HomeMy WebLinkAbout1320 TRUXUN DR - SPECIAL INSPECTIONS - 2/5/2002Foundation Wall Drain/
Void/Waterproofing Inspection
CLIENT:
Engle Homes
Northern Colorado Division
7340 E. Caley Avenue, Ste. 300
Englewood, CO 80111
CTL/THOMPSN, IN.
CONSULTING GEOOTECHNICACL
AND MATERIALS ENGINEERS
ADD ESS:
LOT ,BLOCK
FILING NO, JOB NO.
eo undatiV� I y�` Foundation Wall Layout
1 PLAN NO. �L
Foundation Type
❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS DRILLED PIERS INTO BEDROCK
❑ FOOTING W/MINIMUM ❑ OTHER
DEAD LOAD
'ET1!ffIi6MP9EWJOB NO. JDATED Aft,
Foundation Void
REQUIRED THICKNESS INCHES
MEASURED THICKNESS INCHES
Recommended Drain Type
❑ EXTERIOR X INTERIOR .;
RECOMMENDED DRAIN DETAIL
FIG._
INSTALLED PIPE DIAMETER "[� _ INCHES
DEPTH - TOP OF WALL TO BOTTOM OF TRENCH _l2 SttUVCHES
❑ SLAB ON GRADE W STRUCTURAL FLOOR
Type of Outlet
❑ GRAVITY, EXTERIOR
I� GRAVITY, BELOW SEWER
SUMP
Foundation Void:
X IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
Foundation Wall Drain:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
l Foundation Waterproofing:
❑ IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
C� REJECTED
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VOW/Waterproofing Inspection
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CLIENT:
Engle Homes
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ng ewo ,
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
e rsv L(
LOT BLOCK
FILING NO.
Foundation Plan , . `_ Foundation Wall Layout
BY fat &4, IWJJC PLAN NO.
Foundation Type
❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ® DRILLED PIERS INTO BEDROCK
❑ FOOTING W/MINIMUM ❑ OTHER
DEAD LOAD
iq`Ii6MP9AhFJOB N(7SP 14:7 I -� ! +DATED
Foundallen Void
❑ REQUIRED THICKNESS INCHES
❑ MEASURED THICKNESS INCHES
❑ EXTERIOR ❑ INTERIOR
RECOMMENDED DRAIN DETAIL
FIG,
INSTALLED PIPE DIAMETER INCHES
DEPTH — TOP OF WALL TO BOTTOM OF TRENCH INCHES
❑ SLAB ON GRADE ❑ STRUCTURAL FLOOR
Type of Outlet —
GRAVITY, EXTERIOR
❑ GRAVITY, BELOW SEWER
❑ SUMP
❑ IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
❑ IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
® Foundation Waterproofing:
® IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
JOBNO. Ee-- a�3�
RECOMMENDED CORRECTIVE PROCEDURE
ov y Ku I I
VE
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