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"B" L/ne <br /> /0'-0" <br /> 42'-!0%2" <br /> 20'-O„ 20'-01$ 11-5V411 <br /> See Concrete Barrier 7._O„ Verizon Phone <br /> Chain Llnk Archltectual Treatment Conduits Tubular Hand Ral/ing CO�r <br /> Railing Type 7 BII-52 (Blcycl e) See Note I <br /> (Modified) <br /> See Note 2 Future <br /> Q) Profile Grade Ut!llty B7-10 <br /> Y-0,, Opening Concrete Border <br /> Type 732 (Mod) <br /> -2% <br /> Lo <br /> m -2% <br /> /'-0" / O 9 <br /> typ <br /> co mor o J <br /> xy� END POST ELEVATION <br /> V2It. ,-O,l <br /> Tubular Hand Rolling (Bicycle) <br /> 4'-10%4" 2'-3" 8'-IO" 5'-6" 5'-6" 8'-1 <br /> 0" 2'-3" 4'-!0%4" b <br /> JIM <br /> NJ <br /> TYPICAL SECTION 6" - <br /> Conc Barrler z <br /> V I$ _ /'-0" Type 732 (Mod) <br /> v <br /> X Archltectual Treatment <br /> 6" <br /> � <br /> TYPICAL SECTION Llmlts of Archltectual Treatment <br /> 7'-3" No Scale o <br /> Ln <br /> BO-5 BO-5 <br /> # " or Ln <br /> Pace normal and along "B" Une <br /> Sandblast Flnlsh <br /> � Girder � <br /> Concrete Barrler l'-l0" 1140" <br /> Type 732 Relnf <br /> N ; typ yp *4 V 18 max <br /> U <br /> M <br /> w <br /> 0 <br /> #4 cont tot 9 L*4 <br /> #8 tot 2 #5 tot 2 <br /> per girder nt tot 4 per bay per g/rder <br /> #5 cont tot 12 per boy #5 stlrrup <br /> *5A or stlrrup, typ <br /> #5 typ o TEXTURE DETAIL <br /> 1 V2„_1,_O <br /> Q <br /> See "Girder Reinforcement" N <br /> #6 tot 7 per bay CONCRETE BARRIER ARCHITECTURAL TREATMENT <br /> sheet for addltlonal o <br /> #4 �� 13 B74 reinforcement <br /> ja <br /> S-2 CD <br /> QROFESSIONq� a <br /> PART TYPICAL SECTION BO-5 87-1 88-5 Notes: REGI ED CIVIL ENGINEER �Q�O FGc w <br /> 515 02 Jeff W. Olson ?� z <br /> V2" - l -0" /. Tubular Hand Rol/Ing extends from end of wingwall at Abutment / to Bent 5 PLANS APPROVAL DATE No. 042728 <br /> and from q Bent 6 to end of wingwall at Abutment 7 on both barriers. QUINCY ENGINEERING, INC * EXn.3-37-0a * a <br /> 2. Chain Llnk Roiling Type 7 extends from q Bent 5 to q Bent 6 on both barrlers. 13 <br /> 3247 Ramos Circle <br /> J. Archltectual Treatment to be applied to Inside Face of Barrler. Sacramento, CA 95827 - 2512 F of CA��F�� <br /> z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE JACK TONE ROAD BRIDGE SHEET TOTAL <br /> A. 6ANCH6z i200iCOUNTY OF SAN J OAOU I N NO SCALE TYPICAL SECTION AND OVERHEAD Ivo. SHEETS w <br /> JEFF OL.-60N 5io2 Pa K I MAL 5/02 <br /> t BRIDGE N0 , 29C -0411 28 41 <br /> FILE NAME DRAWER SHEET N0. ACAD REVISIONS DATE <br /> sO85ets.dgn <br />