PS-2302311 - Laserfiche WebLink

Home Browse Search

R/W A I _ W Alternate edge Set pipe in line with existing ditch at___________ elevation 0.25' to 0.50' -- below existing flowline ------------------ Ditch flowline ---IR/W 12" Min dia cross pipe when required (See notes 5 & 6) 25' R Material per T chart below A Edge of existing pavement RURAL DRIVEWAY TYPE W STRUCTURAL SECTION PCC (Min) (Max) to the street. AC/AB(Min) (Min) Rural12' be no closer than 75' between 25' 2" /4" 4" Residential 5. Ac AB 3' past the toe of fill Commercial, slopes of the driveway, all fill shall be compacted to 95% relative compaction. 2AC02 /6 Maximum fill slope 2:1. Agricultural and 15' 40' AB 6" Industrial the size varies according to the hydraulic requirement. 7. Existing �Var� Existing fVar—►{ pavement pavement - ----- - O 0.5' Min Variable slope (107 max) to meet existing ground SECTION A -A NOTES: 1. Flowline of pipe shall be a min of 3" below ditch flowline and a max of 1/2 the diameter of the pipe, below ditch flowline. 2. At an intersection, no driveway shall be placed within 30' of the point of intersection of the master planned R/W lines. 3. Driveways shall be at right an DRIVEWAYS to the street. 4. Circle driveways are to be no closer than 75' between centers (residential) or 80' between centers (commercial). 5. When cross pipe is used, it shall extend a minimum of 3' past the toe of fill slopes of the driveway, all fill shall be compacted to 95% relative compaction. Maximum fill slope 2:1. 6. Pipes shall be Class 2 (min) RCP, or 0.079" Galvanized Corrugated Steel pipe, the size varies according to the hydraulic requirement. 7. Fire access roads and driveways shall comply with the San Joaquin County Fire Chiefs Association, fire access road standards. -TYPED & E FOR AGRICULTURAL AND RURALK1^1 COUNTY OF SAN JOAQUIN DEPARTMENT OP PUBLIC WORKS Date: DEC 2014