Specifications include, but are not limited to: 1. Fence may be constructed utilizing pre-built panels, driven posts or posts set in concrete footings. 2. Pre-built panels must be anchored with either driven or screwed in anchors spaced not more than 6’ on center. 3. Installer is responsible for utility location services. Any damage to utilities by driving or screwing in anchors or posts or digging for concrete footings will be the responsibility of the installer and such damage will be repaired to pre-damage condition. 4. Upon award to a General Contractor for the rehabilitation of this property, the responsibility for this fencing will be transferred to the selected General Contractor. 5. Rental term will be approximately 30 months (+/-). CHAIN LINK POSTS and MATERIALS: All steel tubing/pipe shall be rated at not less than 50,000 psi yield strength or as specified herein. 1 Posts: All terminal and/or corner posts shall be rated at minimum 50,000 psi yield strength, hot dipped galvanized or electroplated inside and out. Line posts shall be not less than 15 gauge and hot dipped galvanized or electroplated inside and out. Coatings shall conform to ASTM F1043 requirements. All terminal or corner posts shall have a pressed steel cap tack welded in place to prevent water intrusion. Welds will be cleaned, treated and cold galvanized coated. Minimum corner post size is 3” diameter. Line Posts shall be a minimum of 2” diameter. 2 Fabric: All fabric shall be made of 9 gauge steel wire conforming to the requirements of the Chain Link Manufacturers Institute (CLMI) Product Manual unless specified differently herein. All chain link fabric shall be class 2 galvanized after weaving (GAW) and shall be coated in accordance with ASTM specification A 392. Fabric selvage for 6’ and over shall be knuckled on one end and twisted on the other and the diamonds shall be a nominal 2” size (+/- 1/8”). When installed the bottom of the fabric shall be approximately 1” to 1-1/2” above the ground. Unless specified differently by the project manager the twisted ends shall be installed facing the bottom of the fence. 3 Top/Bottom Rail: Grade B pipe, minimum, shall be hot-dipped zinc-coated with an average weight of not less than 0.9 ounces of zinc per square foot of exterior surface and shall be over coated with a clear acrylic or polyester. The internal surface shall have a protective coating of hot dipped zinc or zinc rich paint with a minimum thickness of three roils. Shall have a minimum wall thickness of .065 and 50,000 psi yield strength. 4 Accessories & Fittings: All accessories and fittings shall be constructed of steel and shall conform to ASTM A153. All bolts, nuts, and washers shall be hot dipped or electroplated galvanized or stainless steel. Wire ties to be class III galvanized steel. Tension wire shall be 9 gauge high tensile strength galvanized wire. Hog rings to be 9 gauge galvanized steel.