1-02 - (2026-3-13) Shadow Wood Drive Storm Improvements - Issued for Bidding.pdf

PDF 8 MB Posted Apr 3, 2026

Attached to: Warren Road & David Lane Stream Rehabilitation
Solicitation number: Not on record
Issued by: Chester County, Pennsylvania

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Written by GovTribe AI · Apr 6, 2026

Shadow Wood Drive Storm Sewer Improvements - East Bradford Township

This document is a comprehensive design and bidding package for a storm sewer improvement project in East Bradford Township, Chester County, Pennsylvania. The project involves the installation of a new underground 24-inch diameter perforated pipe stormwater management basin with associated storm structures along Shadow Wood Drive. The scope of work includes removal of existing pavement and storm structures, installation of storm piping and inlet structures, implementation of temporary erosion and sediment control measures, and restoration of bituminous pavement with topsoil and seeding. Sealed bids will be received online via PennBid until 11:00 AM on Tuesday, April 28, 2026, with public opening and reading at 1:00 PM at the East Bradford Township Building located at 676 Copeland School Road, West Chester, PA 19380. The Board of Supervisors will award the contract at a subsequent public meeting with date and time to be announced at the bid opening. No pre-bid meeting is scheduled, and bidders are responsible for investigating the project site independently. The contract documents include 13 sheets of detailed construction plans, erosion and sedimentation control specifications, post-construction stormwater management details, and standard construction specifications prepared by Carroll Engineering Corporation.

Each bid must be accompanied by a certified check or bid bond equal to 10 percent of the total bid price drawn to the order of East Bradford Township. The selected bidder will be required to provide both a Performance Bond and Payment Bond, each in the amount of 100 percent of the contract value, issued by a surety licensed to conduct business in Pennsylvania. This project constitutes public works by a public body under the Pennsylvania Prevailing Wage Act, requiring that all workmen employed on the project receive prevailing minimum wage rates as promulgated by the Pennsylvania Secretary of Labor. All bid documents and solicitation details are available electronically at no cost through PennBid, though the low bidder is responsible for a PennBid processing fee. No bid may be withdrawn within 60 days of the bid opening date. The township reserves the right to reject any and all bids and to waive any bidding informalities.

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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

NORTH

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ACT 287 - LIST OF UNDERGROUND USERS

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USER'S NAME:

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ADDRESS:

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CONTACT INFORMATION:

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TOWNSHIP OF EAST BRADFORD

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676 COPELAND SCHOOL ROAD

AutoCAD SHX Text 610-436-5108

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WEST CHESTER, PA 19380

AutoCAD SHX Text rbehmke@eastbradford.org

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ATTN: RANDY BEHMKE

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CARROLL ENGINEERING CORPORATION

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949 EASTON ROAD

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(215) 343-5700 EXT 245

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WARRINGTON, PA 18976

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ATTN: LAURA DEPAUL

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COMCAST

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1250 HADDONFIELD-BERLIN ROAD

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(484) 368-4391

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CHERRY HILL, NJ 08034

AutoCAD SHX Text wyatt_parish@cable.comcast.com

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ATTN: WYATT PARRISH

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PECO AN EXELON COMPANY

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C/O USIC

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(484) 681-5720

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450 S HENDERSON ROAD SUITE B

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KING OF PRUSSIA, PA 19406

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ATTN: NIKKIA SIMPKINS

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VERIZON BUISNESS FORNERLY MCI

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7000 WESTON PKWY

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(919) 414-2782

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CARY, NC 27513

AutoCAD SHX Text victor.s.wood@verizon.com

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ATTN: VICTOR WOOD

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CHESTER COUNTY HEALTH DEPARTMENT

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601 WESTTOWN ROAD

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(610) 344-6225

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SUITE 295

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WEST CHESTER, PA 19380

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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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EAST BRADFORD, PENNSYLVANIA 19380

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676 COPELAND SCHOOL ROAD

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EAST BRADFORD TOWNSHIP

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CHESTER COUNTY, PENNSYLVANIA

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EAST BRADFORD TOWNSHIP

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STORM WATER IMPROVEMENTS

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SHADOW WOOD DRIVE

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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!

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MARCH 2026

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LOCATION MAP

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SCALE: 1"=2000'

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PROJECT SITE

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SERIAL NUMBER: 20252390939

AutoCAD SHX Text SURVEY NOTES: 1. TOPOGRAPHIC SURVEY WAS PERFORMED BY CARROLL ENGINEERING TOPOGRAPHIC SURVEY WAS PERFORMED BY CARROLL ENGINEERING CORPORATION IN JANUARY OF 2019 AND REPRESENTS EXISTING CONDITIONS AT THAT TIME. 2. HORIZONTAL DATUM IS NAD 1983 (PA STATE PLANE SOUTH). HORIZONTAL DATUM IS NAD 1983 (PA STATE PLANE SOUTH). 3. VERTICAL DATUM IS NAVD 88. VERTICAL DATUM IS NAVD 88. 4. LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN DEVELOPED LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM ABOVE GROUND OBSERVATIONS AT THE SITE. COMPLETENESS OR ACCURACY OF LOCATION CANNOT BE GUARANTEED. ALL CONTRACTORS AND OTHER PERSONS UTILIZING THIS PLAN AND THE INFORMATION CONTAINED HEREON ARE CAUTIONED TO COMPLY WITH THE REQUIREMENTS OF THE PENNSYLVANIA ACT 287, AS AMENDED, TITLED “EXCAVATION AND DEMOLITION EXCAVATION AND DEMOLITION WORK PROTECTION OF UNDERGROUND UTILITIES”. EACH INDIVIDUAL USING THIS . EACH INDIVIDUAL USING THIS PLAN MUST VERIFY THE DEPTH AND LOCATION OF ALL UNDERGROUND FACILITIES BEFORE STARTING WORK. 5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE REPORT. ADDITIONAL EASEMENTS AND/OR RIGHT-OF-WAYS MAY EXIST. 6. PROPERTY LINES AND RIGHT-OF-WAYS SHOWN ARE BASED ON LOCATED PROPERTY LINES AND RIGHT-OF-WAYS SHOWN ARE BASED ON LOCATED MONUMENTATIONS, PHYSICAL ROAD LOCATION AND THE FOLLOWING RECORDED PLANS: RECORDED PLAN PREPARED BY BERGER & HAYES, INC., TITLED “SHADOW SHADOW WOOD - FINAL PLAN”, DATED MARCH 11, 1986, AND LAST REVISED AUGUST , DATED MARCH 11, 1986, AND LAST REVISED AUGUST 28, 1986. (RECORD PLAN #6727). RECORDED PLAN PREPARED BY NAVE, NEWELL, & STAMPFL, LTD., TITLED GLENLOCK WEST”, DATED JANUARY 25, 1995, AND LAST REVISED MARCH 3, , DATED JANUARY 25, 1995, AND LAST REVISED MARCH 3, 1995. (RECORD PLAN #13362). CARROLL ENGINEERING DID NOT PERFORM A BOUNDARY SURVEY FOR ANY PROPERTY SHOWN ON THIS PLAN. PROPERTY LINES AND RIGHT-OF-WAYS ARE CONSIDERED APPROXIMATE.

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INDEX OF DRAWINGS

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SHEET NO.

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DWG NO.

