1-WEONA PARK ADA PLAYGROUND PHASE 2 PLANS.pdf
PDF 23 MB Posted
- Attached to
- Weona Park ADA Playground – Phase 2
- Solicitation number
- Not on record
- Issued by
- Northampton County, Pennsylvania
About this file
These construction plans are for the Weona Park ADA Playground - Phase 2 project, located in the Borough of Pen Argyl, Northampton County, Pennsylvania. The project is funded by two grant sources: the County of Northampton CDBG Program and the Commonwealth of Pennsylvania Financing Authority's Local Share Account (LSA). The plans, prepared by Van Cleef Engineering Associates, LLC on October 29, 2025, detail the comprehensive renovation of a playground to improve accessibility, featuring specific design elements such as commercial-grade aluminum fencing, concrete sidewalks, gates, benches, and a truck access point. The site plan includes multiple playground equipment zones with various play structures, including a fire engine, global motion, and climbing wall components.
The project involves detailed site grading, utility installation, and erosion control measures, with a total disturbed area of 0.34 acres. The engineering plans specify precise construction requirements, including specific pipe installations, drainage systems, and landscape restoration. The playground is designed with safety as a priority, with fall height specifications for different equipment ranging from 60 to 108 inches. The project emphasizes environmental considerations, including specific protocols for waste management, material recycling, and soil handling. The design incorporates ADA compliance standards to ensure accessibility for all users, with carefully planned pathways, surface materials, and equipment placement.
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Other files
| File | Type | Posted |
|---|---|---|
| 2-WEONA PARK ADA PLAYGROUND PHASE 2 SPECS.pdf | ||
| 1-2025 STREETS PROGRAM PLANS.pdf | ||
| 2-2025 STREET PROGRAM PROJECT MANUAL.pdf |
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Text version
SITE LOCATION MAP
E. PLAINFIELD AVE
BOROUGH OF PEN ARGYL
PLAINFIELD
TOWNSHIP
BOROUGH OF PEN ARGYL
PLAINFIELD TOWNSHIP
E. LAUREL AVE
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PROJECT
SITE
E ST
NORTHAMPTON COUNTY, PENNSYLVANIA
BOROUGH OF PEN ARGYL
WEONA PARK
DATE: October 29, 2025
SITUATED IN
ADA PLAYGROUND - PHASE 2
INDEX OF SHEETS
PLAN NOTATION
SITE LOCATION MAP
EROSION & SEDIMENTATION CONTROL PLAN
SITE PLAN3
CONSTRUCTION DETAILS 2
GRADING PLAN
EROSION & SEDIMENTATION CONTROL DETAILS
CONSTRUCTION DETAILS 1
EXISTING FEATURES & DEMOLITION PLAN 2
TITLE SHEET
TITLE
SHEET No.
1 INCH = 800 FT
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LAST REVISED
October 29, 2025 October 29, 2025
October 29, 2025
October 29, 2025
October 29, 2025
October 29, 2025
October 29, 2025
October 29, 2025
VAN CLEEF ENGINEERING ASSOCIATES, LLC
1685 VALLEY CENTER PARKWAY, SUITE 100
BETHLEHEM, PA 18017
WEB: WWW.VANCLEEFENGINEERING.COM
PHONE (610) 332-1772
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ENGINEERING WITH FOCUS
OWNER
BOROUGH OF PEN ARGYL
11 NORTH ROBINSON AVENUE
PO BOX 128
PEN ARGYL, PA 18072
OWNER
BOROUGH OF PEN ARGYL
11 NORTH ROBINSON AVENUE
PO BOX 128
PEN ARGYL, PA 18072
MARK A . BAHNICK
PENNSYLVANIA PROFESSIONAL ENGINEER NUMBER PE-037877-E
October 29, 2025
GRANT FUNDING PROVIDED BY:
COUNTY OF NORTHAMPTON DCED, CDBG PROGRAM
COMMONWEALTH OF PENNSYLVANIA FINANCING AUTHORITY, LOCAL SHARE ACCOUNT (LSA)
CONSTRUCTION PLANS FOR
AutoCAD SHX Text ONLY THOSE PLANS WHICH CONTAIN A DIGITAL, THOSE PLANS WHICH CONTAIN A DIGITAL, THOSE PLANS WHICH CONTAIN A DIGITAL, PLANS WHICH CONTAIN A DIGITAL, PLANS WHICH CONTAIN A DIGITAL, WHICH CONTAIN A DIGITAL, WHICH CONTAIN A DIGITAL, CONTAIN A DIGITAL, CONTAIN A DIGITAL, A DIGITAL, A DIGITAL, DIGITAL, DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE OR COLORIZED INK SEAL OF THE OR COLORIZED INK SEAL OF THE COLORIZED INK SEAL OF THE COLORIZED INK SEAL OF THE INK SEAL OF THE INK SEAL OF THE SEAL OF THE SEAL OF THE OF THE OF THE THE THE RESPONSIBLE PROFESSIONAL SHALL BE CONSIDERED PROFESSIONAL SHALL BE CONSIDERED PROFESSIONAL SHALL BE CONSIDERED SHALL BE CONSIDERED SHALL BE CONSIDERED BE CONSIDERED BE CONSIDERED CONSIDERED CONSIDERED VALID. THIS PLAN HAS BEEN SPECIFICALLY PREPARED THIS PLAN HAS BEEN SPECIFICALLY PREPARED THIS PLAN HAS BEEN SPECIFICALLY PREPARED THIS PLAN HAS BEEN SPECIFICALLY PREPARED PLAN HAS BEEN SPECIFICALLY PREPARED PLAN HAS BEEN SPECIFICALLY PREPARED HAS BEEN SPECIFICALLY PREPARED HAS BEEN SPECIFICALLY PREPARED BEEN SPECIFICALLY PREPARED BEEN SPECIFICALLY PREPARED SPECIFICALLY PREPARED SPECIFICALLY PREPARED PREPARED PREPARED FOR THE OWNER DESIGNATED HEREON. ANY THE OWNER DESIGNATED HEREON. ANY THE OWNER DESIGNATED HEREON. ANY OWNER DESIGNATED HEREON. ANY OWNER DESIGNATED HEREON. ANY DESIGNATED HEREON. ANY DESIGNATED HEREON. ANY HEREON. ANY HEREON. ANY ANY ANY ANY MODIFICATION, REVISION, DUPLICATION OR USE REVISION, DUPLICATION OR USE REVISION, DUPLICATION OR USE DUPLICATION OR USE DUPLICATION OR USE OR USE OR USE USE USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF THE WRITTEN CONSENT OF VAN CLEEF THE WRITTEN CONSENT OF VAN CLEEF WRITTEN CONSENT OF VAN CLEEF WRITTEN CONSENT OF VAN CLEEF CONSENT OF VAN CLEEF CONSENT OF VAN CLEEF OF VAN CLEEF OF VAN CLEEF VAN CLEEF VAN CLEEF CLEEF CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. ASSOCIATES IS PROHIBITED. ASSOCIATES IS PROHIBITED. IS PROHIBITED. IS PROHIBITED. PROHIBITED. PROHIBITED. RELIANCE ON THIS PLAN FOR ANY PURPOSE ON THIS PLAN FOR ANY PURPOSE ON THIS PLAN FOR ANY PURPOSE THIS PLAN FOR ANY PURPOSE THIS PLAN FOR ANY PURPOSE PLAN FOR ANY PURPOSE PLAN FOR ANY PURPOSE FOR ANY PURPOSE FOR ANY PURPOSE ANY PURPOSE ANY PURPOSE PURPOSE PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE THAN THAT WHICH IS INTENDED SHALL BE THAN THAT WHICH IS INTENDED SHALL BE THAT WHICH IS INTENDED SHALL BE THAT WHICH IS INTENDED SHALL BE WHICH IS INTENDED SHALL BE WHICH IS INTENDED SHALL BE IS INTENDED SHALL BE IS INTENDED SHALL BE INTENDED SHALL BE INTENDED SHALL BE SHALL BE SHALL BE BE BE AT THE SOLE DISCRETION AND LIABILITY OF THE THE SOLE DISCRETION AND LIABILITY OF THE THE SOLE DISCRETION AND LIABILITY OF THE SOLE DISCRETION AND LIABILITY OF THE SOLE DISCRETION AND LIABILITY OF THE DISCRETION AND LIABILITY OF THE DISCRETION AND LIABILITY OF THE AND LIABILITY OF THE AND LIABILITY OF THE LIABILITY OF THE LIABILITY OF THE OF THE OF THE THE THE APPLICABLE PARTY.
