2-Addendum No1.20250826.pdf

PDF 4 MB Posted Aug 12, 2025

Attached to: East Union Township - 2025 PIB Paving Project (0325-609017. 40)
Solicitation number: Not on record
Issued by: Schuylkill County, Pennsylvania

About this file

Written by GovTribe AI · Aug 28, 2025

This is an Addendum and Proposal & Contract document for the East Union Township 2025 PIB (Pavement Improvement and Base) Paving Project in Schuylkill County, Pennsylvania, prepared by Alfred Benesch & Company. The project involves paving and road improvement work on multiple roads including Old Mill Road, 2nd Boulevard, Pumping Station Road, Foose Lane, Dombrowski Lane, Old Mill Road North, Cranberry Alley, and Girard Manor Road. The base bid and alternate bids include leveling, overlay, shoulder paving, storm pipe installation, drainage improvements, and associated roadway work. The bid is scheduled to be received on Tuesday, September 2, 2025, at 12:00 noon, with work to be completed by October 31, 2025. Liquidated damages of $500 per calendar day will be assessed for late completion.

The project includes various road improvement specifications using Superpave Asphalt Mixture Designs with different depths and types of base and wearing courses. The total project involves approximately 2,250 to 3,282 linear feet of roadway work per location, with specific requirements for crown leveling, shoulder paving, and storm drainage improvements. Bidders must be prequalified by PennDOT as a prime paving contractor or obtain prior approval from the Township. A 10% bid bond is required, and the successful contractor must provide performance and payment bonds. The project includes provisions for construction surveying, traffic control, material certifications, and compliance with prevailing wage requirements and employment verification regulations.

View the file

Other files

File	Type	Posted
1-Project Manual EUT PIB Paving Project 20250814.pdf	PDF	Aug 12, 2025
3-Addendum No2.20250828.pdf	PDF	Aug 12, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

400 One Norwegian Plaza Pottsville, PA 17901 www.benesch.com

P 570-622-4055

Y:\Pennsylvania\03XX-60S\0325-609017.40_EUT_2025_PIB_Pave\Office_Docs\Specifications\Addendum\Addendum No1.20250826.docx

ADDENDUM NO. 1

To: All Perspective Bidders

Date: August 28, 2025

From: Dominic J. Yannuzzi, P.E. Benesch

Subject: East Union Township – 2025 PIB Paving Project Addendum No. 1 – Project No. 0325-609017.40

Bid Receipt: Tuesday, September 2, 2025, until 12:00 noon

This Addendum forms a part of the Contract Documents and modifies the Bidding Documents dated August 2025.

Please Note: The following forms have been revised and are included in this Addendum. You must redownload the Bid Table to complete your bid submission.

1. Proposal and Contract

2. Attachment 1 – Base Bids & Alternates

3. Attachment 1A

4. Revised Exhibits

This Addendum is issued to all registered plan holders pursuant to the Instructions to Bidders and Conditions of the Contract. This Addendum serves to clarify, revise, and supersede information in the Project Manual, Drawings, and previously issued Addenda. Portions of the Addendum affecting the Contract Documents will be incorporated into the Contract by enumeration of the Addendum in the Owner/Contractor Agreement.

The Bidder shall acknowledge receipt of this Addendum in the appropriate space on PennBID.

End of Addendum No. 1

-1-

MS-944 03-07

DISTRICT 5-0

PROPOSAL & CONTRACT (THIS PROPOSAL INCLUDES

(WHEN EXECUTED) INSTRUCTIONS TO BIDDERS)

A. DEPOSIT OF PROPOSALS.

All Bid proposals shall be clearly marked Township of East Union 570-384-0739 “2025 PIB Paving Project Municipality Name and Type Telephone No.

Proposal Due By September 2, 2025.”

Date Jessica Tirpak Township Secretary

Sealed Proposals will be received on or before 12:00 p.m., Tuesday, September 2, 2025. 10 Elm Street Time and Date Address

Bids will be opened and read at approximately Sheppton, PA 18248

5:30 p.m., on Tuesday, September 2, 2025. Proposals must be uploaded to PennBid at Time and Date http://PennBid.Bonfirehub.com

1. The contractor proposes to furnish and deliver all materials (including Form CS-4171, Certificate of Compliance and/or TR-465 Daily Bituminous Mixture Certification) and to do and perform all work on the following project as more specifically set forth in the Schedule of Prices (Attachment), in accordance with drawings and specifications on file at http://PennBid.Bonfirehub.com. This form (MS-944) will serve as the proposal and contract form for the awarded contractor.

2. Requirements for bidders include the supplements and special requirements contained herein and/or attached hereto and current PennDOT specifications (Publication 408). Bidders need to be prequalified by the PennDOT as a prime paving contractor or prior approval by the Township.

3. If designated as the successful bidder, the contractor will begin work on the date specified in the notice to proceed.

Or as otherwise provided in the special requirements and will complete all work on or before October 31, 2025. If all work is not completed on time, liquidated damages will be assessed at the rate of $500 per additional calendar day.

4. Accompanying this proposal is a certified check or bid Bond in the amount of 10% made payable to the municipality as a proposal guarantee which, it is understood, will be forfeited in case the contractor fails to comply with the requirement of the proposal.

