Site work and paving for a civil project in Saint Francisville, Louisiana. Completed plans call for site work for a road / highway; for paving for a road / highway; and water / sewer project.

OJT Goal: 2 Trainees Specbook: 2016 Grading, drainage structures, guardrail, signing, plastic pavement striping, and related work. Parish(es): West Feliciana Federal Number: H012527 Estimated Construction Cost: $1,000,000 to $2,500,000 All questions concerning the plans shall be submitted via the Electronic Plans Distribution Center known as Falcon. All submitted questions will be forwarded by email to the Project Manager and the Project Engineer. Questions submitted within a period of 96 hours prior to the advertised time for the opening of bids, excluding Saturdays, Sundays, and any other legal holidays, may not be answered prior to bidding. Falcon may be accessed via the Internet. From the home page, select BUSINESS Working With DOTD, then select Project Letting Info. On the Construction Letting Information page, select the link, DOTD Plan Room (Falcon); Login to Falcon (or request an ID if a first-time user). Once logged in, you will have access to view Project Information, submit a question concerning the project, and view the plans. To avoid any suggestion that a potential bidder is using the Falcon system to communicate with other potential bidders, DOTD will not post any question or any statement of fact or opinion not made for the purpose of seeking clarification of plans and/or specifications. Any non-questions posted on falcon will be limited to the statement of an issue considered unresolved by a previous DOTD response. LADOT - Local Road Safety Upgrades (W Feliciana) *The value for this project is based on a financial range. The value is listed as the highest possible cost from the range provided by a stakeholder or official project document. Furnish and place Class I base courses on a subgrade layer conforming to Section 305 in accordance with these specifications and in conformance with the lines, grades, thicknesses, and typical cross sections shown on the plans or established by the engineer. Control the selection, placement, mixing, and compaction of materials so that the completed base course is uniform and conforms to plan dimensions and other acceptance requirements. Quality assurance requirements shall be as specified in the latest edition of the Department's publication titled Application of Quality Assurance Specifications for Embankments and Base Course. Unless approved otherwise in writing, use the same type of Class I base course throughout the project in accordance with these specifications. When asphalt concrete or portland cement concrete is specified on the plans, the total thickness of asphalt concrete or portland cement concrete shall be the thickness as indicated on the plans. When the base course material is not specified on the plans, any of the following types may be used: 1. Soil Cement 2. Crushed Stone 3. Asphalt Concrete on Embankment Layer 4. Recycled Portland Cement Concrete 5. Blended Calcium Sulfate For Asphalt Concrete on Embankment Layer, the top half of the base course thickness shall be asphalt concrete. The remaining thickness of the base shall be the same type and construction as the top layer of the underlying embankment, treated layer, or subgrade, or in accordance with Section 203 for placement on existing ground. Do not place raw, untreated material between a treated embankment and the asphalt concrete layer. In areas that are inaccessible for mixing and compacting, such as in turnouts, crossovers, and other isolated or irregular areas, full depth portland cement concrete or full depth asphalt concrete base course may be used in lieu of the specified Class I base course material with approval. When portland cement concrete is used, unless otherwise specified or approved by the engineer, the minimum thickness shall be 6 inches. Portland cement concrete shall be in accordance with Section 706 except asfollows. Portland cement concrete thickness tolerances shall be in accordance with Section 601 and corrected in accordance with 301.16.2.2. Portland cement concrete width corrections shall be in accordance with 301.16.3.2. Any pay adjustment in portland cement concrete shall be in accordance with Table 901-5