CALL BOX SITE IMPROVEMENT TASKS Sample Clauses

CALL BOX SITE IMPROVEMENT TASKS. The following tasks describe the physical work that will need to be undertaken for specific call box sites: Task A: Site Conversions Call box sites requiring conversions are currently either installed in soil (Site Type A), installed in a slope (Site Type B or C), behind K‐rail or guardrails (Site Type E or F) or behind a curb (Site Type L). These call boxes will need to be modified to a site type that meets ADA standards and Call Box Requirements and is appropriate for the current condition of the site according to the list in Attachment A‐2 (Call Box Improvements). If the call box is being relocated to a Site Type M, the Contractor will reinstall the call box at a location adjacent to roadway shoulder or pullout at a minimum distance of eight (8) feet from the edge of traveled way and preferably a minimum distance of ten (10) feet from the edge of traveled way where no dike is located. Do not install in middle of existing pavement or in the middle of a graded shoulder area. Call box signs shall be offset from the center of the pole, if necessary, in order for the closest point on the sign to be a minimum of eight (8) feet from the edge of traveled way. Task B: Pad Replacements Call box Site Type A without a pad or with an existing 3’ x 3’ pad will require a new 5’ x 5’ pad. A 5’ x5’ pad may also be needed to extend the distance from the shoulder to the call box location for Call Box Site Type M so that the call box is eight (8) feet or greater from the edge of traveled ways. The call box pad should be made of fiberglass reinforced polymer concrete manufactured by Armorcast Products Company, or approved equivalent, with a thickness of one inch, a minimum compressive strength of 11,000 PSI and a minimum flexural strength ultimate of 19,000 PSI (Part number A600‐1810 with anchors) as approved by the Agency Call Box Project Manager. The pad will be anchored to the ground with four 15” anchors, one at each corner. The anchors will be cemented into the ground to keep the pad from shifting. Prior to installing the pedestrian pad, Contractor shall prepare the site. The edge of the asphalt concrete shoulder shall be saw cut to create a clean edge to abut the pad against. The sub‐base will be scarified and the top six inches of native material will be compacted to 95% relative compaction (RC). Four inches of Caltrans Class 2 base rock will be placed on top of the sub‐base and compacted to a 95% RC (Attachment A‐4, Construction Specification Details). Postholes wil...
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Related to CALL BOX SITE IMPROVEMENT TASKS

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