2-6715-11 CONTRACT DRAWINGS.pdf

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Heritage Hills WWTP Discharge Interconnection, Contract No. 6715-11 State and local contract opportunity
Solicitation number
Not on record
Issued by
Bucks County, Pennsylvania

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Contract Drawings Summary: Heritage Hills WWTP Discharge Interconnection

This document is a comprehensive set of contract drawings prepared by ARRO Consulting, Inc. for Upper Makefield Township in Bucks County, Pennsylvania, detailing the design specifications for the Heritage Hills Wastewater Treatment Plant (WWTP) Discharge Interconnection project (Contract No. 6715-11). The project involves the installation of a precast concrete valve vault chamber, discharge piping and fittings, automated plug valves with actuators, check valves, concentric reducers, and connections to existing 4-inch and 6-inch ductile iron piping. The scope includes site plan layouts showing existing and proposed improvements, electrical infrastructure with SCADA panel integration, pump station details, erosion and sedimentation control measures, and detailed installation specifications for pipe bedding, trench restoration, pavement restoration, and soil stabilization. The drawings were prepared by Richard P. Getts, P.E., dated June 17, 2026, and include four sheets covering title and utilities information, discharge interconnection site plans, pump station and valve vault details with cross-sections, and comprehensive erosion control plans. Site inspections for prospective bidders are limited to Tuesday, June 30, 2026, from 10:00 AM to 11:00 AM and Wednesday, July 1, 2026, from 10:00 AM to 11:00 AM, with at least 24 hours' notice required by contacting ARRO Consulting, Inc. at (215) 340-0600.

The drawings establish critical pre-construction requirements including notification to the Upper Makefield Township Water and Sewer Engineer a minimum of 48 hours in advance of work, verification of all field dimensions and existing utility locations prior to commencing work, and compliance with Pennsylvania's Act 50 mandating contact with Pennsylvania Utilities "One Call" Service at least 72 hours prior to excavation. The contractor bears full responsibility for verifying equipment dimensions, maintaining utility services, replacing any damaged improvements at no cost to the township, and submitting a detailed sequence of construction for engineer review and approval. Existing topography is based on limited field surveys conducted by CKS Engineers, Inc. in September 2025 using North American Vertical Datum (NAVD88) elevations. The project scope encompasses typical pipe bedding details with appropriate aggregate selection based on pipe type, trench restoration and backfill specifications for both paved and unpaved areas, permanent and temporary soil stabilization with detailed seeding and mulching specifications, and erosion control best management practices including compost filter socks, topsoil stockpiles with filter sock perimeters, and rock construction entrance tire cleaning areas. All work must comply with applicable PennDOT Publication 408 specifications, Pennsylvania Department of Environmental Protection erosion control regulations (Title 25, Chapter 102), and established prevailing wage requirements for the Commonwealth of Pennsylvania.

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Other files for this state and local contract opportunity

Other files attached to Heritage Hills WWTP Discharge Interconnection, Contract No. 6715-11, newest first.
File Type Posted
1-6715-11 CONTRACT DOCUMENTS.pdf PDF
4-Doc 00 43 13 - BID BOND.pdf PDF
55-Sec 01 70 00 - CONTRACT CLOSEOUT.pdf PDF
5-Doc 00 45 19 - NON-COLLUSION AFFIDAVIT.pdf PDF
46-Sec 32 12 00 - BITUMINOUS CONCRETE PAVING.pdf PDF
18-Doc 00 65 19.19 - CONSENT OF SURETY.pdf PDF
40-Sec 31 20 00 - EARTHWORK.pdf PDF
27-Sec 01 32 16 - NARRATIVE CONSTRUCTION SCHEDULE.pdf PDF
14-Doc 00 65 19.13 - CONTRACTORS AFFIDAVIT.pdf PDF
26-Doc 00 73 00 - 01 - APPENDIX A COVER.pdf PDF
47-Sec 01 50 00 - CONSTRUCTION FACILITIES.pdf PDF
9-Doc 00 01 15 - LIST OF DRAWINGS.pdf PDF
8-Doc 00 41 00 - BID FORM - EBID.pdf PDF
36-Sec 01 26 73 - BITUMINOUS MATERIAL PRICE ADJUSTMENT.pdf PDF
52-Sec 32 05 19.13 - GEOTEXTILE.pdf PDF
13-Doc 00 62 16-CERTIFICATE OF INSURANCE.pdf PDF
44-Sec 32 01 17.61 - ASPHALT JOINT SEALING.pdf PDF
11-Doc 00 61 13.13 - PERFORMANCE BOND.pdf PDF
43-Sec 31 23 00 - EXCAVATION BACKFILL AND COMPACTION FOR ROADWAYS.pdf PDF
38-Sec 01 33 00 - SUBMITTALS.pdf PDF
12-Doc 00 52 00 - AGREEMENT.pdf PDF
30-Doc 00 72 00 - GENERAL CONDITIONS.pdf PDF
3-Doc 00 01 01 - TITLE SHEET AND COVER.pdf PDF
19-Doc 00 61 13.16 - PAYMENT BOND.pdf PDF
42-Sec 31 23 16.26 - ROCK REMOVAL.pdf PDF
17-Doc 00 21 13 - INSTRUCTIONS TO BIDDERS - EBID.pdf PDF
39-Doc 00 73 00 - 00 - SUPPLEMENTARY CONDITIONS.pdf PDF
25-Sec 01 22 00 - 03 - MP PAVEMENT MARKING QUANTITIES.pdf PDF
41-Sec 01 55 26 - TRAFFIC REGULATION.pdf PDF
34-Sec 01 40 00 - QUALITY CONTROL.pdf PDF
48-Doc 00 11 13 - ADVERTISEMENT FOR BIDS.pdf PDF
51-Sec 01 57 13 - EROSION SEDIMENT CONTROL.pdf PDF
45-Sec 32 01 16.71 - MILLING OF BITUMINOUS PAVEMENT SURFACE.pdf PDF
2-Doc 00 45 13 - BIDDER QUALIFICATION STATEMENT.pdf PDF
32-Sec 01 22 00 - 01 - MP BASE BID QUANTITIES.pdf PDF
54-Sec 32 17 23.33 - THERMOPLASTIC PAVEMENT MARKINGS.pdf PDF
21-Doc 00 91 13 - ADDENDA.pdf PDF
10-Doc 00 01 10 -TABLE OF CONTENTS.pdf PDF
22-Sec 01 32 36 - AUDIO-VIDEOTAPING.pdf PDF
56-2026 UMT Paving Map.pdf PDF
33-Sec 01 22 00 - 00 - MEASUREMENT AND PAYMENT.pdf PDF
53-Sec 01 60 00 - MATERIAL AND EQUIPMENT.pdf PDF
1-Doc 00 45 10 - BIDDER ACKNOWLEDGEMENT FORM.pdf PDF
20-Doc 00 73 00 - 01 - APPENDIX A PREVAILING WAGE RATES.pdf PDF
6-Doc 00 45 53 - AGREEMENT OF SURETY COMPANY.pdf PDF
15-Doc 00 65 19.16 - CONTRACTORS RELEASE OF LIENS.pdf PDF
24-Sec 01 11 13 - SUMMARY OF WORK.pdf PDF
7-Doc 00 21 13.1 - ELECTRONIC BIDDING INSTRUCTIONS.pdf PDF
31-Sec 01 22 00 - 02 - MP ALTERNATE BID QUANTITIES.pdf PDF
37-Sec 01 42 13 - ORGANIZATION AND REFERENCE ACRONYMS.pdf PDF
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PROFESSIONAL CERTIFICATION

I, ____________________, P.E.

hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Pennsylvania, License No. ____

Expiration Date: ____-__-__

8.

1.

NOTES:

3.

2.

5.

6.

7.

CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UPPER MAKEFIELD

TOWNSHIP WATER AND SEWER ENGINEER A MINIMUM OF 48 HOURS IN ADVANCE OF ANY

WORK BEING PERFORMED ON THIS PROJECT.

EXISTING TOPOGRAPHY SHOWN HEREON IS BASED UPON LIMITED FIELD SURVEYS

CONDUCTED BY CKS ENGINEERS, INC. DURING THE MONTH OF SEPTEMBER 2025.

