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EI GHT MILE ROAD <br />SEE SHEET NO.9 <br />i <br />V 23 <br />CURVE DATA -FACE OF DIKE <br />CURVE <br />ARC <br />TA <br />RADIUS <br />CHORD LENGTH <br />CHORD BEARING <br />TAN LENM <br />Ci <br />31.30 <br />89*39*446 <br />20.00 <br />28.20 <br />S 44`2718' w <br />i9.88 <br />C2 <br />98.54 <br />21'13'29* <br />266.00 <br />97.97 <br />S !0'i4'iO' K <br />49.84- <br />C3 <br />183.27 <br />44'52'3i' <br />234.00 <br />178.63 <br />S 1' '21' E <br />96.63 <br />C4 <br />509.80 <br />23'39'02" <br />265.00 <br />i09.02 <br />S 12'12'05' E <br />55.69 <br />C5 <br />17.92 <br />10*22'200 <br />99.00 <br />17.90 <br />5 5'33'44' E <br />6.99 <br />C6 <br />98.75 <br />110'56'350 <br />51.00 <br />84.03 <br />S 43*21'22' W <br />74.13 <br />C7 <br />16.06 <br />9' 17' 43' <br />99.00 <br />16.04 <br />N 85' 49' 12' w <br />8.05 <br />C8 <br />3i.53 <br />90'2016' <br />20.00 <br />28.37 <br />S 45.32'42' E <br />20.12 <br />C9 <br />31.42 <br />90*00,00, <br />20.00 <br />28.29 <br />S 44'37'25' li <br />20.00 <br />Ci0 <br />31.42 <br />90,00,00' <br />20.00 <br />26.20 <br />5 45'22'34' E <br />20.00 <br />Cii <br />86.68 <br />21%3'29" <br />234.00 <br />86.19 <br />S 10014*10' 111 <br />43.84 <br />C12 <br />208.34 <br />44'52'-31' <br />266.E <br />203.05 <br />S i'35'21' E <br />109.84 <br />C13 <br />96.59 <br />23'39'02' <br />234.00 <br />95.91 <br />S V%2'05' E <br />48'99 <br />C14 <br />1 31.38 <br />89'54'30' <br />20.00 <br />20.26 <br />1 S 44'34'41' M <br />19.97 <br />L <br />AL <br />I <br />25' <br />/OR.4E <br />o.sz' <br />16' <br />1.42 [25 <br />I <br />8.06` <br />l <br />?8' t I <br />2 % (TYp) <br />NATIVE MATERIAL <br />p <br />�J <br />SEE AC DIKE <br />DETAIL <br />o.Gsl4.� <br />P�Fr,�l�' Go <br />T/ <br />STREET <br />SECTION <br />.DETAIL <br />22 <br />N <br />21 <br />3 <br />0 <br />EL SANJON DRIVE <br />SEE SHEET NO.9 <br />20 <br />swtocw• 3' <br />0.17' DIKE <br />025 4 <br />varww Old ibps <br />0`T-; '- dpp Fin wd o0ffs ap, wtfb apl�l.r <br />r� 1l101Kw to IOp 0i dike <br />o.ce Mrti <br />ai10Y�QK V ' <br />0.5' DIKE -TYPE A <br />4movelic <br />2 <br />SIGN -STATE OF CALF <br />HWY CO'f TYPE N-Y" <br />24" X 24 (REFLECTIVE <br />YELLOW BACKGROUND) <br />4' X 4' REDWOOD POST <br />SIGNS TO BE PLACED IN STRICT <br />CONFORMANCE WITH DIMENSHM <br />SHOWN ON PLANS. ANY DEVMON <br />MUST BE APPROVED BY THE <br />DIRECTOR OF PUBLIC WORKS. <br />SKIN -STATE OF CALIF. <br />HWY. CODE W56 (24"X46") <br />s <br />"TYPE N -'Y" <br />AS TRAFFIC SIGN DETAIL <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 THE 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 />CHANTELLANEFIRM <br />PURPOSE OF CONSTRUCTION STAKING, NOTICE IS HEREBY GIVEN THAT THE <br />OF RLC ASSOCIATES WILL NOT ASSUME ANY RESPONSIBILITY FOR ERRORS <br />OR OMISSIONS, IF ANY, WHICH MIGHT OCCUR AND WHICH COULD HAVE BEEN <br />4� <br />AVOIDED, CORRECTED OR MITIGATED IF RLC ASSOCIATES HAD PERFORMED THE <br />STAKING WORK. <br />SCALES: HORIZ. = 1'= 40' <br />w <br />a <br />,rroT a 1 - o' <br />` <br />111t <br />