1-03-(2025-10-14) Abington - Field Renovation.pdf

PDF 24 MB Posted Oct 15, 2025

Attached to: Meetinghouse-Westbury Rd Sidewalk & ADA Ramps
Solicitation number: Not on record
Issued by: Montgomery County, Pennsylvania

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630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406

Phone: 610-572-7093

433 Lancaster Avenue, Suite 200 Malvern, PA 19355

Phone: 610-489-5100

Carroll Engineering Corporation www.carrollengineering.com

949 Easton Road Warrington, PA 18976 Phone: 215-343-5700

Fax: 215-343-0875

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

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SITUATED IN:

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PREPARED FOR:

AutoCAD SHX Text COPYRIGHT - CARROLL ENGINEERING CORPORATION - ALL RIGHTS RESERVED - THESE DOCUMENTS WERE PREPARED BY, AND ARE OWNED BY, CARROLL ENGINEERING CORPORATION; AND AS SUCH, REPRESENT INSTRUMENTS OF PROFESSIONAL SERVICE WITH RESPECT TO THE PROJECT FOR WHICH THEY WERE SPECIFICALLY DESIGNED AND TO THE LISTED CLIENT AND/OR APPLICANT. THE DOCUMENTS AND INFORMATION ARE NOT INTENDED OR REPRESENTED TO BE SUITABLE FOR REUSE BY THE LISTED CLIENT/APPLICANT, OR BY OTHERS, ON EXTENSIONS OR MODIFICATION OF THE PROJECT OR ANY OTHER PROJECT. THE REPRODUCTION OF A COPY OF THESE PLANS, OR REUSE OF THESE DOCUMENTS, AND/OR THE COPYING OF ANY PORTION OF INFORMATION SHOWN ON THESE PLANS IS NOT PERMITTED AND IN NO CIRCUMSTANCE WILL BE APPROVED WITHOUT AN ASSIGNMENT OF COPYRIGHT PRIVILEGES. VIOLATION OF THIS RESTRICTION SHALL BE CONSIDERED A VIOLATION OF THE PROFESSIONAL CODE OF ETHICS AND A THEFT OF CORPORATE ASSETS, BOTH OF WHICH SHALL BE PROSECUTED TO THE FULLEST EXTENT OF CURRENT STATUTES. IN THE EVENT OF ANY UNAUTHORIZED USE, THE PERSON INITIATING THE USE SHALL ACCEPT ALL RESPONSIBILITY, BOTH FOR COPYRIGHT VIOLATION AND PROFESSIONAL LIABILITY, FOR ANY CLAIMS, DAMAGES, LOSSES, AND EXPENSES ARISING FROM THE UNAUTHORIZED REPRODUCTION, MISUSE, OR MISAPPROPRIATION OF THESE DOCUMENTS OR INFORMATION SHOWN ON SAID DOCUMENTS.

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PREPARED BY:

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ABINGTON, PENNSYLVANIA 18976

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1176 OLD YORK ROAD

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ABINGTON TOWNSHIP

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MONTGOMERY COUNTY, PENNSYLVANIA

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ABINGTON TOWNSHIP

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AMERICAN RESCUE PLAN ACT (ARPA) PARK IMPROVEMENTS

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ABINGTON TOWNSHIP

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INDEX OF DRAWINGS

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SHEET NO.

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DWG NO.

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INDEX IDENTIFIER

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SHEET TITLE

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COVER SHEET

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INDEX PLAN

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ALVERTHORPE PARK

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EXISTING FEATURES & DEMOLITION PLAN

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FIELD #1 PROPOSED IMPROVEMENTS

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FIELD #2 PROPOSED IMPROVEMENTS

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ARDSLEY PARK

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FIELD #1 PROPOSED IMPROVEMENTS

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PROPOSED SOCCER FIELD TURF IMPROVEMENTS

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ARDSLEY COMMUNITY PARK

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CONWAY FIELD

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CRESTMONT PARK

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PROPOSED FIELD IMPROVEMENTS

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DOUGHERTY/NORTH HILL PARK

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ETHEL JORDAN PARK

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PROPOSED FIELD IMPROVEMENTS

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HALLOWELL PARK

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FIELD #2 & 3 RELOCATION (ALTERNATE #5 & #6)

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PENNBRYN PARK

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PROPOSED SOCCER FIELD TURF IMPROVEMENTS

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ROYCHESTER PARK

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PROPOSED COMMUNITY HOUSE FIELD RELOCATION

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PROPOSED BARRET FIELD RELOCATION

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CONSTRUCTION DETAILS -1

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CONSTRUCTION DETAILS -2

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CONSTRUCTION DETAILS -4

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CJ-501

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EROSION AND SEDIMENT CONTROL DETAILS

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EROSION AND SEDIMENT CONTROL NOTES

Carroll Engineering Corporation

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

433 Lancaster Avenue, Suite 200 Malvern, PA 19355 Phone: 610-489-5100

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CHELTENHAM TOWNSHIP

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SPRINGFIELD TOWNSHIP

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UPPER MORELAND TOWNSHIP

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LOWER MORELAND TOWNSHIP

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MORRIS

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UPPER DUBLIN TOWNSHIP

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ETHEL JORDAN PARK

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NORTH HILL/DOUGHERTY PARK

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INITIALS

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DESCRIPTION

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DATE

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NO.

AutoCAD SHX Text ABINGTON TOWNSHIP AMERICAN RESCUE PLAN ACT (ARPA) PARK IMPROVEMENTS SITUATED IN ABINGTON TOWNSHIP, MONTGOMERY COUNTY, PENNSYLVANIA PREPARED FOR ABINGTON TOWNSHIP 1176 OLD YORK ROAD ABINGTON, PENNSYLVANIA 18976

AutoCAD SHX Text 25-1034.00

AutoCAD SHX Text 9-22-25

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CAP

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TSB

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VJC

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CADD FILE

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DSG BY

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DWN BY

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CKD BY

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DATE

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JOB NO

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SCALE

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SHEET

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DRAWING NUMBER

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SHEETS

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INDEX PLAN

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( IN FEET )

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GRAPHIC SCALE

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PENNSYLVANIA ONE CALL SYSTEM, INC.

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DAYS IN DESIGN STAGE-STOP CALL

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CONSTRUCTION PHASE AND 10 WORKING

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3 WORKING DAYS NOTICE FOR

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PENNSYLVANIA LAW REQUIRES

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CALL BEFORE YOU DIG!

