1-03 - Contract Drawings.pdf

PDF 6 MB Posted Jul 7, 2026

Attached to: West Chester Pike Sewer Extension
Solicitation number: Not on record
Issued by: Chester County, Pennsylvania

About this file

Written by GovTribe AI · Jul 13, 2026

West Chester Pike Sewer Extension - Contract Drawings

This document comprises contract drawings prepared by Carroll Engineering Corporation for Willistown Township in Chester County, Pennsylvania, detailing the design of a low-pressure sanitary sewer extension project. The project encompasses the installation of approximately 2,578 linear feet of 1.5-inch, 2-inch, and 2.5-inch low-pressure sewer main with associated appurtenances along West Chester Pike (Pennsylvania Route 3) and Sagewood Drive. The drawings include five plan-and-profile sheets covering station 0+00 through 25+78, supplemented by detail sheets addressing sanitary sewer connections, trench restoration, traffic control, and erosion and sediment control measures. The project was surveyed in February 2015 using North American Datum 1983 (PA State Plane South) for horizontal reference and NAVD 1988 for vertical datum. The design incorporates pressure sewer lateral connection pits, directional drilling locations, and transitions between varying pipe sizes, with detailed specifications for bedding, backfill, and surface restoration in both paved roadways and unpaved areas. Contact information for existing utility providers—including Aqua Pennsylvania, Buckeye Partners, Comcast Cable, PECO Energy, Verizon Pennsylvania, and Willistown Township—is provided to facilitate coordination during construction.

The drawings emphasize compliance with Pennsylvania Act 287 regarding excavation and demolition work protection of underground utilities, with all contractors required to verify the depth and location of underground facilities before commencing work. The document includes comprehensive legends and soil classifications based on the Media Quadrangle survey, identifying soil types such as Bowmansville-Knauers, Doylestown, Lansdale, Lawrenceville, Readington, and Urban Land categories with varying slope percentages. Trench restoration details specify minimum cover requirements of 4 feet for the force main, 2A stone compaction standards for township roadways and state highways, and permanent asphalt pavement restoration utilizing Superpave mixture design specifications. The project documentation was issued for Department of Environmental Protection permit on June 10, 2016, and revised on May 28, 2026, indicating the extended timeline from initial design through bidding phase for this township infrastructure project.

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3-01 - Front End Documents.pdf	PDF	Jul 7, 2026
2-02 - Technicial Specifications.pdf	PDF	Jul 7, 2026
2-Lancaster Ave Interconnect GLG Bid Package.pdf	PDF	Jun 16, 2026
1-Lancaster Ave Interconnect GLG Plan Set.pdf	PDF	Jun 16, 2026
3-Division-23 - Heating, Ventilating, and Air-Conditioning (HVAC).pdf	PDF	Mar 30, 2026
2-Division-01 - General Requirements.pdf	PDF	Mar 30, 2026
1-Division-26 - Electrical.pdf	PDF	Mar 30, 2026
5-260327 - IFB Drawings HVAC and Electrical.pdf	PDF	Mar 30, 2026
4-Division-00 - Front End Specifications.pdf	PDF	Mar 30, 2026
6-24-5573.00 ADDENDUM NO 4.pdf	PDF	Jul 31, 2025
5-24-5573.00 ADDENDUM NO 3.pdf	PDF	Jul 31, 2025
1-24-5573.00 Project Manual.pdf	PDF	Jul 31, 2025
3-24-5573.00 ADDENDUM NO 1.pdf	PDF	Jul 31, 2025
2-24-5573.00 Televising Maps.pdf	PDF	Jul 31, 2025
4-24-5573.00 ADDENDUM NO 2.pdf	PDF	Jul 31, 2025

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Carroll Engineering Corporation www.carrollengineering.com

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

Fax: 215-343-0875

630 Freedom Business Center, Third Floor King of Prussia, PA 19406

Phone: 610-489-5100 Fax: 610-489-2674

105 Raider Boulevard, Suite 206 Hillsborough, NJ 08844

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

101 Lindenwood Drive, Suite 225 Malvern, PA 19355

Phone: 484-875-3075 Fax: 484-875-3178

NORTH

1-800-242-1776

C-

P O

T S

ROFEBL

P E N N S Y

ONE CA

UOY

SYSTEM

, IN

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WEST CHESTER PIKE

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GARRETT MILL RD

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MALVERN, PENNSYLVANIA 19355

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WILLISTOWN TOWNSHIP

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688 SUGARTOWN ROAD

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CHESTER COUNTY, PENNSYLVANIA

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WILLISTOWN TOWNSHIP

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PREPARED FOR:

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SITUATED IN:

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DRAWER NUMBER

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PREPARED BY:

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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WEST CHESTER PIKE SEWER EXTENSION

