1-WWTP PavingPlan.pdf

PDF 2 MB Posted May 26, 2026

Attached to: Water Treatment Plant Paving Project - Myerstown Water Authority
Solicitation number: Not on record
Issued by: Lebanon County, Mount Wolf Borough, Pennsylvania

About this file

Written by GovTribe AI · Jun 9, 2026

This is a paving restoration plan document prepared by Hanover Engineering Associates, Inc. for the Myerstown Water Authority located in Jackson Township, Lebanon County, Pennsylvania. The project involves pavement restoration work at the Water Treatment Plant facility located at 601 Stracks Dam Road, Myerstown, PA 17067, encompassing parking lot and trench paving along Stracks Dam Road (SR 1008) and Violet Lane. The scope of work includes removal of existing stone surfaces, recompaction of subbases, installation of bituminous concrete paving, seal coating, and installation of bituminous curbing. Sealed proposals for this project will be received online via the PennBid Program until 11:00 a.m. prevailing time on June 22, 2026, with public opening and reading of proposals at the Authority Engineer's Office in Ephrata, PA. A pre-bid conference is scheduled for 9:00 a.m. on June 10, 2026, at the Myerstown Water Authority's office, with final questions due by 12:00 p.m. on June 12, 2026, and any final addendum to be issued by 3:00 p.m. on June 15, 2026.

The project requires contractors to provide all equipment, materials, labor, supervision, and testing services as detailed in the contract documents. Each proposal must be accompanied by a bid bond or acceptable security equal to 10% of the total base bid, with bids remaining effective for 60 calendar days from the opening date. Bidders must submit bids on all items listed on the bid form. This project is subject to the Pennsylvania Prevailing Wage Act, Federal OSHA requirements, Pennsylvania Act 287 of 1974 (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.

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2-WWTP PavingProjectManual.pdf	PDF	May 26, 2026

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STRACKS DAM

ROAD (SR 1008)

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OWNER INFORMATION AND SITE ADDRESS:

STRACKS DAM

ROAD (SR 1008)

VIOLET LANE

PAVEMENT RESTORATION

(PARKING LOT AND TRENCHES)

NOT TO SCALE

GENERAL NOTES:

AutoCAD SHX Text 530.64

AutoCAD SHX Text 530.91

AutoCAD SHX Text S

AutoCAD SHX Text 531.15

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WELL HOUSE

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BENCHMARK ELEV 521.95 SQ CUT AT EXTERIOR DOOR SILL

AutoCAD SHX Text 532.00

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AutoCAD SHX Text 531.90

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AutoCAD SHX Text 530.84

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MATCH EXISTING

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MATCH EXISTING

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MATCH EXISTING

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MATCH EXISTING

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MATCH EXISTING

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MATCH EXISTING

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MATCH EXISTING

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MATCH EXISTING

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MATCH EXISTING

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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FFF

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MWA22-16(PAVE)

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STORMWATER DRAINAGE IMPROVEMENTS

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PLAN TITLE:

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PROJECT TITLE:

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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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WATER TREATMENT PLANT

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WATER TREATMENT PLANT AND OFFICE BUILDING

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CONC

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CONC

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8" DIP

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8" DIP

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8" DIP

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8" DIP

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8" DIP

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8" DIP

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8" DIP

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CONC

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MAC

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MAC

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MAC

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MAC

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MAC

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STONE

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STONE

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4" DICL

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12" DICL

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1" WATER

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PAVING

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STONE

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8" PVC

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6" DIP

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IRON PIN (FND)

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CONC

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12" DICL

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LEGAL R/W LINE

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EDGE OF PAVEMENT

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6" PVC

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SPEED LIMIT 40 MPH

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AutoCAD SHX Text 1"=20'

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MAC

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MAC

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6" DIP

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4" DIP

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8" DIP

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6" DIP

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OWNER:

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SITE:

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LEGAL R/W LINE

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EDGE OF PAVEMENT

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PAVING RESTORATION PLAN

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07 MAY 2026

AutoCAD SHX Text MYERSTOWN WATER AUTHORITY 601 STRACKS DAM ROAD MYERSTOWN, PA 17067 PHONE: 717.866.9301

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I-5 TG: 530.26 INV. 526.43

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I-3 TG: 531.30 INV. IN: 526.02 (I-5) INV. IN: 522.87 (I-4) INV. OUT: 522.50

AutoCAD SHX Text I-4 TG: 531.73 INV. IN: 523.43 (8" NORTH) INV. IN: 523.47 (8" SOUTH) INV. OUT: 523.35

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I-2 TG: 529.33 INV. IN: 521.95 (I-3) INV. IN: 527.06 (8" DI) INV. OUT: 521.93