ELEVATIONS BASED UPON NORTH AMERICAN VERTICAL DATUM (NAVD88)

ALL MECHANICAL EQUIPMENT IS SHOWN FOR ILLUSTRATION PURPOSES, AND IS NOT

DRAWN TO SCALE UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL VERIFY ALL

EQUIPMENT DIMENSIONS.

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.

ANY ITEMS DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS (I.E. CURBING,

PAVING, FENCES, ETC.) SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO

UPPER MAKEFIELD TOWNSHIP.

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.

UPPER MAKEFIELD TOWNSHIP

BUCKS COUNTY, PENNSYLVANIA

DRAWING TITLE SHEET NO.

DRAWING INDEX

PREPARED FOR:

9. THE CONTRACTOR IS RESPONSIBLE FOR CHECKING ALL DISTANCES, GRADES, QUANTITIES,

LINES AND ELEVATIONS AND NOTIFYING ENGINEER OF ANY DISCREPANCIES.

10. THE CONTRACTOR SHALL REGISTER WITH UPPER MAKEFIELD TOWNSHIP 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.

11.

JUNE 2026

HERITAGE HILLS WWTP

DISCHARGE INTERCONNECTION

CONTRACT NO. 6715-11

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.

4. LOCATIONS OF EXISTING PIPING, UTILITIES AND APPURTENANCES SHOWN

THROUGHOUT THESE PLANS WERE OBTAINED FROM EXISTING PLANS AND LIMITED

FIELD EXPLORATION. THEY ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ALL FIELD

DIMENSIONS PRIOR TO COMMENCING WORK,

ALL DIMENSIONS SHOWN HEREON TO BE FIELD VERIFIED BY THE CONTRACTOR.

CONTRACTOR SHALL SUBMIT A SEQUENCE OF CONSTRUCTION FOR REVIEW AND APPROVAL

BY THE ENGINEER PRIOR TO THE START OF CONSTRUCTION.

12.

13.

ACT 50

LOCATION MAP

AutoCAD SHX Text Doylestown, Pennsylvania 18902

AutoCAD SHX Text 4259 West Swamp Road #410

AutoCAD SHX Text Tel 215.340.0600

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REVISION

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RELEASED BY

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SEAL

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CLIENT & PROJECT

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TITLE

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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: 6715-7 COVER SHT #1.DWG Plotted: 6/17/266715-7 COVER SHT #1.DWG Plotted: 6/17/26 Plotted: 6/17/26

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OF

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RICHARD P. GETTS, P.E.

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RPG

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TNS

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JUNE 17 2026

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UPPER MAKEFIELD TOWNSHIP

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HERITAGE HILLS WASTEWATER TREATMENT PLANT

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DISCHARGE INTERCONNECTION

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UPPER MAKEFIELD TOWNSHIP, BUCKS COUNTY, PENNSYLVANIA

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AS SHOWN

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AutoCAD SHX Text 6715-11

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AutoCAD SHX Text ARRO Consulting, Inc.

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TITLE SHEET

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SITE PLAN - DISCHARGE INTERCONNECTION

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UPPER MAKEFIELD TOWNSHIP

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HERITAGE HILLS WWTP DISCHARGE INTERCONNECTION

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VERIZON PENNSYLVANIA L.L.C.

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UPPER MAKEFIELD TOWNSHIP

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1076 EAGLE ROAD

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NEWTOWN, PA 18940

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ATTN.: BRUCE SCOTT

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55 INDUSTRIAL DRIVE

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IVYLAND, PA. 18974

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COMCAST CABLE

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1050 VIRGINIA DR

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FORT WASHINGTON, PA 19034

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ATTN.: DARLINE LEPPERD JOHNSON

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ATTN. KATHIE BROWN

AutoCAD SHX Text C/O U.S.I.C.

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450 S. HENDERSON ROAD, SUITE B

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KING OF PRUSSIA, PA 19406

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PECO ENERGY INC.

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ATTN. NIKKIA SIMPKINS

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CONTRACT NO. 6715-11

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EMAIL : NIKKIASIMPKINS@USICLLC.COM

AutoCAD SHX Text EMAIL : bscott@uppermakefield.org

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PUMP STATION - DISCHARGE INTERCONNECTION

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%%UNOTICE

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IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL

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EXACT LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND

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FACILITIES AND STRUCTURES BEFORE THE START OF

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CONSTRUCTION ON THIS PROJECT. THIS NOTICE APPLIES TO

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INFORMATION SHOWN ON THIS PLAN AND ANY ASSOCIATED

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PLANS FOR THIS PROJECT INCLUDING PLANS OF SAME

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PREPARED BY OTHERS, E.G. UTILITY COMPANY PLANS.

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LIST OF PUBLIC UTILITIES

AutoCAD SHX Text THE CONTRACTOR SHALL CONTACT ALL UTILITIES OR PRIVATE CONCERNS IN COMPLIANCE WITH THE REQUIREMENTS OF P.L. 852, No. 287, DECEMBER 10, 1974 AS AMENDED ON APRIL 28, 2018 BY ACT No. 50, 72 HOURS PRIOR TO ANY EXCAVATION BY CALLING 800-242-1776 AND/OR TELEPHONE NUMBERS LISTED BELOW. UTILITIES OR PRIVATE CONCERNS TO BE CONTACTED SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:

AutoCAD SHX Text

AutoCAD SHX Text 1" = 2000'

AutoCAD SHX Text As reprinted from the ARRO Consulting, Inc. Street Map of Upper Makefield Township, Bucks County, PA

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SCALE IN FEET

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TAYLORSVILLE ROAD (S.R. 2071)

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DECISION WAY

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HERITAGE HILLS DR.

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TERRELL DRIVE

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JESTER COURT

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HERITAGE HILLS WATER BOOSTER STATION

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HERITAGE HILLS WWTP

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PROJECT LOCATION

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DISPATCH DR.

AutoCAD SHX Text McCONKEY DR.

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DISPATCH DR.

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REF. NO. 6715-11

AutoCAD SHX Text 6/17/26

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ELECTRICAL SITE PLAN

AutoCAD SHX Text E1

AutoCAD SHX Text E2

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ELECTRICAL SINGLE LINE DIAGRAM

AutoCAD SHX Text

ELECTRICAL DETAILS

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AutoCAD SHX Text E4

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NEW SCADA PANEL WIRING DIAGRAMS

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NEW SCADA PANEL WIRING DIAGRAMS

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AutoCAD SHX Text Doylestown, Pennsylvania 18902

AutoCAD SHX Text 4259 West Swamp Road #410

AutoCAD SHX Text Tel 215.340.0600

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REVISION

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NO

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DATE

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BY

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APP.

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BY

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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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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: 6715-7 COVER SHT #1.DWG Plotted: 6/17/266715-7 COVER SHT #1.DWG Plotted: 6/17/26 Plotted: 6/17/26

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OF

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RICHARD P. GETTS, P.E.

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RPG

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RPG

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TNS

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RPG

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JUNE 17 2026

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UPPER MAKEFIELD TOWNSHIP

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HERITAGE HILLS WASTEWATER TREATMENT PLANT

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DISCHARGE INTERCONNECTION

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UPPER MAKEFIELD TOWNSHIP, BUCKS COUNTY, PENNSYLVANIA

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AS SHOWN

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NO

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REVISION

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BY

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NO

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BY

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AutoCAD SHX Text ARRO Consulting, Inc.

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TITLE SHEET

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SITE PLAN - DISCHARGE INTERCONNECTION

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UPPER MAKEFIELD TOWNSHIP

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HERITAGE HILLS WWTP DISCHARGE INTERCONNECTION

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VERIZON PENNSYLVANIA L.L.C.

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UPPER MAKEFIELD TOWNSHIP

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1076 EAGLE ROAD

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NEWTOWN, PA 18940

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ATTN.: BRUCE SCOTT

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55 INDUSTRIAL DRIVE

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IVYLAND, PA. 18974

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COMCAST CABLE

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1050 VIRGINIA DR

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FORT WASHINGTON, PA 19034

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ATTN.: DARLINE LEPPERD JOHNSON

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ATTN. KATHIE BROWN

AutoCAD SHX Text C/O U.S.I.C.

