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SITE INFORMATION AND CORRESPONDENCE_1998-2000
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SITE INFORMATION AND CORRESPONDENCE_1998-2000
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Last modified
3/31/2020 3:10:51 PM
Creation date
3/31/2020 2:34:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE INFORMATION AND CORRESPONDENCE
FileName_PostFix
1998-2000
RECORD_ID
PR0506203
PE
2960
FACILITY_ID
FA0007271
FACILITY_NAME
LINCOLN CNTR ENV REMEDIATION TRUST
STREET_NUMBER
0
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
CURRENT_STATUS
01
SITE_LOCATION
PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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JUL 08 '99 1457 FR LFR*E FRICKE 510 652 2246 TO 912094683433 P.19i21 <br /> Backfill with materials equal to or <br /> better than the existing pavement <br /> and base in quality. New Pavement <br /> shall be 1" 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 /> 6" Min. 6., 1 6" 6" Mi <br /> n. <br /> (TYP•) <br /> Compact in 12" max. <br /> 3'-0" \ layers to a min. relative <br /> \ compaction of 957• <br /> under pavement and / Variable <br /> 90% outside pavement. \ — ------ <br /> Variable -- — --= Compact in 24" max. <br /> -- i layers to a min. relative <br /> compaction of 857. OD+12" <br /> O.D./2 Compact in 6" layers <br /> to a minimum relative <br /> �\ \ compaction of 907.. <br /> 10" Min. O.D. 10" Min. 10" Min. O.D. 10" Min. <br /> O.D. O.D. <br /> + 20" Min. + 20" Min. <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> I <br /> f <br /> NOTES: <br /> 1. Relative compaction of materials shall be tested in accordance with <br /> the State of California, Dept. of Transportation Testing Manuals, test <br /> method No. California 215 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 compoctability, ninety percent (907) <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 /> special 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 /> •ow"� h <br /> No. RMaO e7' <br /> feb. 1996 ra TYPICAL TRENCH BACKFILL �n ' <br /> W" I of WOGe Ww% <br /> JLD <br /> C. a COUNTY OF SAN JOAQUIN Dow JUNE 1997 <br /> NONE over or was.oaa --og Ra R-29 <br /> A`. <br />
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