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SU0014686
Environmental Health - Public
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SU0014686
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Last modified
1/25/2022 4:19:53 PM
Creation date
1/25/2022 3:46:28 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0014686
PE
2600
FACILITY_NAME
S-77-8
STREET_NUMBER
550
Direction
E
STREET_NAME
WATTERS
STREET_TYPE
RD
City
FRENCH CAMP
APN
19335002
ENTERED_DATE
12/27/2021 12:00:00 AM
SITE_LOCATION
550 E WATTERS RD
QC Status
Approved
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SJGOV\jcastaneda
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EHD - Public
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J. H. KLEINFELDER & ASSOCIATES File No. 5-2282-1 <br /> February 9, 1978 <br /> PAGE SIX <br /> It is recommended that all footing excavations on this project <br /> be observed by a representative of J. H. Kleinfelder & Associates <br /> prior to placing of concrete in these excavations . <br /> Floor Slabs <br /> It is our opinion that floor slabs or exterior concrete slabs <br /> should be underlain by a minimum of 6 inches of recompacted native <br /> soil or Engineered Fill. The recommended degree of compaction is <br /> 90 percent of the maximum dry density as obtained by the ASTM <br /> D-1557-70 test procedure. In addition, we recommend that slab- <br /> on-grade floors be underlain by a minimum 4-inch thick layer of _ <br /> free-draining gravel or clean coarse sand to act as a capillary <br /> moisture break. The gravel should be covered by a moistureproofing <br /> membrane such as "Moiststop" or visqueen in order to act as a <br /> vapor barrier. The membrane should then be covered with 1 to <br /> 2 inches of clean moist 'sand to protect the membrane during <br /> construction. <br /> ADDITIONAL SERVICES <br /> This report completes our present scope of work on this <br /> project. As the design is finalized and specifications and <br /> working drawings are prepared, your office may consult with <br /> us on unanticipated problems or questions . Upon request, our <br /> firm can provide guide specifications for items pertaining to <br /> our report. We recommend that a review copy of the foundation <br /> and grading plans and specifications be provided to our firm <br /> prior to issuance of these documents for bidding purposes . <br /> This report is based on the assumption that an adequate <br /> program of inspections and tests will be performed by our firm <br /> during construction to verify construction compliance with these <br /> recommendations . These tests and inspections would be additional <br /> services provided by our firm. The costs for these services are <br /> not included in our present fee arrangements . The recommended <br /> tests and inspections include, but are not necessarily limited <br /> to, the following: <br />
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