HomeMy WebLinkAbout5806 Auburn Dr - Special Inspections/Engineering - 02/15/1999Excavation/Pier
Inspection
®CT/THOMPSON.INC.
CONSULTING GEO7ECHNICAL
AND MATERIALS ENGINEERS
CLIENT: ADDRESS;,, G rl�
Engle Homes /Y Ltnq
7340 Caley Avenue, Ste 300
Englewood Colorado 80111 LOT BLOCK
FILING NO. 6 JOB NO. L G 2
Attn: Mr. Eric Eckberg
Recommended Foundation SyO' �
CTL[WWPSON JOB NO.
DATED MKLI—I� L e
❑ DRILLED FRICTION 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 A �+
MAXIMUM END PRESSURE FOR PIERS=` PSF.
SKIN FRICTION OF Z 5:Oy PSF.
MINIMUM DEAD-LOAPRESSURE OF J�"ULv PSF.
PROVIDE.. INCH VOID BENEATH GRADE BEAMS.
BEDROCK PENETRATION D [J FEET
MINIMUM LENGTH Ili '4 jQNse'_k l-
Foundation Plan
By— L- F T
PLAN NO.
PIER DIAMETER _ I U INCHES
WALL PIER PENETRATION 10 FEET
COLUMN PIER PENETRATION 40 FEET
Reinforc ment
NO. GRADE ._yzu__BARS
Conditions Observed
SOILS IN EXCAVATION:
d• n
t 6
- - C `!tS WL
5wi
brawnj ��
SOILS IN PIERS
^nw
6 ^'y
_ sz.
ir ant
a d) 10
Ground Waler Conditions
ONE IN EXCAVATION
NONE ENCOUNTERED IN BORING NO. TO FEET
ENCOUNTERED AT ZU FEET IN BORING NO. Z%
Remarks:
(*Af e
r CP `
lVe,A f-".P
Foundation Layout
t !
ice_: r.--,I i i �' i
_�-f•-"
_'
i�
1 �1
�'. Iil7 T11It
11 1 I t I lx, I
_I I'
2 11 1
`iTj Ti +
It
i
1
i I
i
l l
_ _j i
�"
I I 1 i
1�-
1
i I
. l j
7
* INDICATES PIER INSPECTED
DRILLING COMPANY
1 t%r 2 -i"
EAR LEVEL
UPPER LEVEL
PIER NO.
�L�OW�
v • - _
r
IN OVERBURDEN
_Fr.
_FT.
IN BEDROCK
DEPTH TO GROUNDWATER
' —FT.�'
—7 _Fi.
—FT.
—FT.
CASED DEPTH
_FT.
_FT.
PIER
Contractor
WERE SUPPORTED BY MATERIALS
1-