HomeMy WebLinkAbout1332 Truxtun Dr - Special Inspections/Engineering - 06/25/2003Excavation/Pier
Inspection
CTL/THOMPSON, INC.
CONSULTING GEOTECHNICAL
AND MATERIALS ENGINEERS
CLIENT: Engle Homes ADDRESS: i9oati
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at
Northern Colorado Uivision heii
—
7340 E. Caley Avenue, Ste. 300 LOT BLOCK
Englewood, CO 80111 FILING NO. T JOB NO.
Attn: Kiley Nokes
Recommended Foundation S em
zoil54_ r1A a(5 Cm�rSL<l�a&
DATED �; V :2060
❑ DRILLED FRICTIA PIERS
MAXIMUM END PRESSURE FOR PIERS = PSF.
SKIN FRICTION OF PSF.
MINIMUM DEAD -LOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM LENGTH FEET
DRILLED PIERS INTO BEDROCK ,wr''�L�
\ MAXIMUM END PRESSURE FOR PIERS= ��� Vi PSF.
SKIN FRICTION OF ;�, �ff)0 PSF.
MINIMUM DEAD -LOAD PRESSURE OF "* I,Qfe& W� PSF,
PROVIDE A INCH VO�IyD BENEATH GRADE BEAMS.
BEDROCK PENETRATIONfJ FEET
I MINIMUM LENGTH FEET
Foundation Plan
BY 'G- -iAa- o -
PLAN NO. a14 I ENA.,�i✓ g165
PIER DIAMETER I(t 4r INCHES
WALL PIER PENETRATION I t FEET
COLUMN PIER PENETRATION FEET
Reinforcement
,5 NO. GRADE BARS
Cnnriifinns CAhsorvori
'Ground Water Conditions
IC(NONE IN EXCAVATION
,KNONE ENCOUNTERED IN BORING NO. / tJ TO FEET
❑ ENCOUNTERED AT FEET IN BORING NO.
Remarks:
Foundation Layout
♦ INDICATES PIER INSPECTED
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DRILLING COMPANY
LOWER LEVEL
UPPER LI
PIER NO.
M-
IN OVERBURDEN /?' _3FT.
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IN BEDROCK FT.
DEPTH TO GROUNDWATER __,Ak /UF % FT.
CtOEIBI,DEPTH �.l_FT.
Instructions To Contractor
0
OBSERVED WERE SUPPORTED BY MATERIALS SUITABLE FOR
IMMENDED DESIGN CRITERIA