B. PROPOSAL OF: _____________________________________________________________________________ Name of Contractor

Address

CONTRACTOR’S CERTIFICATION

It is hereby certified as follows:

1. The only person(s) interested in this proposal as principal(s) is (are): ________________________________

2. None of the above persons are employees of the municipality.

3. This proposal is made without collusion with any other person, firm, or corporation.

4. All plans and specifications referred to above and the site of the work have been examined by the contractor.

The contractor understands that the quantities indicated herein are approximate and are subject to change as may be required; and that all work is payable on the basis of the unit prices listed on the Schedule of Prices (Attachment 1).

http://pennbid.bonfirehub.com/ http://pennbid.bonfirehub.com/

-2-

5. The contractor will comply with all requirements of the laws and implementing regulations of the Commonwealth of Pennsylvania and the United States relating to human relations, equal opportunity and non-discrimination in employment, and will pay to workmen employed in the performance of the contract the wages to which they may be entitled.

6. The contractor will provide the municipality with a performance bond, conditioned upon the faithful performance of the contractor in accordance with the plans, specifications and conditions thereof, and a payment bond conditioned on the prompt payment of all material furnished and labor supplied or performed in the prosecution of the work, in accordance with the Public Work’s Contractors’ Bond Law of 1967; and an affidavit accepting the provisions of the Workmen’s Compensation Act of 1915, as amended.

7. “The parties agree that the relationship between the Contractor and the Municipality is one of independent contractor and not the employer/employee and that the individual employees of the Contractor who will be performing the work pursuant to this contract are not employees of the Municipality. Contractor hereby certifies, represents and warrants to the Municipality that all persons performing any aspect of the work pursuant to this Contract who are required to have commercial driver’s license are subject to a program for drug and alcohol testing in accordance with the Omnibus Transportation Employee Testing Act of 1991 and the federal regulations adopted pursuant thereto.”

Contractor

WITNESSED OR ATTESTED BY:

BY:______________________________________

Title (Seal)

Title

SEAL

TO BE EXECUTED ONLY IN THE EVENT THE ABOVE PROPOSAL IS ACCEPTED

ACCEPTED ON:_______________________________________

Date

Municipality

ATTESTED BY:

________________________________________ BY:_______________________________________ Title Title

SEAL

County: Schuylkill Municipality: East Union Township Project No.: 0325-609017.40

-4-

Attachment 1-A

SPECIFICATIONS AND SPECIAL PROVISIONS TO CONTRACT MS-944

CONTAINS IMPORTANT INFORMATION FOR THE CONTRACTOR

The Prime Contractor and Subcontractors must comply with all of the following provisions:

TRAFFIC CONTROL

- Traffic Control and Safety Devices to be provided by the Contractor. (Maintenance and Protection of Traffic to comply with current MUTCD, PennDOT Publication 212 and PennDOT Publication 213.)

- At least one lane must be open for local traffic. However, the Contractor may temporarily close roads where practical and must provide all road closed and detour signs as per Pub. 213. Road closures must be pre-approved by the Township Roadmaster or his Representative.

- Incidental to Mobilization item noted below.

GENERAL

- For further information regarding the project, please submit questions through PennBid by August 28, 2025 until

2:00 PM.

- A pre-construction meeting will not be mandatory. The Contractor will schedule this meeting with the Municipality at least 3 calendar day prior to the start of the project, if necessary.

- Full width paving is desired unless otherwise agreed to by the Township or its Representative.

- One lane must remain open to traffic at all times. The contractor must follow PATA Figure 106 or 107 in PUB 213 for flaggers.

- Delivery tickets for all materials is required.

- CS-4171 Certificate of Compliance is required for all materials.

- The Bidder must supply certified truck weight slips for bituminous material and aggregate used on the job.

- No payments will be made until the bidder has supplied all required designs, delivery slips and certifications.

- The Contractor shall notify the Municipality 5 calendar days prior to the start of the project.

- Work schedule must be coordinated with the Municipality and must be completed by October 31, 2025.

- After October 31, 2025, liquidated damages apply at the rate of $500.00 per calendar day.

- Paving is not allowed after October 31, 2025.

- Roadway to be power broomed by the Contractor prior to start of project.

- Excess construction materials are to be removed by the Contractor.

- Municipality will inspect the project.

- Need Bill of Lading for each shipment of bituminous material per Section 702.1(c) of PENNDOT Specifications Form 408.

- Completion of NON-COLLUSION AFFIDAVIT required.

- Incidental preparation, clean-up, lawn grading, topsoil and seeding required. (Project Construction Materials)

- Contractor is responsible for defects that occur within one year of applications.

- Final Completion Certificate, JMS-NCP Notice of Completion” is required at the completion of the project.

- Future award of Contracts will be based on quality of work as determined by the Municipality.

- Bidders need to be PENNDOT prequalified as a Prime paving contractor.

- Contractor to supply proof of CDL Drug and Alcohol Compliance upon award of the bid.

- The successful bidder must provide a 100% Performance Bond and a 100% Payment Bond within 15 days of the award of the contract.

- The Municipality intends to award the contract to one bidder; bidders need to bid on all items.

- The Municipality reserves the right to accept or reject any and or all proposals or portions thereof, and to delete projects and/or portions of the project depending on budgetary constraints.

- A Fuel surcharge will not apply to this contract.

- Limits of Work, including pavement repairs, paving, drainage, inlets, site restoration will be painted in the field prior to construction.

- See PennDOT Publication 72M Drawings Nos. RC-30M, RC-33M, RC-45M, RC-46M for construction details.

- See PennDOT Publication 111 Drawing TC-8600 Sheet 8 for Shared Lane Markings.

- See PennDOT Publication 236 for details on 30”x30” W16-101 to be placed in tandem with Shared Lane Markings.

-5-

PENNSYLVANIA PREVAILING WAGES

PA Prevailing Wages are required.

INSURANCE REQUIREMENTS

The awarded contractor shall purchase and maintain, at its expense, during the term of this contract and any renewals or extensions thereof, insurance issued by companies acceptable to the Municipality. See the INSURANCE REQUIREMENTS attachment.