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SURVEY GENERAL NOTES CONTINUED
SERIAL NO. 20251050096 EXISTING FEATURES & DEMOLITION PLAN
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JOB NO.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SCALE:
DATE:
FOR
BOROUGH OF PEN ARGYL, NORTHAMPTON COUNTY PA
PARCEL ID: E9 1 1
WEONA PARK ADA PLAYGROUND - PHASE 2
8600-25-05
MAB
GSP
MAB
OCTOBER 29, 2025 Bridges/Highways Construction Inspection
Environmental Geotechnical/Dams
Landscape Architecture Local/Regional Planning
Municipal Engineering Site Development
Surveying/Aerial Drones/GIS Water/Wastewater
ENGINEERING WITH FOCUS
DATEDESCRIPTION AUTHREV
VAN CLEEF ENGINEERING ASSOCIATES, LLC
1685 VALLEY CENTER PARKWAY, SUITE 100, BETHLEHEM, PA 18017
WEB: WWW.VANCLEEFENGINEERING.COM
PHONE (610) 332-1772
PLAN NOTATION
MARK A . BAHNICK
PENNSYLVANIA PROFESSIONAL ENGINEER NUMBER PE-037877-E
October 29, 2025
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UTILITY POLE 69187-56962 W/CONDUIT
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INLET GR=755.35 INV IN=747.85 INV OUT=747.73
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INLET GR=757.99 INV IN=749.79 INV OUT=749.41
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INLET GR=760.32 INV IN=753.99 INV OUT=753.82
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CONC PAD SANITARY MANHOLE RIM=757.62 BOTTOM=750.71 (FULL OF WATER)
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INLET GR=759.26 INV IN=754.88(20") INV IN=754.69 INV OUT=754.59
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WATER MANHOLE RIM=762.81 BOTTOM=758.41
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28" PINE
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1. THIS MAP REPRESENTS A TOPOGRAPHIC SURVEY PERFORMED BY VAN CLEEF ENGINEERING THIS MAP REPRESENTS A TOPOGRAPHIC SURVEY PERFORMED BY VAN CLEEF ENGINEERING MAP REPRESENTS A TOPOGRAPHIC SURVEY PERFORMED BY VAN CLEEF ENGINEERING MAP REPRESENTS A TOPOGRAPHIC SURVEY PERFORMED BY VAN CLEEF ENGINEERING REPRESENTS A TOPOGRAPHIC SURVEY PERFORMED BY VAN CLEEF ENGINEERING REPRESENTS A TOPOGRAPHIC SURVEY PERFORMED BY VAN CLEEF ENGINEERING A TOPOGRAPHIC SURVEY PERFORMED BY VAN CLEEF ENGINEERING A TOPOGRAPHIC SURVEY PERFORMED BY VAN CLEEF ENGINEERING TOPOGRAPHIC SURVEY PERFORMED BY VAN CLEEF ENGINEERING TOPOGRAPHIC SURVEY PERFORMED BY VAN CLEEF ENGINEERING SURVEY PERFORMED BY VAN CLEEF ENGINEERING SURVEY PERFORMED BY VAN CLEEF ENGINEERING PERFORMED BY VAN CLEEF ENGINEERING PERFORMED BY VAN CLEEF ENGINEERING BY VAN CLEEF ENGINEERING BY VAN CLEEF ENGINEERING VAN CLEEF ENGINEERING VAN CLEEF ENGINEERING CLEEF ENGINEERING CLEEF ENGINEERING ENGINEERING ENGINEERING ASSOCIATES (VCEA) IN APRIL, 2025. A BOUNDARY SURVEY WAS NOT COMPLETED AT TIME OF (VCEA) IN APRIL, 2025. A BOUNDARY SURVEY WAS NOT COMPLETED AT TIME OF (VCEA) IN APRIL, 2025. A BOUNDARY SURVEY WAS NOT COMPLETED AT TIME OF IN APRIL, 2025. A BOUNDARY SURVEY WAS NOT COMPLETED AT TIME OF IN APRIL, 2025. A BOUNDARY SURVEY WAS NOT COMPLETED AT TIME OF APRIL, 2025. A BOUNDARY SURVEY WAS NOT COMPLETED AT TIME OF APRIL, 2025. A BOUNDARY SURVEY WAS NOT COMPLETED AT TIME OF 2025. A BOUNDARY SURVEY WAS NOT COMPLETED AT TIME OF 2025. A BOUNDARY SURVEY WAS NOT COMPLETED AT TIME OF A BOUNDARY SURVEY WAS NOT COMPLETED AT TIME OF A BOUNDARY SURVEY WAS NOT COMPLETED AT TIME OF BOUNDARY SURVEY WAS NOT COMPLETED AT TIME OF BOUNDARY SURVEY WAS NOT COMPLETED AT TIME OF SURVEY WAS NOT COMPLETED AT TIME OF SURVEY WAS NOT COMPLETED AT TIME OF WAS NOT COMPLETED AT TIME OF WAS NOT COMPLETED AT TIME OF NOT COMPLETED AT TIME OF NOT COMPLETED AT TIME OF COMPLETED AT TIME OF COMPLETED AT TIME OF AT TIME OF AT TIME OF TIME OF TIME OF OF OF SURVEY. PROPERTY LINES SHOWN HEREON ARE TAKEN FROM EXISTING TAX MAP DATA. 2. PLANIMETRIC AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PROVIDED BY FIELD PLANIMETRIC AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PROVIDED BY FIELD AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PROVIDED BY FIELD AND TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PROVIDED BY FIELD TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PROVIDED BY FIELD TOPOGRAPHIC INFORMATION SHOWN HEREON WAS PROVIDED BY FIELD INFORMATION SHOWN HEREON WAS PROVIDED BY FIELD INFORMATION SHOWN HEREON WAS PROVIDED BY FIELD SHOWN HEREON WAS PROVIDED BY FIELD SHOWN HEREON WAS PROVIDED BY FIELD HEREON WAS PROVIDED BY FIELD HEREON WAS PROVIDED BY FIELD WAS PROVIDED BY FIELD WAS PROVIDED BY FIELD PROVIDED BY FIELD PROVIDED BY FIELD BY FIELD BY FIELD FIELD FIELD MEASUREMENTS DONE BY VCEA IN APRIL, 2025. HORIZONTAL DATUM WAS ESTABLISHED BY GPS DONE