My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
SU0002217
Environmental Health - Public
>
EHD Program Facility Records by Street Name
>
T
>
THORNTON
>
14749
>
2600 - Land Use Program
>
UP-99-13
>
SU0002217
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
11/9/2022 4:19:56 PM
Creation date
9/9/2019 10:35:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0002217
PE
2626
FACILITY_NAME
UP-99-13
STREET_NUMBER
14749
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
95240
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
14749 N THORNTON RD
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\T\THORNTON\14749\UP-99-13\SU0002217\APPL.PDF \MIGRATIONS\T\THORNTON\14749\UP-99-13\SU0002217\CDD OK.PDF \MIGRATIONS\T\THORNTON\14749\UP-99-13\SU0002217\EH COND.PDF \MIGRATIONS\T\THORNTON\14749\UP-99-13\SU0002217\EH PERM.PDF
Tags
EHD - Public
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
167
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
it is desirable . to place all concrete .immediately °after any <br /> f excavation. The intent is -to -mimimize the time the -excavation <br /> .-is exposed to ..the air and to -prevent the .native material from <br /> drying out. In any case, .soils -exposed during the summer months <br /> --should be kept continuously moist by .sprinkling until concrete <br /> -and fill materials are placed. <br /> Adjacent finish grade should be sloped a minimum of one <br /> per cent away from all slab areas -to preclude ponding of water <br /> i _.adjacent to the -slab. <br /> Control and Testing: A representative from our firm should <br /> be present at -the site during -earthwork operations such -as strip- <br /> -ping, excavation, backfill and compaction. 'The representative <br /># can -provide the necessary control and compaction testing so that <br /> certification of conformance to project specifications can be <br /> given. These additional services :are not a part of this contract. <br /> 'CONCLUSIONS AND LIMITATIONS ' . <br /> -The recommendations made in .this -.report are based on the i <br /> i <br /> assumption that soil conditions do not vary significantly from <br /> -those disclosed in the borings. __The recommendations also assume <br /> M �. <br /> - that -water is not allowed free access to the foundation or slab . i <br /> i <br /> areas. If any -variations -or undesirable conditions are encountered <br /> .during construction, the Soils Engineer should be notified so that <br /> „supplemental recommendations can be -made. <br /> -The conclusions of this report are based on the information € <br /> --provided regarding the proposed construction, as well as the <br />} <br /> -6- k. <br />
The URL can be used to link to this page
Your browser does not support the video tag.