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450 S. HENDERSON ROAD, SUITE B

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KING OF PRUSSIA, PA 19406

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PECO ENERGY INC.

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ATTN. NIKKIA SIMPKINS

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CONTRACT NO. 6715-11

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EMAIL : NIKKIASIMPKINS@USICLLC.COM

AutoCAD SHX Text EMAIL : bscott@uppermakefield.org

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PUMP STATION - DISCHARGE INTERCONNECTION

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%%UNOTICE

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IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL

AutoCAD SHX Text

EXACT LOCATIONS AND ELEVATIONS OF ALL UNDERGROUND

AutoCAD SHX Text

FACILITIES AND STRUCTURES BEFORE THE START OF

AutoCAD SHX Text

CONSTRUCTION ON THIS PROJECT. THIS NOTICE APPLIES TO

AutoCAD SHX Text

INFORMATION SHOWN ON THIS PLAN AND ANY ASSOCIATED

AutoCAD SHX Text

PLANS FOR THIS PROJECT INCLUDING PLANS OF SAME

AutoCAD SHX Text

PREPARED BY OTHERS, E.G. UTILITY COMPANY PLANS.

AutoCAD SHX Text

LIST OF PUBLIC UTILITIES

AutoCAD SHX Text THE CONTRACTOR SHALL CONTACT ALL UTILITIES OR PRIVATE CONCERNS IN COMPLIANCE WITH THE REQUIREMENTS OF P.L. 852, No. 287, DECEMBER 10, 1974 AS AMENDED ON APRIL 28, 2018 BY ACT No. 50, 72 HOURS PRIOR TO ANY EXCAVATION BY CALLING 800-242-1776 AND/OR TELEPHONE NUMBERS LISTED BELOW. UTILITIES OR PRIVATE CONCERNS TO BE CONTACTED SHALL INCLUDE, BUT NOT BE LIMITED TO, THE FOLLOWING:

AutoCAD SHX Text

AutoCAD SHX Text 1" = 2000'

AutoCAD SHX Text As reprinted from the ARRO Consulting, Inc. Street Map of Upper Makefield Township, Bucks County, PA

AutoCAD SHX Text

AutoCAD SHX Text

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AutoCAD SHX Text

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SCALE IN FEET

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TAYLORSVILLE ROAD (S.R. 2071)

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DECISION WAY

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HERITAGE HILLS DR.

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TERRELL DRIVE

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JESTER COURT

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HERITAGE HILLS WATER BOOSTER STATION

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HERITAGE HILLS WWTP

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PROJECT LOCATION

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DISPATCH DR.

AutoCAD SHX Text McCONKEY DR.

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DISPATCH DR.

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REF. NO. 6715-11

AutoCAD SHX Text 6/17/26

AutoCAD SHX Text

ELECTRICAL SITE PLAN

AutoCAD SHX Text E1

AutoCAD SHX Text E2

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ELECTRICAL SINGLE LINE DIAGRAM

AutoCAD SHX Text

ELECTRICAL DETAILS

AutoCAD SHX Text E3

AutoCAD SHX Text E4

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NEW SCADA PANEL WIRING DIAGRAMS

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NEW SCADA PANEL WIRING DIAGRAMS

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SITE PLAN - EROSION & SEDIMENTATION CONTROL

AutoCAD SHX Text hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Pennsylvania, License No. ____

Expiration Date: ____-__-__

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1" GALV - AIR

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1.5" PVC - CHEM

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CO

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CO

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CO

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CO

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AutoCAD SHX Text Hatch

AutoCAD SHX Text Chain-Link Fence

AutoCAD SHX Text Concrete Pad

AutoCAD SHX Text Bollard

AutoCAD SHX Text Existing Recharge Area Dosing Station

AutoCAD SHX Text Hatch

AutoCAD SHX Text Control Box

AutoCAD SHX Text Edge of Pavement

AutoCAD SHX Text Bituminous Driveway

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 63.03

AutoCAD SHX Text x

AutoCAD SHX Text 62.28

AutoCAD SHX Text x

AutoCAD SHX Text 62.28

AutoCAD SHX Text x

AutoCAD SHX Text 63.44

AutoCAD SHX Text x

AutoCAD SHX Text 62.82

AutoCAD SHX Text x

AutoCAD SHX Text 61.32

AutoCAD SHX Text x

AutoCAD SHX Text 60.92

AutoCAD SHX Text x

AutoCAD SHX Text 61.21

AutoCAD SHX Text x

AutoCAD SHX Text 64.54

AutoCAD SHX Text x

AutoCAD SHX Text 60.60

AutoCAD SHX Text x

AutoCAD SHX Text 61.90

AutoCAD SHX Text x

AutoCAD SHX Text Gate

AutoCAD SHX Text Gate

AutoCAD SHX Text Existing Control Building

AutoCAD SHX Text

1" GALV - AIR

AutoCAD SHX Text

1.5" PVC - CHEM

AutoCAD SHX Text

6" DIP - OF

AutoCAD SHX Text

8" DIP

AutoCAD SHX Text

6" DIP

AutoCAD SHX Text

6" DIP

AutoCAD SHX Text To Delaware River

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text

6" DIP - OF

AutoCAD SHX Text

6" DIP

AutoCAD SHX Text N.C.

AutoCAD SHX Text

6" DIP

AutoCAD SHX Text

6" DIP

AutoCAD SHX Text

6" DIP

AutoCAD SHX Text

6" DIP-FF

AutoCAD SHX Text

6" DIP-BW

AutoCAD SHX Text Filter Feed Pump Station

AutoCAD SHX Text Inv. 58.89

AutoCAD SHX Text

4" PVC

AutoCAD SHX Text Inv. 60.14

AutoCAD SHX Text Inv. 60.14

AutoCAD SHX Text Weir Inv. 62.09

AutoCAD SHX Text Inv. 61.39

AutoCAD SHX Text 64.89

AutoCAD SHX Text x

AutoCAD SHX Text 64.87

AutoCAD SHX Text x

AutoCAD SHX Text 64.92

AutoCAD SHX Text x

AutoCAD SHX Text 63.62

AutoCAD SHX Text x

AutoCAD SHX Text 63.66

AutoCAD SHX Text x

AutoCAD SHX Text 63.58

AutoCAD SHX Text x

AutoCAD SHX Text Paved Service Road

AutoCAD SHX Text Stone Driveway

AutoCAD SHX Text UV Disinfection System

AutoCAD SHX Text 6" D.I.P. Water Line

AutoCAD SHX Text Scale : 1" = 5'-0"

AutoCAD SHX Text

SITE PLAN ENLARGEMENT - PROPOSED IMPROVEMENTS

AutoCAD SHX Text 2.5

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text Doylestown, Pennsylvania 18902

AutoCAD SHX Text 4259 West Swamp Road #410

AutoCAD SHX Text Tel 215.340.0600

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

NO

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

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APP.

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APP.

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BY

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DATE

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NO

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DESIGN

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

DATE

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SURVEY DATE

AutoCAD SHX Text

RELEASED BY

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

CLIENT & PROJECT

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

REV.

AutoCAD SHX Text

FIELD BOOK

AutoCAD SHX Text

DWG. NO.

AutoCAD SHX Text

SCALE

AutoCAD SHX Text Dwg. Name: 6715_7_DISCHARGE INTERCONNECTION_PLAN.DWG Plotted: 6/17/266715_7_DISCHARGE INTERCONNECTION_PLAN.DWG Plotted: 6/17/26 Plotted: 6/17/26

AutoCAD SHX Text

OF

AutoCAD SHX Text

RICHARD P. GETTS, P.E.

AutoCAD SHX Text

MHM

AutoCAD SHX Text

MHM

AutoCAD SHX Text

TNS

AutoCAD SHX Text

MHM

AutoCAD SHX Text

JUNE 17, 2026

AutoCAD SHX Text

UPPER MAKEFIELD TOWNSHIP

AutoCAD SHX Text

HERITAGE HILLS WASTEWATER TREATMENT PLANT

AutoCAD SHX Text

DISCHARGE INTERCONNECTION

AutoCAD SHX Text

UPPER MAKEFIELD TOWNSHIP, BUCKS COUNTY, PENNSYLVANIA

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text

NO

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

APP.