BY VCEA IN APRIL, 2025. HORIZONTAL DATUM WAS ESTABLISHED BY GPS DONE BY VCEA IN APRIL, 2025. HORIZONTAL DATUM WAS ESTABLISHED BY GPS DONE BY VCEA IN APRIL, 2025. HORIZONTAL DATUM WAS ESTABLISHED BY GPS BY VCEA IN APRIL, 2025. HORIZONTAL DATUM WAS ESTABLISHED BY GPS BY VCEA IN APRIL, 2025. HORIZONTAL DATUM WAS ESTABLISHED BY GPS VCEA IN APRIL, 2025. HORIZONTAL DATUM WAS ESTABLISHED BY GPS VCEA IN APRIL, 2025. HORIZONTAL DATUM WAS ESTABLISHED BY GPS IN APRIL, 2025. HORIZONTAL DATUM WAS ESTABLISHED BY GPS IN APRIL, 2025. HORIZONTAL DATUM WAS ESTABLISHED BY GPS APRIL, 2025. HORIZONTAL DATUM WAS ESTABLISHED BY GPS APRIL, 2025. HORIZONTAL DATUM WAS ESTABLISHED BY GPS 2025. HORIZONTAL DATUM WAS ESTABLISHED BY GPS 2025. HORIZONTAL DATUM WAS ESTABLISHED BY GPS HORIZONTAL DATUM WAS ESTABLISHED BY GPS HORIZONTAL DATUM WAS ESTABLISHED BY GPS HORIZONTAL DATUM WAS ESTABLISHED BY GPS DATUM WAS ESTABLISHED BY GPS DATUM WAS ESTABLISHED BY GPS WAS ESTABLISHED BY GPS WAS ESTABLISHED BY GPS ESTABLISHED BY GPS ESTABLISHED BY GPS BY GPS BY GPS GPS GPS SURVEY. HORIZONTAL DATUM IS BASED ON STATE PLANE COORDINATE SYSTEM, SPC-83, PA HORIZONTAL DATUM IS BASED ON STATE PLANE COORDINATE SYSTEM, SPC-83, PA HORIZONTAL DATUM IS BASED ON STATE PLANE COORDINATE SYSTEM, SPC-83, PA DATUM IS BASED ON STATE PLANE COORDINATE SYSTEM, SPC-83, PA DATUM IS BASED ON STATE PLANE COORDINATE SYSTEM, SPC-83, PA IS BASED ON STATE PLANE COORDINATE SYSTEM, SPC-83, PA IS BASED ON STATE PLANE COORDINATE SYSTEM, SPC-83, PA BASED ON STATE PLANE COORDINATE SYSTEM, SPC-83, PA BASED ON STATE PLANE COORDINATE SYSTEM, SPC-83, PA ON STATE PLANE COORDINATE SYSTEM, SPC-83, PA ON STATE PLANE COORDINATE SYSTEM, SPC-83, PA STATE PLANE COORDINATE SYSTEM, SPC-83, PA STATE PLANE COORDINATE SYSTEM, SPC-83, PA PLANE COORDINATE SYSTEM, SPC-83, PA PLANE COORDINATE SYSTEM, SPC-83, PA COORDINATE SYSTEM, SPC-83, PA COORDINATE SYSTEM, SPC-83, PA SYSTEM, SPC-83, PA SYSTEM, SPC-83, PA SPC-83, PA SPC-83, PA PA PA SOUTH ZONE. BENCHMARK: MAG NAIL SET ON WEST SIDE OF SOUTH MAIN STREET, 1.4' EAST OF THE CURB : MAG NAIL SET ON WEST SIDE OF SOUTH MAIN STREET, 1.4' EAST OF THE CURB MAG NAIL SET ON WEST SIDE OF SOUTH MAIN STREET, 1.4' EAST OF THE CURB MAG NAIL SET ON WEST SIDE OF SOUTH MAIN STREET, 1.4' EAST OF THE CURB NAIL SET ON WEST SIDE OF SOUTH MAIN STREET, 1.4' EAST OF THE CURB NAIL SET ON WEST SIDE OF SOUTH MAIN STREET, 1.4' EAST OF THE CURB SET ON WEST SIDE OF SOUTH MAIN STREET, 1.4' EAST OF THE CURB SET ON WEST SIDE OF SOUTH MAIN STREET, 1.4' EAST OF THE CURB ON WEST SIDE OF SOUTH MAIN STREET, 1.4' EAST OF THE CURB ON WEST SIDE OF SOUTH MAIN STREET, 1.4' EAST OF THE CURB WEST SIDE OF SOUTH MAIN STREET, 1.4' EAST OF THE CURB WEST SIDE OF SOUTH MAIN STREET, 1.4' EAST OF THE CURB SIDE OF SOUTH MAIN STREET, 1.4' EAST OF THE CURB SIDE OF SOUTH MAIN STREET, 1.4' EAST OF THE CURB OF SOUTH MAIN STREET, 1.4' EAST OF THE CURB OF SOUTH MAIN STREET, 1.4' EAST OF THE CURB SOUTH MAIN STREET, 1.4' EAST OF THE CURB SOUTH MAIN STREET, 1.4' EAST OF THE CURB MAIN STREET, 1.4' EAST OF THE CURB MAIN STREET, 1.4' EAST OF THE CURB STREET, 1.4' EAST OF THE CURB STREET, 1.4' EAST OF THE CURB 1.4' EAST OF THE CURB 1.4' EAST OF THE CURB EAST OF THE CURB EAST OF THE CURB OF THE CURB OF THE CURB THE CURB THE CURB CURB CURB LINE OF SOUTH MAIN STREET. NAIL IS LOCATED 29.8 FT EAST OF A NO PARKING SIGN ELEVATION = 771.64. 3. THIS SURVEY DOES NOT CERTIFY AS TO THE PRESENCE OR ABSENCE OF ANY UNDERGROUND THIS SURVEY DOES NOT CERTIFY AS TO THE PRESENCE OR ABSENCE OF ANY UNDERGROUND SURVEY DOES NOT CERTIFY AS TO THE PRESENCE OR ABSENCE OF ANY UNDERGROUND SURVEY DOES NOT CERTIFY AS TO THE PRESENCE OR ABSENCE OF ANY UNDERGROUND DOES NOT CERTIFY AS TO THE PRESENCE OR ABSENCE OF ANY UNDERGROUND DOES NOT CERTIFY AS TO THE PRESENCE OR ABSENCE OF ANY UNDERGROUND NOT CERTIFY AS TO THE PRESENCE OR ABSENCE OF ANY UNDERGROUND NOT CERTIFY AS TO THE PRESENCE OR ABSENCE OF ANY UNDERGROUND CERTIFY AS TO THE PRESENCE OR ABSENCE OF ANY UNDERGROUND CERTIFY AS TO THE PRESENCE OR ABSENCE OF ANY UNDERGROUND AS TO THE PRESENCE OR ABSENCE OF ANY UNDERGROUND AS TO THE PRESENCE OR ABSENCE OF ANY UNDERGROUND TO THE PRESENCE OR ABSENCE OF ANY UNDERGROUND TO THE PRESENCE OR ABSENCE OF ANY UNDERGROUND THE PRESENCE OR ABSENCE OF ANY UNDERGROUND THE PRESENCE OR ABSENCE OF ANY UNDERGROUND PRESENCE OR ABSENCE OF ANY UNDERGROUND PRESENCE OR ABSENCE OF ANY UNDERGROUND OR ABSENCE OF ANY UNDERGROUND OR ABSENCE OF ANY UNDERGROUND ABSENCE OF ANY UNDERGROUND ABSENCE OF ANY UNDERGROUND OF ANY UNDERGROUND OF ANY UNDERGROUND ANY UNDERGROUND ANY UNDERGROUND UNDERGROUND UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS THAT MAY AFFECT THIS TRACT. 