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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2006_EP-06-0101 thru EP-06-0300_ - EP-06-0239
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2006_EP-06-0101 thru EP-06-0300_ - EP-06-0239
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Last modified
6/15/2021 10:34:16 AM
Creation date
12/30/2015 2:14:08 PM
Metadata
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Template:
Permits_Development
DocName
EP-06-0239
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2006\EP-06-0101 thru EP-06-0300
Year2
2006
Supplemental fields
Applicant
PG & E
Contracts
CrossReference
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
BELL HOLE & TRENCH JOB#7-
Owners
Parcel Address
S/S LINNE RD APPROX 94' & 108' E/O ZEPHYR DR
Primary Parcel
Type (2)
PM:3051010105
Tags
Permits_Development
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Backfill with materials equal to or <br /> better than the existing pavement <br /> and base inquality. New Pavement <br /> SZ- shall be 1" thicker than existing. <br /> - <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 /> 6" Min. -- 6„ Pavement . <br /> ( YP ) ....� 611 <br /> •�- f . ..�;.N (TYP I) <br /> 3--0" Compact in 12" max. <br /> layers to a min. relative 3' 0" <br /> compaction of 95%* /. <br /> under pavement and <br /> \ ------- under <br /> / 90% outside pavement. / Variable <br /> Variable Compact in 24" max. <br /> _ O• _ layers to a min. relative <br /> p• — <br /> O.D./2 compaction of 85?.. OD 12 <br /> Compact ,in 6" la ers <br /> ` to a. mipimum re�ative <br /> compaction of 90%. / <br /> 10 Min. O.D:+ 10" Min. 10" Min. O.D.- <br /> O.D. 10" Min. <br /> + 20" Min. O.D. <br /> + 20" Min. <br /> RIGID CONDUIT FLEXIBLE CONDUIT <br /> -r <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 /> No. <br /> Revised By <br /> 1Feb. 1996 pp MProwd by <br /> TYPICAL TRENCH BACKFILL �rr . <br /> Ciro" by J LO r <br /> Chftkad by <br /> COUNTY OF SAN JOAQUIN <br /> s`°" DateNONE ' o�,unrar�oR PLIKC WOW JUNE 1'9.91; <br /> Drawing No. R—2� �i <br />
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