AutoCAD SHX Text

NO

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

APP.

AutoCAD SHX Text

SITE PLAN - DISCHARGE INTERCONNECTION

AutoCAD SHX Text 6715-11

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Scale : 1" = 10'-0"

AutoCAD SHX Text

SITE PLAN - EXISTING CONDITIONS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

SCALE IN FEET

AutoCAD SHX Text ARRO Consulting, Inc.

AutoCAD SHX Text 8"

AutoCAD SHX Text %%uTYPICAL PIPE BEDDING DETAIL

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

BEDDING

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

UNLESS OTHERWISE

AutoCAD SHX Text

SEE NOTE, BELOW

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

DIRECTED BY THE

AutoCAD SHX Text

EDGE OF TRENCH

AutoCAD SHX Text

1'-0" MIN.

AutoCAD SHX Text 8"

AutoCAD SHX Text

CLASS 1B STONE FOR PVC PIPE, SELECT GRANULAR

AutoCAD SHX Text

MATERIAL FOR D.I.P. WITHIN STATE HIGHWAYS, 2A

AutoCAD SHX Text

AGGREGATE FOR HDPE, D.I.P., ALL OTHER LOCATIONS CLEAN

AutoCAD SHX Text

"SELECT" EXCAVATED MATERIAL FOR COPPER WATER SERVICE

AutoCAD SHX Text

TUBING

AutoCAD SHX Text

4" MIN.

AutoCAD SHX Text

BELL

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OF

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PIPE

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MIN.

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MIN.

AutoCAD SHX Text

ALL INTERIOR PIPING AND FITTINGS SHALL BE SUPPORTED WITH

AutoCAD SHX Text

PIPE HANGERS AND BRACKETS IN ACCORDANCE WITH SPECIFICATIONS.

AutoCAD SHX Text 3.

AutoCAD SHX Text

AN APPLICATION OF PG 64-22 ASPHALT CEMENT (6 INCHES WIDE)

AutoCAD SHX Text

SHALL BE PROVIDED AT ALL LOCATIONS WHERE NEW BITUMINOUS PAVEMENT

AutoCAD SHX Text 4.

AutoCAD SHX Text

JOINS EXISTING BITUMINOUS PAVEMENT FOR ALL REPAIRS.

AutoCAD SHX Text

ALL EXCAVATION WITHIN EXISTING AND PROPOSED PAVED AREAS SHALL BE RESTORED

AutoCAD SHX Text

IN ACCORDANCE WITH THE "TRENCH RESTORATION AND BACKFILL FOR ALL PAVED

AutoCAD SHX Text

AREAS" DETAIL, THIS SHEET. THIS INCLUDES EXCAVATION FOR BOTH INSTALLATION

AutoCAD SHX Text

OF NEW PIPING AND/OR REMOVAL OF EXISTING PIPING OR STRUCTURES.

AutoCAD SHX Text

%%UNOTES:

AutoCAD SHX Text

ALL AREAS INCLUDED IN THE "LIMITS OF PAVING" RESTORATION, BUT OUTSIDE THE

AutoCAD SHX Text

TRENCH RESTORATION AREAS SHALL BE MILLED, AND OVERLAID WITH 2 INCHES OF

AutoCAD SHX Text

ID-2 WEARING SURFACE. ALL EDGES SHALL BE SEALED WITH BITUMINOUS MATERIAL (AC-20)

AutoCAD SHX Text 1.

AutoCAD SHX Text 2.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

%%UTRENCH RESTORATION AND BACKFILL

AutoCAD SHX Text

%%UFOR ALL UNIMPROVED AREAS

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text

SEE PIPE BEDDING

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

SUITABLE MATERIAL" PER

AutoCAD SHX Text

PENNDOT PUBLICATION 408

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BACKFILL WITH RETAINED

AutoCAD SHX Text

SECTION 206.2, LATEST EDITION

AutoCAD SHX Text

6" TOPSOIL

AutoCAD SHX Text

ALL DISTURBED AREAS SHALL BE SEEDED (SEE SPECIFICATIONS)

AutoCAD SHX Text

1. FERTILIZER - 10-20-10 AT A RATE OF 25 LBS./1000 S.F.

AutoCAD SHX Text

2. LIMESTONE - 90 LBS./1000 S.F. (PULVERIZED DOLOMITIC

AutoCAD SHX Text %%uTEMPORARY SOIL STABILIZATION SPECIFICATIONS

AutoCAD SHX Text

LB./1000 S.F.

AutoCAD SHX Text

AT A RATE OF 3 TONS/ACRE

AutoCAD SHX Text

ANCHORING TOOL.

AutoCAD SHX Text

MULCH TO BE ANCHORED BY USE OF A MULCH

AutoCAD SHX Text

3. SEED - ANNUAL RYEGRASS AT A RATE OF ONE (1)

AutoCAD SHX Text

SEVEN (7) LBS./1000 S.F.

AutoCAD SHX Text

AT A RATE OF 3 TONS/ACRE MULCH TO

AutoCAD SHX Text

BE ANCHORED BY USE OF A MULCH ANCHORING TOOL.

AutoCAD SHX Text

AND PERENNIAL RYEGRASS ALL AT A RATE OF

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4. MULCH - SMALL GRAIN STRAW

AutoCAD SHX Text

3. SEED - MIXTURE OF KENTUCKY BLUEGRASS, RED FESCUE

AutoCAD SHX Text

2. LIMESTONE - 135 LBS./1000 S.F. (DOLOMITIC LIMESTONE)

AutoCAD SHX Text

1. FERTILIZER - 10-20-10 AT A RATE OF 25 LBS./1000 S.F.

AutoCAD SHX Text %%uPERMANENT SOIL STABILIZATION SPECIFICATIONS

AutoCAD SHX Text

4. MULCH - HAY OR SMALL GRAIN STRAW

AutoCAD SHX Text

LIMESTONE)

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

MECHANICALLY TAMPED

AutoCAD SHX Text

2A MATERIAL AGGREGATE

AutoCAD SHX Text

IN 8" LAYERS

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text %%uPAVEMENT TRENCH RESTORATION AND

AutoCAD SHX Text

%%UBACKFILL FOR EXISTING PAVED AREAS

AutoCAD SHX Text

UNTIL AT LEAST 30 DAYS AFTER PLACEMENT

AutoCAD SHX Text

PERMANENT RESTORATION SHALL NOT BE PERMITTED

AutoCAD SHX Text

OF TEMPORARY PAVEMENT

AutoCAD SHX Text 8"

AutoCAD SHX Text 8"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

MIN.

AutoCAD SHX Text 12"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MATCH EXIST.

AutoCAD SHX Text

DEPTH IF GREATER

AutoCAD SHX Text

THAN SPECIFIED.

AutoCAD SHX Text

AutoCAD SHX Text

SEE PIPE BEDDING

AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

MIN.

AutoCAD SHX Text

SUPERPAVE ASPHALT MIXTURE DESIGN, HMA

AutoCAD SHX Text

BASE COURSE, PG 64-22, 0 TO 0.3

AutoCAD SHX Text

MILLION ESALS, 25.0 MM MIX, 4 INCHES

AutoCAD SHX Text

THICK

AutoCAD SHX Text

AutoCAD SHX Text

2A AGGREGATE SUBBASE, 6"

AutoCAD SHX Text

THICK

AutoCAD SHX Text

AutoCAD SHX Text

EDGE OF PAVING SAWCUT

AutoCAD SHX Text

EX. GRADE

AutoCAD SHX Text %%u (FT)

AutoCAD SHX Text

CLASSIFICATION

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DEPTH

AutoCAD SHX Text 10 - 14

AutoCAD SHX Text 8 - 10

AutoCAD SHX Text 0 - 8

AutoCAD SHX Text

MAX. TRENCH

AutoCAD SHX Text

OD + 60

AutoCAD SHX Text

OD + 48

AutoCAD SHX Text %%u (IN)

AutoCAD SHX Text

OD + 42

AutoCAD SHX Text

WIDTH

AutoCAD SHX Text Exist. Surface Grade

AutoCAD SHX Text

MAX. TRENCH WIDTH

AutoCAD SHX Text

DEPTH CLASSIFICATION

AutoCAD SHX Text

%%UALLOWABLE TRENCH WIDTHS FOR SANITARY SEWER

AutoCAD SHX Text

INVERT OF PIPE

AutoCAD SHX Text %%uINSTALLATION DETAIL

AutoCAD SHX Text

(SEE THIS SHEET)

AutoCAD SHX Text

PIPE BEDDING

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text TRENCH SIDE SLOPES BETWEEN EXISTING SURFACE GRADE AND TOP OF PIPE BEDDING MAY VARY

AutoCAD SHX Text %%uNOTE:

AutoCAD SHX Text

OD+16"

OD

hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Pennsylvania, License No. ____

Expiration Date: ____-__-__

RCBA

8"

6"

4"

12"

10"

16"

AutoCAD SHX Text

6" MIN. CRUSHED STONE

AutoCAD SHX Text

AASHTO #57

AutoCAD SHX Text

UNDISTURBED SOIL OR

AutoCAD SHX Text

LOAD BEARING MATERIAL

AutoCAD SHX Text 36" X 48" Access Door

AutoCAD SHX Text Top El. 64.50

AutoCAD SHX Text Grade El. 64.00

AutoCAD SHX Text Pitless Adapter

AutoCAD SHX Text 61.00

AutoCAD SHX Text

MAX. W.L.

