026 5:01 PM Plotted: 7/15/2026 5:01 PM7/15/2026 5:01 PM

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text Sq.

AutoCAD SHX Text 1'-4"

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 6"

AutoCAD SHX Text Sq.

AutoCAD SHX Text 12"

AutoCAD SHX Text 7'-2"

AutoCAD SHX Text

1" TYP.

AutoCAD SHX Text

12'-0" HIGH

AutoCAD SHX Text

POSTS AT 10'-0" MAXIMUM

AutoCAD SHX Text

12' HIGH CHAIN LINK FENCE DETAIL

AutoCAD SHX Text

NO SCALE

AutoCAD SHX Text

2-1/2" O.D. INTERMEDIATE POSTS

AutoCAD SHX Text

2" MESH - 9 GAUGE GREEN PVC COATED WIRE FABRIC - PLACE ON OUTSIDE

AutoCAD SHX Text

FABRIC TIES AT 24" O.C. MAXIMUM

AutoCAD SHX Text

EXPANSION SLEEVE

AutoCAD SHX Text

TOP RAIL

AutoCAD SHX Text

KNUCKLED SELVAGE

AutoCAD SHX Text

TYPICAL FOR ALL CORNER AND GATE POSTS

AutoCAD SHX Text

POST CAST IN CONCRETE FOUNDATION

AutoCAD SHX Text

TYPICAL FOR ALL LINE POSTS

AutoCAD SHX Text

GATE POSTS - 4" O.D. WITH 2" O.D. FRAME FOR 3'-0" WIDE BY 7'-0" HIGH GATE

AutoCAD SHX Text

HANDICAP ACCESSIBLE GATE LATCH WITH LOCK

AutoCAD SHX Text

1/2" DIAGONAL BRACE ROD WITH TURNBUCKLE

AutoCAD SHX Text

INTERMEDIATE RAIL

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

NEW BITUMINOUS PAVING - SEE PLAN FOR LOCATIONS

AutoCAD SHX Text

BOTTOM RAIL

AutoCAD SHX Text

1/2" DIAGONAL TRUSS ROD THREADED BOTH ENDS WITH TURNBUCKLE

AutoCAD SHX Text

FORIZONTAL BRACE BOTH WAYS AT ALL CORNERS

AutoCAD SHX Text

3/4" X 1-3/4" BANDS AND STRETCHER BAR AT END AND CORNER POSTS

AutoCAD SHX Text

4" CORNER POSTS

AutoCAD SHX Text NOTES: 1. ALL FITTINGS SHALL BE GALVANIZED COATED. ALL POSTS SHALL BE GALVANIZED COATED STEEL. FENCE FABRIC SHALL BE GREEN PVC COATED. 2. CONTRACTOR TO CORE DRILL THE BITUMINOUS PAVING FOR FENCE POST INSTALLATION (FENCE POSTS AND FABRIC TO BE INSTALLED FOLLOWING COMPLETION OF BITUMINOUS PAVING WORK.

AutoCAD SHX Text

REVISION TO PLANS FOR BIDDING

AutoCAD SHX Text 7/15/26

AutoCAD SHX Text

WTL

STANDARD CONSTRUCTION DETAIL #4-1

COMPOST FILTER SOCK

STANDARD CONSTRUCTION DETAIL #4-1

COMPOST FILTER SOCK

STANDARD CONSTRUCTION DETAIL #3-1

ROCK CONSTRUCTION ENTRANCE

AutoCAD SHX Text

EROSION & SEDIMENTATION CONTROL NARRATIVE

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G. MULCH

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E. TEMPORARY CONTROL MEASURES

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F. PERMANENT CONTROL MEASURES

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I. MAINTENANCE

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J. GENERAL NOTES

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B. FEATURES OF THE PROJECT

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C. NOTES FOR SEQUENCE OF CONSTRUCTION

