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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COPYRIGHT - CARROLL ENGINEERING CORPORATION - ALL RIGHTS RESERVED

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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 - TRAIL IMPROVEMENTS

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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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ARDSLEY PARK WALKING TRAIL REHABILITATION

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ROSLYN PARK WALKING TRAIL REHABILITATION

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CONSTRUCTION DETAILS

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CJ-501

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EROSION AND SEDIMENT CONTROL DETAILS

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EROSION AND SEDIMENT CONTROL NOTES

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ACT 287 - LIST OF UNDERGROUND USERS

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DESIGN ONE CALL SERIAL NUMBER: 20260621096, 20260621121

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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

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1004 CORNERSTONE BOULEVARD

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(856) 912-7551

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DOWNINGTOWN, PA 19335

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MICHAL_SOWINSKI@COMCAST.COM

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ATTN: MICHAL SOWINSKI

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PECO ENERGY C/O GRIDHAWK

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721 DRESHER ROAD

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(773) 861-1159

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HORSHAM, PA 19044

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STEVEN.SETTLE@GRIDHAWK.COM

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ATTN: STEVEN SETTLE

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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 PENNSYLVANIA LLC

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ATTN: OFFICE PERSONNEL

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1CALL-VERIZON-PADE@VERIZON.COM

AutoCAD SHX Text PENNSYLVANIA ONE CALL SERIAL NUMBERS: PARKS: SERIAL NUMBERS: SERIAL NUMBERS: SERIAL NUMBERS: ARDSLEY 20260621096 20260621096 ROSLYN 2026062112120260621121

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INDEX OF DRAWINGS - ALVERTHORPE PAVILION IMPROVMENTS

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SHEET NO.

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DWG NO.

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ELECTRICAL LEGEND

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PAVILION POWER AND LIGHTING PLAN

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SINGLE LINE DIAGRAMS, SCHEDULES AND DETAILS

NO

RT

H

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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AVE

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AVE

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BROOK

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MAPLE AVE

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NORTH

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HILLS

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STA.

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LINE.

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RIGHT

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WAY

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RIGHT OF WAY

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CEDAR

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PIKE

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HUNTINGDON

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CEDAR

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HUNTINGDON

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TOWNSHIP

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LINE

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CHASE

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MOREDON

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VALLEY

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SUSQUEHANNA

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MEETINGHOUSE

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MEETINGHOUSE

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WASHINGTON

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CARMEL

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EASTON

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EASTON

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EASTON

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JENKINTOWN

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MORELAND

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FITZWATERTOWN

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ROAD

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WOODLAND

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SUSQUEHANNA

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LIMEKILN

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HILLS

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NORTH

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STATION

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LIMEKILN

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TOWNSHIP

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YORK

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CARMEL

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HILL

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JENKINTOWN BOROUGH

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UPPER DUBLIN TOWNSHIP

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ARDSLEY PARK

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ROSLYN PARK

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ALVERTHORPE PARK

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COPYRIGHT - CARROLL ENGINEERING CORPORATION - ALL RIGHTS RESERVED

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INITIALS

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DESCRIPTION

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DATE

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NO.

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VJC

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ISSUED FOR BIDDING

AutoCAD SHX Text 03/11/26

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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 25-1036.00

AutoCAD SHX Text 01-13-26

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CAP

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VJC

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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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OF

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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 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.

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.ALL EARTH DISTURBANCES SHALL BE RESTORED TO THEIR EXISTING CONDITION.

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

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COPYRIGHT - CARROLL ENGINEERING CORPORATION - ALL RIGHTS RESERVED

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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

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ARDSLEY PARK WALKING TRAIL REHABILITATION

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LEGEND:

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FULL DEPTH PAVEMENT RESTORATION

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MULCH GUARD

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PROPOSED MILL & OVERLAY OF EXISTING ASPHALT WALKING TRAIL

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STABILIZATION AREA DIAGRAM N.T.S.