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DESCRIPTION

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COVER SHEET

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VF-101

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EXISTING FEATURES & DEMOLITION PLAN

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CS-101

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SITE & UTILITIES PLAN

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CS-201

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STORM PROFILES

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CJ-501

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EROSION & SEDIMENTATION CONTROL NOTES

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CJ-502

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EROSION & SEDIMENTATION CONTROL DETAILS

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CJ-503

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POST CONSTRUCTION STORMWATER MANAGEMENT DETAILS

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CJ-101

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EROSION & SEDIMENTATION CONTROL PLAN

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CS-501

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SITE DETAILS

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CS-101A

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SITE & UTILITIES PLAN - ALTERNATE

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CJ-503A

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POST CONSTRUCTION STORMWATER MANAGEMENT DETAILS - ALTERNATE

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CS-201A

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STORM PROFILES - ALTERNATE

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CS-501A

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SITE DETAILS - ALTERNATE

NORTH

Carroll Engineering Corporation

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

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

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

www.carrollengineering.com

( IN FEET )

12.5 25 50 100

1 inch = 25 ft.

GRAPHIC SCALE

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2.5' PROPANE TANK(PREVIOUSLY REMOVED)

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4' HIGH SPLITRAIL FENCE

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4' HIGH SPLITRAIL FENCE

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STONE DRIVEWAY

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WOODS

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WOODS

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WOODS

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WOODS

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WOODS

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WOODS

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1.5' PROPANE LID

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LANDSCAPING

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BITUMINOUS CONCRETE DRIVEWAY

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BITUMINOUS CONCRETE DRIVEWAY

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LANDSCAPING

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SHADOW WOOD DRIVE

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BITUMINOUS CONCRETE DRIVEWAY

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BITUMINOUS CONCRETE DRIVEWAY

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BITUMINOUS CONCRETE DRIVEWAY

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BITUMINOUS CONCRETE DRIVEWAY

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BITUMINOUS CONCRETE DRIVEWAY

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BITUMINOUS CONCRETE DRIVEWAY

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BUSHES

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LANDS N/L GARRY T & KAREN A TRIMBLE PARCEL ID 51-2-7.1J 1104 SHADOW WOOD DRIVE

AutoCAD SHX Text LANDS N/L MICHAEL LAVERTY & AMY LAVERTY PARCEL ID 51-2-7.1H 1106 SHADOW WOOD DRIVE

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LANDS N/L PAUL M. & JULIE R. DIAZ PARCEL ID 51-2-7.1G 1108 SHADOW WOOD DRIVE

AutoCAD SHX Text LANDS N/L KURT ASTHEIMER & KAREN ASTHEIMER PARCEL ID 51-2-4.1A 1309 SKELP LEVEL ROAD

AutoCAD SHX Text LANDS N/L RICHARD BRAUER & KELLY BRAUER PARCEL ID 51-2-7.1F 1111 SHADOW WOOD DRIVE

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LANDS N/L JOHN H. & KAREN M. SMITH PARCEL ID 51-2-7.1E 1109 SHADOW WOOD DRIVE

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LANDS N/L TMN PROPERTIES LLC PARCEL ID 51-2-7.1D 1107 SHADOW WOOD DRIVE

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WOODS

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PLANTER

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DWELLING

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DWELLING

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DWELLING

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DWELLING

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DWELLING

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DWELLING

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BRICK WALKWAY

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BRICK WALKWAY

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SLATE WALKWAY

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BRICK

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DECK

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DECK

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CONCRETE WALKWAY

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BRICK WALKWAY

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BRICK WALKWAY

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SWALE

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4' HIGH WIRE FENCE

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4' HIGH WIRE FENCE

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4' HIGH METAL FENCE

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4' HIGH METAL FENCE

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GRAVEL DRIVEWAY

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PROPOSED SAWCUT

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PROPOSED SAWCUT

AutoCAD SHX Text CONTRACTOR SHALL RETURN ALL LANDSCAPING, FENCING, WALKWAYS, ETC. TO PRE-EXISTING CONDITION BY THE END OF THE PROJECT.

AutoCAD SHX Text EXISTING UNDERGROUND STONE BED (APPROX.) TO BE REMOVED TO EXTENT REQUIRED FOR PROPOSED IMPROVEMENTS

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INITIALS

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DESCRIPTION

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DATE

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NO.

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SITUATED IN

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PREPARED FOR

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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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DRAWER NUMBER

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DRAWING NUMBER

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SHEETS

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SJD

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EASEMENT REVISIONS

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CAP

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LABEL REVISIONS

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SJD

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DRIVEWAY/CURBLINE REVISIONS

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676 COPELAND SCHOOL ROAD

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EAST BRADFORD, PA 19380

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EAST BRADFORD TOWNSHIP

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EAST BRADFORD TOWNSHIP, CHESTER COUNTY, PENNSYLVANIA

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SHADOW WOOD DRIVE

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STORM SEWER IMPROVEMENTS

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AS SHOWN

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CAP

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SJD

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SJD

AutoCAD SHX Text 25-9850.00

AutoCAD SHX Text 02-17-2026

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EXISTING FEATURES LEGEND:

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SOILS DELINEATOR

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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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TYPE "M" INLET

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STORM SEWER

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UTILITY POLE

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CLEANOUT

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WATER VALVE

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FIRE HYDRANT

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WATER MAIN

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SOILS LINE

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SANITARY SEWER

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SANITARY MANHOLE

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CONTOURS

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TREE LINE/HEDGEROW

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EASEMENT LINE

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PROPERTY LINE

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WATER DELINEATOR

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LIGHT POLE

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FENCE

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SIGN POSTS

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GAS LINE

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UNDERGROUND ELECTRIC LINE

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WATER SERVICE LINE

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CURB LINE

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GAS VALVE

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TYPE "C" INLET

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STREET SIGN

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SLAT

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SANITARY SEWER LATERAL

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GAS SERVICE

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CENTERLINE

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DIRECTION OF FLOW

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RIGHT-OF-WAY LINE

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ELECTRIC BOX

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CURB DEPRESSION

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SOLID WHITE LINE

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MAILBOX

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BOLLARD

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YARD HYDRANT

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OHW

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OVERHEAD WIRE

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BUSH/SHRUB

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EXISTING FEATURES & DEMOLITION PLAN

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VF-101

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SWALE

Carroll Engineering Corporation

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

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

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

www.carrollengineering.com

( IN FEET )

12.5 25 50 100

1 inch = 25 ft.