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1. ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE OF STAGING OF EARTHMOVING ALL EARTH DISTURBANCE ACTIVITIES SHALL PROCEED IN ACCORDANCE WITH THE FOLLOWING SEQUENCE OF STAGING OF EARTHMOVING ACTIVITIES. EACH STAGE SHALL BE COMPLETED IN COMPLIANCE WITH CHAPTER 102 REGULATIONS BEFORE A SUBSEQUENT STAGE IS INITIATED. CLEARING AND GRUBBING SHALL BE LIMITED ONLY TO THOSE AREAS DESCRIBED IN EACH STAGE. 2. BEFORE IMPLEMENTING ANY REVISIONS TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS BEFORE IMPLEMENTING ANY REVISIONS TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY AFFECT THE EFFECTIVENESS OF THE APPROVED E&S CONTROL PLAN, THE OPERATOR MUST RECEIVE APPROVAL OF THE REVISIONS FROM THE CARBON COUNTY CONSERVATION DISTRICT. 3. THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE THE OPERATOR SHALL REMOVE FROM THE SITE, RECYCLE, OR DISPOSE OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA CODE 260.1 ET SEQ., 271.1 ET SEQ., AND 287.1 ET SEQ. THE CONTRACTOR SHALL NOT ILLEGALLY BURY, DUMP, OR DISCHARGE ANY BUILDING MATERIALS OR WASTES AT THE SITE. 4. BEFORE DISPOSING OF SOIL OR RECEIVING BORROW FOR THE SITE, THE OPERATOR MUST ASSURE THAT EACH SPOIL OR BORROW BEFORE DISPOSING OF SOIL OR RECEIVING BORROW FOR THE SITE, THE OPERATOR MUST ASSURE THAT EACH SPOIL OR BORROW AREA HAS AN EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE CARBON COUNTY CONSERVATION DISTRICT, AND WHICH IS BEING IMPLEMENTED AND MAINTAINED ACCORDING TO CHAPTER 102 REGULATIONS. 5. ANTICIPATED START OF CONSTRUCTION - FALL 2026. ANTICIPATED START OF CONSTRUCTION - FALL 2026. 6. EACH STEP IN THE CONSTRUCTION SEQUENCE SHALL BE COMPLETED BEFORE INITIATION OF THE NEXT STEP. EACH STEP IN THE CONSTRUCTION SEQUENCE SHALL BE COMPLETED BEFORE INITIATION OF THE NEXT STEP. 7. THE CONTRACTOR IS ADVISED TO BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS OF THE APPENDIX 64, EROSION CONTROL THE CONTRACTOR IS ADVISED TO BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS OF THE APPENDIX 64, EROSION CONTROL RULES AND REGULATIONS, TITLE 25, PART 1, DEPARTMENT OF ENVIRONMENTAL PROTECTION, SUBPART C, PROTECTION OF NATURAL RESOURCES, ARTICLE III, WATER RESOURCES, CHAPTER 102, EROSION CONTROL. 8. FAILURE TO CORRECTLY INSTALL SEDIMENT CONTROL FACILITIES OR FAILURE TO PREVENT SEDIMENT LADEN RUNOFF FROM LEAVING FAILURE TO CORRECTLY INSTALL SEDIMENT CONTROL FACILITIES OR FAILURE TO PREVENT SEDIMENT LADEN RUNOFF FROM LEAVING THE CONSTRUCTION SITE OR FAILURE TO TAKE CORRECTIVE ACTIONS TO IMMEDIATELY RESOLVE FAILURES OF SEDIMENT CONTROL FACILITIES MAY RESULT IN ADMINISTRATIVE, CIVIL AND/OR CRIMINAL PENALTIES BEING INSTITUTED BY THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PROTECTION AS DEFINED IN SECTION 602 OF THE CLEAN STREAMS LAW OF PENNSYLVANIA. THE CLEAN STREAMS LAW PROVIDES FOR UP TO $10,000 PER DAY IN CIVIL PENALTIES, UP TO $10,000 IN SUMMARY CRIMINAL PENALTIES, AND UP TO $25,000 IN MISDEMEANOR CRIMINAL PENALTIES FOR EACH VIOLATION.

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1. THE LOCATIONS OF AFFECTED PROPERTY LINES, AND THE OTHER SIGNIFICANT PHYSICAL FEATURES HAVE BEEN SHOWN ON THE THE LOCATIONS OF AFFECTED PROPERTY LINES, AND THE OTHER SIGNIFICANT PHYSICAL FEATURES HAVE BEEN SHOWN ON THE ATTACHED PLANS.

