My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4719 BELVEDERE AVE 2016-01-01 MF Import
>
Address Records
>
BELVEDERE AVE
>
4719
>
4719 BELVEDERE AVE 2016-01-01 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/8/2017 10:17:16 AM
Creation date
1/23/2017 12:42:51 PM
Metadata
Fields
Template:
Address Document
Street Name
BELVEDERE AVE
Street Number
4719
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.
/
134
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
June 28,20G <br />Dnvid and Judy King <br />LBcA 1ob No. 6A076 <br />Pagc G <br />❑uctuate seasonally, nnd could completely dry up in the dryer summer months nnd would <br />accumtilnte and risc in the wet winter months. 'fhe depth to und the amoimt of groundwater may <br />also be affected by surfuce runof!; vegcWtio,� covcr, site utilization, ctc. <br />DISCUSSIONS AND RF.COMMEnDATIONS <br />GEINERAL <br />Based on the subsurface conditioris cncountered from our subsurface cxplorntions, it is our <br />opinion that the proposed development for thc ncrthcm lot can be achicved from u geotechnicul <br />engincering viewpoint, provided that the recommendations in Uiis re�wrt am fully implementcd <br />and observed uuring wnstruction. Uuc to sensilivc steep slopes within the northern lot, wc <br />recommend that grading and found:ition construction work for the proposed ncw residence be <br />carried out and completcd in thc dryer period from April 1 to Octobcr 31. The slope <br />s►abilizution, erosion mitigation and druinage control mcusures recommended in this rcport <br />shuuld bc in placc and operstional during construction as well as outsidc of this drycr period to <br />maintnin sitc st�biliry. <br />�'he tnpsoil should M: stripped wiiliin the building pad ol'�he proposed neH- rcsidence. Thc luos.� <br />fill encountered by "1'est lluring [3-1 in tl�c footprint of tlic west gnroge should bc removcd as <br />much as praclicahlc within Uic building pads. 7'he over-excavntion should be backlilled with <br />structural filL Com•entionnl footing foundations pourcd on or into dense fispernnce Sand or hazd <br />Whidbcy fonnation soils. Whcrc loose fill within thc building pud cannot be completely <br />rcmo��cd economically, pilc fo�ndations should be used to penc:rate the loose fill and seated into <br />thc underlying dcnsc Gsperance Sand or hard 1Vhidtxy formation deposits to suppori the <br />huilding. <br />L[U & ASSOCIATES,INC. <br />
The URL can be used to link to this page
Your browser does not support the video tag.