My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
5117 23RD AVE W 2018-01-02 MF Import
>
Address Records
>
23RD AVE W
>
5117
>
5117 23RD AVE W 2018-01-02 MF Import
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
5/29/2025 2:54:37 PM
Creation date
3/21/2025 9:39:21 AM
Metadata
Fields
Template:
Address Document
Street Name
23RD AVE W
Street Number
5117
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.
/
33
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
8 of 23 <br /> Thursday, January 26, 2023 : ; <br /> & <br /> FOUNDATION SPECIALIST <br /> Crew will install 8 helical piles to stabilize foundation. Crew will do 4 concrete remove and repour. 25% deposit, 25% due upon <br /> permit issue&50% due upon job completion. Depth Clause: Piles bid to 25ft depth, $20 per foot beyond that. Dingo accessible. <br /> Elavation taken from floor at(00) mark.Whomever represents home will need be onsite for crew arrival and or job completion. <br /> Customer understands the permit process may incur the direct hiring of a geo-technical engineer at additional fees and or a <br /> WABO Certified special inspection at additional fees. Permit/Scheduling times may very beyond R&R Foundation Specialist <br /> control per issuing municipalty. <br /> L120 is in concurrence with pile layout recommended by R&R provided that the proposed layout is followed as marked and that a <br /> maximum pile spacing of 6'-0"o.c.is achieved. Refer to SSK-01 for details. <br /> NOTES: <br /> 1. It is acceptable to install piles at the spacing shown with±0'-6"tolerance to allow for unexpected obstructions encountered <br /> during pile installation provided that no two adjacent spans exceed the spacing limitation of 6'-0"o.c. <br /> 2. End piles are to be placed as close to corners as possible and shall not exceed a maximum corner distance of 1'-0"as marked. <br /> • <br /> (2)'Is C MIN • I <br /> �r • <br /> • 5 <br /> t <br /> } 7 2 •N-3/4 20.7/8 <br /> -CP.-2------"--, V/4 8 - 7/8 <br /> 2 (2)PILES @ 6'OC MAX <br /> 0 3C - . • <br /> Ec, LOCATE PILE WITHIN 0 •0 1'OF CORNER MAX 20' -1 - 3/4 14' 3/8 <br /> co -1 1/2 - 7/8 <br /> 2C <br /> a <br /> ;4- . <br /> vr <br /> 1 C. 0 -1 <br /> - 1/4 - 1/4 <br /> 2' <br /> 24' <br /> co , . - 1/4 <br /> v -1 1/8 - 1/2 <br /> ----- - 1/2 - 3/4 -3/8 <br /> Up • <br /> T <br /> 5/8 - 1/4 00 00 <br /> ---1 - 1/4 - 1/2 - 1/2 <br /> -- • <br /> 24' <br /> • A_ <br /> • 4 =Helical Piles N< } <br /> - 1/2 - 1/2 - 1/4 <br /> 24' <br /> 1 i <br /> P ! M\ ! ,\ T! 1TNI A4 n <br /> l <br /> NOTE:L120's scope is limited to the perimeter support systems/continuous footings of the primary structure.All stabilization and replacement efforts of <br /> exterior decks and deck supporting elements are outside of L120's contract and scope and are not addressed in this package. -L120 <br />
The URL can be used to link to this page
Your browser does not support the video tag.