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ci ■ ® 34't 83+14 <br /> Lo <br /> N Conform <br /> �= <br /> to <br /> 0 <br /> � a <br /> Q 00 <br /> a <br /> _N 4i <br /> C; a <br /> 4i <br /> 30' n <br /> 0026- . 0.12' A.C. Overlay 100' A.C. Trans. 0.25' A.C. Overlay ^� <br /> Remove a portion of existing curb. <br /> 50' A.C. o Place 345' L.F. Concrete Curb (Type C), <br /> Trans. 0.12' A.C. Overlay Refer to Sheet No. 7 for Removal and <br /> See Detail B Placement details <br /> ,_ Maud (Z E6.)12 C.ncreta Curb (TYP.r <br /> MJozej (2 1z,Ca,cr e 30 30' i Ylaced +'Xi O' A•C. 'Ramp. /� <br /> Curio aIPP a c L Const. <br /> in xlo'A.C.�i�r, W r <br /> � N <br /> Remove exist. Concrete Curb. r, ;; OD 0 OAA <br /> Place 209 L.F. Concrete ;° d ,';� a 2PPPEW' Remove exist. Concrete Curbed <br /> 25 Curb (Type C). Provide6" c traffic island. Relocate Traffic <br /> drainage opening every 25'. r° v N c0 5 02 e� I� Signal Equipment. Refer to <br /> Refer to S.J.Co. Std. Drawing Y==] Detail B this sheet. m too LO E.P. <br /> No. R-7 for details. q- •j e + + <br /> E.P. <br /> 52' io 4 t a + <br /> 1 .5'R (Typ.) <br /> • L <br /> * 363 364 365 366 367 <br /> 359 ------------------364-----------------------3�-- - ---------.�f2------------ + <br /> 353 M � 354 357 --------- <br /> 6.5' <br /> ----------- N p <br /> E O M iA t M M M <br /> a + <br /> c E.P. <br /> L) M Existing A.C. Dike ^ <br /> to remain in place <br /> N <br /> E.P. <br /> Remove exist. Concrete Curb Existing Concrete Curb <br /> traffic island. Place 113 L.F. to remain in place <br /> 2a. Concrete Curb (Type C). See <br /> 30' Detail A this Sheet. <br /> BEGINNING OF PROJECT £ Place ,-,�2"c <br /> 8 „__, 02P Install No.5 Pull Box and adjust <br /> Airport Way - ____a'Y PPB 02 to grade. Refer to Std. Plan ES-8 <br /> ,' OA for details. <br /> ON <br /> m = 2 �' Exist. Traffic Controller <br /> to remain in place <br /> Q S 36' jd5 02 __ 'A <br /> o: 5'R $ J / \ ti 1 E.P. <br /> iv <br /> Li v� a 21' / 07 <br /> L -J <br /> ® Variable Depth Asphalt Concrete Overlayo 28' a �/ 08 .. <br /> 30' E a <br /> Depth Asphalt Concrete Pavement PlaningU C PPB 02 T l v <br /> 2.5'R <br /> ■ Limits Asphalt Concrete Pavement Planing t U 07� > , '�.� Exist. Pull Boxes m <br /> y s� <br /> r r l Adjust to grade µ -N <br /> R Conform to Existing Radii 1 <br /> 1 Place 113 L.F. Concrete 02P i <br /> • Detector Handhole to be adjusted Curb (Type C). Provide <br /> to rode c C� o. 4' wide openings for \ >, <br /> handicap access as shown. <br /> Existing Traffic Loop Detector �1 <br /> to remain in place. Refer to 24' 2'R 1 b <br /> S.P. No. ES-5E for details. Q Remove and reuse (RR) Ped. Signal and Ped.04 <br /> ., <br /> 0 0 � Push Button at location OA <br /> ■ _ -_� �_- Relocate (RL) remaing Signal Equipment to location( ) FA. <br /> E.P. Airport Way <br /> jNotes: 1. Actual location of Traffic Signal <br /> 1 will be determined by the Engineer. <br /> 40't +5-50 DETAIL DETAIL-13— 2. All existing Traffic facilities to <br /> If <br /> j Conform TRAFFIC ISLAND RELOCATE TRAFFIC SIGNAL remain in place unless otherwise <br /> ( noted on plans. <br /> i <br /> SHEET TOTAL <br /> DRAWN BY q519 <br /> PROJECT ENGINEER DATE C4ECKED C NTE SUBMITTED DATE APPROVAL RECOMMENDED DATE AIRPORT WAY RESURFACING NO. SHEETS <br /> ya.M..c S. Acke"9 < COUNTY OF SAN JOAQUW NO SCALE PLAN <br /> `1al? �°�' �°�4 613197 �h (4001± S\0 French Camp Road to Stockton City Limits) 3 8 <br /> _ FILE NAME DRAWER EET NO. ACAD REVISIO"S DATE <br /> V jeff\airprt\final\plan <br /> I <br />