2-5100-221 CONTRACT DRAWINGS.pdf

PDF 1 MB Posted Sep 28, 2026

Attached to: Public Works Facility Low Pressure Pump Station and Force Main Project, Contract No. 5100-221
Solicitation number: Not on record
Issued by: Pennsylvania

About this file

Written by GovTribe AI · Oct 5, 2026

This is a contract drawing document for Warwick Township's Proposed Force Main Project (Contract No. 5100-221), prepared by ARRO Consulting, LLC engineering firm and designed by John Evarts, P.E. The project involves the installation of a duplex grinder pump station, approximately 1,300 linear feet of 1.5-inch HDPE (SDR-11) force main piping to be installed via directional drilling, five flushing connections, connection to an existing sanitary sewer system, abandonment of existing septic systems and underground fuel tanks, all required electrical connections, baseball field improvements, stormwater management facilities, parking lot construction, and restoration of disturbed areas. The scope of work also includes 871 linear feet of concrete sidewalk, four ADA curb ramps, 69 linear feet of concrete curb, 65 square yards of asphalt and driveway pavement, tree removal, pavement markings, installation of two Type M inlets, and 50 linear feet of HDPE pipe. The project is located in Warwick Township, Bucks County, Pennsylvania, with work occurring in PennDOT rights-of-way and township-obtained easements. Construction plans indicate launching and receiving pits spaced no greater than 300 linear feet apart, minimum four-foot depth of cover for the force main, and installation of continuous 12-gauge solid copper tracer wire. The contractor must coordinate with township authority personnel for all connections to existing active sanitary sewer systems and comply with all utility locating requirements through Pennsylvania One Call and individual utility notifications at least 72 hours prior to excavation.

The contractor is responsible for all site preparation, erosion and sediment control measures, traffic control and maintenance, utility protection and coordination, and complete restoration of all disturbed areas including clearing, grubbing, paving, topsoiling, fertilizing, and seeding. Bids must include lump sum or unit prices for each line item and must be accompanied by a certified check or bid bond equal to at least ten percent of the total bid amount, payable to Warwick Township. The Pennsylvania Prevailing Wage Act and Pennsylvania Public Works Employment Verification Act apply to this contract as the estimated project cost exceeds $25,000, requiring payment of prevailing wage rates and verification of legal work authorization for all employees, subcontractors, and applicants. The successful bidder will be required to furnish performance and payment bonds equal to one hundred percent of the contract value. The contractor must contact the township engineer a minimum of 48 hours before any work and maintain all utility services during construction, bearing responsibility for any necessary repairs. Key utility contacts are provided, including Warwick Township Water & Sewer Authority (Daniel Ervin), Warwick Township (Mark Rambo), Comcast, GridHawk, and Verizon Pennsylvania LLC. The drawing package includes plan views at 1" = 40' scale, profile sections showing existing grade and proposed force main elevations, and construction details including typical grinder pump station installation and paved trail details.

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Other files

File	Type	Posted
1-5100-221 CONTRACT DOCUMENTS.pdf	PDF	Sep 28, 2026
2-5100-213 CONTRACT DRAWINGS.pdf	PDF	May 22, 2026
1-5100-213 CONTRACT DOCUMENTS.pdf	PDF	May 22, 2026
1-Bid documents Snow 2025-2026 Pennbid.docx	DOCX document	Aug 25, 2025

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LOCATION MAP

NOTES:

PROJECT

LOCATION

ACT 50

NOTES: EXISTING LATERAL TO BE TV INSPECTED PRIOR TO CONNECTION

OF E-ONE GRINDER PUMP

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AutoCAD SHX Text N/L Jack & Ann M. Regenhard TMP 51-3-31-2

AutoCAD SHX Text N/L Ronald D. Reiff TMP 51-3-31-4

AutoCAD SHX Text N/L Warwick Township TMP 51-3-31-1

AutoCAD SHX Text Baseball/Softball Fields

AutoCAD SHX Text Brush

AutoCAD SHX Text Conc.