NORTH

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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COPYRIGHT - CARROLL ENGINEERING CORPORATION - ALL RIGHTS RESERVED

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INITIALS

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ISSUED FOR BIDDING

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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

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ROSLYN PARK WALKING TRAIL REHABILITATION

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AutoCAD SHX Text PROPOSED 12" HEIGHT MULCH BARRIER TO BE PROVIDED WITH 6" EMBEDMENT AND 6" REVEAL ON TRAIL SIDE. MULCH SHALL BE PULLED BACK AND REESTABLISHED ALONG BARRIER AFTER BARRIER INSTALLATION

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LEGEND:

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FULL DEPTH PAVEMENT RESTORATION

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MULCH GUARD

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FOLLOWING INSTALLATION OF THE BARRIER, SKIM OR SWEEP THE UPPER LAYER OF AGGREGATE TO REMOVE MULCH/STONE MATERIAL AND REPLACE STONE IN KIND TO PROVIDE A UNIFORM TRAIL SURFACE FREE FROM MIGRATED MULCH

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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CONSTRUCTION DETAILS

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COPYRIGHT - CARROLL ENGINEERING CORPORATION - ALL RIGHTS RESERVED

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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

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EXISTING BASE COURSE TO REMAIN

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EXISTING AGGREGATE SUBBASE TO REMAIN

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EXISTING SUBGRADE

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AutoCAD SHX Text 1 1/2" SUPERPAVE ASPHALT MIXTURE DESIGN, WMA WEARING COURSE, PG 64-22, 3 TO 10 MILLION ESALS, 9.5 MM MIXTURE

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6" 2A MODIFIED CRUSHED AGGREGATE SUBBASE

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PREPARED SUBGRADE

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FULL DEPTH RESTORATION

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MULCH BARRIER DETAIL

NTS

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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CJ-501

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INITIALS

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DESCRIPTION

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DATE

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NO.

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VJC

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ISSUED FOR BIDDING

AutoCAD SHX Text 03/11/26

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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 25-1036.00

AutoCAD SHX Text 01-13-26

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CAP

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VJC

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VJC

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INLET GRATE

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1" REBAR FOR BAG REMOVAL FROM INLET

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SANDBAG, FILTER LOG, COMPOST SOCK, OR FILTER TUBE

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EXPANSION RESTRAINT ( " NYLON ROPE)14" NYLON ROPE)

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2" X 2" X " 34" RUBBER BLOCK

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TOP

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OF

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CURB

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FLOW

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STORM

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INLET

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BERM

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2:1 MAX (TYP)

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INSTALLATION DETAIL

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PLAN VIEW

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SECTION VIEW

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ISOMETRIC VIEW

AutoCAD SHX Text NOTES: 1. MAXIMUM DRAINAGE AREA = 1/2 ACRE. MAXIMUM DRAINAGE AREA = 1/2 ACRE. 2 INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS. 3. ROLLED EARTHEN BERM SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD ROLLED EARTHEN BERM SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE BERM SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. SIX INCH MINIMUM HEIGHT ASPHALT BERM SHALL BE MAINTAINED UNTIL ROADWAY SURFACE RECEIVES FINAL COAT. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS, A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE. PASSING A NO. 40 SIEVE. 4. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE OF ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES. 5. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

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CURB

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EXTEND BERM OVER CURB IF RUNOFF IS BYPASSING INLET ON LANDWARD SIDE

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NTS

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FILTER BAG INLET PROTECTION - TYPE C INLET

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%%UFILTER BAG INLET PROTECTION-TYPE M INLET

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NTS

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INLET GRATE

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1" REBAR FOR BAG REMOVAL FROM INLET

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EXPANSION RESTRAINT ( " NYLON ROPE)14" NYLON ROPE)

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2"X2"X " 34" RUBBER BLOCK

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FLOW

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STORM

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INLET

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2:1 MAX (TYP)

