Work shall generally include pressure washing all project-specific locations, including repairing and/or straightening loose pavers as necessary. Broken original pavers shall be replaced using city stock first if approved by the City’s Project Manager. Newer pavers shall be furnished by the Contractor in accordance with project specification requirements. Sunken or raised areas shall be regraded, recompacted to 98% of the maximum density per ASTM D1557, and reinstalled over paver base or lime rock road base and 3/4 to 1” of concrete setting sand. Contractor shall provide all required fill or haul off any excess fill or debris as necessary. Newly installed polymeric sand between joints shall be appropriate for the joint width and properly compacted after installation with a vibratory paver roller or other means appropriate for the installation.