AutoCAD SHX Text Bleacher

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AutoCAD SHX Text Brush

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AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text Stone Driveway

AutoCAD SHX Text Fence

AutoCAD SHX Text Exist. 12" Water Main

AutoCAD SHX Text Bit. Trail

AutoCAD SHX Text Ultimate Right-of-Way

AutoCAD SHX Text Legal Right-of-Way

AutoCAD SHX Text 25'

AutoCAD SHX Text 35'

AutoCAD SHX Text N/L Warwick Township TMP 51-3-31

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AutoCAD SHX Text Fence

AutoCAD SHX Text Parking

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AutoCAD SHX Text Bit. Driveway

AutoCAD SHX Text Edge of Pavement

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AutoCAD SHX Text Bit. Trail

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text Concrete Curb

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text Gravel Driveway

AutoCAD SHX Text Ultimate Right-of-Way

AutoCAD SHX Text Legal Right-of-Way

AutoCAD SHX Text Bituminous Driveway

AutoCAD SHX Text Fence

AutoCAD SHX Text Bit. Walkway

AutoCAD SHX Text Conc. Sidewalk

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PROP. FLUSHING CONNECTION (TYP.)

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PROP. FORCE MAIN

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PROP. FORCE MAIN

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GUINEA LANE (T-383)

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ASHTON DRIVE

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CONNECT TO EXISTING TEE

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PROP. E-ONE PUMP STATION CONNET TO 4" PVC GRAVITY LATERAL

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(TO BE REMOVED BY CONTRACTOR)

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(TO BE REMOVED BY CONTRACTOR)

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LANE

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GUINEA

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LANE

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HUNT VALLEY

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TURKEYTROT

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ROAD T336

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ORCHARD VALLEY

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FARMS

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FARMDALE ROAD

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CIRCLE

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HAWTHORNE

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HEATHER

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CIRCLE

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PHEASANT

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RUN

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CIRCLE

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GREENTREE

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CIRCLE

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SUNRISE WAY

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THE WOODS

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ALMSHOUSE

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ROAD

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WARWICK ROAD T-330

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CHAPMAN

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CIRCLE

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CAMBRIDGE

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PENNSBURRY

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DRIVE

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CANTERBURY LANE

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CIRCLE

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MONTI-

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CELLO

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DRIVE

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TARRA

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CIRCLE

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CLOVERLY

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CIRCLE

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MOUTAIN VIEW

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FARMS

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WAVERLY

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DR.

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JERICHO DRIVE

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BROOK LANE

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ST. ANDREWS

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SUNRISE

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COURT

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CARMEL

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DRIVE

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OF WARWICK

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DENBEIGH

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WARRINGTON TWP

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WYNNE

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ASHTON

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WAY

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GUINEA LANE PARK

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TWP PARK

AutoCAD SHX Text Existing Grade Along Centerline Proposed Force Main

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4' MIN.

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4' MIN.

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1 1/2" FORCE MAIN (SDR-11)

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1 1/2" FORCE MAIN (SDR-11)

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PROP. FLUSHING CONNECTION

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PROP. FLUSHING CONNECTION

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PROP. E-ONE PUMP STATION

AutoCAD SHX Text Connect Existing 4" PVC Gravity Lateral From Public Works Building to Proposed Pump Station

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4' MIN.

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PROP. FLUSHING CONNECTION

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4' MIN.

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4' MIN.

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4' MIN.

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1 1/2" FORCE MAIN (SDR-11)

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1 1/2" FORCE MAIN (SDR-11)

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PROP. FLUSHING CONNECTION

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PROP. FLUSHING CONNECTION

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CONNECT TO EXISTING TEE

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REVISION

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DATE

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APP.

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APP.

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DATE

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REVISION

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DESIGN

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DRAWN

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DATE

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CHECKED

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CHECKED

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SURVEY DATE

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RELEASED BY

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SEAL

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SEAL

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CLIENT & PROJECT

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TITLE

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PROJECT NO.

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SHEET NO.

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REV.

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FIELD BOOK

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DWG. NO.

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SCALE

AutoCAD SHX Text Dwg. Name: 5100-221 X-REF.DWG Plotted: 9/25/2026 11:58 AM5100-221 X-REF.DWG Plotted: 9/25/2026 11:58 AM Plotted: 9/25/2026 11:58 AM9/25/2026 11:58 AM

AutoCAD SHX Text Doylestown, Pennsylvania 18902

AutoCAD SHX Text 4259 West Swamp Road #410

AutoCAD SHX Text Tel 215.340.0600

AutoCAD SHX Text John Evarts P.E.

