4-Chain Link Design Package SU-25-001.pdf
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- Attached to
- INVITATION TO BID: Stream Stabilization Project at 454 Fairman Road, Muncy Valley, PA 17758 - SU-25-001
- Solicitation number
- Not on record
- Issued by
- Susquehanna County, Pennsylvania
About this file
This is a chain link fence design package and technical specification document prepared by Larson Design Group for Sullivan County, Pennsylvania, detailing the materials, installation procedures, and standards for a 4-foot chain link fence (Project SU-25-001) to be installed on top of a concrete or masonry wall. The document includes detailed design drawings showing anchor plate specifications, fence components including posts, top rail, fabric, and hardware, along with comprehensive technical specifications referencing ASTM and AASHTO standards. The fence installation specifications address two primary scenarios: installation on top of walls using anchor plate systems and installation in soil using auger holes for post footings. Installation procedures require posts to be spaced no more than 10 feet apart with proper alignment and plumb setting, use of expansion couplings for top rails, and fabric attachment at intervals not exceeding 14 inches. Post heights must be a minimum of 2 inches for terminal posts and 1.5 inches for line posts on fences under 5 feet, with larger dimensions required for taller installations.
Material specifications require Class 2b PVC-coated chain link fabric with No. 9 gage wire and 2-inch mesh sizes, galvanized steel posts conforming to ASTM F 1083 Schedule S-40 with zinc coating of not less than 2 ounces per square foot, and 1.25-inch nominal galvanized steel top rail pipe. Anchorage systems must use either wedged or adhesive stainless steel anchors with 3/8-inch diameter bolts, with adhesive anchors requiring minimum tensile bond strength of 4,000 pounds per anchor. All hardware including bolts, nuts, washers, and locks must be galvanized per AASHTO M 232, and gates require waterproof locks with three brass keys per lock. The contractor bears responsibility for repairing or replacing any damaged fence components at no additional cost for the contract duration and must grade irregular ground surfaces to ensure the fabric maintains a nominal 2-inch distance from the base surface, not exceeding 3 inches.
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Text version
4' -0
2"
Top rail
10'-0"
6" Unless otherwise noted
Expansion slip coupling at 90' c.c.
Coil spring tension wire
Wire mesh
Top of wall
Terminal post
End of wall or joint
Post mounted on wall2"
'-6
3' -0
10'-0" (Except where noted)
ON EARTH
TOP OF WALL
Backfill around post, tamp, and crown
Auger 9"Ø holes for line posts and 15"Ø holes for terminal, gate, Finished Ground and change-of-direction posts.
set posts plumb and centered to bottom of hole. Place concrete.
CHAIN LINK FENCE
SU-25-001 1
Mark.Buckwalter Oval
Mark.Buckwalter Text Box Notes
- Fence to be attached to the Top Of Wall. Refer to Anchor Details and the Chain Link Fence Technical Specification.
- Fence to extend the length or the wall. Refer to Construction Plan Set by Larson Design Group for wall design.
Mark.Buckwalter Line
Mark.Buckwalter Text Box
CHAIN LINK FENCE DESIGN PACKAGE
SU-25-001
NOTE: Only Adhesive Anchor System is shown. Wedged Anchor System is also
6"
7/16" Dia. Hole in plate (Typ.)
3/8" Dia. x 3" Stainless steel
Stainless steel washer adhesive anchor system 3/16" Continuous fillet weld
Galvanized plate 6" x 6" x 1/4"
Top of wall
Terminal or line posts
Ouside face of wall
3"
1"
6"
Fence post
No Scale
ANCHOR PLATE DETAILS
acceptable, see Technical Specification Titled, "Chain Link Fence".
SU-25-001 2
SU-25-001 - 3
TECHNICAL SPECIFICATIONS
CHAIN LINK FENCE
SCOPE
This work is furnishing and installing chain link fence of height shown on the Drawings.
APPLICABLE PUBLICATIONS
AASHTO M 232 - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware.
AASHTO M 280 - Standard Specification for Zinc-Coated (Galvanized) Steel Barbed Wire.
ANSI B 18.22.1 - Standard Specification for Plain Washers.
ASTM A 6 - Standard Specification for General Requirements for Rolled Steel Plates, Shapes, Sheet Piling and Bars for Structural Use.
ASTM A 36 - Standard Specification for Structural Steel.
ASTM A 53 - Standard Specification for Pipe Steel, Black and Hot-Dipped, Zinc Coated Welded Seamless.
ASTM A 276 - Standard Specification Stainless Steel Bars and Shapes.
ASTM A 582 - Standard Specification Free-Machining Stainless Steel Bars.
ASTM C 387 - Standard Specification for Packaged, Dry, Combined Materials for Mortar and Concrete.
ASTM F 593 - Standard Specification for Stainless Steel Bolts, Hex Cap Screws and Studs.
ASTM F 594 - Standard Specification Stainless Steel Nuts.
ASTM F 626 - Standard Specification for Fence Fittings.
