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EP-95-054
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EP-95-054
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Last modified
10/19/2026 1:27:49 PM
Creation date
12/31/2015 12:03:15 PM
Metadata
Fields
Template:
Permits_Development_Driveway
DocName
EP-95-54-M
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
1995
Location
E/O Chantel Ln. 2100' S/O Eight Mile Rd.
Driveway Type
Residence
Address
2554 W. Swain Road
Application
John Glick
Project #
11005
Type
Driveway Encroachment
Tags
Permits_Development
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COUNTY OF SAN JOAQUIN <br /> DEPARTMENT OF PUBLIC WORKS EP No.: EP-95-054-M <br /> P.O. BOX 1810 - 1810 E. HAZELTON AVENUE Date Issued: 3-17-95 <br /> STOCKTON, CA 95201 Expiration Date: 3-31-95 <br /> (209) 468-3000 <br /> DRIVEWAY ENCROACHMENT PERMIT <br /> <br /> HENRY M. HIRATA <br /> DIRECTOR <br /> <br /> To: John Glick Location: E/O Chantel Ln. 2100' +/- <br /> 2554 W. Swain Rd. S/O Eight Mile Rd. <br /> <br /> In compliance with your request of 3-17,1995, and subject to all the terms, condi- <br /> tions and restrictions written below or printed as general or special provisions on any part of this form. <br /> <br /> Permission is hereby granted to construct one driveway approach and bore as shown on <br /> Permit Application No. EP-95-054-M. <br /> <br /> Jobsite shall be kept in a safe condition at all times by removing daily any excess dirt or debris which might be a <br /> hazard to pedestrian and/or vehicular traffic. Adequate lights, signs and barricades shall be placed and maintained by <br /> the Permittee for the protection of the public in accordance with the current Caltrans Standard Specifications. <br /> <br /> A(n)___________inch ( ") inside diameter per Section 62 of the current Caltrans Standard <br /> Specifications, ALTERNATIVE PIPE AND PIPE ARCH CULVERTS, shall be installed in roadside drainage ditch <br /> for drainage flow maintenance and shall be of sufficient length to clear toe of approach fill or headwalls. <br /> <br /> The entire area of driveway approach(es), including flares for turning and/or paved frontage(s), from the edge of <br /> roadway pavement to right-of-way (front property) line shall be surfaced with a two inch (2") minimum of asphalt <br /> concrete over a four inch (4") minimum compacted layer of three-quarter inch (3/4") maximum size <br /> aggregate base material (road gravel) conforming to Class 2 Aggregate Base specified in Section 26 of the current <br /> Caltrans Standard Specification, or with a four inch (4") minimum of portland cement concrete. <br /> <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 pave- <br /> ment surface shall be allowed. <br /> <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 /> <br /> HENRY M. HIRATA, Director <br /> Department of Public Works <br /> By: <br /> Permit Section <br /> <br /> FORMS: R-17, SS/WW Dike Detail WHITE-Permittee GOLD-PWD Central File YELLOW-Field Inspection PINK-Permit Section PW 16(8/94) <br />
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