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R/W <br />Alternate edge —� <br />Set pipe in new <br />existing ditch at <br />elevation 0.25' to 0.50' / <br />below existing flowline j1 <br />Ditch flowline <br />Material per - <br />chart below <br />A "*��j <br />-aa*—W�� <br />IR/W <br />Min dia cross <br />pipe when required <br />(See notes 5 & 6) <br />25' R <br />A � Edge of existing pavement <br />RURAL DI�IVEWAY <br />TYPE <br />W <br />STRUCTURAL SECTION <br />PCC <br />(Min) <br />(Max) <br />AC/AB(Min) <br />(Min) <br />Rural <br />Residential <br />12'25' <br />2" /4" <br />Ac AB <br />4" <br />Commercial, <br />2 /6" <br />Agricultural and <br />15' <br />40' <br />Ac AB <br />6" <br />Industrial <br />Existing � Var Existing Var <br />pavement pavement <br />0 <br />0.5' Min Variable slope (10% max) <br />to meet existing ground <br />mjWA <br />NOTES: <br />1. Flowline of pipe shall be a min of 3" below ditch U" "U 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. 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 />,Approved by: <br />FOR AGRICULTURAL AND RURAL <br />Asir <br />A% Mi Revision Description <br />.® <br />-COUNTY OF �. <br />