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<br />DIST. COUNTY ROUTE POST MILES SHEET TOTAL
<br />TOTAL PROJECT NO. SHEETS
<br />q Pier 2
<br />_I_
<br />II
<br />Exist cone I I
<br />pier II ( I
<br />I�
<br />Rock slope
<br />protection I
<br />II
<br />II
<br />II
<br />Qa� ----
<br />Qop-q �roiel
<br />Tremie concrete /
<br />20'� 0"
<br />I I I I
<br />20'-1-0" I
<br />n mot- —r9 - -F=9 — n- -FI- - i ---f -
<br />II II II II II II II II II
<br />II 11 II II II II II (i 11
<br />II II II II II II II II II
<br />II II II II II II II II II
<br />l I I I I I I J I I I I l I I
<br />Steel sheet I I I
<br />II II II II II II
<br />pile II II II II II
<br />II II II II II
<br />Tremie I I I l I I I I I I I
<br />concrete I I I I I I I I I I I
<br />II II I II II II
<br />I I I I I I I
<br />Exist timber I I I I I I ! I I I I I
<br />II II II II II II
<br />piles II II II II II II
<br />II Il II 11 II II
<br />u u u u u u
<br />ELEVATION
<br />9.6±
<br />1171
<br />I Top of exist pier
<br />I and sheet piles
<br />11
<br />II
<br />II
<br />II
<br />i I
<br />i I 20'-0" max, typ
<br />I Slope protection
<br />AN I
<br />Top of exist pile cap
<br />elev = —21.4±
<br />IN
<br />n )C-k 5Qop¢ protecAto%A
<br />Bottom of exist pile cap
<br />and sheet pile cut off
<br />elevation = —25.9±
<br />Tip elev
<br />of sheet piles
<br />Edge of exist
<br />seal courses
<br />Edge of
<br />exist footing
<br />Exist conc pier
<br />Steel sheet pile
<br />18>-8,>±
<br />Exist Dolphin
<br />piles
<br />18'-8"+ (boo
<br />� Pier 2
<br />PLAN
<br />1 1 /2" = 1'-0"
<br />I
<br />N
<br />Notes:
<br />I� SSf
<br />REGISTERED t- CI ENGINEER QR°
<br />/ Po —Kong Chen
<br />l �f"��8 No. S 3112
<br />PLANS APPROVAL DATE * 9 �30 ���
<br />�o OInI IN 1.1n iwonu �Ium l��i3�IIL�NJUJue5Y�Ju.m�:F lllilul�l.�:ll i�lerL.rz..I,L ni IIIe, 16nWm �Y OYILLIIWi'l�01J �,.11'm:nlnl ne.,ean, nu.Inu ,�W em.a�.0 rv�.elw Exp. .
<br />MARK THOMAS & CO.JNC. `s'X TRUCTURAL
<br />90 ARCHER STREET F of cA�-��°�
<br />SAN JOSE, CA 95112
<br />— �. - rrlrw I---wIe 1II1" anY I : xur a
<br />Bridge
<br />=xist Dolphin
<br />piles
<br />1 1/2" = 1'--0" 1. The Contractor shall verify controlling dimensions of
<br />LEGEND Existing channel existing seal courses; dolphins, piles from old bridge
<br />downstream, submarine cables and other adjacent
<br />objects before installing steel sheet piles. Sheet pile
<br />Tremie Concrete I installation shall not damage existing dolphin piles,
<br />submarine cables and navigation lighting.
<br />Backfill with 0 2. Cut off steel sheet pile no earlier than 3 days after
<br />existing channel 0 Tremie concrete is poured.
<br />material y
<br />O3- Use 1 /4 ton rock slope protection
<br />4. Steel sheet pile shall have a
<br />minimum section modulus of 30 in3
<br />DETAIL OD SUBMARINE CABLE TRENCCorrections Sy HAWING
<br />No Scale No
<br />ChwVea
<br />OateW / S / o Z
<br />` g Thss Dratrv�ng 5,
<br />. + RAF ir!�o
<br />ctrnq The Sitp-
<br />STORM DAMAGE REPAIR
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<br />{III .IIII.Y�lllLI II�I I It IYIII I 4llu h�111 II�I��,III I Ill�lll.lall II II UI Y1114��I II IF�IuII I IYI IIII II '6 II ICI uYl IIIIIIIII ilIl I IeI J III �u�e�aY III IIMillIli l ll I IV II
<br />dll edl ll IWIIIYI a it 'll a {IIIIII A. I II �Ii41 rIYl I UIll \ l lI.IYa IIII 11IIIIII IIIIIFII !.II I.I I{, LIIY aLdl i'IIL YIlL� u.'llln.l d _ I,_S dIJ . Y4I I 1.9e� III @IVaXa Wryl
<br />�I .I I
<br />DESIGN By
<br />C. Gong Checked P. Chen BRIDGE NO.
<br />By Checked PREPARED FOR THE Po Chen 29C-0131 MOKELUMNE RIVED BRIDGE @ WALNUT GROVE ROAD
<br />DETAILS J. Rogers P. Chen
<br />COUNTY OF SAN JOAOUIN Project Engineer POST MILE
<br />QUANTITIES By C. Gong Checked P. Chen DEPARTMENT OF PUBLIC WORKS PIER 2 REPAIR DETAILS
<br />,I
<br />': JLLLI,Y aIYW4LLYIx.eeYuleau X�nm ..'Y.Ylxu .1 1 u Y tm X IaII. is �1,� ! I III YI i n nl u l Jla a la. I.'mL a1 � tl61 I �( :a 1 �
<br />4.,I I III e I F IIII Y . I �,
<br />� , .:II
<br />�
<br />REVISION DATES PRELIMINARY STAGE ONLY
<br />IIY
<br />ORIGINAL SCALE IS ININCHES IJemai �I'll DISREGARD PRINTS BEARING j
<br />e
<br />,.
<br />: o
<br />SHEET "OF
<br />EARLIER REVISION DATES 7/3_'�974/3 98&/� 98� /29/98 3 4
<br />.FOR REDUCED PLANS o 1 2 3
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