GRAPHIC SCALE

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2.5' PROPANE TANK(PREVIOUSLY REMOVED)

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4' HIGH SPLITRAIL FENCE

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4' HIGH SPLITRAIL FENCE

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STONE DRIVEWAY

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WOODS

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WOODS

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WOODS

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WOODS

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WOODS

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WOODS

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1.5' PROPANE LID

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LANDSCAPING

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BITUMINOUS CONCRETE DRIVEWAY

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BITUMINOUS CONCRETE DRIVEWAY

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LANDSCAPING

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SHADOW WOOD DRIVE

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BITUMINOUS CONCRETE DRIVEWAY

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BITUMINOUS CONCRETE DRIVEWAY

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BITUMINOUS CONCRETE DRIVEWAY

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BITUMINOUS CONCRETE DRIVEWAY

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BITUMINOUS CONCRETE DRIVEWAY

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BITUMINOUS CONCRETE DRIVEWAY

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BUSHES

AutoCAD SHX Text LANDS N/L MICHAEL LAVERTY & AMY LAVERTY PARCEL ID 51-2-7.1H 1106 SHADOW WOOD DRIVE

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LANDS N/L PAUL M. & JULIE R. DIAZ PARCEL ID 51-2-7.1G 1108 SHADOW WOOD DRIVE

AutoCAD SHX Text LANDS N/L KURT ASTHEIMER & KAREN ASTHEIMER PARCEL ID 51-2-4.1A 1309 SKELP LEVEL ROAD

AutoCAD SHX Text LANDS N/L RICHARD BRAUER & KELLY BRAUER PARCEL ID 51-2-7.1F 1111 SHADOW WOOD DRIVE

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LANDS N/L JOHN H. & KAREN M. SMITH PARCEL ID 51-2-7.1E 1109 SHADOW WOOD DRIVE

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LANDS N/L TMN PROPERTIES LLC PARCEL ID 51-2-7.1D 1107 SHADOW WOOD DRIVE

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WOODS

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PLANTER

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DWELLING

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DWELLING

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DWELLING

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DWELLING

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DWELLING

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DWELLING

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BRICK WALKWAY

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BRICK WALKWAY

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SLATE WALKWAY

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BRICK

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DECK

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DECK

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CONCRETE WALKWAY

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BRICK WALKWAY

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SWALE

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4' HIGH WIRE FENCE

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4' HIGH WIRE FENCE

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4' HIGH METAL FENCE

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4' HIGH METAL FENCE

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GRAVEL DRIVEWAY

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FULL REVEAL TC 479.50 BC 479.00

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FULL REVEAL TC 480.50 BC 480.00

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FULL REVEAL TC 479.50 BC 479.00

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PROPOSED UNDERGROUND SWM BASIN - 24" PERFORATED PIPES APPROX. 46' L X 21' W

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RIDGELINE G 481.50

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PROPOSED STORM SEWER EASEMENT

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PROPOSED STORM SEWER EASEMENT

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AutoCAD SHX Text CONTRACTOR SHALL RETURN ALL LANDSCAPING, FENCING, WALKWAYS, ETC. TO PRE-EXISTING CONDITION BY THE END OF THE PROJECT.

AutoCAD SHX Text GRANTEE SHALL RECONSTRUCT THE EXISTING DRIVEWAY AREA WITHIN THE RIGHT-OF-WAY OF SHADOW WOOD DRIVE AND TO THE PROJECT LIMITS BEYOND THE RIGHT-OF-WAY OF SHADOW WOOD DRIVE AS DEPICTED ON THE CONSTRUCTION PLANS. GRANTOR SHALL ALLOW TEMPORARY ACCESS TO THIS AREA BY GRANTEE TO COMPLETE THE REPAIR AND MAINTAIN THE REPAIR FOR A PERIOD OF ONE YEAR AFTER CONSTRUCTION IS COMPLETED. ONE YEAR AFTER THE CONSTRUCTION IS COMPLETED, THE GRANTOR, THEIR SUCCESSORS OR ASSIGNS SHALL BE RESPONSIBLE FOR PERPETUAL MAINTENANCE OF THE RECONSTRUCTED AREA.

AutoCAD SHX Text THE CURBING DEPICTED ON THE CONSTRUCTION PLANS LOCATED ON THE GRANTOR'S LOT USED TO DIRECT RUNOFF INTO THE DRAINAGE SYSTEM SHALL BE BELGIAN BLOCK CURBING AS DEPICTED ON THE CONSTRUCTION PLAN DETAILS.

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FULL REVEAL TC 480.50 BC 480.00

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AutoCAD SHX Text THE BELGIAN BLOCK CURBING SHALL FOLLOW THE GRANTOR'S EXISTING GRAVEL DRIVEWAY. THE GRAVEL DRIVEWAY SHALL BE MAINTAINED AS IS TODAY AND ANY DAMAGE INCURRED DURING CONSTRUCTION MUST BE REPAIRED TO PRE-EXSTING CONDITION.

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FULL REVEAL TC 481.44 BC 480.96

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PROPOSED WALTER QUALITY FILTERS ON ALL INLETS

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PROPOSED WALTER QUALITY FILTERS ON ALL INLETS

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EXISTING FEATURES LEGEND:

AutoCAD SHX Text UsB

AutoCAD SHX Text

SOILS DELINEATOR

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DECIDUOUS TREE

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EVERGREEN TREE

AutoCAD SHX Text

UTILITY POLE W/GUY WIRE

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TYPE "M" INLET

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STORM SEWER

AutoCAD SHX Text C/O

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

UTILITY POLE

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CLEANOUT

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WATER VALVE

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FIRE HYDRANT

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WATER MAIN

AutoCAD SHX Text S

AutoCAD SHX Text

SOILS LINE

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SANITARY SEWER

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SANITARY MANHOLE

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CONTOURS

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TREE LINE/HEDGEROW

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EASEMENT LINE

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PROPERTY LINE

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WATER DELINEATOR

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LIGHT POLE

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FENCE

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AutoCAD SHX Text

SIGN POSTS

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AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

GAS LINE

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UNDERGROUND ELECTRIC LINE

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WATER SERVICE LINE

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CURB LINE

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GAS VALVE

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TYPE "C" INLET

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STREET SIGN

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SLAT

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SANITARY SEWER LATERAL

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GAS SERVICE

AutoCAD SHX Text G

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CENTERLINE

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DIRECTION OF FLOW

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RIGHT-OF-WAY LINE

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ELECTRIC BOX

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CURB DEPRESSION

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SOLID WHITE LINE

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MAILBOX

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BOLLARD

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YARD HYDRANT

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OHW

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OVERHEAD WIRE

AutoCAD SHX Text 4" S/W/L

AutoCAD SHX Text

BUSH/SHRUB

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SITE & UTILITY PLAN

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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.

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SITUATED IN

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PREPARED FOR

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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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DRAWER NUMBER

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DRAWING NUMBER

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SHEETS

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SJD

AutoCAD SHX Text

EASEMENT REVISIONS

AutoCAD SHX Text 2-17-26

AutoCAD SHX Text

CAP

AutoCAD SHX Text

LABEL REVISIONS

AutoCAD SHX Text 3-5-26

AutoCAD SHX Text

SJD

AutoCAD SHX Text

DRIVEWAY/CURBLINE REVISIONS

AutoCAD SHX Text 3-13-26

AutoCAD SHX Text

676 COPELAND SCHOOL ROAD

AutoCAD SHX Text

EAST BRADFORD, PA 19380

AutoCAD SHX Text

EAST BRADFORD TOWNSHIP

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EAST BRADFORD TOWNSHIP, CHESTER COUNTY, PENNSYLVANIA

AutoCAD SHX Text

SHADOW WOOD DRIVE

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STORM SEWER IMPROVEMENTS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

CAP

AutoCAD SHX Text

SJD

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SJD

AutoCAD SHX Text 25-9850.00

AutoCAD SHX Text 02-17-2026

AutoCAD SHX Text

CS-101

AutoCAD SHX Text

PROPOSED FEATURES LEGEND:

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STORM PIPE

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FULL DEPTH ASPHALT PAVING

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STORM STRUCTURE

AutoCAD SHX Text S

AutoCAD SHX Text

BELGIAN BLOCK CURB

AutoCAD SHX Text

FULL REVEAL TC 480.50 BC 480.00

AutoCAD SHX Text

SPOT ELEVATION

AutoCAD SHX Text

CONTOUR ELEVATION

AutoCAD SHX Text

STORMWATER EASEMENT

Carroll Engineering Corporation

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

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

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

www.carrollengineering.com

( IN FEET )

12.5 25 50 100

1 inch = 25 ft.

