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i <br /> WWLOL WWLOL BB or EB <br /> � Abut l or 7 <br /> Steel Cas/ng, "" , ", ,� See Note 2 10 2 0 2 0"" <br /> See Note 5 <br /> Structure Approach #loll See Note l <br /> l0'-0" Type E0 (l0) <br /> - - - - - - - - - - - - - - - <br /> - - - - - - - - - - - - - <br /> WWLOL - - - - - -Structure � "'B" Llne � - - !� <br /> Approach ° <br /> b Girder = 4 l2 <br /> ,, *5 a Wingwoll relnf # n <br /> Brg q ext (ql girders �, Abutment reinf Backwall to be placed Expanded BO-l3 <br /> after stressing ; Polystyrene /3-2 <br /> ' - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - -- V <br /> - - - - - -- - - - - - - - - - - - - - - *4 tot 4 *4 tot 8 Expansion Joint Filler <br /> Extend Into footing <br /> Abut 4 x 61-6" 12 El astomerlc Bearing <br /> CL <br /> Abut - - - - - <br /> Construction Joint <br /> *6tot 4 <br /> ro'-o" <br /> (fin Brg *5 * I---� l2 *l0 r— tot 5 <br /> 4 <br /> *4 12 *6 cont tot 5 <br /> ql'-4" x l'-4" x 5" Steel b <br /> 2l 9/4 211-911411Reinforced Elastomeric or Extend Into footing 4-*5�� Pervious backfill <br /> l'-6" x l'-6" x 6" Fabric Perviou BO-3 <br /> ABUTMENT LAYOUT Reinforced Elastomeric materia(see Note 3) 3-1 <br /> //-Off Bearing, tot 4. See Note 6 SECTION B — B 3 -0 berm <br /> - - - - - - - - - - - - - - - <br /> Structure Approach * - - - - - - - - - - - - - <br /> ""B"" Line � 4. <br /> ," = 1,_0"" 4 C l2 <br /> Top of Backwall Steel Casings, <br /> See Note 5 <br /> - - - - - -- - - - - - - --- --- - - - *5 @ l2 *4 V l2 <br /> ,- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - , *4 C /2 N <br /> Verizon phone o <br /> Conduits B B N *4 tot 14 <br /> 'o0 <br /> - - - -I- - - - - - - -I- - - - <br /> M Piles <br /> i <br /> 2'-0" 2'-0" " 0 -0 " <br /> 2'-0 2'-0 N <br /> 4" Expanded BO-l3 <br /> 8'-0" Ln <br /> Polystyrene /3-1 <br /> *5\—=A tot 4 Place relnf parallel to "B" line Footing Ln <br /> P' Expanded 80-13 See Note 2 SECTION A - A E <br /> BO-3 Polystyrene /3-2 <br /> All piles Weep holes 3 / Notes: Y2 = I'-0" o <br /> not shownLj Lj1. For abutment tie details see <br /> Ex <br /> ABUTMENT ELEVATION Joint Fill eros C� _ "Abutment Joint Seal Details Movement L <br /> �4"" = 1' 0 - - - - -- - - <br /> - - - - - - - - - - - - - ; *4 CD 0 12 Rating Greater Than 4 sheet. <br /> N p <br /> Expanded Polystyrene 2. For Joint seal details, see "Abutment Joint <br /> 4 spaces ca l0'-0" = 40'-0" 8O-13 *4 tot 6 Seal Details Movement Rating Greater <br /> (match bearing pad g <br /> /3-/ � ,�•., Than 4" " sheet. Ln <br /> 4"" thickness) _ * a/ III o <br /> 0 5 tot 4 <br /> J. For alternative to Pervious Backfill, see <br /> "Abutment Details" sheet. <br /> *6 tot 4 4. For Future Utility Opening locations, see <br /> "T ical Section" sheet. ! <br /> Footing = l5'-01, YP <br /> Abut *10 — N 5. For Steel Cosing Details, see Detail B on o <br /> "Abutment Detal/s Sheet". <br /> *5 /tot 4 * 6. For Elastomeric Bearing Details, see a <br /> 4 "Abutment Details Sheet". w <br /> *4 ca 12 extended Into footing 7. � % Indicates vertical pile. 0 <br /> B Line <br /> 401 C7 <br /> ?*O ESSIQN4� a <br /> 4 SpaC6S lO'-0" = 40'-O" REGI D CIVIL ENGINEER QUO Fy Ir <br /> 22'-3" 22'-3" SIS/oZ Jeff W. Olson ? z <br /> SHEAR KEY DETAIL PLANS APPROVAL DATENo C42728 H <br /> FOOTING & PILE LAYOUT Y8 = 1�_0"" QUINCY ENGINEERING, INC Exp.3-31-04 <br /> Circle3247 Ramos <br /> Sacramento, CA 95827 - 2512 F Fo��� <br /> %Q" _ l'-0" Note: Barrier not shown of cap w <br /> a <br /> z <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE JACK TONE ROAD BRIDGE SHEET TOTAL <br /> A. eANCHEz i2001COUNTY OF SAN JOQQU I N NO SCALE ABUTMENT 1 AND OVERHEAD NO. SHEETS <br /> JEFF 01�50N 5i02 P . K I MAI, 5io2 �� �. �,»,�„ ��ir�� sl1 LAYOUT BRIDGE N0 . 29C -041 1 23 41 a <br /> FILE NAME DRAWER ISHEET NO. 1 ACAD REVISIONS DATE <br />