PC-2007-29, PTR-7890, HATSUSHI - Laserfiche WebLink

(HOA) or maintenance association. The curb on the uphill side of the street shall be revised to a standard City curb and gutter. There shall be an eight-foot wide Public Service Easement (PSE) located at the back of curb on both sides of the street. The area within the PSE (on the opposite side of the street as the bioswale) shall be graded at two percent towards the street unless otherwise approved by the City Engineer. There shall be subdrains located under the bioswale. c. Hatsushi Lane (Section B-B) There shall be a 1 1/2-foot wide flat area at the back of curb to allow a passenger to step out of the vehicle without stepping into the bioswale. There shall be openings in the face of curb every 25 feet to allow the storm water in the gutter to flow to the bioswale. The bioswale shall be planted with turf, and irrigated. Maintenance of the bioswale shall be the responsibility of the Homeowners Association or Maintenance Association. The curb on the uphill side of the street shall be revised to a standard City curb and gutter. There shall be an eight-foot wide Public Service Easement (PSE) located at the back of curb on both sides of the street. The area within the PSE (on the opposite side of the street as the bioswale) shall be graded at two percent towards the street unless otherwise approved by the City Engineer. There shall be subdrains located under the bioswale. d. Emergency Vehicle Access Road (Section C-C) The V-ditch shall be changed to a bioswale. The bioswale shall be planted with turf, and irrigated. The retaining wall shall be constructed two feet clear of the roadway. The Homeowners Association or Maintenance Association shall maintain the bioswale, road and retaining wall. There shall be a Public Service Easement (PSE) over the entire width of the EVA Road. e. Vineyard Avenue (Section D-D) The proposed sidewalk shall be revised; there shall a landscaped planter located between the back of curb and sidewalk. The planter width shall vary between 5 and 8 feet. The sidewalk shall be 6 feet wide concrete in accordance with City Standards. The sidewalk shall be installed across the entire project frontage and transition on both ends into the existing sidewalk. There shall be a concrete lined swale located at the back of the sidewalk to intercept any water from the slope bank above. The street right-of-way line shall be relocated to the back of the sidewalk. Additionally, there shall be an eight-foot wide PSE located at the back of sidewalk. The planter area and slope bank shall be landscaped and irrigated to the satisfaction of the Planning Director. 2