GRAPHIC SCALE

AutoCAD SHX Text

2.5' PROPANE TANK(PREVIOUSLY REMOVED)

AutoCAD SHX Text

4' HIGH SPLITRAIL FENCE

AutoCAD SHX Text

4' HIGH SPLITRAIL FENCE

AutoCAD SHX Text

STONE DRIVEWAY

AutoCAD SHX Text

WOODS

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WOODS

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WOODS

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WOODS

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WOODS

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WOODS

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1.5' PROPANE LID

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LANDSCAPING

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BITUMINOUS CONCRETE DRIVEWAY

AutoCAD SHX Text

BITUMINOUS CONCRETE DRIVEWAY

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

SHADOW WOOD DRIVE

AutoCAD SHX Text

BITUMINOUS CONCRETE DRIVEWAY

AutoCAD SHX Text

BITUMINOUS CONCRETE DRIVEWAY

AutoCAD SHX Text

BITUMINOUS CONCRETE DRIVEWAY

AutoCAD SHX Text

BITUMINOUS CONCRETE DRIVEWAY

AutoCAD SHX Text

BITUMINOUS CONCRETE DRIVEWAY

AutoCAD SHX Text

BITUMINOUS CONCRETE DRIVEWAY

AutoCAD SHX Text

BUSHES

AutoCAD SHX Text LANDS N/L MICHAEL LAVERTY & AMY LAVERTY PARCEL ID 51-2-7.1H 1106 SHADOW WOOD DRIVE

AutoCAD SHX Text

LANDS N/L PAUL M. & JULIE R. DIAZ PARCEL ID 51-2-7.1G 1108 SHADOW WOOD DRIVE

AutoCAD SHX Text LANDS N/L KURT ASTHEIMER & KAREN ASTHEIMER PARCEL ID 51-2-4.1A 1309 SKELP LEVEL ROAD

AutoCAD SHX Text LANDS N/L RICHARD BRAUER & KELLY BRAUER PARCEL ID 51-2-7.1F 1111 SHADOW WOOD DRIVE

AutoCAD SHX Text

LANDS N/L JOHN H. & KAREN M. SMITH PARCEL ID 51-2-7.1E 1109 SHADOW WOOD DRIVE

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LANDS N/L TMN PROPERTIES LLC PARCEL ID 51-2-7.1D 1107 SHADOW WOOD DRIVE

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WOODS

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PLANTER

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DWELLING

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DWELLING

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DWELLING

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DWELLING

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DWELLING

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DWELLING

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BRICK WALKWAY

AutoCAD SHX Text

BRICK WALKWAY

AutoCAD SHX Text

SLATE WALKWAY

AutoCAD SHX Text

BRICK

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DECK

AutoCAD SHX Text

DECK

AutoCAD SHX Text

CONCRETE WALKWAY

AutoCAD SHX Text

BRICK WALKWAY

AutoCAD SHX Text

SWALE

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4' HIGH WIRE FENCE

AutoCAD SHX Text

4' HIGH WIRE FENCE

AutoCAD SHX Text

4' HIGH METAL FENCE

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4' HIGH METAL FENCE

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GRAVEL DRIVEWAY

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FULL REVEAL TC 480.50 BC 480.00

AutoCAD SHX Text

FULL REVEAL TC 479.50 BC 479.00

AutoCAD SHX Text

FULL REVEAL TC 480.50 BC 480.00

AutoCAD SHX Text

FULL REVEAL TC 479.50 BC 479.00

AutoCAD SHX Text

PROPOSED UNDERGROUND SWM BASIN - 24" PERFORATED PIPES APPROX. 46' L X 45' W

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RIDGELINE G 481.50

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PROPOSED STORMWATER EASEMENT

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PROPOSED STORMWATER EASEMENT

AutoCAD SHX Text

AutoCAD SHX Text 9'

AutoCAD SHX Text 13.5'

AutoCAD SHX Text CONTRACTOR SHALL RETURN ALL LANDSCAPING, FENCING, WALKWAYS, ETC. TO PRE-EXISTING CONDITION BY THE END OF THE PROJECT.

AutoCAD SHX Text

FULL REVEAL TC 481.44 BC 480.96

AutoCAD SHX Text

PROPOSED WALTER QUALITY FILTERS ON ALL INLETS

AutoCAD SHX Text

PROPOSED WALTER QUALITY FILTERS ON ALL INLETS

AutoCAD SHX Text

EXISTING FEATURES LEGEND:

AutoCAD SHX Text UsB

AutoCAD SHX Text

SOILS DELINEATOR

AutoCAD SHX Text

DECIDUOUS TREE

AutoCAD SHX Text

EVERGREEN TREE

AutoCAD SHX Text

UTILITY POLE W/GUY WIRE

AutoCAD SHX Text

TYPE "M" INLET

AutoCAD SHX Text

STORM SEWER

AutoCAD SHX Text C/O

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

UTILITY POLE

AutoCAD SHX Text

CLEANOUT

AutoCAD SHX Text

WATER VALVE

AutoCAD SHX Text

FIRE HYDRANT

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text S

AutoCAD SHX Text

SOILS LINE

AutoCAD SHX Text

SANITARY SEWER

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

CONTOURS

AutoCAD SHX Text

TREE LINE/HEDGEROW

AutoCAD SHX Text

EASEMENT LINE

AutoCAD SHX Text

PROPERTY LINE

AutoCAD SHX Text

WATER DELINEATOR

AutoCAD SHX Text

LIGHT POLE

AutoCAD SHX Text

FENCE

AutoCAD SHX Text X

AutoCAD SHX Text

SIGN POSTS

AutoCAD SHX Text

AutoCAD SHX Text W

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

GAS LINE

AutoCAD SHX Text

UNDERGROUND ELECTRIC LINE

AutoCAD SHX Text

WATER SERVICE LINE

AutoCAD SHX Text

CURB LINE

AutoCAD SHX Text

GAS VALVE

AutoCAD SHX Text

TYPE "C" INLET

AutoCAD SHX Text

STREET SIGN

AutoCAD SHX Text

SLAT

AutoCAD SHX Text

SANITARY SEWER LATERAL

AutoCAD SHX Text

GAS SERVICE

AutoCAD SHX Text G

AutoCAD SHX Text

CENTERLINE

AutoCAD SHX Text

DIRECTION OF FLOW

AutoCAD SHX Text

RIGHT-OF-WAY LINE

AutoCAD SHX Text

ELECTRIC BOX

AutoCAD SHX Text

CURB DEPRESSION

AutoCAD SHX Text

SOLID WHITE LINE

AutoCAD SHX Text

MAILBOX

AutoCAD SHX Text

BOLLARD

AutoCAD SHX Text

YARD HYDRANT

AutoCAD SHX Text

OHW

AutoCAD SHX Text

OVERHEAD WIRE

AutoCAD SHX Text 4" S/W/L

AutoCAD SHX Text

BUSH/SHRUB

AutoCAD SHX Text

SITE & UTILITY PLAN - ALTERNATE

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

INITIALS

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DESCRIPTION

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DATE

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NO.