4. A WETLAND STUDY WAS NOT COMPLETED BY VCEA DURING TIME OF SURVEY AND DOES NOT A WETLAND STUDY WAS NOT COMPLETED BY VCEA DURING TIME OF SURVEY AND DOES NOT WETLAND STUDY WAS NOT COMPLETED BY VCEA DURING TIME OF SURVEY AND DOES NOT WETLAND STUDY WAS NOT COMPLETED BY VCEA DURING TIME OF SURVEY AND DOES NOT STUDY WAS NOT COMPLETED BY VCEA DURING TIME OF SURVEY AND DOES NOT STUDY WAS NOT COMPLETED BY VCEA DURING TIME OF SURVEY AND DOES NOT WAS NOT COMPLETED BY VCEA DURING TIME OF SURVEY AND DOES NOT WAS NOT COMPLETED BY VCEA DURING TIME OF SURVEY AND DOES NOT NOT COMPLETED BY VCEA DURING TIME OF SURVEY AND DOES NOT NOT COMPLETED BY VCEA DURING TIME OF SURVEY AND DOES NOT COMPLETED BY VCEA DURING TIME OF SURVEY AND DOES NOT COMPLETED BY VCEA DURING TIME OF SURVEY AND DOES NOT BY VCEA DURING TIME OF SURVEY AND DOES NOT BY VCEA DURING TIME OF SURVEY AND DOES NOT VCEA DURING TIME OF SURVEY AND DOES NOT VCEA DURING TIME OF SURVEY AND DOES NOT DURING TIME OF SURVEY AND DOES NOT DURING TIME OF SURVEY AND DOES NOT TIME OF SURVEY AND DOES NOT TIME OF SURVEY AND DOES NOT OF SURVEY AND DOES NOT OF SURVEY AND DOES NOT SURVEY AND DOES NOT SURVEY AND DOES NOT AND DOES NOT AND DOES NOT DOES NOT DOES NOT NOT NOT CERTIFY TO THE PRESENCE OR ABSENTS TO WETLANDS OR ENVIRONMENTALLY SENSITIVE AREAS TO THE PRESENCE OR ABSENTS TO WETLANDS OR ENVIRONMENTALLY SENSITIVE AREAS TO THE PRESENCE OR ABSENTS TO WETLANDS OR ENVIRONMENTALLY SENSITIVE AREAS THE PRESENCE OR ABSENTS TO WETLANDS OR ENVIRONMENTALLY SENSITIVE AREAS THE PRESENCE OR ABSENTS TO WETLANDS OR ENVIRONMENTALLY SENSITIVE AREAS PRESENCE OR ABSENTS TO WETLANDS OR ENVIRONMENTALLY SENSITIVE AREAS PRESENCE OR ABSENTS TO WETLANDS OR ENVIRONMENTALLY SENSITIVE AREAS OR ABSENTS TO WETLANDS OR ENVIRONMENTALLY SENSITIVE AREAS OR ABSENTS TO WETLANDS OR ENVIRONMENTALLY SENSITIVE AREAS ABSENTS TO WETLANDS OR ENVIRONMENTALLY SENSITIVE AREAS ABSENTS TO WETLANDS OR ENVIRONMENTALLY SENSITIVE AREAS TO WETLANDS OR ENVIRONMENTALLY SENSITIVE AREAS TO WETLANDS OR ENVIRONMENTALLY SENSITIVE AREAS WETLANDS OR ENVIRONMENTALLY SENSITIVE AREAS WETLANDS OR ENVIRONMENTALLY SENSITIVE AREAS OR ENVIRONMENTALLY SENSITIVE AREAS OR ENVIRONMENTALLY SENSITIVE AREAS ENVIRONMENTALLY SENSITIVE AREAS ENVIRONMENTALLY SENSITIVE AREAS SENSITIVE AREAS SENSITIVE AREAS AREAS AREAS ON SITE. 5. PARCEL SHOWN HEREON IS LOCATED IN ZONE X, AREA DETERMINED TO BE OUTSIDE THE 0.2% PARCEL SHOWN HEREON IS LOCATED IN ZONE X, AREA DETERMINED TO BE OUTSIDE THE 0.2% SHOWN HEREON IS LOCATED IN ZONE X, AREA DETERMINED TO BE OUTSIDE THE 0.2% SHOWN HEREON IS LOCATED IN ZONE X, AREA DETERMINED TO BE OUTSIDE THE 0.2% HEREON IS LOCATED IN ZONE X, AREA DETERMINED TO BE OUTSIDE THE 0.2% HEREON IS LOCATED IN ZONE X, AREA DETERMINED TO BE OUTSIDE THE 0.2% IS LOCATED IN ZONE X, AREA DETERMINED TO BE OUTSIDE THE 0.2% IS LOCATED IN ZONE X, AREA DETERMINED TO BE OUTSIDE THE 0.2% LOCATED IN ZONE X, AREA DETERMINED TO BE OUTSIDE THE 0.2% LOCATED IN ZONE X, AREA DETERMINED TO BE OUTSIDE THE 0.2% IN ZONE X, AREA DETERMINED TO BE OUTSIDE THE 0.2% IN ZONE X, AREA DETERMINED TO BE OUTSIDE THE 0.2% ZONE X, AREA DETERMINED TO BE OUTSIDE THE 0.2% ZONE X, AREA DETERMINED TO BE OUTSIDE THE 0.2% X, AREA DETERMINED TO BE OUTSIDE THE 0.2% X, AREA DETERMINED TO BE OUTSIDE THE 0.2% AREA DETERMINED TO BE OUTSIDE THE 0.2% AREA DETERMINED TO BE OUTSIDE THE 0.2% DETERMINED TO BE OUTSIDE THE 0.2% DETERMINED TO BE OUTSIDE THE 0.2% TO BE OUTSIDE THE 0.2% TO BE OUTSIDE THE 0.2% BE OUTSIDE THE 0.2% BE OUTSIDE THE 0.2% OUTSIDE THE 0.2% OUTSIDE THE 0.2% THE 0.2% THE 0.2% 0.2% 0.2% ANNUAL CHANCE FLOODPLAIN PER FIRM FLOOD INSURANCE RATE MAP (FIRM) NORTHAMPTON CHANCE FLOODPLAIN PER FIRM FLOOD INSURANCE RATE MAP (FIRM) NORTHAMPTON CHANCE FLOODPLAIN PER FIRM FLOOD INSURANCE RATE MAP (FIRM) NORTHAMPTON FLOODPLAIN PER FIRM FLOOD INSURANCE RATE MAP (FIRM) NORTHAMPTON FLOODPLAIN PER FIRM FLOOD INSURANCE RATE MAP (FIRM) NORTHAMPTON PER FIRM FLOOD INSURANCE RATE MAP (FIRM) NORTHAMPTON PER FIRM FLOOD INSURANCE RATE MAP (FIRM) NORTHAMPTON FIRM FLOOD INSURANCE RATE MAP (FIRM) NORTHAMPTON FIRM FLOOD INSURANCE RATE MAP (FIRM) NORTHAMPTON FLOOD INSURANCE RATE MAP (FIRM) NORTHAMPTON FLOOD INSURANCE RATE MAP (FIRM) NORTHAMPTON INSURANCE RATE MAP (FIRM) NORTHAMPTON INSURANCE RATE MAP (FIRM) NORTHAMPTON RATE MAP (FIRM) NORTHAMPTON RATE MAP (FIRM) NORTHAMPTON MAP (FIRM) NORTHAMPTON MAP (FIRM) NORTHAMPTON (FIRM) NORTHAMPTON (FIRM) NORTHAMPTON NORTHAMPTON NORTHAMPTON COUNTY, PENNSYLVANIA MAP NO. 42095C0155E, EFFECTIVE DATE OF JULY 16, 2014. 