AutoCAD SHX Text 1-800-242-1776

AutoCAD SHX Text SERIAL NOs.: 20252743978 20252743978 20252743977

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ACT 287 - LIST OF UNDERGROUND USERS

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DESIGN ONE CALL SERIAL NUMBER: 20252743977, 20252743978

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USER'S NAME:

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ADDRESS:

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CONTACT INFORMATION:

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ABINGTON TOWNSHIP

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1176 OLD YORK ROAD

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(267) 536-1017

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ABINGTON, PA 19001

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TCLARK@ABINGTONPA.GOV

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ATTN: TIM CLARK

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AQUA PENNSYLVANIA INC

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762 LANCASTER AVENUE

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(610) 525-1400 X 52105

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BRYN MAWR, PA 19010

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TBWADDY@AQUAAMERIA.COM

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ATTN: THOMAS WADDY

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COMCAST CABLE COMMUNICATIONS INC

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1004 CORNERSTONE BOULEVARD

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(267) 271-9781

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DOWNINGTOWN, PA 19335

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JOHNCEDRICK_SALVATIERRA@CAOMCAST.COM

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ATTN: JOHN CEDRICK SALVATIERRA

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PECO ENERGY C/O USIC

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450 SOUTH HENDERSON ROAD SUITE B

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(800) 841-4141

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KING OF PRUSSIA, PA 19406

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NIKKIASIMPKINS@USICLLC.COM

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ATTN: NIKKIA SIMPKINS

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SOUTHEASTERN PA TRANSPORTATION AUTHORITY

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1234 MARKET STREET 12TH FLOOR

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(215) 580-8010

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PHILADELPHIA, PA 19107

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CKIM@SEPTA.ORG

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ATTN: CLIFF KIM

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VERIZON BUSINESS FORMERLY MCI