AutoCAD SHX Text LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM EXISTING OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM EXISTING OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM EXISTING EXISTING UTILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM EXISTING EXISTING UTILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM EXISTING UTILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM EXISTING UTILITIES SHOWN HEREON HAVE BEEN DEVELOPED FROM EXISTING SHOWN HEREON HAVE BEEN DEVELOPED FROM EXISTING SHOWN HEREON HAVE BEEN DEVELOPED FROM EXISTING HEREON HAVE BEEN DEVELOPED FROM EXISTING HEREON HAVE BEEN DEVELOPED FROM EXISTING HAVE BEEN DEVELOPED FROM EXISTING HAVE BEEN DEVELOPED FROM EXISTING BEEN DEVELOPED FROM EXISTING BEEN DEVELOPED FROM EXISTING DEVELOPED FROM EXISTING DEVELOPED FROM EXISTING FROM EXISTING FROM EXISTING EXISTING EXISTING RECORDS AND/OR ABOVE-GROUND OBSERVATIONS AT THE SITE. COMPLETENESS OR ACCURACY AND/OR ABOVE-GROUND OBSERVATIONS AT THE SITE. COMPLETENESS OR ACCURACY AND/OR ABOVE-GROUND OBSERVATIONS AT THE SITE. COMPLETENESS OR ACCURACY ABOVE-GROUND OBSERVATIONS AT THE SITE. COMPLETENESS OR ACCURACY ABOVE-GROUND OBSERVATIONS AT THE SITE. COMPLETENESS OR ACCURACY OBSERVATIONS AT THE SITE. COMPLETENESS OR ACCURACY OBSERVATIONS AT THE SITE. COMPLETENESS OR ACCURACY AT THE SITE. COMPLETENESS OR ACCURACY AT THE SITE. COMPLETENESS OR ACCURACY THE SITE. COMPLETENESS OR ACCURACY THE SITE. COMPLETENESS OR ACCURACY SITE. COMPLETENESS OR ACCURACY SITE. COMPLETENESS OR ACCURACY COMPLETENESS OR ACCURACY COMPLETENESS OR ACCURACY COMPLETENESS OR ACCURACY OR ACCURACY OR ACCURACY ACCURACY ACCURACY OF LOCATION CANNOT BE GUARANTEED. ALL CONTRACTORS AND OTHER PERSONS UTILIZING THIS LOCATION CANNOT BE GUARANTEED. ALL CONTRACTORS AND OTHER PERSONS UTILIZING THIS LOCATION CANNOT BE GUARANTEED. ALL CONTRACTORS AND OTHER PERSONS UTILIZING THIS CANNOT BE GUARANTEED. ALL CONTRACTORS AND OTHER PERSONS UTILIZING THIS CANNOT BE GUARANTEED. ALL CONTRACTORS AND OTHER PERSONS UTILIZING THIS BE GUARANTEED. ALL CONTRACTORS AND OTHER PERSONS UTILIZING THIS BE GUARANTEED. ALL CONTRACTORS AND OTHER PERSONS UTILIZING THIS GUARANTEED. ALL CONTRACTORS AND OTHER PERSONS UTILIZING THIS GUARANTEED. ALL CONTRACTORS AND OTHER PERSONS UTILIZING THIS ALL CONTRACTORS AND OTHER PERSONS UTILIZING THIS ALL CONTRACTORS AND OTHER PERSONS UTILIZING THIS ALL CONTRACTORS AND OTHER PERSONS UTILIZING THIS CONTRACTORS AND OTHER PERSONS UTILIZING THIS CONTRACTORS AND OTHER PERSONS UTILIZING THIS AND OTHER PERSONS UTILIZING THIS AND OTHER PERSONS UTILIZING THIS OTHER PERSONS UTILIZING THIS OTHER PERSONS UTILIZING THIS PERSONS UTILIZING THIS PERSONS UTILIZING THIS UTILIZING THIS UTILIZING THIS THIS THIS PLAN AND THE INFORMATION CONTAINED HEREON ARE CAUTIONED TO COMPLY WITH THE AND THE INFORMATION CONTAINED HEREON ARE CAUTIONED TO COMPLY WITH THE AND THE INFORMATION CONTAINED HEREON ARE CAUTIONED TO COMPLY WITH THE THE INFORMATION CONTAINED HEREON ARE CAUTIONED TO COMPLY WITH THE THE INFORMATION CONTAINED HEREON ARE CAUTIONED TO COMPLY WITH THE INFORMATION CONTAINED HEREON ARE CAUTIONED TO COMPLY WITH THE INFORMATION CONTAINED HEREON ARE CAUTIONED TO COMPLY WITH THE CONTAINED HEREON ARE CAUTIONED TO COMPLY WITH THE CONTAINED HEREON ARE CAUTIONED TO COMPLY WITH THE HEREON ARE CAUTIONED TO COMPLY WITH THE HEREON ARE CAUTIONED TO COMPLY WITH THE ARE CAUTIONED TO COMPLY WITH THE ARE CAUTIONED TO COMPLY WITH THE CAUTIONED TO COMPLY WITH THE CAUTIONED TO COMPLY WITH THE TO COMPLY WITH THE TO COMPLY WITH THE COMPLY WITH THE COMPLY WITH THE WITH THE WITH THE THE THE REQUIREMENTS OF PENNSYLVANIA ACT 287, AS AMENDED, TITLED "EXCAVATION AND DEMOLITION OF PENNSYLVANIA ACT 287, AS AMENDED, TITLED "EXCAVATION AND DEMOLITION OF PENNSYLVANIA ACT 287, AS AMENDED, TITLED "EXCAVATION AND DEMOLITION PENNSYLVANIA ACT 287, AS AMENDED, TITLED "EXCAVATION AND DEMOLITION PENNSYLVANIA ACT 287, AS AMENDED, TITLED "EXCAVATION AND DEMOLITION ACT 287, AS AMENDED, TITLED "EXCAVATION AND DEMOLITION ACT 287, AS AMENDED, TITLED "EXCAVATION AND DEMOLITION 287, AS AMENDED, TITLED "EXCAVATION AND DEMOLITION 287, AS AMENDED, TITLED "EXCAVATION AND DEMOLITION AS AMENDED, TITLED "EXCAVATION AND DEMOLITION AS AMENDED, TITLED "EXCAVATION AND DEMOLITION AMENDED, TITLED "EXCAVATION AND DEMOLITION AMENDED, TITLED "EXCAVATION AND DEMOLITION TITLED "EXCAVATION AND DEMOLITION TITLED "EXCAVATION AND DEMOLITION "EXCAVATION AND DEMOLITION "EXCAVATION AND DEMOLITION AND DEMOLITION AND DEMOLITION DEMOLITION DEMOLITION WORK PROTECTION OF UNDERGROUND UTILITIES." EACH INDIVIDUAL USING THIS PLAN MUST PROTECTION OF UNDERGROUND UTILITIES." EACH INDIVIDUAL USING THIS PLAN MUST PROTECTION OF UNDERGROUND UTILITIES." EACH INDIVIDUAL USING THIS PLAN MUST OF UNDERGROUND UTILITIES." EACH INDIVIDUAL USING THIS PLAN MUST OF UNDERGROUND UTILITIES." EACH INDIVIDUAL USING THIS PLAN MUST UNDERGROUND UTILITIES." EACH INDIVIDUAL USING THIS PLAN MUST UNDERGROUND UTILITIES." EACH INDIVIDUAL USING THIS PLAN MUST UTILITIES." EACH INDIVIDUAL USING THIS PLAN MUST UTILITIES." EACH INDIVIDUAL USING THIS PLAN MUST EACH INDIVIDUAL USING THIS PLAN MUST EACH INDIVIDUAL USING THIS PLAN MUST EACH INDIVIDUAL USING THIS PLAN MUST INDIVIDUAL USING THIS PLAN MUST INDIVIDUAL USING THIS PLAN MUST USING THIS PLAN MUST USING THIS PLAN MUST THIS PLAN MUST THIS PLAN MUST PLAN MUST PLAN MUST MUST MUST VERIFY THE DEPTH AND LOCATION OF ALL UNDERGROUND FACILITIES BEFORE STARTING WORK.

