Laserfiche WebLink
Existing Var. Existing <br /> pavement 7 pavement � Var. <br /> -�- 1"7 <br /> f-- <br /> 0 <br /> Min. 0.5' Variable slope (10% max.) <br /> to meet esxisting ground. <br /> SECTION AOA <br /> A <br /> R/W �__ W � �R/Ws-® <br /> Alternate edge 15' R <br /> ,� m. 25' R <br /> Ditch flowline� ,�. <br /> --- ---------- - ------------S12" Min. diameter cross <br /> MaterialPipe when required. <br /> chart: b (See notes 5 & 6) <br /> Set pipe in line with <br /> existing ditch at �` Edge of existing pavement <br /> elevation 0.25' to 0.5' A <br /> below exist. floWline. - <br /> RURAL DRIVEWAY <br /> TYPE W STRUCTURAL SECTION <br /> (Min.) (Max.) (Min.) AC/A8 (Min.) PCC <br /> RURAL OR TEMP <br /> RESIDENTIAL 12' 25' ?AC/4AB 4' <br /> AG, TEMP <br /> COMMERCIAL, > > » <br /> TEMP INDUSTRIAL 15 40 2»AC AB <br /> 6„ <br /> NOTES: <br /> ES: <br /> 1. FLOWLINE OF PIPE SHALL BE A MIN. OF 3” BELOW DITCH FLOWLINE <br /> AND A MAX. OF 1/2 DIAMETER OF 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 2' 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 Reinforced Concrete, or 0.079" Galvanized Corrugated Steel pipe, <br /> the size varies according to the hydraulic requirement. <br /> rFe <br /> By AW&,ed by <br /> DRIVEWAYS 1 - <br /> 9hF PD <br /> _ t p <br /> Or o i. <br /> RURAL AG & � CMR w <br /> grawn y JLC? <br /> Checked by COUN I-`( OF SAN JOAQUIN _ �- SEPT. 1991 <br /> Scale i,l�l'•Ij-, 'lfENi'OF OLIBLIC WORKS —� <br />