2-GAUNT ROAD MAINTENANCE BUILDING.pdf

PDF 14 MB Posted Jan 7, 2026

Attached to: Gaunt Road Maintenance Building
Solicitation number: Not on record
Issued by: Monroe County, Terre Hill Borough, Pennsylvania

About this file

Written by GovTribe AI · Jan 12, 2026

This is a construction plans document for the Gaunt Road Maintenance Building project being undertaken by Stroud Township in Monroe County, Pennsylvania, prepared by Reilly Associates engineering firm. The project involves the construction of a 4,800-square-foot maintenance building on approximately 0.90 acres of land located at the terminus of Gaunt Road, along with associated gravel parking areas, drainage facilities, utilities, lighting, and landscaping improvements. Sealed bids for construction will be received online through the PennBid program until 3:00 PM local time on February 12, 2026, with public bid opening and consideration scheduled for the Township Board of Supervisors' regular meeting on February 17, 2026, at 7:00 PM at the Stroud Township Municipal Building. A non-mandatory pre-bid conference will be held on Wednesday, January 28, 2026, at 10:00 AM at the Municipal Building with an accompanying site visit. Bids must be submitted on a lump sum basis for a single prime contract, and the contract term extends through project completion within the specified timeframe.

The bid documents are available at no cost through the PennBid website (www.pennbid.bonfirehub.com). Bid security must be furnished in accordance with the Instructions to Bidders, and the project is subject to Pennsylvania Prevailing Wage requirements. The construction plans include detailed site plans, grading and drainage plans, profiles, erosion and sediment control plans, and multiple sheets of construction details addressing utilities, stormwater management, and building infrastructure. All bidders must ensure compliance with non-discrimination requirements regarding race, religion, color, handicap, national origin, age, and sex. Bids remain subject to acceptance for 90 days from submission, with the Township Board of Supervisors retaining the right to reject any or all bids and award the contract at their discretion.

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Other files

File	Type	Posted
1-Project Manual.pdf	PDF	Jan 7, 2026
1-Stroud Township Building Boiler Replacement - Basis of Design Report.pdf	PDF	Aug 27, 2025
3-Public Notice Boiler Bid.pdf	PDF	Aug 27, 2025
2-MS-963 PennDOT Form- Boiler Bid.xls	XLS spreadsheet	Aug 27, 2025

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CONSTRUCTION PLANS

for

GAUNT ROAD MAINTENANCE BUILDING

for

STROUD TOWNSHIP

STROUD TOWNSHIP,

MONROE COUNTY, PENNSYLVANIA

JANUARY 7, 2026

REILLY ASSOCIATES STROUD TOWNSHIP

WAIVED.

tel: 570.421.7320 fax: 570.421.7230 www.reillyengineering.com

411 Main Street Suite 102 D, Stroudsburg, PA 18360

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411 Main Street Suite 102 D, Stroudsburg, PA 18360

BMP SOIL PLANTING THICKNESS

(IN)

www.reillyengineering.com

411 Main Street Suite 102 D, Stroudsburg, PA 18360

1. Prepare soil before installing rolled erosion control products (RECPs), including any necessary application of lime, fertilizer, and seed.

2. Begin at the top of the channel by anchoring the RECPs in a 6"(15cm) deep X 6"(15cm) wide trench with approximately 12"(30cm) of RECPs extended beyond the up-slope portion of the trench. Use ShoreMax mat at the channel/culvert outlet as supplemental scour protection as needed. Anchor the RECPs with a row of staples/stakes approximately 12"(30cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to the compacted soil and fold the remaining 12"(30cm) portion of RECPs back over the seed and compacted soil. Secure RECPs over compacted soil with a row of staples/stakes spaced approximately 12" apart across the width of the RECPs.

3. Roll center RECPs in direction of water flow in bottom of channel.

RECPs will unroll with appropriate side against the soil surface. All RECPs must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide.

4. Place consecutive RECPs end-over-end (Shingle style) with a 4"-6" overlap. Use a double row of staples staggered 4" apart and 4" on center to secure RECPs.

5. Full length edge of RECPs at top of side slopes must be anchored with a row of staples/stakes approximately 12"(30cm) apart in a 6"(15cm) deep X 6"(15cm) wide trench. Backfill and compact the trench after stapling.

6. Adjacent RECPs must be overlapped approximately 2"-5" (5-12.5cm) (Depending on RECPs type) and stapled.

7. In high flow channel applications a staple check slot is recommended at 30 to 40 foot (9 -12m) intervals. Use a double row of staples staggered 4"(10cm) apart and 4"(10cm) on center over entire width of the channel.

8. The terminal end of the RECPs must be anchored with a row of staples/stakes approximately 12" (30cm) apart in a 6"(15cm) deep X 6"(15cm) wide trench. Backfill and compact the trench after stapling.

2"-5" (5-12.5cm)

3.3' (1m)

6' (1.8m)

3' (0.9m)

0.7 Staples per SQ.YD.

A 2"-5" (5-12.5cm) www.reillyengineering.com

411 Main Street

Sheets and Views

01 C-COVER-GAUNT ROAD MAINTENANCE BLDG

02 C-EXISTING FEATURES-DEMO PLAN

03 C-SITE PLAN GAUNT ROAD MAINTENANCE BLDG

04 C-GRADING & DRAINAGE PLAN GAUNT ROAD MAINTENANCE BLDG

05 PROFILES

06 C-E&S PLAN GAUNT ROAD MAINTENANCE BLDG

07 X CONSTRUCTION DETAILS

08 X CONSTRUCTION DETAILS (5)

09 X CONSTRUCTION DETAILS (4)

10 X CONSTRUCTION DETAILS (3)

11 CONSTRUCTION DETAILS (2)

GAUNT ROAD MAINTENANCE BUILDING- th3 2

GAUNT ROAD MAINTENANCE BUILDING- th3 3

GAUNT ROAD MAINTENANCE BUILDING- th3 4

File details come from the government source that posted it. Updated Jan 12, 2026.