HomeMy WebLinkAbout514 Shadbury Ct - Correspondence - 02/03/2000Excavation/Pier
Inspection
CLIENT:
Engle Homes
7340 Caley Avenue Ste 300
Englewood, Colorado 80111
Attn: Mr. Eric Eckber
lulCTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS: O
LOT \ /\ BLOCK C-./
FILING NO. b JOB NO. F
Recommended Foundation System
CTL/THOMPSON JOB NO. �r3
DATED
❑ DRILLED FRICTION PIERS
MAXIMUM END PRESSURE FOR PIERS = PSF.
PSF.
SKIN FRICTION OF
PSF
MINIMUM DEAD -LOAD PRESSURE OF'
PROVIDE A INCH VOID BENEATH GRADFBENMS:
MINIMUM LENGTH FEET
DRILLED PIERS INTO BEDROCK O� PSF
MAXIMUM END PRESSURE FOR PIERS=
SKIN FRICTION OF PSF.
MINIMUM DEAD-L D PRESSURE OF
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
BEDROCK PENETRATION %0 FEET
MINIMUM LENGTH ��1 FEET
Foundation Plan
BY tZ
PLAN NO. Q ��� -
INCHES
PIER DIAMETER
_ WALL PIER PENETRATION ` � FEET
\
COLUMN PIER PENETRATION FEET
Reintq�cement -- 0
d, NO GRADE BARS
Conditions observea L
SOILS IN EXCAVATION:
SOILS IN PIERS:
Lam
Foundation Layout
Ground Water Conditions -kP^
NONE IN EXCAVATION
�ch71 �Q_FEET
NONE ENCOUNTERED IN BORING NO. ��s- _TO
❑ ENCOUNTERED AT FEET IN BORING NO.
Q�
I
o- -
INDICATES PIER INSPECTED
DRILLING COMPANY
z
LOWER
LEVEL UPPER LEVEL
PIER NO. -�
IN OVERBURDEN -FT. _----FT.
IN BEDROCK FT. FT.
DEPTH TO GROUNDWATER ' FT. FT.
FT.
1 CASED DEPTH FT.
Instructio SO
Contractor
PIERS OB RVED WERE SUPPORTED BY MATERIALS SUITABLFAFOR T
RECOM NDED DE CRITERI ,
❑ PIER N ALLATION OT APPR
FIELD NTAT VE -
VIE
\ � r
ATE OF INSPECTION