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SU0003210
Environmental Health - Public
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2600 - Land Use Program
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SA-91-27
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SU0003210
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Entry Properties
Last modified
5/7/2020 11:29:43 AM
Creation date
9/6/2019 10:54:00 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0003210
PE
2633
FACILITY_NAME
SA-91-27
STREET_NUMBER
5051
Direction
E
STREET_NAME
LIBERTY
STREET_TYPE
RD
City
GALT
ENTERED_DATE
11/6/2001 12:00:00 AM
SITE_LOCATION
5051 E LIBERTY RD
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\L\LIBERTY\5051\SA-91-27\SU0003210\APPL.PDF \MIGRATIONS\L\LIBERTY\5051\SA-91-27\SU0003210\CDD OK.PDF \MIGRATIONS\L\LIBERTY\5051\SA-91-27\SU0003210\EH COND.PDF \MIGRATIONS\L\LIBERTY\5051\SA-91-27\SU0003210\IMP PLN.PDF
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EHD - Public
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SAN JOAQUIN COUNTY BUILDING INSPECTION DIVISION <br /> ---------------------------------------------------------------- <br /> 1810 E Hazelton Avenue Stockton, CA 95205 (209) 468-3123 <br /> PLAN CHECK <br /> Permit No: 173038 Date: 9-27-91 <br /> Applicant: Susan Strange Phone #: (209) 637-8861 <br /> Owner: same Phone #: same <br /> Location: 5051 E. Liberty Rd. <br /> Plans Examiner: Wayne Chan <br /> To speed up the recheck process, note on this list (or a copy) <br /> where each correction item has been addressed, i. e. , plan sheet, <br /> specification, etc. Be sure to enclose the marked up list when you <br /> submit the revised plans. <br /> Please make all corrections on the original tracings and submit two <br /> sets of prints, and any original plan sets that may have been <br /> returned to you. <br /> CORRECTION AND/OR ADDITIONAL INFORMATION REQUIRED AS FOLLOWS: <br /> 1 . Please provide volume of earthwork for the pond excavation on <br /> the east side of the graveled road. <br /> 2 . Show typical section of the gravel road within the flood plain. <br /> 3 . Provide culvert design for peak flow of storm runoff. Specify <br /> invert elevation and size of the culvert on plans . <br /> 4 . Show erosion protection on both inlet and outlet of culvert. <br /> 5 . Provide signed copy of special inspection agreement, for <br /> compaction test over the section of gravel road within the <br /> flood plain where fill is greater than 6" . <br /> 6. The proposed grading operation is considered as engineering <br /> grading per sec. 7014 (a) of UBC since volume of earthwork is <br /> exceeding 5000 cubic yards . Therefore, plans and engineering <br /> calculations shall be wet signed and stamped by a licensed civil <br /> engineer. _ <br /> 7 . Please show statement on plans : The project sh �� <br /> with the 1988 UBC, Chapter 29 and 70. IVIS <br /> pERMIi1StkVIctS <br /> i <br />
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