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2284
City of Pleasanton
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2284
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Last modified
7/18/2008 10:34:46 AM
Creation date
7/30/2007 10:32:31 AM
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CITY CLERK
CITY CLERK - TYPE
RESOLUTIONS
DOCUMENT DATE
3/9/1983
DOCUMENT NO
2284
DOCUMENT NAME
TRACT 4805
NOTES
CASTLEWOOD PROP.
NOTES 2
SUBDVISION OF 6.05 ACRE PARCEL
NOTES 3
SW. CORNER OF INTER. OF VINEYARD AVE. AND PICO AVE.
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7, That the minimum grade for gutter flowlines in <br />public streets be set at 0.58 unless otherwise <br />approved by the City Engineer. Grades less than <br />0.58 down to 0.38 shall require special approval, <br />submittal of as-built grade sheets, and controlled <br />flow testing, <br />8, That all existing wells, septic tanks or holding <br />tanks on the site be properly sealed, filled and <br />abandoned prior to the start of grading operations <br />unless Zone 7 retains specific wells for observation <br />wells, or special approval is obtained from the City <br />Engineer for temporary use of an existing well for <br />construction water, <br />9, That the haul route for all materials to and from <br />this development be approved by the City Engineer <br />prior to approval of the final map or the start of <br />any construction. <br />_ 10, That the developer submit an erosion and sedimentation <br />control plan or procedure as part of the improvement <br />plans prior to the approval of the final map, <br />11, That the developer submit a dust control plan or <br />procedure as part of the improvement plans prior to <br />approval of the final map. <br />12, That storm drainage swales, gutters, inlets, outfalls <br />and channels not within the area of a dedicated public <br />street or public service easement be privately <br />maintained by the property owners or through an <br />association approved by the City. <br />13. That approval of the water supply and distri- <br />bution system be withheld pending final design <br />and until the developer has demonstrated to the <br />satisfaction of the City Engineer that the proposed <br />system meets both the immediate and long-range <br />requirements for supplying water in this area. <br />A-2 <br />
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