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To: BIl{RAM SIGN <br />24661 S. AUSTIN <br />RIPON, CA 95366 <br />C�.`�ITNI[IIF ��. �;FS iN �� + J I I <br />11YEPART114FNT OF P1JBL,IC WORDS <br />P.O. BOX 1810-1810 E. HAZELTON AVENUE Permit No: PS -2001606 <br />STOCKTON, CALIFORNIA 95201 Date Issued: 07/21/2020 <br />(209) 468-3000 Exp, Date: 07/21/2021 <br />FAX, # (209) 4683 9324 <br />Project No: PWP110005 <br />APN No: 25724035 <br />IaRIV EWAY F111M ®+ACHlVIElaT L PEEUVILIT <br />Location: 24061 S. AUSTIN RD.; W/S OF AUSTIN RD. 385' S/O WEST RIPON RD <br />•00 Y <br />hi compliance with yon• request of 06/11/2020, and subject to all the terms, conditions and restrictions written below or printed as general or <br />special provisions on any part of this form. <br />Permission is hereby granted to construct One driveway w/o pipe shown on <br />Permit Application No. PS -2001606 Quad: SE <br />Jobsite shall be kept in a safe condition at all tithes by removing daily any excess du -t or debris which might be a hazard to pedestt•ian and/or <br />vehicular traffic. Adequate lights, signs and barricades shall be placed and maintained by the Permittee for the protection of the public in <br />accordance with the current Caltrans Standard Specifications. <br />A(n) (SEE STAMP j ilside diameter per section 62 of the cwrent Caln•ans Standard Specifications, ALTERNATIVE PIPE AND PIPE <br />ARCH CULVERTS, shall be installed ni roadside drainage ditch for dt ainage flow maintenance and shall be of sufficient length to clear toe of <br />approach fill or headwalls. . <br />The entre area of ch•iveway approach(es),ntclude flares for turning and /or paved frontage(s), from the edge of roadway pavement to <br />right -of --way (fi ont property) lice shall be surfaced with a ttivo inch (2") milinutn of asphalt concrete over a (4 filch) Four itch minimum of <br />compacted layer oftlu•ee-quarter inch (3/4") maximum size aggregate base material (road gravel) conforming to Class 2 Aggregate Base <br />specified in Section 26 of the current Caltrans Standard Specification, or with a four iich (4") mininutn ofportland cement concrete. <br />If portland cement concrete pavement is installed, expansion join <br />ts shall be provided at the edge of pavement and along property line. Sw•face <br />grades of approaches) and/or to open ends of pipe. No ponding or puddles on pavement surface shall be allowed. <br />The field Engineering Division of this office shall receive no less than f6 <br />t•ty-eight(48) hours notice prior to beginning of any wort; <br />,t itltitt the County tight-of-wray. �.fter completion of the work permitted herein, at1 debris, lurcher, barricades or any excess <br />material shall be removed and the jobsite left in a neat workmanlike condition. The Permittee shall fill out and mail notice of <br />coattl,letion provided by Grantor. <br />Driv <br />eway(s) shall be complete prior to occupancy of the residence, <br />but not to exceed etpiration date. <br />No pipe is required under sand across ilrivr.F�ay <br />approach at tt;is tune,. Aovrever, ii in *hr f�.�ture <br />it is determined bJ the County in", tripe will 6e <br />required at this location, it shall be the respol1w <br />bility of the preperiy Drano to supply needed <br />piPe per County raquirement:, <br />Ft•itz Buchman, Interim I;�irectot• <br />Depac•i�teeni of Pul�liie ���od•ks <br />4 - ;li/ �I <br />Permit section <br />