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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2301501 thru PS-2302000_ - PS-2301633
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2301501 thru PS-2302000_ - PS-2301633
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Last modified
9/20/2023 8:12:13 AM
Creation date
9/20/2023 8:06:58 AM
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Template:
Permits_Development
DocName
PS-2301633
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2023
Notes2
Oro Sidewalk Improvements
Address
1445 Van Ness Ave., Fresno,CA 93721
Application
AT&T-Fresno (Valley Permit Desk)
Type
Traffic Control Devices
Supplemental fields
Cross Ref
PWP241901
Type (2)
Encroachment Permit (EP)
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B" <br />Note 1 Below <br />Pavement <br />4 <br />1See Note 2 Belorn <br />31-0" <br />Compact in 12" max— <br />layer% t4 a min relgtive <br />compaction of 'CSX <br />under pavement and <br />war90% <br />outside pavement. <br />Compact in 24" max._/ <br />Wcornpaction <br />yers ko a min relative <br />4D/2 <br />of 85X- <br />Cgmpgct in $- layers — <br />to o min relative <br />compaclion of 500%. <br />L10' <br />10' Min <br />Min 10" Mir <br />�r�5�an <br />6" Min <br />(Typ) <br />'-------- Vor <br />ob+12" <br />H -013--i 10" Min <br />0" <br />+ 2 Min <br />rLEX18LE CONDUIT <br />NOTES <br />1. New pavement shall be 1° thicker than existing pavement, minimum <br />of 025 Ft.. New box shall be 1F thicker than existing base, rnin of 0.50 Ft. <br />2. Select native material or imported granular material as approved by the Directar <br />of Public Works. Backfill with materials equal to or better than the existing <br />pavement and base in quality. <br />.3. Relative eompeetion of materials sha91 be tasted in occordonce with <br />the State of California, Dept. of Tran9portotion Testing Manuals, test <br />method No_ California 216 or 231. <br />4. All exii"Aintp pavement shall be neatly cut to line prior to trench excavation. <br />5. Jetting or i3ondiny will be paxrnittad within the street right—of—wag with <br />0 3 year [gond, when opKoved by the Dinyator of IPublie Works_ <br />6.. When shown by soil cornpp$itian and compgctability, ninety percent (90%F) <br />compaction may be used, when appFQVed by the Director or Public works. <br />7. Special bedding and backfill requirements may be shown on the plans or <br />specified in the special provisions. <br />TYPICAL TRENCH BACKFILL <br />I COUNTY OF SAN JOAQVIN <br />Iif P-%KT%1NNT OF PVBUC 1:WK5 <br />Y Std. Dwg. No. <br />Call USA @ 811 <br />48hrs prior to start of work <br />SAFETY NOTE <br />WORK AREA WILL INCLUDE LANE <br />CLOSURE ON ROAD WITH VERY HIGH <br />TRAFFIC VOLUME. PLEASE PROVIDE <br />COMPLETE WORK AREA PROTECTION. <br />M.O.P REQUIRED <br />CATEGORY - 3 <br />FOLLOW PROCEDURES AS DETAILED IN <br />NORTHERN SECTOR PLAN FOR PROTECTION <br />OF UNDERGROUND AND BURIED CABLE <br />M.O.P. DATED <br />GENERAL NOTES: <br />1. CONTRACTOR SHALL REQUEST LOCATION OF <br />UNDERGROUND FACILITIES BY USA <br />2. CONTRACTOR WILL COMPLY WITH ALL <br />SAN JOAQUIN COUNTY REGULATIONS FOR SPLICE <br />PIT & SURFACE COMPACTION <br />3. CONTRACTOR WILL RETURN WORK AREA BACK <br />TO ORIGINAL OR BETTER CONDITION PRIOR TO <br />START OF WORK <br />4. MAINTAIN 48" MINIMUM COVER <br />
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