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JWE

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AutoCAD SHX Text September 2026

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AutoCAD SHX Text 20'

AutoCAD SHX Text 40'

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AutoCAD SHX Text 120'

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SCALE: 1" = 40'

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LEGEND

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LEGAL RIGHT-OF-WAY LINE

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PROPERTY LINE

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EXISTING CONTOUR

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EXISTING CONCRETE CURB

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EXISTING SANITARY SEWER W/ MANHOLE, LATERAL AND CLEANOUT

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EXISTING STORM SEWER AND INLET

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EXISTING SPOT ELEVATION

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EXISTING WATER MAIN, FIRE HYDRANT(FH), VALVE(WV) AND WATER SERVICE

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EXISTING TREE/SHRUB

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EDGE OF EXISTING WOODED AREA, INCLUDING BRUSH, VINES, TREES, ETC.

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PROPOSED FORCE MAIN W/ FLUSHING CONNECTION

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WARWICK TOWNSHIP 1733 TOWNSHIP GREEN JAMISON, PA 18929

AutoCAD SHX Text WARWICK TOWNSHIP PROPOSED FORCE MAIN PROJECT CONTRACT No. 5100-221

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PROPOSED FORCE MAIN PLAN

AutoCAD SHX Text 5100-221

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%%UNOTICE

AutoCAD SHX Text DIAL 8-1-1 OR 1-800-242-1776 NOT LESS THAN 3 BUSINESS DAYS NOR MORE THAN 10 BUSINESS DAYS PRIOR TO THE START OF EXCAVATION. COORDINATE YOUR PROJECTS VIA COORDINATE PA AT WWW.PAONECALL.ORG. PENNSYLVANIA ONE CALL SYSTEM

AutoCAD SHX Text IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXACT LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND FACILITIES AND STRUCTURES BEFORE THE START OF CONSTRUCTION ON THIS PROJECT. THIS NOTICE APPLIES ON INFORMATION SHOWN ON THIS PLAN AND ANY ASSOCIATED PLANS FOR THIS PROJECT INCLUDING PLANS OF SAME PREPARED BY OTHERS, E.G. UTILITY COMPANY PLANS.

AutoCAD SHX Text GRIDHAWK 721 DRESHER ROAD HORSHAM, PA. 19044 ATTN. STEVE SETTLE EMAIL : steve.settle@gridhawk.com PHONE : 773-861-1159

AutoCAD SHX Text COMCAST 1004 CORNERSTONE BOULEVARD DOWNINGTOWN, PA. 19335 ATTN. MICHAL SOWINSKI EMAIL : michal_sowinski@comcast.com PHONE : 856-912-7551

AutoCAD SHX Text WARWICK TOWNSHIP BUCKS COUNTY 1733 TOWNSHIP GREENE JAMISON, PA. 18929 ATTN. MARK RAMBO EMAIL : mrambo@warwickbucks.gov PHONE : 215-343-6100

AutoCAD SHX Text WARWICK TOWNSHIP WATER & SEWER AUTHORITY 1733 TOWNSHIP GREENE P.O. BOX 315 JAMISON, PA. 18929 ATTN. DANIEL ERVIN EMAIL : dervin@wtwsa.org PHONE : 215-343-3584

AutoCAD SHX Text VERIZON PENNSYLVANIA LLC ATTN. OFFICE PERSONNEL EMAIL : 1Call-Verizon-PADE@verizon.com

AutoCAD SHX Text 1" = 1000'

AutoCAD SHX Text As reprinted from the CKS Engineer's Inc. Street Map of Warwick Township, Bucks County, PA

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SCALE IN FEET

AutoCAD SHX Text 6.

AutoCAD SHX Text THE LOCATION AND DEPTH OF ANY UTILITY LINES SHOWN HEREON ARE APPROXIMATE ONLY. ACTUAL LOCATIONS AND DEPTHS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO ANY CONSTRUCTION.

AutoCAD SHX Text CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL DISTANCES, GRADES, QUANTITIES, LINES AND ELEVATIONS AND NOTIFYING ENGINEER OF ANY DISCREPANCIES.

AutoCAD SHX Text ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT SPECIFICATIONS, PUBLICATION 408, WARWICK TOWNSHIP ORDINANCES, LATEST EDITIONS AND THE WARWICK TOWNSHIP PROPOSED FORCE MAIN CONSTRUCTION SPECIFICATIONS.

AutoCAD SHX Text THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITY POLES, INCLUDING GUYS, IN CLOSE PROXIMITY TO THE CONSTRUCTION AREA. THE UTILITY POLES SHALL BE SUPPORTED AND BRACED IN ACCORDANCE WITH METHODS RECOMMENDED AND APPROVED BY THE RESPECTIVE UTILITY COMPANIES WHO SHALL BE NOTIFIED NO LESS THAN SEVEN (7) DAYS PRIOR TO THE START OF CONSTRUCTION NEAR EFFECTED UTILITY POLE.

