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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2014_PS-1402501 thru PS-1403000_ - PS-1402934
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2014_PS-1402501 thru PS-1403000_ - PS-1402934
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Last modified
6/15/2021 4:29:43 PM
Creation date
12/31/2015 1:34:16 PM
Metadata
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Template:
Permits_Development
DocName
PS-1402934
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2014\PS-1402501 thru PS-1403000
Year2
2014
Supplemental fields
Applicant
IRISH CONST
Contracts
CrossReference
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
VINTAGE RD 265' N/O HARNEY LN
Primary Parcel
Type (2)
PS-1402934
Tags
Permits_Development
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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" 61, 6" Min. <br /> (TYP•) {TYP ) <br /> r„ �wCompact in 12" max. <br /> 31-0" 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 /> OO• _ layers to a min. relative <br /> compaction of 85%. O' OD+12" <br /> r �• r <br /> 0•D•/2 Compact in 6" layers <br /> to a minimum relative <br /> compaction of 90%. <br /> 10" Mtn. - - O.D— ' —10" Min. 10" Min. O.D. 10" Min. <br /> 0.D. O.D. <br /> + 20" Min. + 20" Min.-- <br /> RIGID <br /> inaRIGID CONDUIT FLEXIBLE CONDUIT <br /> NOTES: <br /> 1. Relative compaction of materials shall be tested, in acdordance 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 <br /> pecial- <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. Revised By Approved by <br /> 1 Feb. 1996 PD ` <br /> TYPICAL TRENCH BACKFILL rn <br /> Direct4 of Public Works <br /> Dra;, by J LD <br /> Chodcad by COUNTY OF SAN JOAQUIN Date JUNE 1997 <br /> Scale NONE DEPAMMEW DP PUBLIC wove Drawing No. R=29 <br />
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