PUBLIC WORK EMPLOYMENT VERIFICATION ACT

General. In accordance with Act 127 of 2012, known as the Public Works Employment Verification Act (“the Act”), effective January 1, 2013, 43 P.S. §§167.1-167.11, the Contractor shall use the Federal Government’s E-Verify system to ensure that all employees performing work on the project, including subcontractor’s employees, are authorized to work in the United States.

Verification Form. The Contractor shall verify the employment eligibility of each new employee hired after January 1, 2013 and submit the Commonwealth Public Works Employment Verification Form (“Form”) included in the bid package attachments to the Municipality.

Contractor. Mail the Form, signed by an authorized representative of the Contractor to the Municipality along with the Performance and Payment Bonds as specified by the contract documents. Failure or refusal to provide the Form will be considered a refusal to comply with bidding requirements, will result in rejection of the bid, and may subject the Contractor to the enforcement activities, sanctions and civil penalties specified in the Act.

Subcontractor. The Prime Contractor will obtain a Form signed by an authorized representative of any subcontractor performing work on the project, possessing sufficient knowledge to make the representations and certifications on the Form. The Prime Contractor shall submit the Form to the Municipality prior to requesting subcontractor approval and before the subcontractor performs any work. Failure or refusal to provide the Form will be considered a refusal to comply with subcontractor approval requirements, will result in rejection of the subcontractor request, and may subject the subcontractor to the enforcement activities, sanctions and civil penalties specified in the Act.

The Prime Contractor shall include information about the requirements of the Act in all subcontracts.

Department of General Services. The Department of General Services is the Commonwealth agency responsible for enforcement and administration of the Act. Please direct questions about the Act to:

Department of General Services Public Works Employment Verification Compliance Office Room 105 Tent Building 18th and Herr Streets Harrisburg, PA 17125 Fax: 717-214-3669

-6-

BITUMINOUS PAVING (GENERAL)

The scope of the work is to construct Asphalt Base Course/wearing course, including base repair, leveling, tack coating, sealing of joints, backup material, milling and associated work as indicated on Attachment 1. These items are incidental to placement of paving unless otherwise noted.

- The Contractor is to remove excess material.

- Complete all testing in accordance with PENNDOT Specifications Pub 408 Section 413, Latest Edition.

- The Contractor will tack coat the vertical edge of the paving joint as per PENNDOT Pub. 408, Section 460.

- The Contractor will provide a bill of lading and a signed CS-4171 for each type of material.

- All joints must have a clean edge. Asphalt may not be spread, placed, cast, shoveled on rolled asphalt material unless a edge is milled per satisfaction of the engineer.

- Saw cut or Milled Paving Notch (RC-28M) is required and is incidental to paving.

- Tack Coat is required per Section 460 of PennDOT Specifications Pub 408 and is incidental to paving.

- The Contractor will saw cut the paving notch and excavate out the subbase material needed to provide a proper overlay transition as per PENNDOT Pub. 72M, Standards for Roadway Construction, RC-28M.

- Milling of driveway notches are to be done as directed and in a fashion that maintains the shoulder slope and provides a smooth transition from the driveways to the shoulder.

- Contractor is responsible to maintain positive drainage with the final paved product.

- The Contractor will supply the ENGINEER with Bituminous Mix Design which meets PennDOT Specifications Form

408 prior to receiving the Notice to Proceed.

- Bituminous Delivery tickets must contain the Job Mix Number (CAMMS No.) from the appropriate bituminous design.

- Bituminous Material Certifications must contain the Job Mix Number (CAMMS No.) from the appropriate bituminous design.

- The Contractor will place the specified type and depth of material (all depths are compacted in place) indicated in the

Schedule of Prices. This material will conform to PENNDOT Pub. 408, Section 413, Latest Edition except Marshall Testing that is not required. The Contractor will provide delivery tickets and a daily bituminous material certification on a TR-465 or an approved CS-4171 form for each day's placement of bituminous material.

- The Contractor will seal joints using materials specified in PENNDOT Pub. 408, Section 413, Latest Edition.

- Backup material (topsoil in lawn areas and subbase material in other areas) is incidental to wearing course.

- Milled Material may be used for shoulder back-up where applicable.

- Construct normal crown pavement where practical, otherwise retain existing pavement cross slope if approved by

Engineer.

ITEM NO. 4203-9999 CLASS 1 EXCAVATION – SWALE – INCLUDES EXCAVATION, DISPOSAL, AND RIP

RAP

In accordance with Section 0203 of PennDOT Publication 408 in its latest revision and as follows:

Provide all material, labor, and equipment for class 1 excavation, disposal of material, and placement of Rip Rap. All related rock excavation and disposal is incidental to this item.

Payment: LF (Linear Feet)

4223-9999 ELEVATED REINFORCED MAT GRASS SWALE

In accordance with Section 0223 of PennDOT Publication 408 in its latest revision and as follows:

Provide all material, labor, and equipment for finishing tops, reinforcing matting and seeding, and soil supplements.

Payment: SF (Square Feet)

-7-

ITEM NO. 0313-0322 SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 30

MILLION ESALS, 25.0 MM MIX, 3” DEPTH CROWN LEVELING – BASE

In accordance with Section 0313 of PennDOT Publication 408 in its latest revision and as follows:

Provide approximately 3” depth base course to establish base layer with crown as directed by Engineer, includes any related excavation and disposal of fill material. Prior to application of the materials the road surface (Full Width) must be fine graded with a grader to take out imperfections and adjust crown/cross-slope, incidental to this pay item.

