PC-98-21 - Laserfiche WebLink

Resolution No. PC-98-21 Page 17 61. The storm water inlet structure near Lot 2 shall have a overland spillway onto the private driveway. The private driveway shall be designed to carry this flow. 62. The proposed fill slopes on Lots 4 and 5 shall have a maximum slope of 3: I unless otherwise approved by the City Engineer. 63. The storm water runoff from each of the lots shall be directed to the public street or other approved storm drain collection system unless otherwise approved by the Building Official and City Engineer. 64. The applicant's engineer shall verify whether the capacity ofthe storm drain swale along the northerly property line and the existing culverts under Foothill Road are adequate to handle the stormwater runoff from the site. The applicant shall mitigate any stormwater problems associated with this development to the satisfaction ofthe City Engineer prior to the approval of the tentative map. 65. The owners ofthe Lots 2, 3, 5, and 6 shall be notified that they will have to acconunodate drainage from the uphill area of the ridge as part of their individual lot drainage plan. Specific reference to these requirements shall be made in the deed for each lot. 66. The applicant shall improve Foothill Road along the project frontage to the satisfaction of the City Engineer. These improvements shall include but not limited to constructing two 13 foot travel lanes, two 6 foot bike lanes and 5 foot wide area behind the western curb graded at a 2 percent towards the street. At the intersection of Foothill Road and the proposed entrance street to the project an additional 12 foot left turn lane and right turn deceleration lane shall be added, along with any necessary transition. The applicant shall dedicate a 8 foot wide public service easement behind the curb of the project street. There shall be no driveway access from the individual lots onto Foothill Road. The developer shall determine the structural section of the existing Foothill Road. If the existing street section is not adequate for the anticipated traffic demand, the street shall be reconstructed. If the street section is adequate, the street shall be overlayed with a minimum of I 1/2 inches of asphalt with fabric. These improvements shall be shown on the tentative map. The applicant may enter into a reimbursement agreement with the City to recover some of the costs of these improvements from other benefiting properties when they develop their properties. 67. All proposed V -ditches shall be constructed of concrete. 68. Any fill slopes over 25 ft. in height shall be monitored for one year before construction is allowed to proceed on the surface.