34 71 13 - Vehicle Barriers.pdf

PDF 475 KB Posted

Attached to
West Pump Station Replacement Project
Solicitation number
Not on record
Issued by
Chester County, Pennsylvania

About this file

This is a technical specification document for Vehicle Barriers (Section 34 71 13) prepared by Herbert, Rowland & Grubic, Inc. for the West Pump Station Replacement Project managed by Northwestern Chester County Municipal Authority in Pennsylvania. The specification details the materials, installation requirements, and quality standards for bollard posts and plastic bollard covers to be incorporated into the site improvements of the pump station project. The work includes 7-inch bollard posts manufactured from ASTM 500 B structural grade steel with a 6-inch base diameter finished in grey primer, plastic bollard covers made of 0.125-inch HDPE with 7.100-inch inside diameter, and reflective tape graphics (3M #5100R) applied by the owner's color selection. Bollard posts are to be embedded in concrete footings with a minimum 3000 psi strength, and covers are to be installed per manufacturer specifications. The document establishes compliance requirements referencing AASHTO, ASTM, and Pennsylvania Department of Transportation standards, along with submittal procedures for product data, color samples, setting drawings, and warranty documentation.

The specification mandates that bollards and accessories comply with manufacturer installation instructions and setting drawings, with protection maintained throughout delivery, storage, and handling. All bollards must be inspected for damage and defects prior to installation, with field touch-up permitted for minor imperfections according to manufacturer guidance. Damaged or defective units incapable of field repair must be replaced. Prior to substantial completion, all bollards require cleaning to remove dust, dirt, adhesives, and foreign materials in accordance with manufacturer instructions, with additional touch-up applied to any damaged finishes. The specification references related sections for concrete fill work and general execution requirements, and requires submission of executed manufacturer warranties upon project closeout. Approved manufacturers include Innoplast or approved equal products meeting the specified dimensions, materials, and performance criteria.

View the file

Other files

File Type Posted
40 05 53 - Identification For Process Piping.pdf PDF
44 42 56 - Base Mounted Pumping System.pdf PDF
32 31 13 - chain link fences and gates.pdf PDF
32 05 13 - Soils For Exterior Improvements.pdf PDF
00 73 73 - Statutory Requirements.pdf PDF
01 78 39 - Project Record Documents.pdf PDF
00 73 46 - Wage Determination Schedule Cover.pdf PDF
40 05 19 - Ductile Iron Process Pipe.pdf PDF
04 05 13 - Masonry Mortaring.pdf PDF
31 23 23.33 - Flowable Fill.pdf PDF
00 45 19 Non Collusion Affidavit.pdf PDF
07 31 13 - asphalt shingles.pdf PDF
00 65 16 - Certificate of Substantial Completion.pdf PDF
01 57 28 - Temporary Flow Control.pdf PDF
26 27 16 - Electrical Panels & Enclosures.pdf PDF
01 31 19 - Project Meetings.pdf PDF
01 33 00 - Submittal Procedures.pdf PDF
01 32 16 - Construction Progress Schedule - SMALL.pdf PDF
00 63 49 - Work Change Directive Form.pdf PDF
40 66 16 - Firewall Hardware.pdf PDF
33 31 11 - Public Sanitary Sewerage Gravity Piping.pdf PDF
04 20 00 - Unit Masonry.pdf PDF
01 77 00 - Closeout Procedures.pdf PDF
07 71 23 - Manufactured Gutters and Downspouts.pdf PDF
32 91 19 - Landscape Grading.pdf PDF
41 22 23.19 - Monorail Electric Chain Hoists with Manual Geared Trolley.pdf PDF
00 41 16.b - Bid Frm for Const Contract 2018 - EC.pdf PDF
26 05 26 - Grounding.pdf PDF
01 29 00 - Payment Procedures.pdf PDF
40 05 78.29 - Combination Air Valves For Wastewater Service.pdf PDF
01 40 00 - Quality Requirements.pdf PDF
00 65 19.19 - Consent of Surety to Final Payment.pdf PDF
00 45 46 Public Works Employment Verification Form.pdf PDF
40 05 61 - Gate Valves.pdf PDF
31 05 16 - aggregates for earthwork.pdf PDF
09 91 00 Painting.pdf PDF
08 13 13 - Standard Hollow Metal Doors.pdf PDF
00 61 13.13 - Performance Bond.pdf PDF
40 05 51 - Common Requirements For Process Valves..pdf PDF
00 73 43-1 - Certification Form llc-25 PA Dep L&I.pdf PDF
01 74 19 - Construction Waste Management and Disposal.pdf PDF
04 01 20 - Masonry Cleaning.pdf PDF
00 73 36 - Equal Employment Opportunity Requirements.pdf PDF
00 21 13 - Instructions to Bidders.pdf PDF
00 61 13.16 - Payment Bond.pdf PDF
00 11 13 - Advertisement for Bids.pdf PDF
08 90 00 - LOUVERS AND VENTS.pdf PDF
40 05 63 - Ball Valves.pdf PDF
26 05 00 - Electrical General.pdf PDF
46 24 23 - Channel Sewage Grinders.pdf PDF
Show 40 more

Latest 50 of 171 listed here. See the rest on GovTribe.