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1. COMPOST FILTER SOCK COMPOST FILTER SOCK a. ALL MATERIAL TO MEET COMPOST FILTER SOCK SPECIFICATIONS. ALL MATERIAL TO MEET COMPOST FILTER SOCK SPECIFICATIONS. b. COMPOST FILTER SOCK TO MEET APPLICATION REQUIREMENTS. COMPOST FILTER SOCK TO MEET APPLICATION REQUIREMENTS. 2. INLET FILTER INLET FILTER a. ALL MATERIAL TO MEET INLET FILTER SPECIFICATIONS. ALL MATERIAL TO MEET INLET FILTER SPECIFICATIONS. b. INLET FILTER TO MEET APPLICATION REQUIREMENTS.INLET FILTER TO MEET APPLICATION REQUIREMENTS.

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1. PERMANENT GRASS OR LEGUME COVER PERMANENT GRASS OR LEGUME COVER a. ALL DISTURBED AREAS, THAT ARE NOT TO BE PAVED OR STONED, SHALL BE COVERED WITH GRASS OR A LEGUME IN ALL DISTURBED AREAS, THAT ARE NOT TO BE PAVED OR STONED, SHALL BE COVERED WITH GRASS OR A LEGUME IN ORDER TO MINIMIZE EROSION. THE GRASS OR LEGUME SHALL AS NEARLY AS POSSIBLE MATCH THE GROUND COVER THAT EXISTED PRIOR TO CONSTRUCTION. SEED SHALL BE SELECTED BY THE OWNER OR THE OWNER'S REPRESENTATIVE.

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1. ALL AREAS EXPOSED SHALL RECEIVE A LAYER OF MULCH. ALL AREAS EXPOSED SHALL RECEIVE A LAYER OF MULCH. a. HAY OR STRAW MULCH SHALL BE APPLIED TO SEEDING AREAS TO HELP ESTABLISH A HAY OR STRAW MULCH SHALL BE APPLIED TO SEEDING AREAS TO HELP ESTABLISH A PERMANENT GRASS COVER AND TO PREVENT EROSION. b. IT SHALL BE APPLIED AT A RATE OF APPROXIMATELY 3 TONS PER ACRE. MULCH SHALL BE IT SHALL BE APPLIED AT A RATE OF APPROXIMATELY 3 TONS PER ACRE. MULCH SHALL BE ANCHORED TO PREVENT BLOWING AWAY. ANCHOR WITH WOOD CELLULOSE FIBER @ 750 LBS/ACRE. OTHER MEANS OF MULCHING MAY BE USED IN CONFORMANCE WITH COUNTY CONSERVATION DISTRICT STANDARDS. c. MULCH WITH MULCH CONTROL NETTING OR EROSION CONTROL BLANKETS SHALL BE USED ON MULCH WITH MULCH CONTROL NETTING OR EROSION CONTROL BLANKETS SHALL BE USED ON ALL SLOPES GREATER THAN 3:1.

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1. ALL SEDIMENT AND EROSION CONTROL FACILITIES SHALL BE CHECKED FOR DAMAGE WEEKLY AND AFTER ALL SEDIMENT AND EROSION CONTROL FACILITIES SHALL BE CHECKED FOR DAMAGE WEEKLY AND AFTER EACH STORM. ALL PREVENTIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIRS, REPLACEMENT, REGARDING, RESEEDING, REMULCHING, AND RENETTING MUST BE PERFORMED IMMEDIATELY. 2. ANY PERMANENT SEEDED AREAS THAT BECOME ERODED SHALL HAVE THE TOPSOIL REPLACED, THE ANY PERMANENT SEEDED AREAS THAT BECOME ERODED SHALL HAVE THE TOPSOIL REPLACED, THE GRASS RESOWN, AND MULCH REAPPLIED OR, AT THE DIRECTION OF THE OWNER, SOD MAY BE INSTALLED. 3. A STOCKPILE OF ROCK MATERIAL (AASHTO #1 AND #57) WILL BE STORED ON SITE FOR THE PURPOSE A STOCKPILE OF ROCK MATERIAL (AASHTO #1 AND #57) WILL BE STORED ON SITE FOR THE PURPOSE OF MAINTAINING BMPS.

