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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2006_DRIVEWAY_DW-06-0251 thru DW-06-0300_ - DW-06-264
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2006_DRIVEWAY_DW-06-0251 thru DW-06-0300_ - DW-06-264
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Last modified
6/15/2021 10:23:23 AM
Creation date
1/23/2016 4:51:30 AM
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Permits_Development
DocName
DW-06-264
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2006\DRIVEWAY\DW-06-0251 thru DW-06-0300
Year2
2006
Address
2403 SECTION AVE.; N/S OF SECTION AVE.
Supplemental fields
APN
Applicant
RICHARD SEVILLA
City
Cross Ref
DocCategory
Permits
Type (2)
Tags
Permits_Development
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COUNTY OF SAN J <br /> OAQ U I N DW EP No: DW-06 264 SS <br /> DEPARTMENT OF PUBLIC WORKS <br /> P.O. BOX 1810-1810 E. HAZELTON AVENUE Date Issued: 11/16/2006 <br /> 1 ti STOCKTON, CALIFORNIA 95201 Expiration Date: 2/28/2009 <br /> (209)468-3000 Job No: 11005 <br /> FAX#(209)468-9324 APN NO: 173-020-49 <br /> DRIVEWAY ENCROACHMENT PERMIT CR# BK346257 <br /> To. RICHARD SEVILLA Location: 2403 SECTION AVE.; NIS OF SECTION AVE. <br /> 4320 KAISER RD 300'E/O MARIPOSA RD. <br /> STOCKTON, CA 95215 <br /> In compliance with your request;of 11/14/2006 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 <br /> Permit Application No. DW-06 264 SS . shown on <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 nch ( SEE 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 (front property) line shall be surfaced with a two inch (2") minimum of asphalt concrete over <br /> a FOUR mrnimt 4 ipacted 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 <br /> peitted 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 /> WHITE Permittee <br /> THOMAS R. FLINN, Director <br /> - <br /> GOLDENROD -PWD Central File Department of Public Works <br /> YELLOW Field Inspection <br /> PINK -Permit Section <br /> By <br /> FORMS: R-17, SS/WW <br /> Permit section <br /> Access\Permits\Forms\Driveway E Permit <br /> Revised 07/2000 <br />
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