Laserfiche WebLink
R/W- <br />Alternate edge <br />5'et pipe in line willr--� <br />eutditch at <br />ellevevatiq on 0.25' to 0.50 <br />he low existing flowline � <br />Ditch flowline <br />W <br />/W <br />2" k/lin clic cross <br />pipe when required <br />(See notes 5 ! 6) <br />Moicriol pe, — <br />chary below A� �Edge of existing pavement <br />IYI�F� <br />W_ <br />>TRIJCTUR/�� `,G.CfIC�PJ <br />�'CC: <br />(Min) <br />(Ir1a,t) <br />A(;.AIditt) <br />(Min) <br />12' <br />25' <br />2" /4" <br />4° <br />si <br />Residential e <br />Ac AB <br />Commercial <br />11 <br />2A /6 <br />Agricultural and <br />15' <br />q0 <br />A6 <br />6" <br />Industrial <br />Existing Vai F°- Existing -z Var <br />pavement pavement <br />Variable slope (10% max)—Z <br />0.5' Min to meet existing ground <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 />I. 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 (ruin) 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 />` �r s r � 'rr •' <br />Un A"RHUU B UnH& MSV nUnMlli <br />COUNTY OF SAN .IOAQUIN <br />DEPART�IEN'r OF PUi3 LTC \VORKS <br />Date: DEC 20 <br />14 <br />