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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2008_EP-08-0301 thru EP-08-0999_ - EP-08-0687
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2008_EP-08-0301 thru EP-08-0999_ - EP-08-0687
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Last modified
6/15/2021 10:50:13 AM
Creation date
12/30/2015 11:57:53 AM
Metadata
Fields
Template:
Permits_Development
DocName
EP-08-0687
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2008\EP-08-0301 thru EP-08-0999
Year2
2008
Supplemental fields
Applicant
CROWDER, FRANK W & PAMELA L
Contracts
CrossReference
Date Entered
3/17/2008
Description
DRIVEWAY ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
W/S OF KAISER RD. 1/4 MI. S/O MARIPOSA RD.
Primary Parcel
Type (2)
Tags
Permits_Development
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r�`' "" '°�•y COUNTY OF SAN JOAQUIN <br /> ,gra 41 <br /> DEPARTMENT OF PUBLIC WORKS <br /> P.O. BOX 1810-1810 E. HAZELTON AVENUE Permit No: PS-0800687 <br /> rPrr, STOCKTON, CALIFORNIA 95201 Date Issued: 03/17/2008 <br /> ed4jQ — (209)468-3000 Exp. Date: 03!17/2009 <br /> FAX#(209)468-9324 <br /> ProjectNo: PWP110005 <br /> APN No: 18105021 <br /> DRIVEWAY ENCROACHMENT PERMIT <br /> To: CROWDER, FRANK W&PAMELA L <br /> 6563 S KAISER RD <br /> STOCKTON CA 95215- <br /> Location: W/S OF KAISER RD. 1/4 MI. S/O MARIPOSA RD. <br /> In compliance with your request of 03/13/2008, 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 hereby granted to construct Two driveways w/o pipes shown on <br /> Permit Application No. PS-0800687 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) (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 <br /> 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 shall be surfaced with a two inch(2")minimum of asphalt concrete over a(4 inch) minimum of <br /> compacted layer of three-quarter inch(3/4")maximum size aggregate base material(road gravel) conforming 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 /> Driveway(s) shall be complete prior to occupancy of the residence, <br /> but not to exceed expiration (late. <br /> THOMAS R. FLINN,Director <br /> Department of Public Works <br /> By r Grp <br /> Permit etion <br /> FORMS: ss/ww,R-17 ;qo pipe is required under and across drivewa, <br /> approach at this time. However, if in the futurE <br /> �t is determined by the County that pipe will N <br /> equired at this location, it shall be the responsi <br /> eiiity of the property owner to supply needle, <br /> pipe per County requirements. <br />
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