AutoCAD SHX Text IN ADDITION TO TREES NOTED FOR REMOVAL, THE CONTRACTOR SHALL REMOVE ALL SAPLINGS UNDERGROWTH, ETC. WITHIN THE CONSTRUCTION AREA AS REQUIRED.

AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTING BASEBALL FIELD IMPROVEMENTS, STORMWATER MANAGEMENT FACILITIES, PARKING LOT AND APPURTENANCES TO LINE AND GRADE AS INDICATED ON THE CONSTRUCTION DRAWINGS.

AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR CLEARING, GRUBBING, PAVING, TOPSOILING, FERTILIZING AND SEEDING OR OTHERWISE RESTORING ALL AREAS DISTURBED BY HIS ACTIVITIES, AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND MAINTENANCE OF TRAFFIC CONTROL AT ALL TIMES IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPROPRIATE GOVERNMENTAL AGENCY HAVING JURISDICTION.

AutoCAD SHX Text IN ACCORDANCE WITH ACT 50, THE CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES INDIVIDUALLY AND SHALL NOTIFY THE PENNSYLVANIA UTILITIES "ONE-CALL" SERVICE AT LEAST 72 HOURS PRIOR TO COMMENCEMENT OF ANY EXCAVATION.

AutoCAD SHX Text ANY ITEMS DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS (i.e. WALLS, PAVING, FENCES, ETC.) SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO ADDITIONAL COST TO WARWICK TOWNSHIP.

AutoCAD SHX Text RIGHT-OF-WAY LINES, EASEMENTS AND PROPERTY BOUNDARY INFORMATION SHOWN HEREON HAS BEEN ESTABLISHED GRAPHICALLY USING DEEDS AND PLANS OF RECORD AND IS APPROXIMATE.

AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE TOWNSHIP ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ANY WORK BEING PERFORMED ON THIS PROJECT.

AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR EROSION AND SEDIMENTATION CONTROLS AS MAY BE REQUIRED BY WARWICK TOWNSHIP, THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THE BUCKS COUNTY CONSERVATION DISTRICT.

AutoCAD SHX Text INSPECTION OF, OR FAILURE TO INSPECT ANY MATERIAL OR WORKMANSHIP BY STATE, COUNTY OR TOWNSHIP OFFICIALS SHALL IN NO WAY RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES TO PERFORM THE WORK IN ACCORDANCE WITH THE APPLICABLE PLANS, SPECIFICATIONS AND LAWS.

AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING UTILITY SERVICES (ELECTRIC, GAS, WATER AND SANITARY SEWERS, ETC.). ANY INTERRUPTION IN SERVICE, OR NECESSARY REPAIRS TO MAINTAIN SERVICE, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

AutoCAD SHX Text NO MATERIAL SHALL BE PLACED OR ANY DISTURBANCE PERMITTED BEYOND THE LIMITS OF WORK WITHOUT THE WRITTEN PERMISSION OF THE PROPERTY OWNER DIRECTLY INVOLVED AND APPROVAL OF THE TOWNSHIP.

AutoCAD SHX Text THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATING AND MARKOUT OF ALL EXISTING UTILITIES IN THE FIELD PRIOR TO COMMENCING WORK.

AutoCAD SHX Text CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL PIPING AND APPURTENANCES TO LINE AND GRADE AS INDICATED ON THE PLANS.

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AutoCAD SHX Text EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON IS BASED UPON GROUND CONTROL SURVEYS DATED MARCH 7, 2022 BY TRANSYSTEMS AND AERIAL PHOTOGRAPHY DATED MARCH 4, 2022 BY KEYSTONE AERIAL SURVEY INC. EXISTING TOPOGRAPHIC INFORMATION SHOWN HEREON HAS ALSO BEEN BASED UPON LIMITED FIELD SURVEYS CONDUCTED BY ARRO CONSULTING, LLC (FORMERLY CKS ENGINEERS, INC.) DURING APRIL 2022. VERTICAL DATUM BASED ON NAVD 88 GEOID12B DATUM AND HORIZONTAL DATUM BASED ON NAD83 PA SOUTH STATE PLAN DATUM.

AutoCAD SHX Text 1.

