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2900 - Site Mitigation Program
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PR0009012
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Last modified
11/1/2018 9:32:15 PM
Creation date
11/1/2018 11:56:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0009012
PE
2960
FACILITY_ID
FA0004532
FACILITY_NAME
FRMR KEARNEY-KPF FACILITY
STREET_NUMBER
1624
Direction
E
STREET_NAME
ALPINE
STREET_TYPE
AVE
City
STOCKTON
Zip
95205
APN
11708006-09
CURRENT_STATUS
01
SITE_LOCATION
1624 E ALPINE AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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12d01/2F%05 10: 56 2094689324 AOL SJCO PERMITS PAGE 02/02 <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 /> (Typin.) 6., IT 6" 6" Min. <br /> (TYp•) <br /> 3'-0'1 Compact in 12" max. <br /> layers to a min. relative 3' 0" <br /> \ compaction of 95%* / <br /> __—_______ under pavement and _ <br /> _-__--- / 90% outside pavement. \ _ -----__— / Variable <br /> Variable --- Compact in 24" max. <br /> -- -- <br /> = 00. layers to a min. relative <br /> compaction of 85%. O' OD+12" <br /> O.D./2 Compact in 6" la err <br /> to a minimum relative <br /> \� \ compaction of 90%. <br /> 10" Min. 0.D. 10" Min. 10" Min. O.D. 10" Min. <br /> O.O. O.D. <br /> + 20" Min. 1 20" Min. <br /> RIGID CONDUIT FLEXIBLE CONDUIT <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 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 /> 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 /> Na. R.W,d Hy Approved by <br /> 1 , Feb. 1996 TYPICAL TRENCH BACKFILL rn <br /> MMof P-br- work, <br /> ik� b JLD <br /> b, COUNTY OF SAN JOAQUIN �1e JUNE 1997 <br /> SCO" NONE pa`�RPrEHf QC PUBl1C woares ClfOwib9 No. R-29 <br />
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