HomeMy WebLinkAbout6127 TILDEN ST - SPECIAL INSPECTIONS - 9/26/2003Foundation Wall Drain/
Void/Waterproofing Inspection
Ryland Homes
CLIENT: 8100 E. Maplewood Ave., Ste. 100
Greenwood Village, GO 80111
Foundation Plan
BY � PLAN NO.
Foundation Type
SPREAD FOOTINGS ❑ GRADE BEAMS AND PADS
❑ DRILLED FRICTION PIERS ❑ DRILLED PIERS INTO BEDROCK
❑ FOOTING W/MINIMUM ❑ OTHER
DEAD LOAD 1
CTL/THOMPSON JOB NO:"Qqa
DATED b
Foundation Void
❑ REQUIRED THICKNESS NT V'L� 1 1 INCHES
❑ MEASURED THICKNESS INCHES
Recommended Drain Type
❑ EXTERIOR INTERIOR
RECOMMENDS DRAIN DETAIL
FIG. 5-
INSTALLED PIPE DIAMETER �+ INCHES
WALL HEIGHT `D 1 • it, INCHES
DEgTH - TOP OF WALL TO BOTTOM OF TRENC CHES
J251,11LAB ON GRADE ❑ STRUCTURAL FLOOR
PIPE INSTALLED
RAVEL INSTALLED
Type of Outlet
❑ GRAVITY, EXTERIOR
pZQ.RAVITY, BELOW SEWER
�S 1MIR
❑ Foundation Void: NAA
❑ IN GENERAL CONFORMANCE WITH PLAN
❑ REJECTED
Foundation Wall Drain:
r-1N GENERAL CONFORMANCE WITH RECOMMENDATIONS
REJECTED
oundation Waterproofing:
N GENERAL CONFORMANCE WITH RECOMMENDATIONS
❑ REJECTED
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
LOT BLOCK
FILING NO. JOB NO. L 27-21
Foundation Wall Layout
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