HomeMy WebLinkAbout2915 Ruff Way - Special Inspections/Engineering - 12/23/2002 (3)Foundation Wall Drain/
Void/Waterproofing Inspection
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT: Writer Homes -ado Division ADDRESS:
^veb ,
a
Blvd, Ste 100 LOT BLOCK
Loveland, FILING NO. -- JOB NO.
Attn: Mr. Jim Burczyk
FounAAdgption PI n
BY �Qt� 01Id/Ld1� 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.�DATED JM oty PT 2W I
Foundation Void G
REQUIRED THICKNESS l INCHES
V-MEASURFD THICKNESS INCHES
Recommended Drain Type
❑ EXTERIOR K INTERIOR
RECOMMENDED DRAIN DETAIL
FIG. q-
INSTALLED PIPE DIAMETER{ 1 INCHES
WALL HEIGHT I5" d- 7 " INCHES
DEPTH - TOP OF WALL TO BOTTOM OF TRENCH INCHES
SLAB ON GRADE ❑ STRUCTURAL FLOOR �!5k
.mil PIPE INSTALLED
GRAVEL INSTALLED
Type of Outlet
❑ GRAVITY, EXTERIOR
® GRAVITY, BELOW SEWER
❑ SUMP
Foundation Void:
K IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
j �Forundation Wall Drain:
,
tI IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
i� Foundation Waterproofing:
9,IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Wall Layout
RECOMMENDED CORRECTIVE PROCEDURE
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