Laserfiche WebLink
Existing Var. Existing <br /> povement 7 pavement Vo r. <br /> —� _ <br /> O <br /> Min. 0.5' Variable slope (10% max.) <br /> to meet existing ground. <br /> SECTION A—A <br /> A <br /> R/W --� _ _ W—�Kbelow R/WAlternate edge Ditch flowline '� ' R <br /> --- ------- - -------'- --------- - ------ n. diameter cross <br /> Materhen required. <br /> chartotes 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 /> RURAL OR TEMP (Min.) (Max.) (Min.) AC/AB (Min.) PCC <br /> RESIDENTIAL 12' 25' 2'Ac/4:A8 4" <br /> AG, TEMP <br /> TEMP INDUSCOMMRCIALTRIAL 15' 40' 2'Ac/6'� 6" <br /> NOTES: <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 on intersection, no driveway sholl be placed within 30' of the <br /> point of intersection of the moster planned R/W lines. <br /> 3. Driveways sholl be at right angles to the street. <br /> 4. Circle driveways ore to be no closer than 75' between centers (residential) <br /> or 80' between centers (commercial). <br /> 5. When cross pipe is used, it sholl extend a minimum of 2' past the toe of fill <br /> slopes of the driveway, all fill sholl 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 /> +w. Rb.d By APPM"a by <br /> 1 Feb. 1996 PD DRIVEWAYS <br /> naer <br /> Or~ by J LD RURAL, AG, & TEMP <br /> "NO`'d by COUNTY OF SAN JOAQUIN [om. SEPT. 1991 <br /> SCOW NONE wmnwa or nuem,roma Omni"no. R <br />