2-JeffersonAveWaterMainReplacement Plans.pdf

PDF 3 MB Posted Jun 26, 2026

Attached to: Jefferson Avenue Water Main Replacement
Solicitation number: Not on record
Issued by: Lawrence County, Pennsylvania

About this file

Written by GovTribe AI · Jul 9, 2026

Summary

This document is a comprehensive design plan prepared by Hanover Engineering Associates, Inc. for the Myerstown Water Authority's Jefferson Avenue Water Main Replacement project in Myerstown Borough, Lebanon County, Pennsylvania. The project involves the replacement of water mains along Jefferson Avenue and related infrastructure upgrades, including the installation of new water distribution piping in various sizes (8-inch, 10-inch, and 12-inch ductile iron cement-lined pipe), replacement of water services and curb boxes, installation of gate valves, hydrants, and a 60-square-inch precast concrete valve vault. The design includes four sheets of engineering plans and details dated June 25, 2026, covering plan and profile views, utility coordination, pipe bedding specifications, trench restoration details, fire hydrant installation requirements, and traffic control procedures. A pre-bid conference is scheduled for July 1, 2026, at 9:00 a.m. at the Myerstown Water Authority's office located at 601 Stracks Dam Road, Myerstown, PA 17067, with sealed proposals due by 11:00 a.m. prevailing time on July 10, 2026, to be opened and read aloud at the Authority Engineer's Office in Ephrata, Pennsylvania. Final questions must be submitted no later than 12:00 p.m. on July 6, 2026, with a final addendum issued by 3:00 p.m. on July 7, 2026, if necessary.

The project requires bidders to provide all equipment, materials, labor, supervision, and testing services for the water main replacement work. Each proposal must be accompanied by a bid bond or acceptable security in the amount of 10 percent of the total base bid, with bids remaining effective for 60 calendar days from the opening date. Bidders must bid on all items listed on the bid form and are subject to Pennsylvania Prevailing Wage Act requirements, Federal Occupational Safety and Health Act regulations, Pennsylvania Act 287 as amended, the Trade Practices Act of July 23, 1968, and the Public Works Employment Verification Act. All bid documents and details are available at no cost online at https://pennbid.bonfirehub.com. The project specifications require field verification of existing water main locations and depths through hydro-excavation prior to construction, restoration of all driveways, sidewalks, curbs, and lawns in kind, and compliance with PennDOT Publications 213 and 408 for all work in borough streets and state highways.

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Other files

File	Type	Posted
4-Pre-Bid meeting sign in sheet.pdf	PDF	Jun 26, 2026
5-Addendum 2.pdf	PDF	Jun 26, 2026
3-Addendum 1.pdf	PDF	Jun 26, 2026
1-JeffersonAveWaterMainReplacement ProjectManual.pdf	PDF	Jun 26, 2026

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JEFFERSON AVENUE WATER MAIN REPLACEMENT

MYERSTOWN WATER AUTHORITY

MYERSTOWN BOROUGH

LEBANON COUNTY, PENNSYLVANIA

GENERAL NOTESLIST OF DRAWINGS

Dial 8-1-1 or 1-800-242-1776 | www.paonecall.org

12 JUNE 2026 ERK

UTILITY LISTING

CABLE PROTECTION SERVICES INC

PENNSYLVANIA ELECTRIC CO

MYERSTOWN BOROUGH

LIST OF ABBREVIATIONS

20261630378

MYERSTOWN WATER AUTH

VERIZON NORTH

UGI UTILITIES INC

LOCATION MAP

SCALE: 1" = 1,000'

USGS 7.5' QUAD

BETHEL, PA 2025

PROPOSED WATER

MAIN REPLACEMENT

AutoCAD SHX Text THIS DOCUMENT IS THE PROPERTY OF HANOVER ENGINEERING ASSOCIATES, INC. ANY USE OF A COPY OF THIS DOCUMENT THAT DOES NOT CONTAIN AN ORIGINAL SEAL AND SIGNATURE IS STRICTLY PROHIBITED. THIS DOCUMENT IS NOT PUBLISHED AND ALL RIGHTS ARE RESERVED BY HANOVER ENGINEERING ASSOCIATES, INC. THIS PLAN HAS BEEN SEALED WITH EITHER A RED INK SEAL OR A CRIMP SEAL. IF NEITHER APPEARS ON THIS PLAN, POSSIBLE REPRODUCTIONS OR ALTERATIONS MAY HAVE BEEN MADE WITHOUT THE APPROVAL OR KNOWLEDGE OF THE SIGNATORY.

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DATE

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NO.

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REVISIONS

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SEAL:

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ERK

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25 JUNE 2026

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MWA26-13

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WATER MAIN REPLACEMENT

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COVER SHEET

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MYERSTOWN WATER AUTHORITY LEBANON COUNTY PENNSYLVANIA

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SHEET NO.

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PROJECT NO.

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DRAWN BY:

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CHECKED BY:

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DATE:

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AutoCAD SHX Text 1 of 4: COVER SHEET of 4: COVER SHEET 4: COVER SHEET COVER SHEET 2 of 4: PLAN & PROFILE of 4: PLAN & PROFILE 4: PLAN & PROFILE PLAN & PROFILE 3 of 4: PLAN & PROFILE of 4: PLAN & PROFILE 4: PLAN & PROFILE PLAN & PROFILE 4 of 4: PLAN & PROFILE of 4: PLAN & PROFILE 4: PLAN & PROFILE PLAN & PROFILE 1 of 1: PADOT UTILITY PERMIT PLAN of 1: PADOT UTILITY PERMIT PLAN 1: PADOT UTILITY PERMIT PLAN PADOT UTILITY PERMIT PLAN C-55138: JEFFERSON AVENUE ROCK PROFILEJEFFERSON AVENUE ROCK PROFILE

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1. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND THE CONTRACTOR SHALL FIELD VERIFY THE LOCATIONS AND DEPTH OF EXISTING WATER MAINS, WATER SERVICES, AND WATER MAIN CONNECTION POINTS BY HYDRO-EXCAVATION PRIOR TO THE START OF CONSTRUCTION. 2. THE CONTRACTOR SHALL RESTORE ALL DRIVEWAYS, SIDEWALKS, THE CONTRACTOR SHALL RESTORE ALL DRIVEWAYS, SIDEWALKS, CURBS AND LAWNS IN KIND. 3. ALL WORK IN BOROUGH STREETS AND STATE HIGHWAYS, ALL WORK IN BOROUGH STREETS AND STATE HIGHWAYS, INCLUDING RIGHT-OF-WAYS, SHALL CONFORM TO PENNDOT PUBLICATIONS 213 AND 408, AS APPLICABLE. 4. REQUIREMENTS FOR CONSTRUCTION ARE CONTAINED IN THE REQUIREMENTS FOR CONSTRUCTION ARE CONTAINED IN THE SPECIFICATIONS AND STANDARD DETAILS, AS WELL AS ON THE PLAN SHEETS FOR THIS PROJECT. 5. COPPERHEAD BRAND (OR APPROVED EQUAL), SOLID STRAND, COPPERHEAD BRAND (OR APPROVED EQUAL), SOLID STRAND, 12 GAUGE, BLUE VINYL COATED COPPER TRACER WIRE SHALL BE INSTALLED DIRECTLY ON TOP OF ALL WATER MAINS, HYDRANT SERVICE PIPING, AND BUILDING SERVICE PIPING. BRING THE WIRE UP TO THE GROUND SURFACE AT EACH VALVE BOX AND HYDRANT LOCATION WITH A MINIMUM OF 18-INCHES OF WIRE PROVIDED OUTSIDE OF THE BOX OR HYDRANT TO PERMIT CLAMP-ON OF PIPE DETECTION/LOCATING EQUIPMENT. TIE INTO EXISTING TRACER WIRE IF POSSIBLE. ALL TRACER WIRE CONNECTORS SHALL BE COPPERHEAD BRAND (OR APPROVED EQUAL) WATERPROOF CONNECTORS. 6. MEGA-LUG JOINT RESTRAINTS (OR APPROVED EQUAL) SHALL MEGA-LUG JOINT RESTRAINTS (OR APPROVED EQUAL) SHALL BE PROVIDED AT ALL MECHANICAL JOINTS. 7. ONLY MYERSTOWN WATER AUTHORITY PERSONNEL SHALL ONLY MYERSTOWN WATER AUTHORITY PERSONNEL SHALL OPERATE EXISTING GATE VALVES AND CURB STOPS WITHIN THE DISTRIBUTION SYSTEM. 8. NO DEPTHS FOR ANY GAS MAINS OR SERVICE LINES HAVE NO DEPTHS FOR ANY GAS MAINS OR SERVICE LINES HAVE BEEN PROVIDED VIA UGI UTILITIES, INC. DEPTHS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.

