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q Restrainer Bracket CL Hinge Joint CL Restrainer Bracket 2'-4» 6'-10„ � I I �I Drill & Bond (Epoxy Cartridge) 3/4"CL Pier 9 and 12� HS Threaded rods, _ ' —8 "f Total (6) per bracket I _ 4Exist Conic 9" Min Embedment I I , I slab deck I I i L�j I - - - -- -- -- -- li it li it li it II II I 'I II II li it �i it li it I li it I II II II I II II II II II II I I I I; II I II I; II I II II I II II I li it I II I I — ' I (�J l i l l I I I I I I I I I I I I I i l I I I I j I I I UUIiUIiUUIiUIiIiUUIiUUIiliUlil� i i i I I I I I Restrainer Bracket I I I I I I (Hinge side) I 3/4 "0 Cable Restrainer I i I I Restrainer Bracket Total (2) per Restrainer Unit I I I (Pier side) I I I I I n I I Exist pile extension RESTRAINER UNIT ELEVATION 1 1/2" — 1 '-0" 1" Restrainer Bracket i I II ' I � 43II�IIIlflill(I I I I I I I I I - - - - - - - - N I - c�----}-- - - - - -- II �IIIIIIIIIIIII I I I I II I I - - - - - - - - - NII / A I I N.I 1 112 9„ 9„ 1 1/2„ VIEW A —A 5/16 D R 3/4 x 15 x 1'-9" Cables (3 1 1/8"0 Holes 1/2" Plate »� T D Cable restrainer Hinge Pier 9 units, Total (8) Edge of Exist Conc slab deck I I Id I L� II I ° °�°I 11 (I �° 0 0 I 1 � , I° ° ° - III Ck Restrainer 0 ° ° N units, Typical r„ ° ° OF III .. III ° ° ° i C > � °�-sl III ° ° ° ° ..�° I'I III '- 1 0 III l ) I III ° ° 01 ° o III cr_ III I, I Restrainer brackets, - - - - ICI - - - - - - - Total (16) III hl ° ° ° Ill fo— ° ° IIII �� d- hl °�I 10 ° ° ,I ° ° ° III � � III •"� CIO`� II ° ° ° x � III L'-I � I ill ° t II -i_.Y°° °1�00 °° o III l J III II T- i'I II 1 x 6 x 0— 9 5/16 - yp F A 1 — 4 1 /2 NOTES. A Notes: 1. Plan View looking up. Edge of Exist deck 1 2. Pier 12 similar. SIDE VIEW 1. Refer to "RESTRAINER DETAILS II" sheet for Cable Unit details. RESTRAINER UNIT LAYOUT — PLAN VIEW C PIER 9 RESTRAINER BRACKET DETAIL 2. The Contractor shall verify all controlling field 3/8" = 1 '-0" 3" = 1'-0 dimensions before ordering or fabricating any material. 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YII.I II IILru�u�iul �il.l u.d� YII ei �� i.Wi I �Ill,illi .vv. .1', 1, Yil �wYll u.l� a level liu.�ll.11 l�uY Iillil,.I eaYLYL I�lu.l�.�lll �IluY��llI III :d��i.�l�ili I .I.III i.vN .a�ml I�il :i. Il i u�lYY4� :: lull i. �I.I��I:iul I.I: d��l�� dill Yil ilul ill wi 1 1 I YI I. II II i YY IIluulI,ili�l lI lI l IIIllel I I I111i ACY BOULEVARD BRIDGE N0. 29C-022 PROFESS/Oh SHEET NO. COUNTY OF SAN JOA UINR� t Consulting Structural and Civil Engineers 0 SEISMIC RETROFIT ACROSS GRANT LINE CANAL �� REINHARDP. F� LUDKE �a �� 170 Columbus Ave., Suite 240 y m Creegan+DAngel° SAN FRANCISCO CA 94133-5160 9 c� NO.: SE2545 m R el; l l I:II,YYIIII III II III I e11lYl ¢III :.I I I e _ RESTRAINER ER I uudle o��l �e uoLld�llull�lllnl o�aa,luau,Ill��e�.��Ya��,ua.ldnwln��..11, �� ^. �� YI�III:L IY I� I Illu :a. 1411i I I .IY LL ilu JIYIIIe Ili�llllllli I I III II I IIIII _ DETAILS I Illlltlll�Il leeva�.II. 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