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<br />\' <br />I. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />.- <br />I <br />I <br />I <br />I <br />I <br />I <br />I. <br />I . <br />I <br /> <br />DITCH TYPE I <br />SEE NOTE 3 ~ <br /> <br />2' CONCRETE <br />SHOULDER <br /> <br />PROPERTY L1NEl <br /> <br /> <br />I <br /> <br /> <br />IS'MIN. <br /> <br />MAXIMUM DEPTH FOR <br />5 YEAR FLOOD (TYP.) <br /> <br />I' <br /> <br />.'1;.'~ :~~~~ ~...:~ :c.:~" <br /> <br /> <br />PAVEMENT <br /> <br />ALLOWABLE LONGITUDINAL <br />SLOPE FROM <br />0.4% TO 2.5% <br /> <br />GRASSED SLOPES (TYP.) <br /> <br />DITCH TYPE II <br />SEE NOTE 3 <br /> <br />2' CONCRETE <br />SHOULDER <br /> <br />PROPERTY LINE I <br />IS'MIN. ~ <br />MAXIMUM DEPTH FOR I I' <br />5 YEAR FLOOD (TYP) <br /> <br /> <br />..1;.'~:~'~: ..:....:~...:~... <br /> <br /> <br /> <br /><!l <br />, <br />C\J <br /> <br />PAVEMENT <br /> <br />ALLOWABLE LONGITUDINAL <br />SLOPE FROM <br />0.4% TO 2.5% <br /> <br /><Xl <br /> <br />6" LAYER OF RIP RAP WITH <br />050' 3", AND FIL TER <br />MA TERIAL <br /> <br />4' <br /> <br />DITCH TYPE III <br /> <br />PROPERTY L1NE1 <br /> <br /> <br />I <br />I' <br /> <br /> <br />2' CONCRETE <br />SHOULDER <br /> <br />15' MIN. <br /> <br />'1;..~~.!~ ";,..:~~..' <br /> <br /> <br />PAVEMENT <br /> <br />ALLOWABLE LONGITUDINAL <br />SLOPE LESS THAN 0.4% <br /> <br />611 . <br />'::::::::J I <br />3 <br />CONCRETE TRICKLE CHANNEL <br /> <br />I L:::::: . <br />3 <br /> <br /> <br /> <br />;or~.: '\ :............ H.' <br /> <br />NOTE: <br />1. FOR STREET SLOPES GREATER THAN MAXIMUM ALLOWABLE, CHECK <br />DROPS (2' MAXIMUM HEIGHT) WILL BE REQUIRED. <br />2. STREET CROSS SECTION MAy INCLUDE CONCRETE CURB AND GUTTER. <br />3. PROVIDE 2' WIDE 8" THICK CONCRETE CURB. SEE STREET <br />ST ANARDS DET AIL NO. S-1. <br /> <br /> <br />STORM DRAINAGE CRITERIA <br />ROADSIDE DITCH SECTIONS <br />FIGURE 5-6 <br /> <br />Public Works <br />Department DATEo AUGUST, 1996 <br /> <br />SCALE, N. T.S. <br />