AutoCAD SHX Text DATE:______________________ BY:____________________ SERIAL NUMBER:______________________________________

AutoCAD SHX Text PO BOX 4816 MIDLOTHIAN, VA. 23112 CONTACT:DEBBIE KING EMAIL:debbie_king@cableps.com PHONE:804-562-3409 341 WHITE POND DRIVE AKRON, OH. 44320 CONTACT:MELLYSSA ADAMS EMAIL:madams@firstenergycorp.com PHONE:330-252-4013 101 S. RAILROAD ST. MYERSTOWN, PA. 17067 CONTACT: BARRY LUDWIG EMAIL: LUDWIG@MYERSTOWNPA.ORG PHONE: 717-866-5826

AutoCAD SHX Text GV GATE VALVE GATE VALVE RDC REDUCER REDUCER DICL DUCTILE IRON CEMENT LINED PIPE DUCTILE IRON CEMENT LINED PIPE HYD HYDRANT HYDRANT EX EXISTING EXISTING MJ MECHANICAL JOINTMECHANICAL JOINT

AutoCAD SHX Text 601 STRACKS DAM RD. MYERSTOWN, PA. 17067 CONTACT: CHRIS STRAUSE EMAIL: CSTRAUSE@MTOWNWA.COM VERIZON NORTH 37 W. 8TH ST. WYOMING, PA. 18644 CONTACT:RONALD SILINSKIE EMAIL: RONALD.SILINSKIE@VERIZON.COM PHONE: 570-826-4263 UGI UTILITIES INC 1301 AIP DR. MIDDLETOWN, PA. 17057-5987 CONTACT: GEOFFREY FERGUSON EMAIL: GFERGUSON@UGI.COM PHONE: 610-807-3118

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JEFFERSON AVENUE

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WEST JEFFERSON AVENUE

PARK LANE

N. RAILROAD STREET

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WEST JEFFERSON AVENUE WATER MAIN

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6" STEEL

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1.25" POLYETHYLENE

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1 W. JEFFERSON AVE. MARTIN/SHIRK

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HOUSE

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8 W. JEFFERSON AVE. KELLER HOUSE

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10 W. JEFFERSON AVE. MOYER/ANSPACH HOUSE

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12 W. JEFFERSON AVE. HUIE HOUSE

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140 N. COLLEGE ST. LAYSER HOUSE

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GARAGE

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2 W. JEFFERSON AVE. STAUFFER

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4 W. JEFFERSON AVE. MOYER HOUSE

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HOUSE 9 W. JEFFERSON AVE. GETTLE

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HOUSE 11 W. JEFFERSON AVE. KELLER

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HOUSE 15 W. JEFFERSON AVE. GETTLE

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200 N. COLLEGE ST. LANG

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HOUSE

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HOUSE

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CUT EX 10" AND INSTALL 10" CAP

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REMOVE EX VALVE BOX AND ABANDON VALVE IN PLACE

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10" GV

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REMOVE EX VALVE

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CUT EX 6" AND INSTALL 6" CAP

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EX WATER SERVICE AND CURB BOX TO BE REMOVED (TYP)

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CONNECT NEW WATER SERVICE TO EX WATER SERVICE (TYP)

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NOTE: SEWER LATERAL LOCATED ON NORTH RAILROAD ST.

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NOTE: SEWER LATERAL LOCATED ON NORTH RAILROAD ST.

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NOTE: SEWER LATERAL LOCATED ON NORWEDGE AVE,

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NOTE: SEWER LATERAL LOCATED ON NORTH COLLEGE ST.

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NOTE: SEWER LATERAL LOCATED ON NORTH COLLEGE ST.

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1.25" GAS MAIN IN STEEL CASE (APPROXIMATE)

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1.25" GAS MAIN IN STEEL CASE (APPROXIMATE)

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GAS MAIN LOCATION BEYOND THIS POINT IS UNKNOWN

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12"X10" RDC

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8" GV

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CUT EX 10" MAIN AND REMOVE TAPPING SLEEVE AND VALVE

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10"X8" RDC

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CONNECT TO EX 8" MAIN

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8"X8" TEE

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EX VALVE TO REMAIN IN PLACE

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RESTORE DRIVEWAY WITH 6" 2A SUBBASE AND 3" SPAV 12.5MM SPAV 12.5MM WEARING MIX

AutoCAD SHX Text 8"x8" TEE INSTALLED ON EX 8" MAIN

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8" GV

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AutoCAD SHX Text 8"x6" HYDRANT TEE

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REMOVE EX 6" ROMAC COUPLER AND 8"X6" REDUCER AND CONNECT TO EX 8" MAIN

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48" COVER (MIN)

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EX GRADE

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PADOT LEGAL RIGHT-OF-WAY

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DATE

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NO.

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REVISIONS

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SEAL:

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ERK

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25 JUNE 2026

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MWA26-13

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WATER MAIN REPLACEMENT

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PLAN AND PROFILE

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MYERSTOWN WATER AUTHORITY LEBANON COUNTY PENNSYLVANIA

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SHEET NO.

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PROJECT NO.

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DRAWN BY:

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JEFFERSON AVENUE

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SEE PADOT HIGHWAY OCCUPANCY PERMIT PLANS

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MATCH LINE - SHT. 3

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MATCH LINE - SHT. 2

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PADOT LEGAL RIGHT-OF-WAY

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WEST JEFFERSON AVENUE

WEST JEFFERSON AVENUE WATER MAIN

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VALVE VAULT

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N O

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MAILBOX

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MAILBOX

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199 N. COLLEGE ST.. BOROUGH OF MYERSTOWN

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MYERSTOWN BOROUGH PUBLIC LIBRARY

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201 N. COLLEGE ST.. MYERSTOWN WATER AUTHORITY

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PUMP HOUSE

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AUTOMOTIVE BODY SHOP

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110 W. LINCOLN AVE. WAGNER

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UNITED STATES POST OFFICE MYERSTOWN BOROUGH

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RETAIL SHOP

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114 W. LINCOLN AVE. SMITH/HEMPRLY

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APPROXIMATE LIMIT OF AERIAL WATER TANK

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CONCRETE TANK PEDESTAL FOOTER (TYP)

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12"X10" RDC

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REMOVE EX VALVE BOX AND ABANDON VALVE IN PLACE

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EX WATER SERVICE AND CURB BOX TO BE REMOVED (TYP)

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EX FH TO BE REMOVED (TYP)

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EX VALVE TO BE CLOSED AND VALVE BOX REMOVED

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EX VALVE TO BE CLOSED AND VALVE BOX REMOVED

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CONNECT NEW SERVICE TO EX METER PIT

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CONNECT NEW WATER SERVICE TO EX WATER SERVICE (TYP)

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6'X8' VALVE VAULT. PERFORM SIDEWALK AND CURB RESTORATION

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CONNECT TO TANK FEED LINE OUTSIDE OF FOOTER WALL WITH 10" COUPLING

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12"X10" TEE

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(2) 12" GV

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EX VALVE TO BE REMOVED

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CUT EX 10" AND INSTALL 10" CAP

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CONNECT TO EX 10" MAIN

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NOTE: SEWER LATERAL LOCATED ON STATE ROUTE 422.