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INSTALLATION DETAIL

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PLAN VIEW

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SECTION VIEW

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ISOMETRIC VIEW

AutoCAD SHX Text NOTES: 1. MAXIMUM DRAINAGE AREA = 1/2 ACRE. MAXIMUM DRAINAGE AREA = 1/2 ACRE. 2. INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN INLET PROTECTION SHALL NOT BE REQUIRED FOR INLET TRIBUTARY TO SEDIMENT BASIN OR TRAP. BERMS SHALL BE REQUIRED FOR ALL INSTALLATIONS. 3. ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROLLED EARTHEN BERM IN ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS STONED. ROAD SUBBASE BERM ON ROADWAY SHALL BE MAINTAINED UNTIL ROADWAY IS PAVED. EARTHEN BERM IN CHANNEL SHALL BE MAINTAINED UNTIL PERMANENT STABILIZATION IS COMPLETED OR REMAIN PERMANENTLY. 4. AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 AT A MINIMUM, THE FABRIC SHALL HAVE A MINIMUM GRAB TENSILE STRENGTH OF 120 LBS., A MINIMUM BURST STRENGTH OF 200 PSI, AND A MINIMUM TRAPEZOIDAL TEAR STRENGTH OF 50 LBS. FILTER BAGS SHALL BE CAPABLE OF TRAPPING ALL PARTICLES NOT PASSING A NO. 40 SIEVE. 5. INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF INLET FILTER BAGS SHALL BE INSPECTED ON A WEEKLY BASIS AND AFTER EACH RUNOFF EVENT. BAGS SHALL BE EMPTIED AND RINSED OR REPLACED WHEN HALF FULL OR WHEN FLOW CAPACITY HAS BEEN REDUCED SO AS TO CAUSE FLOODING OR BYPASSING OF THE INLET. DAMAGED OR CLOGGED BAGS SHALL BE REPLACED. A SUPPLY SHALL BE MAINTAINED ON SITE FOR REPLACEMENT OF BAGS. ALL NEEDED REPAIRS SHALL BE INITIATED IMMEDIATELY AFTER THE INSPECTION. DISPOSE ACCUMULATED SEDIMENT AS WELL AS ALL USED BAGS ACCORDING TO THE PLAN NOTES. 6. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.

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BERM

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2:1 MAX

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FLOW

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6" MIN HEIGHT

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EARTHEN BERM TO BE STABILIZED WITH TEMPORARY OR PERMANENT VEGETATION

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%%UROCK CONSTRUCTION ENTRANCES

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NTS

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50' (MIN)

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EXISTING ROADWAY

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EARTH FILL

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PIPE AS NECESSARY

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GEOTEXTILE

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EXISTING GROUND

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MIN 8" AASHTO #1

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MOUNTABLE BERM (6" MIN)*

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10' (MIN)

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10' (MIN)

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20' (MIN)

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EXISTING ROADWAY

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PROFILE

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PLAN VIEW

AutoCAD SHX Text NOTES: 1. REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND REMOVE TOPSOIL PRIOR TO INSTALLATION OF ROCK CONSTRUCTION ENTRANCE. EXTEND ROCK OVER FULL WIDTH OF ENTRANCE. 2. RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP RUNOFF SHALL BE DIVERTED FROM ROADWAY TO A SUITABLE SEDIMENT REMOVAL BMP PRIOR TO ENTERING ROCK CONSTRUCTION ENTRANCE. 3. MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND MOUNTABLE BERM SHALL BE INSTALLED WHEREVER OPTIONAL CULVERT PIPE IS USED AND PROPER PIPE COVER AS SPECIFIED BY MANUFACTURER IS NOT OTHERWISE PROVIDED. PIPE SHALL BE SIZED APPROPRIATELY FOR SIZE OF DITCH BEING CROSSED. 4. MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTENANCE: ROCK CONSTRUCTION ENTRANCE THICKNESS SHALL BE CONSTANTLY MAINTAINED TO THE SPECIFIED DIMENSIONS BY ADDING ROCK. A STOCKPILE SHALL BE MAINTAINED ON SITE FOR THIS PURPOSE. ALL SEDIMENT DEPOSITED ON PAVED ROADWAYS SHALL BE REMOVED AND RETURNED TO THE CONSTRUCTION SITE IMMEDIATELY. IF EXCESSIVE AMOUNTS OF SEDIMENT ARE BEING DEPOSITED ON ROADWAY, EXTEND LENGTH OF ROCK CONSTRUCTION ENTRANCE BY 50 FOOT INCREMENTS UNTIL CONDITION IS ALLEVIATED OR INSTALL WASH RACK. WASHING THE ROADWAY OR SWEEPING THE DEPOSITS INTO ROADWAY DITCHES, SEWERS, CULVERTS, OR OTHER DRAINAGE COURSES IS NOT ACCEPTABLE.