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7000 WESTON PARKWAY

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(919) 414-2782

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CARY, NC 27513

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VICTOR.S.WOOD@VERIZON.COM

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ATTN: VICTOR WOOD

AutoCAD SHX Text CALL BEFORE YOU DIG "CALL BEFORE YOU DIG" PA ONE CALL AT 1-800-242-1776 IN ACCORDANCE WITH ACT 187 CARROLL BEFORE YOU DIG" PA ONE CALL AT 1-800-242-1776 IN ACCORDANCE WITH ACT 187 CARROLL BEFORE YOU DIG" PA ONE CALL AT 1-800-242-1776 IN ACCORDANCE WITH ACT 187 CARROLL YOU DIG" PA ONE CALL AT 1-800-242-1776 IN ACCORDANCE WITH ACT 187 CARROLL YOU DIG" PA ONE CALL AT 1-800-242-1776 IN ACCORDANCE WITH ACT 187 CARROLL DIG" PA ONE CALL AT 1-800-242-1776 IN ACCORDANCE WITH ACT 187 CARROLL DIG" PA ONE CALL AT 1-800-242-1776 IN ACCORDANCE WITH ACT 187 CARROLL PA ONE CALL AT 1-800-242-1776 IN ACCORDANCE WITH ACT 187 CARROLL PA ONE CALL AT 1-800-242-1776 IN ACCORDANCE WITH ACT 187 CARROLL ONE CALL AT 1-800-242-1776 IN ACCORDANCE WITH ACT 187 CARROLL ONE CALL AT 1-800-242-1776 IN ACCORDANCE WITH ACT 187 CARROLL CALL AT 1-800-242-1776 IN ACCORDANCE WITH ACT 187 CARROLL CALL AT 1-800-242-1776 IN ACCORDANCE WITH ACT 187 CARROLL AT 1-800-242-1776 IN ACCORDANCE WITH ACT 187 CARROLL AT 1-800-242-1776 IN ACCORDANCE WITH ACT 187 CARROLL 1-800-242-1776 IN ACCORDANCE WITH ACT 187 CARROLL 1-800-242-1776 IN ACCORDANCE WITH ACT 187 CARROLL IN ACCORDANCE WITH ACT 187 CARROLL IN ACCORDANCE WITH ACT 187 CARROLL ACCORDANCE WITH ACT 187 CARROLL ACCORDANCE WITH ACT 187 CARROLL WITH ACT 187 CARROLL WITH ACT 187 CARROLL ACT 187 CARROLL ACT 187 CARROLL 187 CARROLL 187 CARROLL CARROLL CARROLL ENGINEERING CORPORATION HAS CONTACTED THE PENNSYLVANIA "ONE CALL" SYSTEM. THE SITE SERIAL CORPORATION HAS CONTACTED THE PENNSYLVANIA "ONE CALL" SYSTEM. THE SITE SERIAL CORPORATION HAS CONTACTED THE PENNSYLVANIA "ONE CALL" SYSTEM. THE SITE SERIAL HAS CONTACTED THE PENNSYLVANIA "ONE CALL" SYSTEM. THE SITE SERIAL HAS CONTACTED THE PENNSYLVANIA "ONE CALL" SYSTEM. THE SITE SERIAL CONTACTED THE PENNSYLVANIA "ONE CALL" SYSTEM. THE SITE SERIAL CONTACTED THE PENNSYLVANIA "ONE CALL" SYSTEM. THE SITE SERIAL THE PENNSYLVANIA "ONE CALL" SYSTEM. THE SITE SERIAL THE PENNSYLVANIA "ONE CALL" SYSTEM. THE SITE SERIAL PENNSYLVANIA "ONE CALL" SYSTEM. THE SITE SERIAL PENNSYLVANIA "ONE CALL" SYSTEM. THE SITE SERIAL "ONE CALL" SYSTEM. THE SITE SERIAL "ONE CALL" SYSTEM. THE SITE SERIAL CALL" SYSTEM. THE SITE SERIAL CALL" SYSTEM. THE SITE SERIAL SYSTEM. THE SITE SERIAL SYSTEM. THE SITE SERIAL THE SITE SERIAL THE SITE SERIAL THE SITE SERIAL SITE SERIAL SITE SERIAL SERIAL SERIAL NUMBERS ARE LISTED NEXT TO THE ONE CALL LOGO THE UTILITIES LISTED ON THIS SHEET HAVE ARE LISTED NEXT TO THE ONE CALL LOGO THE UTILITIES LISTED ON THIS SHEET HAVE ARE LISTED NEXT TO THE ONE CALL LOGO THE UTILITIES LISTED ON THIS SHEET HAVE LISTED NEXT TO THE ONE CALL LOGO THE UTILITIES LISTED ON THIS SHEET HAVE LISTED NEXT TO THE ONE CALL LOGO THE UTILITIES LISTED ON THIS SHEET HAVE NEXT TO THE ONE CALL LOGO THE UTILITIES LISTED ON THIS SHEET HAVE NEXT TO THE ONE CALL LOGO THE UTILITIES LISTED ON THIS SHEET HAVE TO THE ONE CALL LOGO THE UTILITIES LISTED ON THIS SHEET HAVE TO THE ONE CALL LOGO THE UTILITIES LISTED ON THIS SHEET HAVE THE ONE CALL LOGO THE UTILITIES LISTED ON THIS SHEET HAVE THE ONE CALL LOGO THE UTILITIES LISTED ON THIS SHEET HAVE ONE CALL LOGO THE UTILITIES LISTED ON THIS SHEET HAVE ONE CALL LOGO THE UTILITIES LISTED ON THIS SHEET HAVE CALL LOGO THE UTILITIES LISTED ON THIS SHEET HAVE CALL LOGO THE UTILITIES LISTED ON THIS SHEET HAVE LOGO THE UTILITIES LISTED ON THIS SHEET HAVE LOGO THE UTILITIES LISTED ON THIS SHEET HAVE THE UTILITIES LISTED ON THIS SHEET HAVE THE UTILITIES LISTED ON THIS SHEET HAVE UTILITIES LISTED ON THIS SHEET HAVE UTILITIES LISTED ON THIS SHEET HAVE LISTED ON THIS SHEET HAVE LISTED ON THIS SHEET HAVE ON THIS SHEET HAVE ON THIS SHEET HAVE THIS SHEET HAVE THIS SHEET HAVE SHEET HAVE SHEET HAVE HAVE HAVE UNDERGROUND FACILITIES LOCATED AT THIS SITE. IT SHALL BE THE DUTY OF EACH CONTRACTOR WHO FACILITIES LOCATED AT THIS SITE. IT SHALL BE THE DUTY OF EACH CONTRACTOR WHO FACILITIES LOCATED AT THIS SITE. IT SHALL BE THE DUTY OF EACH CONTRACTOR WHO LOCATED AT THIS SITE. IT SHALL BE THE DUTY OF EACH CONTRACTOR WHO LOCATED AT THIS SITE. IT SHALL BE THE DUTY OF EACH CONTRACTOR WHO AT THIS SITE. IT SHALL BE THE DUTY OF EACH CONTRACTOR WHO AT THIS SITE. IT SHALL BE THE DUTY OF EACH CONTRACTOR WHO THIS SITE. IT SHALL BE THE DUTY OF EACH CONTRACTOR WHO THIS SITE. IT SHALL BE THE DUTY OF EACH CONTRACTOR WHO SITE. IT SHALL BE THE DUTY OF EACH CONTRACTOR WHO SITE. IT SHALL BE THE DUTY OF EACH CONTRACTOR WHO IT SHALL BE THE DUTY OF EACH CONTRACTOR WHO IT SHALL BE THE DUTY OF EACH CONTRACTOR WHO IT SHALL BE THE DUTY OF EACH CONTRACTOR WHO SHALL BE THE DUTY OF EACH CONTRACTOR WHO SHALL BE THE DUTY OF EACH CONTRACTOR WHO BE THE DUTY OF EACH CONTRACTOR WHO BE THE DUTY OF EACH CONTRACTOR WHO THE DUTY OF EACH CONTRACTOR WHO THE DUTY OF EACH CONTRACTOR WHO DUTY OF EACH CONTRACTOR WHO DUTY OF EACH CONTRACTOR WHO OF EACH CONTRACTOR WHO OF EACH CONTRACTOR WHO EACH CONTRACTOR WHO EACH CONTRACTOR WHO CONTRACTOR WHO CONTRACTOR WHO WHO WHO INTENDS TO PERFORM EXCAVATION OR DEMOLITION WORK AT A SITE WITHIN THIS COMMONWEALTH: 1. TO ASCERTAIN THE LOCATIONS AND TYPE OF USERS LINES BY INSPECTION OR DRAWINGS. TO ASCERTAIN THE LOCATIONS AND TYPE OF USERS LINES BY INSPECTION OR DRAWINGS. 