2-2026-10-05 Plan Set Bidding.pdf

PDF 13 MB Posted Oct 6, 2026

Attached to: New Holland Pike Low-Pressure Force Main Replacement Project
Solicitation number: US.256229
Issued by: Lancaster County, Pennsylvania

About this file

Written by GovTribe AI · Nov 10, 2026

This file is a plan set and bidding document for the New Holland Pike Low-Pressure Force Main Replacement Project prepared by RETTEW ASSOCIATES, INC. for the Upper Leacock Township Municipal Authority in Pennsylvania. The project involves the replacement of a low-pressure force main in Upper Leacock Township, with sealed bids to be received online through PennBid until 10:00 AM on November 5, 2026. A voluntary pre-bid meeting is scheduled for October 29, 2026, at 1:00 PM at the Authority's office located at 161 Newport Road, Leola, PA 17540. The document includes comprehensive plan sheets and profiles, erosion and sediment control (ESC) details, and civil and piping details necessary for bidders to prepare their proposals. The successful bidder must substantially complete the project within 315 calendar days of receipt of the Notice to Proceed and is required to furnish performance and payment bonds in the amount of 100% of the Contract Price, along with a certified check or bid bond equal to 10% of the total bid at submission.

The plan set demonstrates compliance with Pennsylvania's Underground Utility Protection Act (Act 287 of 1974, as amended), with utility coordination responses received from multiple service providers including PPL Electric Utilities Corporation, Buckeye Partners, UGI Utilities Inc., Comcast/Cable Protection Services Inc., Frontier Communications of PA Inc., Verizon Pennsylvania, and Upper Leacock Township Municipal Authority for water and sewer services. The document specifies detailed specifications for erosion control materials, including compost sock fabrics and trench plug requirements based on slope conditions. Bids shall remain open for 60 days from the date of opening unless delayed by required governmental approvals, bond sales, or grant awards, in which case the period extends to 120 days. All bidders must bid on all items listed on the Bid Form, and the contract is subject to Pennsylvania Prevailing Wage Act conditions, Federal OSHA requirements, and various Pennsylvania compliance statutes.

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PA ONE CALL UNDERGROUND UTILITY PROTECTION ACT

ONE CALL SYSTEM SERIAL NUMBER:

PURSUANT TO THE PROVISIONS OF ACT NO. 287 OF 1974, AS AMENDED BY ACT

187 OF 1996, ACT 181 OF 2006, ACT 160 OF 2016 AND ACT 50 OF 2017 OF THE

PENNSYLVANIA STATE LEGISLATURE, RETTEW ASSOCIATES, INC. HAS

PERFORMED THE FOLLOWING IN PREPARING THESE DRAWINGS REQUIRING

EXCAVATION OR DEMOLITION WORK AT SITES WITHIN THE POLITICAL

SUBDIVISION(S) SHOWN ON THE DRAWINGS:

1. PURSUANT TO SECTION 4, CLAUSE (2) OF SAID ACT, RETTEW

ASSOCIATES, INC. REQUESTED FROM EACH FACILITY OWNER

DESIGNATED ON SUCH LIST PROVIDED BY THE ONE CALL SYSTEM

NOTIFICATION, THE INFORMATION PRESCRIBED BY SECTION 2, CLAUSE

(4) OF SAID ACT, NOT LESS THAN TEN (10) NOR MORE THAN NINETY (90)

BUSINESS DAYS BEFORE FINAL DESIGN IS TO BE COMPLETED.

2. PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, RETTEW

ASSOCIATES, INC. HAS MET THEIR OBLIGATIONS OF CLAUSE (2) BY

CALLING THE PENNSYLVANIA ONE CALL SYSTEM SERVING THE

LOCATION WHERE THE WORK IS TO BE PERFORMED, AND SHOWING

THE ASSOCIATED SERIAL NUMBER(S) ON THIS/THESE DRAWING(S).

