HomeMy WebLinkAbout2826 Autumn Harvest Way - Special Inspections/Engineering - 11/25/2003Foundation Wall Drain/ CTL/THOMPSON, INC.
Void/Waterproofing Inspection CONSULTING LS ENGINEERS
AND MATERIALS ENGINEERS
Writer Homes
CLIENT: 6061 S. Willow Drive, Suite 232 ADDRESS:
Village,Greenwood CO 80111
Vt.AQ Mn: Kurt Kelly �(
LOT 11 , BLOCK
FILING NO. JOB NO. Z
Fougd1atio Plan Foundation Wall Layout
BY V y Ac L6Z5,C PLAN NO.
Foundation Type
❑ SPREAD FOOTINGS
❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS
❑ DRILLED PIERS INTO BEDROCK
4OOTING W/MINIMUM
❑ OTHER
DEAD LOAD
CTL/THOMPSON JOB N R
'2161DATED �Z
Foundation Void
92EQUIRED THICKNESS
INCHES
&MEASURED THICKNESS
INCHES
commended Drain Type
EXTERIOR ❑ INTERIOR
RECOMMENDED DRAIN DETAIL
FIG.
INSTALLED PIPE DIIAMETER
INCHES
WALL HEIGHT Ike
INCHES
DEPTH - TOP OF WALL TO BOTTOM OF TRENCHgCE SI=Ur�NCHES
'SLAB ON GRADE ❑ STRUCTURAL FLOOR
PIPE INSTALLED
AGRAVEL INSTALLED
Type of Outlet
GRAVITY, BELOW SEWER
SUMP
Foundation Void:
K IN GENERAL CONFORMANCE WITH PLAN
bA ❑ REJECTED
. F undation Wall Drain:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
K F undation Waterproofing:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
0