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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2009_EP-09-2001 thru EP-09-2300_ - EP-09-2195
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2009_EP-09-2001 thru EP-09-2300_ - EP-09-2195
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Last modified
6/15/2021 11:04:12 AM
Creation date
1/11/2016 3:52:19 PM
Metadata
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Template:
Permits_Development
DocName
EP-09-2195
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2009\EP-09-2001 thru EP-09-2300
Year2
2009
Supplemental fields
Card Printed
False
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DocCategory
PublicWorks
DocNum
FileName
RAMON SOTO AND MARIA G DELA ROSA
OrigTo
Project
DRIVEWAY
Remarks
Reported
False
RptSupress
False
Summary
Title
2051 LUCILE AVE N/S OF LUCILE AVE 670' W/O THORNTON RD
Tags
Permits_Development
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COUNTY OF SA <br /> N JOAQUIN <br /> ( DEPARTMENT OF PUBLIC WORKS <br /> P.O. BOX 1810-1810 E. HAZELTON AVENUE Permit No: PS-0902195 <br /> ..,; STOCKTON,CALIFORNIA95201 <br /> _-r>' %j CALDate Issued: 10/02/2009 <br /> - (209)468-3000 Exp. Date: 10/02/2010 <br /> FAX#(209)468-9324 <br /> Project No: PWP110005 <br /> APN No: 08029006 <br /> DRIVEWAY ENCROACHMENT PERMIT <br /> To: DELA ROSA,RAMON SOTO&MARIA G <br /> 2051 LUCILE AVE <br /> STOCKTON CA 95209-1798 <br /> Location: 2051 LUCILE AVE.;N/S OF LUCILE AVE. 670'W/0 THORNTON RD. <br /> In compliance with your request of 10/02/2009, and subject to all the terms,conditions and restrictions written below or printed as general <br /> or special provisions on any part of this form. <br /> Permission is hereby granted to construct One driveway approach w/pipe shown on <br /> Permit Application No.PS-0902195 Quad: LV <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 to pedestrian <br /> and/or vehicular traffic. Adequate lights, signs and barricades shall be placed and maintained by the Permittee for the protection of the <br /> public in accordance with the current Caltrans Standard Specifications. <br /> A(n)(12 inch)Twelve inch inside diameter per section 62 of the current Caltrans Standard Specifications, ALTERNATIVE PIPE AND <br /> PIPE ARCH CULVERTS,shall be installed in roadside drainage ditch for drainage flow maintenance and shall be of sufficient length to <br /> 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 pavement to <br /> right-of-way(front property)line shat I be surfaced with a two inch(2")minimum of asphalt concrete over a(4 inch)Four inch minimum <br /> of compacted layer of three-quarter inch(3/4")maximum size aggregate base material(road gravel)conforming to Class 2 Aggregate <br /> Base specified in Section 26 of the current Caltrans 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 along property line. <br /> Surface grades of approach(es)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 forty-eight(48)hours notice prior to beginning of any work <br /> within the County right-of--way. After completion of the work permitted herein,all debris,lumber,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 /> completion provided by Grantor. <br /> �. . l'SFGx4 3 :vhpNl [B£ 8 sepal[ k tv prim- of? 4pCL p@�3:IpS£� R$f p <br /> id evict, <br /> THOMAS R. FLINN,Director <br /> Department Public Works <br /> By <br /> FORMS: R-17, SS/WW �— it section �— <br /> I <br />
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