My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
4330 COLBY AVE 2025-04-14
>
Address Records
>
COLBY AVE
>
4330
>
4330 COLBY AVE 2025-04-14
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/14/2025 11:36:57 AM
Creation date
3/20/2025 11:08:32 AM
Metadata
Fields
Template:
Address Document
Street Name
COLBY AVE
Street Number
4330
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.
/
70
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
4 of 7 <br /> Thursday, September 1, 2022 "7; <br /> �SCOPE O F WORK °""°�"°" '�'S' <br /> Crew will install 3" Helical Piles, as well as 6x6 Adjustable Post Bases with Pads, and lift home to maximum practical recovery. <br /> Crew will drive piles to a maximum 25'after there will be a $20 a foot charge per pile. Whomever represents home will need be <br /> onsite for crew arrival and or job completion. Homeowner to pay 25% deposit, then 25% 1 month before project starts, &50% <br /> due upon job completion. <br /> L120 is in concurrence with pile layout recommended by R&R provided that the proposed layout is followed as marked and that a maximum pile <br /> spacing of 6'-0"o.c.is achieved.Reference SSK-01 for typical pile installation. <br /> NOTES: <br /> 1. It is acceptable to install piles at the spacing shown with±0'-6"tolerance to allow for unexpected obstructions encountered during pile installation <br /> 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 T-0"as marked. <br /> ELc \/AT1VIV MAr <br /> (4) PILES @ 6-0" O.C. MA LOCATE PILE 3'-0" <br /> 7 24' 8 9 O.C. MAX FROM _— <br /> cce s CORNER <br /> X 7 /4 5/8 6 3/4 i <br /> Q 5 LOCATES LOCATE PILES 10 <br /> U PILE 3'-0" <br /> AND 11 UNDER <br /> O.C. MAX SLIDER DOOR li <br /> 4 -6 FROM 4 4 1/ HEADER SUPPORT <br /> CORNER <br /> zo- <br /> @ 3 5 1/2 8" Foun tion T HT <br /> - - <br /> w 3 Crack 12 <br /> d 2 i n n r <br /> 2 1/2 2 (3)PILES @ 6'-0"O.C. MAX <br /> -4 <br /> 4' LOCATE P E 1'-0" <br /> O.C. MAX ROM_1 3/4 13 =3"Helical Pile <br /> CORNERI -1 ® =6xg qdI'. Post Base - - <br /> 1 /2 with Pad <br /> 24' -3/8 <br /> OR <br /> 0 0 0 <br /> i <br /> 92' <br /> NOTE:1-120'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.