My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
04101989 Regular Meeting
San-Marcos
>
City Clerk
>
01 City Council Minutes
>
1980 s
>
1989
>
04101989 Regular Meeting
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/1/2007 4:41:10 PM
Creation date
12/2/2003 2:38:41 PM
Metadata
Fields
Template:
City Clerk
City Clerk - Document
Minutes
City Clerk - Type
Regular Meeting
Date
4/10/1989
Volume Book
94
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
42
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 /> § 5-126 BUll.DINGS AND BUll.DING REGULATIONS § 5-127 <br /> be incorporated in a layer in that position, but all such piles or <br /> windrows shall be moved by blading or similar methods. <br /> Compaction of embankments shall be obtained by the method <br /> hereinafter described as "ordinary compaction." <br /> (d) Ordinary compaction. When the "ordinary compaction" method <br /> is specified, the following provisions shall apply: depth, and shall <br /> be compacted until there is no evidence of further compaction, in <br /> accordance with provisions governing ttrolling." Prior to and in <br /> conjunction with the rolling operation, each layer shall be brought <br /> to the moisture content ordered by the engineer, and shall be <br /> kept leveled with suitable equipment to ensure uniform compac- <br /> tion over the entire layer. (Ord. No. 1984-71, § 2, 6-13-84; Ord. <br /> No. 1987-144, Pt. 10,11-9-87) <br /> Sec. 5-127. Flexible base. <br /> (a) Generally. Flexible base shall consist of a foundation course <br /> of six (6) inches for surface course or other base courses; shall be <br /> composed of crushed stone or other stone materials; and shall be <br /> constructed as herein specified in one (1) or more courses in <br /> conformity with the typical sections shown on plans and/or grades <br /> established by the engineer. <br /> (b) MateriaL The material shall consist of argillaceous lime- <br /> stone, calcareous or calcareous clay particles, with or without stone, <br /> conglomerate, gravel, sand or other granular materials. The mate- <br /> rial shall be a graded material such that it has sufficient fine <br /> material to bind the base. The material sources shall be approved <br /> by the engineer. <br /> (c) Construction methods. Immediately before placing the base <br /> material, the subgrade shall be checked as to conformity with <br /> grade and section. <br /> Materials deposited upon the sub grade shall be spread and <br /> shaped the same day unless otherwise directed by the engineer in <br /> writing. In the event inclement weather or other unforeseen <br /> circumstances render impractical the spreading of the material <br /> during the first twenty-four-hour period, the material shall be <br /> scarified and spread as directed by the engineer. The material <br /> shall be sprinkled, if directed, and shall then be bladed, dragged <br /> Supp. No. 22 250.21 <br />
The URL can be used to link to this page
Your browser does not support the video tag.