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NOTE: SEWER LATERAL LOCATED ON STATE ROUTE 422.

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NOTE: SEWER LATERAL LOCATION UNKNOWN

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NOTE: SEWER LATERAL LOCATED ON NORTH COLLEGE ST.

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NOTE: SEWER LATERAL LOCATED ON NORTH COLLEGE ST.

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12" GV TO BE INSTALLED OUTSIDE OF PADOT RIGHT-OF-WAY

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1.25" GAS MAIN IN STEEL CASE (APPROXIMATE)

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EX CURB BOX TO BE REMOVED

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6"FIRE HYDRANT LINE TO BE REMOVED

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10"X6" HYDRANT TEE

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6" GV

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12" GV

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12" GV

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12" GV

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12"X10" RDC

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CONNECT TO EX 10" DICL

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EX GAS (UNKNOWN SIZE AND DEPTH)

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EX DEPRESSED CURB/EDGE ROAD

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PADOT LEGAL RIGHT-OF-WAY

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CONNECT TO EX 10" DICL

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12"X10" RDC

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12" DICL

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48" COVER (MIN)

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EX GRADE

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10" DICL

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DATE

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NO.

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REVISIONS

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SEAL:

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ERK

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25 JUNE 2026

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MWA26-13

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WATER MAIN REPLACEMENT

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PLAN AND PROFILE

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MYERSTOWN WATER AUTHORITY LEBANON COUNTY PENNSYLVANIA

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SHEET NO.

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PROJECT NO.

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JEFFERSON AVENUE

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MATCH LINE - SHT. 3

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MATCH LINE - SHT. 2

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SEE PADOT HIGHWAY OCCUPANCY PERMIT PLAN AND SHEET 2 OF 4

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PRECAST REINFORCED CONCRETE FLAT SLAB TOP SECTION

AutoCAD SHX Text SEAL ALL TONGUE AND GROOVE JOINTS WITH TWO (2) RINGS OF CONSEAL CS-120 BUTYL RUBBER SEALANT OR APPROVED EQUAL. ALL EXTERIOR JOINTS TO BE SEALED WITH WRAPIDSEAL ENCAPSULATION SYSTEM OR APPROVED EQUAL.

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FORM BASE TO RECEIVE TONGUE OF PRECAST RISER SECTION

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PIPE SUPPORT

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LINK SEAL (TYP)

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60" SQ PRECAST CONCRETE VAULT

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10" WATER TANK FEED LINE

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VALVE

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8" CLEAR (MIN)

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60" SQ PRECAST CONCRETE VAULT

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VALVE

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8" CLR

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6" MIN

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6'-11" INTERIOR HEIGHT

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%%USECTION VIEW

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%%UPLAN VIEW

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GRADE 519.45

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VAULT FLOOR 512.45

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INV 10" WATER TANK FEED 513.95

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TESTING TAP; CORPORATION STOP WITH HANDLE

AutoCAD SHX Text ALUMINUM LADDER WITH EXTENDABLE 42" HANDLE BY HALLIDAY PRODUCTS OR APPROVED EQUAL.

AutoCAD SHX Text PROPOSED 54" x 54" SERIES W2R5454 ACCESS DOOR WITH SS PNEUMATIC ASSIST AUTOMATIC HOLD-OPEN ARM AND FLUSH MOUNTED LOCKABLE HANDLE BY HALLIDAY PRODUCTS OR APPROVED EQUAL

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%%USECTION VIEW

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10" WATER TANK FEED LINE

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PADOT LEGAL RIGHT-OF-WAY

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FIRE HYDRANT

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PIPE BEDDING

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PAVED TEMPORARY

TRENCH RESTORATION

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MAXIMUM TRENCH &

REPAVEMENT WIDTHS

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MECHANICAL RESTRAINING DEVICES

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UTILITY LINE SEPARATION

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WATER SERVICE TRENCH

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WATER SERVICE CONNECTION

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SHALLOW WATER SERVICE CONNECTION

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CURB & SIDEWALK RESTORATION (SERVICES)

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GATE VALVE

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PAVED AND UNPAVED PERMANENT

TRENCH RESTORATION

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CONCRETE SIDEWALK

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CONCRETE CURB

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DATE

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NO.

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REVISIONS

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SEAL:

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ERK

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25 JUNE 2026

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MWA26-13

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WATER MAIN REPLACEMENT

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DETAILS

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MYERSTOWN WATER AUTHORITY LEBANON COUNTY PENNSYLVANIA

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SHEET NO.

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PROJECT NO.

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JEFFERSON AVENUE

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4'-0" MIN COVER

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VARIABLE

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VARIABLE - 4'-0" MIN COVER

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CUSTOMER TO CONNECT AT THIS POINT

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CUSTOMER SERVICE LINE

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CURB STOP (SEE NOTE 5)

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WATER DISTRIBUTION MAIN

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SYSTEM SERVICE LINE

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BRICK SUPPORT

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MARKED "WATER" ON LID 12" FROM CURB 24" FROM EDGE OF PAVING

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CURB BOX SHALL BE LOCATED IN R/W EASEMENTS

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CAST IRON CURB BOX (SEE NOTE 6)

AutoCAD SHX Text NOTES: : 1. CORPORATION STOPS SHALL BE COMPRESSION TYPE AND BE AS MANUFACTURED CORPORATION STOPS SHALL BE COMPRESSION TYPE AND BE AS MANUFACTURED BY MUELLER CO #B-25008N OR AS MANUFACTURED BY FORD METER BOX CO #FB1100-X-G-NL. 2. SERVICE TO BE BEDDED IN SCREENINGS. SERVICE TO BE BEDDED IN SCREENINGS. 3. DO NOT LOCATE CURB BOX IN SIDEWALK OR DRIVEWAY. DO NOT LOCATE CURB BOX IN SIDEWALK OR DRIVEWAY. 4. THERE SHALL BE A MINIMUM 5 FOOT SPACING BETWEEN CORPORATION STOPS IN THERE SHALL BE A MINIMUM 5 FOOT SPACING BETWEEN CORPORATION STOPS IN A MAIN. 5. CURB STOPS SHALL BE COMPRESSION TYPE AND BE AS MANUFACTURED BY CURB STOPS SHALL BE COMPRESSION TYPE AND BE AS MANUFACTURED BY MUELLER CO #B-25209N OR AS MANUFACTURED BY FORD METER BOX CO #B44-XXX-Q-NL. 6. CURB BOXES AND COVERS SHALL BE AS MANUFACTURED BY BINGHAM & TAYLOR CURB BOXES AND COVERS SHALL BE AS MANUFACTURED BY BINGHAM & TAYLOR #93-E WITH COVER TYPE NO. 4901-B OR AS MANUFACTURED BY TYLER PIPE #93-E.

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CORPORATION STOP (SEE NOTE 1)

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1" COPPER OR POLYETHYLENE (CTS)

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1" COPPER OR POLYETHYLENE (CTS)

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4'-0" MIN COVER

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VARIABLE

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VARIABLE - 4'-0" MIN COVER

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GRADE

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CURB STOP

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CUSTOMER SERVICE LINE

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EXISTING CURB BOX

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CURB BOX SHALL BE LOCATED IN R/W EASEMENTS

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CAST IRON CURB BOX SHALL BE TWO-PIECE TYPE, TYLER MODEL #6500 OR APPROVED EQUAL

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MARKED "WATER" ON LID 12" FROM CURB 24" FROM EDGE OF PAVING

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SYSTEM SERVICE LINE

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CUSTOMER TO CONNECT AT THIS POINT

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WATER DISTRIBUTION MAIN

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CORPORATION STOP

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BRICK SUPPORT

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18"-24" APPROX COVER

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CUSTOMER TO CONNECT AT THIS POINT

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LEAD SERVICES SHALL BE REPLACED

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EX SIDEWALK (WIDTH VARIES)

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BACK EDGE OF EX SIDEWALK OR BUILDING WALL

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EX GRASS BUFFER STRIP

AutoCAD SHX Text 24"

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SAWCUT AND REPLACE CONCRETE SIDEWALK

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WATER SERVICE

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REPLACE EX CURB (24" WIDTH)

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TOPSOIL AND SEEDING

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NO BUFFER STRIP

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WITH BUFFER STRIP

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WATER MAIN

AutoCAD SHX Text 8"

AutoCAD SHX Text O.D.