6. UNDERGROUND UTILITY LINES (WATER, GAS, SANITARY SEWER & STORM SEWER) SHOWN HEREON UNDERGROUND UTILITY LINES (WATER, GAS, SANITARY SEWER & STORM SEWER) SHOWN HEREON UTILITY LINES (WATER, GAS, SANITARY SEWER & STORM SEWER) SHOWN HEREON UTILITY LINES (WATER, GAS, SANITARY SEWER & STORM SEWER) SHOWN HEREON LINES (WATER, GAS, SANITARY SEWER & STORM SEWER) SHOWN HEREON LINES (WATER, GAS, SANITARY SEWER & STORM SEWER) SHOWN HEREON (WATER, GAS, SANITARY SEWER & STORM SEWER) SHOWN HEREON (WATER, GAS, SANITARY SEWER & STORM SEWER) SHOWN HEREON GAS, SANITARY SEWER & STORM SEWER) SHOWN HEREON GAS, SANITARY SEWER & STORM SEWER) SHOWN HEREON SANITARY SEWER & STORM SEWER) SHOWN HEREON SANITARY SEWER & STORM SEWER) SHOWN HEREON SEWER & STORM SEWER) SHOWN HEREON SEWER & STORM SEWER) SHOWN HEREON & STORM SEWER) SHOWN HEREON & STORM SEWER) SHOWN HEREON STORM SEWER) SHOWN HEREON STORM SEWER) SHOWN HEREON SEWER) SHOWN HEREON SEWER) SHOWN HEREON SHOWN HEREON SHOWN HEREON HEREON HEREON ARE APPROXIMATE PER PLANS RECEIVED FROM VARIOUS AGENCIES AS LISTED IN PA ONE CALL.
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PENNSYLVANIA
AutoCAD SHX Text 1-800-242-1776
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TOLL FREE
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PA ONE CALL SYSTEM, INC.
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STOP! CALL
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7. NO CERTIFICATION IS MADE BY VCEA AS TO THE POSITION OF ANY UTILITIES OR TO THE NO CERTIFICATION IS MADE BY VCEA AS TO THE POSITION OF ANY UTILITIES OR TO THE CERTIFICATION IS MADE BY VCEA AS TO THE POSITION OF ANY UTILITIES OR TO THE CERTIFICATION IS MADE BY VCEA AS TO THE POSITION OF ANY UTILITIES OR TO THE IS MADE BY VCEA AS TO THE POSITION OF ANY UTILITIES OR TO THE IS MADE BY VCEA AS TO THE POSITION OF ANY UTILITIES OR TO THE MADE BY VCEA AS TO THE POSITION OF ANY UTILITIES OR TO THE MADE BY VCEA AS TO THE POSITION OF ANY UTILITIES OR TO THE BY VCEA AS TO THE POSITION OF ANY UTILITIES OR TO THE BY VCEA AS TO THE POSITION OF ANY UTILITIES OR TO THE VCEA AS TO THE POSITION OF ANY UTILITIES OR TO THE VCEA AS TO THE POSITION OF ANY UTILITIES OR TO THE AS TO THE POSITION OF ANY UTILITIES OR TO THE AS TO THE POSITION OF ANY UTILITIES OR TO THE TO THE POSITION OF ANY UTILITIES OR TO THE TO THE POSITION OF ANY UTILITIES OR TO THE THE POSITION OF ANY UTILITIES OR TO THE THE POSITION OF ANY UTILITIES OR TO THE POSITION OF ANY UTILITIES OR TO THE POSITION OF ANY UTILITIES OR TO THE OF ANY UTILITIES OR TO THE OF ANY UTILITIES OR TO THE ANY UTILITIES OR TO THE ANY UTILITIES OR TO THE UTILITIES OR TO THE UTILITIES OR TO THE OR TO THE OR TO THE TO THE TO THE THE THE COMPLETENESS OF ANY UTILITIES SHOWN. ALL CONTRACTORS WORKING ON THIS SITE SHALL OF ANY UTILITIES SHOWN. ALL CONTRACTORS WORKING ON THIS SITE SHALL OF ANY UTILITIES SHOWN. ALL CONTRACTORS WORKING ON THIS SITE SHALL ANY UTILITIES SHOWN. ALL CONTRACTORS WORKING ON THIS SITE SHALL ANY UTILITIES SHOWN. ALL CONTRACTORS WORKING ON THIS SITE SHALL UTILITIES SHOWN. ALL CONTRACTORS WORKING ON THIS SITE SHALL UTILITIES SHOWN. ALL CONTRACTORS WORKING ON THIS SITE SHALL SHOWN. ALL CONTRACTORS WORKING ON THIS SITE SHALL SHOWN. ALL CONTRACTORS WORKING ON THIS SITE SHALL ALL CONTRACTORS WORKING ON THIS SITE SHALL ALL CONTRACTORS WORKING ON THIS SITE SHALL CONTRACTORS WORKING ON THIS SITE SHALL CONTRACTORS WORKING ON THIS SITE SHALL WORKING ON THIS SITE SHALL WORKING ON THIS SITE SHALL ON THIS SITE SHALL ON THIS SITE SHALL THIS SITE SHALL THIS SITE SHALL SITE SHALL SITE SHALL SHALL SHALL COMPLY WITH THE REQUIREMENTS OF ACT 121 OF 2008 (UNDERGROUND UTILITY LINE PROTECTION WITH THE REQUIREMENTS OF ACT 121 OF 2008 (UNDERGROUND UTILITY LINE PROTECTION WITH THE REQUIREMENTS OF ACT 121 OF 2008 (UNDERGROUND UTILITY LINE PROTECTION THE REQUIREMENTS OF ACT 121 OF 2008 (UNDERGROUND UTILITY LINE PROTECTION THE REQUIREMENTS OF ACT 121 OF 2008 (UNDERGROUND UTILITY LINE PROTECTION REQUIREMENTS OF ACT 121 OF 2008 (UNDERGROUND UTILITY LINE PROTECTION REQUIREMENTS OF ACT 121 OF 2008 (UNDERGROUND UTILITY LINE PROTECTION OF ACT 121 OF 2008 (UNDERGROUND UTILITY LINE PROTECTION OF ACT 121 OF 2008 (UNDERGROUND UTILITY LINE PROTECTION ACT 121 OF 2008 (UNDERGROUND UTILITY LINE PROTECTION ACT 121 OF 2008 (UNDERGROUND UTILITY LINE PROTECTION 121 OF 2008 (UNDERGROUND UTILITY LINE PROTECTION 121 OF 2008 (UNDERGROUND UTILITY LINE PROTECTION OF 2008 (UNDERGROUND UTILITY LINE PROTECTION OF 2008 (UNDERGROUND UTILITY LINE PROTECTION 2008 (UNDERGROUND UTILITY LINE PROTECTION 2008 (UNDERGROUND UTILITY LINE PROTECTION (UNDERGROUND UTILITY LINE PROTECTION (UNDERGROUND UTILITY LINE PROTECTION UTILITY LINE PROTECTION UTILITY LINE PROTECTION LINE PROTECTION LINE PROTECTION PROTECTION PROTECTION ACT.) VCEA HAS