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f 0/W —� <br />A10ternate edge <br />Set pipe in line with <br />existing Glitch at _ <br />elevation 0.25' to 0,50' , - -- <br />below existing flowline <br />Ditch flovdlir�e <br />IVlaterial per <br />Chart below <br />q �i6iN�11 <br />ilf,e...,.� <br />4 <br />-- W ---�{ <br />-4kio4 6j v\\—Edge <br />R/W <br />12 Min dia cross <br />�//�pipe when required <br />(See notes 5 & 6) <br />25' R <br />of existing pavement <br />"fYPFe <br />'�V <br />5TF2UC;TUR,t�L Si.C;TfC�RI <br />A AUMin) <br />P(;C <br />(Min) <br />(Min) <br />(Max) <br />Rural <br />Residential <br />12 <br />25 <br />„ d„ <br />2AC <br />As <br />Commercial, <br />2" 6" <br />Agricultural and <br />15' <br />4'0' <br />Ac/ AB <br />g" <br />Industrial <br />Existing <br />pavement <br />0.5' in <br />NOTES: <br />1. Flowline of pipe shall be a min of 3" belo�+ ditch flowline <br />of 1 /2 the diarneter of the pipe, below ditch flowline. <br />rel At an intersection, no driveway shall be placed within 30' <br />point of intersection of the master planned R/W lines. <br />Driveways shall be at right angles to the street. <br />Existing I��----Var--�m- <br />pavement �� 7 <br />Variable slope (10% max) <br />to meet existing ground <br />SE�TIQh� A <br />-A. <br />N <br />6 <br />and a max <br />Circle driveways are to be no closer than 75' between centers (residential) <br />or 80' between centers (commercial). <br />When cross pipe is used, it shall extend a minimum of 3' 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 />Pipes shall be Class 2 (min) RCP, or 0.079" Galvanized Corrugated Steel pipe, <br />the size varies according to the hydraulic requirement. <br />7. Fire access roads and driveways shall comply with the San Joaquin County <br />Fire Chiefs Association, fire access road standards.In <br />Approved by: <br />11 C �y"i G / �9 Gd d <br />I VAX <br />Revision Description Date <br />GEI'ARTM <br />EiV`C OF PUBLIC WORDS <br />Date: <br />DEC 201 <br />