My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
PL PACKET 08172021
StAnthony
>
Parks & Planning Commission
>
Planning Commission Packets
>
2021
>
PL PACKET 08172021
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/17/2021 10:02:08 AM
Creation date
8/12/2021 4:05:22 PM
Metadata
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
208
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
Bremer Financial Corporation <br />Project B2008939 <br />November 17, 2020 <br />Page 15 <br /> <br /> <br />Inspections of site grading and engineered fill placement. The purpose of these Special I nspections is to <br />evaluate whether the work is in accordance with the approved Geotechnical Report for the project. <br />Special Inspections should include evaluation of the subgrade, observing preparation of the subgrade <br />(surface compaction or dewatering, excavation oversizing, placement procedu res and materials used for <br />engineered fill, etc.) and compaction testing of the engineered fill. <br /> <br />C.3. Spread Footings <br /> <br />Table 7 below contains our recommended parameters for foundation design. <br /> <br />Table 7. Recommended Spread Footing Design Parameters <br />Item Description <br />Maximum net allowable bearing pressure (psf) 4,000 <br />Minimum factor of safety for bearing capacity failure 3.0 <br />Minimum embedment below final exterior grade for heated <br />structures (inches) 42 <br />Minimum embedment below final exterior grade for <br />unheated structures or for footings not protected from <br />freezing temperatures during construction (inches) <br />60 <br />Total estimated settlement (inches) Less than 1 inch <br />Differential settlement Typically about 1/2 of total settlement* <br />*Actual differential settlement amounts will depend on final loads and foundation layout. We can evaluate differential <br />settlement based on final foundation plans and loadings. <br /> <br /> <br />C.4. Option B: Ground Improvement (with Aggregate Piers) <br /> <br />Based on the anticipated depth of excavations (about 9 to 12 feet below existing grades) needed to <br />remove the existing fill and organics from the building area, it may be more economical to consider the <br />approach of leaving most of the fill in place and performing a ground improvement process. Ground <br />improvement can be accomplished with aggregate piers or stone columns, commonly known by trade <br />names such as: Geopier, Vibro Piers, Vibro Stone Columns, etc. <br />
The URL can be used to link to this page
Your browser does not support the video tag.