Includes incidental items listed above (such as but not limited to tack coat, paving notch, sealing, etc.)

Payment: SY (Square Yards

ITEM NO. 4313-0322 SUPERPAVE ASPHALT MIXTURE DESIGN, BASE COURSE, PG 64S-22, < 30 MILLION ESALS, 25.0 MM MIX, 4” DEPTH AND 1.5” LEVELING PG 64S-22, <0.3 MILLION ESALS, 9.5 MM

MIX, SRL-L – PAVE SHOULDER

In accordance with Section 0413 of PennDOT Publication 408 in its latest revision and as follows:

Provide approximately 4” depth base course and 1.5” depth leveling course to establish shoulder as directed by Engineer, includes excavation and disposal of fill material.

Includes incidental items listed above (such as but not limited to tack coat, paving notch, sealing, etc.)

Payment: SY (Square Yards)

ITEM NO. 4413-2056 SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG

64S-22, < 0.3 MILLION ESALS, 9.5 MM MIX, 1” DEPTH, SRL-L

Provide approximately 1” depth leveling course to establish crown or superelevation as directed by Engineer.

Includes incidental items listed above (such as but not limited to tack coat, paving notch, sealing, etc.)

ITEM NO. 4413-0195 SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE, PG 64S-22, < 0.3

MILLION ESALS, 9.5 MM MIX, 1.5” DEPTH, SRL-L

Provide approximately 1.5” depth leveling course to establish crown or superelevation as directed by Engineer.

Includes incidental items listed above (such as but not limited to tack coat, paving notch, sealing, etc.)

-8-

ITEM NO. 4413-2058 SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG

64S-22, < 0.3 MILLION ESALS, 9.5 MM MIX, 3” DEPTH, SRL-L

Provide approximately 3” depth leveling course to establish crown or superelevation as directed by Engineer.

Includes incidental items listed above (such as but not limited to tack coat, paving notch, sealing, etc.)

ITEM NO. 4413-2059 SUPERPAVE ASPHALT MIXTURE DESIGN, WEARING COURSE (LEVELING), PG

64S-22, < 0.3 MILLION ESALS, 9.5 MM MIX, 2” DEPTH, SRL-L

Provide approximately 2” depth leveling course to establish crown or superelevation as directed by Engineer.

Includes incidental items listed above (such as but not limited to tack coat, paving notch, sealing, etc.)

ITEM NO. 4413-2060 DRIVEWAY ADJUSTMENT, 1.5” WEARING

In accordance with Section 0413 of PennDOT Publication 408 in its latest revision and as follows:

Provide all material, labor, equipment, excavation, disposal of fill, grading, 4” base, 1.5” top.

Includes incidental items listed above (such as but not limited to tack coat, paving notch, sealing, etc.)

ITEM NO. 4432-9999 FB MODIFIED PAVING & DOUBLE CHIP SEAL

In accordance with Section 0432 of PennDOT Publication 408 and PennDOT Publication 447 in its latest revision and as follows:

Provide all material, labor, and equipment for FB Modified Pavement and double chip seal per PennDOT 408. Prior to application of the materials the road surface (Full Width) must be fine graded with a grader to take out imperfections and adjust crown/cross-slope, incidental to this pay item.

Contractor to provide submittal for approval by engineer prior to order materials.

Payment: SY (Square Yard)

ITEM NO. 4491-0019 MILLING OF ASPHALT PAVEMENT SURFACE, DEPTH 3”, MILLED MATERIAL

RETAINED BY TOWNSHIP

Mill pavement required to remove bumps in pavement and establish grades for positive drainage.

-9-

ITEM NO. 4601-0313 – 15” SLCPP STORM PIPE (IN PAVEMENT)

ITEM NO. 4601-0319 – 18” SLCPP STORM PIPE (IN PAVEMENT)

In accordance with Section 0601 of PennDOT Publication 408 in its latest revision and as follows:

Pipe installation includes excavation, backfill, bedding, pavement restoration and all related items, with Item No. 0350- 0106 6” Subbase (No. 2A) and Item No. 0313-0322 4” Asphalt Base Course. Complete base repair in accordance with details in Contract Drawings. All related rock excavation and disposal is incidental to this item.

Payment: LF (Linear Feet)

ITEM NO. 4608-0001 – MOBILIZATION/DEMOBILIZATION/MAINTENANCE & PROTECTION OF

TRAFFIC

In accordance with Section 0608 of PennDOT Publication 408 in its latest revision and as follows:

See Traffic Control specification above.

ITEM NO. 4686-0030 – CONSTRUCTION SURVEYING, TYPE B MODIFIED

In accordance with Section 0686 of PennDOT Publication 408 in its latest revision and as follows:

Obtain all existing grades for locations of inlets, piping, and roadside swales. Contractor to develop proposed elevations to attain positive drainage to inlets through pipes to outlet locations. Also, all survey as related to establishing grades for paving.

Prior to ordering inlets and pipes, Contractor must review the drainage and paving layout with Engineer for concurrence.

* NOTE: The length of the work and quantity of material needed on these roadways may be reduced or increased depending on cost and budgetary constraints.

My signature signifies that I have read and understand the above conditions and special provisions to this contract, and by being authorized by this company to act as their authorized representative, and on their behalf hereby agree to adhere to any and all of the provisions pertaining to this contract.

Contractor’s Representative Date Municipality’s Representative Date

Company Municipality

County:

TON

EACH

SUBTOTAL

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Township of East Union Project Number: 0325-609017.40

LOCATION OF WORK :

White Waterborne Pavement Legend, Shared Lane Marking 60962-1069

Superpave Asphalt Mixture Design, Wearing Course (Leveling, Approx. 3" Depth), PG 64S-22, < 0.3 Million ESALs, 9.5 mm Mix, SRL-L

Unit 5 Price

Total

Item 1 No.