AutoCAD SHX Text 6" D.I.P. Inv. El. 61.00

AutoCAD SHX Text From Filter

AutoCAD SHX Text 4" D.I.P. To Control Bldg.

AutoCAD SHX Text Inv. El. 60.00

AutoCAD SHX Text 8'-0" Sq. (Inside)

AutoCAD SHX Text Precast Concrete

AutoCAD SHX Text Duplex Submersible

AutoCAD SHX Text Well Pumps In

AutoCAD SHX Text Bot. El. 49.75

AutoCAD SHX Text 54.75

AutoCAD SHX Text

MAX. W.L.

AutoCAD SHX Text

BOT. EL. 58.00

AutoCAD SHX Text

6" MIN. CRUSHED STONE

AutoCAD SHX Text

AASHTO #57

AutoCAD SHX Text

UNDISTURBED SOIL OR

AutoCAD SHX Text

LOAD BEARING MATERIAL

AutoCAD SHX Text

48" X 72" ACCESS

AutoCAD SHX Text

GRADE EL. 64.15

AutoCAD SHX Text

TOP EL. 64.50

AutoCAD SHX Text Grade

AutoCAD SHX Text 8'-0"

AutoCAD SHX Text

8" (TYP.)

AutoCAD SHX Text

PROPOSED PRECAST CONCRETE

AutoCAD SHX Text

VALVE VAULT

AutoCAD SHX Text

CUT & CAP

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 12"

AutoCAD SHX Text M

AutoCAD SHX Text

PROPOSED 4" ACTUATED

AutoCAD SHX Text

PLUG VALVE

AutoCAD SHX Text

CONNECT TO

AutoCAD SHX Text

EXIST. 4" D.I.P. W/

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HATCH

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

PROPOSED 4"

AutoCAD SHX Text

CHECK VALVE

AutoCAD SHX Text

PROPOSED 4" X 4" D.I. TEE

AutoCAD SHX Text

AS REQUIRED

AutoCAD SHX Text

PROPOSED 4"

AutoCAD SHX Text

90%%D BEND

AutoCAD SHX Text

PROPOSED SOLID

AutoCAD SHX Text

SLEEVE (TYP.)

AutoCAD SHX Text

PROPOSED PIPE

AutoCAD SHX Text

SUPPORT (TYP.)

AutoCAD SHX Text 8" Well Casing

AutoCAD SHX Text (See Pump Detail)

AutoCAD SHX Text Pump Station

AutoCAD SHX Text

(SEE DETAIL)

AutoCAD SHX Text

PROPOSED "LINK SEAL"

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text

PROPOSED PRECAST CONCRETE

AutoCAD SHX Text

VALVE VAULT

AutoCAD SHX Text 9'-4"

AutoCAD SHX Text 6'-0"

AutoCAD SHX Text 4" D.I.P. To

AutoCAD SHX Text Filter Building

AutoCAD SHX Text 4" D.I.P. To

AutoCAD SHX Text Filter Building

AutoCAD SHX Text Existing 8'-0" Sq. (Inside) Precast

AutoCAD SHX Text Concrete Pump Station

AutoCAD SHX Text 6" D.I.P. Inv. El. 61.00

AutoCAD SHX Text From Filter Building

AutoCAD SHX Text L Existing Access Door

AutoCAD SHX Text C

AutoCAD SHX Text To Dechlorination Tank

AutoCAD SHX Text 6" D.I.P. Inv. El. 61.00

AutoCAD SHX Text 36" X 48" Floodtight Access Door

AutoCAD SHX Text

HALLIDAY PRODUCTS, MODEL FIR 3648

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text M

AutoCAD SHX Text Existing Pump Chamber

AutoCAD SHX Text (Existing)

AutoCAD SHX Text (Existing)

AutoCAD SHX Text

CONNECT TO EXIST, 4" D.I.P.

AutoCAD SHX Text

PROPOSED 4" ACTUATED

AutoCAD SHX Text

PLUG VALVES

AutoCAD SHX Text

PROPOSED 48" X 72" ALUMINUM

AutoCAD SHX Text

ACCESS HATCH

AutoCAD SHX Text

PROPOSED 4" X 4"

AutoCAD SHX Text

D.I. TEE

AutoCAD SHX Text

PROPOSED 4" ACTUATED

AutoCAD SHX Text

PLUG VALVE

AutoCAD SHX Text

CUT & CAP AS REQUIRED

AutoCAD SHX Text

(TO REMAIN)

AutoCAD SHX Text

(TO REMAIN)

AutoCAD SHX Text

(TO REMAIN)

AutoCAD SHX Text

(TO REMAIN)

AutoCAD SHX Text

PROPOSED 4" D.I.P.

AutoCAD SHX Text Existing Inlet From

AutoCAD SHX Text UV Channel

AutoCAD SHX Text

PROPOSED 4" CHECK VALVE

AutoCAD SHX Text

W/ PROPOSED SOLID SLEEVE (TYP.)

AutoCAD SHX Text

PROPOSED 4" CHECK VALVE

AutoCAD SHX Text

PROPOSED 4" X 4"

AutoCAD SHX Text

D.I. TEE

AutoCAD SHX Text

PROPOSED 4" 90%%D

AutoCAD SHX Text

BEND

AutoCAD SHX Text

PROPOSED "LINK SEAL"

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text 36" X 48" Access Door

AutoCAD SHX Text Top El. 64.50

AutoCAD SHX Text Grade El. 64.00

AutoCAD SHX Text Pitless Adapter

AutoCAD SHX Text Grade

AutoCAD SHX Text 61.00

AutoCAD SHX Text

MAX. W.L.

AutoCAD SHX Text 6" D.I.P. Inv. El. 61.00

AutoCAD SHX Text From Filter

AutoCAD SHX Text 4" D.I.P. To Control Building

AutoCAD SHX Text Inv. El. 60.00

AutoCAD SHX Text 8'-0" Sq. (Inside) Precast

AutoCAD SHX Text Concrete Pump Station

AutoCAD SHX Text Duplex Submersible Well Pumps In

AutoCAD SHX Text 8" Well Casing (See Pump Detail)

AutoCAD SHX Text Bot. El. 49.75

AutoCAD SHX Text 6" Min. Crushed Stone

AutoCAD SHX Text

AASHTO #57

AutoCAD SHX Text Undisturbed Soil Or

AutoCAD SHX Text Load Bearing Material

AutoCAD SHX Text 54.75

AutoCAD SHX Text

MAX. W.L.