On GovTribe

Work with this file

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

Text version

34 71 13 – VEHICLE BARRIERS

Herbert, Rowland & Grubic, Inc. 34 71 13 - 1 000483.0450

SECTION 34 71 13 – VEHICLE BARRIERS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Bollard posts.

2. Plastic Bollard covers.

B. Related Sections:

1. Division 03 Sections: Concrete fill for bollards.

1.2 REFERENCES

A. American Association of State Highway and Transportation Officials:

1. AASHTO M180 - Standard Specification for Corrugated Sheet Steel Beams for

Highway Guardrail.

B. ASTM International:

1. ASTM A36/A36M - Standard Specification for Carbon Structural Steel.

2. ASTM A123/A123M - Standard Specification for Zinc (Hot-Dip Galvanized)

Coatings on Iron and Steel Products.

3. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware.

4. ASTM A428/A428M - Standard Test Method for Weight Mass of Coating on

Aluminum-Coated Iron or Steel Articles.

5. ASTM A500/A500M - Standard Specification for Cold-Formed Welded and

Seamless Carbon Steel Structural Tubing in Rounds and Shapes.

6. ASTM A501 - Standard Specification for Hot-Formed Welded and Seamless

Carbon Steel Structural Tubing.

7. ASTM C94/C94M - Standard Specification for Ready-Mixed Concrete.

C. American Wood-Preservers' Association:

1. AWPA C14 - Wood for Highway Construction - Preservative Treatment by

Pressure Processes.

D. Forest Stewardship Council:

1. FSC Guidelines - Forest Stewardship Council Guidelines.

E. Pennsylvania Department of Transportation:

1. Bulletin 15 – Qualified Products List for Construction

2. Publication 19 – Field and Laboratory Test Methods, latest edition.

3. Publication 408 - Specifications, latest edition, as amended.

1.3 SUBMITTALS

A. Section 01 33 00 – Submittal Procedures: Requirements for submittals.

Herbert, Rowland & Grubic, Inc. 34 71 13 - 2 000483.0450

B. Product Data: Provide for each type of bollard, component, finish, and accessory specified.

C. Color Samples: Submit manufacturer’s standard colors for selection by Owner.

D. Setting Drawings: For steel security posts, show foundations and cutouts required in work specified in other Sections.

E. Maintenance Data: Submit manufacturer’s field touch-up, cleaning, and maintenance instructions.

F. Warranty Documentation: Submit sample of manufacturer’s warranty.

1.4 PRODUCT DELIVERY, STORAGE AND HANDLING

A. Comply with Section 01 61 00 – Product Requirements.

B. Protect bollards and accessories during delivery, storage, and handling.

1.5 WARRANTY

A. Comply with Section 01 78 36 – Warranties.

PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Manufacturers:

1. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following:

a. Innoplast.

b. Or approved equal.

2.2 PLASTIC BOLLARD COVERS

A. Materials:

1. 7” Bollard Gard Bumper Post Sleeve

a. Length: As indicated on the drawings.

b. Thickness: 0.125 inches HDPE.

c. Inside Diameter: 7.100 inches (180 mm).

d. Color: As selected by Owner.

e. Graphics: Reflective Tape: 3M #5100R

1) Width: .75 inches.

2) Color: Selected by Owner.

B. BOLLARD POST

1. Pipe: ASTM 500 B Structural Grade Steel.

2. Base Diameter: 6 inches.

Herbert, Rowland & Grubic, Inc. 34 71 13 - 3 000483.0450

3. Finish: Grey Primer.

4. Installation: Footing and fill: Concrete, 3000 psi minimum.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Section 01 73 00 – Execution Requirements: Verification of existing conditions before starting work.

B. Examine paving or other substrates for compliance with manufacturer’s requirements for placement and location of embedded items, condition of substrate, and other conditions affecting installation of bollards.

C. Proceed with installation only after unsatisfactory conditions have been corrected.

3.2 INSTALLATION

A. General: Comply with manufacturer’s installation instructions and setting drawings.

B. Do not install damaged, cracked, chipped, deformed or marred bollards. Field touch-up minor imperfections in accordance with manufacturer’s instructions. Replace bollards that cannot be field repaired.

C. Bollard Posts:

1. Imbed with grout in formed or cored holes in concrete.

2. Imbed in concrete footings.

D. Bollard Covers: Install in accordance with manufacturer’s instructions.

3.3 CLEANING & PROTECTION

A. Protect bollards against damage.

B. Immediately prior to Substantial Completion, clean bollards in accordance with manufacturer’s instructions to remove dust, dirt, adhesives, and other foreign materials.

C. Touch up damaged finished according to manufacturer’s instructions.

3.4 CLOSEOUT ACTIVITIES

A. Provide executed warranty.

END OF SECTION 34 71 13

File details come from the government source that posted it. Updated .