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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2302001 thru PS-2302500_ - PS-2302072
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2023_PS-2302001 thru PS-2302500_ - PS-2302072
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Last modified
8/29/2023 9:09:37 AM
Creation date
8/29/2023 9:05:20 AM
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Template:
Permits_Development
DocName
PS-2302072
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2023
Notes2
Both Sides of Mariposa Rd. 2373' E/O Carpenter Rd.
Address
1445 Van Ness Ave., Fresno,CA 93721
Application
AT&T-Fresno (Valley Permit Desk)
Type
Bell Holes, Bores (up to 12 inch Dia)
Supplemental fields
Cross Ref
PWP730079
Type (2)
Encroachment Permit (EP)
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Note 1 Below <br />6' Min <br />" Pavement $� <br />�V" min <br />{Typ) <br />(Typ) <br />RW RIGHT OF WAV <br />r. <br />-. <br />CENTERLINE <br />F <br />See Note 2 Below <br />3 —4" <br />compact in 12" ma7c <br />p <br />—" <br />BOS BACK OF SIDEWALK <br />layers to a mrn rm.).trve <br />-------- <br />Compaction of 95% <br />far <br />ES STOP SIGN <br />___=___= <br />under pavement and -------- <br />V9'r -����� <br />- Sax outside payement <br />l <br />CSW CONCRETE SIDEWAL <br />— Compact in 24" max <br />QD+12" <br />EDP EDGE OF PAVEMENT <br />_ <br />Iajf9r5 to a min rakytive <br />FENCE <br />OD/2 <br />compaction of 85%. <br />Compaet in 6"_ layers <br />to a min relative <br />Call USA @r=81 <br />compaction of 9t3. <br />48hrs prior to sta <br />1b" Min <br />d 1CI" Min 10" Klin O6 <br />1{}" fdin <br />SAFETY NOTE <br />+ 20' Min <br />+ 2G" Min <br />MOTES; <br />1 . New pavernent shall be 1" thicker than existing pavement, minimum <br />of 0.25 Ft. New base shall be V thicker than existing base, mrn of 0,50 Ft. <br />2. Select ngtive material gr imported granular mpteripl ou 4pproved 4y the DirectQr <br />of Publk Works. Backfill with materials equal to or better than the existing <br />povern"t and base in quality. <br />3. Relative compaction of matIeriola shall tie tested in accordance with <br />the State of Dalifpnnip, Dept. of Troneportation Tewting Wainualy, #get <br />method No. ICollfornla 218 or 231. <br />4. All existing povement shall be neatly cut to lime prior to trench excavation. <br />5. Jetting or pQnding will tw permitted within the street right—of—way with. <br />p .3 year bond, when approved by the Director of Public Works - <br />8. When shown by soil composition and compactability, ninety percent (90%) <br />compaction may he used, when approved by the Director of Publrit Works. <br />i. Special bedding and bpckfill requirements may be shown on the plans or <br />specified in the special provisions. <br />Wix-Eng floc YOU <br />TYPICAL TRENCH BACKFILL <br />COUNTY OF SAN fOAQUIN <br />nPP.iR'TMF717 f)F mlJnLlC W 1787( S <br />dale: DEC 2x14 <br />Owg. No, R-291 <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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