My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Res 1995-159
San-Marcos
>
City Clerk
>
03 Resolutions
>
1990 s
>
1995
>
Res 1995-159
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/24/2007 2:04:03 PM
Creation date
6/26/2007 4:29:14 PM
Metadata
Fields
Template:
City Clerk
City Clerk - Document
Resolutions
City Clerk - Type
National League of Cities
Number
1995-159
Date
9/11/1995
Volume Book
120
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
4
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 />, . <br />, / D fR C!..- <br /> without this written authorization. <br /> 1.2 PHASE 1 - SITE ASSESSMENT <br /> 1.2.1 Environmental Site Assessment <br /> The ENGINEER will: <br /> (a) review existing environmental related documentation related to the <br /> Project and the Project site; <br /> (b) perform a Phase I Environmental Assessment of the Project site in <br /> accordance with ANSI standards and TDHCA guidelines; <br /> (c) investigate Project site for the existence of wetlands, floodplain, and <br /> endangered species habitats; <br /> (d) submit draft as~essment for review by the appropriate state agencies; <br /> (e) prepare draft of report with findings, recommendations, and cost estimates; <br /> (f) perform internal review of report and finalize; and <br /> (g) submit final Environmental Assessment Report to the City for review <br /> and approval. <br /> 1.2.2 Preliminary Foundation Investigation <br /> . <br /> The ENGINEER will: <br /> (a) Perform a Slab Condition Survey: <br /> (1) Core slab - determine thickness and strength; <br /> (2) Crack survey - perform a topographic survey with 0.10 ft. <br /> vertical accuracy to document stress patterns, position and <br /> displacement of cracks, and flatness; and <br /> (b) Perform a Soil Support Investigation; <br /> (1) review existing soil information from previous projects at the <br /> Airport, Gary Job Corps, and the closed City landfill; <br /> (2) Borings - drill a minimum of two borings within the proposed <br /> site to determine fill characteristics and soil stratigraphy <;1nd <br /> gather samples of the soils for lab testing; <br /> (3) Soil Test - test samples gathered from borings in the lab to <br /> determine Atterberg Limits, moisture content, gradation, unit <br /> weight, compressive strength, consolidation characteristics, <br /> and swell potential; <br /> (4) prepare preliminary foundation design based on geotechnical study <br /> if existing soil is determined to be inadequate; <br /> (5) prepare draft of preliminary report with geotechnical findings, <br />
The URL can be used to link to this page
Your browser does not support the video tag.