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SITUATED IN

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PREPARED FOR

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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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DRAWER NUMBER

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DRAWING NUMBER

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SHEETS

AutoCAD SHX Text

SJD

AutoCAD SHX Text

EASEMENT REVISIONS

AutoCAD SHX Text 2-17-26

AutoCAD SHX Text

CAP

AutoCAD SHX Text

LABEL REVISIONS

AutoCAD SHX Text 3-5-26

AutoCAD SHX Text

SJD

AutoCAD SHX Text

DRIVEWAY/CURBLINE REVISIONS

AutoCAD SHX Text 3-13-26

AutoCAD SHX Text

676 COPELAND SCHOOL ROAD

AutoCAD SHX Text

EAST BRADFORD, PA 19380

AutoCAD SHX Text

EAST BRADFORD TOWNSHIP

AutoCAD SHX Text

EAST BRADFORD TOWNSHIP, CHESTER COUNTY, PENNSYLVANIA

AutoCAD SHX Text

SHADOW WOOD DRIVE

AutoCAD SHX Text

STORM SEWER IMPROVEMENTS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

CAP

AutoCAD SHX Text

SJD

AutoCAD SHX Text

SJD

AutoCAD SHX Text 25-9850.00

AutoCAD SHX Text 02-17-2026

AutoCAD SHX Text

CS-101A

AutoCAD SHX Text

PROPOSED FEATURES LEGEND:

AutoCAD SHX Text

STORM PIPE

AutoCAD SHX Text

FULL DEPTH ASPHALT PAVING

AutoCAD SHX Text

STORM STRUCTURE

AutoCAD SHX Text S

AutoCAD SHX Text

BELGIAN BLOCK CURB

AutoCAD SHX Text

FULL REVEAL TC 480.50 BC 480.00

AutoCAD SHX Text

SPOT ELEVATION

AutoCAD SHX Text

CONTOUR ELEVATION

AutoCAD SHX Text

STORMWATER EASEMENT

-ALTERNATE DESIGN CHANGES

SCALE: HORIZ 1"=25'

VERT 1"=5'

SCALE: HORIZ 1"=25'

VERT 1"=5'

SCALE: HORIZ 1"=25'

VERT 1"=5'

Carroll Engineering Corporation

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

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

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

www.carrollengineering.com

AutoCAD SHX Text

PROPOSED UNDERGROUND STORMWATER BASIN - 24" PERFORATED PIPES INV. IN = 475.50

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

PROPOSED UNDERGROUND STORMWATER BASIN - 24" PERFORATED PIPES INV. IN = 475.50

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

PROPOSED GRADE

AutoCAD SHX Text

PROPOSED GRADE

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IN-1 TWIN TYPE 'M' INLET GRATE:478.75 INV OUT:475.82

AutoCAD SHX Text

INV OUT: 471.76

AutoCAD SHX Text

STORM PROFILES

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

INITIALS

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DESCRIPTION

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DATE

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NO.

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SITUATED IN

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PREPARED FOR

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CADD FILE

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DSG BY

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DWN BY

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CKD BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

JOB NO

AutoCAD SHX Text

SCALE

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SHEET

AutoCAD SHX Text

DRAWER NUMBER

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

SJD

AutoCAD SHX Text

EASEMENT REVISIONS

AutoCAD SHX Text 2-17-26

AutoCAD SHX Text

CAP

AutoCAD SHX Text

LABEL REVISIONS

AutoCAD SHX Text 3-5-26

AutoCAD SHX Text

SJD

AutoCAD SHX Text

DRIVEWAY/CURBLINE REVISIONS

AutoCAD SHX Text 3-13-26

AutoCAD SHX Text

676 COPELAND SCHOOL ROAD

AutoCAD SHX Text

EAST BRADFORD, PA 19380

AutoCAD SHX Text

EAST BRADFORD TOWNSHIP

AutoCAD SHX Text

EAST BRADFORD TOWNSHIP, CHESTER COUNTY, PENNSYLVANIA

AutoCAD SHX Text

SHADOW WOOD DRIVE

AutoCAD SHX Text

STORM SEWER IMPROVEMENTS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

CAP

AutoCAD SHX Text

SJD

AutoCAD SHX Text

SJD

AutoCAD SHX Text 25-9850.00

AutoCAD SHX Text 02-17-2026

AutoCAD SHX Text

CS-201

SCALE: HORIZ 1"=25'

VERT 1"=5'

SCALE: HORIZ 1"=25'

VERT 1"=5'

SCALE: HORIZ 1"=25'

VERT 1"=5'

Carroll Engineering Corporation

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

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

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

www.carrollengineering.com

AutoCAD SHX Text

PROPOSED UNDERGROUND STORMWATER BASIN - 24" PERFORATED PIPES INV. IN = 475.50

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

PROPOSED UNDERGROUND STORMWATER BASIN - 24" PERFORATED PIPES INV. IN = 475.50

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

EXISTING GRADE

AutoCAD SHX Text

PROPOSED GRADE

AutoCAD SHX Text

PROPOSED GRADE

AutoCAD SHX Text

STORM PROFILES - ALTERNATE

AutoCAD SHX Text

AutoCAD SHX Text C

AutoCAD SHX Text

INITIALS

AutoCAD SHX Text

DESCRIPTION

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DATE

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NO.

AutoCAD SHX Text

SITUATED IN

AutoCAD SHX Text

PREPARED FOR

AutoCAD SHX Text

CADD FILE

AutoCAD SHX Text

DSG BY

AutoCAD SHX Text

DWN BY

AutoCAD SHX Text

CKD BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

JOB NO

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

DRAWER NUMBER

AutoCAD SHX Text

DRAWING NUMBER

AutoCAD SHX Text

SHEETS

AutoCAD SHX Text

SJD

AutoCAD SHX Text

EASEMENT REVISIONS

AutoCAD SHX Text 2-17-26

AutoCAD SHX Text

CAP

AutoCAD SHX Text

LABEL REVISIONS

AutoCAD SHX Text 3-5-26

AutoCAD SHX Text

SJD

AutoCAD SHX Text

DRIVEWAY/CURBLINE REVISIONS

AutoCAD SHX Text 3-13-26

AutoCAD SHX Text

676 COPELAND SCHOOL ROAD

AutoCAD SHX Text

EAST BRADFORD, PA 19380

AutoCAD SHX Text

EAST BRADFORD TOWNSHIP

AutoCAD SHX Text

EAST BRADFORD TOWNSHIP, CHESTER COUNTY, PENNSYLVANIA

AutoCAD SHX Text

SHADOW WOOD DRIVE

AutoCAD SHX Text

STORM SEWER IMPROVEMENTS

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

CAP

AutoCAD SHX Text

SJD

AutoCAD SHX Text

SJD

AutoCAD SHX Text 25-9850.00

AutoCAD SHX Text 02-17-2026

AutoCAD SHX Text

CS-201A

AutoCAD SHX Text

-ALTERNATE DESIGN CHANGES

Carroll Engineering Corporation

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

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

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

www.carrollengineering.com

( IN FEET )

12.5 25 50 100

1 inch = 25 ft.