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4" CAP

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FFE 532.56

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FFE 531.17

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AutoCAD SHX Text WASTE MANHOLE W-1 TOP 532.33 INV ±527.28 (4" DIP IN)INV ±523.08 (4" DIP IN)INV ±522.98 (6" DIP OUT)

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ELECTRIC PANEL

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SWING GATE

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FFE 531.15

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6' DIA WASTE HOLDING TANK 2

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SANITARY SEWER MANHOLE S-1 TOP 529.88 INV ±524.08 (IN)INV ±522.55 (OUT)

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DRAIN MANHOLE B-1 INV. 519.7

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DRAIN MANHOLE B-2 TOP 529.52 INV. 519.15

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ELECTRIC TRANSFORMER

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UP MET-ED 39208-38788 W/TELEPHONE AND CABLE

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WASTE MANHOLE W-2

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6' DIA WASTE HOLDING TANK 1 TOP 531.54 INV ±521.99 (6" DIP)INV ±517.99 (BOTTOM)

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LEGAL R/W LINE

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EDGE OF PAVEMENT

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LOADING DOCK

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SPEED LIMIT 40 MPH

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LEGAL R/W LINE

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EDGE OF PAVEMENT

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SLIDE GATE

AutoCAD SHX Text APPROXIMATE LIMITS OF PAVEMENT TO BE REMOVED ALONG PAVEMENT SEAM SEPARATION AND REPAVED. EXISTING SUBBASE IS TO REMAIN IN PLACE AND BE RECOMPACTED

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SAWCUT (SEAL PAVING JOINT WITH AC-20)

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TRENCH WIDTH

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1-1/2" ID-2 WEARING COURSE

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6" BCBC

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2A STONE (6" COMPACTED DEPTH)

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END BITUMINOUS CURB

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4" HIGH BITUMINOUS CURB (BY OTHERS)

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END BITUMINOUS CURB

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1. THE TOPOGRAPHY AND EXISTING PHYSICAL FEATURES SHOWN ARE BASED ON A THE TOPOGRAPHY AND EXISTING PHYSICAL FEATURES SHOWN ARE BASED ON A FIELD SURVEY PERFORMED BY HANOVER ENGINEERING ASSOCIATES ON MAY 26, 2022, PLANS DATED APRIL 1995, LAST REVISED ON APRIL 1997, PREPARED BY GREAT VALLEY CONSULTANTS, AND PENNSYLVANIA SPATIAL DATA ACCESS (PASDA) DATA. . 2. HORIZONTAL DATUM IS PENNSYLVANIA NAD83, SOUTH ZONE. VERTICAL DATUM HORIZONTAL DATUM IS PENNSYLVANIA NAD83, SOUTH ZONE. VERTICAL DATUM IS NAVD 88. 3. UNDERGROUND UTILITIES HAVE BEEN SHOWN ACCORDING TO INFORMATION UNDERGROUND UTILITIES HAVE BEEN SHOWN ACCORDING TO INFORMATION PROVIDED BY OTHERS AND MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION, EXCAVATION, OR BLASTING. THE LOCATIONS SHOWN ARE APPROXIMATE. HANOVER ENGINEERING DOES NOT MAKE ANY REPRESENTATION, WARRANTY, ASSURANCE OR GUARANTEE THAT UTILITY LOCATION INFORMATION PROVIDED BY OTHERS AND REFLECTED ON THESE DRAWINGS IS CORRECT AND ACCURATE. HANOVER ENGINEERING CLAIMS NO RESPONSIBILITY FOR ANY DAMAGE INCURRED AS A RESULT OF UNDERGROUND UTILITIES OMITTED OR INACCURATELY SHOWN.

AutoCAD SHX Text NOTE: ALL AREAS NOTED TO BE PAVED HAVE BEEN ROUGH GRADED TO APPROXIMATE FINISHED GRADE AND DRAINAGE PATTERNS. THE CONTRACTOR SHALL REMOVE THE EXISTING STONE SURFACE TO THE PROPOSED SUBBASE ELEVATION, RE-PROFILE THE SUBBASE AND CONFIRM DRAINAGE PATTERNS, COMPACT, AND INSTALL PAVING.

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APPROXIMATE LIMITS OF ELECTRICAL TRENCH TO BE PAVED

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SEAL COAT

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SEAL COAT

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SEAL COAT

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AREA TO BE PAVED

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AREA TO BE SEAL COATED

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AREA OF PAVEMENT RESTORATION

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