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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_Driveway Permits_PS-1502501 thru PS-1503000_ - PS-1502828
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2015_Driveway Permits_PS-1502501 thru PS-1503000_ - PS-1502828
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Entry Properties
Last modified
6/15/2021 4:42:00 PM
Creation date
12/31/2015 6:14:34 PM
Metadata
Fields
Template:
Permits_Development
DocName
PS-1502828
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2015\Driveway Permits\PS-1502501 thru PS-1503000
Year2
2015
Supplemental fields
Applicant
JOAQUIN - WILLIAM, SHELLEY
Contracts
CrossReference
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
N/S OF EASTERN HEIGHTS RD. 300' W/O FINE RD
Primary Parcel
Type (2)
PS-1502828
Tags
Permits_Development
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COUNTY OF SAN JOAQUIN <br /> !w; �'- •jl DEPARTMENT OF PUBLIC WORKS <br /> P.O.BOX 1810-1810 E.HAZELTON AVENUE Permit No: PS-1502828 <br /> STOCKTON,CALIFORNIA 95201 Date Issued: 10/16/2015 <br /> (209)468-3000 Exp.Date: 10/15/2016 <br /> FAX#(209)468-9324 <br /> Project No: PWP110005 <br /> APN No: 10529020 <br /> DRIVEWAY ENCROACHMENT PERMIT <br /> To: JOAQUIN- WILLIAM,SHELLEY <br /> P.O.BOX 1302 <br /> LINDEN,CA 95236- <br /> Location: N/S OF EASTERN HEIGHTS RD.300'W/0 FINE RD. <br /> In compliance with your request of 10/01/2015,and subject to all the terms,conditions and restrictions written below or printed as general or <br /> 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-1502828 Quad:NE <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 and/or <br /> vehicular traffic. Adequate lights,signs and barricades shall be placed and maintained by the Permittee for the protection of the public in <br /> accordance with the current Caltrans Standard Specifications. <br /> A(n)(SEE STAMP) inside diameter per section 62 of the current Caltrans Standard Specifications,ALTERNATIVE PIPE AND PIPE <br /> ARCH 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 /> 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 shall be surfaced with a two inch(2")minimum of asphalt concrete over a(4 inch) minimum of compacted <br /> layer of three-quarter inch(3/4")maximum size aggregate base material(road gravel)conforming to Class 2 Aggregate Base specified in <br /> 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. Surface <br /> 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 /> DriveNvay(s) shall be complete prior to occupancy of the residence, <br /> but not to exceed expiration date. <br /> Mike Selling,Deputy Director <br /> Department of Public Works <br /> No pipe is required wider <<<y Pc,oss driveway B� <br /> approach at this ti�u o 0oo,,0vcC'if it the future permit sectio <br /> FORMS: SS/WW,R-17 �� it is deteri;iined by the County ti�at pipe will be <br /> required at this location,it 0,ali be the responsi- <br /> bility of the property ownet to supply needed <br /> pipe Icer County requirefuents. <br />
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