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cl.q± 51.8± 51.8± q.i U± q.b± q.i 51.5± q.5± 51.4± 51.4± 6RADE5 ® TI LINE <br /> 51.5± 51.4± q.4± 51.4± 51.3± q.3± q.2± q.2± q.2± q.1± q.l± 6RADE5 ® EX. EP <br /> q.15 q.lb 51.16 q.11 q.18 q.lq q.lq q.2± 51.2± q.l± 6RADE5 ® EP LEFT <br /> 6RADE5 @ FL <br /> q.38 q.35 51.31 q.21 51.24 q.20 51.16 q.l± 51.1± q.0± 51.0± 6RADE5 @ EP RIGHT <br /> 10 <br /> q <br /> EX15TIN6 ED6E OF <br /> PAVEMENT PROFILE EXI5TIN6 PAVEMENT 8 <br /> PROFILE AT TI LINE <br /> PR0P05ED EDGE OF 7 <br /> PAVEMENT PROFILE <br /> 6 <br /> 5 <br /> 4 <br /> 3 <br /> 2 <br /> O <br /> -2 <br /> 80 56+00 +20 +40 +(00 +50 5-7+00 +20 +40 +60 +80 58+00 +40 +20 <br /> I <br /> rn LL- 3: <br /> N LL- <br /> CN <br /> �N O <br /> C.7 <br /> PO <br /> 0O <br /> ri m p <br /> J Cf) <br /> QO <br /> U <br /> � Z CA <br /> R=1200.0' <br /> L=1112.13' <br /> n=55056115" <br /> (N 2232605.051, E 6304440.66) 5TA 50+08.65 TO 5TA 51+04.51 <br /> 5ANGUT AND REMOVE I.O' AG <br /> 5TA 51+01 14.15' LT <br /> 56+pp END TRAN51TI0N <br /> EXI5TIN6 EDGE OF RSH <br /> TRAVEL NAY <br /> 57+per <br /> EXI5TIN6 E1)6E <br /> OF TRAVEL NAY <br /> 5TA 50+651.5 TO 5TA 51+045 <br /> 5ANGUT AND REMOVE I.O' AG 5TA 51+04.5, 11.35' RT I 6" AG (TYPE A) OVER 8" AB (TYPE 2) ON <br /> END TRANSITION I 12" COMPACTED 50136RADE TO 515% R.G. <br /> END NIDENIN6 Sq*Op <br /> 5ANGUT AND REMOVE EXI5TIN6 <br /> PAVEMENT <br /> 1-800-227-2600 _. <br /> FNo� K SAN JOAQUIN COUNTY g <br /> K S ��i K KJ E LDS E N Revisions Aprvd Design Scale Date <br /> THORNTON ROAD No. Description Date By a MRC 1 = 20 H 02/19/02 <br /> cti n r S S I N N O C K Post Office Box 844 Y <br /> W' m toc N. Pershing Avenue 1 = 2 �/ Sheet Number <br /> r N0. 32192 � N N E U D E C K Stockton, CA 95201 -0844 Drawn 5 <br /> XP. 12/31/ Oa ce: (209) 946-0268 FRONTAGE IMPROVEMENTS AMC <br /> Original Drawing Scale Of 9 <br /> °� r e INC. Consulting Engineers axOffles: (KSN 946-0296 PLAN - PROFILE Check 0 1/2" 1 " <br /> and Land Surveyors E-mail: KSN®ksninc.com SKS Project <br /> it No. <br /> IONA <br />