HomeMy WebLinkAbout6127 WESTCHASE RD - SPECIAL INSPECTIONS - 4/16/2004Excavation/Pier
Inspection
T L I T H 0 M P S 0 N
CLIENT:
ADDRESS:
P44and Nornwas
w// =- G
Ave., Ste. 100
.�
--plewood
Greenwood Village, CO 80111
LOT
BLOCK_ (G•
FILING NO. ----JOB
NO.
uu
o SL-----
*Rn. u-. Bob
__
Recommended Foundation System
Foundation Layout
CTL/THOMPSON JOB NO.
DATED q i L O 2
f
❑ DRILLED FRICTION PIERS
aF
MAXIMUM ALLOWABLE END PRESSURE OF
_ PSF.
Z �Z
ALLOWABLE SKIN FRICTION OF
PSF
?
MINIMUM DEADLOAD PRESSURE OF
PSF
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM LENGTH
FEET
t y�
DRILLED PIERS INTO BEDROCK
eq
r
MAXIMUM ALLOWABLE END PRESSURE OF
PSF.
ALLOWABLE SKIN FRICTION OF -..,. Ts _
PSF.
MINIMUM DEADLOAD PRESSURE OF I G i..2,
PSF
.
PROVIDE A YL— INCH VOID BENEATH GRADE BEAMS.
BEDROCK PENETRATION - '
MINIMUM LENGTH �'y �N is re
FEET
1?
r
2'V 74
Foundation Plan
-FEET
g R
Z?
l0
61
BY Ism
PLAN NO. �% T DATE
PIER DIAMETER _1Z ~ INCHES
_ i�
WALL PIER PENETRATION _ Q
FEET
COLUMN PIER PENETRATION to
FEET
1
MINIMUM LENGTH 'Z 4 t it it)
FEET
w`�* ✓�ti4e.
Reinforcement
j
"`Z NO. GRADE y O
INDICATES PIER INSPECTED
_ __
BARS
Soil Conditions Observed
SOILS IN EXCAVATION: __Z%i` /-f e_✓ T row
'
DRILLING COMPANY 4-
SOILS IN PIERS:._" /
su.--- "-- -- — -
Ground Water Conditions
A NONE IN EXCAVATION
ED NONE ENCOUNTERED IN BORING NO. TO FEET
W
ENCOUNTERED AT FEET IN BORING NO,
emarks
LOWER LEVEL UPPER LEVEL
PIER NO.
(SEE REVERSE SIDE)
Instructions to Contractor
'PIERS INSTALLED IN GENERAL CONFORMANCE WITH PLANS
PIER INSTALLED NOT APPROVED
o°• ReG
O'•p �0 p�j
FIELD REPRESENTATIVE
REVIEWED BY -
DATE OF INSPECTION A�ero