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ARCHIVED REPORTS XR0011651
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2900 - Site Mitigation Program
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PR0521409
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ARCHIVED REPORTS XR0011651
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Last modified
6/20/2019 1:45:59 PM
Creation date
6/20/2019 11:45:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011651
RECORD_ID
PR0521409
PE
2950
FACILITY_ID
FA0014531
FACILITY_NAME
PLYMOUTH ROAD STORM DRAIN PROJECT
STREET_NUMBER
0
STREET_NAME
COUNTRY CLUB
STREET_TYPE
BLVD
City
STOCKTON
Zip
95204
CURRENT_STATUS
01
SITE_LOCATION
0 COUNTRY CLUB BLVD
QC Status
Approved
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EHD - Public
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Backfill with materials equal to or <br /> better than the existing pavement <br /> and base In quality New pavement <br /> A shall be I " thicker than existing <br /> pavement, minimum of 0 25 feet <br /> ' New base shall be 1 " thicker than <br /> existing base, minimum of 0 5 feet <br /> ' Existing <br /> Pavement <br /> 5" Min ---� 5„ �_,._ 6„ <br /> ' <br /> CTyRIva.) a. (TYR in <br /> 3' 0° Compact In 12" max <br /> ' l -f <br /> ayers to a min relative 3 <br /> compaction of 95%* / <br /> ____ ___ under pavement and _________ <br /> _ / 909; outside pavement _ ---_—___ / Variable <br /> Variable ` � Compact In 24" max <br /> ` z layers to a min relative i <br /> O -- compaction of 85% OD+12" <br /> 0 D /2 Compact in 6" layers <br /> �\ \ compaction minimum <br /> 90%trve <br /> 10" Min OD 10" Min 10" Min 0 D 10" Min <br /> 0D OD <br /> + 20" Men + 20" Min <br /> RIGID CONDUIT <br /> FLEXIBLE CONDUIT <br /> ' NOTES: <br /> I Relative compaction of materials shall be tested in accordance with <br /> the State of California, Dept of Transportation Tes#ing Manuals, test <br /> ' method No California 216 or 231 <br /> 2 All existing pavement shall be neatly cut to line prior to trench excavation <br /> 3 Jetting or ponding will be permitted within the street Right of Way with <br /> ' a 3 year bond <br /> 4 When shown by soil composition and compactability, ninety percent (90%) <br /> compaction may be used, when approved by the Director of Public Works <br /> 5 Special bedding requirements may be shown on the plans or specified In <br /> speciol provisions <br /> 6 Shoulders shall be as shown on the plans or specified In the special <br /> ' provisions but in no case shall the shoulder be less than three feet wide <br /> as measured from the edge of pavement <br /> M <br /> roved tlSPP Y <br /> TYPICAL TRENCH BACKFILL r72- �Direct of Public Works <br /> COUNTY OF SAN JOAQUINtet• JUNE 1997 <br /> DEPAM xr of Pusix Wof= <br /> Drorvly Flo R-29 <br />
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