Site work for a road / highway in Lake Elmo, Minnesota. Completed plans call for site work for a road / highway.

Citywide project - See location maps in Project Manual. 88,700 LBS of Crack Sealing in the City of Lake Elmo 441,000 SY of Seal Coating in the City of Lake Elmo. CRACK SEALING A. Rout, clean, dry, seal, and overband existing bituminous cracks in the streets shown in these plans and specifications. Omit routing for cracks with existing crack fill material. SEAL COATING A. Place signs indicating "No Parking-Seal Coating Tomorrow" or similar language. Notification must be provided at least 24-hours but not more than 36-hours in advance of work. B. Place signs indicating "Loose Gravel" on each street to be seal coated (locations to be approved by the Engineer). All signs shall be installed prior to the commencement of seal coating operations. The Contractor shall remove said signs within 48 hours of completing all sweeping of excess aggregate. C. Sweep the streets clean and free of debris before the bituminous application. Streets must be free from any standing water before the bituminous application. D. Place sand or felt over gate valves and manholes before placing bituminous material on streets. The sand or felt will be supplied by the Contractor. E. Delineate existing pavement markings along all streets (pavement markers to be approved by the Engineer). Protect existing preformed thermoplastic pavement markings. F. Place the bituminous material. G. Place the cover aggregate. H. Roll the surface with pneumatic tired rollers. I. Remove protection from existing thermoplastic pavement markings. J. Pick up sweep and properly dispose of the excess cover aggregate and general cleanup. Excess aggregate shall be swept up no sooner than five (5) days after the seal coat application, depending on the breaking and curing of the asphalt, as determined by the Engineer. 5 days following the seal coat, the contractor shall perform an initial sweep of the project area to remove surplus aggregate unless otherwise directed by the engineer. 30 days following the initial sweeping, the Contractor shall sweep off the remaining surplus aggregate over the project area. All surplus aggregate shall be swept up by the Contractor as determined by the Engineer. All required sweeping events shall be considered incidental to the Contract with no additional compensation. The surplus aggregate swept from the streets shall be the responsibility of the Contractor.