Laserfiche WebLink
Jil 04 09 10:11a Deeann Siler 209-333-1124 p.3 <br /> I. LUUy 1:91fN��l t'_HUWItSiii.H Ik i'1ALLa tPJI No. WU Y. 1 <br /> Existing Va r. <br /> pavement - Existing <br /> �' pavement Vc r, .� <br /> Min. 0.5' Q <br /> Variable slope X10? max.) <br /> to meet existing ground_ <br /> SECTION A--A sir.N i3*99TAIJL <br /> A ��' Fu'fvRCs <br /> R!W W R/W <br /> Alternate edge Res. 15' R <br /> Oitch flowline-, � 'Comm. 25' R fx 414 <br /> 1 <br /> --- ------' ---------- <br /> 12" Min, diameter cross <br /> Material per'. pipe when required. <br /> chart below See notes 5 & 5) <br /> Set pipe in line with — <br /> existing ditch of h r �... � i � Ed of exi in <br /> elevation 0.25' to 0.5' A = <br /> 9 $t g pavement <br /> 1 below exist. flowline. <br /> RURAL DRIVEWAY A0b for. ++ES <br /> TYPE W STRUCTURAL SECTION <br /> RURAL OR TEMP (Miro.) (Max.) (Min.) AC/AB ( cin.) PCC <br /> i RESIDEN71AL 12' 25' 2:�/4` 4" <br /> AS <br /> AG, TEMP i <br /> COMMERCIAL <br /> TEMP INDUSTRIAL 15' 40' 2Ac/6+A8 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 [)ITCH FLOWLINE. <br /> I 2. At on intersection, no driveway shall be placed within 30' of the <br /> point of intersection of the moster planned R/W lines. <br /> 3. Driveways Shoff be at right angles to the street. <br /> 4. iircle 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 c minimum of 2' post the toe of fill <br /> slopes of the drivewoy, all fill shall be compacted to 957. relative compaction. <br /> Maximum fill slope 2:1. <br /> 6. Pipes shall be Reinforced Concrete. or 0,029" Golvonized Corriigoted Steel pipe, <br /> the size varies according to the hydraulic requirement. <br /> t w by <br /> Feb. 1996 PD DRIVEWAYS 'Z- <br /> -^ <br /> RURAL, AG-, & TEMP <br /> JLD <br /> o.�►.. COUNTY OF SAN JQAOUIN o.0 <br /> L$0NONE oCrnRsuQrr a pwuc VIM; SEPT. 1991 <br /> 7 <br />