HomeMy WebLinkAbout2708 County Fair Ln - Special Inspections/Engineering - 09/15/2005Excavation/Pier
Inspection
CLIENT: Standard Pacific Homes
Recommended Foundation System
CTLrTHOMPSON JOB NO.
DATED i"- (S-
DRILLED FRICTION PIERS
MAXIMUM ALLOWABLE END PRESSURE OF PSF.
ALLOWABLE SKIN FRICTION OF PSF.
MINIMUM DEADLOAD PRESSURE OF PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS.
MINIMUM LENGTH FEET
DRILLED PIERS INTO BEDROCK
MAXIMUM ALLOWABLE END PRESSURE OF ZC ooa PSF.
ALLOWABLE SKIN FRICTION OF Z oo w PSF.
MINIMUM DEADLOAD PRESSURE OF �p - Ga v PSF.
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PROVIDE A (d INCH VOID BENEATH GRADE BEAMS.
BEDROCK PENETRATION I* FEET
MINIMUM LENGTH 23 C 30 Z_ $ C IVJI FEET
Foundation Plan
BY C.e h ia<`iS O Gy
PLAN NO. M 13 2 DATE
PIER DIAMETER - l 2 INCHES
WALL PIER PENETRATION Z FEET
COLUMN PIER PENETRATION 1 Z FEET
MINIMUM LENGTH Z 5 C 8 D Lp FEET
Reinforcement
"J NO. (0 GRADE Gy BARS
Soil Conditions Observed
SOILS IN EXCAVATION: G( e" I-, 'Ann -,-
SOILS IN PIERS:__
Ground Water Conditions
NONE IN EXCAVATION
NONE ENCOUNTERED IN BORING NO. !h1_-__" TO / FEET
ENCOUNTERED AT - _- FEET IN BORING NO.
Remarks: --
ru
CYLITNOMPSON
ADDRESS:
Z70 A
LOT 2/
BLOCK
FILING NO. JOB NO. 07---- o
( Z
Foundation Layout
!' IH I S
f
INDICATES PIER INSPECTED
DRILLING COMPANY :rwd e-A
LOWER LEVEL UPPER LEVEL
PIER NO.
(SEE REVERSE SIDE)
instructions to Contractor
PIERS INSTALLED IN GENERAL CONFORMANCE WITH PLANS
PIER INSTALLED NOT APPROVED
FIELD REPRESENTATIVE
REVIEWED BY
I_ i _oA4
DATE OF INS ECTION
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