2. TO SECURE ALL NECESSARY MUNICIPAL PERMITS RELATED TO ROAD OCCUPANCY PRIOR TO COMMENCING TO SECURE ALL NECESSARY MUNICIPAL PERMITS RELATED TO ROAD OCCUPANCY PRIOR TO COMMENCING SECURE ALL NECESSARY MUNICIPAL PERMITS RELATED TO ROAD OCCUPANCY PRIOR TO COMMENCING SECURE ALL NECESSARY MUNICIPAL PERMITS RELATED TO ROAD OCCUPANCY PRIOR TO COMMENCING ALL NECESSARY MUNICIPAL PERMITS RELATED TO ROAD OCCUPANCY PRIOR TO COMMENCING ALL NECESSARY MUNICIPAL PERMITS RELATED TO ROAD OCCUPANCY PRIOR TO COMMENCING NECESSARY MUNICIPAL PERMITS RELATED TO ROAD OCCUPANCY PRIOR TO COMMENCING NECESSARY MUNICIPAL PERMITS RELATED TO ROAD OCCUPANCY PRIOR TO COMMENCING MUNICIPAL PERMITS RELATED TO ROAD OCCUPANCY PRIOR TO COMMENCING MUNICIPAL PERMITS RELATED TO ROAD OCCUPANCY PRIOR TO COMMENCING PERMITS RELATED TO ROAD OCCUPANCY PRIOR TO COMMENCING PERMITS RELATED TO ROAD OCCUPANCY PRIOR TO COMMENCING RELATED TO ROAD OCCUPANCY PRIOR TO COMMENCING RELATED TO ROAD OCCUPANCY PRIOR TO COMMENCING TO ROAD OCCUPANCY PRIOR TO COMMENCING TO ROAD OCCUPANCY PRIOR TO COMMENCING ROAD OCCUPANCY PRIOR TO COMMENCING ROAD OCCUPANCY PRIOR TO COMMENCING OCCUPANCY PRIOR TO COMMENCING OCCUPANCY PRIOR TO COMMENCING PRIOR TO COMMENCING PRIOR TO COMMENCING TO COMMENCING TO COMMENCING COMMENCING COMMENCING EXCAVATION. 3. TO NOTIFY EACH USER OF CONTRACTOR'S INTENT TO PERFORM SUCH WORK AT SITE NOT LESS THAN 3 TO NOTIFY EACH USER OF CONTRACTOR'S INTENT TO PERFORM SUCH WORK AT SITE NOT LESS THAN 3 NOTIFY EACH USER OF CONTRACTOR'S INTENT TO PERFORM SUCH WORK AT SITE NOT LESS THAN 3 NOTIFY EACH USER OF CONTRACTOR'S INTENT TO PERFORM SUCH WORK AT SITE NOT LESS THAN 3 EACH USER OF CONTRACTOR'S INTENT TO PERFORM SUCH WORK AT SITE NOT LESS THAN 3 EACH USER OF CONTRACTOR'S INTENT TO PERFORM SUCH WORK AT SITE NOT LESS THAN 3 USER OF CONTRACTOR'S INTENT TO PERFORM SUCH WORK AT SITE NOT LESS THAN 3 USER OF CONTRACTOR'S INTENT TO PERFORM SUCH WORK AT SITE NOT LESS THAN 3 OF CONTRACTOR'S INTENT TO PERFORM SUCH WORK AT SITE NOT LESS THAN 3 OF CONTRACTOR'S INTENT TO PERFORM SUCH WORK AT SITE NOT LESS THAN 3 CONTRACTOR'S INTENT TO PERFORM SUCH WORK AT SITE NOT LESS THAN 3 CONTRACTOR'S INTENT TO PERFORM SUCH WORK AT SITE NOT LESS THAN 3 INTENT TO PERFORM SUCH WORK AT SITE NOT LESS THAN 3 INTENT TO PERFORM SUCH WORK AT SITE NOT LESS THAN 3 TO PERFORM SUCH WORK AT SITE NOT LESS THAN 3 TO PERFORM SUCH WORK AT SITE NOT LESS THAN 3 PERFORM SUCH WORK AT SITE NOT LESS THAN 3 PERFORM SUCH WORK AT SITE NOT LESS THAN 3 SUCH WORK AT SITE NOT LESS THAN 3 SUCH WORK AT SITE NOT LESS THAN 3 WORK AT SITE NOT LESS THAN 3 WORK AT SITE NOT LESS THAN 3 AT SITE NOT LESS THAN 3 AT SITE NOT LESS THAN 3 SITE NOT LESS THAN 3 SITE NOT LESS THAN 3 NOT LESS THAN 3 NOT LESS THAN 3 LESS THAN 3 LESS THAN 3 THAN 3 THAN 3 3 3 OR MORE THAN 10 WORKING DAYS PRIOR TO THE BEGINNING OF WORK FOR THE PURPOSE OF: I. REQUEST THE UTILITY TO FIELD LOCATE ITS LINES. REQUEST THE UTILITY TO FIELD LOCATE ITS LINES. II. INITIATE COOPERATION WHICH WILL AVOID DAMAGE. INITIATE COOPERATION WHICH WILL AVOID DAMAGE. III. REQUEST PROCEDURES WHICH WILL AVOID DAMAGE. REQUEST PROCEDURES WHICH WILL AVOID DAMAGE. A CONTRACTOR SHALL BE DEEMED TO HAVE GIVEN NOTICE IF THE CONTRACTOR CALLS "ONE-CALL", CONTRACTOR SHALL BE DEEMED TO HAVE GIVEN NOTICE IF THE CONTRACTOR CALLS "ONE-CALL", CONTRACTOR SHALL BE DEEMED TO HAVE GIVEN NOTICE IF THE CONTRACTOR CALLS "ONE-CALL", SHALL BE DEEMED TO HAVE GIVEN NOTICE IF THE CONTRACTOR CALLS "ONE-CALL", SHALL BE DEEMED TO HAVE GIVEN NOTICE IF THE CONTRACTOR CALLS "ONE-CALL", BE DEEMED TO HAVE GIVEN NOTICE IF THE CONTRACTOR CALLS "ONE-CALL", BE DEEMED TO HAVE GIVEN NOTICE IF THE CONTRACTOR CALLS "ONE-CALL", DEEMED TO HAVE GIVEN NOTICE IF THE CONTRACTOR CALLS "ONE-CALL", DEEMED TO HAVE GIVEN NOTICE IF THE CONTRACTOR CALLS "ONE-CALL", TO HAVE GIVEN NOTICE IF THE CONTRACTOR CALLS "ONE-CALL", TO HAVE GIVEN NOTICE IF THE CONTRACTOR CALLS "ONE-CALL", HAVE GIVEN NOTICE IF THE CONTRACTOR CALLS "ONE-CALL", HAVE GIVEN NOTICE IF THE CONTRACTOR CALLS "ONE-CALL", GIVEN NOTICE IF THE CONTRACTOR CALLS "ONE-CALL", GIVEN NOTICE IF THE CONTRACTOR CALLS "ONE-CALL", NOTICE IF THE CONTRACTOR CALLS "ONE-CALL", NOTICE IF THE CONTRACTOR CALLS "ONE-CALL", IF THE CONTRACTOR CALLS "ONE-CALL", IF THE CONTRACTOR CALLS "ONE-CALL", THE CONTRACTOR CALLS "ONE-CALL", THE CONTRACTOR CALLS "ONE-CALL", CONTRACTOR CALLS "ONE-CALL", CONTRACTOR CALLS "ONE-CALL", CALLS "ONE-CALL", CALLS "ONE-CALL", "ONE-CALL", "ONE-CALL", SYSTEM AT 1-800-242-1776 CONCERNING THIS SITE. 4. TO INFORM EACH OPERATOR EMPLOYED BY THE CONTRACTOR AT THE SITE OF SUCH WORK OF THE TO INFORM EACH OPERATOR EMPLOYED BY THE CONTRACTOR AT THE SITE OF SUCH WORK OF THE INFORM EACH OPERATOR EMPLOYED BY THE CONTRACTOR AT THE SITE OF SUCH WORK OF THE INFORM EACH OPERATOR EMPLOYED BY THE CONTRACTOR AT THE SITE OF SUCH WORK OF THE EACH OPERATOR EMPLOYED BY THE CONTRACTOR AT THE SITE OF SUCH WORK OF THE EACH OPERATOR EMPLOYED BY THE CONTRACTOR AT THE SITE OF SUCH WORK OF THE OPERATOR EMPLOYED BY THE CONTRACTOR AT THE SITE OF SUCH WORK OF THE OPERATOR EMPLOYED BY THE CONTRACTOR AT THE SITE OF SUCH WORK OF THE EMPLOYED BY THE CONTRACTOR AT THE SITE OF SUCH WORK OF THE EMPLOYED BY THE CONTRACTOR AT THE SITE OF SUCH WORK OF THE BY THE CONTRACTOR AT THE SITE OF SUCH WORK OF THE BY THE CONTRACTOR AT THE SITE OF SUCH WORK OF THE THE CONTRACTOR AT THE SITE OF SUCH WORK OF THE THE CONTRACTOR AT THE SITE OF SUCH WORK OF THE CONTRACTOR AT THE SITE OF SUCH WORK OF THE CONTRACTOR AT THE SITE OF SUCH WORK OF THE AT THE SITE OF SUCH WORK OF THE AT THE SITE OF SUCH WORK OF THE THE SITE OF SUCH WORK OF THE THE SITE OF SUCH WORK OF THE SITE OF SUCH WORK OF THE SITE OF SUCH WORK OF THE OF SUCH WORK OF THE OF SUCH WORK OF THE SUCH WORK OF THE SUCH WORK OF THE WORK OF THE WORK OF THE OF THE OF THE THE THE INFORMATION OBTAINED. 5. TO REPORT IMMEDIATELY TO THE OCCUPANTS OF THE PREMISES AS TO ANY EMERGENCY THAT THE TO REPORT IMMEDIATELY TO THE OCCUPANTS OF THE PREMISES AS TO ANY EMERGENCY THAT THE REPORT IMMEDIATELY TO THE OCCUPANTS OF THE PREMISES AS TO ANY EMERGENCY THAT THE REPORT IMMEDIATELY TO THE OCCUPANTS OF THE PREMISES AS TO ANY EMERGENCY THAT THE IMMEDIATELY TO THE OCCUPANTS OF THE PREMISES AS TO ANY EMERGENCY THAT THE IMMEDIATELY TO THE OCCUPANTS OF THE PREMISES AS TO ANY EMERGENCY THAT THE TO THE OCCUPANTS OF THE PREMISES AS TO ANY EMERGENCY THAT THE TO THE OCCUPANTS OF THE PREMISES AS TO ANY EMERGENCY THAT THE THE OCCUPANTS OF THE PREMISES AS TO ANY EMERGENCY THAT THE THE OCCUPANTS OF THE PREMISES AS TO ANY EMERGENCY THAT THE OCCUPANTS OF THE PREMISES AS TO ANY EMERGENCY THAT THE OCCUPANTS OF THE PREMISES AS TO ANY EMERGENCY THAT THE OF THE PREMISES AS TO ANY EMERGENCY THAT THE OF THE PREMISES AS TO ANY EMERGENCY THAT THE THE PREMISES AS TO ANY EMERGENCY THAT THE THE PREMISES AS TO ANY EMERGENCY THAT THE PREMISES AS TO ANY EMERGENCY THAT THE PREMISES AS TO ANY EMERGENCY THAT THE AS TO ANY EMERGENCY THAT THE AS TO ANY EMERGENCY THAT THE TO ANY EMERGENCY THAT THE TO ANY EMERGENCY THAT THE ANY EMERGENCY THAT THE ANY EMERGENCY THAT THE EMERGENCY THAT THE EMERGENCY THAT THE THAT THE THAT THE THE THE CONTRACTOR MAY CREATE OR DISCOVER AT OR NEAR SUCH PREMISES. 