PC-92-16 - Laserfiche WebLink

30. storm water runoff from each lot shall be directed to the street or an approved storm drain system unless otherwise approved by the Building Official and City Engineer. 31. The project engineer shall verify that the capacity of the storm drain swale along the northerly property line and the existing culverts under Foothill Road are adequate to handle the storm water run-off. To the satisfaction of the city Engineer, the developer shall mitigate any storm water/storm drainage problems which may result from the project. 32. All proposed v-ditches shall be constructed of concrete. 33. The owners of lots adjacent to open space areas shall be notified that any storm water run-off from these areas onto their lots shall be handled by the individual lot drainage system. Specific reference to these requirements shall be made in the deed for each lot, and in the project architectural design guidelines. 34. Prior to approval of the tentative map, the typical street section for the loop road and cul-de-sac shall be revised to show: a. a minimum street width of 28 feet from gutter flow line to gutter flow line; b. a sidewalk width of five (5) feet on one side of the street; c. an eight (8) foot wide public service easement behind the sidewalk or curb (whichever is applicable), of which the five (5) feet nearest the curb or sidewalk shall be graded a 2% towards the street. There shall be no on-street parking. 35. Prior to approval of the tentative map, the street section of the entrance road shall be revised to show and eight (S) foot wide public service easement on both sides of the street. 36. Prior to tentative map approval, the map shall show a typical section for the 20 foot wide private driveway(s). 37. The developer shall improve Foothill Road along the length of the project frontage to the satisfaction of the city Engineer. All improvements shall be shown on the tentative map and shall include, but may not be limited to: a. Two fourteen foot wide travel lanes; b. Two six foot wide bicycle lanes; c. One eight foot wide gravel shoulder;