Approximate 2 Quantities

4608-0001 1

4686-0030 1 Construction Surveying, Type B Modified

P O

O N

T O

B E

C O

H E

M U

LOCATIONS (BASE BID): Old Mill Road (From Green Mountain Road to Bridge over creek for 2250 LF)

Superpave Asphalt Mixture Design, Base Course, PG 64S-22, < 0.3 Million ESALs, 25.0 mm Mix, 4" Depth and 1.5" Leveling PG 64S-22, < 30 Million ESALs, 9.5 mm Mix, SRL-L - Pave Shoulder

DESCRIPTION OF WORK:

The contractor shall restore existing pavement as marked in the field. Work required is tabulated on bid sheet for the roadways. The excavation and installation of concrete units. The excavation and installation of SLCPP stormwater piping and related fittings, connections and collars. Incidental items: sweeping of roadway, tack coating, paving notches, drives, approaches, curb reveals, sealing of joints, as necessary. Contractor to properly dispose of excavated material. Milled material can be used as shoulder back-up where needed, extra material to be delivered to Township and remains Township property.

ESCALATOR CLAUSE:( if adopted by Municipality.)

Mobilization/Demobilization/Maintenance & Protection of Traffic

4203-9999 2,250

Unit

*Description

Class 1 Excavation - Swale - Includes excavation, disposal, and rip rap

Superpave Asphalt Mixture Design, Wearing Course (Approx. 1.5" Depth), PG 64S-22, < 0.3 Million ESALs, 9.5 mm Mix, SRL-L

0350-0120 Subbase 3" Depth (NO. 2A) - Shoulder Backup

0937-0338 12 Flexible Delineator Post, Ground-Mount Type GM-2, Red Post with Red/White Sheeting

4313-0322 30

4413-0195 4,500

0851-0004 25

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

0616-1252

4413-2058

4413-2059

13.5 Post Mounted Signs, Type B (W16-101)

RIPRAP - R5

5 Thermoplastic End Sections for 18" Pipe

Superpave Asphalt Mixture Design, Wearing Course (Leveling, Approx. 2" Depth), PG 64S-22, < 0.3 Million ESALs, 9.5 mm Mix, SRL-L

4601-0313 240 18" SLCPP Storm Pipe (In Pavement)

4,500

- 3A -

0605-2664 5 Type E-S Endwall for 18" Pipe

0931-0001

EACH

SUBTOTAL

4686-0030 1 Construction Surveying, Type B Modified

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Township of East Union Project Number: 0325-609017.40

LOCATION OF WORK :

Unit 5 Price

Total

P O

O N

T O

B E

C O

H E

M U

LOCATIONS (BASE BID): 2nd Boulevard from Chestnut St. to E. Spruce St. for 820 LF, includes all of Chestnut St., E. Park Ave and E. Spruce Street. (Chestnut St. will be paid from General Fund)

DESCRIPTION OF WORK:

ESCALATOR CLAUSE:( if adopted by Municipality.)

Item 1 No.

Approximate 2 Quantities

Unit

*Description

4608-0001 1

0350-0120 50 Subbase (No. 2A) - Shoulder Backup

Mobilization/Demobilization/Maintenance & Protection of Traffic

0601-0312 40 15" SLCPP Storm Pipe (In Pavement)

4413-2056 4,400 Superpave Asphalt Mixture Design, Wearing Course (Leveling, Approx. 1" Depth), PG 64S-22, < 0.3 Million ESALs, 9.5 mm Mix, SRL-L

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

- 3A -

0962-1069 14 White Waterborne Pavement Legend, Shared Lane Marking

0931-0001 31.5 Post Mounted Signs, Type B (W16-101)

4413-0195 4,400 Superpave Asphalt Mixture Design, Wearing Course (Approx. 1.5" Depth), PG 64S-22, < 0.3 Million ESALs, 9.5 mm Mix, SRL-L

0605-2850 2 Standard Inlet Box, Height </= 10'

EACH

SUBTOTAL

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Township of East Union Project Number: 0325-609017.40

LOCATION OF WORK :

P O

O N

T O

B E

C O

H E

M U

LOCATIONS (BASE BID): 2nd Boulevard (Pole Rd. to Chestnut St. for 922 LF)

DESCRIPTION OF WORK:

ESCALATOR CLAUSE:( if adopted by Municipality.)

Item 1 No.

Approximate 2 Quantities

Unit

*Description

Unit 5 Price

Total

4608-0001 1 Mobilization/Demobilization/Maintenance & Protection of Traffic

4686-0030 1 Construction Surveying, Type B Modified

4223-9999 800 Elevated Reinforced Mat Grass Swale

4313-0322 250 Superpave Asphalt Mixture Design, 4" Base Course, PG 64S-22, < 30 Million ESALs, 25.0 mm Mix, 4" Depth - Pave Shoulder

4413-0195 1,750 Superpave Asphalt Mixture Design, Wearing Course (Approx. 1.5" Depth), PG 64S-22, < 0.3 Million ESALs, 9.5 mm Mix, SRL-L

0601-0313 850 18" SLCPP Storm Pipe (In Pavement)

0601-9999 1 18"x8" Y Connection

0605-2850 9 Standard Inlet Box, Height </= 10'

0605-9999 1 Non-Standard Inlet Box, 44"x31" - Type M Top

4413-2060 70 Driveway Adjustment, 1.5" Wearing and 4" Base

4413-2056 1,750 Superpave Asphalt Mixture Design, Wearing Course (Leveling, Approx. 1" Depth), PG 64S-22, < 0.3