6. TO REPORT IMMEDIATELY TO THE USER ANY BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE, TO REPORT IMMEDIATELY TO THE USER ANY BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE, REPORT IMMEDIATELY TO THE USER ANY BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE, REPORT IMMEDIATELY TO THE USER ANY BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE, IMMEDIATELY TO THE USER ANY BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE, IMMEDIATELY TO THE USER ANY BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE, TO THE USER ANY BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE, TO THE USER ANY BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE, THE USER ANY BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE, THE USER ANY BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE, USER ANY BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE, USER ANY BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE, ANY BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE, ANY BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE, BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE, BREAK OR LEAK ON ITS LINES OR ANY DENT, GOUGE, OR LEAK ON ITS LINES OR ANY DENT, GOUGE, OR LEAK ON ITS LINES OR ANY DENT, GOUGE, LEAK ON ITS LINES OR ANY DENT, GOUGE, LEAK ON ITS LINES OR ANY DENT, GOUGE, ON ITS LINES OR ANY DENT, GOUGE, ON ITS LINES OR ANY DENT, GOUGE, ITS LINES OR ANY DENT, GOUGE, ITS LINES OR ANY DENT, GOUGE, LINES OR ANY DENT, GOUGE, LINES OR ANY DENT, GOUGE, OR ANY DENT, GOUGE, OR ANY DENT, GOUGE, ANY DENT, GOUGE, ANY DENT, GOUGE, DENT, GOUGE, DENT, GOUGE, GOUGE, GOUGE, GROOVE OR OTHER DAMAGE TO SUCH LINES OR TO THEIR COATING OR CATHODIC PROTECTION, MADE OR OR OTHER DAMAGE TO SUCH LINES OR TO THEIR COATING OR CATHODIC PROTECTION, MADE OR OR OTHER DAMAGE TO SUCH LINES OR TO THEIR COATING OR CATHODIC PROTECTION, MADE OR OTHER DAMAGE TO SUCH LINES OR TO THEIR COATING OR CATHODIC PROTECTION, MADE OR OTHER DAMAGE TO SUCH LINES OR TO THEIR COATING OR CATHODIC PROTECTION, MADE OR DAMAGE TO SUCH LINES OR TO THEIR COATING OR CATHODIC PROTECTION, MADE OR DAMAGE TO SUCH LINES OR TO THEIR COATING OR CATHODIC PROTECTION, MADE OR TO SUCH LINES OR TO THEIR COATING OR CATHODIC PROTECTION, MADE OR TO SUCH LINES OR TO THEIR COATING OR CATHODIC PROTECTION, MADE OR SUCH LINES OR TO THEIR COATING OR CATHODIC PROTECTION, MADE OR SUCH LINES OR TO THEIR COATING OR CATHODIC PROTECTION, MADE OR LINES OR TO THEIR COATING OR CATHODIC PROTECTION, MADE OR LINES OR TO THEIR COATING OR CATHODIC PROTECTION, MADE OR OR TO THEIR COATING OR CATHODIC PROTECTION, MADE OR OR TO THEIR COATING OR CATHODIC PROTECTION, MADE OR TO THEIR COATING OR CATHODIC PROTECTION, MADE OR TO THEIR COATING OR CATHODIC PROTECTION, MADE OR THEIR COATING OR CATHODIC PROTECTION, MADE OR THEIR COATING OR CATHODIC PROTECTION, MADE OR COATING OR CATHODIC PROTECTION, MADE OR COATING OR CATHODIC PROTECTION, MADE OR OR CATHODIC PROTECTION, MADE OR OR CATHODIC PROTECTION, MADE OR CATHODIC PROTECTION, MADE OR CATHODIC PROTECTION, MADE OR PROTECTION, MADE OR PROTECTION, MADE OR MADE OR MADE OR OR OR DISCOVERED IN THE COURSE OF THE EXCAVATION OR DEMOLITION WORK. 7. TO TAKE ALL REASONABLE STEPS NECESSARY TO AVOID INJURY OR OTHERWISE INTERFERE WITH ALL TO TAKE ALL REASONABLE STEPS NECESSARY TO AVOID INJURY OR OTHERWISE INTERFERE WITH ALL TAKE ALL REASONABLE STEPS NECESSARY TO AVOID INJURY OR OTHERWISE INTERFERE WITH ALL TAKE ALL REASONABLE STEPS NECESSARY TO AVOID INJURY OR OTHERWISE INTERFERE WITH ALL ALL REASONABLE STEPS NECESSARY TO AVOID INJURY OR OTHERWISE INTERFERE WITH ALL ALL REASONABLE STEPS NECESSARY TO AVOID INJURY OR OTHERWISE INTERFERE WITH ALL REASONABLE STEPS NECESSARY TO AVOID INJURY OR OTHERWISE INTERFERE WITH ALL REASONABLE STEPS NECESSARY TO AVOID INJURY OR OTHERWISE INTERFERE WITH ALL STEPS NECESSARY TO AVOID INJURY OR OTHERWISE INTERFERE WITH ALL STEPS NECESSARY TO AVOID INJURY OR OTHERWISE INTERFERE WITH ALL NECESSARY TO AVOID INJURY OR OTHERWISE INTERFERE WITH ALL NECESSARY TO AVOID INJURY OR OTHERWISE INTERFERE WITH ALL TO AVOID INJURY OR OTHERWISE INTERFERE WITH ALL TO AVOID INJURY OR OTHERWISE INTERFERE WITH ALL AVOID INJURY OR OTHERWISE INTERFERE WITH ALL AVOID INJURY OR OTHERWISE INTERFERE WITH ALL INJURY OR OTHERWISE INTERFERE WITH ALL INJURY OR OTHERWISE INTERFERE WITH ALL OR OTHERWISE INTERFERE WITH ALL OR OTHERWISE INTERFERE WITH ALL OTHERWISE INTERFERE WITH ALL OTHERWISE INTERFERE WITH ALL INTERFERE WITH ALL INTERFERE WITH ALL WITH ALL WITH ALL ALL ALL LINES WHERE POSITIONS HAVE BEEN PROVIDED TO THE CONTRACTOR BY USERS. 8. TO EMPLOY PRUDENT TECHNIQUES, WHICH MAY INCLUDE HAND-DUG TEST HOLES, TO ASCERTAIN THE TO EMPLOY PRUDENT TECHNIQUES, WHICH MAY INCLUDE HAND-DUG TEST HOLES, TO ASCERTAIN THE EMPLOY PRUDENT TECHNIQUES, WHICH MAY INCLUDE HAND-DUG TEST HOLES, TO ASCERTAIN THE EMPLOY PRUDENT TECHNIQUES, WHICH MAY INCLUDE HAND-DUG TEST HOLES, TO ASCERTAIN THE PRUDENT TECHNIQUES, WHICH MAY INCLUDE HAND-DUG TEST HOLES, TO ASCERTAIN THE PRUDENT TECHNIQUES, WHICH MAY INCLUDE HAND-DUG TEST HOLES, TO ASCERTAIN THE TECHNIQUES, WHICH MAY INCLUDE HAND-DUG TEST HOLES, TO ASCERTAIN THE TECHNIQUES, WHICH MAY INCLUDE HAND-DUG TEST HOLES, TO ASCERTAIN THE WHICH MAY INCLUDE HAND-DUG TEST HOLES, TO ASCERTAIN THE WHICH MAY INCLUDE HAND-DUG TEST HOLES, TO ASCERTAIN THE MAY INCLUDE HAND-DUG TEST HOLES, TO ASCERTAIN THE MAY INCLUDE HAND-DUG TEST HOLES, TO ASCERTAIN THE INCLUDE HAND-DUG TEST HOLES, TO ASCERTAIN THE INCLUDE HAND-DUG TEST HOLES, TO ASCERTAIN THE HAND-DUG TEST HOLES, TO ASCERTAIN THE HAND-DUG TEST HOLES, TO ASCERTAIN THE TEST HOLES, TO ASCERTAIN THE TEST HOLES, TO ASCERTAIN THE HOLES, TO ASCERTAIN THE HOLES, TO ASCERTAIN THE TO ASCERTAIN THE TO ASCERTAIN THE ASCERTAIN THE ASCERTAIN THE THE THE PRECISE POSITION OF SUCH FACILITIES.