AutoCAD SHX Text DESIGN ONE CALL SERIAL NO(s): 20192883169

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ACT 287 UNDERGROUND USERS LIST

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ADDRESS

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USER

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PA ONE CALL SYSTEM 1-800-242-1776

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CONTACT INFORMATION:

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AQUA PENNSYLVANIA, INC.

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762 W. LANCASTER AVE BRYN MAWR, PA 19010 ATTN: MICHAEL STEWART & STEVE PIZZI

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MJSTEWART@AQUAAMERICA.COM SBPIZZI@AQUAAMERICA.COM (877)-987-2782

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BUCKEYE PARTNERS

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FIVE TEK PARK 9999 HAMILTON BLVD BREININGSVILLE, PA 18031 ATTN: DAVE JONES

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DAJONES@BUCKEYE.COM (610)-904-4404

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COMCAST CABLE, INC.

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1004 CORNERSTONE BLVD DOWNINGTOWN, PA 19335 ATTN: TOM RUSSO

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TOM_RUSSO@CABLE.COMCAST.COM

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PECO ENERGY

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NIKKIASIMPKINS@USICLLC.COM (484)-681-5720

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VERIZON PENNSYLVANIA, LLC.

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1050 VIRGINIA DRIVE FORT WASHINGTON, PA 19034 ATTN: DARLINE LEPPERD JOHNSON

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DARLINE.K.LEPPERD@ONE.VERIZON.COM (215)-591-6495

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WILLISTOWN TOWNSHIP

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688 SUGARTOWN ROAD MALVERN, PA 19355 ATTN: JIM STAIRS

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JSTAIRS@WILLISTOWN.PA.US (610)-647-5300 EXT. 301

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PROJECT SITE

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LOCATION MAP - MEDIA QUADDRANGLE

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LEGEND

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EXISTING SOILS LINE

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SOILS DELINEATOR

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FFE 310.18

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BFE 303.21

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GFE 306.06

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PROPOSED PRESSURE SEWER

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DRAWING INDEX

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DESCRIPTION

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COVER

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WEST CHESTER PIKE STA 0+00 TO 6+00

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WEST CHESTER PIKE STA 6+00 TO 12+00

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WEST CHESTER PIKE STA 12+00 TO 16+00

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WEST CHESTER PIKE STA 18+00 TO 24+00

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SAGEWOOD DRIVE STA 24+00 TO 25+76

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SANITARY SEWER DETAILS

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TRENCH RESTORATION DETAILS

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TRAFFIC CONTROL DETAILS

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EROSION & SEDIMENT CONTROL DETAILS - 1

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PROFESSIONAL

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ENGINEER

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REGISTERED

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WILLIAM N. MALIN

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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: 610-489-5100

101 Lindenwood Drive, Suite 225 Malvern, PA 19355

Phone: 484-875-3075

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

Carroll Engineering Corporation

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PAVED DRIVEWAY

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PAVED DRIVEWAY

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STONE DRIVEWAY

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PAVED DRIVEWAY

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PAVED DRIVEWAY

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PAVED DRIVEWAY

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18'' CCP

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18'' CCP

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18'' CCP

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RUMBLE STRIP

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4' SPLIT RAIL FENCE

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COMMERCE SIGN

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WEST CHESTER PIKE (SR 0003)

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18'' CCP

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18'' CCP

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18'' CCP

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18'' CCP

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18'' CCP

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GRASS ISLAND

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LEGAL ROW

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LEGAL ROW

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LANDS N/L CHARLES OSA JR & KAREN DAZIO MUNC 54 BLOCK 8 LOT 44

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LANDS N/L PETITDEMANGE TODD & WILLIAMSON THERESA A MUNC 54 BLOCK 8 LOT 45

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LANDS N/L PANOSSIAN KHAJAG & PANOSSIAN SEVAG MUNC 54 BLOCK 8 LOT 46

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LANDS N/L COLE SAMUEL H JR & LINDA E MUNC 54 BLOCK 8 LOT 47

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LANDS N/L MURTAUGH BERNARD J MUNC 54 BLOCK 8 LOT 48

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LANDS N/L ROHM SCOTT B MUNC 54 BLOCK 8 LOT 50

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TRANSITION FROM 1.5" TO 2" LPSSSTA:0+97.0

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EDGE OF PAVEMENT

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EDGE OF PAVEMENT

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SEWER LATERAL FROM CONNECTION PIT TO DWELLING TO BE INSTALLED BY OTHERS (TYP)

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DIRECTIONAL DRILLING PIT (15' X 10')

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PROPOSED PRESSURE SEWER LATERAL STA:0+00.0 CONNECTION PIT OFF:1.42(R)

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FIRE HYDRANT (TYP)

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PROPOSED PRESSURE SEWER LATERAL STA:0+97.8 CONNECTION PIT OFF:5.13(R)

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(2) 45°BENDS

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LATERAL CONNECTION PIT (5' X 8')

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LATERAL CONNECTION PIT (5' X 8')

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EXISTING GRADE AT PROPOSED SEWER MAIN

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TRANSITION FROM 1.5" TO 2" LPSSSTA:0+97.0

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EXISTING GRADE AT ROADWAY CENTER

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PROPOSED 1.5" LPSS

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PROPOSED PRESSURE SEWER LATERAL STA:0+00.0

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PLAN

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PROFILE

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DATE

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JOB NO

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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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WEST CHESTER PIKE

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STA 0+00 TO 6+00

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JRH

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CAP

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( IN FEET )

