|
+3.9% ± 920'± VC R=-0.8478% ± per Sto
<br />n o 3.9% ±
<br />j
<br />m W
<br />APPROXIMATE PROFILE GRADE ALONG CL OF BRIDGE DECK o'
<br />N0
<br />+L +Lr)
<br />rn
<br />N
<br />#
<br />c ) W // / i 1 11 can �,
<br />11 I i 1 1\ 470'-9 "±
<br />2 @ 20'-0 "± /� Il �� �cvicblegChannel 11 \`\
<br />1 J-3„± = 40'-OJJ+ 30'-0»+ ll I 770± 103'-011± l 77°± 1 % , „ „ J, ,
<br />�_1 1130-0± 20-0± 8 � 28-0± = 224-0± 21'-3 3
<br />North
<br />_ _ �_� Main Bascule Sp � \ 11 ----- . --- - - -- �- - -�-�- - �.---�.
<br />Approach Span - - 11 \ 1\ South Approach Span ,
<br />I � Hinge Hinge �
<br />-- -- -- -- -- — -- --
<br />-- -- --
<br />kill
<br />-- -- -- -- — — — —
<br />C1� __----- __ ____Eil-- - -- --�-- -- - -- - --. ---Ir----
<br />I, Design High Water 1 1.9±
<br />3
<br />I' 0
<br />Elev-13.50± - _- - FIP—13.50±
<br />I \` II II II II II I II II II II II II II / IIIIII ` II II / (I II II \ II II / I
<br />II II (11I I II II ,
<br />U) u I I a/IF I I
<br />Datum Elev -40 Abut 1 Pier 2 Pier 3 Pier 4 Pier 5 Pier 6 Pier 7 Pier 8 Pier 9 Pier 10 Pier 11 Pier 12 Pier 13 Abut 14
<br />�- - - - - - - - - - - - - - - - - - - - - - - - - - - - F - - - - - - - - - - -- - -- - - - - -- - - - --
<br />115 116 117 118 Approximate OG 119 120
<br />ELEVATION along upstream side
<br />90'-0"± Clear Channel „ (measured July 1997)
<br />BB Sto 115+45.25±
<br />Elev 24.09± \
<br />To Stockton
<br />- F S00° 12'30 "W ±
<br />115
<br />1,- 0 "±--,\ 14'- 0' +
<br />d'
<br />00
<br />11
<br />1
<br />- u.-=--_- - - - - -
<br />- -
<br />,Tracy Olvd Roadway
<br />0 II I
<br />I
<br />°
<br />-r—z-� =- -_- -- -- --
<br />2 7
<br />/r
<br />dl
<br />91
<br />dl
<br />Exist Control House
<br />0
<br />I �
<br />I I
<br />140 1
<br />1 0►1
<br />I I
<br />0
<br />4
<br />3
<br />q Hinge
<br />T-
<br />- -T_
<br />- - -T -
<br />o—�
<br />o
<br />120
<br />RETROFIT LEGEND
<br />LEGEND
<br />EB Sto 120+ 16.00±
<br />Elev 24.15±
<br />To Tracy
<br />4-
<br />121
<br />121
<br />- - - Indicates Existing Structure
<br />Indicates New Structure
<br />o► Indicates direction of existing battered pile
<br />I Indicates direction of traffic
<br />—X---X— Approximate location of ESA Fences
<br />,� MBBR � Profile Grade � �
<br />pp p to be determine by Siofogist
<br />1 1 2% ± 1 1 + �, > + NOTES:
<br />- en P erscap and 11 1. For General Notes and Pile Data refer to
<br />' 7 'Foundation Plan sheet.
<br />I 1 I I I 2. The Contractor shall verify a!I controlling field
<br />70 Ton Pile dimensions before ordering or fabricating any material.
