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PL I <br />I012NE I <br />8 <br />0 <br />0 <br />0 <br />E <br />✓e,,44G,l"y ¢Qi <br />V <br />CURVE DATA -FACE OF DIKE <br />CURVE <br />Cl <br />ARC <br />31.30 <br />DELTA <br />89*39*440 <br />RADIUS <br />20.00 <br />MW LEi M <br />28.20 <br />MR 9 WIN <br />S 44'27'18' W <br />TAN UNM <br />19.88 <br />C2 <br />98.54 <br />21'13'29' <br />266.DO <br />97.97 <br />S 10 %4'10' M <br />49.84 <br />C3 <br />183.27 <br />44'52'31' <br />234.00 <br />178.63 <br />S 1'35'21' E <br />95.63 <br />109.80 <br />23'39'02" <br />266.00 <br />109.02 <br />S W12*05" E <br />55.69 <br />rC5 <br />17.92 <br />10'22'20' <br />99.00 <br />17.90 <br />S 5'33'44' E <br />8.99 <br />90.75 <br />110'56'35' <br />91.00 <br />84.03 <br />S 43*21,228 M <br />74.13 <br />16.06 <br />9' 17' 43' <br />99.00 <br />16.04 <br />N M' 49' 12' M <br />8.05 <br />m <br />31.53 <br />90'2018' <br />20.00 <br />IM.37 <br />S 45*32*42' E <br />20.12 <br />C9 <br />31.42 <br />90'00'00' <br />20.Do <br />25.20 <br />S 44037'26' V <br />20.00 <br />Ci0 <br />31.42 <br />90'00'00' <br />20.00 <br />'20.25 <br />S 46'22' ' E <br />20.00 <br />Cif <br />86.68 <br />21'i3'29' <br />234.00 <br />86.19 <br />S 1014'10 N <br />43.84 <br />C12 <br />208.34 <br />44'52'3i' <br />265.00 <br />203.05 <br />S 1*35*21' E <br />109.84 <br />C13 <br />96.59 <br />23'39'02' <br />234.00 <br />95.91 <br />S 12'12*050 E <br />46.99 <br />C14 <br />31.38 <br />89'54'30' <br />20.00 <br />28.25 <br />S 44'34'4i' M <br />19.97 <br />17 <br />0 E&Zei! = 7CAZlW -a.. /B ' <br />C HANTEL LANE <br />SCALES: HORIZ. = V = 40' <br />VFAT 1' = 9' <br />R. <br />16` <br />e. GNE". / <br />STREET S <br />0 <br />0 <br />15 <br />0.92' <br />;1.R2 L <br />CURE DATA - CENTER LINE <br />8.05 <br />I <br />NATIVE MATERIAL <br />SEE AC DIKE <br />DETAIL <br />CURVE <br />ARC <br />DELTA <br />RADIUS <br />OM LENGTH <br />CMDm BEARING <br />TAN LENGTH <br />C15 <br />92.51 <br />21*13'298 <br />250.00 <br />92.00 <br />S l0'14'10' N <br />46.84 <br />C16 <br />195.81 <br />44*52*31' <br />250.00 <br />190.84 <br />S 1*35'21m E <br />103.23 <br />C17 <br />103.20 <br />23'39'02' <br />250.00 <br />102.46 <br />S 12*12*050 E <br />52.34 <br />0.17' DIKE <br />023` 4 4,.��� <br />L Varkbk 94 slo" <br />�� lmlw d to by of dike <br />.K <br />shWdw _ <br />0.5' DIKE -TYPE A . <br />•�Q <br />EL GRECO DRIVE <br />SEt SHEET NO. 8 <br />NOTE TO DEVELOPERS <br />AND CONTRACTORS: <br />THESE IMPROVEMENT PLANS HAVE BEEN PREPARED WITH THE INTENT THAT <br />THE FIRM OF RLC ASSOCIATES WILL BE PERFORMING T)iE CONSTRUCTION <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 <br />FIRM OF RLC ASSOCIATES WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS <br />OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN <br />AVOIDED, CORRECTED OR MITIGATED IF RLC ASSOCIATES HAD PERFORMED THE' <br />STAKING WORK. <br />rev i� L <br />No. 22918 r' <br />Exv -31-.9, <br />I i/ <br />r <br />