AutoCAD SHX Text 8"

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12" (MIN)

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O.D. 4 (6" MIN)

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AASHTO #8 CRUSHED STONE

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TRENCH SUBGRADE

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SIGNAL WIRE

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PAVED AREAS

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EXISTING PAVED SURFACE

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2A AGGREGATE BACKFILL COMPACTED IN 12" LIFTS

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MAXIMUM PAYMENT WIDTH FOR REPAVING

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4'-0" MIN COVER

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TRENCH DEPTH

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text O.D.

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MAX TRENCH WIDTH AT TOP OF PIPE

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REPAVING, SEE WATER\W003, W007, W008, AND W009 FOR DETAILS

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TRENCH DEPTH

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MAXIMUM PAYMENT WIDTH - REPAVING

AutoCAD SHX Text 0' - 12'

AutoCAD SHX Text O.D. + 3'-4"

AutoCAD SHX Text 12' - 18'

AutoCAD SHX Text O.D. + 4'-4"

AutoCAD SHX Text 18' - 24'

AutoCAD SHX Text O.D. + 5'-4"

AutoCAD SHX Text 24' - 30'

AutoCAD SHX Text O.D. + 6'-4"

AutoCAD SHX Text L

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MINIMUM LENGTH OF PIPE WITH RESTRAINED JOINTS (L) IN FEET

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PIPE SIZE

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 14"

AutoCAD SHX Text 16"

AutoCAD SHX Text 18"

AutoCAD SHX Text 20"

AutoCAD SHX Text 24"

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HORIZONTAL BEND

AutoCAD SHX Text 11.25°

AutoCAD SHX Text 22.5°

AutoCAD SHX Text 45°

AutoCAD SHX Text 90°

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VERTICAL BEND UP

AutoCAD SHX Text 11.25°

AutoCAD SHX Text 22.5°

AutoCAD SHX Text 45°

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VERTICAL BEND DOWN

AutoCAD SHX Text 11.25°

AutoCAD SHX Text 22.5°

AutoCAD SHX Text 45°

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DEAD END OR VALVE

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UNIFORM SIZE TEE OR WYE

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UNIFORM SIZE TEE OR WYE

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AutoCAD SHX Text NOTES: : 1. RESTRAINING DEVICES OR RESTRAINED JOINTS SHALL HAVE A WORKING PRESSURE OF 250 PSI WITH A MINIMUM SAFETY FACTOR OF 2.0. RESTRAINING DEVICES OR RESTRAINED JOINTS SHALL HAVE A WORKING PRESSURE OF 250 PSI WITH A MINIMUM SAFETY FACTOR OF 2.0. 2. RESTRAINED LENGTH SHOWN IS BASED ON 3' OF COVER, SOIL TYPE CL, TRENCH TYPE 2, 2:1 SAFETY FACTOR, AND DUCTILE IRON PIPE AT A TEST RESTRAINED LENGTH SHOWN IS BASED ON 3' OF COVER, SOIL TYPE CL, TRENCH TYPE 2, 2:1 SAFETY FACTOR, AND DUCTILE IRON PIPE AT A TEST PRESSURE OF 150 PSI. IF FIELD CONDITIONS DIFFER FROM THOSE LISTED, CONTACT ENGINEER TO DETERMINE REQUIRED RESTRAINED LENGTH. 3. RESTRAINED LENGTHS SHOWN IN CHART WERE CALCULATED USING METHODOLOGY DEVELOPED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA) RESTRAINED LENGTHS SHOWN IN CHART WERE CALCULATED USING METHODOLOGY DEVELOPED BY THE DUCTILE IRON PIPE RESEARCH ASSOCIATION (DIPRA) AND ARE INTENDED AS A GENERAL GUIDE BASED ON CONDITIONS SHOWN IN NOTE 2. FOR FITTINGS AND/OR FIELD CONDITIONS NOT SHOWN, ENGINEER SHALL SUBMIT CALCULATIONS USING DIPRA METHODOLOGY TO THE TOWN FOR APPROVAL. 4. EXISTING PIPE ADJACENT TO PROPOSED BENDS, WYES, VALVES, TEES, AND PLUGS SHALL BE UNCOVERED AND THE JOINTS RESTRAINED FOR THE LENGTHS EXISTING PIPE ADJACENT TO PROPOSED BENDS, WYES, VALVES, TEES, AND PLUGS SHALL BE UNCOVERED AND THE JOINTS RESTRAINED FOR THE LENGTHS INDICATED. IF THE EXISTING PIPE IS UNABLE TO ACCEPT THE MECHANICAL JOINT RESTRAINING MECHANISM, THE EXISTING PIPE SHALL BE REPLACED WITH DUCTILE IRON WATER MAIN IN ACCORDANCE WITH THE SPECIFICATIONS AND RESTRAINED LENGTH INDICATED. IN LIEU OF RESTRAINING JOINTS OF EXISTING PIPE, A BULKHEAD ANCHOR AS SHOWN IN DETAILS CA-1 AND CA-2 MAY BE USED. 5. FIRE HYDRANTS SHALL BE RESTRAINED AT EACH JOINT IN THE ASSEMBLY. FIRE HYDRANTS SHALL BE RESTRAINED AT EACH JOINT IN THE ASSEMBLY. 6. ALL JOINTS WITHIN CASING PIPES SHALL BE RESTRAINED. ALL JOINTS WITHIN CASING PIPES SHALL BE RESTRAINED. 7. IF A CASING PIPE FALLS WITHIN THE RESTRAINED LENGTH "L", THE REQUIRED RESTRAINED LENGTH SHALL BE INCREASED BY THE LENGTH OF THE CASING. IF A CASING PIPE FALLS WITHIN THE RESTRAINED LENGTH "L", THE REQUIRED RESTRAINED LENGTH SHALL BE INCREASED BY THE LENGTH OF THE CASING. 8. THRUST RESTRAINTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SHALL CONFORM TO THE FOLLOWING THRUST RESTRAINTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND SHALL CONFORM TO THE FOLLOWING TABLE OR APPROVED EQUAL. SHOP DRAWINGS FOR ALTERNATE RESTRAINTS SHALL BE SUBMITTED TO THE TOWN FOR APPROVAL PRIOR TO CONSTRUCTION.

