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AND COUNTY OF SAN <br />HINGE JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT <br />BE RESPONSIBLE FOR THE ACCURACY OR <br />EXIST HINGE COMPLETENESS OF ELECTRONIC COPIES OF THIS <br />3'-0" 39_0" PLAN SHEET. <br />� BENT 3 � SPAN 3 � BENT 4 <br />• " �) � " TRANSVERSE _ _ 14 018 TOP MAT _SAW CUT 1 " DEEP <br />3-03 -0 REINFORCEMENT f5 0 12 BOT MAT MIN, TYP <br />TYP TYP I <br />SEE HINGE ' <br />REMO"AL DETAIL" � \ SEE NOTE 1 1 - • �r � ° _ _ . - - i 1 <br />EXTEND TRANSVERSE TOP <br />it <br />; DRILL & BOND DOWELS SEE "TYPICAL & BOT MAT REINF IN CONIC DRILL & BOND DOWELS SEE "TYPICAL <br />1 O 1 <br />� SECTION" SHEET FOR DETAILS REPAIR AREA SECTION" SHEET FOR DETAILS <br />(L - - - <br />-H 0 O o A <br />q A 1 o TRANS SLAB Y V <br />I I N U 1 REINF <br />iv z O O S u- EXIST LONGITUDINAL 1 �-- REMOVE EXIST MECHANICAL - <br />N Z REINF TO REMAIN, TYP HINGE ASSEMBLY COUPLER, TYP <br />LONG SLAB <br />O U WELDED SPLICE, TYP REINF �1 <br />I� II <br />11wSECTION � <br />j� 1 V 1 1 V 1 SCALE: 3/4" = 'I'-0" _ 0 cn <br />o <br />I 1 I I U <br />o a_z <br />"' °' S �-- EDGE EXIST A EXIST HINGE v � o 0 <br />Z DECK, TYP EXIST # 10 - EXIST # 10 I o a <br />CL BRIDGE I 1 I I I w - <br />1 <br />IVI IVI CLZ <br />Iv MECHANICAL <br />w z COUPLER, I I I I I I T I I I i -H <br />s W0: I l I IVI TYP --- - r -- I I_ I I_ I I _ I I I 1 1 00 w m <br />(no z I i i I �I� s �� __ �I I Ld I' I '-' 1 I 1 1 1 1 1 1 1 1' I' 1 L I wg <br />Noa I I I --- -� -- - - fr� <br />-1 - a- I I I 1 1 -1- 1 1 1. a-- 1 a 1- 1 1 �- o <br />_ _ 1 EXIST TRANS / z <br />e. _j <br />— — — — WU <br />EXIST J9 —� _ _ <br />1 EXIST #6 SLAB REINF - - �- - o <br />a - _ ' - 1 - EXIST LONG - _ - - / - - - <br />U - SLAB REINF I 1- I I I I I 1- I I I 1- I 1 I I I T <br />SEE "EXISTING DECK CLOSURE zo <br />N ( POUR REPLACEMENT DETAIL 0REMOVE EXISTti- <br />) SEE NOTE 1 <br />04 6 z HOOK, TYP 1 , <br />- - 4 -0 f <br />�- WELDED <br />O O I CONNECTION, TYP <br />HINGE SHOWN, SPAN 6 SIMILAR TOP NEAT REINFORCEMENT EXISTING DECK CLOSURE <br />SEE NOTE 1 NOTE: SPAN 3 0 , <br />PARTIAL PLAN POUR REPLACEMENT <br />EDGE EXIST _(� EXIST HINGE <br />SCALE: 1 10' <br />DECK, TYP SCALE: 3/4" = 1'-0" <br />" = <br />It BENT 2 BENT 3,1 =(� EXIST HINGE It CL BENT 4 EXIST 10 <br />SPAN 2 _ _ SPAN 3 EXIST 10 <br />i I / --- <br />- - — NEW— <br />mom- - - - <br />- - - - - - - - EXIST #9 <br />- - -- - -- -- -- - -- — �- - — EXIST#8 <br />P, SEE P, SEE <br />NOTE 2 NOTE 2 I - - <br />�I 7 _ - - <br />L TEMPORARY EXIST J9 <br />`I I SUPPORT 0 (l TEMPORARY SUPPORT I I WELDED <br />— MEW - <br />SPANS 2 d7 ® SPANS 3 d6 CONNECTONTP - - - - - - - - _ — <br />NOTES: <br />1. REMOVE CONCRETE IN THIS AREA, LONGITUDINAL <br />REINFORCEMENT TO REMAIN UNDAMAGED. <br />0OG <br />MECHANICAL COUPLER, 2. EACH TEMPORARY SUPPORT SHALL BE DESIGNED <br />N <br />N 11 I I I I TYP I __ FOR A TOTAL MINIMUM LOAD P= 300 KIPS. TEMPORARY <br />�- - SUPPORT SHALL PROVIDE CONTINUOUS SUPPORT FOR THE <br />FULL WIDTH OF THE EXISTING SLAB. TEMPORARY SUPPORTS <br />MAY NOT BEAR ON CHANNEL BANK AFTER OCTOBER 1 <br />DUE TO ENVIROMENTAL CONDITIONS OF APPROVAL <br />i <br />m REMOVE EXIST <br />to BOTTOM MAT REINFORCEMENT HOOK. TYP o <br />NOTE: SPANS 2 & 3 SHOWN, SPANS 6 & 7 SIMILAR a <br />Y NOTE: TRANSVERSE REINFORCEMENT NOT <br />o SHOW, SEE SECTION A -A <br />HINGE w <br />in HINGE REMOVAL DETAIL <br />PARTIAL ELEVATION <br />SCALE: 3/4" = 1'-0" THE CONTRACTOR SHALL VERIFY ALL CONTROLLING v <br />C_ SCALE: 1 " = 10' FIELD DIMENSIONS BEFORE ORDERING OR c4 <br />. FABRICATING ANY MATERIALS. o <br />Lf)NM7 Id III I„Y„YIII I„IIII IY 1,,, III11111u„IIIYII,II JI,II, I.I,I„IJI. 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