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8" 0 PSP Underdraln T-j <br />X �3 - 5) <br />RWLOL <br />Abutmentl R=105-'O*' 49-2,y8 "measured along RWLOL 1 5 31 <br />-neasured along RWLOL <br />f <br />Edge of Deck 41 <br />BO- <br />Exp it <br />3-4 <br />RETAINING WALL PLAN <br />-XI 6 .9 ON <br />X <br />74'3�81 N measured along RWLOL <br />58'3�81 m 810M 810M <br />0---c <br />H-12 H-10 10 H-8 <br />A QZ <br />c) p <br />CO L4-) in 0 2 <br />+ ry) <br />CO r*-, 'J�s � + <br />Conc BGrrler C) Lq --J + I <br />Q) C) C) + <br />not shown <br />W L U) Q\, j V) <br />Top of RSP <br />Q: <br />F1n1sh Grade <br />X--- <br />M <br />RWLOL <br />Concrete BarrIer <br />not shown <br />*5 ( ea /5 max ------- <br />*5x41ON L-o JO max <br />*5 tot 2 *9 tot 2 <br />*5 r--1 v 12 <br />Outs1de <br />*5x,3/91, Q 30 Face <br />InsIde <br />Face <br />B3-1 <br />Wall ReInf. <br />-- -- -- — -- — — — — — — — — — — — — — — — Elev 6.0 to Invert 8"o <br />PSP underdrGIn <br />Bot of- Ftg <br />Bot of Ftg Elev + 0. 83 <br />Elev -/. 17 <br />rB 0 - \--11 --- --8 <br />rBO - - rB 3 - <br />Bot of Ftg 811 0 PSP Underdraln FootInG Step <br />Elev -4. 00 3-5 ? <br />All p1les not shown IN- BO- A Bot of Ftg <br />ExD it r� �. <br />0-14 c_luv -J.11 �- West Levee Rd <br />RETAININ( WALL - ELEVATI( N <br />�& M= // ON <br />197 of 7'11" 18-101, 816N W—c 717# MD. <br />+\ <br />+ <br />+ <br />RWLOL <br />T 11— <br />+ <br />+ + + <br />'V, 'y yj �O <br />Abutmentl <br />+ <br />'el <br />PARTIAL SECTION <br />V2 N = / / 0 M <br />RWLOL <br />1`611 <br />Concrete <br />BGrrIer I ------ <br />Type 27A <br />See 'Road Plans' <br />DIST COUNTY ROUTE POST VILES SHEET TOTAL <br />TOTAL PROJECT NO. SHEETS <br />10 S 1 30 105 <br />ANA01AA0 1AJAW11 <br />REGISTERED CIVIL ENGINEER <br />ISOY I ) i0� <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATHS, INC. <br />Q833 Horn Rocd, Suite r' <br />�acrcmento, Caffor-nic 95827 <br />B3, <br />Type RetGlnlng Wall <br />RSP <br />(2: / slope) <br />UU <br />8110 PSP BO- <br />underdraln 3 - 5 FG <br />216' <br />61,311 3 spaces 81-1? - 26",3" <br />812H <br />71 <br />< <br />0-4 <br />MP-4 <br />Edge of Deck 1012 20,'4# <br />NOTE: <br />2 <br />For locatlon <br />of sectIons and <br />co <br />detalls see <br />"Abutment/ Layout' sheet <br />T + IndIcates <br />VertIcG1 PlIe <br />RETAINING WALL FOOTING PLAN <br />-XI 6 N ON <br />-t + t- IndIcates <br />'y <br />4:1 Battered P11e <br />COUNTY OF SAN JOAQUIN DEPARTMENT OF <br />PUBLIC WORKS DESIGN BY <br />J. MA <br />CHECKED <br />G. D I N I <br />PREPARED FOR THE <br />Senlor Enq1neer I Date ApDroval Recommended By Date BY <br />CHECKED <br />DENN I S D. PECCH I A <br />C DESIGN OVERSIGHT DETAILS PROJECT ENGINEER <br />U E. MAECHLER G. DINI wumi ur 3AN JUAUUIN <br />FILE NAME DRAWER SHEET NO. BY CHECKED <br />N QUANTITIES <br />'0 SIGN OFF DATE I J. MA C. F. YANG DEPARTMENT OF PUBLIC WORKS <br />Q <br />Lr) <br />0 <br />00 <br />Ln FORM DC-OE-92-PF (REV. 3/88) <br />(D <br />ORIGINAL SCALE IN INCHES I I I I I I I CU <br />FOR REDUCED PLANS 0 1 z 3 EA <br />8`0 CSF at end PSP. TermInate <br />w1th Invert extendIng 6' beyond <br />RSP face. <br />V,S�ESS/44� <br />ENN I S D. PECCH I <br />No. 32049 <br />Exp. 12/31/96 <br />CIVIL <br />OF CN <br />\3 RECORD DRAWING' <br />Note: For reInforcement detG11s C�xrections By 06 v1dooe - <br />see "Partlal Sectlon" detGll NoChangesB �ro - <br />Date e - 912e <br />.Any Person Using This Drawing ShmW Verity <br />SECTION A -A �,11 Inforrit,nn Pv Iric-)erting Thp �,'tp WiNork <br />V2 010 & e Re -S <br />PAX4eMe,q7"I` hee.ItS13SI <br />APPROACH SPANS <br />BRIDGE NO. <br />29c-108 BACON ISLAND ROAD BRIDGE AT MIDDLE RIVER <br />POST MILE ABUTMENT I DETAILS NO, 2 <br />DISREGARD PRINTS BEARING REVISION DATES (PRELIVINARY STAGE ONLY) SHEET 01 <br />EARLIER REVISION DATES 01- 08;�� 10-22 S13 S46 <br />,-'- 9 �21 '� 2 1 - 9 3 1 1 1 1 1 1 1 <br />r2 <br />_T- CC <br />