AutoCAD SHX Text L

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VALVE

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BEND

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TEE

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DEAD END

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REDUCER

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WYE

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CONNECTION TO EXISTING MAIN

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IF LESS THAN "L" RESTRAIN ALL JOINTS

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RESTRAIN ALL JOINTS WITHIN DISTANCE "L" FROM FITTING

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EXISTING MAIN

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RESTRAIN ALL JOINTS WITHIN DISTANCE "L" FROM FITTING

AutoCAD SHX Text PIPE SIZE JOINT TYPE SPECIFICATION JOINT TYPE SPECIFICATION SPECIFICATION 4"-12" MECHANICAL JOINT ROMAC INDUSTRIES GRIP RING, ROMAGRIP OR MEGALUG SERIES 1100 MECHANICAL JOINT ROMAC INDUSTRIES GRIP RING, ROMAGRIP OR MEGALUG SERIES 1100 ROMAC INDUSTRIES GRIP RING, ROMAGRIP OR MEGALUG SERIES 1100 4"-12" PUSH-ON OR COUPLING ROMAC INDUSTRIES 611 OR MEGALUG SERIES 1700 PUSH-ON OR COUPLING ROMAC INDUSTRIES 611 OR MEGALUG SERIES 1700 ROMAC INDUSTRIES 611 OR MEGALUG SERIES 1700 4"-12" COUPLING ROMAC INDUSTRIES ALPHA COUPLING COUPLING ROMAC INDUSTRIES ALPHA COUPLING ROMAC INDUSTRIES ALPHA COUPLING

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18" (MIN) VERTICAL SEPARATION

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18" (MIN) VERTICAL SEPARATION

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WATER MAIN

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WATER MAIN

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18" (MIN) VERTICAL SEPARATION

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3'-0" (MIN) HORIZONTAL SEPARATION

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18" (MIN) VERTICAL SEPARATION

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10'-0" (MIN) HORIZONTAL SEPARATION

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OVER SEWER OR DRAIN LINE

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WATER MAIN CROSSING UNDER SEWER OR DRAIN LINE

AutoCAD SHX Text NOTES: : 1. IF MINIMUM HORIZONTAL SEPARATION CANNOT BE IF MINIMUM HORIZONTAL SEPARATION CANNOT BE MAINTAINED, THE WATER MAIN SHALL BE CONSTRUCTED SO AS TO MAINTAIN MINIMUM VERTICAL SEPARATION.

AutoCAD SHX Text

GAS MAIN

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WATER MAIN

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SANITARY SEWER

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BUILDING DRAIN, SANITARY SEWER OR STORM SEWER

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BUILDING DRAIN, SANITARY SEWER OR STORM SEWER

AutoCAD SHX Text 6"

AutoCAD SHX Text 12"

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PIPE

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48" MIN COVER

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OD+12" MINIMUM 18" MAXIMUM TRENCH WIDTH

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MARKING TAPE

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STONE DUST OR SAND

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SEE RESTORATION DETAILS

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REQUIRED BACKFILL (SEE DETAILS)

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PIPE

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ROAD SAWCUT (TYP)

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EXISTING ROAD OR SHOULDER

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SIGNAL WIRE

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4'-0" MIN

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6" DIP

AutoCAD SHX Text 2'-0"

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2'-0" MIN: IF LESS THAN 10', RODS ARE REQ'D

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FINISHED GRADE

AutoCAD SHX Text 1'-6"

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UNDISTURBED EARTH

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#AASHTO #57 CRUSHED STONE

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AVOID BLOCKING HYDRANT DRAIN HOLE

AutoCAD SHX Text

TEE IN WATER MAIN

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(2) 2-1/2" HOSE NOZZLES

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(1) 4-1/2" PUMPER NOZZLE W/ 5" STORZ NOZZLE

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CAST IRON

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6" GATE VALVE

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1. HYDRANT USE MAY BE RESTRAINED WITH TIE RODS, CLAMPS, OR MEGA-LUGS IN HYDRANT USE MAY BE RESTRAINED WITH TIE RODS, CLAMPS, OR MEGA-LUGS IN A MANNER APPROVED BY THE AUTHORITY. 2. FIRE HYDRANT SHALL BE LOCATED 2.5' BEHIND THE FACE OF CURB WHERE FIRE HYDRANT SHALL BE LOCATED 2.5' BEHIND THE FACE OF CURB WHERE ESTABLISHED. OTHERWISE, FIRE HYDRANT SHALL BE LOCATED 2.5' FROM THE EDGE OF ROAD R/W. (MEASURED FROM TIP OF PUMPER NOZZLE) OR AS DIRECTED BY THE WATER AUTHORITY. THE MAXIMUM DISTANCE THAT WILL BE ALLOWED BY THE AUTHORITY IS 6' BEHIND CURB. 3. NO PART OF HYDRANT SHALL PROJECT BEYOND THE FACE OF CURB. NO PART OF HYDRANT SHALL PROJECT BEYOND THE FACE OF CURB. 4. SEE SECTION 15180 OF THE STANDARD SPECIFICATIONS AND ITS AMENDMENTS. SEE SECTION 15180 OF THE STANDARD SPECIFICATIONS AND ITS AMENDMENTS. 5. MANUFACTURER SHALL PAINT HYDRANT BODY RED. BONNET AND CAPS WHITE. MANUFACTURER SHALL PAINT HYDRANT BODY RED. BONNET AND CAPS WHITE. 6. NO OBSTRUCTIONS OF ANY KIND SHALL BE PERMITTED WITHIN 3' OF A HYDRANT. NO OBSTRUCTIONS OF ANY KIND SHALL BE PERMITTED WITHIN 3' OF A HYDRANT. 7. LIST OF APPROVED FIRE HYDRANTS: LIST OF APPROVED FIRE HYDRANTS: WATEROUS COMPANY: PACER MODEL PACER MODEL MUELLER COMPANY : SUPER CENTURION 250: SUPER CENTURION 250SUPER CENTURION 250

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NOTES::

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%%UELEVATION

AutoCAD SHX Text %%uSECTION A-A

AutoCAD SHX Text 3-PIECE SCREW TYPE VALVE BOX DARLING VALVE & MFG CO #1321, MUELLER CO #H-10357, TYLER #6860 SERIES, OR APPROVED EQUAL.

AutoCAD SHX Text

COVER MARKED "WATER"

AutoCAD SHX Text A

AutoCAD SHX Text

5 " SHAFT14" SHAFT

AutoCAD SHX Text

AASHTO #8 CRUSHED STONE BEDDING AND BACKFILL MATERIAL

AutoCAD SHX Text

PROVIDE 2" RISER FOR VALVE BOXES LOCATED IN PAVED SURFACES

AutoCAD SHX Text

12" MIN

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6" MIN

AutoCAD SHX Text

MARKING TAPE

AutoCAD SHX Text NOTES: : 1. BOTH THE WATER AND SEWER LINE SHALL BE BOTH THE WATER AND SEWER LINE SHALL BE CONSTRUCTED OF CAST IRON OR DUCTILE IRON HAVING MECHANICAL JOINTS. 2. THE LENGTH OF THE WATER LINE PIPE SHALL BE THE LENGTH OF THE WATER LINE PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SO THAT THE JOINTS ARE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER. 3. THE SANITARY SEWER SHALL BE CONCRETE THE SANITARY SEWER SHALL BE CONCRETE ENCASED FOR 10 FEET ON EITHER SIDE OF THE WATER CROSSING WHEN LESS THAN 18" VERTICAL SEPARATION IS MAINTAINED.

AutoCAD SHX Text NOTES: : 1. BOTH THE WATER AND SEWER LINE SHALL BE BOTH THE WATER AND SEWER LINE SHALL BE CONSTRUCTED OF CAST IRON OR DUCTILE IRON HAVING MECHANICAL JOINTS. 2. THE SEWER SHALL HAVE ADEQUATE THE SEWER SHALL HAVE ADEQUATE STRUCTURAL SUPPORT TO PREVENT EXCESSIVE DEFLECTION OF THE JOINTS AND THE SETTLING ON AND BREAKING OF THE WATER LINE. 3. THE LENGTH OF THE WATER LINE PIPE SHALL THE LENGTH OF THE WATER LINE PIPE SHALL BE CENTERED AT THE POINT OF THE CROSSING SO THAT THE JOINTS ARE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER. 4. THE WATER MAIN SHALL BE CONCRETE THE WATER MAIN SHALL BE CONCRETE ENCASED FOR 10 FEET ON EITHER SIDE OF THE SEWER CROSSING WHEN LESS THAN 18" VERTICAL SEPARATION IS MAINTAINED.

