My WebLink
|
Help
|
About
|
Sign Out
PC-91- 009
City of Pleasanton
>
BOARDS AND COMMISSIONS
>
PLANNING
>
RESOLUTIONS
>
1990-1999
>
1991
>
PC-91- 009
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
12/2/2008 3:50:40 PM
Creation date
6/8/2005 1:33:37 PM
Metadata
Fields
Template:
CITY CLERK
CITY CLERK - TYPE
RESOLUTIONS
DOCUMENT DATE
2/27/1991
DOCUMENT NO
PC-91-9
DOCUMENT NAME
PUD-90-19
NOTES
MOLLER PROPERTIES
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
52
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
<br />circulation. All fill banks shall be graded at a 3:1 <br />s10pe un1ess engineering analysis can confirm that slopes <br />Up to a maximum of a 2:1 slope will not fail. Landslide <br />repair shall conform to the natural contour. <br /> <br />d. The pIan shall indicate any necessary grading of con- <br />struction access roads. Use of such roads shall be kept <br />to an absolute minimum and shall be subject to review and <br />approval by the Planning Director. <br /> <br />e. Grading and other land alteration for geotechnical or <br />hydrological reasons shall include careful <br />consideration of visual concerns. <br /> <br />f. Any subsequent tentative map shall not significantly <br />increase the graded portion of any lot from that shown on <br />the approved PUD site plan/grading plan, except as <br />modified herein. <br /> <br />15. Slope Stability <br /> <br />a. All landslides which may affect development areas shall <br />be identified, mapped, and catalogued by a geotechnical <br />engineer and certified engineering geologist and included <br />with any tentative application. <br /> <br />b. The depths and lateral dimensions of all bedrock land- <br />slides and large surficial slides which could impact the <br />development under static and seismic conditions shall be <br />determined by surface and subsurface methods which may <br />include drilling and/or trenching. <br /> <br />c. Prior to start of construction, a landslide repair plan <br />shall be prepared by a geotechnical engineer and <br />certified engineering geologist for repair of all on-site <br />landslides and all off-site landslides that could affect <br />development. Specific mitigation measures for each <br />landslide, such as limits of grading and locations of <br />subdrains, shall be provided on appropriate cross <br />sections. <br /> <br />d. If measures in the landslide repair plan would require <br />destruction of heritage trees, the Planning Director <br />shall be immediately notified. All reasonable options <br />should be explored, including possible loss of lots or <br />use of more elaborate engineering methods to minimize the <br />lose of heritage trees. <br /> <br />e. site drainage shall be controlled so that landslides can <br />be minimized. <br /> <br />Resolution No. PC-'1-9 <br />Pehruary 27, 1991 <br />
The URL can be used to link to this page
Your browser does not support the video tag.