AutoCAD SHX Text PENNSYLVANIA ONE CALL SERIAL NUMBERS: PARKS: SERIAL NUMBERS: SERIAL NUMBERS: SERIAL NUMBERS: ALVERTHORPE 20252743977 20252743977 ARDSLEY 20252743977 20252743977 ARDSLEY COMMUNITY 20252743977 20252743977 CONWAY 20252743977 & 20252743978 20252743977 & 20252743978 CRESTMONT 20252743977 20252743977 ETHEL JORDAN 20252743977 20252743977 HALLOWELL 20252743977 20252743977 DOUGHERTY/NORTH HILL 20252743977 PENNBRYN 20252743977 20252743977 ROSLYN 20252743977 20252743977 ROYCHESTER 2025274397720252743977

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DECIDUOUS TREE

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EVERGREEN TREE

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UTILITY POLE W/GUY WIRE

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UTILITY POLE

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LEGEND:

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PLAYER BENCH

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DUGOUT W/ 2 PLAYER BENCHES

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BLEACHERS

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APPROXIMATE LIMITS OF DEMOLITION

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BACKSTOP

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COMPOST FILTER SOCK (SEE DETAIL ON SHEET C-504)

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SOCCER FIELD TURF REESTABLISHMENT

GENERAL NOTES: 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROLS FOR THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROLS FOR CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROLS FOR CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROLS FOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROLS FOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROLS FOR BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROLS FOR BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROLS FOR RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROLS FOR RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROLS FOR FOR PROVIDING EROSION AND SEDIMENT CONTROLS FOR FOR PROVIDING EROSION AND SEDIMENT CONTROLS FOR PROVIDING EROSION AND SEDIMENT CONTROLS FOR PROVIDING EROSION AND SEDIMENT CONTROLS FOR EROSION AND SEDIMENT CONTROLS FOR EROSION AND SEDIMENT CONTROLS FOR AND SEDIMENT CONTROLS FOR AND SEDIMENT CONTROLS FOR SEDIMENT CONTROLS FOR SEDIMENT CONTROLS FOR CONTROLS FOR CONTROLS FOR FOR FOR EARTH DISTURBANCES IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL DISTURBANCES IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL DISTURBANCES IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL IN ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL ACCORDANCE WITH THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL WITH THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL WITH THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL THE PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL PENNSYLVANIA DEPARTMENT OF ENVIRONMENTAL DEPARTMENT OF ENVIRONMENTAL DEPARTMENT OF ENVIRONMENTAL OF ENVIRONMENTAL OF ENVIRONMENTAL ENVIRONMENTAL ENVIRONMENTAL PROTECTION EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL, MARCH 2012 OR LATEST EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL, MARCH 2012 OR LATEST EROSION AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL, MARCH 2012 OR LATEST AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL, MARCH 2012 OR LATEST AND SEDIMENT POLLUTION CONTROL PROGRAM MANUAL, MARCH 2012 OR LATEST SEDIMENT POLLUTION CONTROL PROGRAM MANUAL, MARCH 2012 OR LATEST SEDIMENT POLLUTION CONTROL PROGRAM MANUAL, MARCH 2012 OR LATEST POLLUTION CONTROL PROGRAM MANUAL, MARCH 2012 OR LATEST POLLUTION CONTROL PROGRAM MANUAL, MARCH 2012 OR LATEST CONTROL PROGRAM MANUAL, MARCH 2012 OR LATEST CONTROL PROGRAM MANUAL, MARCH 2012 OR LATEST PROGRAM MANUAL, MARCH 2012 OR LATEST PROGRAM MANUAL, MARCH 2012 OR LATEST MANUAL, MARCH 2012 OR LATEST MANUAL, MARCH 2012 OR LATEST MARCH 2012 OR LATEST MARCH 2012 OR LATEST 2012 OR LATEST 2012 OR LATEST OR LATEST OR LATEST LATEST LATEST REVISION. SEE THE EROSION AND SEDIMENT CONTROL SHEETS FOR TYPICAL PERIMETER EROSION SEE THE EROSION AND SEDIMENT CONTROL SHEETS FOR TYPICAL PERIMETER EROSION SEE THE EROSION AND SEDIMENT CONTROL SHEETS FOR TYPICAL PERIMETER EROSION THE EROSION AND SEDIMENT CONTROL SHEETS FOR TYPICAL PERIMETER EROSION THE EROSION AND SEDIMENT CONTROL SHEETS FOR TYPICAL PERIMETER EROSION EROSION AND SEDIMENT CONTROL SHEETS FOR TYPICAL PERIMETER EROSION EROSION AND SEDIMENT CONTROL SHEETS FOR TYPICAL PERIMETER EROSION AND SEDIMENT CONTROL SHEETS FOR TYPICAL PERIMETER EROSION AND SEDIMENT CONTROL SHEETS FOR TYPICAL PERIMETER EROSION SEDIMENT CONTROL SHEETS FOR TYPICAL PERIMETER EROSION SEDIMENT CONTROL SHEETS FOR TYPICAL PERIMETER EROSION CONTROL SHEETS FOR TYPICAL PERIMETER EROSION CONTROL SHEETS FOR TYPICAL PERIMETER EROSION SHEETS FOR TYPICAL PERIMETER EROSION SHEETS FOR TYPICAL PERIMETER EROSION FOR TYPICAL PERIMETER EROSION FOR TYPICAL PERIMETER EROSION TYPICAL PERIMETER EROSION TYPICAL PERIMETER EROSION PERIMETER EROSION PERIMETER EROSION EROSION EROSION CONTROL INSTALLATIONS. 2. ALL EARTH DISTURBANCES SHALL BE RESTORED TO THEIR EXISTING CONDITION THOUGH THE APPLICATION ALL EARTH DISTURBANCES SHALL BE RESTORED TO THEIR EXISTING CONDITION THOUGH THE APPLICATION EARTH DISTURBANCES SHALL BE RESTORED TO THEIR EXISTING CONDITION THOUGH THE APPLICATION EARTH DISTURBANCES SHALL BE RESTORED TO THEIR EXISTING CONDITION THOUGH THE APPLICATION DISTURBANCES SHALL BE RESTORED TO THEIR EXISTING CONDITION THOUGH THE APPLICATION DISTURBANCES SHALL BE RESTORED TO THEIR EXISTING CONDITION THOUGH THE APPLICATION SHALL BE RESTORED TO THEIR EXISTING CONDITION THOUGH THE APPLICATION SHALL BE RESTORED TO THEIR EXISTING CONDITION THOUGH THE APPLICATION BE RESTORED TO THEIR EXISTING CONDITION THOUGH THE APPLICATION BE RESTORED TO THEIR EXISTING CONDITION THOUGH THE APPLICATION RESTORED TO THEIR EXISTING CONDITION THOUGH THE APPLICATION RESTORED TO THEIR EXISTING CONDITION THOUGH THE APPLICATION TO THEIR