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1. A COPY OF THIS EROSION AND SEDIMENTATION CONTROL REPORT AND PLANS MUST BE POSTED AT THE A COPY OF THIS EROSION AND SEDIMENTATION CONTROL REPORT AND PLANS MUST BE POSTED AT THE CONSTRUCTION SITE. 2. THE CONTRACTOR MUST DEVELOP, AND HAVE APPROVED BY THE CARBON COUNTY CONSERVATION THE CONTRACTOR MUST DEVELOP, AND HAVE APPROVED BY THE CARBON COUNTY CONSERVATION DISTRICT, A SEPARATE EROSION AND SEDIMENTATION CONTROL PLAN FOR EACH SPOIL, BORROW, OR OTHER WORK AREA NOT DETAILED IN THE PERMIT PLAN, WHETHER LOCATED WITHIN OR OUTSIDE OF THE CONSTRUCTION LIMITS. 3. SHOULD ANY MEASURES CONTAINED WITHIN THIS PLAN PROVE INCAPABLE OF ADEQUATELY REMOVING SHOULD ANY MEASURES CONTAINED WITHIN THIS PLAN PROVE INCAPABLE OF ADEQUATELY REMOVING SEDIMENT FROM ON-SITE FLOWS PRIOR TO DISCHARGE OR OF STABILIZING THE SURFACES INVOLVED, ADDITIONAL MEASURES MUST BE IMMEDIATELY IMPLEMENTED BY THE CONTRACTOR TO ELIMINATE ALL SUCH PROBLEMS. 4. IF ANY SIGNIFICANT CHANGES ARE TO BE MADE TO THE EROSION AND SEDIMENTATION CONTROL PLAN, IF ANY SIGNIFICANT CHANGES ARE TO BE MADE TO THE EROSION AND SEDIMENTATION CONTROL PLAN, THE CONTRACTOR WILL CONTACT THE CARBON COUNTY CONSERVATION DISTRICT. 5. EXTREME CARE SHOULD BE EXERCISED IN ALL DISTURBANCE ACTIVITIES TO PREVENT DEGRADATION TO EXTREME CARE SHOULD BE EXERCISED IN ALL DISTURBANCE ACTIVITIES TO PREVENT DEGRADATION TO THE WATERS OF THE COMMONWEALTH. 6. SHOULD UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION, THE CONTRACTOR SHALL SHOULD UNFORESEEN EROSIVE CONDITIONS DEVELOP DURING CONSTRUCTION, THE CONTRACTOR SHALL TAKE ACTION TO REMEDY SUCH CONDITIONS AND TO PREVENT DAMAGE TO ADJACENT PROPERTIES AS A RESULT OF INCREASED RUNOFF AND/OR SEDIMENT DISPLACEMENT. STOCKPILES OF WOOD CHIPS, HAY BALES CRUSHED STONE AND OTHER MULCHES SHALL BE HELD IN READINESS TO DEAL IMMEDIATELY WITH EMERGENCY PROBLEMS OF EROSION. 7. AS AN ALTERNATIVE TO SEEDING DURING NON-GERMINATION PERIODS (BETWEEN OCT. 15 -APRIL 1), SILT AS AN ALTERNATIVE TO SEEDING DURING NON-GERMINATION PERIODS (BETWEEN OCT. 15 -APRIL 1), SILT FENCING AND/OR GEOTEXTILE MATTING SHALL BE USED WITH MULCHING TO STABILIZE SLOPES. 8. AFTER COMPLETION OF CONSTRUCTION, AND PERMANENT STABILIZATION WHEREUPON THERE IS UNIFORM AFTER COMPLETION OF CONSTRUCTION, AND PERMANENT STABILIZATION WHEREUPON THERE IS UNIFORM COVERAGE OF 70% VEGETATIVE COVER ACROSS THE DISTURBED AREA IN GRASSED AREAS, OR WHERE THERE IS COMPACTED STONE OR PAVING IN STREETS, REMOVE ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL DEVICES. RESTORE AREAS IN WHICH THESE DEVICES WERE LOCATED TO THE ORIGINAL CONDITION CALLED FOR BY THE CONTRACT DOCUMENTS. 9. THE CONTRACTOR SHALL NOTIFY CARBON COUNTY CONSERVATION DISTRICT AND OBTAIN APPROVAL FOR THE CONTRACTOR SHALL NOTIFY CARBON COUNTY CONSERVATION DISTRICT AND OBTAIN APPROVAL FOR EXCESS MATERIAL OFF-SITE DISPOSAL. 