AutoCAD SHX Text "HOLD DOWN" "LIFT-OUT" Mechanism

AutoCAD SHX Text 10" Upper Casing

AutoCAD SHX Text Pitless Adapter

AutoCAD SHX Text L El. 60.00

AutoCAD SHX Text C

AutoCAD SHX Text Top El. 63.50

AutoCAD SHX Text Max. W.L. 61.00

AutoCAD SHX Text 4" FNPRT Discharge

AutoCAD SHX Text Connection

AutoCAD SHX Text 3" Drop Pipe

AutoCAD SHX Text 3 Stage Submersible

AutoCAD SHX Text Turbine Pump

AutoCAD SHX Text Pump Strainer

AutoCAD SHX Text Pump Motor

AutoCAD SHX Text Cut (3) Slots In Well

AutoCAD SHX Text Casing 120%%D On Centers

AutoCAD SHX Text Min. W.L. 54.75

AutoCAD SHX Text Bot. El. 49.75

AutoCAD SHX Text Doylestown, Pennsylvania 18902

AutoCAD SHX Text 4259 West Swamp Road #410

AutoCAD SHX Text Tel 215.340.0600

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

NO

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

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APP.

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APP.

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BY

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DATE

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NO

AutoCAD SHX Text

REVISION

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DESIGN

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DRAWN

AutoCAD SHX Text

DATE

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CHECKED

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

SURVEY DATE

AutoCAD SHX Text

RELEASED BY

AutoCAD SHX Text

SEAL

AutoCAD SHX Text

CLIENT & PROJECT

AutoCAD SHX Text

TITLE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

SHEET NO.

AutoCAD SHX Text

REV.

AutoCAD SHX Text

FIELD BOOK

AutoCAD SHX Text

DWG. NO.

AutoCAD SHX Text

SCALE

AutoCAD SHX Text Dwg. Name: 6715_7_DISCHARGE INTERCONNECTION_PLAN.DWG Plotted: 6/17/266715_7_DISCHARGE INTERCONNECTION_PLAN.DWG Plotted: 6/17/26 Plotted: 6/17/26

AutoCAD SHX Text

OF

AutoCAD SHX Text

RICHARD P. GETTS, P.E.

AutoCAD SHX Text

RPG

AutoCAD SHX Text

RPG

AutoCAD SHX Text

TNS

AutoCAD SHX Text

RPG

AutoCAD SHX Text

JUNE 17, 2026

AutoCAD SHX Text

UPPER MAKEFIELD TOWNSHIP

AutoCAD SHX Text

HERITAGE HILLS WASTEWATER TREATMENT PLANT

AutoCAD SHX Text

DISCHARGE INTERCONNECTION

AutoCAD SHX Text

UPPER MAKEFIELD TOWNSHIP, BUCKS COUNTY, PENNSYLVANIA

AutoCAD SHX Text 1'

AutoCAD SHX Text 2'

AutoCAD SHX Text 4'

AutoCAD SHX Text

AutoCAD SHX Text 6'

AutoCAD SHX Text

SCALE: 1/2" = 1'-0"

AutoCAD SHX Text

NO

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

APP.

AutoCAD SHX Text

NO

AutoCAD SHX Text

REVISION

AutoCAD SHX Text

DATE

AutoCAD SHX Text

BY

AutoCAD SHX Text

APP.

AutoCAD SHX Text

PUMP STATION

AutoCAD SHX Text

DISCHARGE INTERCONNECTION

AutoCAD SHX Text 6715-11

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Scale : 1/2" = 1'-0"

AutoCAD SHX Text

EXISTING RECHARGE AREA DOSING STATION - PLAN VIEW

AutoCAD SHX Text Scale : 1/2" = 1'-0"

AutoCAD SHX Text

PROPOSED VALVE VAULT - SECTION VIEW

AutoCAD SHX Text Scale : 1/2" = 1'-0"

AutoCAD SHX Text

EXISTING RECHARGE AREA DOSING STATION - TYPICAL SECTION

AutoCAD SHX Text Scale : 1/2" = 1'-0"

AutoCAD SHX Text

EXISTING PUMP DETAIL

AutoCAD SHX Text ARRO Consulting, Inc.

AutoCAD SHX Text 2" 1/2"x3/8" CLIP ANGLE (TYP.)

AutoCAD SHX Text

PLUG WELD, RUNGS TO STRINGS

AutoCAD SHX Text

1" SQ. 6061-T6 ALUM. RUNG W/ SERRATED (NON-SLIP) SURFACE (TYP.)

AutoCAD SHX Text 2" 1/2"x3/8" 6061-T6 ALUM. STRINGER (TYP.)

AutoCAD SHX Text FASTEN CLIP ANGLES TO CONCRETE WALL. BY MEANS OF 1/2" x4 1/4"LONG, AISI 316 S.S. EXPANSION ANCHORS. ANCHORS SHALL HAVE A MIN. 2 1/4" EMBEDMENT IN CONCRETE WALL

AutoCAD SHX Text

WETWELL/PUMP CHAMBER WALL

AutoCAD SHX Text

DRILL 9/16" HOLE IN CLIPANGLE FOR ANCHOR BOLT (TYP.)

AutoCAD SHX Text 2 1/2" x 3/8" 6061-T6 ALUM. STRINGER (TYP.)

AutoCAD SHX Text 2 1/2" x 3/8" 6061-T6 ALUM. CLIP ANGLE WELD CLIP ANGLES AND PLATE TO STRINGS BY MEANS OF CONTINUOUS 3/8" FILLET

AutoCAD SHX Text 6"

AutoCAD SHX Text ALUMINUM PLATE FASTEN TO CONCRETE FLOOR BY MEANS OF 1/2" x 4 1/4" LONG,AISI 316 S.S. EXPANSION ANCHORS.

AutoCAD SHX Text

1" SQ. 6061-T6 ALUM. W/ SERRATED (NON-SLIP) SURFACE (TYP.)

AutoCAD SHX Text

12" (TYP. ALL RUNGS)

AutoCAD SHX Text

RUNG

AutoCAD SHX Text

RUNG

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 4'-8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1 1/2"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 4 1/2"

AutoCAD SHX Text

TOP OF CONCRETE

AutoCAD SHX Text 7"

AutoCAD SHX Text C

AutoCAD SHX Text L

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text

ALUMINUM SAFETY LADDER DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

PLAN VIEW

AutoCAD SHX Text

ELEVATION VIEW

AutoCAD SHX Text

(TYP.)

AutoCAD SHX Text 5'-7 1/2"

AutoCAD SHX Text 64 1/2"

AutoCAD SHX Text 72"

AutoCAD SHX Text 3"

AutoCAD SHX Text T-316

AutoCAD SHX Text

STAINLESS

AutoCAD SHX Text

STEEL HINGES

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W/TAMPER

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PROOF

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FASTENERS

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DETAIL

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(COVER SHOWN IN OPEN

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POSITION)

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S.ST. & ALUM.

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POSITIVE LOCKING

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HOLD OPEN ARM

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PADLOCK

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BAR

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PRIMER

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REQUIRED

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SECTION A-A

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1 1/2" ALUM.

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COUPLING

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1/4" THICK

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DIAMOND PAT.

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ALUM. COVER

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PLATE

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LIFTING HANDLE

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PADLOCK

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BAR

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%%UALUMINUM ACCESS HATCH DETAIL

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SET AT A MIN. EMBEDMENT OF 6"

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1/2" AISI 316 S.S. ANCHOR BOLTS

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ALL NON-STAINLESS STEEL PIPE SUPPORT

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COMPONENTS SHALL BE PAINTED WITH THE

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SAME MATERIALS AS SPECIFIED FOR THE

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SHIM AND GROUT AS REQUIRED

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(4'-0" MAX.)

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AS REQUIRED

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3 1/2"%%C X 9.11#/FT.

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ASTM A120 STL. PIPE

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%%UPIPE SUPPORT DETAIL

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BASE PLATE

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TREATMENT SYSTEM PIPING.

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%%UNOTE:

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1/2" AISI 316 S.S. U-BOLT

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4" MIN.

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AND LOCK WASHERS

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AISI 316 S.S. NUTS

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ASTM A36 STL. ANGLE

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PIPE DIA.

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STEEL PLATE

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1/2" ASTM A36

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TYP.

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TYP.

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ANGLE IRON

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TYP. 1" DIA. HOLES

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FIELD LOCATE & DRILL

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WALL SLEEVE

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IN CONCRETE PIT WALL

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7/8" DIA. HOLES

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( 2 REQUIRED PER ANGLE IRON )

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PIPE SEAL

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FOR DETAILS.

