Laserfiche WebLink
A <br />R/W 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 />--- `R/W <br />12" Min dia cross <br />pipe when required <br />(See notes 5 & 6) <br />25' R <br />Material per ' II <br />chart below A r Edge of existing pavement <br />RURAL DRIVEWAY <br />TYPE <br />W <br />STRUCTURAL SECTION <br />PCC <br />AC AB(Mln) <br />(Min) <br />Rural <br />2"/4"4"Residential <br />Im <br />Ac ABCommercial, <br />2" /6"Agricultural <br />and <br />AO AB <br />6" <br />Industrial <br />Existing <br />pavemer <br />0.` <br />Existing �Var� <br />pavement _ <br />Variable slope (107 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. 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 957 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 />DRIVEWAYS � TYPE ®�� � <br />�®fM M"nA9@jLHWMMN NNUI JIMPIMML <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Date; DEC 2014 <br />