AutoCAD SHX Text SUPERPAVE HMA BINDER COURSE, PG64S-22, 0 to 0.3 MILLION ESALs, 19mm MIX, 2-1/2" DEPTH

AutoCAD SHX Text NOTE: 1. CURB TO CURB PERMANENT PAVING ACTIVITIES ON WEST JEFFERSON CURB TO CURB PERMANENT PAVING ACTIVITIES ON WEST JEFFERSON AVENUE FROM NORTH RAILROAD STREET TO NORTH COLLEGE STREET (S.R. 501) IS TO BE COMPLETED BY MYERSTOWN BOROUGH IN SEPTEMBER 2026. 2. PERMANENT TRENCH RESTORATION PAVING ON WEST JEFFERSON AVENUE PERMANENT TRENCH RESTORATION PAVING ON WEST JEFFERSON AVENUE FROM NORTH COLLEGE STREET (S.R. 501) WESTWARD TO THE DEAD END OF WEST JEFFERSON AVENUE SHALL BE COMPLETED BY THE WATER MAIN CONTRACTOR.

AutoCAD SHX Text

SEE PIPE BEDDING DETAIL, THIS SHEET

AutoCAD SHX Text NOTES: : 1. ALL BACK FILL MATERIAL IS SUBJECT TO ENGINEER APPROVAL. ALL BACK FILL MATERIAL IS SUBJECT TO ENGINEER APPROVAL. * COMPACT IN ACCORDANCE W/MOST RECENT REVISION OF PENNDOT PUBLICATION 408, "STANDARD SPECIFICATIONS"

AutoCAD SHX Text

UNPAVED AREAS

AutoCAD SHX Text APPROVED SUITABLE BACKFILL IN ACCORDANCE WITH THE SPECIFICATIONS TAMPED IN 12" LIFTS

AutoCAD SHX Text

6" (MIN) TOPSOIL

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12" (MIN)

AutoCAD SHX Text

12" (MIN)

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7" 2A SUBBASE

AutoCAD SHX Text SUPERPAVE ASPHALT BINDER COURSE 25 MM, PG64S-22, 30 MILLION ESALs, 5.5" DEPTH. NOTE: BINDER COURSE SHALL BE INSTALLED IN TWO (2) SEPARATE LIFTS WITH THE FIRST LIFT NOT EXCEEDING THREE (3) INCHES COMPACTED DEPTH.

AutoCAD SHX Text

SAWCUT (TYP)

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PENNDOT 2A STONE

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SEE PIPE BEDDING DETAIL, THIS SHEET

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PAVED AREAS

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SEE PIPE BEDDING DETAIL, THIS SHEET

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BACKFILL COMPACTED IN 12" LIFTS

AutoCAD SHX Text

MATCH EXISTING

AutoCAD SHX Text NOTES: : 1. SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4" WHERE SIDEWALK SHALL HAVE A MINIMUM THICKNESS OF 4" WHERE USED SOLELY FOR PEDESTRIAN TRAFFIC. 2. MAXIMUM LENGTH OF SECTIONS SHALL BE 10'. MAXIMUM LENGTH OF SECTIONS SHALL BE 10'. 3. TO MINIMIZE OR PREVENT VERTICAL SEPARATION WHERE NEW TO MINIMIZE OR PREVENT VERTICAL SEPARATION WHERE NEW SIDEWALK ADJOINS EXISTING CONCRETE STRUCTURES, CURBING, OR SIDEWALK, 12" LONG 5/8" REBAR DOWELS SHALL BE INSTALLED (6" DEPTH) INTO THE EXISTING CONCRETE TO TIE THE NEW SIDEWALK TO THE EXISTING.

AutoCAD SHX Text CLASS A CEMENT CONCRETE (3000 PSI) WITH BROOM FINISH, 4" MIN THICKNESS-SEE NOTE 1

AutoCAD SHX Text

AASHTO NO. 57 (2B) COARSE AGGREGATE 4" DEPTH (SEE NOTE 2)

AutoCAD SHX Text

14" PER FOOT

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20'-0" MAX. TO 4'-0" MIN.

AutoCAD SHX Text

CONTRACTION JOINT SPACING

AutoCAD SHX Text

(SEE NOTE 5)

AutoCAD SHX Text NOTES: : 1. MATERIALS AND CONSTRUCTION SHALL MEET THE REQUIREMENTS OF PUBLICATION 408, SECTION 630. MATERIALS AND CONSTRUCTION SHALL MEET THE REQUIREMENTS OF PUBLICATION 408, SECTION 630. 2. USE ACCEPTABLE METAL FORMS, EXCEPT ON SHARP CURVES AND SHORT TANGENT SECTIONS, WHERE WOOD FORMS MAY BE USE ACCEPTABLE METAL FORMS, EXCEPT ON SHARP CURVES AND SHORT TANGENT SECTIONS, WHERE WOOD FORMS MAY BE USED. USE FORMS WHICH WILL NOT DISCOLOR THE CONCRETE. 3. PLACE CONCRETE IN THE FORMS IN LAYERS NOT EXCEEDING 5" IN DEPTH WHEN SPADING, OR LAYERS NOT EXCEEDING 15" IN PLACE CONCRETE IN THE FORMS IN LAYERS NOT EXCEEDING 5" IN DEPTH WHEN SPADING, OR LAYERS NOT EXCEEDING 15" IN DEPTH WHEN USING A VIBRATOR TO ELIMINATE VOIDS. PROVIDE DRAINAGE OPENINGS THROUGH THE CURB, AT THE ELEVATION AND OF THE SIZE REQUIRED, WHERE INDICATED OR DIRECTED. SMOOTHLY AND EVENLY FINISH THE TOP SURFACE OF THE CURB, USING A WOOD FLOAT. 4. THE CONCRETE CURB MAY BE PLACED WITH AN ACCEPTABLE, SELF PROPELLED MACHINE. THE CONCRETE CURB MAY BE PLACED WITH AN ACCEPTABLE, SELF PROPELLED MACHINE. 5. SPACE CONTRACTION JOINTS IN UNIFORM LENGTHS OR SECTIONS. SPACE CONTRACTION JOINTS IN UNIFORM LENGTHS OR SECTIONS. 6. PLACE 3/4" PREMOLDED EXPANSION JOINT FILLER MATERIAL AT STRUCTURES AND AT THE END OF THE WORK DAY. CUT PLACE 3/4" PREMOLDED EXPANSION JOINT FILLER MATERIAL AT STRUCTURES AND AT THE END OF THE WORK DAY. CUT MATERIAL TO CONFORM TO AREA ADJACENT TO CURB OR TO CONFORM TO CROSS SECTIONAL AREA OF CURB. 7. CURB SHALL BE PLACED AT A DEPTH OF 24" ALONG THE SOUTHERN CURB LINE OF RAILROAD AVENUE, EXCEPT AS APPROVED CURB SHALL BE PLACED AT A DEPTH OF 24" ALONG THE SOUTHERN CURB LINE OF RAILROAD AVENUE, EXCEPT AS APPROVED BY THE BOROUGH ENGINEER.

AutoCAD SHX Text

%%UTYPICAL CROSS SECTION

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DETAIL A CONTRACTION JOINT

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CLASS A CEMENT CONCRETE (3000 PSI)

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CONTRACTION JOINT (SEE DETAIL A)

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MATCH EXISTING CURB HEIGHT AND PROFILE

24"

W. JEFFERSON AVE.

(N . C

S T.

SR 0501 (N. COLLEGE ST.) WATER MAIN

SCALE:

H: 1" = 20' V: 1=5'

W . M ai n

St re et , S ui te

E Ep hr at a, P

H an ov er

En g.

co m

La nc as te r- Le ba no n O ffi ce

W. JEFFERSON AVE.

PIPE BEDDING

NOT TO SCALE

TEMPORARY RESTORATION

NOT TO SCALE

MAXIMUM TRENCH &

REPAVEMENT WIDTHS

NOT TO SCALE

TRENCH BACKFILL & RESTORATION

(UNPAVED AREAS)

NOT TO SCALE

TRENCH BACKFILL & RESTORATION

STATE HIGHWAY

NOT TO SCALE

LOCATION MAP

SCALE: 1" = 1,000'

USGS 7.5' QUAD

BETHEL, PA 2025

PROPOSED WATER

MAIN REPLACEMENT

HOP LOCATION

N. COLLEGE STREET

SR 0501

AutoCAD SHX Text

140 N. COLLEGE ST. LAYSER HOUSE

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200 N. COLLEGE ST. LANG

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HOUSE

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201 N. COLLEGE ST.. MYERSTOWN WATER AUTHORITY

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PUMP HOUSE

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APPROXIMATE LIMIT OF AERIAL WATER TANK

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CONCRETE TANK PEDESTAL FOOTER (TYP)

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NOTE: SEWER LATERAL LOCATED ON NORTH COLLEGE ST.