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AutoCAD SHX Text SURVEY NOTES 1. TOPOGRAPHIC SURVEY WAS PERFORMED BY CARROLL ENGINEERING TOPOGRAPHIC SURVEY WAS PERFORMED BY CARROLL ENGINEERING SURVEY WAS PERFORMED BY CARROLL ENGINEERING SURVEY WAS PERFORMED BY CARROLL ENGINEERING WAS PERFORMED BY CARROLL ENGINEERING WAS PERFORMED BY CARROLL ENGINEERING PERFORMED BY CARROLL ENGINEERING PERFORMED BY CARROLL ENGINEERING BY CARROLL ENGINEERING BY CARROLL ENGINEERING CARROLL ENGINEERING CARROLL ENGINEERING ENGINEERING ENGINEERING CORPORATION IN FEBRUARY OF 2015 AND REPRESENTS EXISTING IN FEBRUARY OF 2015 AND REPRESENTS EXISTING IN FEBRUARY OF 2015 AND REPRESENTS EXISTING FEBRUARY OF 2015 AND REPRESENTS EXISTING FEBRUARY OF 2015 AND REPRESENTS EXISTING OF 2015 AND REPRESENTS EXISTING OF 2015 AND REPRESENTS EXISTING 2015 AND REPRESENTS EXISTING 2015 AND REPRESENTS EXISTING AND REPRESENTS EXISTING AND REPRESENTS EXISTING REPRESENTS EXISTING REPRESENTS EXISTING EXISTING 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 1988. VERTICAL DATUM IS NAVD 1988. 4. LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN LOCATIONS OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN OF EXISTING UTILITIES SHOWN HEREON HAVE BEEN EXISTING UTILITIES SHOWN HEREON HAVE BEEN EXISTING UTILITIES SHOWN HEREON HAVE BEEN UTILITIES SHOWN HEREON HAVE BEEN UTILITIES SHOWN HEREON HAVE BEEN SHOWN HEREON HAVE BEEN SHOWN HEREON HAVE BEEN HEREON HAVE BEEN HEREON HAVE BEEN HAVE BEEN HAVE BEEN BEEN BEEN DEVELOPED FROM ABOVE GROUND OBSERVATIONS AT THE SITE. FROM ABOVE GROUND OBSERVATIONS AT THE SITE. FROM ABOVE GROUND OBSERVATIONS AT THE SITE. ABOVE GROUND OBSERVATIONS AT THE SITE. ABOVE GROUND OBSERVATIONS AT THE SITE. GROUND OBSERVATIONS AT THE SITE. GROUND OBSERVATIONS AT THE SITE. OBSERVATIONS AT THE SITE. OBSERVATIONS AT THE SITE. AT THE SITE. AT THE SITE. THE SITE. THE SITE. SITE. SITE. COMPLETENESS OR ACCURACY OF LOCATION CANNOT BE GUARANTEED. OR ACCURACY OF LOCATION CANNOT BE GUARANTEED. OR ACCURACY OF LOCATION CANNOT BE GUARANTEED. ACCURACY OF LOCATION CANNOT BE GUARANTEED. ACCURACY OF LOCATION CANNOT BE GUARANTEED. OF LOCATION CANNOT BE GUARANTEED. OF LOCATION CANNOT BE GUARANTEED. LOCATION CANNOT BE GUARANTEED. LOCATION CANNOT BE GUARANTEED. CANNOT BE GUARANTEED. CANNOT BE GUARANTEED. BE GUARANTEED. BE GUARANTEED. GUARANTEED. GUARANTEED. ALL CONTRACTORS AND OTHER PERSONS UTILIZING THIS PLAN AND THE CONTRACTORS AND OTHER PERSONS UTILIZING THIS PLAN AND THE CONTRACTORS AND OTHER PERSONS UTILIZING THIS PLAN AND THE AND OTHER PERSONS UTILIZING THIS PLAN AND THE AND OTHER PERSONS UTILIZING THIS PLAN AND THE OTHER PERSONS UTILIZING THIS PLAN AND THE OTHER PERSONS UTILIZING THIS PLAN AND THE PERSONS UTILIZING THIS PLAN AND THE PERSONS UTILIZING THIS PLAN AND THE UTILIZING THIS PLAN AND THE UTILIZING THIS PLAN AND THE THIS PLAN AND THE THIS PLAN AND THE PLAN AND THE PLAN AND THE AND THE AND THE THE THE INFORMATION CONTAINED HEREON ARE CAUTIONED TO COMPLY WITH CONTAINED HEREON ARE CAUTIONED TO COMPLY WITH CONTAINED HEREON ARE CAUTIONED TO COMPLY WITH HEREON ARE CAUTIONED TO COMPLY WITH HEREON ARE CAUTIONED TO COMPLY WITH ARE CAUTIONED TO COMPLY WITH ARE CAUTIONED TO COMPLY WITH CAUTIONED TO COMPLY WITH CAUTIONED TO COMPLY WITH TO COMPLY WITH TO COMPLY WITH COMPLY WITH COMPLY WITH WITH WITH THE REQUIREMENTS OF THE PENNSYLVANIA ACT 287, AS AMENDED, REQUIREMENTS OF THE PENNSYLVANIA ACT 287, AS AMENDED, REQUIREMENTS OF THE PENNSYLVANIA ACT 287, AS AMENDED, OF THE PENNSYLVANIA ACT 287, AS AMENDED, OF THE PENNSYLVANIA ACT 287, AS AMENDED, THE PENNSYLVANIA ACT 287, AS AMENDED, THE PENNSYLVANIA ACT 287, AS AMENDED, PENNSYLVANIA ACT 287, AS AMENDED, PENNSYLVANIA ACT 287, AS AMENDED, ACT 287, AS AMENDED, ACT 287, AS AMENDED, 287, AS AMENDED, 287, AS AMENDED, AS AMENDED, AS AMENDED, AMENDED, AMENDED, TITLED “EXCAVATION AND DEMOLITION WORK PROTECTION OF “EXCAVATION AND DEMOLITION WORK PROTECTION OF EXCAVATION AND DEMOLITION WORK PROTECTION OF AND DEMOLITION WORK PROTECTION OF AND DEMOLITION WORK PROTECTION OF DEMOLITION WORK PROTECTION OF DEMOLITION WORK PROTECTION OF WORK PROTECTION OF WORK PROTECTION OF PROTECTION OF PROTECTION OF OF OF UNDERGROUND UTILITIES”. EACH INDIVIDUAL USING THIS PLAN MUST UTILITIES”. EACH INDIVIDUAL USING THIS PLAN MUST UTILITIES”. EACH INDIVIDUAL USING THIS PLAN MUST . EACH INDIVIDUAL USING THIS PLAN MUST EACH INDIVIDUAL USING THIS PLAN MUST EACH INDIVIDUAL USING THIS PLAN MUST EACH INDIVIDUAL USING THIS PLAN MUST INDIVIDUAL USING THIS PLAN MUST INDIVIDUAL USING THIS PLAN MUST USING THIS PLAN MUST USING THIS PLAN MUST THIS PLAN MUST THIS PLAN MUST PLAN MUST PLAN MUST MUST MUST VERIFY THE DEPTH AND LOCATION OF ALL UNDERGROUND FACILITIES THE DEPTH AND LOCATION OF ALL UNDERGROUND FACILITIES THE DEPTH AND LOCATION OF ALL UNDERGROUND FACILITIES DEPTH AND LOCATION OF ALL UNDERGROUND FACILITIES DEPTH AND LOCATION OF ALL UNDERGROUND FACILITIES AND LOCATION OF ALL UNDERGROUND FACILITIES AND LOCATION OF ALL UNDERGROUND FACILITIES LOCATION OF ALL UNDERGROUND FACILITIES LOCATION OF ALL UNDERGROUND FACILITIES OF ALL UNDERGROUND FACILITIES OF ALL UNDERGROUND FACILITIES ALL UNDERGROUND FACILITIES ALL UNDERGROUND FACILITIES UNDERGROUND FACILITIES UNDERGROUND FACILITIES FACILITIES FACILITIES BEFORE STARTING WORK. 5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE PERFORMED WITHOUT THE BENEFIT OF A TITLE PERFORMED WITHOUT THE BENEFIT OF A TITLE WITHOUT THE BENEFIT OF A TITLE WITHOUT THE BENEFIT OF A TITLE THE BENEFIT OF A TITLE THE BENEFIT OF A TITLE BENEFIT OF A TITLE BENEFIT OF A TITLE OF A TITLE OF A TITLE A TITLE A TITLE TITLE TITLE REPORT. ADDITIONAL EASEMENTS AND/OR RIGHT-OF-WAYS MAY EXIST. 6. PROPERTY LINES AND RIGHT-OF-WAYS ARE NOT SHOW AT THIS TIMEPROPERTY LINES AND RIGHT-OF-WAYS ARE NOT SHOW AT THIS TIME

