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EIGHT MILE ROAD <br />SEE SHEET NO.9 <br />4C.44E: P, <br />1' 23 <br />CURVE DATA -FACE OF DIKE <br />CURVE <br />ARC <br />TA I <br />RADIUS I <br />CHORD LENGTH I <br />CHORD BEARING I <br />TAN LENGTH <br />Ct <br />31.30 <br />89'39'44' 1 <br />20.001 <br />28.20 <br />S 44'2718' <br />M <br />19.88 <br />C2 <br />98.54 <br />21'13'29' 1 <br />266.00 1 <br />97.97 1 <br />S 10'14'10' <br />M <br />49.84• <br />C3 <br />183.27 <br />44'52'31' 1 <br />234.00 1 <br />178.63 1 <br />S 1' '21' <br />E <br />96.63 <br />C4 <br />109.80 <br />23'39'02' 1 <br />266.00 1 <br />109.02 1 <br />S 12'12'05' <br />E <br />55.69 <br />C5 <br />0.92 <br />!0'22'20' <br />99.00 1 <br />57.90 <br />S 5'33'44' <br />E <br />6.99 <br />C6 <br />98.75 <br />110'56'35 <br />51.00 <br />64.03 <br />S 43'21'22' <br />M <br />74.13 <br />C7 <br />16.06 <br />9'17'43' <br />99.00 <br />16.04 <br />N 65'4912' <br />M 1 <br />8.05 <br />C8 <br />31.53 1 <br />90'2016' <br />20.00 <br />28,37 <br />S 45'32'42' <br />E <br />20.12 <br />C9 <br />31.42 1 <br />90'00'00' <br />20.00 <br />26.28 <br />S 44'37'26' <br />N <br />20.00 <br />CA <br />31.42 <br />90000'00' <br />20.00 <br />28.28 <br />S 45'22'34' <br />E <br />20.00 <br />C11 <br />86.68 <br />21'13'29' <br />234.00 <br />WAS <br />S 10'14'10' <br />N <br />43.84 <br />C12 <br />208.34 <br />44'52'31' <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 />234.00 <br />1 95.91 <br />S 12'12'05' <br />E <br />48.99 <br />C14 <br />31.38 <br />89'54'30' <br />20.00 <br />1 28.25 <br />S 44'34'41' <br />M <br />19.97 <br />0.92' I <br />16'I <br />I.azl2g a.ogf <br />NATIVE ,., . <br />SEE AC DIKE <br />DETAIL <br />- � , ,..r. <br />STREET SECTION .DETAIL <br />J wo So.0 <br />22 21 20 <br />N <br />C H ANTEL .LANE_ <br />SCALES: HORIZ. = 1'= 40' <br />VERT. 1' = 2' <br />3 <br />EL SANJON DRIVE <br />SEE SHEET NO.9 <br />JYTIn <br />Surf 3' <br />0.17' DIKE <br />• bii Ofd •lops <br />Fltl and eoon+pod With awwotN <br />Inol4rlal h lop 41f dim a ' <br />we ii <br />WMIl r <br />0,5' DIKE -TYPE A <br />lyrrraic� . <br />:] <br />0 <br />0 <br />d <br />10 <br />I O <br />IZ <br />1 <br />Ij <br />U <br />F - <br />Q <br />SIGN -STATE OF Ciel <br />HWY. CODE W56 (24"X48") <br />SIGN-STn OF CALIF. <br />HWY COLE TYPE N Y" <br />24" X 24 (REFLECTIVE <br />YELLOW BACKGROUND) <br />7 <br />4' X 4' REDWOOD <br />SIGNS TO BE PLACED IN STRICT <br />OONFORMANCE WITH DIMENSIONS <br />SHOWN ON PLANS. ANY DEMWN <br />MUST BE APPROVED BY THE <br />DIRECTOR OF RELIC WORK& <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 />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 />Ot AVOIDED, CORRECTED OR MITIGATED IF RLC ASSOCIATES HAD PERFORMED THE <br />Q STAKING WORK. <br />Iqc Q <br />51p �n 8t00 _ __.__ 9+00 10+00 <br />cY <br />k <br />��3 G <br />Iv <br />i <br />1 <br />RLC Associates <br />Consulting Civil Engineers <br />903 W. Center St., Suite 2 <br />Manteca, California 95336 <br />(209) 239-13007 <br />i <br />,- , <br />3�a THE WILLOWS <br />IMPROVEMENT PLANS <br />1 �A NTEL LANE <br />St <br />+_ a.+ To Sta,10+00 <br />a� DEPARTMENT OF PUBLIC WORKS <br />s SAN. JOAQUIN COUNTY,'CALIFORNIA <br />REVISION DESCRIPTION <br />NO <br />SCALE 1 440APPROVED BY <br />DATE <br />Fl <br />DATE DESIGNED BY FN <br />DRAWN BY FN <br />' CHECKED BY RVD <br />!_q_ <br />l <br />Al AS BUILT BY <br />SHEET NO. <br />OF/41 SHTS <br />HENRY M. HIRATA, R.CE.21256 JOB NO. <br />DIRECTOR OF PUBLIC WORKS 20b21-01 <br />SAN JOAQUIN -COUNTY, CA. FILE <br />