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* MOUNTABLE BERM USED TO PROVIDE PROPER COVER FOR PIPE

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%%UEROSION CONTROL BLANKET INSTALLATION

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NTS

AutoCAD SHX Text NOTES: 1. BLANKET SHALL BE S75BN BIODEGRADABLE BLANKET AS MANUFACTURED BY NORTH AMERICAN BLANKET SHALL BE S75BN BIODEGRADABLE BLANKET AS MANUFACTURED BY NORTH AMERICAN SHALL BE S75BN BIODEGRADABLE BLANKET AS MANUFACTURED BY NORTH AMERICAN SHALL BE S75BN BIODEGRADABLE BLANKET AS MANUFACTURED BY NORTH AMERICAN BE S75BN BIODEGRADABLE BLANKET AS MANUFACTURED BY NORTH AMERICAN BE S75BN BIODEGRADABLE BLANKET AS MANUFACTURED BY NORTH AMERICAN S75BN BIODEGRADABLE BLANKET AS MANUFACTURED BY NORTH AMERICAN S75BN BIODEGRADABLE BLANKET AS MANUFACTURED BY NORTH AMERICAN BIODEGRADABLE BLANKET AS MANUFACTURED BY NORTH AMERICAN BIODEGRADABLE BLANKET AS MANUFACTURED BY NORTH AMERICAN BLANKET AS MANUFACTURED BY NORTH AMERICAN BLANKET AS MANUFACTURED BY NORTH AMERICAN AS MANUFACTURED BY NORTH AMERICAN AS MANUFACTURED BY NORTH AMERICAN MANUFACTURED BY NORTH AMERICAN MANUFACTURED BY NORTH AMERICAN BY NORTH AMERICAN BY NORTH AMERICAN NORTH AMERICAN NORTH AMERICAN AMERICAN AMERICAN GREEN OR APPROVED EQUAL USING THE TYPE 'C' STAPLE PATTERN 2. SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN SEED AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN AND SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN SOIL AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN AMENDMENTS SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN SHALL BE APPLIED ACCORDING TO THE RATES IN THE PLAN BE APPLIED ACCORDING TO THE RATES IN THE PLAN BE APPLIED ACCORDING TO THE RATES IN THE PLAN APPLIED ACCORDING TO THE RATES IN THE PLAN APPLIED ACCORDING TO THE RATES IN THE PLAN ACCORDING TO THE RATES IN THE PLAN ACCORDING TO THE RATES IN THE PLAN TO THE RATES IN THE PLAN TO THE RATES IN THE PLAN THE RATES IN THE PLAN THE RATES IN THE PLAN RATES IN THE PLAN RATES IN THE PLAN IN THE PLAN IN THE PLAN THE PLAN THE PLAN PLAN PLAN DRAWINGS PRIOR TO INSTALLING THE BLANKET. 3. PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE. PROVIDE ANCHOR TRENCH AT TOE OF SLOPE IN SIMILAR FASHION AS AT TOP OF SLOPE. 4. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS. SLOPE SURFACE SHALL BE FREE OF ROCKS, CLODS, STICKS, AND GRASS. 5.