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Permits & Development - Encroachment(EP)/Driveway(DW) Permits-2021_Driveway Permits_PS-2101001 thru PS-2101500_-PS-2101169
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits-2021_Driveway Permits_PS-2101001 thru PS-2101500_-PS-2101169
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Last modified
1/18/2023 8:27:19 AM
Creation date
1/18/2023 8:24:38 AM
Metadata
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Template:
Permits_Development
DocName
PS-2101169
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2021
Notes2
12622 E. Harney Ln.; S/S of Harney Ln. 1490' E/O Hibbard Rd.
Address
12622 E. Harney Ln., Lodi,CA 95240
Application
Gallegos Sixtoporicarpio
Type
Driveway Encroachment
Supplemental fields
APN
06324007
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A 47 <br />R/VJ W <br />Alternate edge <br />Set pipe in line with <br />existingd itch at ---------------- <br />elevation 0.25' to 0.50' - - ------ — <br />below existing flowline — ---------------- <br />NOTES: <br />1. <br />2 <br />Ditch flowline <br />---�R/W <br />12" Min dia cross <br />pipe when required <br />(See notes 5 & 6) <br />25' R <br />Material per <br />chart below A111\Edge of existing pavement <br />RURAL DRIVEWAY <br />TYPE <br />W <br />STRUCTURAL SECTION <br />PCC <br />(Min) <br />(Max) <br />AC AB(Min) <br />(Min) <br />Rural12' <br />25' <br />2" /4" <br />4" <br />Residential <br />Ac AB <br />Commercial, <br />21)/6"6AB <br />Agricultural and <br />15' <br />40 <br />6" <br />Industrial <br />Existin Var Existin �Var <br />pavement pavement _ <br />O <br />0.5' Min Variable slope (10% max) <br />to meet existing ground <br />SECTION A -A <br />Flowline of pipe shall be a min of 3" below ditch flowline and a Max <br />of 1/2 the diameter of the pipe, below ditch flowline. <br />At an intersection, no driveway shall be placed within 30' of the <br />point of intersection of the master planned R/W lines. <br />Driveways shall be at right angles to the street. <br />Circle driveways are to be no closer than 75' between centers (residential) <br />or 80' between centers (commercial). <br />5. When cross pipe is used, it shall extend a minimum of 3' past the toe of fill <br />slopes of the driveway, all fill shall be compacted to 95% relative compaction. <br />Maximum fill slope 2:1. <br />6. Pipes shall be Class 2 (min) RCP, or 0.079" Galvanized Corrugated Steel pipe, <br />the size varies according to the hydraulic requirement. <br />7. Fire access roads and driveways shall comply with the San Joaquin County <br />Fire Chiefs Association, fire access road standards. <br />DG°d0WE�if9A1FS . TRE oD A E <br />DUH manK9M 1L'l1 UtMN& gUmul 1111URIMLL, <br />COUNTY OF SAAT JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Date: DEC 2014 <br />Dwg. No. �yjo'� <br />
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