15" SLCPP Storm Pipe (In Pavement)1500601-0312

4491-0019 110 Milling of Asphalt Pavement Surface, Depth 3", Milled Material Retained by Township

4 White Waterborne Pavement Legend, Shared Lane Marking

0931-0001 9 Post Mounted Signs, Type B (W16-101)

- 3A -

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

0962-1069

SUBTOTAL

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Township of East Union Project Number: 0325-609017.40

LOCATION OF WORK :

P O

O N

T O

B E

C O

H E

M U

LOCATIONS (BASE BID): Pumping Station Road (From Main Blvd. - SR 924- to Pole Road for 2405 LF)

DESCRIPTION OF WORK:

The contractor shall restore existing pavement as marked in the field. Work required is tabulated on bid sheet for the roadways. Incidental items: sweeping of roadway, tack coating, paving notches, drives, approaches, curb reveals, sealing of joints, as necessary. Contractor to properly dispose of excavated material. Milled material can be used as shoulder back-up where needed, extra material to be delivered to Township and remains Township property.

ESCALATOR CLAUSE:( if adopted by Municipality.)

Item 1 No.

Approximate 2 Quantities

Unit

*Description

Unit 5 Price

Total

0350-0120 800 Subbase (NO. 2A) - Widening, 4" Depth

0313-0322 4,300 Superpave Asphalt Mixture Design, Base Course, PG 64S-22, < 30 Million ESALs, 25.0 mm Mix - 3" Crown Leveling - Base

4413-0195 4,300 Superpave Asphalt Mixture Design, 1.5" Wearing Course, PG 58S-28, < 0.3 Million ESALs, 9.5 mm FG Mix, SRL-L

0350-0120 70 Subbase (NO. 2A) - Shoulder Backup

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

- 3A -

4608-0001 1 Mobilization/Demobilization/Maintenance & Protection of Traffic

4686-0030 1 Construction Surveying, Type B Modified

SUBTOTAL

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Township of East Union Project Number: 0325-609017.40

LOCATION OF WORK :

P O

O N

T O

B E

C O

H E

M U

LOCATIONS (BASE BID): Foose Lane (From Main Blvd - SR 924- to Trailer Road for 2025 LF)

DESCRIPTION OF WORK:

ESCALATOR CLAUSE:( if adopted by Municipality.)

Item 1 No.

Approximate 2 Quantities

Unit

*Description

Unit 5 Price

Total

0313-0322 3,600 Superpave Asphalt Mixture Design, Base Course, PG 64S-22, < 30 Million ESALs, 25.0 mm Mix - 3" Crown Leveling - Base

0350-0120 675 Subbase (NO. 2A) - Widening, 4" Depth

4413-0195 3,600 Superpave Asphalt Mixture Design, 1.5" Wearing Course, PG 58S-28, < 0.3 Million ESALs, 9.5 mm FG Mix, SRL-L

0350-0120 60 Subbase (NO. 2A) - Shoulder Backup

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

- 3A -

4608-0001 1 Mobilization/Demobilization/Maintenance & Protection

SUBTOTAL

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Township of East Union Project Number: 0325-609017.40

LOCATION OF WORK :

P O

O N

T O

B E

C O

H E

M U

LOCATIONS (BASE BID): Dombrowski Lane (From Main Blvd - SR 924- to Trailer Road for 785 LF)

DESCRIPTION OF WORK:

ESCALATOR CLAUSE:( if adopted by Municipality.)

Item 1 No.

Approximate 2 Quantities

Unit

*Description

Unit 5 Price

Total

0313-0322 1,400 Superpave Asphalt Mixture Design, Base Course, PG 64S-22, < 30 Million ESALs, 25.0 mm Mix - 3" Crown Leveling - Base

0350-0120 270 Subbase (NO. 2A) - Widening, 4" Depth

4413-0195 1,400 Superpave Asphalt Mixture Design, 1.5" Wearing Course, PG 58S-28, < 0.3 Million ESALs, 9.5 mm FG Mix, SRL-L

0350-0120 30 Subbase (NO. 2A) - Shoulder Backup

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

- 3A -

4608-0001 1 Mobilization/Demobilization/Maintenance & Protection

SUBTOTAL

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Township of East Union Project Number: 0325-609017.40

LOCATION OF WORK :

P O

O N

T O

B E

C O

H E

M U

LOCATIONS (BASE BID): Old Mill Road North (From Bridge over Creek north for 984 LF toward Green Mountain Road)

DESCRIPTION OF WORK:

ESCALATOR CLAUSE:( if adopted by Municipality.)

Item 1 No.

Approximate 2 Quantities

Unit

*Description

Unit 5 Price

Total

0313-0322 1,750 Superpave Asphalt Mixture Design, Base Course, PG 64S-22, < 30 Million ESALs, 25.0 mm Mix - 3" Crown Leveling - Base

0350-0120 340 Subbase (NO. 2A) - Widening, 4" Depth 0350-0120 30 Subbase (NO. 2A) - Shoulder Backup

4413-0195 1,825 Superpave Asphalt Mixture Design, 1.5" Wearing Course, PG 58S-28, < 0.3 Million ESALs, 9.5 mm FG Mix, SRL-L

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

- 3A -

4608-0001 1 Mobilization/Demobilization/Maintenance & Protection

SUBTOTAL

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Township of East Union Project Number: 0325-609017.40

LOCATION OF WORK :

P O

O N

T O

B E

C O

H E

M U

LOCATIONS (BASE BID): Cranberry Alley (From Hemlock Street to Shepp Street for 1070 LF)

DESCRIPTION OF WORK:

ESCALATOR CLAUSE:( if adopted by Municipality.)

