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A� <br />R/W � W <br />Alternate edge <br />Set pipe in line with <br />existing ditch at <br />--————————————— <br />— <br />elevation 0.25' to 0.50' - - - - - - - - <br />below existing flowline -- ---------------- <br />Ditch flowline <br />I R/W <br />-12" Min dia cross <br />pipe when required <br />(See notes 5 & 6) <br />25' R <br />Material pert----� ------ <br />chart below A► Edge of existing pavement <br />RURAL DRIVEWAY <br />TYPE <br />W <br />STRUCTURAL SECTION <br />PCC <br />(2" AC OVER 6" AB PER <br />(Min) <br />(Max) <br />AC ARMin) <br />(Min) <br />Rural <br />Residential <br />12' <br />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 />O <br />0.5' Min Variable slope (10% max) <br />to meet existing ground <br />SECTION A—A <br />NOTES: <br />/y/ <br />0 5 10 20 <br />SCALE: 1"=20' <br />NOTES <br />1. UTILITY LOCATIONS SHOWN ARE APPROXIMATE BASED ON ABOVE <br />GROUND APPURTENANCES, CONTRACTOR TO FIELD VERIFY PRIOR TO <br />CONSTRUCTION <br />CONSTRUCTION NOTES <br />O IMPROVE 25' COMMERCIAL DRIVEWAY PER SJCO STD. DWG. R-17 <br />02 SAWCUT AND 12" AC DEEPLIFT FOR CLEAN EVEN MATCHLINE <br />03 PROTECT EX. 12" CULVERT IN PLACE <br />® EX. GATE AND POSTS TO REMAIN, ADJUST GATE TO FINISHED GRADE. <br />LEGEND <br />EX. CHAIN LINK FENCE <br />PROPERTY LINE <br />12" SD EX. STORM DRAIN <br />EX. GROUND ELEVATION <br />2" AC OVER 6" AB <br />PER SJCO STD. <br />DWG. R-17. <br />_.,.VARIES <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. $$ <br />3. Driveways shall be at right angles to the street. SSS <br />4. Circle driveways are to be no closer than 75' between centers (residential)G� U qr <br />or 80' between centers (commercial). <br />5. When cross pipe is used, it shall extend a minimum of 3' past the toe of fill �p,`l ROPE Z <br />CO <br />slopes of the driveway, all fill shall be compacted to 95% relative compaction. \A i�j M <br />o , <br />Maximum fill slope 2:1. 0 X: <br />o. 45277 <br />6. Pipes shall be Class 2 (min) RCP, or 0.079" Galvanized Corrugated Steel pipe, �4 W. 9_30_22 <br />the size varies according to the hydraulic requirement. 0 <br />7. Fire access roads and driveways shall comply with the San Joaquin County N N iS'. CIVO- <br />Fire Chiefs Association, fire access road standards. �2 OF G�lf` <br />!`ice <br />4� i 1 AR <br />Approved by: <br />DRIVEWAYS - TYPE D & E <br />FOR AGRICULTURAL AND RURAL No. Revision Description Date <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Date: DEC 2014 Std. Dwg. No. R-17 <br />VICINITY MAP <br />SCALE: N.T.S. <br />TYPICAL PAVEMENT SECTION <br />SCALE: N.T.S. <br />��ATIVE SOIL @ 95% <br />RELATIVE COMPACTION <br />Know what's below. <br />0111 before you dig. <br />N <br />N <br />O <br />N <br />r -j <br />0 <br />U <br />0 <br />EX. ASPHALT PAVEMENT <br />PROPOSED AC PAVING <br />(2" AC OVER 6" AB PER <br />SJCO STD. DWG. R-17) <br />EX. GROUND ELEVATION <br />2" AC OVER 6" AB <br />PER SJCO STD. <br />DWG. R-17. <br />_.,.VARIES <br />1. Flowline of pipe shall be a min of 3" below ditch flowline and a max <br />of 1/2 the diameter of the pipe, below ditch flowline. <br />2. At an intersection, no driveway shall be placed within 30' of the <br />point of intersection of the master planned R/W lines. $$ <br />3. Driveways shall be at right angles to the street. SSS <br />4. Circle driveways are to be no closer than 75' between centers (residential)G� U qr <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 �p,`l ROPE Z <br />CO <br />slopes of the driveway, all fill shall be compacted to 95% relative compaction. \A i�j M <br />o , <br />Maximum fill slope 2:1. 0 X: <br />o. 45277 <br />6. Pipes shall be Class 2 (min) RCP, or 0.079" Galvanized Corrugated Steel pipe, �4 W. 9_30_22 <br />the size varies according to the hydraulic requirement. 0 <br />7. Fire access roads and driveways shall comply with the San Joaquin County N N iS'. CIVO- <br />Fire Chiefs Association, fire access road standards. �2 OF G�lf` <br />!`ice <br />4� i 1 AR <br />Approved by: <br />DRIVEWAYS - TYPE D & E <br />FOR AGRICULTURAL AND RURAL No. Revision Description Date <br />COUNTY OF SAN JOAQUIN <br />DEPARTMENT OF PUBLIC WORKS <br />Date: DEC 2014 Std. Dwg. No. R-17 <br />VICINITY MAP <br />SCALE: N.T.S. <br />TYPICAL PAVEMENT SECTION <br />SCALE: N.T.S. <br />��ATIVE SOIL @ 95% <br />RELATIVE COMPACTION <br />Know what's below. <br />0111 before you dig. <br />N <br />N <br />O <br />N <br />r -j <br />0 <br />U <br />0 <br />