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AutoCAD SHX Text CONTACTED 8/14/2026 SERIAL No. 20262263665

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LIST OF PUBLIC UTILITIES

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PLAN VIEW

AutoCAD SHX Text Scale: 1" = 40'

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PROFILE

AutoCAD SHX Text Scale: Horz. 1" = 40'

AutoCAD SHX Text Vert. 1" = 4'

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PROFILE

AutoCAD SHX Text Scale: Horz. 1" = 40'

AutoCAD SHX Text Vert. 1" = 4'

AutoCAD SHX Text ALL MAILBOXES REMOVED TEMPORARILY TO INSTALL PIPE MUST BE REINSTALLED AT THE END OF WORK DAY TO ALLOW NORMAL MAIL DELIVERY. ALL TRAFFIC SIGNS REMOVED TEMPORARILY TO INSTALL PIPE MUST BE REINSTALLED AT THE END OF WORK DAY TO ALLOW NORMAL TRAFFIC CONTROL.

AutoCAD SHX Text THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL DISTANCES, GRADES, QUANTITIES, LINES AND ELEVATIONS AND NOTIFYING ENGINEER OF ANY DISCREPANCIES.

AutoCAD SHX Text THE CONTRACTOR SHALL REGISTER WITH THE TOWNSHIPS AND COMPLY WITH ALL REQUIRED PERMITS, LICENSES AND INSPECTIONS, PAY ALL CHARGES AND FEES AND GIVE NOTICES NECESSARY FOR AND INCIDENTAL TO THE DUE AND LAWFUL PROSECUTION OF THE PROJECT.

AutoCAD SHX Text MINIMUM DEPTH OF COVER FOR PROPOSED FORCE MAIN SHALL BE FOUR (4) FEET, UNLESS OTHERWISE NOTED.

AutoCAD SHX Text CONSTRUCTION INCLUDING FITTINGS, ELBOWS, AND PIPING PROVIDED TO INSTALL FORCE MAIN AROUND UTILITIES SHALL BE FURNISHED AND INSTALLED BY THE CONTRACTOR AT NO ADDITIONAL COST EXCEPT AS NOTED.

AutoCAD SHX Text THE CONTRACTOR IS ADVISED THAT THIS PROJECT INVOLVES THE CONNECTIONS TO EXISTING ACTIVE SANITARY SEWER, AND THAT THE CONNECTIONS SHALL BE COORDINATED WITH THE TOWNSHIP AUTHORITY PERSONNEL ONLY.

AutoCAD SHX Text THE PROPOSED FORCE MAIN SHALL BE HDPE (SDR-11) PIPE, UNLESS OTHERWISE INDICATED ON THE PLANS. THE PIPE IS TO BE INSTALLED BY DIRECTIONAL DRILLING UNLESS OTHERWISE NOTED, IN ACCORDANCE WITH THE CONTRACT SPECIFICATIONS. LAUNCHING AND RECEIVING PITS SHALL BE PROVIDED NO GREATER THAN EVERY 300 LINEAR FEET APART AND SHALL BE PLACED IN LOCATIONS APPROVED BY THE ENGINEER. IN ADDITION, A TRACER WIRE SHALL BE INSTALLED TO FACILITATE FUTURE LOCATION OF THE FORCE MAIN. WIRE SHALL BE CONTINUOUS 12 GAUGE SOLID COPPER WIRE.

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AutoCAD SHX Text 341.2

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AutoCAD SHX Text 340.5

AutoCAD SHX Text 339.4

AutoCAD SHX Text N/L Jack & Ann M. Regenhard TMP 51-3-31-2

AutoCAD SHX Text N/L Ronald D. Reiff TMP 51-3-31-4

AutoCAD SHX Text N/L Warwick Township TMP 51-3-31-1

AutoCAD SHX Text Baseball/Softball Fields

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AutoCAD SHX Text Exist. 12" Water Main

AutoCAD SHX Text Bit. Trail

AutoCAD SHX Text Ultimate Right-of-Way

AutoCAD SHX Text Legal Right-of-Way

AutoCAD SHX Text 25'

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AutoCAD SHX Text N/L Warwick Township TMP 51-3-31

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AutoCAD SHX Text Fence

AutoCAD SHX Text Parking

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AutoCAD SHX Text Concrete Curb

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AutoCAD SHX Text Gravel Driveway

AutoCAD SHX Text Ultimate Right-of-Way

AutoCAD SHX Text Legal Right-of-Way

AutoCAD SHX Text Bituminous Driveway

AutoCAD SHX Text Fence

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AutoCAD SHX Text Bench

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PROP. FLUSHING CONNECTION (TYP.)