3. PURSUANT TO SECTION 4, CLAUSE (3) OF SAID ACT, RETTEW

ASSOCIATES, INC. HAS SHOWN UPON THIS/THESE DRAWING(S) THE

POSITION AND TYPE OF EACH FACILITY, AS DERIVED PURSUANT TO THE

REQUEST MADE AS REQUIRED BY CLAUSE (2),

4. PURSUANT TO SECTION 4, CLAUSE (5) OF SAID ACT, RETTEW

ASSOCIATES, INC. HAS SHOWN UPON THIS/THESE DRAWING(S) THE

TOLL-FREE NUMBER FOR THE ONE CALL SYSTEM AND THE SERIAL

NUMBER(S) FOR THE ASSOCIATED ONE CALL SYSTEM NOTIFICATION(S),

ADDITIONALLY, RETTEW ASSOCIATES, INC. DOES NOT MAKE ANY

REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTEE THAT THE

INFORMATION RECEIVED PURSUANT TO SAID REQUEST, AND AS REFLECTED ON

THIS/THESE DRAWING(S), IS CORRECT OR ACCURATE. INFORMATION REFLECTED

ON THIS/THESE DRAWING(S) IS SHOWN AS REQUIRED BY SAID ACT NO. 160 OF

2016, AND AS PROVIDED BY THE FACILITY OWNER PURSUANT TO SECTION 2,

CLAUSE (4) OF SAID ACT.

DATE:

CALL BEFORE YOU DIG!

PENNSYLVANIA LAW REQUIRES THREE (3)

WORKING DAYS NOTICE FOR CONSTRCTION

PHASE AND TEN (10) WORKING DAYS IN

DESIGN STAGE - STOP CALL1-800-242-1776

Response Due Date: 10/02/26 Survey Review Completed by: Date:

UTILITY/COMPANY

RESPONSE RCVD

(select one) TICKET #

RETTEW ACTION

Map/No Map

CONTACT

NAME

CONTACT

PHONE

KARL Auto Response

Electric PPL Electric Utilities Corporation Pamela Seitzer pdseitzer@pplweb.com (570) 368-5394

Gas Buckeye Partners 9/18/26 20262612747 Brian Barr bbarr@buckeye.com (610) 904-4156

UGI Utilities Inc 9/18/26 20262612747 Geoffrey Ferguson gferguson@UGI.com (610) 807-3118

9/24/26 Luke MacNair macnairl@ugi.com (717) 413-1080

Communication Comcast/Cable Protection Services Inc 9/18/26 20262612747 Debbie King debbie_king@cableps.com (804) 562-3409

Frontier Communications of PA Inc Michael Navich Michael.Navich@FTR.com (570) 208-3375

Verizon Pennsylvania Office Personnel 1Call-Verizon-PADE@verizon.com

Water/Sewer Upper Leacock Township Municipal Authority/Upper Leacock Township 9/22/26 20262612747

Robert Fricke rfricke@ultwp.com (717) 656-9755 ext 532

USDI Utility Safety and Design Inc Jason Brangers jason@usdi.us (502) 819-1338

Upper Leacock TMA/Upper Leacock Twp Derek Martin Dmartrin@ultwp.com (717) 656-9755 ext 554

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ORGANIC MATTER CONTENT 25% - 100% (DRY WEIGHT BASIS)

ORGANIC PORTION FIBROUS AND ELONGATED

pH 5.5 - 8.5

MOISTURE CONTENT 30% - 60%

PARTICLE SIZE 30% - 50% PASS THROUGH 38" SIEVE

SOLUBLE SALT CONCENTRATION 5.0 dS/m (mmhos/cm) MAXIMUM

TABLE 4.1 - COMPOST SOCK FABRIC MINIMUM SPECIFICATIONS

MATERIAL

TYPE 3 MIL HDPE 5 MIL HDPE 5 MIL HDPE

MULTI-FILAMENT

POLYPROPYLENE

(MFPP)

HEAVY DUTY

MULTI-FILAMENT

POLYPROPYLENE

(HDMFPP)

MATERIAL

CHARACTERIST

ICS

PHOTO-DEGRADABL

E BIO-DEGRADABLE PHOTO-DEGRADABL

PHOTO-DEGRADABL

SOCK

DIAMETERS 12", 18" 12", 18", 24", 32" 12", 18", 24", 32" 12", 18", 24"32" 12", 18", 24" 32"

MESH OPENING 3/8" 3/8" 3/8" 3/8" 1/8"

TENSILE

STRENGTH 26 PSI 26 PSI 44 PSI 202 PSI

ULTRAVIOLET

STABILITY %

ORIGINAL

STRENGTH

(ASTM G-155)

23% AT 1000 HR. 23% AT 1000 HR. 100% AT 1000 HR. 100% AT 1000 HR.

