HomeMy WebLinkAbout5314 Corbett Dr - Special Inspections/Engineering - 10/07/2002Foundation Wall Drain/
Void/Waterproofing Inspection
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT: ADDRESS:
L Y
Writer Homes I4-
ortern Colorado Division LOT BLOCK 2®
5285 McWhinney Blvd, Ste 100 FILING NO. JOB NO.
Loveland_ CO 80538
Attn: Mr. Jim Burczyk
Foundation MAI.
n Foundation Wall Layout
BY Mo labi 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.L `f f �/� DATED \' I r C
Foundation Void �]
REQUIRED THICKNESS ` INCHES
MEASURED THICKNESS t INCHES
Recommended Drain Type
❑ EXTERIOR ® INTERIOR
RECOMMENDED DRAIN DETAIL
FIG.
INSTALLED PIPE DIAMETER /� INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH 101 INCHES
SLAB ON GRADE ❑ STRUCTURAL FLOOR
Type of Outlet
❑ GRAVITY, EXTERIOR
*GRAVITY, BELOW SEWER
❑ SUMP
Foundation Void:
AIN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
Foundation Wall Drain:
Z IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Waterproofing:
JZIN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
iV\
RECOMMENDED CORRECTIVE PROCEDURE
J