HomeMy WebLinkAbout609 WHEDBEE ST - SPECIAL INSPECTIONS - 12/15/2018Excavation/Footing
Observation
CLIENT: FORGE i'6OW 5:>WELL446S
FIELD REPRESENTATIVE: _MATT � 0-QrAA h&
DATE OF OBSERVATION: _IZ./I /-� �_ TIME:
WEATHER CONDITIONS:
Recommended Foundation System
SOILS REPORT BY:_A SiYM'»�D--�LL I�G-•��.LE
PROJECT NO:
i, SPREAD FOOTINGS
MAXIMUM SOIL PRESSURE OF jam'PSF.
MINIMUM WIDTH INCHES
❑ FOOTINGS WITH MINIMUM DEADLOAD
MAXIMUM SOIL PRESSURE OF
MINIMUM DEADLOAD PRESSURE OF
PSF.
PSF.
PROVIDE A INCH VOID BENEATH GRADE BEAMS
MINIMUM WIDTH INCHES
Foundation Plan
BY: -c-TL LTftm?-iG�1
PLAN NO: _FC9$-4E��004 DATED:t$—
WALL FOOTING WIDTH PER PLAN tgYES ❑ NO
COLUMN PAD PER PLAN ❑YES ❑NO
REINFORCEMENT AS PER PLAN:
'AYES []NO ❑ NONE REQUIRED
❑AT SITE ❑ INSTALLED
Soil Conditions At Footing Level
UPPER LEVEL S_a.L.1.D� CLRY ��O• S-TLEF_"tU
-S_[1EE.,-L-A-G BROwa eo_$Row.+
Ground Water Conditions
*ONE IN EXCAVATION
❑NONE ENCOUNTERED IN BORING NO. TO FEET
❑ENCOUNTERED AT FEET IN BORING NO.
Remarks Q��ELNED_[4��lELLS��R PER6o1�}
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P O R, A T t D
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PROJECT NO: -r tc,w l-, OcHd
SUBDIVISION: FILING:
ADDRESS: (s0°►�V111�tD_B.EE—SSAelxr_r--1 CC��tNS
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Foundation Layout
BLOCK:
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A INDICATES APPROXIMATE DEPTHAVIDTH MEASUREMENT LOCATION
Summary Of Observations
FOOTING IN GENERAL CONFORMANCE WITH PLAN
❑ FOOTING REJECTED; ADDITIONAL OBSERVATION REQUIRED
❑ CONDITIONS IN EXCAVATION AS ANTICIPATED
❑ CONDITIONS IN EXCAVATION NOT AS ANTICIPATED, CONTACT
GEOTECHNICAL ENGINEER; ADDITIONAL OBSERVATION REQUIRED
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