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10 <br />4 <br />LA se etL( &(or7 (3 <br />17 (200)2- <br />I32C <br />800. 200 1000 1200 1(100 <br />L= MINIMUM LENGTH OF CREST VERTICAL CURVE (FT) <br />1600 <br />1800 <br />S12 <br />Stce et <br />Lu I/ <br />Lksej a <br />veC- Cg1 <br />G�Ac_v2 of <br />2000 <br />Figure III -41. Design controls for crest vertical curves, for stop- <br />ping sight distance and open road conditions— <br />upper range. <br />'i <br />• <br />J�: <br />0• <br />P <br />/ <br />set <br />Ah : •Q <br />,p `• <br />\-1 <br />�c\G/.\ <br />,- 0 <br />APL' <br />\'- <br />gyp J <br />Iir/ <br />55N \pt\ K' <br />pMPH <br />v,6 <br />NPH <br />K' <br />K�400 <br />® <br />Fr <br />1001_,GallidlO <br />\J„. 65 <br />V = 70 MPH <br />K` 540 <br />dig <br />800. 200 1000 1200 1(100 <br />L= MINIMUM LENGTH OF CREST VERTICAL CURVE (FT) <br />1600 <br />1800 <br />S12 <br />Stce et <br />Lu I/ <br />Lksej a <br />veC- Cg1 <br />G�Ac_v2 of <br />2000 <br />Figure III -41. Design controls for crest vertical curves, for stop- <br />ping sight distance and open road conditions— <br />upper range. <br />'i <br />