ASTM F 668 - Standard Specification for Poly (Vinyl Chloride) (PVC)-Coated Steel Chain Link Fence Fabric
ASTM F 1043 - Standard Specification for Strength and Protective Coatings on Metal Industrial Chain Link Fence Framework.
ASTM F 1083 - Standard Specification for Pipe, Steel, Hot-Dipped Zinc-Coated (Galvanized) Welded, for Fence Structures.
SU-25-001 4
MATERIALS
A. Fence - Fabric, posts, gates, and necessary hardware shall meet the following requirements:
1. Fabric - Fabric shall be Class 2b, PVC-coated wire consisting of a PVC coating fused and adhered to a zinc-coated, aluminum-coated, or zinc-5% aluminum-mischmetal alloy-coated steel wire, conforming to the requirements of ASTM F 668 with the following additions and/or modifications. Fabric shall be not less than No. 9 gage wire with 2-inch mesh sizes. The vinyl coating shall be of color approved by the Inspector. The selvage shall be knuckle-knuckle (top-bottom). All wire ends shall be coated.
2. Posts - Use posts of galvanized steel and that will be referred to as "terminal" or "line". Terminal posts include corner, angle, pull, and end posts. Line posts are also known as "intermediate" posts. Pipes for posts shall conform with the requirements of ASTM F 1083, Schedule S-40, or the requirements of SS-40 of Allied Tube and Conduit Fence Division, 16100 South Lathrop Ave., Harvey, IL 60426, except that the weight of zinc coating shall not be less than 2 ounces per square foot.
For fence heights of less than 5 feet, the nominal sizes of terminal and line posts shall not be less than 2 inches and 1-1/2 inches, respectively. For fence heights of 5 feet or more, the nominal sizes of terminal and line posts shall not be less than 2-1/2 inches and 2 inches, respectively.
3. Anchorage – Either type specified below may be used. The Inspector must approve the anchorage system and installation method. Submit manufacturer’s product specifications and installation recommendations for Inspector approval prior to installation.
a. Wedged Anchorage – Anchorage shall be stainless steel. Bolts shall conform to ASTM A 276, Type 304, or ASTM A 582, Type 303. Bolts shall be 3/8-inch diameter and factory fitted with wedged shields that expand to securely anchor the bolts in place when the anchoring nut is fully tightened to the manufacturer’s specification.
b. Adhesive Anchorage – Anchorage shall be stainless steel adhesive anchor system. Bolts shall conform to ASTM F 593. Nuts shall conform to ASTM F 594. Washers shall conform to ANSI B18.22.1, Type A Plain. Bolts shall be 3/8-inch diameter and each anchor shall develop minimum tensile bond strength of 4,000 lbs. per anchor.
4. Top Rail - Top rail shall not be less than 1-1/4 inch nominal size galvanized steel pipe conforming with the requirements of ASTM F 1083, Schedule S-40, or the requirements of SS-40 of Allied Tube and Conduit Fence Division, 16100 South Lathrop Ave., Harvey, IL 60426, except that the weight of zinc coating shall not be less than 2 ounces per square foot.
5. Bottom Wire - Bottom wire shall be galvanized and vinyl-coated coil spring tension wire. The galvanized core wire shall not be less than 7 gage in size, and it shall be vinyl coated conforming to the same requirements as those of the fabric mentioned above.
SU-25-001 5
6. Braces - When required, braces shall not be less than 1-1/4 inch nominal size galvanized steel pipe conforming with the requirements of ASTM F 626, Schedule S-40, or the requirements of SS-40 of Allied Tube and Conduit Fence Division, 16100 South Lathrop Ave., Harvey, IL 60426, except that the weight of zinc coating shall not be less than 2 ounces per square foot.
7. Truss Rods - When required, truss rods shall not be less than 3/8-inch diameter steel rods conforming with the requirements of ASTM F 626, except that the weight of the zinc coating shall not be less than 2 ounces per square foot. Truss rods shall be provided with suitable turnbuckles.
8. Gates - When required, gates shall be of types and widths shown on the Drawings. Frames shall be of round pipes of not less than 2 inches in diameter conforming with the requirements of ASTM F 1083, Schedule S-40, or the requirements of SS-40 of Allied Tube and Conduit Fence Division, 16100 South Lathrop Ave., Harvey, IL 60426, except that the thickness of zinc coating shall be as specified for the posts mentioned above. All joints shall be securely welded, and the gates shall be galvanized after fabrication. The fabric for the gates shall be the same as the fence.
9. Fittings - All fittings shall conform with the requirements of ASTM F 626. Terminal post caps shall be fitted with recessed allen wrench head set screws for anchoring the cap to the post.
10. Hardware - All hardware (bolts, nuts, washers, etc.) shall be of commercial quality or better, and shall be galvanized in accordance with the requirements of AASHTO M 232.
11. Locks and Keys - Provide a waterproof lock for each gate and a set of 3 brass keys for each lock.
Key all locks on the project alike.
a. Anchoring Grout - Use either hydraulic cementitious grout or epoxy resin mortar.