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SOILS LEGEND:

AutoCAD SHX Text SYMBOL SOIL TYPE SOIL TYPE Bo -BOWMANSVILLE-KNAUERS SILT LOAMS -BOWMANSVILLE-KNAUERS SILT LOAMS DsA -DOYLESTOWN SILT LOAM, -DOYLESTOWN SILT LOAM, 0 TO 3 PERCENT SLOPES 0 TO 3 PERCENT SLOPES LaB -LANSDALE LOAM, -LANSDALE LOAM, V3 TO 8 PERCENT SLOPES V3 TO 8 PERCENT SLOPES LeA -LAWRENCEVILLE SILT LOAM, -LAWRENCEVILLE SILT LOAM, 0 TO 3 PERCENT SLOPES 0 TO 3 PERCENT SLOPES LeB -LAWRENCEVILLE SILT LOAM, -LAWRENCEVILLE SILT LOAM, 3 TO 8 PERCENT SLOPES 3 TO 8 PERCENT SLOPES 3 TO 8 PERCENT SLOPES ReB -READINGTON SILT LOAM, -READINGTON SILT LOAM, 3 TO 8 PERCENT SLOPES 3 TO 8 PERCENT SLOPES UgB -URBAN LAND, -URBAN LAND, 0 TO 8 PERCENT SLOPE 0 TO 8 PERCENT SLOPE UroB -URBAN LAND-LAWRENCEVILLE -URBAN LAND-LAWRENCEVILLE COMPLEX, 0 TO 8 PERCENT SLOPES COMPLEX, 0 TO 8 PERCENT SLOPES UusB -URBAN AND-UDORTHENTS, -URBAN AND-UDORTHENTS, SHALE & SANDSTONE COMPLEX, SHALE & SANDSTONE COMPLEX, 0 TO 8 PERCENT SLOPES 0 TO 8 PERCENT SLOPES 0 TO 8 PERCENT SLOPES

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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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ISSUED FOR DEP PERMIT

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AutoCAD SHX Text 6-10-16

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JRH

AutoCAD SHX Text WEST CHESTER PIKE SEWER EXTENSION SITUATED IN & PREPARED FOR PREPARED FOR WILLISTOWN TOWNSHIP 688 SUGARTOWN RD MALVERN, PA 19355

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PER COMMENTS

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AutoCAD SHX Text 5-28-26

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ATM

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AutoCAD SHX Text T

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AutoCAD SHX Text E

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PROFESSIONAL

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ENGINEER

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REGISTERED

AutoCAD SHX Text No. 038598-E

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: 610-489-5100

101 Lindenwood Drive, Suite 225 Malvern, PA 19355

Phone: 484-875-3075

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

Carroll Engineering Corporation

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18'' CCP

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18'' CCP

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18'' CCP

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PAVED DRIVEWAY

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STONE DRIVEWAY

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PAVED DRIVEWAY

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PAVED DRIVEWAY

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PAVED DRIVEWAY

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WEST CHESTER PIKE (PA ROUTE 3)

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18'' CCP

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RUMBLE STRIP

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STOCKADE FENCE 5FT HT

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SPLIT RAIL FENCE

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18'' CCP

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DOTTED WHITE LINE

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SINGLE YELLOW LINE

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SINGLE WHITE LINE

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MOUNTABLE CONCRETE CURB

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GRASS ISLAND

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MOUNTABLE CONCRETE CURB

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GRASS ISLAND

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CONC ISLAND

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GARAGE

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LANDS N/L PIOTROWSKI MARK A & PIOTROWSKI KAREN MUNC 54 BLOCK 8 LOT 51

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LANDS N/L CURRAN MICHAEL V & CATHERINE M MUNC 54 BLOCK 8 LOT 52

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LANDS N/L LECHNER CHRISTINE MUNC 54 BLOCK 8 LOT 54

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LANDS N/L HALLY JOHN J & SARAH MUNC 54 BLOCK 8 LOT 55

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LANDS N/L DEMARCO REAL ESTATE HOLDING LLC MUNC 54 BLOCK 8 LOT 56

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LANDS N/L ROHM SCOTT B MUNC 54 BLOCK 8 LOT 50

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TRANSITION FROM 2" TO 2.5" LPSSSTA:0+94.0

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PROPOSED 2" LPSS

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PROPOSED 2.5" LPSS

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LEGAL ROW

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LEGAL ROW

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LEGAL ROW

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LEGAL ROW

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LANDS N/L LECHNER CHRISTINE MUNC 54 BLOCK 8 LOT 53

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AutoCAD SHX Text CwB

AutoCAD SHX Text ChC

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LIMIT OF EARTH DISTURBANCE (TYP)