EXISTING CONDITION THOUGH THE APPLICATION TO THEIR EXISTING CONDITION THOUGH THE APPLICATION THEIR EXISTING CONDITION THOUGH THE APPLICATION THEIR EXISTING CONDITION THOUGH THE APPLICATION EXISTING CONDITION THOUGH THE APPLICATION EXISTING CONDITION THOUGH THE APPLICATION CONDITION THOUGH THE APPLICATION CONDITION THOUGH THE APPLICATION THOUGH THE APPLICATION THOUGH THE APPLICATION THE APPLICATION THE APPLICATION APPLICATION APPLICATION OF SUPPLEMENTAL IN-FIELD MIX FOR THE BASEBALL FIELDS OR SODDING DEPENDING ON THE EXISTING SUPPLEMENTAL IN-FIELD MIX FOR THE BASEBALL FIELDS OR SODDING DEPENDING ON THE EXISTING SUPPLEMENTAL IN-FIELD MIX FOR THE BASEBALL FIELDS OR SODDING DEPENDING ON THE EXISTING IN-FIELD MIX FOR THE BASEBALL FIELDS OR SODDING DEPENDING ON THE EXISTING IN-FIELD MIX FOR THE BASEBALL FIELDS OR SODDING DEPENDING ON THE EXISTING MIX FOR THE BASEBALL FIELDS OR SODDING DEPENDING ON THE EXISTING MIX FOR THE BASEBALL FIELDS OR SODDING DEPENDING ON THE EXISTING FOR THE BASEBALL FIELDS OR SODDING DEPENDING ON THE EXISTING FOR THE BASEBALL FIELDS OR SODDING DEPENDING ON THE EXISTING THE BASEBALL FIELDS OR SODDING DEPENDING ON THE EXISTING THE BASEBALL FIELDS OR SODDING DEPENDING ON THE EXISTING BASEBALL FIELDS OR SODDING DEPENDING ON THE EXISTING BASEBALL FIELDS OR SODDING DEPENDING ON THE EXISTING FIELDS OR SODDING DEPENDING ON THE EXISTING FIELDS OR SODDING DEPENDING ON THE EXISTING OR SODDING DEPENDING ON THE EXISTING OR SODDING DEPENDING ON THE EXISTING SODDING DEPENDING ON THE EXISTING SODDING DEPENDING ON THE EXISTING DEPENDING ON THE EXISTING DEPENDING ON THE EXISTING ON THE EXISTING ON THE EXISTING THE EXISTING THE EXISTING EXISTING EXISTING CONDITION. 3. THE CONTRACTOR SHALL PROVIDE OFFSET STAKES FOR THE CORNERS OF THE EXISTING EQUIPMENT THE CONTRACTOR SHALL PROVIDE OFFSET STAKES FOR THE CORNERS OF THE EXISTING EQUIPMENT CONTRACTOR SHALL PROVIDE OFFSET STAKES FOR THE CORNERS OF THE EXISTING EQUIPMENT CONTRACTOR SHALL PROVIDE OFFSET STAKES FOR THE CORNERS OF THE EXISTING EQUIPMENT SHALL PROVIDE OFFSET STAKES FOR THE CORNERS OF THE EXISTING EQUIPMENT SHALL PROVIDE OFFSET STAKES FOR THE CORNERS OF THE EXISTING EQUIPMENT PROVIDE OFFSET STAKES FOR THE CORNERS OF THE EXISTING EQUIPMENT PROVIDE OFFSET STAKES FOR THE CORNERS OF THE EXISTING EQUIPMENT OFFSET STAKES FOR THE CORNERS OF THE EXISTING EQUIPMENT OFFSET STAKES FOR THE CORNERS OF THE EXISTING EQUIPMENT STAKES FOR THE CORNERS OF THE EXISTING EQUIPMENT STAKES FOR THE CORNERS OF THE EXISTING EQUIPMENT FOR THE CORNERS OF THE EXISTING EQUIPMENT FOR THE CORNERS OF THE EXISTING EQUIPMENT THE CORNERS OF THE EXISTING EQUIPMENT THE CORNERS OF THE EXISTING EQUIPMENT CORNERS OF THE EXISTING EQUIPMENT CORNERS OF THE EXISTING EQUIPMENT OF THE EXISTING EQUIPMENT OF THE EXISTING EQUIPMENT THE EXISTING EQUIPMENT THE EXISTING EQUIPMENT EXISTING EQUIPMENT EXISTING EQUIPMENT EQUIPMENT EQUIPMENT PRIOR TO ITS REMOVAL (WHETHER THE DEMOLITION IS COMPLETED BY THE TOWNSHIP OR THE TO ITS REMOVAL (WHETHER THE DEMOLITION IS COMPLETED BY THE TOWNSHIP OR THE TO ITS REMOVAL (WHETHER THE DEMOLITION IS COMPLETED BY THE TOWNSHIP OR THE ITS REMOVAL (WHETHER THE DEMOLITION IS COMPLETED BY THE TOWNSHIP OR THE ITS REMOVAL (WHETHER THE DEMOLITION IS COMPLETED BY THE TOWNSHIP OR THE REMOVAL (WHETHER THE DEMOLITION IS COMPLETED BY THE TOWNSHIP OR THE REMOVAL (WHETHER THE DEMOLITION IS COMPLETED BY THE TOWNSHIP OR THE (WHETHER THE DEMOLITION IS COMPLETED BY THE TOWNSHIP OR THE (WHETHER THE DEMOLITION IS COMPLETED BY THE TOWNSHIP OR THE THE DEMOLITION IS COMPLETED BY THE TOWNSHIP OR THE THE DEMOLITION IS COMPLETED BY THE TOWNSHIP OR THE DEMOLITION IS COMPLETED BY THE TOWNSHIP OR THE DEMOLITION IS COMPLETED BY THE TOWNSHIP OR THE IS COMPLETED BY THE TOWNSHIP OR THE IS COMPLETED BY THE TOWNSHIP OR THE COMPLETED BY THE TOWNSHIP OR THE COMPLETED BY THE TOWNSHIP OR THE BY THE TOWNSHIP OR THE BY THE TOWNSHIP OR THE THE TOWNSHIP OR THE THE TOWNSHIP OR THE TOWNSHIP OR THE TOWNSHIP OR THE OR THE OR THE THE THE CONTRACTOR) WHICH SHALL BE INCIDENTAL TO THE EQUIPMENT INSTALLATION. FINAL LOCATIONS OF ALL WHICH SHALL BE INCIDENTAL TO THE EQUIPMENT INSTALLATION. FINAL LOCATIONS OF ALL WHICH SHALL BE INCIDENTAL TO THE EQUIPMENT INSTALLATION. FINAL LOCATIONS OF ALL SHALL BE INCIDENTAL TO THE EQUIPMENT INSTALLATION. FINAL LOCATIONS OF ALL SHALL BE INCIDENTAL TO THE EQUIPMENT INSTALLATION. FINAL LOCATIONS OF ALL BE INCIDENTAL TO THE EQUIPMENT INSTALLATION. FINAL LOCATIONS OF ALL BE INCIDENTAL TO THE EQUIPMENT INSTALLATION. FINAL LOCATIONS OF ALL INCIDENTAL TO THE EQUIPMENT INSTALLATION. FINAL LOCATIONS OF ALL INCIDENTAL TO THE EQUIPMENT INSTALLATION. FINAL LOCATIONS OF ALL TO THE EQUIPMENT INSTALLATION. FINAL LOCATIONS OF ALL TO THE EQUIPMENT INSTALLATION. FINAL LOCATIONS OF ALL THE EQUIPMENT INSTALLATION. FINAL LOCATIONS OF ALL THE EQUIPMENT INSTALLATION. FINAL LOCATIONS OF ALL EQUIPMENT INSTALLATION. FINAL LOCATIONS OF ALL EQUIPMENT INSTALLATION. FINAL LOCATIONS OF ALL INSTALLATION. FINAL LOCATIONS OF ALL INSTALLATION. FINAL LOCATIONS OF ALL FINAL LOCATIONS OF ALL FINAL LOCATIONS OF ALL LOCATIONS OF ALL LOCATIONS OF ALL OF ALL OF ALL ALL ALL PROPOSED EQUIPMENT (I.E. BACKSTOPS, BLEACHERS, BENCHES, AND DUGOUTS) SHALL BE CONFIRMED EQUIPMENT (I.E. BACKSTOPS, BLEACHERS, BENCHES, AND DUGOUTS) SHALL BE CONFIRMED EQUIPMENT (I.E. BACKSTOPS, BLEACHERS, BENCHES, AND DUGOUTS) SHALL BE CONFIRMED (I.E. BACKSTOPS, BLEACHERS, BENCHES, AND DUGOUTS) SHALL BE CONFIRMED (I.E. BACKSTOPS, BLEACHERS, BENCHES, AND DUGOUTS) SHALL BE CONFIRMED BACKSTOPS, BLEACHERS, BENCHES, AND DUGOUTS) SHALL BE CONFIRMED BACKSTOPS, BLEACHERS, BENCHES, AND DUGOUTS) SHALL BE CONFIRMED BLEACHERS, BENCHES, AND DUGOUTS) SHALL BE CONFIRMED BLEACHERS, BENCHES, AND DUGOUTS) SHALL BE CONFIRMED BENCHES, AND DUGOUTS) SHALL BE CONFIRMED BENCHES, AND DUGOUTS) SHALL BE CONFIRMED AND DUGOUTS) SHALL BE CONFIRMED AND DUGOUTS) SHALL BE CONFIRMED DUGOUTS) SHALL BE CONFIRMED DUGOUTS) SHALL BE CONFIRMED SHALL BE CONFIRMED SHALL BE CONFIRMED BE CONFIRMED BE CONFIRMED CONFIRMED CONFIRMED WITH THE TOWNSHIP PRIOR TO THEIR PLACEMENT.

