ORD 1840 - Laserfiche WebLink

58. The final grading plan shall include information on pad and finished floor elevations, proposed and existing contours, and top and bottom spot elevations along any retaining walls and exterior walls of the structure. 59. The applicant shall design a drainage system which directly ties into an approved storm drain system. The applicant shall provide the design of this storm drain connection on the final grading and storm drainage plan for review and approval by the City Building Official, Planning Director, and City Engineer prior to the issuance of a building permit for this project. 60. All building and/or structural plans must comply with all codes and ordinances in effect before the Building Department will issue permits. 61. All retaining walls higher than four feet measured from the top of the wall to the bottom of the footway shall be constructed of reinforced concrete or shall be an approved crib wall type. Calculations signed by a registered civil engineer shall accompany the wall plans. 62. 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 of the 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. 63. 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%. 64. 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. 65. Prior to issuance of a building permit, the project developer shall pay the applicable Zone 7 and City connection fees and water meter cost for any water meters, including