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COUNTY OF SAN J OAQ U I N DW EP No: oW-06 ___ 8jEs <br /> cpG DEPARTMENT OF PUBLIC WORKS Date Issued: 11AW006 <br /> �-, P.O. BOX 1810-1810 E. HAZELTON AVENUE Expiration Date: 11/5/2007 <br /> { STOCKTON,CALIFORNIA 95201 <br /> Job No: <br /> No: 11005 <br /> • (209)468-3000 - <br /> �P FAX#(209)468-9324 APN No: 157-253-17 <br /> X11:0 CR# ''027321 <br /> DRIVEWAY ENCROACHMENT PERMIT --- --- - <br /> To: SANTOS ARELLANO Location: 726 S.HINKLEY AVE. ; E/S OF HINKLEY AVE. <br /> 200'S/O HORNER AVE. <br /> 11502 VENICE CIRCLE <br /> STOCKTON,CA 95206 <br /> In compliance with your request of 11/1 5/2005 _end 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 on <br /> Permit Application No. !DW-06- __-_-_-SES <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 _�Ich ( EE STAMP ") inside diameter per section 62 of the current Caltrans Standard <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(frontproperty) line shall be surfaced with a two inch (2") minimum of asphalt concrete over <br /> a FOUR _lrninimy 4 j�pacted layer of three-quarter inch (3/4") maximum size aggregate <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. <br /> THOMAS R. FLINN, Director <br /> WHITE -Permittee Department of Public Works <br /> GOLDENROD -PWD Central File <br /> YELLOW -Field Inspection <br /> PINK -Permit Section <br /> By <br /> FORMS: R-17, SS/WW Pe it section <br /> Access\Permits\Forms\Driveway E Permit No ipe is Revised 07/2000 <br /> approach at this time. However, if in the future <br /> t is determined by the County that pipe will b: <br /> required at this location, it shall be the respons< <br /> bility of the property owner to supply needer <br /> pipe per County requirements, <br />