PROCEDURE FOR INSTALLATION ON TOP OF WALL
For installing fence on concrete or masonry structures, furnish and install anchor plates as shown on the drawings titled, “Anchor Plate Details”, or as recommended by the precast modular wall manufacturer.
Drill holes with a rotary bit with no damage to the surrounding materials. Percussion drilling will not be permitted. Drilling of core holes to place posts will not be permitted.
Install posts plumb, in proper horizontal alignment with the top of the posts in proper vertical alignment, and in equal spacing not exceeding 10 feet. Install corner posts at changes in direction where the deflection angle so requires in the opinion of the manufacturer, as approved by the Inspector.
Install pull posts at changes in grade of 10 percent or more. Also, install pull posts at intervals not exceeding 500 feet and at closer equal spacing on curves, as recommended by the manufacturer, so that the strain of the fence shall not bend the line posts. Space pull posts evenly between corner, gate and/or end posts.
Insert top rails through the base of the line post caps, with expansion couplings joining the rails to form a continuous brace for each stretch of fence between terminal posts. Outside sleeve type expansion
SU-25-001 6
couplings shall be at least 6 inches long and shall be installed at spacings recommended by the manufacturer. Securely fasten the top rails to the terminal and gate posts by rail ends and brace bands.
Install bottom wire as shown on the Drawings.
For fences 4 feet in height, braces will be required only when recommended by the manufacturer. Follow manufacturer’s instructions for installing braces.
Securely fasten the fabric to all posts, top rail, and bottom wire at intervals of not more than 14 inches.
Fasten fabric to the outside or most commonly seen side of the posts. Place fabric parallel to the base surface. The nominal distance between the base surface and the fabric shall be 2 inches and shall not exceed 3 inches. In case of irregular ground surfaces, grade the area at no additional cost.
If necessary, install gates in accordance with the recommendations of the manufacturer and as directed by the Inspector, at locations shown on the Drawings.
Close gaps between terminal posts and adjoining features with extensions of fencing, as approved by the Inspector.
At no additional cost, repair or replace any damaged component of the fence for the duration of the Contract.
PROCEDURE FOR INSTALLATION IN SOIL
Identify post locations. Auger 36-inch-deep footing holes (9-inch-diameter for line posts and 15-inch-diameter for terminal, gate, and change-of-direction posts). Set posts, centered and plumb, on the bottom of the holes. Place and tamp backfill. Crown the finished surface to shed water.
Install fence posts in proper horizontal alignment with the top of the posts in proper vertical alignment.
Posts shall be equally spaced not more than 10 feet apart.
Install corner posts at changes in direction where the deflection angle so requires in the opinion of the manufacturer, as approved by the Inspector.
Install pull posts at changes in grade of 10 percent or more. Also, install pull posts at intervals not exceeding 500 feet and at closer equal spacings on curves, as recommended by the manufacturer so that the strain of the fence shall not bend the line posts. Space pull posts evenly between corner, gate and/or end posts.
Insert top rails through the base of the line post caps, with expansion couplings joining the rails to form a continuous brace for each stretch of fence between terminal posts. Outside sleeve type expansion couplings shall be at least 6 inches long and shall be installed at spacings recommended by the manufacturer. Securely fasten the top rails to the terminal and gate posts by rail ends and brace bands.
Install bottom wire as shown on the Drawings.
Install braces as recommended by the manufacturer if braces are required by the manufacturer. Place the truss rods with turnbuckles between the brace end on the line post and the bottom wire end on the terminal post.
SU-25-001 7
Securely fasten the fabric to all posts, top rail, and bottom wire at intervals of not more than 14 inches.
Fasten fabric to the outside or most commonly seen side of the posts. Place fabric parallel to the base surface. The nominal distance between the base surface and the fabric shall be 2 inches and shall not exceed 3 inches. In case of irregular ground surfaces, grade the area.
Close gaps between terminal posts and adjoining features with extensions of fencing as approved by the Inspector.
At no additional cost for the duration of the contract, repair or replace all damaged fence components;
and apply a manufacturer recommended vinyl repair paint to all exposed surfaces of fabric wire damaged by construction activities.
SU-25-001 8
| chain link fence in dirt or on wall.pdf |
| CHAIN LINK FENCE |
| SCOPE |
| APPLICABLE PUBLICATIONS |
| AASHTO M 232 - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware. |
| ASTM A 6 - Standard Specification for General Requirements for Rolled Steel Plates, Shapes, Sheet Piling and Bars for Structural Use. |
| ASTM A 582 - Standard Specification Free-Machining Stainless Steel Bars. |
| ASTM F 1043 - Standard Specification for Strength and Protective Coatings on Metal Industrial Chain Link Fence Framework. |
| MATERIALS |
| PROCEDURE FOR INSTALLATION ON TOP OF WALL |
| PROCEDURE FOR INSTALLATION IN SOIL |
Install fence posts in proper horizontal alignment with the top of the posts in proper vertical alignment. Posts shall be equally spaced not more than 10 feet apart.
File details come from the government source that posted it. Updated .