(b) Disposition of Waste Materials - , Dispose of all waste materials on completion of the work according to 00330.41(a-6), or as directed. 00965.43 Foundations - Set forms square and true to line and grade. Construct forms of rigid materials that remain in position until the concrete has set. Use a steel template to accurately locate the anchor bolts and hold them plumb and in proper alignment. Outofposition anchor rods and anchor rods installed more than 40V:1H out of plumb are cause for rejection of the foundation. Field bending of anchor bolts and field modification of the base plate are not allowed. Where breakaway bases are specified, the post stub projection shall not exceed the limits shown. Construct foundations of concrete according to Section and applicable portions of 00540.48(a). Place concrete: With a continuous pour. To the elevation shown or directed. With conduit ends and anchor rods held securely in proper vertical position and height with a manufacturer's recommended template the concrete sets. Maintain rebar clearances during concrete pour. Finish tops of foundations to roadway, sidewalk or curb grade, or as directed. Finish exposed concrete foundations to present a smooth, neat appearance. Fill all holes. Make no adjustment of anchor rods after concrete has set. Any adjustment made may be cause for rejection of the foundation. Remove forms and place subsequent loading according to Table 00540-1. obstructions prevent the construction of planned foundations, construct the foundations in the location directed. Any extra cost due to the site change will be paid according to 00195.20. If it is determined that foundations must extend deeper than shown, the extra foundation depth will be paid according to 00195.20. Steel Camera Poles - Camera poles include the pole shaft, hand holes, base plate, top tenon assembly, and anchor rod assembly. Poles up to 50 feet in length shall be one piece construction. Poles greater than 50 feet in length shall be of two piece construction. Pole shafts shall be round, 8 sided, 12 sided, or 16 sided with a constant linear taper of 0.14 inch per foot, and contain only one longitudinal seam weld. Unless shown or specified, circumferential welded tube butt splices are not permitted. Laminated tubes are not permitted. Do not erect poles until the Engineer has made a visual inspection of pole welding. Fabricate entrance openings in steel poles and tenons, including handholes, before galvanizing.
(b) Disposition of Waste Materials - , Dispose of all waste materials on completion of the work according to 00330.41(a-6), or as directed. 00965.43 Foundations - Set forms square and true to line and grade. Construct forms of rigid materials that remain in position until the concrete has set. Use a steel template to accurately locate the anchor bolts and hold them plumb and in proper alignment. Outofposition anchor rods and anchor rods installed more than 40V:1H out of plumb are cause for rejection of the foundation. Field bending of anchor bolts and field modification of the base plate are not allowed. Where breakaway bases are specified, the post stub projection shall not exceed the limits shown. Construct foundations of concrete according to Section and applicable portions of 00540.48(a). Place concrete: With a continuous pour. To the elevation shown or directed. With conduit ends and anchor rods held securely in proper vertical position and height with a manufacturer's recommended template the concrete sets. Maintain rebar clearances during concrete pour. Finish tops of foundations to roadway, sidewalk or curb grade, or as directed. Finish exposed concrete foundations to present a smooth, neat appearance. Fill all holes. Make no adjustment of anchor rods after concrete has set. Any adjustment made may be cause for rejection of the foundation. Remove forms and place subsequent loading according to Table 00540-1. obstructions prevent the construction of planned foundations, construct the foundations in the location directed. Any extra cost due to the site change will be paid according to 00195.20. If it is determined that foundations must extend deeper than shown, the extra foundation depth will be paid according to 00195.20. Steel Camera Poles - Camera poles include the pole shaft, hand holes, base plate, top tenon assembly, and anchor rod assembly. Poles up to 50 feet in length shall be one piece construction. Poles greater than 50 feet in length shall be of two piece construction. Pole shafts shall be round, 8 sided, 12 sided, or 16 sided with a constant linear taper of 0.14 inch per foot, and contain only one longitudinal seam weld. Unless shown or specified, circumferential welded tube butt splices are not permitted. Laminated tubes are not permitted. Do not erect poles until the Engineer has made a visual inspection of pole welding. Fabricate entrance openings in steel poles and tenons, including handholes, before galvanizing.
SP00965.docx