Item 1 No.

Approximate 2 Quantities

Unit

*Description

Unit 5 Price

Total

0313-0322 2,400 Superpave Asphalt Mixture Design, Base Course, PG 64S-22, < 30 Million ESALs, 25.0 mm Mix - 3" Crown Leveling - Base

0350-0120 450 Subbase (NO. 2A) - Widening, 4" Depth 0350-0120 40 Subbase (NO. 2A) - Shoulder Backup

4413-0195 2,400 Superpave Asphalt Mixture Design, 1.5" Wearing Course, PG 58S-28, < 0.3 Million ESALs, 9.5 mm FG Mix, SRL-L

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

- 3A -

4608-0001 1 Mobilization/Demobilization/Maintenance & Protection

SUBTOTAL

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Township of East Union Project Number: 0325-609017.40

LOCATION OF WORK :

P O

O N

T O

B E

C O

H E

M U

LOCATIONS (BASE BID): Girard Manor Road (From Phineyville Road south to Bridge for 3282 LF)

DESCRIPTION OF WORK:

ESCALATOR CLAUSE:( if adopted by Municipality.)

Item 1 No.

Approximate 2 Quantities

Unit

*Description

Unit 5 Price

Total

0313-0322 5,850 Superpave Asphalt Mixture Design, Base Course, PG 64S-22, < 30 Million ESALs, 25.0 mm Mix - 3" Crown Leveling - Base

0350-0120 1,100 Subbase (NO. 2A) - Widening, 4" Depth 0350-0120 100 Subbase (NO. 2A) - Shoulder Backup

4413-0195 5,850 Superpave Asphalt Mixture Design, 1.5" Wearing Course, PG 58S-28, < 0.3 Million ESALs, 9.5 mm FG Mix, SRL-L

* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

- 3A -

4608-0001 1 Mobilization/Demobilization/Maintenance & Protection

SUBTOTAL* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

- 3A -

4608-0001 1 Mobilization/Demobilization/Maintenance & Protection of Traffic

4686-0030 1 Construction Surveying, Type B Modified

4432-9999 4,300 FB Modified Paving & Double Chip Seal

0350-0120 70 Subbase (NO. 2A) - Shoulder Backup

0350-0120 800 Subbase (NO. 2A) - Widening, 4" Depth

Item

1 No.

Approximate

2 Quantities

Unit

*Description

Unit

5 Price

Total

T H

O R

N T

O B

C O

M P

L E

T E

B Y

T H

E M

U N

A L

LOCATIONS (ALTERNATE BID): Pumping Station Road (From Main Blvd. - SR 924- to Pole Road for 2405

LF)

DESCRIPTION OF WORK:

The contractor may bid the alternate alone without bidding other items or not bid the alternate at all if other base bids are bid upon. Alternate Stone Roads – Work to be in accordance with PennDOT 408 and PennDOT publication 447 – FB Modified Overlay.Apply an AE-P Prime Coat to the existing stone to provide a suitable surface to them place 3 ½ inch depth FB Modified Overlay applied in two lifts, the first lift will be 1 ½ inch and 2nd lift will be 2 inches. After one month install a double chip seal to all FB Modified surfaces.

This work must be completed by September 14 or completed in 2026. A minimum of 8000 SY in total will be awarded for this alternate. The amount of SY will be determined based on funds available after the bids are reviewed. The final quantity will be negotiated with the low bidder for the alternate.

ESCALATOR CLAUSE:( if adopted by Municipality.)

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Township of East Union

Project Number: 0325-609017.40

LOCATION OF WORK :

SUBTOTAL* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

- 3A -

4608-0001 1 Mobilization/Demobilization/Maintenance & Protection of Traffic

4686-0030 1 Construction Surveying, Type B Modified

4432-9999 3,600 FB Modified Paving & Double Chip Seal (From Main

Blvd - SR 924- to Trailer Road for 2025 LF)

0350-0120 60 Subbase (NO. 2A) - Shoulder Backup

0350-0120 675 Subbase (NO. 2A) - Widening, 4" Depth

Item

1 No.

Approximate

2 Quantities

Unit

*Description

Unit

5 Price

Total

T H

O R

N T

M P

L E

T E

B Y

T H

E M

U N

A L

LOCATIONS (ALTERNATE BID): Foose Lane

DESCRIPTION OF WORK:

ESCALATOR CLAUSE:( if adopted by Municipality.)

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Township of East Union

SUBTOTAL* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

- 3A -

4608-0001 1 Mobilization/Demobilization/Maintenance & Protection of Traffic

4686-0030 1 Construction Surveying, Type B Modified

4432-9999 1,400 FB Modified Paving & Double Chip Seal

0350-0120 30 Subbase (NO. 2A) - Shoulder Backup

0350-0120 270 Subbase (NO. 2A) - Widening, 4" Depth

Item

1 No.

Approximate

2 Quantities

Unit

*Description

Unit

5 Price

Total

T H

O R

N T

M P

L E

T E

B Y

T H

E M

U N

A L

LOCATIONS (ALTERNATE BID): Dombrowski Lane (From Main Blvd - SR 924- to Trailer Road for 785 LF)

DESCRIPTION OF WORK:

ESCALATOR CLAUSE:( if adopted by Municipality.)

