My WebLink
|
Help
|
About
|
Sign Out
RES 88275
City of Pleasanton
>
CITY CLERK
>
RESOLUTIONS
>
1980-1989
>
1988
>
RES 88275
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/5/2012 12:08:54 PM
Creation date
12/2/1999 11:50:57 PM
Metadata
Fields
Template:
CITY CLERK
CITY CLERK - TYPE
RESOLUTIONS
DOCUMENT DATE
6/21/1988
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
22
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
GEOTECHNICAL CONSULTANTS, INC. <br /> <br /> Michael J. Merrill <br /> James R. Mullen <br /> <br /> City of Pleesanton June !~, 1988 <br /> 200 Old Bernal Avenue Project 88232 <br /> Pleasanton, CA 5~1566 <br /> Exhibit "A" <br /> <br /> Attention: Mr. Mike Black <br /> Civil Engineer <br /> <br /> Gentlemen: <br /> GEOTECI-141CAL EXPLORATION <br /> A!',I3 ENGIhEERING STUDY <br /> PROPO~_,D SOUri:)WALL <br /> FOOTHILL ROAD <br /> PLEASANTON, CALIFORNIA <br /> <br />As requested, we are submitting this scope of work for geotechnic~l engineering services in <br />conjunction with design of a soundwoll along a portion of Foothill Rood. The purposes of our <br />study will be to explore the subsurfece conditions at the site end to provide opinions end <br />recommendations regarding foundation types crKJ depths for the proposed structure, and other <br />geotechnicol aspects of the project. We have visited the site end I~ve conducted e preliminory <br />review of references regarding the geology in the site vicinity. <br /> <br /> PROJECT DESCRIPTION <br />The proposed soundwall is to be constructed along the east right-of-way line of Foothill Rood <br />between Stoneridge Drive and Ashwood Drive. It is our understanding that the wall will be of <br />masonry construction and will consist of three (3) sections with a total length of 6,000 feet. <br /> <br />No specific information regarding deed loads and wind loads is presently available; however, we <br />anticipate that loads will be light based on the proposed type of construction. The site is <br />relatively level and we anticipate that earthwork at the site will be limited to the excavation <br />and filling necessary to achieve the desired grade for placement of foundations. <br /> <br />SCOPE OF WORK <br /> <br />We propose to explore the subsurface conditions at the project site by drilling approximately <br />sixteen (I 6) exploratory borings to depths of approximately ten (10) feet. The final number and <br />depths of exploratory borings will be determined during the field exploration. Drive samples <br />will be taken during drilling operations, sealed in the field and returned to our laboraory for <br />additional examination and testing. <br /> <br /> 120 Spring Street · Pleasanton, CA 94566 · (415) 462-7080 <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.