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EXISTING 16" DIP WATER MAIN

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DIRECTIONAL DRILLING/ LATERAL CONNECTION PIT (15' X 10')

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LATERAL CONNECTION PIT (5' X 8')

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LATERAL CONNECTION PIT (5' X 8')

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LATERAL CONNECTION PIT (5' X 8')

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LATERAL CONNECTION PIT (5' X 8')

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LATERAL CONNECTION PIT (5' X 8')

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EXISTING GRADE AT PROPOSED SEWER MAIN

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EXISTING GRADE AT ROADWAY CENTER

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PROPOSED 2" LPSS

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PROPOSED 2.5" LPSS

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TRANSITION FROM 2" TO 2.5" LPSSSTA:9+40.0

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EXISTING LATERAL SERVICE

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( IN FEET )

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GRAPHIC SCALE

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PLAN

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CADD FILE

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DATE

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JOB NO

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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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WEST CHESTER PIKE

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STA 6+00 TO 12+00

AutoCAD SHX Text 5-28-26

AutoCAD SHX Text 13-5510.01

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JRH

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CAP

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WNM

AutoCAD SHX Text 1''=25'

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AutoCAD SHX Text C-102

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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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ISSUED FOR DEP PERMIT

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AutoCAD SHX Text 6-10-16

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JRH

AutoCAD SHX Text WEST CHESTER PIKE SEWER EXTENSION SITUATED IN & PREPARED FOR PREPARED FOR WILLISTOWN TOWNSHIP 688 SUGARTOWN RD MALVERN, PA 19355

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PER COMMENTS

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AutoCAD SHX Text 5-28-26

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ATM

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PROFESSIONAL

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ENGINEER

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REGISTERED

AutoCAD SHX Text No. 038598-E

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: 610-489-5100

101 Lindenwood Drive, Suite 225 Malvern, PA 19355

Phone: 484-875-3075

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

Carroll Engineering Corporation

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WEST CHESTER PIKE (PA ROUTE 3)

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PAVED DRIVEWAY

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18'' CCP

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18'' CCP

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18'' CCP

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18'' CCP

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COMMERCE SIGN

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STEP

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PORCH

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DOTTED WHITE LINE

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SINGLE YELLOW LINE

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SOLID WHITE LINE

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CONC ISLAND

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HEDGES 4FT WD

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GARAGE

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2 STORY DWELLING

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LEGAL R.O.W.

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LEGAL R.O.W.

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LANDS N/L DEMARCO REAL ESTATE HOLDING LLC MUNC 54 BLOCK 8 LOT 56

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LANDS N/L KEZELL DARYL Z MUNC 54 BLOCK 8 LOT 67.5

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LEGAL ROW

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LEGAL ROW

AutoCAD SHX Text ChC

AutoCAD SHX Text ChB

AutoCAD SHX Text DIRECTIONAL DRILLING PIT (15' x 10')

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45° BEND

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45° BEND

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LANDS N/L KEZELL DARYL Z MUNC 54 BLOCK 8 LOT 67.3

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LANDS N/L KEZELL DARYL Z MUNC 54 BLOCK 8 LOT 67.4

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LANDS N/L SMITH JR. LOUIS R MUNC 54 BLOCK 8 LOT 69

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GARRETT MILL RD

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STREET ROAD (SR 926)

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FIRE HYDRANT (TYP)

AutoCAD SHX Text LATERAL CONNECTION PIT (5' x 8')

AutoCAD SHX Text UTILITY CROSSING TEST PIT (5' x 5')

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EXISTING GRADE AT PROPOSED SEWER MAIN

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EXISTING GRADE AT ROADWAY CENTER

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18" (MIN.)

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18" (MIN.)

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PROPOSED 2.5" LPSS

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GAS MAIN

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18" (MIN.)

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18" (MIN.)

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PLAN

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SCALE:

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HORIZ. 1"=

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PROFILE

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( IN FEET )

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GRAPHIC SCALE

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CADD FILE

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DSG BY

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DATE

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JOB NO

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SHEET

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DRAWER NUMBER

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DRAWING NUMBER

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SHEETS

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WEST CHESTER PIKE

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STA 12+00 TO 18+00

AutoCAD SHX Text 5-28-26

AutoCAD SHX Text 13-5510.01

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JRH

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CAP

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WNM

AutoCAD SHX Text 1''=25'

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AutoCAD SHX Text C-103

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INITIALS

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DESCRIPTION

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DATE

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NO.

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ISSUED FOR DEP PERMIT

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AutoCAD SHX Text 6-10-16

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JRH

AutoCAD SHX Text WEST CHESTER PIKE SEWER EXTENSION SITUATED IN & PREPARED FOR PREPARED FOR WILLISTOWN TOWNSHIP 688 SUGARTOWN RD MALVERN, PA 19355

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PER COMMENTS

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AutoCAD SHX Text 5-28-26

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ATM

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PROFESSIONAL

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ENGINEER

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REGISTERED

AutoCAD SHX Text No. 038598-E

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: 610-489-5100

101 Lindenwood Drive, Suite 225 Malvern, PA 19355

Phone: 484-875-3075

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

Carroll Engineering Corporation

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LEGAL R.O.W.

AutoCAD SHX Text 10.10'

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45° BEND

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45° BEND

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45° BEND

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45° BEND

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SAGE WOOD

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24'' RCP

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24'' RCP

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15'' CMP

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DRIVE

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END WORK SR-0003 SEG:180 OFF:023

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EDGE OF ROADWAY

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LANDS N/L SMITH JR. LOUIS R MUNC 54 BLOCK 8 LOT 69

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LANDS N/L SMITH JR. LOUIS R MUNC 54 BLOCK 8 LOT 69

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LANDS N/L WILLISTOWN CHASE HOMEOWNERS ASSOC. MUNC 54 BLOCK 8 LOT 70

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LANDS N/L WILLISTOWN TOWNSHIP MUNC 54 BLOCK 8 LOT 14.1

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LEGAL R.O.W.

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LEGAL R.O.W.

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WEST CHESTER PIKE (PA ROUTE 3)

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LANDS N/L WILLISTOWN CHASE HOMEOWNERS ASSOC. MUNC 54 BLOCK 8 LOT 70

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RIGHT LANE MUST TURN RIGHT

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20' WIDE EASEMENT

AutoCAD SHX Text AREA TO BE PAVED FOLLOWING INSTALLATION OF LOW PRESSURE SEWER. CLOSE ONE LANE OF TRAFFIC AS REQUIRED TO PERFORM THE WORK AND MAINTAIN INGRESS/EGRESS TO SAGEWOOD DR

AutoCAD SHX Text A

AutoCAD SHX Text UTILITY CROSSING TEST PIT (5' x 5')

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EXISTING GRADE AT PROPOSED SEWER MAIN

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18" (MIN.)