NORTH Carroll Engineering Corporation

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

433 Lancaster Avenue, Suite 200 Malvern, PA 19355 Phone: 610-489-5100

AutoCAD SHX Text

AutoCAD SHX Text C

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INITIALS

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DESCRIPTION

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DATE

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NO.

AutoCAD SHX Text 25-1034.00

AutoCAD SHX Text 9-22-25

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CAP

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TSB

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VJC

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CADD FILE

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DSG BY

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DATE

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JOB NO

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SCALE

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SHEET

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DRAWING NUMBER

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SHEETS

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ALVERTHORPE PARK EXISTING FEATURES & DEMOLITION PLAN

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AutoCAD SHX Text C-101

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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AutoCAD SHX Text 15.5

AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING DUGOUT TO BE REMOVED BY TOWNSHIP (ALTERNATE #1 - CONTRACTOR TO REMOVE)

AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING BACKSTOP TO BE REMOVED BY TOWNSHIP (ALTERNATE #1 - CONTRACTOR TO REMOVE)

AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING BLEACHERS TO BE REMOVED BY TOWNSHIP (ALTERNATE #1 - CONTRACTOR TO REMOVE)

AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING BENCHES IN DUGOUT TO BE REMOVED BY TOWNSHIP (ALTERNATE #1 - CONTRACTOR TO REMOVE)

AutoCAD SHX Text APPROXIMATE LOCATION OF EXISTING BLEACHERS TO BE REMOVED BY TOWNSHIP (ALTERNATE #1 - CONTRACTOR TO REMOVE)

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FIELD #2 SEE SHEET C-103 FOR PROPOSED IMPROVEMENTS

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FIELD #1 SEE SHEET C-102 FOR PROPOSED IMPROVEMENTS

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DECIDUOUS TREE

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EVERGREEN TREE

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UTILITY POLE W/GUY WIRE

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UTILITY POLE

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LEGEND:

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PLAYER BENCH

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DUGOUT W/ 2 PLAYER BENCHES

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BLEACHERS

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APPROXIMATE LIMITS OF DEMOLITION

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BACKSTOP

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COMPOST FILTER SOCK (SEE DETAIL ON SHEET C-504)

SOCCER FIELD TURF REESTABLISHMENT

Carroll Engineering Corporation

Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ● 0 8 7 5

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

433 Lancaster Avenue, Suite 200 Malvern, PA 19355 Phone: 610-489-5100

Y N O R

AutoCAD SHX Text 18.6

AutoCAD SHX Text 17.0

AutoCAD SHX Text 16.1

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AutoCAD SHX Text C

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INITIALS

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DESCRIPTION

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DATE

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NO.

AutoCAD SHX Text 25-1034.00

AutoCAD SHX Text 9-22-25

AutoCAD SHX Text

CAP

AutoCAD SHX Text

TSB

AutoCAD SHX Text

VJC

AutoCAD SHX Text

CADD FILE

AutoCAD SHX Text

DSG BY

AutoCAD SHX Text

DWN BY

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CKD BY

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DATE

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JOB NO

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SCALE

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SHEET

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DRAWING NUMBER

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SHEETS

AutoCAD SHX Text 1"=10'

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ALVERTHORPE PARK FIELD #1 PROPOSED IMPROVEMENTS

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AutoCAD SHX Text C-102

AutoCAD SHX Text 1 inch = ft.

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( IN FEET )

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GRAPHIC SCALE

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AutoCAD SHX Text PROPOSED DUGOUT, CONCRETE PAD, AND TWO (2) PLAYER BENCHES (SEE DETAIL SHEET C-501 & C-502)

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PROPOSED BLEACHERS (SEE DETAIL SHEET C-502)

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PROPOSED BLEACHERS (SEE DETAIL SHEET C-502)

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PROPOSED BACKSTOP (SEE DETAIL SHEET C-502)

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NOTE: LOCATION OF ALL PROPOSED IMPROVEMENTS SHALL BE VERIFIED BY THE OWNER.

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DECIDUOUS TREE

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EVERGREEN TREE

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UTILITY POLE W/GUY WIRE

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UTILITY POLE

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LEGEND:

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PLAYER BENCH

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DUGOUT W/ 2 PLAYER BENCHES

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BLEACHERS

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APPROXIMATE LIMITS OF DEMOLITION

AutoCAD SHX Text

BACKSTOP

AutoCAD SHX Text

COMPOST FILTER SOCK (SEE DETAIL ON SHEET C-504)

Hillsborough, NJ 08844

Phone: 908-874-7500 Fax: 908-874-5762 www.carrollengineering.com

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-572-7093

C O R P O R A T E O F F I C E 9 4 9 ● E A S T O N ● R O A D W A R R I N G T O N , ● P A ● 1 8 9 7 6

PHONE: 2 1 5 ● 3 4 3 ● 5 7 0 0

FAX: 2 1 5 ● 3 4 3 ●…

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File details come from the government source that posted it. Updated Oct 29, 2025.