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SU0003122
Environmental Health - Public
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SU0003122
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Entry Properties
Last modified
5/7/2020 11:29:41 AM
Creation date
9/9/2019 10:38:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0003122
PE
2633
FACILITY_NAME
SA-93-26
STREET_NUMBER
26440
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
THORNTON
ENTERED_DATE
11/6/2001 12:00:00 AM
SITE_LOCATION
26440 N THORNTON RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\T\THORNTON\26440\SA-93-26\SU0003122\APPL.PDF \MIGRATIONS\T\THORNTON\26440\SA-93-26\SU0003122\CDD OK.PDF \MIGRATIONS\T\THORNTON\26440\SA-93-26\SU0003122\EH COND.PDF \MIGRATIONS\T\THORNTON\26440\SA-93-26\SU0003122\CORRESPOND.PDF
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EHD - Public
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a It <br /> NEIL O. AN _'RSON &��ASSOC., INC. <br /> 0 LABORATORIES 8026 Lorraine Ave., Suite 214 <br /> 0 EKING IABORATOR 5 <br /> GEOTECHNICAL SERVICES-ENGINE <br /> Stockton, California 95210 <br /> a (209) 472-1091 <br /> y +u FAX: (209) 472-1093 <br /> P <br /> �SSOG� <br /> March 29, 1993 <br /> GEOTECHNICAL INVESTIGATION <br /> FOSTERS FREEZE. <br /> NE CORNER OF WALNUT GROVE AVE AND THORNTON RD <br /> THORNTON, CALIFORNIA <br /> OUR JOB NUMBER: 59312 k <br /> t <br /> I INTRODUCTION 3 <br /> Freeze restaurant on a 2 acre parcel located on ; <br /> It is proposed to construct a Fosters <br /> the northeast corner of Walnut Grave Ave and Thornton Rd, Thornton, California. The F <br /> restaurant will consist of a single story,2640 square foot building with accompanying asphalt <br /> { <br /> E <br /> parking. A storm retention basin,�and on site sewage disposal system will also be <br /> i <br /> constructed. Proposed construction for the building will be wood frame with spread footings <br /> and concrete slab-on-grade. Foundation loads will be light. Although a grading plan has <br /> not been established, it is anticipated;that finished grade for the building pad will be close <br /> to existing grade. The retention basin is estimated to be S feet deep. <br /> E <br /> The site plan and foundation loading data were furnished by Baumbeck & Piazza, <br /> Lodi, California and Lesovsky :Donaldson Architects, Stockton, California. The <br /> itect and <br /> geotechnical study conducted at this site was prepared for- the use of the arch <br /> 1 <br />
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