Laserfiche WebLink
Existing Var. Existing Var. <br /> pavement 7 pavement 7 <br /> Min. 0.5' Variable slope (10% max.) <br /> to meet existing ground. ---Z/ <br /> SECTION A.-A <br /> A <br /> R/W R/W <br /> Alternate edge Res. 15' R <br /> Ditch flowline '� Comm. 25' R <br /> _ --- ------- - --------- <br /> --- --------- - ----------- 12" Min. diameter cross <br /> pipe when required. <br /> Material per (See notes 5 & 6) <br /> chart below <br /> — — V <br /> Set pipe in line with <br /> existing ditch at A Edge of existing pavement <br /> elevation 0.25' to 0.5' <br /> below exist. flowline. <br /> RURAL DRIVEWAY <br /> TYPE W STRUCTURAL SECTION <br /> (Min.) (Max.) (Min.) AC/AB (Min.) PCC <br /> RURAL OR TEMP <br /> RESIDENTIAL 12' 25' 2Ac/4" 4' <br /> AG, TEMP <br /> COMMERCIAL, ' 't 11 <br /> TEMP INDUSTRIAL 15 40> 2»AC/6 AB 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, BE'-OW 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 /> No. Revised BY Approred by <br /> 1 Feb. 191 gi:, PD DRIVEWAYS IV 'W�4YS <br /> RURAL- AG & TEMP <br /> Drawn b� JL_i.' <br /> Checked by COUN]i OF '-"AN JOAQUIN �_ SEPT i 991 <br /> rMENT Cc :'i IBUC WORKS <br />