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NOTE: SEWER LATERAL LOCATION UNKNOWN

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NOTE: SEWER LATERAL LOCATED ON NORTH COLLEGE ST.

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1.25" GAS MAIN IN STEEL CASE (APPROXIMATE)

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PADOT LEGAL RIGHT-OF-WAY LINE

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PADOT LEGAL RIGHT-OF-WAY LINE

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11.8' LANE

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14.4' LANE

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16.2' LANE

AutoCAD SHX Text 50'

AutoCAD SHX Text 25'

AutoCAD SHX Text 22.5°

AutoCAD SHX Text 45°

AutoCAD SHX Text

12" GV

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12"X10" RDC

AutoCAD SHX Text 10"x10" TEE

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CONNECT TO EX 10" DICL

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PADOT LEGAL RIGHT-OF-WAY

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10" DICL

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EX 10"X8" RDC

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EX 90°

AutoCAD SHX Text 8"x8" TEE

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PADOT LEGAL RIGHT-OF-WAY

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SR 0501 (N. COLLEGE ST.)

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CONNECT TO EX 8" DICL

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8" GV

AutoCAD SHX Text 45°

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8" DICL

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10" DICL

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12" DICL

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WATER MAIN REPLACEMENT

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JEFFERSON AVENUE

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DATE

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NO.

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REVISIONS

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SEAL:

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ERK

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FFF

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25 JUNE 2026

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MWA26-13

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AutoCAD SHX Text 1"=20'

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SHEET NO.

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PROJECT NO.

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DRAWN BY:

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CHECKED BY:

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SCALE:

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DATE:

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MYERSTOWN WATER AUTHORITY LEBANON COUNTY PENNSYLVANIA

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UTILTY PERMIT PLAN

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HIGHWAY OCCUPANCY

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O.D. 4 (6" MIN)

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AASHTO #8 CRUSHED STONE

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TRENCH SUBGRADE

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PAVED AREAS

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UNPAVED AREAS

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EXISTING PAVED SURFACE

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BACKFILL THE TRENCH WITH 2A AGGREGATE AND THOROUGHLY COMPACT.

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AASHTO NO. 8 CRUSHED STONE BEDDING AND BACKFILL (SEE WATER\W002)

AutoCAD SHX Text APPROVED SUITABLE BACKFILL IN ACCORDANCE WITH THE SPECIFICATIONS TAMPED IN 6" LAYERS

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2A CRUSHED STONE BACKFILL TAMPED IN 6" LAYERS

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6" TOPSOIL

AutoCAD SHX Text PLACE AND COMPACT 2" OF 25mm SUPERPAVE MATERIAL, PG 64-22, 0.3 to < 3.0 MILLION ESALs TO MATCH EXISTING GRADE.

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MAXIMUM PAYMENT WIDTH FOR REPAVING

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4'-0" MIN COVER

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TRENCH DEPTH

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text O.D.

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MAX TRENCH WIDTH AT TOP OF PIPE

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REPAVING, SEE WATER\W003, W007, W008, AND W009 FOR DETAILS

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TRENCH DEPTH

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MAXIMUM PAVEMENT WIDTH - REPAVING

AutoCAD SHX Text 0' - 12'

AutoCAD SHX Text O.D. + 3'-4"

AutoCAD SHX Text 12' - 18'

AutoCAD SHX Text O.D. + 4'-4"

AutoCAD SHX Text 18' - 24'

AutoCAD SHX Text O.D. + 5'-4"

AutoCAD SHX Text 24' - 30'

AutoCAD SHX Text O.D. + 6'-4"

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LAWN AREAS

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NOTE 4

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STONE/EARTH DRIVES OR PARKING AREAS

AutoCAD SHX Text 12"

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SEE PIPE BEDDING DETAILS

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ORDINARY BACKFILL

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4" MIN TOPSOIL WHERE REQUIRED

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NOTE 4

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SEE PIPE BEDDING DETAILS

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2A STONE

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2A STONE

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12" (MIN)

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12" (MIN)

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8" 2A SUBBASE OR MATCH EXISTING WHICHEVER IS GREATER

AutoCAD SHX Text NOTES: : 1. ALL BACK FILL MATERIAL IS SUBJECT TO ENGINEER APPROVAL. ALL BACK FILL MATERIAL IS SUBJECT TO ENGINEER APPROVAL. 2. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL COMPACTION SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL COMPACTION EQUIPMENT. 3. COMPACT IN ACCORDANCE W/MOST RECENT REVISION OF COMPACT IN ACCORDANCE W/MOST RECENT REVISION OF PENNDOT PUBLICATION 408, "STANDARD SPECIFICATIONS"

AutoCAD SHX Text SPAV, BASE PG64S-22, 25mm 3.0 to 30.0 MILLION ESALs, 5.0" OR MATCH EXISTING WHICHEVER IS GREATER

AutoCAD SHX Text SPAV, WRG, PG 64S-22, 12.5mm 3.O to 30.0 MILLION ESALs, 2.0" DEPTH, SRL-H

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SEAL W/ PG64S-22 ASPHALT CEMENT (TYP)

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SAWCUT (TYP)

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PENNDOT 2A STONE

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SEE PIPE BEDDING DETAIL

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EXISTING PAVEMENT

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EXISTING PAVEMENT

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1. MAINTENANCE AND PROTECTION OF TRAFFIC DURING MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH PENNDOT PUB. 213, "TEMPORARY TRAFFIC CONTROL GUIDELINES," APRIL 2022 OR MOST CURRENT. 2. ALL WZTC SIGNING IS TO BE TYPE III OR TYPE IV ALL WZTC SIGNING IS TO BE TYPE III OR TYPE IV SHEETING. 3. USE "ROAD WORK" LEGEND IN LIEU OF "ROAD USE "ROAD WORK" LEGEND IN LIEU OF "ROAD CONSTRUCTION" LEGEND ON ALL APPLICABLE SIGNS. 4. REMOVE ALL SHORT-TERM WZTC SIGNING UPON REMOVE ALL SHORT-TERM WZTC SIGNING UPON COMPLETION OF THAT DAY'S WORK PERIOD. 5. NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE PERMITTED ON LEGAL HOLIDAYS OR WEEKENDS ASSOCIATED WITH LEGAL HOLIDAYS. 6. NOTIFY THE LOCAL MUNICIPALITY WHEN A SIGNALIZED NOTIFY THE LOCAL MUNICIPALITY WHEN A SIGNALIZED INTERSECTION FALLS WITHIN THE WORK ZONE. DO NOT FLAG A SIGNALIZED INTERSECTION WITHOUT THE MUNICIPALITY PLACING A SIGNAL ON FLASH. 7. DO NOT STOP TRAFFIC FLOW WITHIN THE WORK AREA DO NOT STOP TRAFFIC FLOW WITHIN THE WORK AREA FOR MORE THAN A 5-MINUTE PERIOD AT ANY ONE TIME. 8. THE FOLLOWING CONSTITUTES THE REQUIRED WZTC WHEN THE FOLLOWING CONSTITUTES THE REQUIRED WZTC WHEN CONDUCTING ANY CONSTRUCTION ACTIVITIES WITHIN THE DEPARTMENT RIGHT-OF-WAY. A. SHORT TERM SIGNING: PUBLICATION 213 PATA SHORT TERM SIGNING: PUBLICATION 213 PATA FIGURES 106, 107, AND 110 SERIES (AS APPLICABLE TO SITE CONDITIONS).

