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76 Escauatioa & Grading <br />Ir~aael ~ N.E <br />__ __ .--- rA N.o. ___, n.,...1 <br /> CROWN \ \ <br /> ` <br />A.C. <br />SU86RAOE A B. <br /> leR <br />AL SNOULDER 4 ~ 9101M10 <br />A.C~~ <br />i• CONCRETE A.B. <br />i SU86RADE A9. A.S.B. <br />H_R DWT SHOULDER 4 _. - <br />I - J <br />~aV~rN~Mim .. .. .. <br />ff AIBGRAOE <br />qm aN4! <hN~r A'C' A.B. pIRT SMDULDEp <br />'~ AB. SHOULDER 4 A.fl SHOULDER <br />I. M. P, 2H. 2X DITCN <br />KR <br />~! CROWN <br />STIBBRADE A.4 <br />A.fl <br />;j LIYE TRERIE9 BASE <br />~ Road sections <br />Figure 5-1 (A) <br />cross section in Figure 5-1. <br />These grade changes are less imposing if the men doing <br />)' the work can visualize what the finished grade should look <br />~i I' Iike. This will help keep them from getting confused by ell <br />I~!~ . the stakes the grade setter must set to lay out the work. The <br />~I ~ ~ foreman and grade setter should watch the ezcavatioii <br />,I! equipment carefully on highway work until the'men become <br />familiar with the fill and cut areas. <br />'~ I When staking out a highway job, the surveyors usually <br />.. run a row of information stakes and hubs at the right-of-way <br />line on each side of the road. The right-of-way line on each <br />side of the road is usually the limit of the construction area. <br />No work should be done and no equipment should travel <br />