<br />U Li I � See 9) Pile Details" sheet
<br />TYPICAL SECTION — BASCULE TYPICAL SECTION — APPROACHES
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<br />d ��:1:I:i:e:1,11e::el:,l llladil �h Jwu ii Ju:.l.i�1::l1u IWi1¢.il:�l lulu lu ei:laulll lu:li111,i11111:1:III::�mI:il�uul,lG:i:l111: 1iu41J111111:I1u:,ll Y�e::i1:Wu.1d111:11���11: 1uull=li YI1:J I:: I:Iwl:1i11u,ill:lllilu:l:lll u:111 JY:1 �lul:.11:.l:�.,� d:uiL,,:u1:: 11i1:111:11:: 1:1 iI:.M 41:1,�m1:,11:.11ll�l i.111 Ltd
<br />TRACY BOULEVARD BRIDGE NO. 29C-022 eR0FEss/0A1 SHEET NO.
<br />Consulting
<br />170 Columbus and
<br />Ave.,Suiteil Engineers
<br />240 - J1,,: Y1 11 a{II 11111:111Y1111Y
<br />COUNTY OF SAN JOA UINSEISMIC RETROFIT ACROSS GRANT LINE CANAL �C. REILDKEENHARD P Fyrn\ Creegan+D'Angelo 2
<br />r, N0.: SE2545 m SAN FRANCISCO, CA 94133-5160
<br />IiJI 16 '
<br />w
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<br />IYY I, 1YI� IIIIII l l loll. E N E R A iill:luuu 114n ba. Jiime01101: Ixe.a 1111:1 m1.. 11 ` P I ��A\\\�
<br />,Ilu: xl Ynluulll:lulul e6u l.el Iiail:I e.,nleei 1dl idle iel.w lil.ie:J lYell Ln 1eLl [Yee rlF .lullelF trill 111 ... 1. u.: �1 in�i:m � � LEA 1 I YI m 11:n. „ i1�n1a1Yl11:1111:111nl:lilii I { I..,.Lae111:I1�a.L......11.�11:.1111111 1111:.11a1111.11111.1:.1111111,111d1:11:11111d .Y:11d1: 1,11,1 mall ill .111 dl 1:�,I:L 111111111:I..411n l llll a1:1111I11,I11.1111,1111 1111 111a11.II1:111I11IInI11111i,1111 11:11111:11111111Y dllall dll, I Cr� �xP.:�/��/o� *CIL
<br />2010 Flex: (415 834-2011 -
<br />I IIY111 STRUCTURAL AGISTERE
<br />� = Of
<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE sTgT J,--
<br />` f DF C AL\F J �/
<br />E. GARRO 8/21 /98 204039.00 8/21 /98 M. SALMON 8/21 /98� �`` f 2����� GINEER DATE -
<br />`,� 1 f
<br />q Roadway
<br />28' I 0 "±
<br />V-
<br />= rP 1 = 20
<br />rb
<br />Navigable
<br />Channel Exist Fenders
<br />ll
<br />I Exist electrical
<br />1 conduits to be
<br />relocated
<br />--•6-_ ° __--
<br />'
<br />o 0 1401 0
<br />117 I' I 0 01 18 1 o►I o
<br />I � I I III I
<br />-- -- --� �- -- Q--
<br />--- -1_ -- -----_----__ -- --- __ -- - -- r--
<br />.-P
<br />� � 4
<br />J b�
<br />'b 'PLAN -X--- X----X--- X--- X--- X--- X--- X---
<br />1 " = 20'
<br />14'-0,J+---1---2,-6„± 1,-0
<br />I
<br />Exist
<br />� Roadway
<br />28' 10 "+
<br />14'-0"± 14'-01A± �2'-6 1 at North
<br />Approach Span
<br />1 '-0 "± at South
<br />A roach San
<br />Drawingsf Record
<br />% I �-
<br />1em�.
<br />O1 Main Trunnion Bearing Retrofit
<br />Total (4) Brackets
<br />O Seat Extender Retrofit
<br />3O Hinge Restrainer Retrofit
<br />4O Bentcop Retrofit at
<br />Pier 7 & Pier 11
<br />
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