HomeMy WebLinkAbout3827 Glenarbor Ln - Special Inspections/Engineering - 10/26/2000 (2)V\
Excavation
Inspection
[� CTL/THOMPSON, INC.
'®I CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT: Richmond American Homes ADDRESS
Northern Colorado Divisiona - c„ ;w- C_
LOT S , BLOCK ^-
Attn. Ms. Lame MuNameeFILING NO. JOB NO. --1 V-34
Soils Exposed In Excavation
-f-% —\ a. C_\ .-,( ; V _ 3 c 0,,4( N
Ground Water Conditions
M NONE IN EXCAVATION
❑ NONE ENCOUNTERED IN BORING NO. -TO -FEET
V1 ENCOUNTERED AT____lt_FEET IN BORING NO. L Q �S
DRILLED DURING CTUTHOMPSON JOB NO.
DATED ':;-z acyo
REMARKS:
DESIGN CRITERIA PER CTUTHOMPPSSON
JOB NO. I C " 1��3� , DATEDF
Excavation Layout
Recommended Foundation -System
MAXIMUM SOIL PRESSURE OF
PSF.
❑ FOOTINGS WITH MINIMUM DEAD -LOAD
MAXIMUM SOIL PRESSURE OF
PSF.
MINIMUM DEAD -LOAD PRESSURE OF
PSF.
❑ GRADE BEAMS AND PADS DESIGNED FOR:
MAXIMUM SOIL PRESSURE OF
PSF,
MINIMUM DEAD -LOAD PRESSURE OF
PSF.
PROVIDE A INCH VOID BENEATH
GRADE BEAMS
❑ DRILLED FRICTION PIERS
MAXIMUM END PRESSURE FOR PIERS =
PSF.
SKIN FRICTION OF
MINIMUM DEAD -LOAD PRESSURE OF
PSF
PROVIDE A INCH
VOID BENEATH GRADE BEAMS
❑ DRILLED PIERS INTO BEDROCK
MAXIMUM END PRESSURE OF
PSF.
MINIMUM DEAD -LOAD PRESSURE OF
PSF.
SKIN FRICTION
PSF.
PROVIDE A
VOID BENEATH GRADE BEAMS
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FIELD REPRESENTATNEQ
REVIEWED BY
DATE OF IN5PECT N..