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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2022_Driveway Permits_PS-2200000 thru PS-2200500_ - PS-2200204
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Permits & Development - Encroachment(EP)/Driveway(DW) Permits - 2022_Driveway Permits_PS-2200000 thru PS-2200500_ - PS-2200204
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10/20/2022 1:28:18 PM
Creation date
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Template:
Permits_Development
DocName
PS-2200204
Category07
Encroachment(EP)/Driveway(DW) Permits
Year2
2022
Notes2
54 S. Tulsa, Stockton, East of Tulsa Approximately 625.69 Ft. N. of Copperopolis
Address
1448 Cypress Run Dr., Stockton,CA
Application
Darren Overton
Type
Driveway Encroachment
Supplemental fields
APN
10311011
Freehand
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R/W <br />Alternate edge <br />Set pipe in line with-.'... <br />existing ditch at <br />elevation 0.25' to 0.50' _ - <br />below existing flowline <br />Ditch flowline <br />A -4-1 <br />W � _- <br />_ /_ R/W <br />`-12" Min dia cross <br />pipe when required <br />(See notes 5 & 6) <br />2.5' R <br />Material per -%N: <br />— <br />chart below A Edge of existing pavernerii. <br />RURAL_. DRIVEWAY <br />TYPE <br />W <br />STRUCTURAL SECTION <br />PCC <br />W AC/AB(min) <br />(Min) <br />(Min) <br />(Mcix) <br />Rural1. <br />Residential <br />125 <br />" <br />2AC/4AB <br />4» <br />Commercial, <br />2" /6" <br />Agricultural and <br />15' <br />40' <br />AC AB <br />6" <br />Industrial <br />Existing <br />pavemen- <br />t� <br />kir <br />0.5' Min <br />Existing - -----Var <br />pavement <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 112 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. 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 rninimum 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) RCI', 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 />Woarmng for You <br />Approved by; <br />DRI WAY'S - TW1111F D & F <br />FOR AGRICULT111 M D RURAL No. Revision Descri tion —Date <br />COUNTY OF SAN JOA QUTN — <br />DEPARTMENT OF PUBLIC WORKS <br />- Date: DEC 2014 Std. Dwg. No. R-17 <br />
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