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V <br />S- <br />0 0 <br />Q <br />5 6 <br />CURVE DATA -FACE OF DIKE <br />CURVE <br />AHC <br />DELTA <br />RADIUS <br />CHOHO LENGTH <br />CHORO BEARING <br />TAN LENGTH <br />C1 <br />31.30 <br />89'39'44' <br />20.00 <br />28.20 <br />S 44'27'18' <br />N <br />i9.88 <br />C2 <br />98.54 <br />21'13'29' <br />266. DO <br />97.97 <br />S 10'14'10' <br />M <br />49.84 <br />C3 <br />183.27 <br />44'52'31' <br />234.00 <br />178.63 <br />S 1'35'21' <br />E <br />95.63 <br />C4 <br />109.80 <br />23'39'02' <br />256.00 <br />109.02 <br />S 12'12'05' <br />E <br />55.69 <br />Cs <br />17.92 <br />10'22'20' <br />99.00 <br />17.90 <br />S 5'33'44' <br />E <br />8.99 <br />C6 <br />98.75 <br />110'56'35' <br />51.00 <br />84.03 <br />S 43'21'22' <br />N <br />74.13 <br />C7 <br />16.06 <br />,9'17'43' <br />99.00 <br />.04 <br />N 85'48'12' <br />M <br />8.05 <br />C8 <br />31.53 <br />90'20'16' <br />20.00 <br />.37 <br />S 43'32'@' <br />E <br />20.12 <br />C9 <br />31.42 <br />90'00'00' <br />20.00 <br />28.28 <br />S 44'37'26' <br />N <br />20.00 <br />CIO <br />31.42 <br />90'00'00' <br />20.00 <br />28.28 <br />S 45'22' ' <br />E <br />20.00 <br />C11 <br />96. SO <br />21'13'29' <br />234.00 <br />86.19 <br />S 10'14'!0 <br />N <br />43. B4 <br />C12 <br />208.34 <br />44'52'3i' <br />266.00 <br />203.05 <br />S 1'35'21' <br />E <br />109.84 <br />C13 <br />96.59 <br />23'39'02' <br />234.E <br />95.91 <br />S 12'12'05' <br />E <br />46.99 <br />C14 <br />31.38 <br />x'54'30' <br />20.00 <br />28.26 <br />S 14'34'11' <br />N <br />- 19.97 <br />17 <br />7 <br />O'eaV = 76E6&1 a. /B <br />16 <br />0 <br />2% <br />16' <br />, <br />,tiiC.L� I 0.12�nIM� <br />0.92' <br />Swfod <br />91.4225 a.°� 0.17'DIKE <br />o s NATIVEaaEwAL 02'1' 025! <br />T <br />, SEE AC DIKE <br />DETAILFIN aIw 0�fA Nat00rOf� <br />nwlWW so bV of dike <br />e fft <br />TAIL <br />0.5' DIKE -TYPE A <br />15 <br />Aft 10414E 3954 <br />^•39. a� <br />-3B•28-53F-4U2~a t <br />LZV / <br />4F49 - <br />op <br />o a <br />7L" -3B. 7G <br />8 <br />UN <br />N <br />N <br />9 <br />\fie <br />14 <br />10 <br />W� <br />ARC <br />OELTA <br />RADIUS <br />v� <br />CHORD BEARING <br />TAN LENGTH <br />C15 <br />,� <br />21'13'29' <br />250.00 <br />92.08 <br />S 101410' N <br />46.84 <br />CIO <br />1.81 <br />N� <br />250.00 1 <br />190.84 1 <br />h <br />!03.23 <br />Cil <br />- 44" - - <br />TC� 39.53 O <br />32 <br />V <br />EL GRECO DRIVE <br />SEt SHEET NO.8 <br />NOTETO CONTRACELOPERS �oRULaaUNAI <br />CURE DATA - CENTER LINE <br />CURVE <br />ARC <br />OELTA <br />RADIUS <br />CHORD LENGTH <br />CHORD BEARING <br />TAN LENGTH <br />C15 <br />92.61 <br />21'13'29' <br />250.00 <br />92.08 <br />S 101410' N <br />46.84 <br />CIO <br />1.81 <br />44'52'31' <br />250.00 1 <br />190.84 1 <br />S 1'35'21' E <br />!03.23 <br />Cil <br />103.20 <br />23'39'02' 1 <br />250.00 1 <br />102.46 1 <br />S 12'12'05' E I <br />52.34 <br />THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT <br />THE FIRM OF RLC ASSOCIATES WILL BE PERFORMING T)IE CONSTRUCTIONNo. 22918 <br />STAKING FOR THE COMPLETE PROJECT. IF, HOWEVER, ANOTHER ENGINEERING <br />AND/OR SURVEYING FIRM SHOULD BE EMPLOYED TO USE THESE PLANS FOR THE <br />PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE ,ff�l C1V1 A", <br />v <br />FIRM OF RLC ASSOCIATES WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS <br />F OFCAUF <br />C H ANT <br />E L <br />LANE <br />OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN <br />AVOIDED, CORRECTED OR MITIGATED IF RLC ASSOCIATES HAD PERFORMED THE I <br />STAKING WORK. <br />1 <br />SCALES: HORIZ. = 1'= 40' <br />vroT , ,. - o' <br />v <br />