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WWLOLSte <br /> WWLOL <br /> Structure See eNote sS g. \�`� WWLOL #5 <br /> ` <br /> Abutment relnf <br /> Approach <br /> Wingwa/1 relnf #5 /L 0'-0' @ 9 <br /> 2" Expanded BO-l3 \'cB" ZJne <br /> Polystyrene <br /> #4 tot 4 <br /> �N `\•� yl Extend Into footing *6 tot 4 <br /> C Glyder l� ae( N _ <br /> ,aJ � ��t � — l 4 x l 4 x 5 Steel - - -- <br /> C Brg pad Reinforced Elastomerlc or <br /> A <br /> - - - - - <br /> Rel forced Ela tomeorlc Ic Abut #5 11—tot 4 <br /> e <br /> Bearing Pod tot 5 <br /> - - - - - - - - - - - - - - - - - <br /> See Note 5 <br /> Abut 4"#5 �� *4 @ 12 <br /> Extend Into footing <br /> 6" chamfer SECTION C - C <br /> q between Brg pad A8 <br /> girders <br /> A 27'-2%2" WWLOL <br /> ABUTMENT LAYOUT *5 tot 3 \ <br /> extend Into footing Win wolf relnf <br /> 2" Expanded Polystyrene 80-13 Y4 1, = l,_0„ 0 9 <br /> " Llne <br /> Structure Approach "BAbutment relnf *5 1 @ 9 <br /> Steel Casing, <br /> Top of Backwall see Note 5 #5 /0'-0" @ 9 <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> *4 tot 4 <br /> Extend Into footing <br /> Verizon phone #6 tot 4 Abut <br /> C C a Condults D <br /> #5 tot 4 <br /> OR <br /> @ /2 <br /> Ex <br /> Extend Into footing <br /> N <br /> O <br /> SECTION D - D <br /> N <br /> /89 <br /> Abut backwall Notes: <br /> BO-3 1. For Section A-A, see 0 <br /> All pl/es Weep holes I 6" WWLOL <br /> not shown 3-/ "Abutment l Layout" sheet. <br /> ABUTMENT ELEVATION <br /> 2. For Shear Key Detall, see <br /> = /'-0„ <br /> V4 <br /> "Abutment / Layout" sheet. T) <br /> I <br /> 5 spaces @ l0'-0" 50'-0" <br /> 6I �� For Future Utlllt 0 enln o <br /> " Chamfer, typ J. l ocatlons, see "Typlca/ Sectlon" <br /> Ln <br /> sheet. co <br /> 5 ��\ Detail A <br /> see Note 4 4. For Detail A, see <br /> "Abutment Detalls" sheet. <br /> _ I � <br /> ' I \ 5. For Steel Cosing detolls, see <br /> Footing = Detal/ B on "Abutment Detall s <br /> AbutVIEW E - E Sheet". o <br /> — \ a <br /> 6. For El astomerlc Bearing Detalls o <br /> No Scale Q <br /> see Abutment Detalls sheet. w <br /> "I 7. Indicates vertica/ pile. w <br /> "B" L/ne CD <br /> 5 SPOCES @ IO'-O" = 50'-0" RE ED CIVIL ENGINEER QUO QR�FES$lpNq� <br /> 0 <br /> 27Ir <br /> '-9" 27�-g01 S�(5L07, _ Jeff W. Olson ?n z <br /> PLNo. <br /> ANS APPROVAL DATE C42728 A <br /> FOOTING & PILE LAYOUT QUINCY ENGINEERING, INC Exp.3-31-04 <br /> V4 s /,_0 Sacramento, CA3247 Ramos r95827 - 2512 cle �T9TF OF CNUF� w <br /> 4 <br /> a <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATEJACK TONE ROAD BRIDGE SHEET TOTAL z <br /> A. SANGHEZ 11 /2001 COUNTY OF SAN JOAOU I N NO SCALE ABUTMENT 7 AND OVERHEAD NO. SHEETS <br /> JE ~rF 01.50N 5/02 P . K I MAI,- 5/02 >n ' w- 3/ll z ;0224uCi' ,riv l'�Z LAYOUT BRIDGE N0 , 29C -0411 24 41 <br /> FILE NAME DRAWER SHEET NO. 1 ACAD REVISIONS I DATE <br /> 5065EAL2. 0GN <br />