|
Seat Extender
<br />Extents of Pier 3
<br />Trunnion
<br />9,-9 „+
<br />I
<br />I IF
<br />rr
<br />-- -i- ' -- -- t-1 �az-- -T—
<br />I
<br />I I I i I
<br />�I
<br />'I i II
<br />II I' II
<br />I
<br />� � 1 161
<br />�I I II
<br />Exist North
<br />Approach Span
<br />--------------------� �-
<br />�I I,
<br />'I I'
<br />it
<br />,I I,
<br />�I I,
<br />Exist Control House
<br />PIER 3 PARTIAL PLAN
<br />1/8"=1 '-0"
<br />q Trunnion
<br />CL Bracket
<br />Brackett B
<br />Bracket A
<br />Exist Trunnion Bearing
<br />4'-2" 4'-2"
<br />B � B
<br />0 0 0 \ 0 0 0
<br />Trunnion
<br />1 CL 0 0 0 �, �_—� .� 0 0 0 Bracket
<br />I I; Bracket A
<br />Exist 2"0f Bolts I , I I I I I I. shown
<br />total 4
<br />it li it l
<br />Exist Concrete Pilaster
<br />for Trunnion Bearing
<br />4,-6„+
<br />BRACKET ELEVATION A -A
<br />314" — 1 '-0"
<br />Exist Bascule Leaf
<br />CL Tracy Blvd
<br />BrockE
<br />Exist Bascule Leaf
<br />Bracket A
<br />e
<br />Extents of Pier 4
<br />Trunnion
<br />s
<br />I
<br />li I
<br />I I
<br />� I
<br />I
<br />- I I -
<br />II �
<br />I
<br />1 IL__J1 1
<br />PIER 4 PARTIAL PLAN
<br />1/8"=1 '-0"
<br />z'-s"
<br />4" 1 '-01 1 '-01 _ I 4"
<br />P 3/4" x 8" x 2,-8"
<br />Plate Washer --------
<br />I I I ll �1/OYY nt
<br />P
<br />3/4" Thick Plate Washer Exist Concrete Wall
<br />Typ
<br />Exist Trunnion Bear
<br />Lubricating Hose
<br />I
<br />I
<br />2"0 Bolt
<br />Total (12)
<br />per Bracket
<br />0
<br />/,/,— CL Tracy Blvd
<br />I-6� I L6P I _ _ Q I -rJ
<br />�— F ______, —� I
<br />I J L I I I 2 1 /3 "0 cored hole
<br />I Il I I )I I I Typ
<br />I I I '7 rJ I I I
<br />Bracket A or
<br />Bracket B
<br />� I
<br />Exist Trunnion Bearing-1
<br />Exist Trunnion
<br />�- 1/8" Clearance
<br />Typ
<br />BRACKET PLAN VIEW B - B
<br />3/4" = 1 -0"
<br />MW *101
<br />Name..
<br />Date &3Z1 Z11og
<br />NOTES:
<br />1. The Contractor shall verify all controlling field
<br />dimensions before ordering or fabricating any material.
<br />2. Refer to "Trunnion Bearing Bracket Details 11 " for
<br />Bracket A & Bracket B Details.
<br />. i 1, ki 11. 1 II Y Ih, 11, ull IYI Iill I 1 1111 .11 11 . 11 10 u�1 II a IWJ.I..Iu I II YY I 1 Ip,Yll� .. Ilp .1 J�i�I1N I I..IIIL�I�IL�Y I. Jill,: �� ui � i�i ui � �a. 1. u. �� Y I JI ,I, I� . I , le �. . . I , „u.Y IY uaa L. Y � I I a emm• I , � I is i u 11 t• � : 1 1 �1'. r 4 _ ,A 1 mill I IllJry �� .' I��uuYll �, aYJ ll .J � u, I I, I I Y -1 ndlu , lima �n, r : er I. I i11�i � I. II�e�. �1 .I'1I , 1 11 1 1,luli .I"Ill IIil dl I iil YYa lu��ull e I uYl��l ii � r.u, I.' I le�dilil', II...I. I I .�11w1 ��ml, ii �Y uuil� I w,iJ��i Y li„ill ill Y ii �uu I:I 1 e�lol .1 • u41 lilt iidl �,un,i. I. ,pill �a'.�.11 eu. ��uY li=i� i,.Jl� We ei„y II'll Will ;IMIII I 1 .1 Al 1 111 lulilllilllllllY all, Ill Y I - I l ll p, l 111 III I,IL 1. I'll W 1111.,l..Ildill iii,ililllIll .dill llu Yi'Ill IIIIIJ n, , , , I.YIII iJill ill 1, ili 1I11YlllI YI II Id di h114111 I Ill loll llillIll l
<br />TRACY BOULEVARD BRIDGE NO. 29C-022 1?,?Z�OFESS/0H�
<br />SHEET N 0
<br />COUNTY OF SAN JOA UINo Consulting Structural and Civil Engineers
<br />�� REINHARD P. 2 — �%� COIUn1bUS Ave., Suite 24� TRUNNION BEARING
<br />SEISMIC R E TR 0 F I T A C R 0 S S GRANT LINE CANAL NO.: SE2545 m C�eega� + aA„ge� sAry F arveisco, ca 94133-51 so 7
<br />'lil iL I. IIJI �tliel lul II II I'u Ills eYi � 1.�I YI 11 � �/ '7 I llml 11 , YYY uL I dlie� Y1 uiL I I. 1 ulJ�i Ii pM1 IL.. 6i�ll IdL ll Hn II i II IY I� lw�J� i I I i A�dil I JI i � I.,Y I 1�ii �JwEi
<br />I.i,l�up ll whin a I31 I. .xi � u,Ip.ile Y, �., I a �Ilmli I I 1 di n�: •i li Ile I. I wu•ul I II „I e. I II � li.Ill 61 Y ,6.m � I.1 I' pl1.; ilLpm•I J1 1l . �IYeI Ili .IIaY IY II Y'uolll l0 I.u91n IJIr 11. IIJJiI dLi Y1� lu 111 �JIL�duml � �' EhP..3/31 /07 . .
<br />DRAWN BY i DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTEI..I
<br />D DATE APPROVAL RECOMMENDED DATE s, (41) 201 I ax (415 834-2011 BRACKET DETAILS 1 of
<br />STRUCTURAL
<br />. 9rF o�`
<br />E. GARRO �8/21/98 204039.00 8/21 /98 M. SALMON 8/21 /98 .i '//% 00 0-
<br />OF Clil EGISTERE Cl L ENGINEER DATE 13
<br />Is +%,\
<br />
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