Site work and paving for a mixed-use development in Mankato, Minnesota. Completed plans call for site work for a road / highway; for paving for a road / highway; sidewalk / parking lot; and sidewalk / parking lot.

Full Depth Reclamation SY 16940 Type SP 12.5 Wear CRS Mix (3,c) 1.5" Thick SY 17017 Type SP 12.5 Wear CRS Mix (3,c) 2" Thick SY 256 Type SP 19.0 Non Wear CRS Mix (3,c) 2.5" Thick SY 17017 Prefabricated Modular Block Wall SF 4862 4" Concrete Walk SF 4904 5" Concrete Walk SF 290 6" Concrete Walk SF 7519 Question Deadline 06/16/2024. All questions about the meaning or intent of the Bidding Documents are to be submitted to the City Engineer in writing. Interpretations or clarifications considered necessary by City Engineer in response to such questions will be issued by Addenda mailed or delivered to all parties recorded by City Engineer as having received the Bidding Documents. Questions received less than five days prior to the date for opening of Bids may not be answered. Only questions answered by Addenda will be binding. Oral and other interpretations or clarifications will be without legal effect. Location Details City: Mankato County: Blue Earth State/Province: MN . Description of Work 1. Excavate trench for pipe installation. 2. Stabilize trench and install pipe bedding materials. 3. Place backfill material in trench. 4. Material use designation: a. Granular foundation: Placed below bottom of pipe grade as replacement for unsuitable of unstable soils, to achieve better foundation support. b. Granular bedding: Placed below pipe springline prior to pipe installation to facilitate proper shaping and to achieve uniform pipe support. c. Granular encasement: Placed below an elevation one foot above top of pipe, after pipe installation, for protection of pipe and to ensure proper filling of voids or thorough consolidation of backfill. d. Granular backfill: Placed below top of subgrade of road as second stage of backfill to minimize trench settlement and provide support for surface improvements. e. In each case above, unless otherwise indicated, the lower limits of any particular zone shall be the top surface of the next lower course constructed. The upper limits of each zone are established to define variable needs for material gradation and compaction or void content, taking into consideration the sequence of construction and other conditions. The material use and zone designations described shall only serve to fulfill the objectives and shall not be construed to restrict the use of any particular material in other zones where the gradation requirements are met.