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Last modified
2/14/2023 12:44:33 PM
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2/14/2023 12:08:15 PM
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PW - Survey
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0 <br />OR <br />DIRECTIONS FOR USE OF TABLES <br />i <br />TABLE No. 1. <br />Distance of slope stake from side or shoulder <br />stake for any width roadway, slope l Y:22 to I. <br />If ground is nearly level, the cut or fill at side <br />stale <br />left <br />of t <br />is located by the double entry method i*n <br />column and top row. <br />The number i.n body <br />able i*n same row and column dive <br />from side stake to slope stake. If <br />I eveZ estimate the difference in elei <br />the side A <br />amount if <br />ake and slope stake, I <br />cue, elevate i*f fi <br />to cut or fill and find distance <br />rod at this point, and line o <br />target. IE it does not <br />necessary. <br />s distance <br />ground is not <br />ition between <br />ower target by this <br />Add this amount <br />in table. Set up <br />f sight should cut <br />make the slight adjustment <br />TABLE No. 9. <br />To find Tangent and External for curve of <br />by degree of curve and <br />any other degree, dvev;ride <br />40 <br />add correction found in column <br />Degree of curve with a given <br />I <br />by dividing tangent, (or external), <br />given tangent, (or external)*' <br />t <br />1 <br />of corrections. <br />maybe found <br />opposite I by <br />The distance from a point on the tangent to <br />he curve is very nearly the square of the tangent <br />ength divided by <br />twice the radius. <br />is <br />r <br />TABLE II <br />TRIG011vTO:VIETRIC FOItb1UL1Eo <br />/,A= ZMOP ZB = ZPON = ZOPL <br />R = 0 B MEMEMEM" c 1 <br />sinA= � = i= a= cos ]3=LP <br />cos A= � = b b=sing=OL <br />tan A= � _ 0 MQ MQMQ= cotB=MQ <br />NT NT <br />cot = ON — 1—NT=tanB=NT <br />secA0= Q = OQ=OQ=cscB=O0Q <br />OT OT <br />cscA= ON 1=UT= see B=UT <br />vers A = LM = LM = covers B # <br />OP — LP <br />covers A = OP = OP — LP = vera B <br />exsec A = PQ = coexsec DI <br />coexsec A = PT = exsec B <br />= � 1— Los A cos � A � 1 +Cos A <br />sin � A <br />2 �I 2 <br />sin 2A = 2 sin A cos A cos 2 A = cos' A —sin' A <br />Law of Lines gin A _ sin B _ sin C' <br />a B C <br />Law of Cosines e' = a' +b2 —2 ab cos C <br />Law of Tangents a+b _ tan % (A -I-B) <br />a—b tan % (A — B) <br />
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