GRAPHIC SCALE

AutoCAD SHX Text

2.5' PROPANE TANK(PREVIOUSLY REMOVED)

AutoCAD SHX Text

4' HIGH SPLITRAIL FENCE

AutoCAD SHX Text

4' HIGH SPLITRAIL FENCE

AutoCAD SHX Text

STONE DRIVEWAY

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

1.5' PROPANE LID

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

BITUMINOUS CONCRETE DRIVEWAY

AutoCAD SHX Text

BITUMINOUS CONCRETE DRIVEWAY

AutoCAD SHX Text

LANDSCAPING

AutoCAD SHX Text

SHADOW WOOD DRIVE

AutoCAD SHX Text

BITUMINOUS CONCRETE DRIVEWAY

AutoCAD SHX Text

BITUMINOUS CONCRETE DRIVEWAY

AutoCAD SHX Text

BITUMINOUS CONCRETE DRIVEWAY

AutoCAD SHX Text

BITUMINOUS CONCRETE DRIVEWAY

AutoCAD SHX Text

BITUMINOUS CONCRETE DRIVEWAY

AutoCAD SHX Text

BITUMINOUS CONCRETE DRIVEWAY

AutoCAD SHX Text

BUSHES

AutoCAD SHX Text LANDS N/L MICHAEL LAVERTY & AMY LAVERTY PARCEL ID 51-2-7.1H 1106 SHADOW WOOD DRIVE

AutoCAD SHX Text

LANDS N/L PAUL M. & JULIE R. DIAZ PARCEL ID 51-2-7.1G 1108 SHADOW WOOD DRIVE

AutoCAD SHX Text LANDS N/L KURT ASTHEIMER & KAREN ASTHEIMER PARCEL ID 51-2-4.1A 1309 SKELP LEVEL ROAD

AutoCAD SHX Text LANDS N/L RICHARD BRAUER & KELLY BRAUER PARCEL ID 51-2-7.1F 1111 SHADOW WOOD DRIVE

AutoCAD SHX Text

LANDS N/L JOHN H. & KAREN M. SMITH PARCEL ID 51-2-7.1E 1109 SHADOW WOOD DRIVE

AutoCAD SHX Text

LANDS N/L TMN PROPERTIES LLC PARCEL ID 51-2-7.1D 1107 SHADOW WOOD DRIVE

AutoCAD SHX Text

WOODS

AutoCAD SHX Text

PLANTER

AutoCAD SHX Text

DWELLING

AutoCAD SHX Text

DWELLING

AutoCAD SHX Text

DWELLING

AutoCAD SHX Text

DWELLING

AutoCAD SHX Text

DWELLING

AutoCAD SHX Text

DWELLING

AutoCAD SHX Text

BRICK WALKWAY

AutoCAD SHX Text

BRICK WALKWAY

AutoCAD SHX Text

SLATE WALKWAY

AutoCAD SHX Text

BRICK

AutoCAD SHX Text

DECK

AutoCAD SHX Text

DECK

AutoCAD SHX Text

CONCRETE WALKWAY

AutoCAD SHX Text

BRICK WALKWAY

AutoCAD SHX Text

SWALE

AutoCAD SHX Text

4' HIGH WIRE FENCE

AutoCAD SHX Text

4' HIGH WIRE FENCE

AutoCAD SHX Text

4' HIGH METAL FENCE

AutoCAD SHX Text

4' HIGH METAL FENCE

AutoCAD SHX Text

GRAVEL DRIVEWAY

AutoCAD SHX Text

PROPOSED SAWCUT

AutoCAD SHX Text

PROPOSED SAWCUT

AutoCAD SHX Text

PROPOSED 18" COMPOST FILTER SOCK

AutoCAD SHX Text

PROPOSED INLET FILTER BAG

AutoCAD SHX Text

PROPOSED INLET FILTER BAG

AutoCAD SHX Text

PROPOSED TREE PROTECTION FENCING

AutoCAD SHX Text CONTRACTOR TO COORDINATE WITH HOMEOWNERS TO MAINTAIN ACCESS THROUGHOUT CONSTRUCTION

AutoCAD SHX Text

PROPOSED TREE PROTECTION FENCING

AutoCAD SHX Text

PROPOSED CONCRETE WASHOUT

AutoCAD SHX Text

LIMIT OF DISTURBANCE 0.30 ACRES

AutoCAD SHX Text

PROPOSED 18" COMPOST FILTER SOCK

AutoCAD SHX Text

PROPOSED INLET FILTER BAG

AutoCAD SHX Text

CONTRACTOR TO LOCATE & FENCE OFF UNDERGROUND WELL

AutoCAD SHX Text

CONTRACTOR TO LOCATE & FENCE OFF UNDERGROUND PROPANE TANK

AutoCAD SHX Text

AutoCAD SHX Text 9'

AutoCAD SHX Text 13.5'

AutoCAD SHX Text CONTRACTOR SHALL RETURN ALL LANDSCAPING, FENCING, WALKWAYS, ETC. TO PRE-EXISTING CONDITION BY THE END OF THE PROJECT.

AutoCAD SHX Text FILL IN ERODED AREAS AND TOP DRESS WITH IMPORTED TOPSOIL TO REESTABLISH UNIFORM GRADING & REVEGETATE AS LAWN AREA

AutoCAD SHX Text

EXISTING FEATURES LEGEND:

AutoCAD SHX Text UsB

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SOILS DELINEATOR

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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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TYPE "M" INLET

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STORM SEWER

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UTILITY POLE

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CLEANOUT

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WATER VALVE

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FIRE HYDRANT

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WATER MAIN

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SOILS LINE

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SANITARY SEWER

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SANITARY MANHOLE

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CONTOURS

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TREE LINE/HEDGEROW

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EASEMENT LINE

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PROPERTY LINE

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WATER DELINEATOR

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LIGHT POLE

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FENCE

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SIGN POSTS

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AutoCAD SHX Text G

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GAS LINE

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UNDERGROUND ELECTRIC LINE

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WATER SERVICE LINE

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CURB LINE

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GAS VALVE

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TYPE "C" INLET

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STREET SIGN

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SLAT

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SANITARY SEWER LATERAL

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GAS SERVICE

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CENTERLINE

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DIRECTION OF FLOW

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RIGHT-OF-WAY LINE

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ELECTRIC BOX

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CURB DEPRESSION

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SOLID WHITE LINE

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MAILBOX

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BOLLARD

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YARD HYDRANT

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OHW

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OVERHEAD WIRE

AutoCAD SHX Text 4" S/W/L

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BUSH/SHRUB

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EROSION & SEDIMENTATION CONTROL PLAN

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INITIALS

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DESCRIPTION

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DATE

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NO.

