My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1632 46TH ST SE 2020-06-18
>
Address Records
>
46TH ST SE
>
1632
>
1632 46TH ST SE 2020-06-18
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/18/2020 12:06:57 PM
Creation date
6/18/2020 12:01:48 PM
Metadata
Fields
Template:
Address Document
Street Name
46TH ST SE
Street Number
1632
Imported From Microfiche
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
186
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
July 3,2017 <br /> Single-Family Residence <br /> L&A.Job No. 17-079 <br /> Page 13 <br /> BUILDING SETBACK <br /> The purpose of building setback from the top or toe or an overly steep portion of a slope <br /> is to establish a safe buffer such that if a slope failure should occur the stability of the <br /> structure can be maintained and damages to the structure minimized The steep slope is <br /> composed of dense advance outwash soil at shallow depth. To maintain stability of and <br /> minimize damage to the proposed residence, we recommend a buffer zone of 10 feet be <br /> established from the top of the adjacent steep slope of 40% grade or more. The proposed <br /> residence should then be set back at least 5 feet from the buffer zone, Le., 15 feet from <br /> top of the steep slope of 40% grade or more, with footing foundations of the proposed <br /> residence constructed at least one foot into the dense advance outwash soil. <br /> BUILDING FOUNDATIONS <br /> Conventional footing foundations may be used to support the proposed residence. The <br /> footing foundations should be constructed at least one foot into the underlying, dense <br /> advance outwash soil. Water should not be allowed to accumulate in excavated footing <br /> trenches. Water should not be allowed in footing trenches. Disturbed soils in footing <br /> trenches should be completely removed down to native, undisturbed, advance outwash <br /> soil prior to pouring concrete for the footings. <br /> If the above recommendations are followed, our recommended design criteria for footing <br /> foundations are as follows: <br /> • The allowable soil bearing pressure for design of footing foundations, including <br /> dead and live loads, should be no greater than 3,000 psf if constructed on or into <br /> dense advance outwash soil, and no greater than 2,500 psf if constructed on <br /> LIU & ASSOCIATES, INC. <br />
The URL can be used to link to this page
Your browser does not support the video tag.