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<br />SHEET
<br />TOTAL I
<br />DIST
<br />COUNTY
<br />ROUTE
<br />TOTAL PROJECT
<br />NO.
<br />SHEETS
<br />10
<br />Si
<br />- I
<br />1'-3»
<br />-- BBF . l
<br />°11\___
<br />Uv
<br />Abut 1
<br />Datum Elev -30.0
<br />i
<br />12
<br />6 Slab Spans @ 28'-0 ± = 168'-0 f
<br />Hinge ---•� s4�-8"�
<br />I
<br />II II II
<br />U U U
<br />Pier 2 Pier 3 Pier 4
<br />. j9 - -
<br />I 1
<br />U
<br />Pier 5
<br />394'-1 111
<br />28'-9 111
<br />f
<br />3 Precast Girder Spans ® 65 -D f = 195 -0 f
<br />>
<br />s•sEB
<br />- -
<br />U �--- - - - Abut 11
<br />Pier 6 Pier 7 U U e - - - - Approximate OG measured
<br />U U U U along downstream side
<br />Pier 8 Pier 9 Pier 10
<br />I I I
<br />10 9 8
<br />ELEVATION„
<br />1 " - 20'-011
<br />I.
<br />� `*�� I PRur `JJ' CN -
<br />I
<br />REGISTERED STRUCTURAL ENGINEER R.
<br />F
<br />y R. E. SENNEff N ti2 I
<br />N0. 3976 11
<br />PLANS APPROVAL DATE EXr.12/31/98
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<br />FRED HUANG & ASSOCIATES T�UC'T
<br />7311 GREENHAVEN DRIVE SUITE 256 OF C VIA
<br />SACRAMENTO, CALIFORNIA 95831
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<br />SEAR -BROWN GROUP / C+D ENGINEERS - I'
<br />170 COLUMBUS AVENUE SUITE 240
<br />SAN FRANCISCO, CA 94133
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<br />Walnut Grove Road
<br />32'-O" f Roadway
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<br />3 111 16'-011f 16'-011f 3 111
<br />Exist Metal bridge
<br />railing, Typ •
<br />Level
<br />Exist Precast,
<br />Prestressed Girders I'
<br />Exist Reinf Conc Slab
<br />II CN II
<br />II I II I
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<br />O
<br />Exist Reinf Conc I
<br />Pile Extensions --►I I I I
<br />II II I
<br />1.4 Exist Reinf Conc
<br />Q, EB Sta 8+01.92f
<br />BB Sto 11 +96.04f Top of levee Elev 18.76E
<br />Elev 18.80E
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<br />I -ZI / C-f
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<br />b
<br />To WGIQ Grove Hinge t
<br />I I I Walnut Grove Road I I I I �'
<br />III I I I ( I I I I IIII , III I III II
<br />12 I i 1 10 N 88 14 30 f W 9
<br />To Thornton 8 J1
<br />I = IN
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<br />0
<br />STANDARD PLANS
<br />Dated July 1992
<br />A-10A Abbreviations
<br />A-10B S mbols
<br />i
<br />I
<br />II
<br />- 1
<br />I�
<br />I
<br />�a
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<br />y 3 Hinge Retrofit Details No. 2 Notes: 1
<br />�--.� Indicates Direction of Flow 4 As -Built Log of Test Borings 1. For General Notes see "Hinge Retrofit Details
<br />3
<br />Standard Plan Sheet No. 01 Install Hinge Restrainers No. 1" sheet. I
<br />2. The Contractor shall verify all controlling field I
<br />Detail No. Locaf om -of Elderberry Shrubs dimensions before ordering or fabricating any I
<br />1 material. j
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<br />EARTHQUAKE RETROFIT I
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<br />Vong Toon � ��„ - DESIGN BY D. Wang Yall CHECKED G. Wang �Esicl FACTOR - PRE PARED FOR THE = L�ijK N - - I
<br />4:-, - Robert E Sennett Iv 29C-0010 - SOUTH FORK MOKELUMNE RIVER BRIDGE I
<br />_ CALTRANS DESIGN IGHT BY CHECKED BY CHECKED = SANJOAQUIN COUNTY
<br />� DETAILS H. Wan G. Wan LAYOUT D. Wan G. Wan P°�� �°°� -
<br />_\ 33�8%98" 9 9 g g - POST MILE -
<br />SIGN�DA, E "= BY CHECKED BY PLANS AND SPECSGENERAL PLAN
<br />-QUANTITIES D. Wang G. Wang SPECIFICATIONS M. SGImon COMPARED E. Garro DEPARTMENT OF PUBLIC WORKS -
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<br />11 I C U 10-152 DISREGARD PRINTS BEARING E NLY
<br />FOR REDUCED PLANS 1hi, EA 10-LO1905 EARLIER REVISION DATES
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<br />1 ` CONTRACT NO. 59YO19
<br />,- _-__--__ _- - ._--._- _ _-_ -_-�.__._ _ -___�__--_-s� _� �- _ ,__ A _ a_� _ -__ ___�-�_ __� _�.__- __ __ _-__ _ __ __-__ _ _ _ _� _- _ ._ _ __.__-_ _ _.�_.. _ _._�_ _ ___ _ _� - __ �__- ______�.,___ _. _ ____ .- __. _ _____. ,o-___-,�- � - -.._-
<br />PLAN
<br />1„ 20'-0„
<br />. LEGEND
<br />- - - - Indicates Existing Structure
<br />Indicates New Construction
<br />Indicates Direction of Travel
<br />. INDEX TO PLANS
<br />Sheet No. Title
<br />1 General Plan
<br />2 Hinge Retrofit Details No. 1
<br />Pier Wall
<br />II II I-Ifi-FT-rtl�
<br />II II T-IT II II
<br />U U i U U U
<br />Slab Spans_ Precast Girder Spans
<br />TYPICAL SECTION
<br />1 " = 10'-0"
<br />l�/
<br />I��yz
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<br />11 f,.V
<br />
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