HomeMy WebLinkAbout5209 Country Squire Ln - Special Inspections/Engineering - 09/28/2005Foundation Wall Drain/
Void/Waterproofing Inspection
CLIENT: Standard Pacific Homes
606" C Wulo • Dri Q Suite 732
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Foundation Plan
BY 0110 T O 6.2 f l 1lN PLAN NO.
Foundation Type
SPREAD FOOTINGS
DRILLED FRICTION PIERS
FOOTING W/MINIMUM
DEADLOAD
0 GRADE BEAMS AND PADS
0 DRILLED PIERS INTO BEDROCK
OTHER
CTL/THOMPSON JOB NO.
DATED
Foundation Void
REQUIRED THICKNESS
MEASURED THICKNESS
��
,� INCHES
INCHES
Foundation Wall Condition
EXPOSED STEEL
SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
X EXTERIOR _ INTERIOR
FIG.
INSTALLED PIPE DIAMETER -7 , INCHES
WALL HEIGHT Ff INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH INCHES
® SLAB ON GRADE STRUCTURAL FLOOR
® PIPE INSTALLED
GRAVEL INSTALLED, GRAVEL SIZE
Type of Outlet
GRAVITY, BELOW SEWER R SUMP PIT
❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
Foundation Void:
VIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
U REJECTED
Foundation Wall Drain:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
Foundation Waterproofing:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
[ REJECTED
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MANUFACTURER
HEIGHT FEET
DISTANCE BELOW FOUNDATION WALL FEET
CTLITHOMPSON
ADDRESS:
LOT BLOCK_
FILING NO. J08 NO. AC e^l_ % S'/'x
Foundation Wall Layout
i
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115
I
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RECOMMENDED CORRECTIV/PCEDURE
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