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FN <br />+0.,357. <br />11111110- <br />BrIdGe Sta 12+75.16 POC = <br />East Levee Rd Sta 29+59.7,3 PRIC <br />41 <br />Sto V RIC "i Q) 0) <br />41;1 00 <br />L�n +3-1 C) <br />!I- -_: <br />00/ \/C Q) <br />Q� N - >-� -Tj <br />CQ 1 0 <br />sto <br />Q) 0) <br />4.1 36Y C\j C\j <br />C0 I 2� Q <br />+ -- y C RIC C) (J pq Lij (b <br />2 -2 <br />_0( <br />C\j W + 0. 45;1. <br />DII0- <br />Q, EB 12+15 RIC <br />Q) <br />rn — 11 SAG 0. 00;/. <br />- - - - - - - - - - - - <br />0 n -r no I nnr= III <br />e-'r 1 jo UU CQ <br />19+99.37 POC C WEST LEVEE RD PROFILE GRADE LLJ <br />East Levee Rd <br />C\j <br />Length of BrIdge from Abutment I to Abutment 26 - 975-' (Measured along Brldge) <br />16 Spans La 30/0'- 48(YO" 3 Spans @ 4(Yc? - 120100 '301 240100 3 Spans 0 35"0" <br />1501 /Sly /5(Y -7 18ol SwIng Span 105-'0" <br />101-C I ,,- Control <br />C\j House <br />Exp Jt Exp it--�- <br />IL I <br />-- ---------- - <br />------------------ <br />I I fill 11 <br />11 fill 11 <br />--------------------- H IIIIIII <br />-it 11 11 11 -it -------------- ------ 11 11 fill I I fill It I <br />If If it 11 it 111111 111111111 11 Abut 26 <br />jtii ------------- <br />Abutl 14 <br />U V u 4 11.1 4 U U 4 U U 1.1 <br />Bent 2 Bent 4 Bent 6 Bent 8 Bent10 Bent 12 Bent14 Bent 16 Bent /8 Bent 20 Rest U U <br />Bent J Bent 5 Bent 7 Bent 9 Bent Bent 1,3 Bent 15 Bent 17 Bent19 Rest Plvot Pler 23 Bent 25 <br />Pler 21 Pler 22 Bent 24 <br />I <br />Approx Orlg Ground Llne Navlgatlon Openlng Water SurfGce,s e Hydrologlo <br />along rlghtedge of deck��� Summary on "Fo ndatlon Plan" sheet East-3 CURVE 4 <br />i Levee Rd R=1000. 00/ <br />MBGR see ELEVATION A=12029-'04" <br />> Road Plans 5(Y Fri L-217.8-1Y <br />Structure Plan No.2 12+15 EB T=109-38" <br />4 MN Sw1na SL)on YBGR see 00 Elev 12.20 <br />DIST COUNTY ROUTE POST VILES SHEET TOTAL <br />TOTAL PROJECT NO. SHEETS <br />I si 18 105 <br />REGISTERED CIVIL ENGINEER <br />'40V 15"913 <br />PLANS APPROVAL DATE <br />IMBSEN & ASSOCIATES, INC. <br />9833 Horn Road, Suite C <br />Sacramento, California 95827 <br />0ESSION44 <br />ROY A I MBSEN <br />No. 16133 <br />Exp. 6/30/97 <br />Cl IL <br />OF N <br />1.1 <br />0 R D D (7`4 <br />�,c,,rrprtons. By <br />ian�jesf�� <br />J! <br />n( I -iould VeMV <br />f%ny P,�!son Sl I <br />n o 4 <br />/j+jj.j1 rLIL, VY UO LUV UU n U Road Plans BrIdGe StG 12+75.16 POC <br />Aerfal 2+13 POT �� BrIdGe 00 <br />Power Structure Plan No.1 Fender Toe of F111 East Levee Rd 29+59.7,3 PRC <br />Line 2+40 BB Approach Spans Control 00 Top of F111 <br />Elev 12.25 4 House 00 Skew 4"4635' CURVE J <br />Top of F111 BrIdGe Clear R=62. 09 <br />Exp Jt rn-1 A=16*5(Y14" <br />--- Toe of F111 j 0 �kew 21-1(Y18` <br />I t L=18.221 <br />1-1 - I I <br />Burled -,`�S8�*25"�5"E <br />Telephone I T=9.18" <br />I I - -- -i L <br />Llne —T-1 East Levee Rd Sta 29+41.51 BC <br />CURVE 2 Exp Jt Z Q) <br />R-,325. O(Y 3:1 -15 <br />RSP see Q11 <br />A-79'521510 Road Plans Q) <br />L-45J. 0 M <br />C/ (Z) 0 <br />+ Structure Plan No-3 <br />T=272.14" Novagatlon Openlng Q) <br />Stphons see k:\j <br />Q) 0 <br />BACON ISLAN Road Plans 0 Approach Spans <br />CURVE 5 00 <br />(+-- Toe of F111 <br />0 C) ri 00 Top of <br />R=62. 00" l'- <br />0 F111 <br />A=79*49-44n 00- <br />RSP see <br />A--- Toe of F111 <br />T=51.871 Road Plans <br />0 0 <br />Top of' <br />Note(s): ��o <br />00 <br />x IndIcates vertIcal clearance MBGR see C) 0 <br />CURVE I gauge mounted on fender or p1le. Road Plans 0 0 <br />R=945. 00/ MIDDLE RIVER <br />A=/0025-'44'7 West Levee Rd <br />Horlzontal Clearance - 3810" <br />L=172. 0/ Vertical Clearance 1512" -1- above MHW <br />T-86.24 East Levee Rd <br />A01 <br />ExIstIng Bacon Island <br />C), <br />Road BrIdge <br />01- <br />COUNTY OF SAN JOAQUIN DEPARTMENT OF PUBLIC WORKS <br />C� <br />Senlor EnQlneer Date Aporoval Recommended B,4 Date PLAN <br />I 1 1 <br />FILE NAME I DRAWER SHEET NO. <br />Aerlal <br />Power Llne <br />LOWER JONES TRACT <br />x (Z DESIGN BY G. DINI CHECKED D. PECCH I A LOAD FACTOR LIVE LOADING: HS20-44 AND ALTERNATIVE PREPARED FOR THE BRIDGE NO. <br />DESIGN AND PERMIT DESIGN LOAD DENNI S D. PECCHIA 29C- I o8 BACON I SLAND ROAD BR I DGE AT M I DDLE R I VER <br />DETAILS BY E. MAECHLER CHECKED G. D I N I LAYOUT BY D. PECCH I A CHECKED G. D I N I PROJECT ENGINEER <br />DESIGN OVERSIGHT COUNTY OF SAN JOAQUIN POST MILE <br />BY CHECKED BY PLANS AND SPECS T. TRACY DEPARTMENT OF PUBLIC WORKS GENERAL PLAN <br />QUANTITIES SPECIFICATIONS D. ALDEN COMPARED <br />LQ SIGN OFF DATE I REVISION DATES (PRELIVINARY STAGE ONLY) I SHEET OF <br />(:) I CU DISREGARD PRINTS BEARING S <br />ORIGINAL SCALE IN INCHES I I I I I I 1 110-221 <br />FOR REDUCED PLANS EARLIER REVISION DATES S46 <br />FORM DC-OE-92-PF (REV. 3/88) 0 1 2 EA <br />Is Zo/ <br />