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PS-2301047
PublicWorks
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Encroachment(EP)/Driveway(DW) Permits
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2023
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PS-2301047
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Last modified
4/14/2025 8:50:27 AM
Creation date
4/21/2023 3:44:34 PM
Metadata
Fields
Template:
Permits_Development_Driveway
DocName
PS-2301047
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2023
Location
14240 S. Jack Tone Rd.; E/S of Jack Tone Rd.; N/O Lone Tree Rd.
Address
23212 Austin Rd., Ripon,CA 95366
Application
Van Unen Richard O & Valerie TR
Type
Driveway Encroachment
Supplemental fields
APN
20305029
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R/W � W <br />Alternate edge <br />pip <br />Set pipe in line with - <br />existing ditch at _—_______________ <br />elevation 0.25' to 0.50' <br />below existing flowline �l --' -- "----- — -- -- <br />Ditch flowline <br />-IR/W <br />12" Min din cross <br />e when required <br />(See notes 5 & 6) <br />25' R <br />Material per <br />chart below A 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 />Rural <br />12' <br />25' <br />2" /4" <br />4" <br />Residential <br />Maximum fill slope 2:1. <br />AC AB <br />6. <br />Commercial, <br />(min) RCP, or 0.079" Galvanized <br />Corrugated Steel pipe, <br />2" /6" <br />the size varies according <br />Agricultural and <br />15' <br />40' <br />AB <br />6" <br />Industrial <br />Fire Chiefs Association, <br />fire access road standards. <br />Existing <br />povemer <br />0.° <br />Existing �Var ►{ <br />pavement _ <br />7� <br />Variable slope (10% max) <br />to meet existing ground <br />SECTION A --A <br />NOTES: <br />1. 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 />2. At an intersection, no driveway shall be placed within 30' of the <br />point of intersection of the master planned R/W lines. <br />3. Driveways shall be at right angles to the street. <br />4. <br />DRIVEWAYS El TYPE <br />Circle driveways are to <br />be no closer than 75' between <br />centers (residential) <br />or 80' between centers <br />(commercial). <br />5. <br />When cross pipe is used, it shall extend a minimum of <br />3' post the toe of fill <br />slopes of the driveway, <br />all fill shall be compacted to 95% relative compaction. <br />Maximum fill slope 2:1. <br />6. <br />Pipes shall be Class 2 <br />(min) RCP, or 0.079" Galvanized <br />Corrugated Steel pipe, <br />the size varies according <br />to the hydraulic requirement. <br />7. <br />Fire access roads and <br />driveways shall comply with the <br />San Joaquin County <br />Fire Chiefs Association, <br />fire access road standards. <br />Working fur YOU <br />D & E <br />FOR AGRICUP,l1 UINffir, MIm1D RURAL <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Date: DEC 2014 Std. DWg. No. R-17 <br />
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