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18" (MIN.)

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PROPOSED 2.5" LPSS

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PLAN

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SCALE:

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SCALE:

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HORIZ. 1"=

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VERT. 1"=

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PROFILE

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( IN FEET )

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GRAPHIC SCALE

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CADD FILE

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DSG BY

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WEST CHESTER PIKE

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STA 18+00 TO 24+00

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AutoCAD SHX Text 13-5510.01

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JRH

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CAP

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WNM

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INITIALS

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DESCRIPTION

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DATE

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NO.

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ISSUED FOR DEP PERMIT

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AutoCAD SHX Text 6-10-16

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JRH

AutoCAD SHX Text WEST CHESTER PIKE SEWER EXTENSION SITUATED IN & PREPARED FOR PREPARED FOR WILLISTOWN TOWNSHIP 688 SUGARTOWN RD MALVERN, PA 19355

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PER COMMENTS

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AutoCAD SHX Text 5-28-26

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ATM

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SYMBOL

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LEGEND

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SERIES

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TO BE CLOSED

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ON OR ABOUT _____

AutoCAD SHX Text W23-101

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NOTE:

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INSERT DATE OF ANTICIPATED CLOSURE.

AutoCAD SHX Text 96"x48"

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SAGEWOOD DR ENTRANCE

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LEGEND

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PROFESSIONAL

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ENGINEER

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REGISTERED

AutoCAD SHX Text No. 038598-E

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: 610-489-5100

101 Lindenwood Drive, Suite 225 Malvern, PA 19355

Phone: 484-875-3075

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

Carroll Engineering Corporation

AutoCAD SHX Text 10.10'

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45° BEND

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45° BEND

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TALL OAKS LANE

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SAGE WOOD

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20' WIDE SANITARY SEWER EASEMENT

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24'' RCP

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18'' CMP

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15'' CMP

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15'' CMP

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DRIVE

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END WORK SR-0003 SEG:180 OFF:023

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LANDS N/L WILLISTOWN CHASE HOMEOWNERS ASSOC. MUNC 54 BLOCK 8 LOT 70

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LANDS N/L WILLISTOWN CHASE HOMEOWNERS ASSOC. MUNC 54 BLOCK 8 LOT 70

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LANDS N/L WILLISTOWN CHASE HOMEOWNERS ASSOC. MUNC 54 BLOCK 8 LOT 70

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20' WIDE EASEMENT

AutoCAD SHX Text AREA TO BE PAVED FOLLOWING INSTALLATION OF LOW PRESSURE SEWER. CLOSE ONE LANE OF TRAFFIC AS REQUIRED TO PERFORM THE WORK AND MAINTAIN INGRESS/EGRESS TO SAGEWOOD DR

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SANITARY MANHOLE RIM:281.29 INV IN:275.79 INV OUT:275.79

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18" (MIN.)

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EXISTING GRADE AT PROPOSED SEWER MAIN

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INV. EL. 277.00

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PROPOSED 2.5" LPSS

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18" (MIN.)

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PLAN

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SCALE:

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AutoCAD SHX Text 25'

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SCALE:

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HORIZ. 1"=

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VERT. 1"=

AutoCAD SHX Text 5'

AutoCAD SHX Text 25'

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PROFILE

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( IN FEET )

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GRAPHIC SCALE

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AutoCAD SHX Text 12.5

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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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SHEET

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DRAWER NUMBER

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DRAWING NUMBER

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SHEETS

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SAGEWOOD DRIVE

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STA 24+00 TO 25+78

AutoCAD SHX Text 5-28-26

AutoCAD SHX Text 13-5510.01

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JRH

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CAP

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WNM

AutoCAD SHX Text 1''=25'

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AutoCAD SHX Text C-105

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INITIALS

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DESCRIPTION

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DATE

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NO.

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ISSUED FOR DEP PERMIT

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AutoCAD SHX Text 6-10-16

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JRH

AutoCAD SHX Text WEST CHESTER PIKE SEWER EXTENSION SITUATED IN & PREPARED FOR PREPARED FOR WILLISTOWN TOWNSHIP 688 SUGARTOWN RD MALVERN, PA 19355

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PER COMMENTS

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AutoCAD SHX Text 5-28-26

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ATM

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PROFESSIONAL

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ENGINEER

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REGISTERED

AutoCAD SHX Text No. 038598-E

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: 610-489-5100

101 Lindenwood Drive, Suite 225 Malvern, PA 19355

Phone: 484-875-3075

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

Carroll Engineering Corporation

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CADD FILE

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DSG BY

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DATE

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JOB NO

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SCALE

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SHEET

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DRAWER NUMBER

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DRAWING NUMBER

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SHEETS

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SANITARY SEWER DETAILS

AutoCAD SHX Text 5-28-26

AutoCAD SHX Text 13-5510.01

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JRH

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TRP

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WBM

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AS SHOWN

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AutoCAD SHX Text C-501

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STAINLESS STEEL STRAP

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EXISTING

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SEWER

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BEND TO REST ON TOP

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PIPE TO MANHOLE SEAL

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(LINK SEAL OR EQUAL)

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OF EXISTING CHANNEL

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TYPICAL CONCRETE

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MANHOLE (EXISTING)

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90%%D BEND EXTEND

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TOWARDS CHANNEL

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12" (MIN)

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PVC CROSS WITH THREADED CAP

AutoCAD SHX Text NOTES: 1. PRESSURE TEST FORCE MAIN PRIOR TO INSTALLATION OF DROP PIPE AND AIR VENT.

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FORCE MAIN TO GRAVITY MANHOLE CONNECTION

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NTS

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HDPE TO PVC TRANSITION COUPLING

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90° ELBOWPARALLEL TO MANHOLE WALL

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HDPE FORCE MAIN (SIZE VARIES) WITH 4' MINIMUM COVER

AutoCAD SHX Text BUILD UP EXISTING BENCH AS REQUIRED TO DIVERT FLOW FROM THE LOW PRESSURE SEWER INTO THE EXISTING CHANNEL

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PVC FORCE MAIN PIPING LENGTH AS REQUIRED

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%%UTYPICAL SECTION THROUGH PRESSURE SEWER LATERAL CONNECTION PIT

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NTS

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INITIALS

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DESCRIPTION

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DATE

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NO.

