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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 <br />e111111,aW,IL�u. YI Yi'. aJt eIYYIIIJW,lhN!nJY I.L, F eI, .JIIa II YI. Y'I mi.I Y 11IYYII YWI III w YI I � 14 ,I I 'IIIIII ,I IIIIII�YII Ilfll I lll�a�I is I�.. JI YI laitl I .4I l� II I II �, II 1III I II III�II YNI I I I :FIIIe YII Ill ll it IIJI�IJIIIII I <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 <br />l I IIIII II II Ill IIui�ll I III Ill il I II.I Ili, : aJe II Y I,, ' iI i I I I eIu IWP' Ye h YIu ,W Y4Llei xl YII In :I dwl Ill, YI eIIII I I e4 In l •IwuII Ilm I III1i lilll IIIIIIViII II III J II ull I IN II, lu IIII II I :.III I uII I uull I �i aal I II I I aIIIII. � I Y I IIIIII 1 I I .I�YY:�� I Y, II I{ I t I I lil Is �III II�I m��I III�. IIIII l II I III.I I ul � I al�I u I I Ilu.l l{d�I�I IIIIm�lI Imdd�ll e I I Y Y„,31I�,41�I1IYuII �Ii II wl IIa, IJI , a,II <br />/AAii- <br />i a lAl <br />