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1. THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION THIS WORK CONSISTS OF THE MAINTENANCE AND PROTECTION OF TRAFFIC AND THE PROTECTION OF THE PUBLIC WHEN APPROACHING AND DEPARTING THE CONSTRUCTION AREA AND WITHIN THE LIMITS OF CONSTRUCTION. 2. FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL FURNISH, ERECT, PLACE AND MAINTAIN TRAFFIC CONTROL SIGNS AND DEVICES. MAINTAIN TRAFFIC DURING HOURS OF CONSTRUCTION AND AT ALL OTHER TIMES CONSISTENT WITH THE METHODS INDICATED ON THESE DRAWINGS AND THE FOLLOWING: A. PENNDOT PUBLICATION 35 PENNDOT PUBLICATION 35 B. PENNDOT PUBLICATION 46 PENNDOT PUBLICATION 46 C. PENNDOT PUBLICATION 72M PENNDOT PUBLICATION 72M D. PENNDOT PUBLICATION 111 PENNDOT PUBLICATION 111 E. PENNDOT PUBLICATION 212 PENNDOT PUBLICATION 212 F. PENNDOT PUBLICATION 213 PENNDOT PUBLICATION 213 G. PENNDOT PUBLICATION 236 PENNDOT PUBLICATION 236 H. PENNDOT PUBLICATION 408 PENNDOT PUBLICATION 408 I. MUTCD, CURRENT EDITION MUTCD, CURRENT EDITION 3. REMOVE THESE DEVICES IMMEDIATELY UPON COMPLETION OF REMOVE THESE DEVICES IMMEDIATELY UPON COMPLETION OF THE WORK. PENNDOT WILL REMOVE ANY TRAFFIC CONTROL DEVICES ERECTED BY DEPARTMENT FORCES. 4. COVER OR REMOVE ALL CONFLICTING SIGNS AND ERADICATE COVER OR REMOVE ALL CONFLICTING SIGNS AND ERADICATE ALL CONFLICTING PAVEMENT MARKINGS. 5. MOUNT ALL LONG-TERM ADVANCE WARNING SIGNS ON TYPE III MOUNT ALL LONG-TERM ADVANCE WARNING SIGNS ON TYPE III BARRICADES UNLESS OTHERWISE NOTED OR INSTRUCTED BY DISTRICT OFFICE. 6. ALL SIGNS AND DEVICES TO BE MAINTAINED IN NEW OR ALL SIGNS AND DEVICES TO BE MAINTAINED IN NEW OR LIKE NEW CONDITION. 5. NOTIFY PROPERTY OWNERS 72 HOURS PRIOR TO ANY NOTIFY PROPERTY OWNERS 72 HOURS PRIOR TO ANY INTERRUPTIONS TO DRIVEWAY ACCESS. (COORDINATE WITH OWNERS AND MINIMIZE ACCESS CLOSURE). 6. LOCATE ALL SIGNS SO THAT SIGHT DISTANCES WILL NOT BE LOCATE ALL SIGNS SO THAT SIGHT DISTANCES WILL NOT BE OBSTRUCTED AT DRIVEWAYS AND LOCAL ROADS. 7. ALL CHANNELIZING DEVICES, BARRICADES, AND SIGNS ALL CHANNELIZING DEVICES, BARRICADES, AND SIGNS SHALL HAVE TYPE III OR BETTER PRISMATIC RETROREFLECTIVE SHEETING. SHEETING SHALL BE APPROVED AND LISTED IN PENNDOT PUBLICATION 35 (BULLETIN 15). 8. NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE NO TRAFFIC RESTRICTIONS OR LANE CLOSURES ARE PERMITTED BETWEEN 6:00AM AND 9:00 AM BETWEEN 3:00 PM AND 7:00 PM MONDAYS THROUGH FRIDAYS OR ON LEGAL HOLIDAYS AND WEEKENDS ASSOCIATED WITH LEGAL HOLIDAYS. ALL RESTRICTIONS AND CLOSURES ARE TO BE REMOVED BY NOON ON THE DAY PRIOR TO THE LEGAL HOLIDAY. 9. PERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES PERMITTEE SHALL NOTIFY LOCAL EMERGENCY AUTHORITIES (E.G., POLICE, FIRE, MEDICAL). AFFECTED BUSINESSES, SCHOOL DISTRICT(S), THE GENERAL PUBLIC, THE DISTRICT PERMIT MANAGER AND THE DISTRICT APRAS COORDINATOR AT LEAST FOURTEEN DAYS PRIOR TO ANY SIGNIFICANT TRAFFIC IMPACTS (E.G., LATERAL WIDTH RESTRICTIONS LESS THAN 16 FEET, DETOURS). 10. MAINTENANCE AND PROTECTION OF TRAFFIC DURING MAINTENANCE AND PROTECTION OF TRAFFIC DURING CONSTRUCTION SHALL BE IN ACCORDANCE WITH APPLICABLE PATA DRAWINGS: 203 AND 204 IN THE CURRENT PENNDOT 203 AND 204 IN THE CURRENT PENNDOT IN THE CURRENT PENNDOT PUBLICATION 213, "TEMPORARY TRAFFIC CONTROL GUIDELINES". 11. DROPOFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE DROPOFFS CREATED BY CONSTRUCTION OPERATIONS SHALL BE TREATED CONSISTENT WITH PUBLICATION 408, SECTION 901.3 (J). 12. RESTRICTING TRAFFIC FLOW WITHIN THE WORK AREA SHALL RESTRICTING TRAFFIC FLOW WITHIN THE WORK AREA SHALL BE MINIMIZED TO PREVENT TRAFFIC CONGESTION AND UNSAFE TRAFFIC CONDITIONS. 13. BACKFILL COMPACTION DOCUMENTATION SHALL BE SUBMITTED BACKFILL COMPACTION DOCUMENTATION SHALL BE SUBMITTED TO THE DEPARTMENT IMMEDIATELY AFTER

AutoCAD SHX Text HIGHWAY OCCUPANCY PERMIT APPLICATION NO. 413684 UTILITY PERMIT FOR WATER MAIN INSTALLATION

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12" (MIN)

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12" (MIN)

AutoCAD SHX Text WATER MAIN SR 0501 CONSTRUCTION SEQUENCE: : 1. PLACE DAILY SHORT-TERM TRAFFIC CONTROL DEVICES PLACE DAILY SHORT-TERM TRAFFIC CONTROL DEVICES PER PUBLICATION 213 PATA FIGURES 106 AND 107 PROVIDE FLAGGERS. SAW CUT TRENCH EDGES AND EXCAVATE. 2. INSTALL NEW WATER MAINS, FITTINGS, AND VALVES INSTALL NEW WATER MAINS, FITTINGS, AND VALVES AND MAKE CONNECTIONS TO EXISTING MAINS. NO MORE THAN ONE (1) TRENCH WITHIN THE RIGHT-OF-WAY MAY BE OPEN AT ON TIME. 3. BACK FILL TRENCHES PER THE APPROVED PLAN BACK FILL TRENCHES PER THE APPROVED PLAN DETAILS. 4. INSTALL THE SPECIFIED BASE PAVING WITHIN THE INSTALL THE SPECIFIED BASE PAVING WITHIN THE TRENCHES PER THE APPROVED DETAILS. 5. MILL THE ENTIRE OVERLAY AREA AND INSTALL THE MILL THE ENTIRE OVERLAY AREA AND INSTALL THE SPECIFIED WEARING COURSE. 3. REMOVE TRAFFIC CONTROL DEVICES DAILY UPON REMOVE TRAFFIC CONTROL DEVICES DAILY UPON COMPLETION OF THE WORK.

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BEGIN WORK SR 0501 (N. COLLEGE ST.) SEG. 0190, OFFSET 1056

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RIGHT-OF-WAY 50 FEET…

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

File details come from the government source that posted it. Updated Jul 9, 2026.