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PROP. FORCE MAIN

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PROP. FORCE MAIN

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PROP. FORCE MAIN

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GUINEA LANE (T-383)

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ASHTON DRIVE

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AutoCAD SHX Text 0+00

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CONNECT TO EXISTING TEE

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PROP. E-ONE PUMP STATION CONNET TO 4" PVC GRAVITY LATERAL

AutoCAD SHX Text Approx. Location of Exist. Underground Fuel Tank

AutoCAD SHX Text Exist. Septic System

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(TO BE REMOVED BY CONTRACTOR)

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(TO BE REMOVED BY CONTRACTOR)

AutoCAD SHX Text Exist. 4" PVC Gravity Lateral

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LANE

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GUINEA

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LANE

AutoCAD SHX Text T-383

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HUNT VALLEY

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TURKEYTROT

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ROAD T336

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ORCHARD VALLEY

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FARMS

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FARMDALE ROAD

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CIRCLE

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HAWTHORNE

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HEATHER

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CIRCLE

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PHEASANT

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RUN

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CIRCLE

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GREENTREE

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CIRCLE

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SUNRISE WAY

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THE WOODS

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ALMSHOUSE

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ROAD

AutoCAD SHX Text S.R. 2089

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WARWICK ROAD T-330

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CHAPMAN

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CIRCLE

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CAMBRIDGE

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PENNSBURRY

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DRIVE

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CANTERBURY LANE

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CIRCLE

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MONTI-

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CELLO

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DRIVE

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TARRA

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CIRCLE

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CLOVERLY

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CIRCLE

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MOUTAIN VIEW

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FARMS

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AutoCAD SHX Text E

AutoCAD SHX Text

AutoCAD SHX Text E

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WAVERLY

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DR.

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JERICHO DRIVE

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BROOK LANE

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ST. ANDREWS

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SUNRISE

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COURT

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CARMEL

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DRIVE

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OF WARWICK

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DENBEIGH

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WARRINGTON TWP

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WYNNE

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ASHTON

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WAY

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GUINEA LANE PARK

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TWP PARK

AutoCAD SHX Text Existing Grade Along Centerline Proposed Force Main

AutoCAD SHX Text 0+00

AutoCAD SHX Text 0+80

AutoCAD SHX Text 1+60

AutoCAD SHX Text 2+40

AutoCAD SHX Text 3+20

AutoCAD SHX Text 4+00

AutoCAD SHX Text 4+80

AutoCAD SHX Text 5+60

AutoCAD SHX Text 6+40

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4' MIN.

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4' MIN.

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1 1/2" FORCE MAIN (SDR-11)

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1 1/2" FORCE MAIN (SDR-11)

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PROP. FLUSHING CONNECTION

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PROP. FLUSHING CONNECTION

AutoCAD SHX Text 7+20

AutoCAD SHX Text

PROP. E-ONE PUMP STATION

AutoCAD SHX Text Connect Existing 4" PVC Gravity Lateral From Public Works Building to Proposed Pump Station

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4' MIN.

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PROP. FLUSHING CONNECTION

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4' MIN.

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4' MIN.

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4' MIN.

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1 1/2" FORCE MAIN (SDR-11)

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1 1/2" FORCE MAIN (SDR-11)

AutoCAD SHX Text 7+20

AutoCAD SHX Text 8+00

AutoCAD SHX Text 8+80

AutoCAD SHX Text 9+60

AutoCAD SHX Text 10+40

AutoCAD SHX Text 11+20

AutoCAD SHX Text 12+00

AutoCAD SHX Text 12+80

AutoCAD SHX Text 13+60

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PROP. FLUSHING CONNECTION

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PROP. FLUSHING CONNECTION

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CONNECT TO EXISTING TEE

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REVISION

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DATE

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APP.

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APP.

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DATE

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REVISION

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DESIGN

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DRAWN

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DATE

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CHECKED

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CHECKED

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SURVEY DATE

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RELEASED BY

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SEAL

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SEAL

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CLIENT & PROJECT

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TITLE

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PROJECT NO.

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SHEET NO.

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REV.

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FIELD BOOK

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DWG. NO.

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SCALE

AutoCAD SHX Text Dwg. Name: 5100-221 X-REF.DWG Plotted: 9/25/2026 2:39 PM5100-221 X-REF.DWG Plotted: 9/25/2026 2:39 PM Plotted: 9/25/2026 2:39 PM9/25/2026 2:39 PM