14 ATTACHMENT 04 - Laserfiche WebLink

45. No building permit shall be issued or lot sold for any of the new homes within this project until after the new elementary and middle schools, anticipated to be open by fall, 2000, are operational. The project developer may request modification of this condition based on the progress being made on the construction of these new schools with intent that no home shall be occupied until the schools are open. 46. The developer acknowledges that the City of Pleasanton does not guarantee the availability of sufficient sewer capacity to serve this development by the approval of this case, and that the developer agrees and acknowledges that building permit approval may be withheld if sewer capacity is found by the City not to be avail- able. 47. This approval does not guazantee the availability of sufficient water to serve the project. The City shall withhold building permits for the project if at the time building permits are applied for, mandatory water rationing is in effect, unless the City has adopted a water offset program and unless the developer is participating in the program. Notwithstanding the developer's participation in such a program, the City may withhold building permits if the City determines that sufficient water is not available at the time of application of building permits. 48. The developer shall submit a building survey and/or record of survey and a site de- velopment plan in accordance with the provisions of Chapter 18.68 of the Munici- pal 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 develop- ment plan shall include all required information to design and construct site, grad- ing, 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. 49. The paving sections for the on-site pazking and drive azeas 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 dischazge. The minimum slope for concrete gutter shall be 0.5%. Page 9