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SEE TAB CHART

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%%UNOTE:%%U PAINT ALL FERROUS METAL IN ACCORDANCE WITH CONTRACT SPECIFICATIONS

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LINE

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SIZE

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%%UDIMENSION CHART

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%%URESTRAINING ANGLE

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THREADED RESTRAINING

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ROD (TYP.)

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(PIPE INSTALLATION SECTION)

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48" hereby certify that these documents were prepared or approved by me, and that I am a duly licensed professional engineer under the laws of the State of Pennsylvania, License No. ____

Expiration Date: ____-__-__

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1" GALV - AIR

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1.5" PVC - CHEM

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6" DIP - OF

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8" DIP

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CO

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CO

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6" DIP

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AutoCAD SHX Text Inv. 58.89

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PROPOSED 18" COMPOST

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FILTER SOCK (SEE DETAIL)

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PROPOSED 18" COMPOST

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FILTER SOCK (SEE DETAIL)

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PROPOSED TOPSOIL

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STOCKPILE (SEE DETAIL)

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PROPOSED LIMIT OF

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DISTURBANCE

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AREA = 1,570 S.F. (0.036 AC.%%P)

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PROPOSED VALVE VAULT

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PROPOSED 6" D.I.P.

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PROPOSED COMPOST SOCK

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WASHOUT AREA

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(SEE DETAIL)

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SITE PLAN - EROSION & SEDIMENTATION CONTROL PLAN

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SCALE IN FEET

AutoCAD SHX Text Doylestown, Pennsylvania 18902

AutoCAD SHX Text 4259 West Swamp Road #410

AutoCAD SHX Text Tel 215.340.0600

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REVISION

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NO

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DATE

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BY

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APP.

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APP.

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BY

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DATE

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NO

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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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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: 6715_7_DISCHARGE INTERCONNECTION_PLAN.DWG Plotted: 6/17/266715_7_DISCHARGE INTERCONNECTION_PLAN.DWG Plotted: 6/17/26 Plotted: 6/17/26

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OF

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RICHARD P. GETTS, P.E.

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MHM

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MHM

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TNS

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MHM

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JUNE 17, 2026

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UPPER MAKEFIELD TOWNSHIP

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HERITAGE HILLS WASTEWATER TREATMENT PLANT

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DISCHARGE INTERCONNECTION

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UPPER MAKEFIELD TOWNSHIP, BUCKS COUNTY, PENNSYLVANIA

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AS SHOWN

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NO

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REVISION

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DATE

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BY

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APP.

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NO

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DATE

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APP.

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SITE PLAN - EROSION & SEDIMENTATION CONTROL

AutoCAD SHX Text 6715-11

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AutoCAD SHX Text ARRO Consulting, Inc.

AutoCAD SHX Text AFTER FINAL SITE STABILIZATION HAS BEEN ACHIEVED, TEMPORARY EROSION AND SEDIMENT BMP CONTROLS MUST BE REMOVED. AREAS DISTURBED DURING REMOVAL OF THE BMP'S MUST BE STABILIZED IMMEDIATELY.

AutoCAD SHX Text EROSION AND SEDIMENT BMP'S MUST BE CONSTRUCTED, STABILIZED, AND FUNCTIONAL BEFORE SITE DISTURBANCE BEGINS WITHIN THE TRIBUTARY AREAS OF THOSE BMP'S

AutoCAD SHX Text A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN MUST BE AVAILABLE AT THE PROJECT SITE AT ALL TIMES.

AutoCAD SHX Text BEFORE INITIATING ANY REVISIONS TO THE APPROVED EROSION AND SEDIMENT CONTROL PLAN OR REVISIONS TO OTHER PLANS WHICH MAY AFFECT THE EFFECTIVENESS OF THE APPROVED E&S CONTROL PLAN, THE OPERATOR MUST RECEIVE APPROVAL OF THE REVISIONS FROM THE MONTGOMERY COUNTY CONSERVATION DISTRICT.

AutoCAD SHX Text THE OPERATOR SHALL ASSURE THAT THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IS PROPERLY AND COMPLETELY IMPLEMENTED.

AutoCAD SHX Text UNTIL THE SITE ACHIEVES FINAL STABILIZATION, THE PERMITTEE AND COPERMITTEE SHALL ASSURE THAT THE BEST MANAGEMENT PRACTICES ARE IMPLEMENTED, OPERATED, AND MAINTAINED PROPERLY AND COMPLETELY. MAINTENANCE SHALL INCLUDE INSPECTIONS OF ALL BEST MANAGEMENT PRACTICE FACILITIES AND MAINTAIN AND MAKE AVAILABLE TO THE MONTGOMERY COUNTY CONSERVATION DISTRICT COMPLETE, WRITTEN INSPECTION LOGS OF ALL THOSE INSPECTIONS. ALL MAINTENANCE WORK, INCLUDING CLEANING, REPAIR, REPLACEMENT, REGARDING, RESEEDING, AND RESTABILIZATION SHALL BE PERFORMED IMMEDIATELY.

AutoCAD SHX Text IMMEDIATELY UPON DISCOVERING UNFORESEEN CIRCUMSTANCES POSING THE POTENTIAL FOR ACCELERATED EROSION AND/OR SEDIMENT POLLUTION, THE OPERATOR SHALL IMPLEMENT APPROPRIATE BEST MANAGEMENT PRACTICES TO ELIMINATE POTENTIAL FOR ACCELEATED EROSION AND/OR SEDIMENT POLLUTION.

AutoCAD SHX Text THE OPERATOR SHALL ASSURE THAT AN EROSION AND SEDIMENT CONTROL PLAN HAS BEEN PREPARED, APPROVED BY THE APPROPRIATE CONSERVATION DISTRICT, AND IS BEING IMPLEMENTED AND MAINTAINED FOR ALL SOIL AND/OR ROCK SPOIL AND BORROW AREAS, REGARDLESS OF THEIR LOCATIONS.

AutoCAD SHX Text ALL PUMPING OF SEDIMENT LADEN WATER SHALL BE THROUGH A SEDIMENT CONTROL BMP, SUCH AS A PUMPED WATER FILTER BAG DISCHARGING OVER NON-DISTURBED AREAS.

AutoCAD SHX Text THE CONTRACTOR IS ADVISED TO BECOME THOROUGHLY FAMILIAR WITH THE PROVISIONS OF THE APPENDIX 64, EROSION CONTROL RULES AND REGULATIONS, TITLE 25, PART 1, DEPARTMENT OF ENVIRONMENTAL PROTECTION, SUBPART C, PROTECTION OF NATURAL RESOURCES, ARTICLE III, WATER CONTROL. RESOURCES, CHAPTER 102, EROSION CONTROL.

AutoCAD SHX Text THE OPERATOR SHALL REMOVE FROM THIS SITE, RECYCLE, OR DISPOSE OF ALL BUILDING MATERIALS AND WASTES IN ACCORDANCE WITH THE DEPARTMENT'S SOLID WASTE MANAGEMENT REGULATIONS AT 25 PA. CODE 260.1 ET SEQ., 271.1 ET SEQ. THE CONTRACTOR SHALL NOT ILLEGALLY BURY, DUMP, OR DISCHARGE ANY BUILDING MATERIAL OR WASTES AT THIS SITE.

AutoCAD SHX Text SEDIMENT REMOVED FROM BMP'S SHALL BE DISPOSED OF IN LANDSCAPE AREAS OUTSIDE OF STEEP SLOPES, WETLANDS, FLOODPLAINS OR DRAINAGE SWALES AND IMMEDIATELY STABILIZED, OR PLACED IN TOPSOIL STOCKPILES.

AutoCAD SHX Text UNTIL THE SITE IS STABILIZED, ALL EROSION AND SEDIMENT BMP'S MUST BE MAINTAINED PROPERLY. MAINTENANCE MUST INCLUDE INSPECTIONS OF ALL EROSION AND SEDIMENT CONTROL BMP'S AFTER EACH RUNOFF EVENT AND ON A WEEKLY BASIS. ALL PREVENTATIVE AND REMEDIAL MAINTENANCE WORK, INCLUDING CLEAN OUT, REPAIR, REPLACEMENT, REGARDING, RESEEDING, REMULCHING, AND RENETTING, MUST BE DONE IMMEDIATELY. IF EROSION AND SEDIMENT CONTROL BMP'S FAIL TO PERFORM AS EXPECTED, REPLACEMENT BMP'S, OR MODIFICATIONS TO THOSE INSTALLED WILL BE REQUIRED.

