HomeMy WebLinkAbout5227 Mill Stone Way - Special Inspections/Engineering - 07/22/2003Foundation Wall Drain/
Void/Waterproofing Inspection
Writer Homes
CLIENT: 6061 S. Willow Drive, Suite 232
Attn: Kurt Ketry
Foundation Plan /
BY 1V a'4- Av.,.: �..�+ l PLAN NO.
Foundation Type
❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
FOOTING W/MINIMUM ❑ OTHER
DEAD LOAD
CTL/THOMPSON JOB NO. �C - Z.Sg % DATED 2-2s
Foundation Void
REQUIRED THICKNESS INCHES
[� MEASURED THICKNESS INCHES
Recommended Drain Type
❑ EXTERIOR Y-' INTERIOR
RECOMMENDED DRAIN DETAIL
INSTALLED PIPE DIAMETER '1 _ INCHES
WALL HEIGHT 4(g "([ S q INCHES
DEPTH - TOP OF WALL TO BOTTOM OF TRENCH INCHES
SLAB ON GRADE ❑ STRUCTURAL FLOOR
PIPE INSTALLED
GRAVEL INSTALLED
Type of Outlet
❑ GRAVITY, EXTERIOR
GRAVITY, BELOW SEWER
SUMP
Foundation Void:
N IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
Foundation Wall Drain:
II IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Waterproofing:
11U IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
CTUTHOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS: 1
-r
LOT S ,BLOCK / G
FILING NO. JOB NO. rA- /.S/ 2
Foundation Wall Layout
RECOMMENDED CORRECTIVE PROCEDURE
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