REGISTERED THIS SITE WITH THE PA ONE-CALL SYSTEM ON APRIL 15, 2025 VCEA HAS REGISTERED THIS SITE WITH THE PA ONE-CALL SYSTEM ON APRIL 15, 2025 VCEA HAS REGISTERED THIS SITE WITH THE PA ONE-CALL SYSTEM ON APRIL 15, 2025 HAS REGISTERED THIS SITE WITH THE PA ONE-CALL SYSTEM ON APRIL 15, 2025 HAS REGISTERED THIS SITE WITH THE PA ONE-CALL SYSTEM ON APRIL 15, 2025 REGISTERED THIS SITE WITH THE PA ONE-CALL SYSTEM ON APRIL 15, 2025 REGISTERED THIS SITE WITH THE PA ONE-CALL SYSTEM ON APRIL 15, 2025 THIS SITE WITH THE PA ONE-CALL SYSTEM ON APRIL 15, 2025 THIS SITE WITH THE PA ONE-CALL SYSTEM ON APRIL 15, 2025 SITE WITH THE PA ONE-CALL SYSTEM ON APRIL 15, 2025 SITE WITH THE PA ONE-CALL SYSTEM ON APRIL 15, 2025 WITH THE PA ONE-CALL SYSTEM ON APRIL 15, 2025 WITH THE PA ONE-CALL SYSTEM ON APRIL 15, 2025 THE PA ONE-CALL SYSTEM ON APRIL 15, 2025 THE PA ONE-CALL SYSTEM ON APRIL 15, 2025 PA ONE-CALL SYSTEM ON APRIL 15, 2025 PA ONE-CALL SYSTEM ON APRIL 15, 2025 ONE-CALL SYSTEM ON APRIL 15, 2025 ONE-CALL SYSTEM ON APRIL 15, 2025 SYSTEM ON APRIL 15, 2025 SYSTEM ON APRIL 15, 2025 ON APRIL 15, 2025 ON APRIL 15, 2025 APRIL 15, 2025 APRIL 15, 2025 15, 2025 15, 2025 2025 2025 (SERIAL NO. 20251050096). THE FOLLOWING IS A LIST OF REGISTERED UTILITY USERS FOR PEN NO. 20251050096). THE FOLLOWING IS A LIST OF REGISTERED UTILITY USERS FOR PEN NO. 20251050096). THE FOLLOWING IS A LIST OF REGISTERED UTILITY USERS FOR PEN 20251050096). THE FOLLOWING IS A LIST OF REGISTERED UTILITY USERS FOR PEN 20251050096). THE FOLLOWING IS A LIST OF REGISTERED UTILITY USERS FOR PEN THE FOLLOWING IS A LIST OF REGISTERED UTILITY USERS FOR PEN THE FOLLOWING IS A LIST OF REGISTERED UTILITY USERS FOR PEN FOLLOWING IS A LIST OF REGISTERED UTILITY USERS FOR PEN FOLLOWING IS A LIST OF REGISTERED UTILITY USERS FOR PEN IS A LIST OF REGISTERED UTILITY USERS FOR PEN IS A LIST OF REGISTERED UTILITY USERS FOR PEN A LIST OF REGISTERED UTILITY USERS FOR PEN A LIST OF REGISTERED UTILITY USERS FOR PEN LIST OF REGISTERED UTILITY USERS FOR PEN LIST OF REGISTERED UTILITY USERS FOR PEN OF REGISTERED UTILITY USERS FOR PEN OF REGISTERED UTILITY USERS FOR PEN REGISTERED UTILITY USERS FOR PEN REGISTERED UTILITY USERS FOR PEN UTILITY USERS FOR PEN UTILITY USERS FOR PEN USERS FOR PEN USERS FOR PEN FOR PEN FOR PEN PEN PEN ARGYL BOROUGH:
AutoCAD SHX Text EVERSTREAM ATTN GUY HASLETT 111 S INDEPENDENCE MALL E SUITE 608 PHILADELPHIA, PA. 19106 CONTACT: EVERSTREAM GIS DEPARTMENT EVERSTREAM GIS DEPARTMENT EMAIL:UTILITYREVIEW@EVERSTREAM.NET PENNSYLVANIA ELECTRIC CO 21 S MAIN STREET AKRON, OH. 44308 CONTACT: MELLYSSA ADAMS MELLYSSA ADAMS EMAIL:MADAMS@FIRSTENERGYCORP.COM PEN ARGYL BOROUGH/PEN ARGYL MUNICIPAL AUTHORITY 249 S MAIN ST PEN ARGYL, PA. 18072 CONTACT: DAVID MONDELLO DAVID MONDELLO EMAIL:SEWER@PENARGYLBOROUGH.COM UNITI FIBER 107 ST FRANCIS ST SUITE 1800 MOBILE, AL. 36602 CONTACT: ANDREW CZIMMER ANDREW CZIMMER EMAIL: GISOPS@UNITI.COM EVERSTREAM SOLUTIONS 214 LEWISVILLE RD LINCOLN UNIVERSITY, PA. 19352 CONTACT: GEORGE CASSIDY GEORGE CASSIDY EMAIL:GCASSIDY@EVERSTREAM.NET PENNSYLVANIA AMERICAN WATER 1 ZIMMERMAN ST CLARKS SUMMIT, PA. 18411 CONTACT: RANDY WILKIN RANDY WILKIN EMAIL:RANDY.WILKIN@AMWATER.COM SERVICE ELECTRIC CABLE TV INC 2260 AVENUE A LVIP 1 BETHLEHEM, PA. 18017 CONTACT: RICH PERICH RICH PERICH EMAIL:RPERICH@SECTV.COM ASTOUND BROADBAND POWERED BY RCN 5508 NORBATH BLVD NORTHAMPTON, PA. 18067 CONTACT: ERIC BEERS ERIC BEERS EMAIL:ERIC.BEERS@ASTOUND.COM PENNSYLVANIA AMERICAN WATER 31 WILLOWDALE AVE PO BOX 207 NAZARETH, PA. 18064 CONTACT: TYLER BARTRON TYLER BARTRON EMAIL:TYLER.BARTRON@AMWATER.COM UGI UTILITIES INC 1 UGI DR DENVER, PA. 17517 CONTACT: JAMES MAY JAMES MAY EMAIL:JMAY@UGI.COM
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PA STATE PLANE NAD83
ONLY THOSE PLANS WHICH CONTAIN A DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE THOSE PLANS WHICH CONTAIN A DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE THOSE PLANS WHICH CONTAIN A DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE PLANS WHICH CONTAIN A DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE PLANS WHICH CONTAIN A DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE WHICH CONTAIN A DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE WHICH CONTAIN A DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE CONTAIN A DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE CONTAIN A DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE A DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE A DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE DIGITAL, IMPRESSED, OR COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE IMPRESSED, OR COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE IMPRESSED, OR COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE OR COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE OR COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE COLORIZED INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE INK SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE SEAL OF THE RESPONSIBLE PROFESSIONAL SHALL BE OF THE RESPONSIBLE PROFESSIONAL SHALL BE OF THE RESPONSIBLE PROFESSIONAL SHALL BE THE RESPONSIBLE PROFESSIONAL SHALL BE THE RESPONSIBLE PROFESSIONAL SHALL BE RESPONSIBLE PROFESSIONAL SHALL BE RESPONSIBLE PROFESSIONAL SHALL BE PROFESSIONAL SHALL BE PROFESSIONAL SHALL BE SHALL BE SHALL BE BE BE CONSIDERED VALID. THIS PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, VALID. THIS PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, VALID. THIS PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, THIS PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, THIS PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, THIS PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, PLAN HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, BEEN SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, SPECIFICALLY PREPARED FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, PREPARED FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, PREPARED FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, FOR THE OWNER DESIGNATED HEREON. ANY MODIFICATION, THE OWNER DESIGNATED HEREON. ANY MODIFICATION, THE OWNER DESIGNATED HEREON. ANY MODIFICATION, OWNER DESIGNATED HEREON. ANY MODIFICATION, OWNER DESIGNATED HEREON. ANY MODIFICATION, DESIGNATED HEREON. ANY MODIFICATION, DESIGNATED HEREON. ANY MODIFICATION, HEREON. ANY MODIFICATION, HEREON. ANY MODIFICATION, ANY MODIFICATION, ANY MODIFICATION, ANY MODIFICATION, MODIFICATION, MODIFICATION, REVISION, DUPLICATION OR USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. DUPLICATION OR USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. DUPLICATION OR USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. OR USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. OR USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. USE WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. WITHOUT THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. THE WRITTEN CONSENT OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. WRITTEN CONSENT OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. WRITTEN CONSENT OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. CONSENT OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. CONSENT OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. OF VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. VAN CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. CLEEF ENGINEERING ASSOCIATES IS PROHIBITED. ENGINEERING ASSOCIATES IS PROHIBITED. ENGINEERING ASSOCIATES IS PROHIBITED. ASSOCIATES IS PROHIBITED. ASSOCIATES IS PROHIBITED. IS PROHIBITED. IS PROHIBITED. PROHIBITED. PROHIBITED. RELIANCE ON THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION ON THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION ON THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION THIS PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION PLAN FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION FOR ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION ANY PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION PURPOSE OTHER THAN THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION OTHER THAN THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION OTHER THAN THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION THAN THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION THAN THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION THAT WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION WHICH IS INTENDED SHALL BE AT THE SOLE DISCRETION IS INTENDED SHALL BE AT THE SOLE DISCRETION IS INTENDED SHALL BE AT THE SOLE DISCRETION INTENDED SHALL BE AT THE SOLE DISCRETION INTENDED SHALL BE AT THE SOLE DISCRETION SHALL BE AT THE SOLE DISCRETION SHALL BE AT THE SOLE DISCRETION BE AT THE SOLE DISCRETION BE AT THE SOLE DISCRETION AT THE SOLE DISCRETION AT THE SOLE DISCRETION THE SOLE DISCRETION THE SOLE DISCRETION SOLE DISCRETION SOLE DISCRETION DISCRETION DISCRETION AND LIABILITY OF THE APPLICABLE PARTY.
PROP. COMMERCIAL GRADE
12' WIDE ALUMINUM FENCE
MAINTENANCE GATE
PROP. DEP. CURB
PROP.
CONCRETE
CURB
PROP.
COMMERCIAL
GRADE
ALUMINUM
FENCE
PROP. BENCH (TYP.)
PROP. TRUCK
ACCESS
PROP. 5' GATE
5'
11.4'
11.4'
30.6'
30.9'
2.1'
5'
1.2'
5' CONCRETE
SIDEWALK
CONNECT TO EX.
