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..., . r""I . G. Do not permit the final surface elevations of the pavers to deviate more than 3/8 inch [10 mm] under a 10 foot [3 m] long straightedge, or more than 1/8 inch ,..., [3 mm] between adjacent pavers. . 526-4 Method of Measurement. The quantity to be paid for will be the area in square yards [square meters] for Architectural Pavers, measured in place, completed and accepted. Measurement will be as specified in 9-1.3.1. No deduction will be made for the area(s) occupied by ornamental trees left within and any other areas occupied by manholes, inlets, drainage structures or by public utility appurtenances within the normal area(s) of the architectural pavers. " . ..., . ..., . 526-5 Basis of Payment. Price and payment will be full compensation for all work specified in this Section and the quantity, determined as provided above, will be paid for at the contract unit price per square yard [square meter] for Architectural Pavers. Payment shall be made under: Item No. 526- 1-1 Pavers, Architectural (Roadway) - per square yard. Item No. 2526- 1-1 Pavers, Architectural (Roadway) - per square meter. Item No. 526- 1-2 Pavers, Architectural (Sidewalk) - per square yard. Item No. 2526- 1-2 Pavers, Architectural (Sidewalk) - per square meter. II . .., . , . 536 GUARDRAIL. (REV 4-11-05) (FA 4-13-05) (1-06) ,.., SUBARTICLE 536-2.5 (Page 609) is deleted and the following substituted: . ,.., 536-2.5 Reflector Elements: Mount reflectors onto the guardrail in accordance with the details shown in the plans and the Design Standards. Provide reflectors that meet the requirements of 993-5. . r, ARTICLE 536-3 (Page 609) is deleted and the following substituted: . ,.., . 536-3 Setting Posts. Set standard length posts vertically to the depth shown in the Design Standards. Set special length posts vertically to the depth shown in the plans. Align and realign posts as necessary, until final acceptance. Where the posts are not set in concrete or mounted on structures, backfill the post holes with suitable thoroughly tamped material. As an alternate method, the Contractor may use a post-driving machine, meeting the approval of the Engineer and capable of driving the posts without damaging them. For guardrail post replacement, backfill and compact the existing hole prior to setting the new post. If driving timber posts, the Contractor may either block out holes in the asphalt for the posts during the asphalt paving operation or cut holes through the asphalt mat prior to the post installation. Blocked out holes or cut holes in the asphalt pavement shall be at least 50% larger than the sectional area of the timber post. After completing driving of the posts patch the area of asphalt around each post with fresh hot bituminous mixture. r, . II . .., . ,..., . ,., . ..., 09/09 01000-120 03-4122.F -