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PC-88- 88
City of Pleasanton
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PC-88- 88
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Last modified
7/18/2008 10:35:22 AM
Creation date
9/25/2007 12:23:17 PM
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CITY CLERK
CITY CLERK - TYPE
RESOLUTIONS
DOCUMENT DATE
8/10/1988
DOCUMENT NO
PC-88-88
DOCUMENT NAME
PUD-85-15-2D
NOTES
CURRIN CONSTRUCTION CO. AND TIMM DEVELOPMENT, INC.
NOTES 2
FINAL DEVELOPMENT PLAN APPROVAL FOR 80LOTSINGLE FAMILY DEVON APPROX 262 ACRE SITE
NOTES 3
W. SIDE FOOTHILL RD. 3,100 FEET S. OF BERNAL AVE.-FOOTHILL RD. INTERSECTION
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25. Storm drain swales, gutters, V-ditches, channels, natural <br />ravines not within the area of a dedicated public street or <br />public service easement approved by the City Engineer shall be <br />privately maintained by the property owners or through an <br />Association approved by the City. <br />26. The on-site storm drain conduit inlets and outfalls shall be <br />public and maintained by the City, unless otherwise approved <br />by the City Engineer. <br />27. The on-site sanitary sewer system, potable water system and <br />fire protection system shall be public and be maintained by <br />the City, unless otherwise approved by the City Engineer. <br />28. A Public Service Easement shall be dedicated to the City over <br />all utilities to be maintained by the City. The width of said <br />PSE will be determined by the City Engineer at the tentative <br />map stage. <br />29. All weather access shall be provided to all public utility <br />systems. <br />30. If required by the City Engineer, a water main shall be <br />installed along the emergency vehicle access road from the end <br />of E Court to A Street. This water main shall run parallel <br />with the sanitary sewer main. <br />31. The developer/owner shall pay its pro-rata share of <br />constructing a new booster pump station on Longview Drive. <br />The amount of this share shall be determined by the City <br />Engineer prior to the final map stage of this project. <br />32. The developer/owner shall construct a water reservoir at the <br />770-foot elevation and interconnect the new reservoir with the <br />City's existing 770 reservoir near Longview Drive. The size, <br />location and type of reservoir shall be approved by the City <br />Engineer. <br />33. The recommendations of the Geologic and Seismic Hazards Evalu- <br />ation, Preliminary Soil Investigation, and Supplemental infor- <br />mation prepared by Applied Soil Mechanics, Inc. for this <br />project and those of the City's reviewer, Mr. David Carpenter, <br />contained in a letter received July 19, 1988, shall be <br />incorporated into the design of this project, except that the <br />recommendation to install a subdrain under the sanitary sewer <br />not be followed. The subdrain should either be installed <br />under the water main or in a separate trench. The City <br />Engineer shall determine, prior to the final map approval, <br />which items listed as "should," "may be required," "may be <br />considered" or "it is recommended" in the soils report will <br />be required. <br />
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