ALUMINUM FENCE
R145 .9'
5.7'
27.9'
.4'
R=8.0' L=4.5'
R=34.2' L=18.5'
R=14.0' L=20.7'
R=5.0' L=5.3'
R=135.1' L=20.6'
R=30.0' L=9.7'
R=22.1' L=16.4'
R=13.3' L=16.6'
R=106.7' L=39.7'
R=17.5' L=20.5'
R=105.9' L=13.1'
R=4.0' L=5.8'
R=34.5' L=18.1'
R=39.4' L=8.8'
R=239.9' L=21.1'
R=12.4' L=18.2'
R=17.5' L=20.4'
R=270.5' L=8.6'
R=31.6' L=8.0'
R=145.9' L=4.4'
R=7.4' L=6.2'
FALL ZONE
(TYP.)
R=5.0' L=2.1'
R=10.0' L=4.8'
R=10.0' L=11.9'
R=5.0' L=5.9'
12'
PROP. TRASH
RECEPTACLE
(MATCH EXIST)
S. MAIN ST
MAP LEGEND SURVEY GENERAL NOTES
PLAYGROUND SITE PLAN
1"=10'
1 INCH = 10 FT
GRAPHIC SCALE
0 5 10 20
Know what's below.
Call before you dig.
PLAN NOTATION
SURVEY GENERAL NOTES CONTINUED
SERIAL NO. 20251050096
PLAYGROUND SITE PLAN
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JOB NO.
CHECKED BY:
DRAWN BY:
DESIGNED BY:
SCALE:
DATE:
FOR
BOROUGH OF PEN ARGYL, NORTHAMPTON COUNTY PA
PARCEL ID: E9 1 1
WEONA PARK ADA PLAYGROUND - PHASE 2
8600-25-05
MAB
GSP
MAB
OCTOBER 29, 2025 Bridges/Highways Construction Inspection
Environmental Geotechnical/Dams
Landscape Architecture Local/Regional Planning
Municipal Engineering Site Development
Surveying/Aerial Drones/GIS Water/Wastewater
ENGINEERING WITH FOCUS
DATEDESCRIPTION AUTHREV
VAN CLEEF ENGINEERING ASSOCIATES, LLC
1685 VALLEY CENTER PARKWAY, SUITE 100, BETHLEHEM, PA 18017
WEB: WWW.VANCLEEFENGINEERING.COM
PHONE (610) 332-1772
PLAN NOTATION
MARK A . BAHNICK
PENNSYLVANIA PROFESSIONAL ENGINEER NUMBER PE-037877-E
October 29, 2025
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BENCH
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CURB
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BENCH
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BENCH
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BENCH
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BENCH
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BENCH
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BENCH
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BENCH
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BENCH
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CURB
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PAVED AREA
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PAVED WALK
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PAVED AREA
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PAVED WALK
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RR TIE WALL
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RR TIE WALL
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RR TIE WALL
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RR TIE WALL
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CONC PAD
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UTILITY POLE 69187-56962 W/CONDUIT
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1 STORY BLOCK BUILDING
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BLOCK WALL
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BUILDING OVERHANG
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BUILDING OVERHANG
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BLOCK WALL
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CONC RAMP
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VAULT
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VAULT
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CONC PAD
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NO PARKING SIGN
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NO PARKING SIGN
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HANDICAPPED PARKING SIGN
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BLOCK WALL
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BLOCK WALL
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GRAVEL
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GRAVEL
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PAVED AREA
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PAVED WALK
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PAVED WALK
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PAVED DRIVE
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BRICK EDGING
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BRICK EDGING
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PAVED WALK
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PAVED AREA
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2 - MONITORING WELLS
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EDGE OF PVMT.
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EDGE OF PVMT.
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ELEC PANEL W/WOOD POST
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ELEC PANEL W/WOOD POST
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PAVED WALK
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BRICK AREA
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PAVED WALK
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PAVED WALK
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BRICK EDGING
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EDGE OF PVMT.
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BRICK EDGING
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EDGE OF PVMT.
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ELEC VAULT
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BRICK EDGING
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EDGE OF PVMT.
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BRICK EDGING
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EDGE OF PVMT.
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BRICK EDGING
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LIGHTING VAULT
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VAULT
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RR TIE WALL
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RR TIE WALL
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PORTA JOHN
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SENORS
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LIGHT ON CONC PAD
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CONC WALK
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CONC WALK
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CONC WALK
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CONC WALK
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CONC WALK
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1 STORY BLOCK BUILDING
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BUILDING OVERHANG
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BUILDING OVERHANG
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EDGE OF PVMT.
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BRICK EDGING
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PAVED WALK
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PAVED WALK
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CONC WALK
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CONC WALK
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PAVED AREA
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BRICK EDGING
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BRICK EDGING
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UTILITY POLE 69198-56979 W/LIGHT
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BRICK EDGING
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EDGE OF PVMT.
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LIGHT & ELEC BOX
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PAVED AREA
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PAVED AREA
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PAVED PARKING
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BRICK AREA
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HANDICAPPED PARKING SIGN
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PAVED CURB
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CONC WALK
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METAL FENCE
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ELEC BOX
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METAL FENCE
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COVERED PAVILION ON CONC
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BRICK EDGING
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EDGE OF PVMT.
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CURB
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CURB
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RIGHT OF WAY
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RIGHT OF WAY
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BM-MAG NAIL IN PAVEMENT ELEV.=771.64
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CROSSWALK
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CROSSWALK
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CONC PAD
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CONC PAD
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DIRT/ GRAVEL
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BOL
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BOL
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BOL
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BOL
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BOL
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BOL
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NO PARKING SIGN
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BOL
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CONC STEPS
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1 STORY BLOCK BUILDING
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ELEC METER
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ELEC METER
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BUILDING OVERHANG
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CONTOUR LINE
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TREE LINE
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CONCRETE CURBING
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STORM SEWER PIPE
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ROADWAY CENTERLINE
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PROPERTY LINE
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RIGHT-OF-WAY LINE
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ADJACENT PROPERTY LINE
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CHAIN LINK FENCE LINE
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AutoCAD SHX Text 377.4
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SPOT ELEVATION
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DECIDUOUS/EVERGREEN TREE
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STREET/TRAFFIC SIGN
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WATER VALVE
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FIRE HYDRANT
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DRAINAGE MANHOLE
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WATER LINE
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SANITARY SEWER
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DRAINAGE INLET (C-TOP/M-TOP)
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WATER SHUTOFF
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EASEMENT LINE
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BUILDING SETBACK LINE
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CONCRETE SIDEWALK
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GAS LINE
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OVERHEAD ELECTRIC
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UNDERGROUND ELECTRIC
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SANITARY MANHOLE
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GAS VALVE
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TELEPHONE MANHOLE
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STREET LIGHT POLE
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AutoCAD SHX Text Y
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