PC-98-63 - Laserfiche WebLink

Engineering Requirements: 51. The width of the driveway entrance from V alley Avenue shall be reduced to forty feet (40' 0"). Both sides of this driveway entrance shall be constructed with curved "returns". The design of this driveway shall be submitted for review and approval by the Planning Director and the City Engineer before issuance of a building per- mit. 52. The driveway entrance from Santa Rita Road to the service station site and the driveway entrance to the Amador Shopping Center shall be constructed with curved "returns". The design of these driveways shall be submitted for review and approval by the Planning Director and the City Engineer before issuance of a building permit. 53. The property owner shall dedicate in fee title to the City of Pleasant on, an approxi- mate nine-foot (9' 0") wide strip of land the entire length of the site's Valley A ve- nue frontage for a right-turn lane from eastbound Valley Avenue to southbound Santa Rita Road. The construction of the street widening including curb, gutter, sidewalks, street trees, and irrigation to said trees shall be the project developer's responsibility and shall be executed in conjunction with construction of this pro- ject. The City of Pleasant on shall be responsible for the costs involved to relocate the existing traffic signal including the installation of detector loops, signal control boxes, and, potentially, a new signal mast. Improvement plans for the turn-lane shall be prepared by the project developer and submitted to the City Engineer for review and approval in conjunction with the building permit application. The right-of-way dedication shall be executed between the project developer and the City prior to issuance of a building permit. 54. All utilities shall be installed underground. 55. 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 two inches (2") of asphalt concrete (A.C.) on a six inch (6") asphalt base (A.B.). The minimum A.C. pavement slope shall be one percent (I %). For pavement slopes less than I %, 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%. Planning Commission Conditions of Approval Case PUD-97-14 (Chevron) July 29. 1998 Page 9 of 13