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AND COUNTY OF SAN <br />JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT y <br />811-54 811-54 TYPE A SEAL 86-21 BE RESPONSIBLE FOR THE ACCURACY OR <br />MR=1" — COMPLETENESS OF ELECTRONIC COPIES OF THIS <br />PLAN SHEET. <br />CONCRETE BARRIER _ 6'-0" STRUCTURE APPROACH <br />6'-0" CONCRETE BARRIER TYPE 26 - j SLAB SEE "STRUCTURE <br />o TYPE 26 SEE "STRUCTURE APPROACH " 3 APPROACH TYPE EQ(3) <br />zd MISCELLANEOUS DETAILS - APROACH SLAB APROACH SLAB SEE STRUCTURE APPROACH 0 Q SHEET FOR DETAILS BB OR <br />z o M D SHEET CONSTRUCTION JOINT �- (j BRIDGE CONSTRUCTION JOINT MISCELLANEOUS DETAILS F 3 0 o EB -�- -S �� <br />o o SHEET W *ALL REINFORCEMENT TRANSVERSE SLAB 0 W " - <br />- OF ABUTMENT OR DECK REINFORCEMENT <br />�o + - <br />y <br />W V 16 r- ® 6 <br />m p I v 86-21 I I JOINT SEAL B6-21 o m �j <br />z o vi I_ ---,a AL SEAL JOINT SEAL I I AL SEAL % _ 1 Z 0 3 1 * MAIN SLAB REINFORCEMENT <br />w l o _ I m I ( I EXIST UTILITY POLE TO BE , <br />' D I i z v' I RELOCATED BY OTHERS Y • . j }, . <br />V <br />C i Z C i ► E 00 E + (04, <br />I I " I SEE NOTE 3 c�i I ® 12to <br />r 1 / <br />I � SEE NOTE 3 I CL 24 � CIDH BB ABUT 1 I �5 � � � <br />PILES, TOT 5 EB ABUT 9 I I #6 TOT 3 <br />I A I <br />JOINT i------------------- -------------------- -1--------------------� JOINT 5 x 2-4 12 0l (J- 4 TOT 8 <br />=5 TOT 4 ai - lit -ON <br />i , , ' I mil, l <br />,�. ., „ All .ILE <br />3MIN <br />OBOTH WAY ( .I <br />-- - -- - - -- - -- -- - -�_��- <br />-----.v®------ �'-------`�-- - - X011 <br />-- - - -- - -- ALTERNATE HOOKS - <br />-111 <br />� I . <br />C <br />I _Al <br />-i #s TOT 3 —�,_ • � --I _� , �- �— <br />I I I I <br />SEE "STRUCTURE <br />I ( I I I APPROACH DRAINAGE <br />I DETAILS" SHEET <br />2" GRADE TO MATCH <br />I I EXIST 16"0 PILES ( I ( ( I I EXISTING SLOPE <br />TOT 3 TOT 3 CLR <br />MIN OF FIVE <br />2'-0" CIDH PILE SPACING _ I 8'-�4"f 8'-�4"f 6'-2"t - I _ 6'-3" _ I 6'-3" _ - 6'-3" _ 6'-3" = I 6'-2'± _ = 4 = ` <br />8'-b°"f 8'- &Y4"f HOOPS IS <br />REQUIRED <br />EDGE OF EXIST REINF EXIST REINF EDGE OF <br />EXSIT DECK CONIC SLAB NEW CIP REINF CONC SLAB = CONIC SLAB , r EXIST DECK <br />LONGITUDINAL LONGITUDINAL <br />CONSTRUCTION NOTE: ABUT 1 SHOWN, ABUT 9 SIMILAR CONSTRUCTION F SECTION A - A <br />CLOSURE JOINT JOINT CLOSURE <br />D POUR PLAN POUR SCALE: 1 /2" <br />SCALE: 1 /4" = 1'-0" <br />�- q BRIDGE (L ABUT <br />TUBULAR HAND RAILJNG, TYP 4 -6 _ _ SLAB DOWELS SEE <br />NEW CIP REINF CONIC SLAB _ "TYPICAL SECTION" <br />16'-0"f 16'-0"t CONCRETE BARRIER APPROACH CORBEL SHEET FOR DETAILS <br />B11-54 TYPE 26. TYP EXISTING BRIDGE RAILING EXIST ABUT SEE ' <br />1 " MIN AND VARIES l LIMITS OF - SEE "TYPICAL SECTION" TO BE REMOVED & "ABUTMENT DETAILS <br />END FACE OF I <br />�- POLYESTER CONCRETE _ END FACE OF CLOSURE <br />SHEET FOR DETAILS DISPOSED OF, TYP NO. 1" SHEET <br />----------- ----- <br />EXIST ABUT POUR AND B <br />- <br />OVERLAY EXIST ABUT #6 CONCRETE <br />- SEE DOWEL DETAIL,----- ^ <br />-2.Ot9�-2.Oi9G TYP � REPAIR, TiTYP <br />- - --- <br />I - ' i <br />A/ <br />APPROX I o <br />' =y FIG 1Y. = END FACE OF EXIST <br />1 �\,\ , ��/ \� �� j %, ' /� j�rn DIAPHRAGM ABUTMENT <br />��\\ \% 01-T <br />M o I <br />v " <br />Li <br />Q T-1 <br />° DRILL AND BOND <br />o #6 - 0; <br />3 <br />S NOTES: T E S : IN 12" DEEP HOLE <br />N 16"{6" I <br />NLl Ll Ll u 1j u <br />1. FOR SECTIONS B-8, C-C. AND VIEWS D-D, AND - k - <br />F-F SEE "ABUTMENT DETAILS NO. 1* SHEET. <br />3CPAI _ <br />0 2. FOR SECTION E-E SEE "ABUTMENT DETAILS NO. 2" ' <br />SHEET. LJ <br />i <br />3. FOR ADDITIONAL DETAILS NOT SHOWN. SEE "ABUTMENT <br />m DETAILS NO. 1 AND NO. 2" SHEETS. <br />i <br />m <br />o ��� ��� 4. SEE "EXISTING DECK CLOSURE POUR REPLACEMENT DOWEL DETAIL <br />Z DETAIL ON HINGE REMOVAL AND CONCRETE REPAIR SCALE: 1 /2" = 1'-0" a <br />af E L E VAT I O N DETAILS" SHEET. <br />LEGEND SCALE: 1 /4" = 1'-0" 24"0 CIDH PILES, SEE "24"� W <br />i 5. FOR DRAINAGE AND STRUCTURE APPROACH SLAB DETAILS, � <br />CIDH PILE DETAIL" ON "ABUTMENT SEE STRUCTURE APPROACH SLAB DETAILS AND STRUCTTRE <br />m - - INDICATES EXISTING STRUCTURE DETAILS NO. 1 " SHEET. APPROACH DRAINAGE DETAILS SHEETS. o <br />3 THE CONTRACTOR SHALL VERIFY ALL CONTROLLINGQ <br />FIELD DIMENSIONS BEFORE ORDERING OR cv <br />FABRICATING ANY MATERIALS. o <br />1.l AIA. �Yaule,ul�nwen�..�,d�1uewnll�.wulllY runlnl 11 ud 11 l l ill uu uim wll1tA1111,IIII I'oau Ylul, l ann111111,e1 nmYln <br />e1 .�, nJ,11J III "Ill Itl.u1L 4JI .+dlllul, ,. 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