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Existing Var. Existing <br /> pavement pavement Var. <br /> 0 <br /> Min. 0.5' Variable slope (10% max.) <br /> to meet existing ground. <br /> SECTION A®A <br /> A <br /> R/W Wim{ -_�R/WL5R <br /> ® <br /> Alternate edge <br /> ,� <br /> Ditch flowline ,�, <br /> --- --------- - ----------- meter cross <br /> equired. <br /> Material per5 & 6) <br /> chart below <br /> Set pipe in line with <br /> existing ditch at Edge of existing pavement <br /> elevation 0.25' t.o 0.5' A <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 /> AB <br /> AG, TEMP <br /> COMMERCIAL, ' I) <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, 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 /> T1Fe_ <br /> Revised BY Approred try <br /> b. 1996 PD DRIVEWAYS Of o <br /> - RURAL—, AG,a & TEMP — <br /> Drawn by JL.P _ <br /> Checked by GOUN'i'i OF `7AN JOACJUW ' SEPT. 1991 <br /> Scal1,.! D". TMENT OF C'USUC WORKS <br /> IOr <br />