My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
1230 MADRONA AVE 2016-01-01 MF Import
>
Address Records
>
MADRONA AVE
>
1230
>
1230 MADRONA AVE 2016-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/10/2017 9:16:48 PM
Creation date
2/17/2017 10:41:59 PM
Metadata
Fields
Template:
Address Document
Street Name
MADRONA AVE
Street Number
1230
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.
/
228
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
April 1 U, 2005 <br />Proposed Singlc-Plmily Residencc <br />L&A Job No. SA019 <br />Page 7 <br />shear slrength. Tlicse competent underlying soils have good resistance against slope failures. <br />There it is unlikcly for deep-seaied landslides to occur on the site. <br />Erosion Ilazard <br />The surlici�l, loose topsoii, filL and weathered soils m�ntling the site can be eruded easily when <br />stripped of vegetation cover. Shallow, skin-type, mudt]ows may occur in these weak surlicial <br />soils if they arc ovcrly saturated. 7'o mitigate such erosion and nmdflow potential, tl�e veget�tion <br />cover over thc site outsidc of the construction limits should be maintained. Concentrntcd <br />stonnw�ter should not be disch�rged onto thc ground within the sitc. Spoil soils and yar<hvaslc <br />should not Ue disposed of within Uie site. Storm runoff over impervious surf�ces, such as roofs <br />or pavcmcnt, should bc captured with tmdcr�round drain linc systems tied to raof downspouts or <br />by catch basins installed in thc pavemcnt, 1nd tightlined to dischnrge into a storm sewer. <br />Unpaved, dislurbed ground �vithin tlte site sl�ould bc re-vegetnted to provide erosion protretion. <br />Scismic llar:�rd <br />The Vuget Sotmd region is in an active scismic zone. "Che site is generally underlain by densc to <br />very-densc Older Sand of moderately-high sliear strength. 'I'hcre is a lack of a higli, extensivc, <br />static grouncl�va(cr inUlc under ihe sile. "I'iic site is mostly gently sloped. 7'hc combination of thc <br />❑bove makes it rather unlikely for liquetaction or soil lateral spreading to occur on thc site during <br />stroug carthquakes. 7�herefore, the scismic hazard should Ue minimal for the site. The building <br />to be conslnicled on Ihe site, ho�vevcr, should bc designcd to withs�and seismic forces induced Uy <br />strong carlhquakes. f3ased on the soil condilions encountered by the test borings, it is our <br />opiniou that Scis�uic Usc Group I and Sitc Class D shoidd be used in thc seismic design of the <br />rroposcct building in accordvue wilh the 2003 ]ntemational 13uilding Code (II3C) relerenced by <br />tlie 2003 International Residential Code (IRC). <br />LlU & ASSOCIAT�S, INC. <br />
The URL can be used to link to this page
Your browser does not support the video tag.