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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2022_PS-2200501 thru PS-2201000_ - PS-2200512
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2022_PS-2200501 thru PS-2201000_ - PS-2200512
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Last modified
10/11/2022 4:39:58 PM
Creation date
10/11/2022 4:31:36 PM
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Template:
Permits_Development
DocName
PS-2200512
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2022
Notes2
18001 E. Kettleman Ln.
Address
1445 Van Ness Ave., Fresno,CA 93721
Application
AT&T- Fresno
Type
Bell Hole; Bore (up to 12 inch Dia)
Supplemental fields
Cross Ref
PWP730079
Type (2)
Encroachment Permit (EP)
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TYPICAL BACKFILL DETAIL <br />�i�t�arg� <br />f M -n , Pavement -"'I Iain <br />0 <br />e : (Typ) <br />'tire- ti <br />See Mote low <br />Compact ire 12 rna � - <br />layers to a °miri rfrlOti <br />cornpor- on in Var <br />-- --- -- under ovemert and -- --- - <br />-- -- - - ar <br />!30 o t u`de p-orrernent_ <br />Compalct in 24 rnox �z 013+12" <br />loyera to a rni n, relative <br />e: <br />e e ? ccrr poctio d of 85%. <br />Compact in 6' lagers <br />to al rni n relative <br />compaction of 90%. <br />D" hi�� 10 din 1 �� Min� 1 0' Mir, <br />20 Min + 20" Min <br />RIGID ONDUIT FLEXIBLE CONDUIT <br />1 . New pavement shall be 1 ' thicker than ex sting paQerrient, minimu-M <br />of 0.25 R- Rew bgve shall to 1 " thipker than exist-ing base, min of 0.50 Ft. <br />2. !�eIect native materia'I or imported g rantula r materia. as approved by the D irecto r <br />of Public Works. Backfill with materials sequali to ar better tho r, the existing <br />puyem-ent and base in, quality. <br />3, Rel -afire compaintion of materials shoal to tested in otcorbartce with <br />the State of Gallfomila, Capt, of Transportation Test -Ing Monuals, test <br />method Ido_ €flifornic� 216 or 231- <br />4: <br />31_4: rill txiskiriq pov*rnt ri t &-h al I be -nerdy cut to i'i n & prior t5 trench -Axta ration_ <br />5, Jetting air ponding w I I be permitted with iri the st-r t right -of -gray with <br />a 3 3 sor bond, whffn, approved byr tie Diractor of Public: Work&. <br />8. WLhen shown by sail co rin pasitio-n and com paatabi li ty. n in,c kir- percent (.90%) <br />compaction moyr be as -ed, when app -roved by the Director of Public Works. <br />se <br />7 Special bedding ani t)ockfiII requirements may be shown on the plans or <br />specified in the special provisions. <br />Apped"d try: <br />en <br />TYPICAL TRENCH BACKFILL <br />No Fevinion men flan Date <br />kA 01-' S AN )0- A -,fear <br />..e *11,�RTMENT OF MIBL-h7 WORKS <br />Wofldng for YOU pots: 2�1 � Std. Dag, No, R-29 <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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