HomeMy WebLinkAbout2833 Rock Creek Rd - Special Inspections/Engineering - 05/05/2004Foundation Wall Drain/
Vold/Waterproofing Inspection
CLIENT: Standard Pacific Homes
6061 S. Willow Drive Suite 232
Greenwood Village CO 80111
Foundation Plan
BY W CC: 'A Jr��E�L E PLAN NO.
Foundation Type
❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
FOOTING W/MINIMUM ❑ OTHER
bEADLOAD
CTUTHOMPSON JOB NO. - Qrj DATED
Foundation Void
JEI.BEOUIRED THICKNESS INCHES
ig-MEASURED THICKNESS '7 INCHES
Foundation Wall Condition
❑ EXPOSED STEEL
❑ SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
EXTERIO��RRy ❑ INTERIOR
FIG. `6
INSTALLED PIPE DIAMETER "1 INCHES
WALL HEIGHT - INCHES
DEPTH -TOP OF WALL TO BOTTOM OF TRENCH 50E_K9$6& INCHES
K SLAB ON GRADE ❑ STRUCTURAL FLOOR
PIPE INSTALLED
GRAVEL INSTALLED, GRAVEL SIZE I2 III
Type of Outlet
GRAVITY, BELOW SEWER ❑ SUMP PIT
❑ UNDERDRAIN SERVICE CONNECTION VISIBLE (AT STUB)
JKFoundation Void:
�IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
Foundation Wall Drain:
&N GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
X Foundation Waterproofing:
&IN GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
❑ Exterior Insulation
MANUFACTURER
HEIGHT FEET
DISTANCE BELOW FOUNDATION WALL FEET
CTLITNOMPSON
ADDRESS:
LOT V BLOCK 1 L�
FILING NO. JOB NO. _P;:" 15 jZ
Foundation Wall Layout
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RECOMMENDED CORRECTIVE PROCEDURE
REVIEWED BY
DATE OF INSPECTION
,,OO REGj