MINIMUM

FUNCTIONAL

LONGEVITY

6 MONTHS 9 MONTHS 6 MONTHS 1 YEAR 2 YEARS

TWO-PLY SYSTEMS

INNER

CONTAINMENT

NETTING

HDPE BIAXIAL NET

CONTINUOUSLY WOUND

FUSION-WELDED JUNCTURES

3/4"x3/4" MAX. APERTURE SIZE

OUTER

FILTRATION

MESH

COMPOSITE POLYPROPYLENE FABRIC (WOVEN LAYER AND NON-WOVEN FLEECE MECHANICALLY FUSED

VIA NEEDLE PUNCH)

3/16" MAX. APERATURE SIZE

SOCK FABRICS COMPOSED OF BURLAP MAY BE USED ON PROJECTS LASTING 6 MONTHS OR LESS

NOTES:

IMPERVIOUS TRENCH PLUGS ARE REQUIRED FOR ALL STREAM, RIVER, WETLAND, OR OTHER

WATER BODY CROSSINGS.

TRENCH PLUG SPACING (L)

PA DEP EROSION CONTROL MANUAL TABLE 13.1

MAXIMUM SPACING AND MATERIALS FOR TRENCH PLUGS

TRENCH SLOPE

SPACING

(FT)

PLUG MATERIAL

< 5 1000 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS

5 - 15 500 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS

15 - 25 300 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS

25 - 35 200 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS

35 - 100 100 * CLAY, BENTONITE, OR CONCRETE FILLED SACKS

> 100 50 CEMENT BAGS (WETTED) OR MORTARED STONE

* TOPSOIL MAY NOT BE USED TO FILL SACKS

TRENCH BOTTOM

PIPE INVERTPIPE

BEDDING

PIPELINE

SLOPE

TRENCH PLUG

CL LC

STACKED CLAY,

BENTONITE OR

CONCRETE-FILLED

SACKS

STANDARD

COMPACTED

BACKFILL

24" (

MIN

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Sheets and Views

0571404139-EE-00-GENERAL-G-01-CoverSheet

0571404139-EE-00-GENERAL-G-02-NotesLegend

0571404139-EE-00-GENERAL-G-03-PlanIndex

0571404139-EE-01-PLAN-PROFs-C-01

0571404139-EE-01-PLAN-PROFs-C-02

0571404139-EE-01-PLAN-PROFs-C-03

0571404139-EE-01-PLAN-PROFs-C-04

0571404139-EE-01-PLAN-PROFs-C-05

0571404139-EE-01-PLAN-PROFs-C-06

0571404139-EE-01-PLAN-PROFs-C-07

0571404139-EE-01-PLAN-PROFs-C-08

0571404139-EE-01-PLAN-PROFs-C-09

0571404139-EE-01-PLAN-PROFs-C-10

0571404139-EE-01-PLAN-PROFs-C-11

0571404139-EE-01-PLAN-PROFs-C-12

0571404139-EE-01-PLAN-PROFs-C-13

0571404139-EE-01-PLAN-PROFs-C-14

0571404139-EE-01-PLAN-PROFs-C-15

0571404139-EE-01-PLAN-PROFs-C-16

0571404139-EE-01-PLAN-PROFs-C-17

0571404139-EE-02-ESC DETAILS-EC-01-ESC.Notes

0571404139-EE-02-ESC DETAILS-EC-02-ESC.Detl

0571404139-EE-02A-ESC PLAN-EC-03-ESC-Plan1-2-3

0571404139-EE-02A-ESC PLAN-EC-04-ESC-Plan4-5-6

0571404139-EE-02A-ESC PLAN-EC-05-ESC-Plan7-8

0571404139-EE-02A-ESC PLAN-EC-06-ESC-Plan9-10

0571404139-EE-02-ESC DETAILS-D-01-CivilDetl-1

0571404139-EE-02-ESC DETAILS-D-02-PipingDetl-1

0571404139-EE-02-ESC DETAILS-D-03-PipingDetl-2

0571404139-EE-02-ESC DETAILS-D-04-PipingDetl-3

File details come from the government source that posted it. Updated Nov 10, 2026.