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SITUATED IN

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PREPARED FOR

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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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DRAWER NUMBER

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DRAWING NUMBER

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SHEETS

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SJD

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EASEMENT REVISIONS

AutoCAD SHX Text 2-17-26

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CAP

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LABEL REVISIONS

AutoCAD SHX Text 3-5-26

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SJD

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DRIVEWAY/CURBLINE REVISIONS

AutoCAD SHX Text 3-13-26

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676 COPELAND SCHOOL ROAD

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EAST BRADFORD, PA 19380

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EAST BRADFORD TOWNSHIP

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EAST BRADFORD TOWNSHIP, CHESTER COUNTY, PENNSYLVANIA

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SHADOW WOOD DRIVE

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STORM SEWER IMPROVEMENTS

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AS SHOWN

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CAP

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SJD

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SJD

AutoCAD SHX Text 25-9850.00

AutoCAD SHX Text 02-17-2026

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CJ-101

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PROPOSED FEATURES LEGEND:

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COMPOST FILTER SOCK

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SAWCUT

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LIMIT OF DISTURBANCE

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CONCRETE WASHOUT

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TREE PROTECTION FENCING

INLET FILTER BAG

Carroll Engineering Corporation

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

Phone: 908-874-7500

101 Larry Holmes, Suite 201 Easton, PA 18042

Phone: 610-989-4940

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

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

www.carrollengineering.com

AutoCAD SHX Text UTILITY LINE TRENCH EXCAVATION: A. GENERAL - EXPOSED TRENCH EXCAVATIONS HAVE HIGH POTENTIAL FOR ACCELERATED EROSION GENERAL - EXPOSED TRENCH EXCAVATIONS HAVE HIGH POTENTIAL FOR ACCELERATED EROSION - EXPOSED TRENCH EXCAVATIONS HAVE HIGH POTENTIAL FOR ACCELERATED EROSION - EXPOSED TRENCH EXCAVATIONS HAVE HIGH POTENTIAL FOR ACCELERATED EROSION EXPOSED TRENCH EXCAVATIONS HAVE HIGH POTENTIAL FOR ACCELERATED EROSION EXPOSED TRENCH EXCAVATIONS HAVE HIGH POTENTIAL FOR ACCELERATED EROSION TRENCH EXCAVATIONS HAVE HIGH POTENTIAL FOR ACCELERATED EROSION TRENCH EXCAVATIONS HAVE HIGH POTENTIAL FOR ACCELERATED EROSION EXCAVATIONS HAVE HIGH POTENTIAL FOR ACCELERATED EROSION EXCAVATIONS HAVE HIGH POTENTIAL FOR ACCELERATED EROSION HAVE HIGH POTENTIAL FOR ACCELERATED EROSION HAVE HIGH POTENTIAL FOR ACCELERATED EROSION HIGH POTENTIAL FOR ACCELERATED EROSION HIGH POTENTIAL FOR ACCELERATED EROSION POTENTIAL FOR ACCELERATED EROSION POTENTIAL FOR ACCELERATED EROSION FOR ACCELERATED EROSION FOR ACCELERATED EROSION ACCELERATED EROSION ACCELERATED EROSION EROSION EROSION AND SEDIMENT POLLUTION. SINCE THESE EXCAVATIONS ARE USUALLY LOCATED AT LOWER SEDIMENT POLLUTION. SINCE THESE EXCAVATIONS ARE USUALLY LOCATED AT LOWER SEDIMENT POLLUTION. SINCE THESE EXCAVATIONS ARE USUALLY LOCATED AT LOWER POLLUTION. SINCE THESE EXCAVATIONS ARE USUALLY LOCATED AT LOWER POLLUTION. SINCE THESE EXCAVATIONS ARE USUALLY LOCATED AT LOWER SINCE THESE EXCAVATIONS ARE USUALLY LOCATED AT LOWER SINCE THESE EXCAVATIONS ARE USUALLY LOCATED AT LOWER THESE EXCAVATIONS ARE USUALLY LOCATED AT LOWER THESE EXCAVATIONS ARE USUALLY LOCATED AT LOWER EXCAVATIONS ARE USUALLY LOCATED AT LOWER EXCAVATIONS ARE USUALLY LOCATED AT LOWER ARE USUALLY LOCATED AT LOWER ARE USUALLY LOCATED AT LOWER USUALLY LOCATED AT LOWER USUALLY LOCATED AT LOWER LOCATED AT LOWER LOCATED AT LOWER AT LOWER AT LOWER LOWER LOWER ELEVATIONS ALONG OR ACROSS EARTH DISTURBANCE SITES, OPEN TRENCHES SERVE TO ALONG OR ACROSS EARTH DISTURBANCE SITES, OPEN TRENCHES SERVE TO ALONG OR ACROSS EARTH DISTURBANCE SITES, OPEN TRENCHES SERVE TO OR ACROSS EARTH DISTURBANCE SITES, OPEN TRENCHES SERVE TO OR ACROSS EARTH DISTURBANCE SITES, OPEN TRENCHES SERVE TO ACROSS EARTH DISTURBANCE SITES, OPEN TRENCHES SERVE TO ACROSS EARTH DISTURBANCE SITES, OPEN TRENCHES SERVE TO EARTH DISTURBANCE SITES, OPEN TRENCHES SERVE TO EARTH DISTURBANCE SITES, OPEN TRENCHES SERVE TO DISTURBANCE SITES, OPEN TRENCHES SERVE TO DISTURBANCE SITES, OPEN TRENCHES SERVE TO SITES, OPEN TRENCHES SERVE TO SITES, OPEN TRENCHES SERVE TO OPEN TRENCHES SERVE TO OPEN TRENCHES SERVE TO TRENCHES SERVE TO TRENCHES SERVE TO SERVE TO SERVE TO TO TO CONCENTRATE SEDIMENT LADEN RUNOFF AND CONVEY IT TO SITE BOUNDARIES OR WATERWAYS. SEDIMENT LADEN RUNOFF AND CONVEY IT TO SITE BOUNDARIES OR WATERWAYS. SEDIMENT LADEN RUNOFF AND CONVEY IT TO SITE BOUNDARIES OR WATERWAYS. LADEN RUNOFF AND CONVEY IT TO SITE BOUNDARIES OR WATERWAYS. LADEN RUNOFF AND CONVEY IT TO SITE BOUNDARIES OR WATERWAYS. RUNOFF AND CONVEY IT TO SITE BOUNDARIES OR WATERWAYS. RUNOFF AND CONVEY IT TO SITE BOUNDARIES OR WATERWAYS. AND CONVEY IT TO SITE BOUNDARIES OR WATERWAYS. AND CONVEY IT TO SITE BOUNDARIES OR WATERWAYS. CONVEY IT TO SITE BOUNDARIES OR WATERWAYS. CONVEY IT