HomeMy WebLinkAbout5309 Country Squire Way - Special Inspections/Engineering - 08/19/2005Foundation Wall Drain/
` Void/Waterproofing Inspection
CLIENT: Standard Pacific Homes
6061 S. Willow Drive, Suite 232
Greenwood Village, CO 801.11
_-- Attn: Jeff Grainda
Foundation Plan BY ..V) Ototla&e PLAN NO.
Foundation Type
❑ SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
FOOTING W/MINIMUM ❑ OTHER
DEADLOAD l�
CTL/THOMPSON JOB NO. �/ DATED
Foundation Void tJ
REQUIRED THICKNESS -` ` r INCHES
MEASURED THICKNESS INCHES
Foundation Wall Condition
❑ EXPOSED STEEL
SURFACE PROBLEMS (HONEYCOMBING, ETC.)
(IF CHECKED, SHOW LOCATION ON SKETCH)
Recommended Drain Type
X. EXTERIOR ❑ INTERIOR
FIG. ----Yi'-- ------------.... -- — ----
iNSTALLED FIPE DIAMETER INCHES
WALL HEIGHT -_ _ _ INCHES
DEPTH -TOP CF WALL TO BOTTOM OF TRENCH ('e`_ INCHES
SLAB ON GRADE ❑ STRUCTURAL FLOOR
PIPE INSTALLED
t
GRAVEL INSTALLED, GRAVEL SIZE
Type of Outlet
GRAVITY, BELOW SEWER ❑ SUMP PIT
UNCERDRAIN SERVICE CONNECTION VISIBLE iAT STUB)
Foundation Void:
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HI It iT L:F7
ADDRESS:
LOT _ __ BLO�___ _
FILING NO. JOB NO.�____
Foundation Wall Layout
5
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RECCMMENDED CORRECTIVE PROCEDURE
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