HomeMy WebLinkAbout2850 Autumn Harvest Way - Special Inspections/Engineering - 11/14/2003Foundation Wall Drain/
Void/Waterproofing Inspection
Writer Homes
CLIENT: 6061 S. Willow Drive, Suite 232
Greenwood Vu"
Foyn.dation.�Plan
BY� fTil �ti�JPLAN NO.
Foundation Type
❑ SPREAD FOOTINGS
❑ DRILLED FRICTION PIERS
❑ GRADE BEAMS AND PADS
❑ DRILLED PIERS INTO BEDROCK
FOOTING W/MINIMUM ❑ OTHER
BEAD LOAD
CTL/THOMPSON JOB NO "1 DATED
Foundation Void
OREQUIRED THICKNESS INCHES
MEASURED THICKNESS INCHES
Recommended Drain Type
EXTERIOR ❑ INTERIOR
RECOMMENDED DRAIN DETAIL
FIG. _
INSTALLED PIPE DIAMETER INCHES
WALL HEIGHT 51V INCHES
&D PTH - TOP OF WALL TO BOTTOM OF TRENC CHES
SLAB ON GRADE ❑ STRUCTURAL FLOOR
PIPE INSTALLED
GRAVEL INSTALLED
Type of Outlet
❑ GRAVITY, EXTERIOR
bOkGRAVITY, BELOW SEWER
❑ SUMP
FFpoundation Void:
KIN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
Foundation Wall Drain:
KIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Waterproofing:
KIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
c�
LOT I BLOCK 40
FILING NO. JOB NO.!r, ] 12
Foundation Wall Layout
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