PROJECT TYPE; MAJOR COMPONENTS. The project consists of the acquisition of 16.31 acres of agricultural and forested wetland. The current farmland will be returned to its natural state and the project will be managed as a riparian corridor, wetlands preserve, and native wildlife habitat.
PROJECT TYPE; MAJOR COMPONENTS. The project consists of base repairs, asphalt resurfacing, berming, and pavement markings. See engineer's estimate in project application for approved bid items and quantities.
PROJECT TYPE; MAJOR COMPONENTS. This project consists of asphalt concrete base course, intermediate course, and surface course, pavement planing, concrete curb and gutters, concrete drive approaches, water services, storm sewers, catch basins and storm manholes. See engineer's estimate in project application for approved bid items and quantities.
PROJECT TYPE; MAJOR COMPONENTS. The project consists of stabilizing the south embankment with drilled piles and concrete grade beam. Replacement of the headwalls and wing walls of the 48" culvert. Extending inverted end of pipe approximately 20'. Full depth reconstruction of the pavement and subgrade per the standards and specifications of the County Engineer. See engineer's estimate in project application for approved bid items and quantities.
PROJECT TYPE; MAJOR COMPONENTS. The Riceland project consists of replacing an existing force main and providing a future connection to replace an existing WWTP. The Lake Harmony project consists of manhole repair/replacement and sanitary sewer line replacement/repair and tank joint repairs; fixed media decking, baffles, weirs replacement; and dosing pumps and valves replacement at the WWTP. See engineer's estimate in project application for approved bid items and quantities.
PROJECT TYPE; MAJOR COMPONENTS. The project consists of installing a 12-inch waterline to replace an 8-inch line, and includes service reconnections. See engineer's estimate in porject application for approved bid items and quantities.
PROJECT TYPE; MAJOR COMPONENTS. The project is for resurfacing with bituminous asphalt concrete and will allow the Village to bring these streets into compliance with current Village code, which requires all streets to be paved with a durable, impervious, dust-free surface. The replacement waterline will be a 10" diameter PVC line, which is planned for eventual extension to the Water Treatment Plant to provide a new, more stable, main supply line for the water distribution system. The existing, more fragile, cast iron waterline in this area is susceptible to breaks from the heavier truck and equipment traffic on these two streets. New main line valves will be added to better isolate and redirect water flows to the distribution system as necessary, should a break occur along the other existing 6" supply line. The increase in waterline size should eventually also benefit the Village's fire flows throughout the distribution system. See engineer's estimate in project application for approved bid items and quantities.
PROJECT TYPE; MAJOR COMPONENTS. The project consists of milling and filling the pavement and full depth repair on south side of the street. Storm water improvements include 11 catch basins, 2 grate inlets, and 22' 12" pipe. Drive aprons to be included on both north and south side of the street where there are existing drives. Sidewalks to be 5' wide for entire length of the project on north side of street. Curbs will be 6" for entire length of project. See engineer's estimate in project application for approved bid items and quantities.
PROJECT TYPE; MAJOR COMPONENTS. The project will consist of full depth pavement repair, planing 1" and then adding 2" intermediate course and finally a 1.25" surface course; reconstruction of the treated shoulder and new pavement markings. See engineer's estimate in project application for approved bid items and quantities.
PROJECT TYPE; MAJOR COMPONENTS. In an effort to reduce storm water flow to a single discharge point, a plan has been proposed to install storm sewer conduits from the corner of Seneca Street, going east approximately 1,100 feet, and discharging into Xxxxx Creek. The installation of the conduits will essentially split the storm water system in two opposite directions and create an additional discharge point, thus alleviating the current congestion. The Downtown Enterprise District (D.E.) is specifically impacted due to the low elevation of the streets and buildings. The entire south-side of the Village storm water system flows to the xxxxxx xxxxx xx Xxxxx 0xx Xxxxxx in the heart of the D.E. District. This District has seen continuous damage to business and property, with water levels reaching as high as 6 inches during moderate to heavy rain events. See engineer's estimate in project application for approved bid items and quantities.
