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PC 2002-55
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PC 2002-55
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Last modified
7/30/2007 4:52:22 PM
Creation date
4/16/2003 8:45:55 PM
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CITY CLERK
CITY CLERK - TYPE
RESOLUTIONS
DOCUMENT DATE
8/28/2002
DOCUMENT NO
PC 2002-55
DOCUMENT NAME
APPLICATION OF TTK PARTNERSHIP
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13. The width of the public trail shown on Sheet 2 -Conceptual Grading and Utility Plan <br />shall be revised to vary from three feet to six feet based upon location. The section shall <br />be shown on the improvement plans to the satisfaction of the Planning Director and the <br />City Engineer before City Council approval of the final subdivision map. Unless other- <br />wise approved by the Planning Director, the project developer/subdivider shall install the <br />trail with the last phase of subdivision improvements. <br />14. The project developer/subdivider shall secure an encroachment permit from Alameda <br />County before beginning any work in the Happy Valley Road/Alisal Street right-of--way. <br />15. The following typical street sections shall be revised as follows: <br />a. Public Street Typical Section: <br />The street right-of--way shall have a minimum width of 25 feet measured from the <br />back of curb. The street shall have driveway type openings to the private drive- <br />ways (roads) and the Emergency Vehicle Access Road (EVA). The street shall be <br />posted for no parking. There shall be an eight foot wide Public Service Easement <br />(PSE) located on both sides of the street right-of--way, five feet of which shall be <br />graded at 2% towards the street (except the downstream side of the section be- <br />tween station 8+00 to 13+00). The typical side slope shall be a 3:1 maximum. The <br />street section with the straight cross slope (section between station 8+00 to 13+00) <br />shall have an 18 inch wide flush curb at the downstream side of the street. Storm <br />water shall be allowed to sheet flow from the street directly to the natural Swale. <br />b. The Typical Private Driveway Section: <br />The driveway section shall have an 18 inch wide flush curb at the downstream side <br />of the driveway. Storm water shall be allowed to sheet flow from the private <br />driveway directly to the natural Swale. The typical side slope shall be a 3:1 maxi- <br />mum. The water and sewer lines within the driveway shall be public and main- <br />tained by the City. The street and storm drain shall be private and maintained by <br />the Homeowners Association or individual property owners. There shall be Public <br />Service Easement (PSE) located across the entire width of the driveway and ex- <br />tending eight feet into the adjoining lots. <br />c. Access Road Section (EVA): <br />The access road shall have a straight cross slope, be paved, and have a standard <br />curb and gutter on the down-hillside. The structural section of the road shall sup- <br />port the Fire apparatus and maintenance vehicle as determined by the City Engi- <br />neer. There shall be a gate installed near the public street. The minimum outside <br />radius of the road shall be 55 feet. The maximum grade of the driveway shall be <br />15%, except at road intersections where the grade shall not exceed 7%. <br />Final Conditions of Approval Page 3 of 7 Planning Commission (August 28, 2002) <br />
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