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ISSUED FOR DEP PERMIT

AutoCAD SHX Text

AutoCAD SHX Text 6-10-16

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JRH

AutoCAD SHX Text WEST CHESTER PIKE SEWER EXTENSION SITUATED IN & PREPARED FOR PREPARED FOR WILLISTOWN TOWNSHIP 688 SUGARTOWN RD MALVERN, PA 19355

AutoCAD SHX Text

PER COMMENTS

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AutoCAD SHX Text 5-28-26

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ATM

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TEMPORARY CAP

AutoCAD SHX Text 6"

AutoCAD SHX Text 3'-0"

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THREADED CAP

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SOLVENT WELDED PIPE CAP (TYP)

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6" TOPSOIL

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FORD METER BOX COVER (CAT. NO. MC-36) W/ INNER LID

AutoCAD SHX Text 8"

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GROUND ELEVATION

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CONNECT TO WYE ON SEWER FORCE MAIN

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COARSE AGGREGATE BASE (4" THICKNESS AASHTO NO. 57 STONE)

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1 " P.E. PIPE14" P.E. PIPE

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BRASS COMPRESSION CONNECTION WITH INSERT STIFFENERS ON P.E. END

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FLOW

AutoCAD SHX Text ALUMINUM 1 " 12" DOUBLE-MALE NIPPLE (NPTxNST)

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36" CORRUGATEDPLASTIC WATER METER BOX

AutoCAD SHX Text 1 " SPIGOT FEMALE 12" SPIGOT FEMALE ADAPTER (SPIGxFIPT)

AutoCAD SHX Text 45° ELL. (1 "-SPIGxSOC)14"-SPIGxSOC)

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1 " PVC BALL VALVE14" PVC BALL VALVE

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WYE (1 1/4" SCH 40)

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SOLVENT WELD (TYP.)

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1 " PVC SDR 26 OR 12" PVC SDR 26 OR HDPE DR 11 FORCE MAIN LATERAL

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1 " SCH 40 PVC14" SCH 40 PVC

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1 " PVC BALL CHECK 14" PVC BALL CHECK VALVE

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1 " PVC 14" PVC BALL VALVE

AutoCAD SHX Text REDUCER COUPLING (1 ""x ")(SOC)14""x ")(SOC)12")(SOC)

AutoCAD SHX Text REDUCER (1 "x 1 ") SOCxSOC14"x 1 ") SOCxSOC12") SOCxSOC

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1" PVC PIPE BRACE TYP.(SCHED. 80)

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HEAVY DUTY PLASTIC CABLE TIES (TYP.)

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4' MIN COVER

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PEA GRAVEL

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1'-6" SUITABLE BACKFILL

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1'-0" (TYP.)

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TRANSITION FROM SCH 40 PVC TO DR 11 HDPE

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PROFESSIONAL

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ENGINEER

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REGISTERED

AutoCAD SHX Text No. 038598-E

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

630 Freedom Business Ctr., 3rd Fl.

King of Prussia, PA 19406 Phone: 610-489-5100

101 Lindenwood Drive, Suite 225 Malvern, PA 19355

Phone: 484-875-3075

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

Carroll Engineering Corporation

AutoCAD SHX Text NOTE: THE TOP 6" OF ALL TRENCHES IN NON-WETLAND AREAS SHALL BE BACKFILLED WITH TOPSOIL AND RESTORED IN ACCORDANCE WITH SECTION 32 9000 OF THE STANDARD SPECIFICATIONS.

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EXISTING GRADE

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BEDDING DETAIL

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TRENCH AND SURFACE

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%%URESTORATION IN UNPAVED AREAS

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NTS

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SEE PIPE

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EARLY WARNING TAPE

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6" TOPSOIL - SEED & MULCH

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1'-6" MIN

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HAND TAMPED

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HAND TAMPED BACKFILL 2A STONE (AS SPECIFIED) (UNDER TOWNSHIP ROADWAYS.)

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%%USTANDARD PIPE BEDDING

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NTS

AutoCAD SHX Text NOTE: EARLY WARNING TAPE SHALL BE METALLIC-LINED, PRINTED PLASTIC TAPE TWO (2) INCHES WIDE. TAPE SHALL BE GREEN COLORED WITH THE WORDS "CAUTION BURIED SEWER LINE BELOW" STENCILED ON THE TAPE EVERY TWO (2) FEET.

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PIPE SIZE

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VARIES

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EDGE OF TRENCH

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EARLY WARNING TAPE

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6" MIN

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24" MAX TRENCH WIDTH

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UNDISTURBED EARTH

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SEE SPECIFICATIONS FOR TYPE

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6" MIN

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REQUIRED BEDDING

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EARLY WARNING TAPE

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TAMPED IN 8" LAYERS.

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BEDDING DETAIL

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SEE PIPE

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2A STONE IN TOWNSHIP ROADS OR

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IN STATE HIGHWAYS MECHANICALLY

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2RC SELECT GRANULAR MATERIAL

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2" MIN

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ID-2 BITUMINOUS

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BINDER COURSE

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HAND TAMPED

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1'-6" MIN

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TEMPORARY PAVEMENT AND TRENCH RESTORATION

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%%UFOR TOWNSHIP ROADS AND STATE HIGHWAYS

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NTS

AutoCAD SHX Text NOTES: 1. SPECIAL CONDITIONS OF TOWNSHIP ROAD OPENING PERMITS OR SPECIAL CONDITIONS OF TOWNSHIP ROAD OPENING PERMITS OR PENNDOT HIGHWAY OCCUPANCY PERMIT MAY SUPERSEDE THIS DETAIL. 2. CONTRACTOR TO MAINTAIN TEMPORARY PAVING, UNTIL PERMANENT CONTRACTOR TO MAINTAIN TEMPORARY PAVING, UNTIL PERMANENT PAVING IS INSTALLED.

AutoCAD SHX Text NOTES: 1. PAVING LIMITS SHOWN ARE THE MINIMUM REQUIRED TO COMPLETE THE WORK, AND THE PAVING LIMITS SHOWN ARE THE MINIMUM REQUIRED TO COMPLETE THE WORK, AND THE MAXIMUM THE CONTRACTOR WILL BE PAID.

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 Jul 13, 2026.