Site work and paving for a road / highway in Princeton, Wisconsin. Completed plans call for site work for a road / highway; and for paving for a road / highway.

Town Road Improvement Program-local Road Improvement Program The Town of Princeton in Green Lake County Will Be Accepting Sealed Bids for Road Work on Oak Rd., Elm St., and Fox River Dr. Work Will Consist of Gravel Lift, Pulverizing, and Asphalt Pavement. A Second Bid Will Be Accepted for East Court Dr. Work Will Consist of Pulverizing and Asphalt Placement. The Town Reserves the Right to Reject Any and All Bids. Contact Town Chair Allan Weckwerth, W4350 Old Green Lake Rd., Princeton, WI 54968, Email Alweckwerth@gmail.com or 920-295-4057. Oak Road group of roads project. 1. One butt joint with existing asphalt shall be made with Wicks Landing road. 2. Two current intersections will be changed to square the intersection with the roadway. The intersection of Oak Road and Fox River Drive will be reconstructed from a "Y" intersection to a "T" intersection. The intersection of Fox River Drive and Elm Street will be shifted from skewed closer to a 90 degree intersection. There is plenty of existing road right of way. A small depression should be left for water collection.The changed intersection of Elm Street and Fox River Drive will require installation of a new squashed 15 inch steel culvert up to 60 feet long with endwalls installed. 4. The existing asphalt road is 18 feet wide. Current State road standards require 20 feet wide, therefore the roadway edge needs to be plowed out removing sod shoulders two feet wide and 4 inches down and carried away replacing with about 300 ton of 1 1/4 inch crushed limestone. 5. The asphalt road top will be 20 feet wide with two feet wide reground asphalt shoulders on both sides of the newly laid asphalt. 6. A 4 inch gravel lift will be added to the existing roadway using about 3600 ton of 1 1/4 inch crushed limestone aggregate which shall be in conformance with WisDOT standard specs. The gravel mat will be 24 feet wide. 7. The existing roadway shall be pulverized, which consists of constructing base coarse utilizing in place pulverizing and relaying of material. The existing asphalt surface shall be pulverized full depth, and to a minimum of 97% passing through a 2" screen. The relaid material shall be compacted, watered, and relaid to meet DOT specs. 8. A hot mix asphalt mat 20 feet wide will then be placed over the final graded aggregate mat. There will be two layers placed. The first layer will be a 2 inch binder coarse. The binder coarse will be paver laid sufficiently crowned in the center. About 1515 tons of hot mix asphalt will be supplied, placed, and compacted over the previously laid aggregate mat. 9. A second final hot mix asphalt mat will be laid over the binder coat. The second final coat will be 2 inches thick, paver laid. About 1515 tons of hot mix asphalt will be supplied, placed, and compacted over the binder coarse. 10. Reground asphalt shoulders will then be placed next to the previously laid asphalt road. 2 foot shoulders on both sides will be placed. Approximately 600 ton will be used supplying, placing, and compacting the shoulders conforming to WisDOT specs for gravel shoulders