HomeMy WebLinkAbout2639 Amber Harvest Ln - Special Inspections/Engineering - 06/22/2005Foundation Wall Drain/
,Void/Waterproofing Inspection
CLIENT: Standard Pacific Homes
6061 S. Willow Drive, Suite 232
Greenwood Village, CO 80111
Foundation Plan /
BY r1190(14 �r(4 /G�(� PLAN NO.
Foundation Type
❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
FOOTING W/MINIMUM ❑ OTHER
DEADLOAD
CTL/THOMPSON JOB NO. - �D
Foundation Void
�REQUIREDTHICKNESS �/ INCHES
MEASURED THICKNESS ,y 0 / INCHES
Foundation Wall Condition
❑ EXPOSED STEEL
❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
0 EXTERIOR ❑ INTERIOR
FIG. 1
INSTALLED PIPE DIAMETER INCHES
WALL HEIGHT S� INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH /4 - M5 INCHES
SLAB ON GRADE ❑ STRUCTURAL FLOOR
PIPE INSTALLED
GRAVEL INSTALLED, GRAVEL SIZE
Type of Outlet
P1 GRAVITY, BELOW SEWER ❑ SUMP PIT
❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
Foundation Void:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
Foundation Wall Drain:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
Foundation Waterproofing:
IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
MANUFACTURER
HEIGHT
DISTANCE BELOW FOUNDATION WALL
FEET
FEET
CTLITHOMPSON
ADDRESS:
LOT BLOCK
FILING NO. JOB NO.
Foundation Wall Layout
T I
iGr.�N/C01 41
T
RECOMMENDED CORRECTIVE PROCEDURE