HomeMy WebLinkAbout1320 TRUXUN DR - SPECIAL INSPECTIONS - 1/3/2002Excavation/Pier
Inspection
CLIENT: Engle Homes
Northern Colorado Division
7340 E. Caley Avenue Ste 300
Englewood CO 80111
Attn: Mr. Jeff Vogel
Recommended Foundation System
CTL/THO . "ON J B N 7Oi. -SMC
DATED �►�1V1^i� IL! 2.000
❑ DRILLED FRICTION PIERS
MAXIMUM END PRESSURE FOR PIERS =
SKIN FRICTION OF
MINIMUM DEAD -LOAD PRESSURE OF
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM LENGTH FEET
DRILLED PIERS INTO BEDROCK " Xjp,7
MAXIMUM END PRESSURE FOR PIERS-- PSF.
SKIN FRICTION OF 0 PSF
MINIMUM DEAD -LOAD P ESSURE OF n 'e PSF.
PROVIDE A _INCH VOID BENEATH GRADE BEAMS.
BEDROCK PENETRATION FEET
MINIMUM LENGTH I % FEET
BY Pi<
PLAN NO.
42-
PIER DIAMETER
WALL PIER PENETRATION
COLUMN PIER PENETRATION
Reinforcement
1 NO. _!_GRADE V BARS
Conditions Observed
SODIN EXCAVATIpN;_ 1. I�Y���t .3 °—Ow
SOILS IN P ERS:
1
IYI111 S� l
Ground Water Conditions
K NONE IN EXCAVATION
NONE ENCOUNTERED IN BORING NO. _7k TO FEET
❑ ENCOUNTERED AT FEET IN BORING NO.
Remarks:
CTL/THOMPSON, INC_
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
ADDRESS:
r
LOT —776BLOCK 11
FILING NO. I JOB NO.__j= [ %
Foundation Layout
DRILLING COMPANY
PIER NO.
IN OVERBURDEN
IN BEDROCK
DEPTH TO GROUNDWATER
CASED DEPTH
LOWER LEVEL UPPER LEVEL
FT. FT.
Instructions To Contractor
PIERS OBSERVED WERE SUPPORTED BY MATERIALS -SUITABLE FOR
RECOMMENDED DESIGN CRITERIA
❑ PIER INSTALLATION NOT APPROVED
FT.
FT,
a i F-
/DNA.