PC 2001-46 - Laserfiche WebLink

Resolution No. PC-01-46 Page 9 In the event that the assessment mechanism appears to impose economically infeasible levels of costs upon this site, the City agrees to explore alternative financing methods. This agreement shall apply to any alternative City program designed to mitigate long-term traffic levels of service on north Pleasanton freeway interchanges, streets, and/or intersections with/without the 1-680/West Las Positas Boulevard interchange. Additionally, the project developer/property owner acknowledges that: The City of Pleasanton does not guarantee that the existing level of service (LOS) standards will be maintained in perpetuity and that no guarantee is made by the City that it will be responsible for keeping north Pleasanton freeway interchanges, streets, and/or intersections at LOS "D" levels or better. If required by the City, the project developer shall implement a proactive Transportation Systems Management program or other measures required by the City Council to mitigate this project's anticipated traffic impacts. 45. All building and/or structural plans must comply with all codes and ordinances in effect before the Building Department will issue permits. 46. The project developer shall submit a building survey and/or record of survey and a site development plan in accordance with the provisions of Chapter 18.68 ofthe Municipal Code of the City of Pleasanton. These plans shall be approved by the Director of Building Inspection prior to the issuance of a building permit. The site development plan shall include all required information to design and construct site, grading, paving, drainage, and utilities. Specific items to be indicated on the site development plan necessary to construct the improvements are to be in accordance with the City of Pleasanton Private Development Design Guidelines adopted April 15, 1986. 47. The paving sections for the on-site parking and drive areas shall be designed on the basis of an R-Value test and a traffic index to carry the anticipated traffic loads. This design shall be subject to the approval of the Director of Building Inspection. The minimum paving section shall be 2" A.C. on 6" of A.B. The minimum A.C. pavement slope shall be 1%. For pavement slopes of less than 1%, the surface runoff shall be carried in a concrete gutter to an acceptable point of discharge. The minimum slope for concrete gutter shall be 0.5%. 48. A sanitary sewer-sampling manhole shall be provided on each of the sanitary sewer lateral from each building, unless otherwise waived by the Director of Building Inspection.