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COUNTY OF SAN JOAQUIN DW EP No: DW-07 130NE <br /> 'o�qu Cp DEPARTMENT OF PUBLIC WORKS Date Issued: 10/5/2007 <br /> 2 �Z� P.O. BOX 1810- 1810 E.HAZELTON AVENUE Expiration Date: 10/4/2008 <br /> { <br /> STOCKTON,CALIFORNIA 95201 Job No: .11005 <br /> (209)468-3000 <br /> FAX#(209)468-9324 APN No: 025-150-60 <br /> c��jFoR�`P <br /> DRIVEWAY ENCROACHMENT PERMIT CR# 033270- - - <br /> To: DSW AG, INC. Location: 3380 W.TURNER RD.; S/S OF TURNER RD. <br /> -- — 1350'W/0 DEVRIES RD. <br /> P.O. BOX 311 <br /> LODI,CA 95241 <br /> In compliance with your request of _ 10/4/2007 - _Ind subject to all the terms, conditions and <br /> restrictions written below or printed as general or special provisions on any part of this form. <br /> Permission is hereby granted to constuct ONE DRIVEWAY APPROACH shown <br /> on <br /> Permit Application No. DW-07 1301NE <br /> Jobsite shall be kept in a safe condition at all times by removing daily any excess dirt or debris which might be a hazard <br /> to pedestrian and/or vehicular traffic. Adequate lights, signs and barricades shall be placed and maintained by the <br /> Permittee for the protection of the public in accordance with the current Caltrans Standard Specifications. <br /> A(n) SEE STAMP inch ( SEE STAMP - ") inside diameter per section 62 of the current Caltrans Standar <br /> Specifications, ALTERNATIVE PIPE AND PIPE ARCH CULVERTS, shall be installed in roadside drainage ditch for <br /> drainage flow maintenance and shall be of sufficient length to clear toe of approach fill or headwalls. <br /> The entire area of driveway approach(es), include flares for turning and/or paved frontage(s), from the edge of roadway <br /> pavement to right-of-way (front property) line shall be surfaced with a two inch (2") minimum of asphalt concrete over <br /> a FOURInch ( 4 ") minimum compacted layer of three-quarter inch (3/4") maximum size aggregate <br /> - - . <br /> base material(road-gravel) conforming to Class 2 Aggregate Base specified in Section 26 of the current Caltrans <br /> Standard Specification, or with a four inch (4") minimum of portland cement concrete. <br /> If portland cement concrete pavement is installed, expansion joints shall be provided at the edge of pavement and <br /> along property line. Surface grades of approach(es) and/or to open ends of pipe. No ponding nor puddles on <br /> pavement surface shall be allowed. <br /> The Field Engineering Division of this office shall receive no less than forty-eight(48) hours notice prior to <br /> beginning of any work within the County right-of-way. After completion of the work permitted herein, all <br /> debris, lumber, barricades or any excess material shall be removed and the jobsite left in a neat workmanlike <br /> condition. The Permittee shall fill out and mail notice of completion provided by Grantor. <br /> Driveway(s) shall be complete prior to occupancy <br /> of the residence, but not to exceed expiration date. THOMAS R. FLINN, Director <br /> Department of Public Works <br /> WHITE -Permittee <br /> GOLDENROD -PWD Central File <br /> YELLOW Field Inspection <br /> PINK Permit Section <br /> By -- <br /> P rmit section <br /> FORMS: R-17, SS/WW <br /> Access\Permits\Forms\Driveway E Permit T and BCriasS- <br /> LjCUlew�� Revised 07/2000 <br /> _ - - ryQ pipe is required--under <br /> approach at this time. However, if in the future <br /> r <br /> it is determined by the County that pipe <br /> st- <br /> be <br /> required at this locationwner to supplyt shall be the eneendad <br /> biiity of the proPe�Y <br /> .,;,a nPr rounty requirements. <br />