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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 1996_EP-96-201 to EP-96- 250_ - EP-96-238
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EP-96-201 to EP-96- 250
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 1996_EP-96-201 to EP-96- 250_ - EP-96-238
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Last modified
6/15/2021 11:13:28 AM
Creation date
12/30/2015 5:17:47 PM
Metadata
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Template:
Permits_Development
DocName
EP-96-238
Category07
Encroachment(EP)/Driveway(DW) Permits
SubCategory07
1996\EP-96-201 to EP-96- 250
Year2
1996
Supplemental fields
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Contracts
CrossReference
Description
ENCROACHMENT PERMIT
DocCategory
Permit Applications (PA)
Notes
Owners
Parcel Address
Primary Parcel
Type (2)
EP-96-238
Tags
Permits_Development
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T _ <br /> �+n],�,y ..a•�R,•:�.""'�,f.q;'" '+fr.^.s...�yF"' y ��!'ii'r,�7yF.1<'* ti.� :i' r rir'''��'���'�4',"lY� .. '°,� F' I <br /> 4 <br /> COUNTY OF SAN JOAQUIN ".',$-•23b- IE <br /> �� f3 DEPARTMENT OF PUBLIC WORKS E.P.No. <br /> r P.O.BOX 1810-1810 E.HAZELTON AVENUE 7_ <br /> STOCKTON,CALIFORNIA 95201 <br /> (2M)488-3000 (Date Issued) <br /> DRIVEWAY ENCROACHMENT PERMIT �•-15_9`) 1 <br /> HENRY M.HIRATA (Expiration Date) j <br /> DIRECTOR <br /> I <br /> To: „Marc r:. y,_ Location: ii/al N i,l ou l tiny 1.000' <br /> 2014'.5 exr.on Rd. tii/s halon Rd. <br /> r:awe klc�n. ► 95370 <br /> I <br /> I <br /> I <br /> In compliance with your request of 7-2 , 19 `3n , 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 /> Permission is hereby granted to construct ot►w driveway approaca with plow as shown on i <br /> Permit Application No. 4t►--23d-� ' <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 /> I <br /> A(n) tWtllvs inch(. 12 ") 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 /> I <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 j <br /> concrete over a f our 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 /> 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 approaches)and/or to open ends of pipe. No ponding nor puddles on pave- <br /> ment 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 /> HENRY M. HIRATA, Director <br /> Department of Public Works <br /> By <br /> Permit Section <br /> I <br /> f <br /> I FORMS: R-17.SS/W W WHITE-Permittee GOLD-PWD Cents!File YELLOW-Field Inspection PINK-Permit Section PW 16(8194) <br /> i <br />
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