TO SITE BOUNDARIES OR WATERWAYS. IT TO SITE BOUNDARIES OR WATERWAYS. IT TO SITE BOUNDARIES OR WATERWAYS. TO SITE BOUNDARIES OR WATERWAYS. TO SITE BOUNDARIES OR WATERWAYS. SITE BOUNDARIES OR WATERWAYS. SITE BOUNDARIES OR WATERWAYS. BOUNDARIES OR WATERWAYS. BOUNDARIES OR WATERWAYS. OR WATERWAYS. OR WATERWAYS. WATERWAYS. WATERWAYS. THE MOST IMPORTANT EROSION AND SEDIMENT POLLUTION CONTROL CONSIDERATION FOR TRENCH MOST IMPORTANT EROSION AND SEDIMENT POLLUTION CONTROL CONSIDERATION FOR TRENCH MOST IMPORTANT EROSION AND SEDIMENT POLLUTION CONTROL CONSIDERATION FOR TRENCH IMPORTANT EROSION AND SEDIMENT POLLUTION CONTROL CONSIDERATION FOR TRENCH IMPORTANT EROSION AND SEDIMENT POLLUTION CONTROL CONSIDERATION FOR TRENCH EROSION AND SEDIMENT POLLUTION CONTROL CONSIDERATION FOR TRENCH EROSION AND SEDIMENT POLLUTION CONTROL CONSIDERATION FOR TRENCH AND SEDIMENT POLLUTION CONTROL CONSIDERATION FOR TRENCH AND SEDIMENT POLLUTION CONTROL CONSIDERATION FOR TRENCH SEDIMENT POLLUTION CONTROL CONSIDERATION FOR TRENCH SEDIMENT POLLUTION CONTROL CONSIDERATION FOR TRENCH POLLUTION CONTROL CONSIDERATION FOR TRENCH POLLUTION CONTROL CONSIDERATION FOR TRENCH CONTROL CONSIDERATION FOR TRENCH CONTROL CONSIDERATION FOR TRENCH CONSIDERATION FOR TRENCH CONSIDERATION FOR TRENCH FOR TRENCH FOR TRENCH TRENCH TRENCH CONSTRUCTION IS THE LIMITING AND SPECIFIC SCHEDULING OF WORK ACTIVITIES. B. CONSTRUCTION REQUIREMENTS - CONSTRUCTION REQUIREMENTS - 1. LIMIT ADVANCE CLEARING AND GRUBBING OPERATIONS TO A DISTANCE EQUAL TO THE LENGTH LIMIT ADVANCE CLEARING AND GRUBBING OPERATIONS TO A DISTANCE EQUAL TO THE LENGTH ADVANCE CLEARING AND GRUBBING OPERATIONS TO A DISTANCE EQUAL TO THE LENGTH ADVANCE CLEARING AND GRUBBING OPERATIONS TO A DISTANCE EQUAL TO THE LENGTH CLEARING AND GRUBBING OPERATIONS TO A DISTANCE EQUAL TO THE LENGTH CLEARING AND GRUBBING OPERATIONS TO A DISTANCE EQUAL TO THE LENGTH AND GRUBBING OPERATIONS TO A DISTANCE EQUAL TO THE LENGTH AND GRUBBING OPERATIONS TO A DISTANCE EQUAL TO THE LENGTH GRUBBING OPERATIONS TO A DISTANCE EQUAL TO THE LENGTH GRUBBING OPERATIONS TO A DISTANCE EQUAL TO THE LENGTH OPERATIONS TO A DISTANCE EQUAL TO THE LENGTH OPERATIONS TO A DISTANCE EQUAL TO THE LENGTH TO A DISTANCE EQUAL TO THE LENGTH TO A DISTANCE EQUAL TO THE LENGTH A DISTANCE EQUAL TO THE LENGTH A DISTANCE EQUAL TO THE LENGTH DISTANCE EQUAL TO THE LENGTH DISTANCE EQUAL TO THE LENGTH EQUAL TO THE LENGTH EQUAL TO THE LENGTH TO THE LENGTH TO THE LENGTH THE LENGTH THE LENGTH LENGTH LENGTH OF PIPE INSTALLATION THAT CAN BE COMPLETED IN ONE DAY. 2. LIMIT DAILY TRENCH EXCAVATION TO THE LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION LIMIT DAILY TRENCH EXCAVATION TO THE LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION DAILY TRENCH EXCAVATION TO THE LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION DAILY TRENCH EXCAVATION TO THE LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION TRENCH EXCAVATION TO THE LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION TRENCH EXCAVATION TO THE LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION EXCAVATION TO THE LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION EXCAVATION TO THE LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION TO THE LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION TO THE LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION THE LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION THE LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION OF PIPE PLACEMENT, PLUG INSTALLATION OF PIPE PLACEMENT, PLUG INSTALLATION PIPE PLACEMENT, PLUG INSTALLATION PIPE PLACEMENT, PLUG INSTALLATION PLACEMENT, PLUG INSTALLATION PLACEMENT, PLUG INSTALLATION PLUG INSTALLATION PLUG INSTALLATION INSTALLATION INSTALLATION AND BACKFILLING THAT CAN BE COMPLETED THE SAME DAY. 3. WATER WHICH ACCUMULATES IN THE OPEN TRENCH WILL BE COMPLETELY REMOVED BY WATER WHICH ACCUMULATES IN THE OPEN TRENCH WILL BE COMPLETELY REMOVED BY WHICH ACCUMULATES IN THE OPEN TRENCH WILL BE COMPLETELY REMOVED BY WHICH ACCUMULATES IN THE OPEN TRENCH WILL BE COMPLETELY REMOVED BY ACCUMULATES IN THE OPEN TRENCH WILL BE COMPLETELY REMOVED BY ACCUMULATES IN THE OPEN TRENCH WILL BE COMPLETELY REMOVED BY IN THE OPEN TRENCH WILL BE COMPLETELY REMOVED BY IN THE OPEN TRENCH WILL BE COMPLETELY REMOVED BY THE OPEN TRENCH WILL BE COMPLETELY REMOVED BY THE OPEN TRENCH WILL BE COMPLETELY REMOVED BY OPEN TRENCH WILL BE COMPLETELY REMOVED BY OPEN TRENCH WILL BE COMPLETELY REMOVED BY TRENCH WILL BE COMPLETELY REMOVED BY TRENCH WILL BE COMPLETELY REMOVED BY WILL BE COMPLETELY REMOVED BY WILL BE COMPLETELY REMOVED BY BE COMPLETELY REMOVED BY BE COMPLETELY REMOVED BY COMPLETELY REMOVED BY COMPLETELY REMOVED BY REMOVED BY REMOVED BY BY BY PUMPING BEFORE PIPE PLACEMENT AND/OR BACKFILL BEGINS. ALL WATER MUST BE PUMPED BEFORE PIPE PLACEMENT AND/OR BACKFILL BEGINS. ALL WATER MUST BE PUMPED BEFORE PIPE PLACEMENT AND/OR BACKFILL BEGINS. ALL WATER MUST BE PUMPED PIPE PLACEMENT AND/OR BACKFILL BEGINS. ALL WATER MUST BE PUMPED PIPE PLACEMENT AND/OR BACKFILL BEGINS. ALL WATER MUST BE PUMPED PLACEMENT AND/OR BACKFILL BEGINS. ALL WATER MUST BE PUMPED PLACEMENT AND/OR BACKFILL BEGINS. ALL WATER MUST BE PUMPED AND/OR BACKFILL BEGINS. ALL WATER MUST BE PUMPED AND/OR BACKFILL BEGINS. ALL WATER MUST BE PUMPED BACKFILL BEGINS. ALL WATER MUST BE PUMPED BACKFILL BEGINS. ALL WATER MUST BE PUMPED BEGINS. ALL WATER MUST BE PUMPED BEGINS. ALL WATER MUST BE PUMPED ALL WATER MUST BE PUMPED ALL WATER MUST BE PUMPED WATER MUST BE PUMPED WATER MUST BE PUMPED MUST BE PUMPED MUST BE PUMPED BE PUMPED BE PUMPED PUMPED PUMPED THROUGH A SEDIMENTATION BASIN/SILT BAG. 4.

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

File details come from the government source that posted it. Updated Apr 6, 2026.