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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2007_Drive Way Permits_DW-07-001 thru DW-07-100_ - DW-07-018
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2007_Drive Way Permits_DW-07-001 thru DW-07-100_ - DW-07-018
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Last modified
6/15/2021 10:23:57 AM
Creation date
12/30/2015 10:26:41 AM
Metadata
Fields
Template:
Permits_Development
DocName
DW-07-018
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
2007\Drive Way Permits\DW-07-001 thru DW-07-100
Year2
2007
Supplemental fields
Applicant
A. TEICHERT & SON, INC.
Contracts
CrossReference
Date Entered
2/21/2007
Description
DRIVEWAY ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
36314 SOUTH BIRD RD.; E/S OF BIRD RD.
Primary Parcel
Type (2)
Tags
Permits_Development
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COUNTY OF SAN JOAQUIN DW EP No: DW-07 18SW <br /> DEPARTMENT OF PUBLIC WORKS - - <br /> 2 GG Date Issued: 2/21/2007 <br /> ZA P.O. BOX 1810-1810 E.HAZELTON AVENUE <br /> y < Expiration Date: 2/20/2008 <br /> STOCKTON, CALIFORNIA 95201 - - <br /> (209)468-3000 Job No: 11005 <br /> FAX#(209)468-9324 APN No: 265-080-13 <br /> DRIVEWAY ENCROACHMENT PERMIT CR# BK 346326 <br /> To: A.TEICHERT&SON INC. _ Location: 36314 SOUTH BIRD RD.; E/S OF BIRD RD. 1/2 <br /> - - — <br /> 3500 AMERICAN RIVER DR MILE S/O VERNALIS RD. <br /> SACRAMENTO, CA 95864 <br /> In compliance with your request of _ 2/2/2007 -_ end 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 t0 constuct ONE COMMERCIAL DRIVEWAY APPROACH WITH(5)-PIPES shown On <br /> - - - - — - <br /> Permit Application No. DW-07 18'SW . <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 /> S(n) THIRTY-F ecificationsoALTERNATIVE(UR nch(A'34 `') inside diameter per section 62 of the current Caltrans Standard <br /> P 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 six minim4 6 Jipacted 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 permitted herein, all <br /> 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 /> Driveway(s) shall be complete prior to occupancy <br /> of the residence, but not to exceed expiration date. <br /> THOMAS R. FLINN, Director <br /> WHITE -Permittee Department of Public Works <br /> GOLDENROD -PWD Central File <br /> YELLOW Field Inspection <br /> PINK Permit Section <br /> By <br /> FORMS: R-17, SS/WW P mit section <br /> Access\Perm its\Form s\Driveway E Permit Revised 07/2000 <br />
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