Site work and paving for a sidewalk / parking lot in Junction City, Kansas. Completed plans call for site work for a sidewalk / parking lot; and for paving for a sidewalk / parking lot.

Pedestrian & Bicycle Paths. Spring Valley Rd Fr Valley Dr To Ash St and Valley Dr Fr Hickory Ln to E of Forest Park Ln in the Junction City in Ge Co. Lgth is 0.308 Mi. Project Number: 031 TE 0522-01 Federal Project Number: TA-T052(201) County: Geary Pedestrian and Bicycle Paths Working Days: 55 Latest Starting Date: JUNE 25, 2025 DBE GOAL FOR THIS CONTRACT IS 0.00% Question Deadline 12/16/2024 at 12:00 PM CT The cutoff for asking questions will be noon on the Monday before the Letting. All questions will be answered and all addendums will be sent no later than noon on the Tuesday before the letting. KSDOT - 223 - Pedestrian and Bicycle Paths This work shall consist of the cleaning and sealing of existing cracks in HMA and bituminous concrete surface course as directed by the MCCPC in accordance with 401.03.02 of the Standard Specifications. This specification covers the quality, composition and gradation requirements of aggregates for hot mix asphalt (HMA) on QC/QA projects. This specification covers aggregate for backfill. Use this when structures, pipe, mechanically stabilized earth (MSE) walls (panel or modular), underdrain, permeable or crushed stone backfill requirements are specified in the Contract Documents. This specification covers stone for the following uses: o Riprap o Aggregate Ditch Lining (D50) o Filter Course o Flumes, Flume Drains and Slope Drains o Tree Wells or Cribs o Shot Rock o Granular Drainage Blanket o Sediment Basin Risers Where referred to, quarried stone is defined as limestone, dolomite, calcite cemented sandstone, rhyolite, quartzite, basalt and granite, removed from naturally occurring formation by standard extraction and sizing methods. Recycled PCCP may be used for Riprap, Ditch Lining, and Shot Rock, provided the respective Soundness and Wear requirements are met. This specification covers the following five types of products: a. Joint compound for filling and sealing joints in concrete and vitrified clay pipe. b. Flexible gasket type joint material for filling and sealing joints in concrete and vitrified pipe. c. Factory molded joint rings for use on standard or extra strength clay pipe. d. Materials for sealing joints in cast iron pipe. e. Expanded closed-cellular rubber gaskets for filling and sealing joints in reinforced concrete pipe and boxes used for drainage and storm water lines. Elastomeric concrete is composed of a two-part rapid curing polymer binder material, aggregate and other ingredients as recommended by the binder manufacturer. Elastomeric concrete exhibits flexibility, suitable load carrying characteristics, ozone resistance, ultra-violet resistance and is not prone to cracking or spalling when exposed to ambient air temperatures of -30 o F and warmer. This specification covers the following types of pads and bearings for use on bridge seats: o Plain Elastomeric bearing pads are non-reinforced pads consisting of elastomer only. o Steel reinforced elastomeric bearings consist of layers of elastomer restrained at their interfaces by bonded, non-elastic laminates. Provide bearings with the dimensions, material properties, elastomer grade and type of laminates shown in the Contract Documents. o Polytetrefluoroethylene (PTFE)/elastomeric bearings consist of a stainless steel sliding plate and a steel reinforced elastomeric bearing. Bond a stainless steel or structural steel back-up plate to the top of the steel reinforced elastomeric bearing. Bond the other side of the back-up plate with a layer of teflon. o Steel bearings consist of rocker, roller and sliding bearings. o Pot and disc bearings consist of a circular, non-reinforced neoprene, elastomer, or rubber pad, of relatively thin section. For a pot bearing, this pad is confined and sealed in a stell pot or hydraulic cylinder. For a disc bearing, this pad is not confined. o Spherical bearings consist of bearing with spherical elements for unidirectional deflection rotation.