HomeMy WebLinkAbout2163 Chandler St - Special Inspections/Engineering - 12/08/2003Foundation Wall Drain/
Void/Waterproofing Inspection
Ryland Homes
CLIENT: 8100 E. Maplewood Ave., Ste. 100
Greenwood Village, GO 80111
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Founclation
BY 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 N4?_ DATED^ Z' � O'
Foundation Void
❑ REQUIRED THICKNESS I%tT!!Q:) INCHES
MEASURED THICKNESS
Recommended Drain Type
❑ EXTERIOR @444TERIOR
RECOMMENDEg DRAIN DETAIL
FIG.
INCHES
INSTALLED PIPE DIAMETER _� INCHES
WALL HEIGHT I%% INCHES
DEPTH - TOP OF WALL TO BOTTOM OF TRENCH5Q25KA;TC#MCHES
jg'SLAB ON GRADE ❑ STRUCTURAL FLOOR
PE INSTALLED
RAVEL INSTALLED
Type of Outlet
❑ GRAVITY, EXTERIOR
GRAVITY, BELOW SEWER
�UMP
❑ Foundation Void: Nor f?Mvl?-GD
❑ IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
AF undation Wall Drain:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
,Foundation Waterproofing:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
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ADDRESS:
L, CTUTHOMPSON, INC.
L®—I CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
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FILING NO. JOB NO. Pc— ZZ l
Foundation Wall Layout
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RECOMMENDED CORRECTIVE PROCEDURE
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