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I <br /> 1 1 Acceptable commercial fertilizer may be supplied in one of the following forms: <br /> 2 <br /> I 3 (a) A dry free-flowing granular fertilizer suitable for application by <br /> 4 agricultural fertilizer spreader. <br /> 5 <br /> I 6 (b) A soluble fertilizer ground to a fineness that will permit complete <br /> 7 suspension of insoluble particles in water, suitable for application by power sprayer. <br /> 8 <br /> 9 (c) A granular or pelleted fertilizer, suitable for application by blower <br /> 10 equipment. <br /> 11 <br /> I 12 (d) A nonvolatile liquid fertilizer. <br /> 13 <br /> 14 Fertilizer shall be standard commercial grade of formulation. Fifty percent of the <br /> I 15 nitrogen shall be derived from 38% ureaformaldehyde and apply at the rate of 12 <br /> 16 pounds per 1000 square feet. <br /> 17 <br /> I 18 F8.02.3(11).OP 1-MULCH.DOCX <br /> 19 (April 2, 2012) <br /> 20 Bark mulch or wood chip mulch shall be placed to a uniform non-compacted depth <br /> III 21 of ***2-INCHES ***over all planting areas. <br /> 22 <br /> 23 Bark or wood chip mulch shall not be placed in areas of standing or flowing water. <br /> 1 24 <br /> 25 3-04 CURB,DDCX <br /> 26 8-04 Curbs, Gutters, and Spillways <br /> 1 27 <br /> 28 8-04.1 Description <br /> 29 <br /> 30 Section 8-04.1 is supplemented with the following: <br /> 31 <br /> 32 This Work shall also include constructing 2-inch to 6-inch high cement concrete curb at <br /> I <br /> 33 locations as shown on Plans. <br /> 34 <br /> 35 8-04.2 Materials <br /> I 36 <br /> 37 Section 8-04.2 is supplemented with the following: <br /> 38 <br /> I <br /> 39 <br /> 40 Concrete used for curb shall be high early-strength, with a minimum compressive <br /> strength of 2,500 psi within 48 hours of placement and 4,000 psi by 28 days. <br /> 41 <br /> I 42 8-04.3 Construction Requirements <br /> 43 <br /> 44 8-04.3(1) Cement Concrete Curbs, Gutters, and Spillways <br /> I 45 <br /> 46 Joints shall be dummy joints at a maximum spacing of 15' with 1/2" through- <br /> 47 expansion joints at beginning of curves, at curb return tangency points, at each side <br /> 48 of catch basins, and at driveways. <br /> I N. BROADWAY TRANSIT IMPROVEMENT PROJECT <br /> STATE FUND#GCB2316; COE WO#3644 115 August 8, 2018 <br />