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Township of East Union

SUBTOTAL* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

- 3A -

4608-0001 1 Mobilization/Demobilization/Maintenance & Protection of Traffic

4686-0030 1 Construction Surveying, Type B Modified

0350-0120 30 Subbase (NO. 2A) - Shoulder Backup

4432-9999 1,825 FB Modified Paving & Double Chip Seal

0350-0120 340 Subbase (NO. 2A) - Widening, 4" Depth

Item

1 No.

Approximate

2 Quantities

Unit

*Description

Unit

5 Price

Total

T H

O R

N T

M P

L E

T E

B Y

T H

E M

U N

A L

LOCATIONS (ALTERNATE BID): Old Mill Road North (From Bridge over Creek north for 984 LF toward Green

Mountain Road)

DESCRIPTION OF WORK:

ESCALATOR CLAUSE:( if adopted by Municipality.)

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Township of East Union

SUBTOTAL* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

- 3A -

4608-0001 1 Mobilization/Demobilization/Maintenance & Protection of Traffic

4686-0030 1 Construction Surveying, Type B Modified

0350-0120 40 Subbase (NO. 2A) - Shoulder Backup

4432-9999 2,400 FB Modified Paving & Double Chip Seal

0350-0120 450 Subbase (NO. 2A) - Widening, 4" Depth

Item

1 No.

Approximate

2 Quantities

Unit

*Description

Unit

5 Price

Total

T H

O R

N T

M P

L E

T E

B Y

T H

E M

U N

A L

LOCATIONS (ALTERNATE BID): Cranberry Alley (From Hemlock Street to Shepp Street for 1070 LF)

(Cranberry Alley to be paid from General Fund)

DESCRIPTION OF WORK:

ESCALATOR CLAUSE:( if adopted by Municipality.)

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Township of East Union

SUBTOTAL* DESCRIPTION:

Must include ADT on wearing surfaces

USE OF CUTBACK ASPHALT IS PROHIBITED

BETWEEN MAY 1st AND OCTOBER 31st, EXCEPT

AS NOTED IN BULLETIN NO. 25.

SUBTOTAL FROM OTHER ATTACHMENTS

TOTAL AMOUNT OF BID

- 3A -

4608-0001 1 Mobilization/Demobilization/Maintenance & Protection of Traffic

4686-0030 1 Construction Surveying, Type B Modified

0350-0120 100 Subbase (NO. 2A) - Shoulder Backup

4432-9999 5,850 FB Modified Paving & Double Chip Seal

0350-0120 1,100 Subbase (NO. 2A) - Widening, 4" Depth

Item

1 No.

Approximate

2 Quantities

Unit

*Description

Unit

5 Price

Total

T H

O R

N T

M P

L E

T E

B Y

T H

E M

U N

A L

LOCATIONS (ALTERNATE BID): Girard Manor Road (From Phineyville Road south to Bridge for 3282 LF)

DESCRIPTION OF WORK:

ESCALATOR CLAUSE:( if adopted by Municipality.)

ATTACHMENT 1

TO MS - 944 ( PROPOSAL AND CONTRACT MS - 944 )

Schuylkill Municipality: Township of East Union

East Union Township, Luzerne County, Pennsylvania

NTS

FIGURE

8/13/2025 MLV

PRJ #Scale

Date Dwn

Location Map

Alfred Benesch & Company

Wilkes-Barre, Pennsylvania

(570) 914-9030

Project Locations

2025 PIB Pave Project

0325-609017.40

Schuylkill County, Pennsylvania

NTS

FIGURE

8/13/2025 MLV

2PRJ #Scale

Date Dwn

Old Mill Road

Alfred Benesch & Company

Wilkes-Barre, Pennsylvania

(570) 914-90302025 PIB Pave Project

Legend

- Leveling & Overlay

(2” Crown Leveling + 1.5” Wearing)

- Shoulder Pave 4” Base 1.5” Top

- 3” Leveling – Fill In

- Endwall Per RC-31M w/ 2 Red Delineators*

- 18” HDPE Cross Pipe at 45°

- 3’ Wide x 12” Deep Swale R-3 & R-4 Rip Rap

- Sign & Pavement Legend

0325-609017.40

PA ONE CALL #: 20252254768 * Includes adjustment as required due to new paving height

AT 0’ -

LOW

75’

412’ -

REPLACE

ENDWALL

TYPICAL

AT 535’-

REPLACE

ENDWALL

TYPICAL

AT 965’-

REPLACE

ENDWALL

TYPICAL

AT 1129’ –

NEW

ENDWALL

TYPICAL

AT 2237’ – NEW

ENDWALL

TYPICAL

AT 2250’ -

LOW

2250’x4’

SHOULDER R-3

& R-4 RIP RAP

90’x2’

SHOULDER

PAVE 4” BASE

1.5” TOP

AT 632’-

30’x4’ FILL

AT 819’-

20’x4’ SPOT

FILL IN

AT 929’-

150’x4’ FILL

17’6”

AT 1120’-

150’x4’ FILL

AT 1290’-

150’x4’ FILL

PIPE TYPICAL

5 YD3 R5 RIP RAP AT

THE END OF EACH

PIPE W/ END

SECTIONS TYPICAL

* Includes adjustment as required due to new paving height

**Size is larger than standard box contractor must verify

East Union Township, Schuylkill County, Pennsylvania

NTS

FIGURE

8/13/2025 MLV

3PRJ #Scale

Date Dwn

2nd Boulevard

Alfred Benesch & Company

Wilkes-Barre, Pennsylvania

(570) 914-90302025 PIB Pave Project

Legend

- Leveling & Overlay

(1” Leveling + 1.5” Wearing)

- Inlet TYP – Inlet w/ Type

M Top and Grate*

- Cleanout Area Add 2 yd3 R-3

- Pipe

- 4’x200’ Elevated Mat Reinforced Grass Swale

- 3”x7’x140’ Milling

0325-609017.40

PA ONE…

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 Aug 28, 2025.