My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2001-38
Clerk
>
Resolutions
>
PLANNING COMMISION
>
2001
>
2001-38
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/3/2012 12:56:15 PM
Creation date
12/17/2010 10:40:34 AM
Metadata
Fields
Template:
PBA
Doc Type
Resolution
Doc #
SPR01-05
Date
8/13/2001
Notes
200 N Cabrillo Park Dr
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
7
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).
View images
View plain text
CGN: 8/2/01 <br />preferential rates or locations for ride pools. The project Should provide <br />incentives for working and living within the local area. <br />9. Provide mass transit accommodations such as bus turnout lanes, park <br />and ride areas, and bus shelters. The project should provide mini-buses <br />for individuals working in these buildings. <br />10. Encourage formation of vanpools with company vehicles or subsidy and <br />encourage public transit with free transit-passes. Work with OCTA to <br />expand scheduled bus service and implement long-term public <br />transportation projects. Evaluate for subscription bus service for areas <br />where there are large concentrations of employees. <br />11. Encourage employers to provide staggered work schedules; flex-time, <br />compressed work weeks or other non-traditional work scheduling. <br />12. The grading and foundation plans, including foundation loads, shall be <br />reviewed by a Registered Soils Engineer. <br />13. Prior to excavation of the project site, a soils test must be conducted by <br />a Registered Soils Engineer to determine specific site constraints and <br />appropriate mitigation measures. <br />• 14. All grading and earthwork shall be performed under the observation of a <br />Registered Geotechnical Engineer in order to achieve proper subgrade <br />preparation, selection of satisfactory materials, and placement and <br />compaction of all structural fill. <br />15. The Soils Engineer shall be notified in the event that subsurface <br />conditions are exposed during construction which are significantly <br />different from those described in geotechnical investigation. <br />16. If necessary, site preparation or foundation work must be completed to <br />correct potential differential compaction and expansive soil conditions, <br />according to accepted engineering standards. <br />17. Mitigation of potential settlement can be achieved in a variety of ways <br />depending on the particular earth materials present and the type of <br />development to be achieved. For high-rise structures, special <br />foundations, caissons, or piles may be needed to avoid the potential for <br />differential or excessive settlement. <br />18. The developer shall install a drainage system that adequately accepts <br />and conveys runoff from the site to regional storm drain facilities. <br />• <br />
The URL can be used to link to this page
Your browser does not support the video tag.