HomeMy WebLinkAbout6126 WESTCHASE RD - SPECIAL INSPECTIONS - 5/15/2003e
Foundation Wall '''rain/ CTL/THOMPSON, INC.
Void/Waterproofing Inspection CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT: ADDRESS:
Ryland Homes E.'t,l4 f G- 4 a j O
8100 E. Maplew000 Ave., zife---T0T—
Gfeenwood Viffiage, L LOT ZLJ BLOCK
FILING NO. JOB NO. EC 2. V;e I
Attn: Mr. Bob Shearer
Foundation Plan
BY
Foundation Type
❑ SPREAD FOOTINGS
❑ DRILLED FRICTION PIERS
❑ FOOTING WJMINIMUM
DEAD LOAD
CTL/THOMPSON JOB
Foundation Void
® REQUIRED THICKNESS _
'MEASURED THICKNESS
Foundation Wall Layout
PLAN NO.
❑ GRADE BEAMS AND PADS
[� DRILLED PIERS INTO BEDROCK
❑ OTHER
F C rLI R 7 DATED --' f
INCHES
INCHES
Recommended Drain Type
❑ EXTERIOR ;S INTERIOR
RECOMMENDED DRAIN DETAIL
FIG. 9
INSTALLED PIPE DIAMETER CHES
DEPTH - TOP OF WALL TO BOTTOM OF TRENCH JP-�j_I CHES
® SLAB ON GRADE ❑ STRUCTURAL FLOOR
Type of Outlet
❑ GRAVITY. EXTERIOR
[GRAVITY, BELOW SEWER
SUMP
�Fo{undation Void:
L IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
Foundation Wall Drain:
"5KN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
P47Foundation Waterproofing:
® IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
RECOMMENDED CORRECTIVE PROCEDURE
2
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