My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1136 GRAND AVE A&B 2016-01-01 MF Import
>
Address Records
>
GRAND AVE
>
1136
>
1136 GRAND AVE A&B 2016-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/9/2017 4:38:22 PM
Creation date
2/21/2017 11:14:13 AM
Metadata
Fields
Template:
Address Document
Street Name
GRAND AVE
Street Number
1136
Unit
A&B
Imported From Microfiche
Yes
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
122
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
. . � <br /> April 23, 2007 <br /> Mr. Scott Anderson <br /> L&A Job No. 6A 126 <br /> Page 13 <br /> 7'he subject site is underlain by very-dense and stable fresh till soils of very-high shear strength <br /> and high resistance against erosion. 7'hcrefore, geological restraints of the site which may impact <br /> the stability of the adjacent steep slope are eithcr nun-existent or can bc minimized to an <br /> accep�able Icvcl of risk if thc recommendations in this report are fully implemented and <br /> observed. The vegetation cover or thc steep slope should be preserved and not to be disturbed. <br /> Site grading, grading of the driveway, and building footprint excavation fot the development of <br /> the duplex building will bc achieved with comentional earihwork equipment. If the <br /> rccommendations in this report arc followed during grading work, the construction method and <br /> technique should have little impact on the stability of thc adjacent stecp slope. Sincc thc <br /> drivews; and utility lines will approach the duplex building from the street side away from the <br /> adjacer.t stecp slope, driveway construction and utility installation should also have minimal <br /> impact on thc stabiliq�of thc adjaccnt stccp slop�. <br /> "I'u maintain thc stability of the adjaccnt steep slope, thc dtiplex building to br: constructed on thc <br /> site should bc sufficiently setback Gom the crest of the slopc of gradient 40% or more. Based on <br /> the above, it is our recommendation that the building should bc set back at Ieast IS feet from the <br /> top of adjacent stecp slope. Also, thc footing foundations of the building should be embedded at <br /> Icast 12 inches into the underlying, very-dense, fresh till soils. <br /> RISK EVALUATION STATEMENT <br /> 7�he site is underlain at shallow dcpth by vcry-dense fresh till soils. Thesc soils are of high shear <br /> strcn�th in thcir undisturbed native slate and have c�cellent resistance against slope failures. <br /> Proper erosion and drainage control is kcy to maintain site stability. It is our judgment that <br /> providcd the rccommcndations in this report arc fully implcmented and observed during <br /> construction, the arcas disturbcd by construction activitics will bc stabilized and remain stable <br /> LIU & ASSOCIATES, INC. <br />
The URL can be used to link to this page
Your browser does not support the video tag.