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DIST COUNTY ROUTE <br />10 S i <br />POST MILES <br />TOTAL PROJECT <br />SHEET <br />TOTAL <br />NO. <br />SHEETS <br />30SI <br />105 <br />X <br />X <br />X____ <br />X <br />RWLOL <br />0 <br />0 <br />,&-- Short @ <br />Const Joint <br />611 <br />Stop 5 La 9 <br />#4 La 18 <br />(IGP SPIlCe N #7 La 8 top & bott <br />with #5) <br />A <br />0 0 ot 0 0 <br />0 0 0 0 Z <br />#4 Q /8 '* ')11 0 0 0 0 0 0 0 0 <br />- - - - - - - - - - / 1, :;,� I F - - - - - - - - - <br />911R I- <br />0 211 c1r <br />4 —10. _4 <br />L typ <br />7`2" min & varies <br />-.04 <br />SECTION A -A <br />45T PILE FOOTING SECTION <br />H - 12' <br />_Y4 It :2 /droll <br />Exist abutment f ooting <br />& top & bott relnf. _-, <br />� Abutmentl <br />EdGe of Deck <br />= RWLOL <br />4- <br />-3 <br />n <br />0 <br />00 <br />Ln <br />U) <br />X <br />0 <br />L <br />DESIGN OVERSIGHT <br />L SIGN OFF DATE <br />W <br />:3 <br />"', FORM DC-OE-92-PF (REV. 3188) <br />41bW 0 4ft to Iri ft I Ct I f�) <br />Const Joint <br />NOTE: Modified reinforcement details for 3-1 <br />AW H - 12d' retaining wall only. See for <br />other details not shown. C <br />MODIFIED) <br />pile <br />5/0// <br />5/0 -10_� 3- <br />X <br />-o*— A <br />F'yf,0f)f1 tnn Z hf)tt <br />mat re1nf to edGe <br />of widened portions <br />of f ootIng, ryp. , <br />See "Section A -A Pile <br />5/0// 5/( <br />X <br />f-% I <br />Ce-f V 01OP& voila/ <br />fened portions of footInG, tYP. <br />"Section A -A" <br />pAk <br />ASAIIAAO 1AAAaW1; <br />W-Saw,% <br />REGISTERED CIVIL ENGINEER <br />ccoo 8 <br />to - z co <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATBS, INC. <br />9912 Business Park Dr., Suite 130 <br />Sacramento, California 95827 <br />916-366-0632 FAX 916-366-1501 <br />0 INt <br />r_)p -,/�,Wll C: <br />a <br />Ry <br />Ry <br />Genera I Notes <br />�,�CjVESS/oAt <br />ENNIS D. PECCHI <br />LU <br />0-1 No 32049 <br />Exp. 12/31/96 <br />,.�x CIVIL <br />F C <br />I. I The f ootln(7 shall be widened at these locations <br />to provide 1'6" from center of pile to edge of footing. <br />2. This Footinq Plan replaces Retaining Wall - Footing <br />Plan from 'Abutment I Details No. 2" sheet. <br />3-1 <br />J. See (5 for typical dimensions and details not shown. <br />Pile <br />Q) CO RWLOL <br />pile <br />C\\\Jj <br />++ <br />1% S,31*45"40"E <br />VN/dr <br />pile <br />91PIl <br />101211 101611 4110Vi 410-- 41011 41011 <br />Extend top & bott abutment <br />reinf Into retaining wall <br />footing. Deepen retaining <br />wall footing as necessary to <br />GccomodGte abutment bott reinf. <br />COUNTY OF SAN JOAQUIN - DEPARTMENT OF PUBLIC WORKS <br />Senior Enairleer Date ADProval Recommended By <br />FILE NAME DRAWER I <br />32123116 81011 8/0// <br />H=12 48123116 H=10 H=8 <br />C\j <br />& 1+1 <br />C\j <br />cr, <br />RETAINING WALL FOOTING PLAN <br />V4 0 <br />DESIGN BY M. BERGER <br />Date DETAILS BY E. MAECHLER <br />SHEET NO. QUANTITIES BY <br />CHECKED BRIDGE NO. <br />D. PECCH I A PREPARED FOR THE 29c- 108 <br />CHECKED D. PECCH I A COUNTY OF SAN JOAOUIN PROJECT ENGINEER POST MILE <br />CHECKED DEPARTMENT OF PUBLIC WORKS <br />ORIGINAL SCALE IN INCHES CU <br />FOR REDUCED PLANS U 2 EA <br />LEGEND <br />,-I-\ <br />_++ Indicates Additional Vertical Pile,. tot 2 <br />+ Indicates Addit/onal 4:1 Battered File,, tot 5 <br />Indicates Existing Vertical Pile <br />Indicates Existing 4:1 Battered Pile <br />SUPPLEMENTAL SHEET <br />(7 ;0 RE RZ A C. e 5 1.3 PeR C . C . 0. .0 9) <br />APPROACH SPANS <br />BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />ABUTMENT I DETAILS NO.'2 <br />I PFVIS-Inm DATES (PRELIMINARY STAGE ONLY) HEET OF <br />DISREGARD PRINTS BEARING "i I I i I I I I I � I 3S 11 S46 <br />EARLIER REVISION DATES 9 4 <br />