Res 2008-100 - Laserfiche WebLink

Home Browse Search

lateral earth pressures, behind-the-wall drainage requirements and sliding resistance; and v) geotechnical parameters for the water line to consist o£ 1) excavation potential; 2) construction slopes; 3) OSHA soil classification; 4) recommendation for utility backfill and bedding in conformance with the City of San Marcos Design and Construction Standards; and 5) actual design, installation and performance of trench excavation systems are the responsibility of the contractor. vi) Assessment of Chestnut Street to carry additional traffic and recommendations for improvement to extend the necessary pavement life. 1.2.6 Review outfall issues related to the San Marcos River and the Edwards Aquifer as required. This task will be coordinated with the environmental review of the Project. 1.2.7 Perform a traffic analysis to include the following elements: a) Collect Traffic Volume Data, to include: i) Perform bi-directional 24-hour traffic volume counts during a typical weekday at the following locations to document existing traffic data: 1) LBJ Drive, south of Sessom Drive; 2) LBJ Drive, north of Holland Street; 3) Holland Street, west of Chestnut Street; 4) Sessom Drive, east of LBJ Street; 5) Sessom Drive, west of LBJ Street; 6) LBJ Street, north of Walnut Street; and ii) Perform turning movement counts from 7:00 a.m. until 9:00 a.m. and from 4:00 p.m. until 6:00 p.m. at the following intersections to document existing traffic data: 1) LBJ Drive and Sessom Drive; 2) LBJ Drive and Chestnut Street/Forest Drive; 3) LBJ Drive and Acorn Street; 4) LBJ Drive and Walnut Street; 5) LBJ Drive and Cardinal Street; 6) LBJ Drive and Ramsay Street; 7) LBJ Drive and Younger Street 8) LBJ Drive and Holland Street; 9) Chestnut Street and Acorn Street; 10) Chestnut Street and Walnut Street; 11) Chestnut Street and Younger Street; 12) Chestnut Street and Windmill Drive; 13) Chestnut Street and Ridgeway Drive; 5