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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2300000 thru PS-2300500_ - PS-2300069
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2300000 thru PS-2300500_ - PS-2300069
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Last modified
1/9/2023 9:18:01 AM
Creation date
1/9/2023 9:16:00 AM
Metadata
Fields
Template:
Permits_Development
DocName
PS-2300069
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2023
Notes2
E/S of Gillis Rd. 32' S/O Main St.
Address
1445 Van Ness Ave., Fresno,CA 93721
Application
AT&T-Fresno (Valley Permits Desk)
Type
Trench; Bore (up to 12 inch Dia)
Supplemental fields
Cross Ref
PWP730079
Type (2)
Encroachment Permit (EP)
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0+40 R <br />/W0+16 EOP0+00CL0+20 R/W0+10 EOP0+000+20 R/W0+10 EOP0+00CL966 GILLIS RDROAD SIGNTREEEXIST. POLE #2ROAD SIGNWATER LIDWATER LIDDIRT DRIVEWAY185'E MAIN ST GILLIS RD12312'R=3'L=5'FENCE24' <br /> D <br />IRT10' DIRT32'6'32'R=3'L=5'UNK. HH7'2'8'0+20 R/W0+10 EOP0+00CL0+20 R/W0+10 EOP0+00CL0+20 R/W0+10 EOP0+00CLP/L966 GILLIS RDAPN:10325014DIRT <br /> DR <br />IVEWAYPOLESAI <br /> CABONETTREE213' GILLIS RD4512'2'R=3'L=7'FENCE10' DIRTDIRT <br /> DR <br />IVEWAY3'7'17'N POLEFOCFACE OF CURBPROPOSED CONDUITR/WRIGHT OF WAYCLCENTERLINELEGENDBOSBACK OF SIDEWALKSSTOP SIGNCSWCONCRETE SIDEWALKCONSTRUCTION NOTESSAFETY NOTE WORK AREA WILL INCLUDE LANECLOSURE ON ROAD WITH VERY HIGHTRAFFIC VOLUME. PLEASE PROVIDECOMPLETE WORK AREA PROTECTION.GENERAL NOTES:1. CONTRACTOR SHALL REQUEST LOCATION OFUNDERGROUND FACILITIES BY USA2. CONTRACTOR WILL COMPLY WITH ALLSAN JOAQUIN COUNTY REGULATIONS FOR SPLICEPIT & SURFACE COMPACTION3. CONTRACTOR WILL RETURN WORK AREA BACKTO ORIGINAL OR BETTER CONDITION PRIOR TOSTART OF WORK4. MAINTAIN 48" MINIMUM COVEREXCAVATION DATAEOPEDGE OF PAVEMENTFOLLOW PROCEDURES AS DETAILED INNORTHERN SECTOR PLAN FOR PROTECTIONOF UNDERGROUND AND BURIED CABLEM.O.P. DATEDM.O.P REQUIREDCATEGORY - 3Call USA @ 81148hrs prior to start of work1/2"0'1"FENCESEE MATCH <br /> L <br />INE <br /> ON <br /> BOTTOM <br /> LEFTCONGRUEXR A S I A P A C I F I C-01/05/20220'30'15'1VIA TRENCHPM 1 DU 43'PL. 43' 1-4'' DUCTPTS 77 OR EQUIV.NO SCALECement Slurry Backfill(AT&T)PROPOSED EXCAVATIONREPLACE BASE AND FINISHEDSURFACE EQUAL TO OR GREATERTHAN EXISTING AS PER AGENCYSTANDARDS AND APPROVAL OFCITY, COUNTY OR STATE INSPECTOR.48" Min. Cover12"Existing GradeBelow Existing GradeTYPICAL CONDUIT DEPTH DETAIL (DIRT)TYPICAL TRENCH DETAIL1-4'' DUCTSEE MATCH <br /> L <br />INE <br /> ON <br /> TOP <br /> R <br />IGHT 2DIG 4'X4' RECEIVE PIT3VIA BOREPM 1 DU 190'PL. 190' 1-4'' DUCTPTS 77 OR EQUIV.4VIA BOREPM 1 DU 220'PL. 220' 1-4'' DUCTPTS 77 OR EQUIV.5DIG 8'X5' BORE PIT& PL. NEW 4'X4' MHNO SCALE48" Min. Cover12"Existing GradeBelow Existing GradeTYPICAL BORE DETAILTYPICAL CONDUIT DEPTH DETAIL (DIRT)(AT&T)1-4'' DUCTEXIST. POLE #2TOP VIEWEOPEOP E <br /> MA <br />IN <br /> STEXIST.RISEREOPEOP GILLIS RDPL. 1-4''DUCTNOTE: SEE SHEET #3 & #4 FOR MH DETAILSNOTE: SEE SHEET #2 FOR TRENCH BACKFILL DETAILS
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