HomeMy WebLinkAbout2620 Country Squire Ln - Special Inspections/Engineering - 05/24/2005Excavation/Footing
Inspection
CTLITNOMPSON
�3os0/ate
CLIENT:
Standard Pacific Homes
_ 61 W1 & W1 low-
Greenwood---
Attn: Jeff Grainda
Recommended Foundation System
CTLITHOMPSON JOB NO.-fC' 5
DATED__f
MAXIMUM SOIL PRESSURE OF -_ PSF
MINIMUM WIDTH INCHES
FOOTINGS WITH MINIMUM DEADLOAD
MAXIMUM SOIL PRESSURE OF PSF.
MINIMUM DEADLOAD PRESSURE OF PSF.
PROVIDE A #___ INCH VOID BENEATH GRADE BEAMS.
MINIMUM WIDTH_[_
MAXIMUM SOIL PRESSURE OF _-_ PSF.
MINIMUM DEADLOAD PRESSURE OF PSF.
PROVIDE A -----INCH VOID BENEATH GRADE BEAMS.
MINIMUM FOOTING WIDTH
Foundation Plan L L
BY
PLAN NO. -� ��----------- DATE
WALL FOOTING WIDTH (INCHES) DEPTH (INCHES)
COLUMN PAD -;Z-qX.Z 1{ (INCHES) DEPTH lr%-_ (INCHES)
(INCHES) DEPTH (INCHES)
--_._-----------
REINFORCEMENT AS PER PLAN:
N YES ❑ NO ❑ NONE REQUIRED
EAT SITE ❑ INSTALLED
Soil Conditions At Footing Level L (y� j
UPPER LEVEL - �r S LT - 'I TT-11*4
+- --�
i-_z-* _
r- -
LOWER LEVEL GLA L
Far�f } ►zCat�n_ ll.�iCcr1�.71 _ _
Ground Water Conditions
NONE IN EXCAVATION
NONE ENCOUNTERED IN BORING NO. L[�(�� TO FEET
❑ ENCOUNTERED AT FEET IN BORING NO.
Remarks:
ADDRESS:
---
LOT --Lll --- -- -- BLOCK_—_L'7_-- - -
FILING NO. _ _- --_-- JOB NO. re.-O -1� -
Foundation Layout
♦ INDICATES APPROXIMATE DEPTH/WIDTH MEASUREMENT LOCATION
Instructions to Contractor
e IN GENERAL CONFORMANCE WITH PLAN ;K
❑ REJECTED
RECOMrME QED�CORRECTIVE PRO�EDURE
f7o(� IX aro ( pow, `A)-, fh �� ; �,c✓' zhtl
"urn LA S--� s .
FIELD REPRESENT IV
" DOi,
V' :d
REVIEWED BY .
DATE OF INSPECTION