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STRAW MULCH SHALL BE APPLIED IN LONG STRANDS, NOT CHOPPED OR FINELY BROKEN.

AutoCAD SHX Text MULCH WITH MULCH CONTROL NETTING OR EROSION CONTROL BLANKETS MUST BE INSTALLED ON ALL SLOPES 4:1 OR STEEPER.

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HAY OR STRAW MULCH MUST BE APPLIED AT 3.0 TONS PER ACRE.

AutoCAD SHX Text AN AREA SHALL BE CONSIDERED TO HAVE ACHIEVED FINAL STABILIZATION WHEN IT HAS A MINIMUM UNIFORM 70% PERENNIAL VEGETATIVE COVER OR OTHER PERMANENT NON-VEGETATIVE COVER WITH A DENSITY SUFFICIENT TO RESIST ACCELERATED SURFACE EROSION AND SUBSURFACE CHARACTERISTICS SUFFICIENT TO RESIST SLIDING AND OTHER MOVEMENTS.

AutoCAD SHX Text IMMEDIATELY AFTER EARTH DISTURBANCE ACTIVITIES CEASE, THE OPERATOR SHALL STABILIZE ANY AREAS DISTURBED BY THE ACTIVITIES. DURING NON-GERMINATING PERIODS, MULCH MUST BE APPLIED AT THE SPECIFIED RATES. DISTURBED AREAS WHICH ARE NOT AT FINISHED GRADE AND WHICH WILL BE REDISTURBED WITHIN ONE YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE TEMPORARY VEGETATIVE STABILIZATION SPECIFICATIONS. DISTURBED AREAS WHICH ARE AT FINISHED GRADE OR WHICH WILL NOT BE REDISTURBED WITHIN ONE YEAR MUST BE STABILIZED IN ACCORDANCE WITH THE PERMANENT VEGETATIVE STABILIZATION SPECIFICATIONS.

AutoCAD SHX Text AT LEAST 7 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, THE OPERATOR SHALL INVITE ALL CONTRACTORS INVOLVED IN THOSE ACTIVITIES, THE LANDOWNER, ALL APPROPRIATE MUNICIPAL OFFICIALS, THE EROSION AND SEDIMENT CONTROL PLAN PREPARER, AND THE MONTGOMERY COUNTY CONSERVATION DISTRICT TO AN ON-SITE MEETING. ALSO, AT LEAST 3 DAYS BEFORE STARTING ANY EARTH DISTURBANCE ACTIVITIES, ALL CONTACTORS INVOLVED IN THOSE ACTIVITIES SHALL NOTIFY THE PENNSYLVANIA ONE CALL SYSTEM INCORPORATED AT 1-800-242-1776 FOR BURIED UTILITIES LOCATIONS

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TEMPORARY STABILIZATION AND PERMANENT STABILIZATION

AutoCAD SHX Text %%uRECYCLING NOTE :

AutoCAD SHX Text APPROPRIATE MEASURES SHALL BE TAKEN TO ENSURE THAT THE RECYCLING OR DISPOSAL OF CONSTRUCTION WASTES ASSOCIATED WITH OR FROM THE PROJECT SITE WILL BE UNDERTAKEN IN ACCORDANCE WITH D.E.P. REGULATIONS. AS WELL AS ANY APPLICABLE FEDERAL, STATE AND LOCAL LAWS. CONSTRUCTION WASTES INCLUDE, BUT ARE NOT LIMITED TO EXCESS EXCAVATED MATERIALS, CONCRETE WASH WATER, ETC. THAT COULD ADVERSELY IMPACT WATER QUALITY. EXCAVATED MATERIAL FROM UNIMPROVED AREAS, SHALL, IF SUITABLE, BE USED FOR BACKFILL. WHEREVER POSSIBLE, RECYCLING OF EXCESS MATERIALS IS PREFERRED RATHER THAN DISPOSAL.

AutoCAD SHX Text STOCKPILE HEIGHTS MUST NOT EXCEED 35 FEET. STOCKPILE SLOPES MUST BE 2: 1 OR FLATTER.

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GENERAL EROSION AND SEDIMENTATION NOTES:

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AutoCAD SHX Text ON THE DAY FOLLOWING PIPE PLACEMENT AND TRENCH BACKFILLING, THE DISTURBED AREA WILL BE GRADED TO FINAL CONTOURS AND IMMEDIATELY STABILIZED.

AutoCAD SHX Text WATER WHICH ACCUMULATES IN THE OPEN TRENCH WILL BE COMPLETELY REMOVED BY PUMPING BEFORE PIPE PLACEMENT AND/OR BACKFILLING BEGINS. WATER REMOVED FROM THE TRENCH SHALL BE PUMPED THROUGH A FILTRATION DEVICE.

AutoCAD SHX Text LIMIT DAILY TRENCH EXCAVATION TO THE LENGTH OF PIPE PLACEMENT, PLUG INSTALLATION AND BACKFILLING THAT CAN BE COMPLETED THE SAME DAY.

AutoCAD SHX Text ALL SOIL EXCAVATED FROM THE TRENCH WILL BE PLACED ON THE UPHILL SIDE OF THE TRENCH.

AutoCAD SHX Text WORK CREWS AND EQUIPMENT FOR TRENCHING, PLACEMENT OF PIPE, PLUG CONSTRUCTION AND BACKFILLING WILL BE SELF CONTAINED AND SEPARATE FROM CLEARING AND GRUBBING AND SITE RESTORATION AND STABILIZATION OPERATIONS.

AutoCAD SHX Text LIMIT ADVANCED CLEARING AND GRUBBING OPERATIONS TO A DISTANCE EQUAL TO TWO TIMES THE LENGTH OF PIPE INSTALLATION THAT CAN BE COMPLETED IN ONE DAY.

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UTILITY LINE TRENCH EXCAVATION NOTES :

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%%UEROSION AND SEDIMENTATION CONTROL MEASURES

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AutoCAD SHX Text RIGHT-OF-WAY WOODS MIXTURE BY ERNST CONSERVATION SEEDS (OR ENGINEER APPROVED EQUAL) AT A RATE OF SEVEN(7) LBS/1000 S.F. CREEPING RED FESCUE TIMOTHY TETRAPLOID ANNUAL RYEGRASS RED TOP ALSIKE CLOVER OTHER CROP INERT MATTER WEED SEED

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RED FESCUE (30%) AND PERENNIAL RYEGRASS (20%)

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ALL AT A RATE OF SEVEN (7) LBS./1000 S.F.

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MULCH

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HAY OR SMALL GRAIN STRAW AT A RATE

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MULCH ANCHORING TOOL.

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TO BE ANCHORED BY USE OF A

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OF 140 LBS./1000 S.F. MULCH

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(LESS THAN 4:1 SLOPES)

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PERMANENT SOIL STABILIZATION SPECIFICATIONS:

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SEED

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FERTILIZER

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LIME

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MULCH

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10-20-10 AT A RATE OF 25

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MIXTURE OF KENTUCKY BLUEGRASS (50%),

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135 LBS./1000 S.F. (DOLOMITIC

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LIMESTONE)

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LBS./1000 S.F.

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OF ONE (1) LB./1000 S.F.

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HAY OR SMALL GRAIN STRAW AT A RATE

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OF 140 LBS./1000 S.F. MULCH

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TO BE ANCHORED BY USE OF A

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MULCH ANCHORING TOOL.

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4:1 - 2:1 SLOPES

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2:1 SLOPES AND GREATER

AutoCAD SHX Text "NORTHAMERICAN GREEN-S150BN" BIODEGRADABLE EROSION CONTROL BLANKET OR APPROVED EQUAL. (SEE INSTALLATION DETAIL HEREON.)

AutoCAD SHX Text "MACCAFERRI - MACMAT-R8" EROSION CONTROL BLANKET OR APPROVED EQUAL. (SEE INSTALLATION DETAIL HEREON.)

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EROSION CONTROL

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EROSION CONTROL

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BLANKET

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BLANKET

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AutoCAD SHX Text -29.11% -19.99% -19.95% -17.10% -11.97% -00.12% -01.74% -00.02%

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