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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2008_EP-08-2000 thru EP-08-3000_ - EP-08-2470
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2008_EP-08-2000 thru EP-08-3000_ - EP-08-2470
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Last modified
6/15/2021 10:55:27 AM
Creation date
12/30/2015 11:18:45 AM
Metadata
Fields
Template:
Permits_Development
DocName
EP-08-2470
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2008\EP-08-2000 thru EP-08-3000
Year2
2008
Supplemental fields
Applicant
CAFFESE. E & D COTRUSTEE
Contracts
CrossReference
Date Entered
8/8/2008
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
5475 VAN ALLEN ROAD: W/S OF VAN ALLEN ROAD APPROX.
Primary Parcel
Type (2)
Tags
Permits_Development
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-- COUNTY OF SAN JOAQUIN <br /> DEPARTMENT OF PUBLIC WORKS <br /> P.O.BOX 1810-1810 E. HAZELTON AVENUE Permit No: PS-0802470 <br /> STOCKTON.CALIFORNIA 95201 Date Issued: 08'03'3008 <br /> .. <br /> (209)468-3000 Epp. Date: 08/08/3009 <br /> FAX#(209)468-9324 <br /> Project No: PWPI 10005 <br /> APN No: 18327011 <br /> DRIVEWAY ENCROACHMENT PERMIT <br /> To: CAFFESE. E&. D COTRUSTEE <br /> 5475 VAN ALLEN RD. <br /> STOCKTON. CA 95215- <br /> Location: 5475 VAN ALLEN ROAD; W/S OF VAN ALLEN ROAD APPROX. I MILE SOUTH OF <br /> ST. IiWY. RTE.4 <br /> In compliance with your request of 08/07/2008,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 herebv granted to construct One driveway approach w/pipe shown on <br /> Permit Application No. PS-0802470 Quad: SE <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)(16 inch) inside diameter per section 62 of the current Caltrans Standard Specifications,ALTERNATIVE PIPE AND PIPE ARCH <br /> CULVERTS, shall be installed in roadside drainage ditch for drainage flow maintenance and shall be of sufficient length to clear toe of <br /> approach fill or headwalls. <br /> "1 he 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-w-av(front property) line shall be surfaced with a two inch(2")minimum of asphalt concrete over a(4 inch) minimum of <br /> compacted laver of three-quarter inch(3/4")maximum size aggregate base material(road gravel)conformin,to Class 2 Aggregate Base <br /> 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 /> a y . . <br /> THOMAS R. FLINN, Director <br /> Department of Public Works <br /> BY — <br /> / Permit s/ tion <br /> FORMS: SS/W W,R-17 <br />
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