10. EROSION AND SEDIMENTATION CONTROLS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE EROSION AND SEDIMENTATION CONTROLS MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE. 11. AT THE END OF EACH WORKING DAY, ANY SEDIMENT TRACKED OR CONVEYED ONTO A PUBLIC ROADWAY AT THE END OF EACH WORKING DAY, ANY SEDIMENT TRACKED OR CONVEYED ONTO A PUBLIC ROADWAY OR DRIVEWAYS WILL BE REMOVED AND REDEPOSITED ONTO THE CONSTRUCTION SITE. REMOVAL CAN BE COMPLETED THROUGH THE USE OF MECHANICAL OR HAND TOOLS, BUT MUST NEVER BE WASHED OFF THE ROAD OR DRIVEWAY BY USE OF WATER. 12. UPON COMPLETION OF EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY, THE UPON COMPLETION OF EARTH DISTURBANCE ACTIVITY OR ANY STAGE OR PHASE OF AN ACTIVITY, THE OPERATOR SHALL STABILIZE IMMEDIATELY THE DISTURBED AREAS TO PROTECT FROM ACCELERATED EROSION. DURING NON-GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE NOT ALL FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN ONE YEAR MAY BE STABILIZED IN ACCORDANCE WITH TEMPORARY SEEDING SPECIFICATIONS. DISTURBED AREAS, WHICH EITHER ARE AT FINISHED GRADE OR WILL NOT BE REDISTURBED WITHIN ONE YEAR, MUST BE STABILIZED IN ACCORDANCE WITH PERMANENT SEEDING SPECIFICATIONS. 18. DIVERSION CHANNELS, SEDIMENTATION BASINS, SEDIMENT RAPS, AND STOCKPILES MUST BE STABILIZED. 19. UNTIL THE SITE HAS ACHIEVED FINAL STABILIZATION, THE CONTRACTOR SHALL PROPERLY IMPLEMENT, UNTIL THE SITE HAS ACHIEVED FINAL STABILIZATION, THE CONTRACTOR SHALL PROPERLY IMPLEMENT, OPERATE, AND MAINTAIN ALL THE BEST MANAGEMENT PRACTICES. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENTATION CONTROL AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGARDING, RESEEDING, REMULCHING, AND RENETTING, MUST BE PERFORMED IMMEDIATELY. 20. AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM OF AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM OF 70% UNIFORM PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING OR OTHER MOVEMENT. 21. INSTALL FENCE WHERE SHOWN ON PLANS AND AS NOTED IN DETAIL ON THIS DRAWING BEFORE ANY INSTALL FENCE WHERE SHOWN ON PLANS AND AS NOTED IN DETAIL ON THIS DRAWING BEFORE ANY EXCAVATION IS PERFORMED. 22. OTHER EXCAVATED MATERIAL (SPOIL) SHALL BE PLACED UPSLOPE FROM THE EXCAVATION WHENEVER OTHER EXCAVATED MATERIAL (SPOIL) SHALL BE PLACED UPSLOPE FROM THE EXCAVATION WHENEVER POSSIBLE RUNOFF FROM SPOIL PILES SHALL BE DIRECTED THROUGH A SILT FENCE AND BE DISCHARGED IN A NON-EROSIVE MANNER. 23. DEWATERING EQUIPMENT DISCHARGE SHALL BE DIRECTED ONTO A STABILIZED SURFACE SO THAT EROSION DEWATERING EQUIPMENT DISCHARGE SHALL BE DIRECTED ONTO A STABILIZED SURFACE SO THAT EROSION DOES NOT OCCUR. DISCHARGES SHALL BE DIRECTED THROUGH A SEDIMENT FILTER STRUCTURE AND DISCHARGED IN NON-EROSIVE MANNER. 24. BACKFILLED EXCAVATION SHALL BE RESTORED TO THEIR ORIGINAL TYPE OF COVER AND GRADE AS PER BACKFILLED EXCAVATION SHALL BE RESTORED TO THEIR ORIGINAL TYPE OF COVER AND GRADE AS PER SPECIFICATIONS.

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File details come from the government source that posted it. Updated Aug 3, 2026.