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E <br />0 <br />LO <br />N <br />O <br />I <br />cD <br />O <br />O <br />N <br />d <br />N <br />C <br />0 <br />3 <br />0 <br />U <br />0 <br />I <br />O <br />CnI <br />m <br />Ln <br />N <br />M <br />O <br />N <br />1-1 <br />CDZ <br />Y <br />O <br />/ <br />m <br />T <br />0 <br />0 <br />U) <br />N <br />14)O <br />N <br />/ <br />O <br />O <br />N <br />Z <br />ABUT 1 BENT 2 BENT 3 BENT 4 BENT 5 BENT 6 BENT 7 BENT 8 ABUT 9 <br />IIi <br />I <br />O Y O I i <br />w w I <br />w <br />I <br />Lit <br />LA <br />I <br />U- <br />0 <br />�N �a �v► �ti �t� x S c3 j t3� t3 j s of cr i .� <br />U U c 1 01 0 I Yr , <br />� — — <br />— ' — <br />O <br />I N o I 67+0 <br />ocr 65+0 ' �' ' to <br />66+0 , `K <br />64+00 <br />w O M , <br />V <br />U _ I <br />U<- (0 I <br />3r ' <br />*c00 <br />ao o � <br />ww I <br />0 yr <br />i <br />o NOTE: SEE NOTE 1. <br />w <br />PRE -OVERLAY DECK GRID GRADES PLAN <br />SCALE: 1 " = 20' <br />O � o h0 ABUT 1 ADO CE BENT 2 BENT 3 CE BENT 4 BENT 5 BENT 6 BENT 7 BENT 8 ABS 9 <br />Uj Uj o X x 'ti`s' x X OLX X X X X X X X X X X X X I X X X X X X x I X 35.�g X X X X x I X X x <br />o I I <br />w <br />I <br />1 R I I I <br />I <br />o m M ' <br />� I <br />U U co <br />0 <br />10 1 ' 66+ 1 I 67+00 <br />64+0065+0 1 <br />64+00(L WILSON WAY = <br />CL BRIDGE , <br />1 i <br />NOTES: 7----- <br />INDICATES FOOT CONTOURS. m � I 35.50 <br />V= M I I I I I <br />X INDICATES 10' INTERVALS ALONG STATION. La` <br />LINE CONTOURS DO NOT INCLUDE CAMBER. <br />CONTOUR INTERVALS = 0.10'. <br />I ' <br />U - <br />x X X \� X X O �C X X� X X X X X S X X X I X X X �3g.60 X X X I X 35.�� X IX <br />X X X X x X <br />wV o ? I �� I �s g 0 <br />OD <br />w POST -OVERLAY DECK CONTOURS <br />CONCRETE BARRIER TYPE 26 <br />CIP REINFORCED CONCRETE SLAB <br />AT EXISTING EDGE OF DECK <br />i <br />LEGEND: <br />CONCRETE STRENGTH & TYPE LIMITS <br />STRUCTURAL CONCRETE BRIDGE <br />STRUCTURAL CONCRETE CIDH PILE <br />COUNTY OF SAN J UAQ IN <br />OJECT ENGINEER DATE <br />DRAWN BY DATE PR <br />B. GREEN 1/06/06 D. PECCHIA 1/06/06 <br />r� oil c Fi tts <br />1►J aA � � <br />o� <br />SCALE: 1 " = 20' <br />(4,000 PSI 0 28 DAYS) <br />(4,000 PSI 0 28 DAYS) <br />CHECKED <br />M. KANAAN <br />DATE <br />1/06/06 <br />WILSON WAY BRIDGE NO. 29C-048 REHABILITATION <br />ACROSS STOCKTON DIVERTING CANAL <br />SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE <br />' � 3✓ 06 <br />D <br />m <br />a <br />CAMBER LINE <br />to w M N O O <br />O O O O O O 0 O O <br />O O O O O O O <br />CONSTRUCTION JOINT <br />AT CLOSURE POUR, SEE <br />"TYPICAL SECTION" SHEET <br />68+00 <br />�.j <br />NOTES: <br />MRO ENGINEERS INC. AND COUNTY OF SAN <br />JOAQUIN OR ITS OFFICERS OR ,AGENTS SHALL NOT <br />BE RESPONSIBLE FOR THE ACCURACY OR <br />COMPLETENESS OF ELECTRONIC COPIES OF THIS <br />PLAN SHEET. <br />1. DECK GRID GRADES ELEVATIONS ARE AT TOP OF EXISTING <br />CONSTRUCTION JOINT SLAB AT FACE OF NEW CURB AND AT TOP OF NEW SLAB <br />AT CLOSURE POUR, SEE AT EDGE OF CLOSURE POUR. <br />"TYPICAL SECTION" SHEET <br />2. DECK GRID GRADES ARE AT EVEN 20' STATIONS ALONG <br />68+00 q WILSON WAY = q BRIDGE; AND AT BEGINNING <br />BRIDGE AND END BRIDGE. <br />3. NEW CONCRETE DECK GRID GRADE ELEVATIONS SHOWN, <br />DO NOT INCLUDE CAMBER. <br />_ O <br />O O O 0 <br />O O OO <br />O O <br />O0 <br />O O O O Q O O p OO <br />a <br />(n <br />d <br />a <br />(n <br />N <br />a <br />(n <br />N <br />z <br />w <br />m <br />a <br />fn <br />a <br />(n <br />N <br />a <br />N <br />"' <br />z <br />w <br />m <br />a <br />N <br />a <br />0 <br />N <br />SHALL VERIFY ALL CONTROLLING <br />� <br />F- <br />m <br />Z <br />a <br />(n <br />d <br />z <br />a <br />N <br />N <br />z <br />a <br />(n <br />F- <br />m <br />za <br />r1 <br />(n <br />d <br />za <br />a <br />(n <br />N <br />za <br />a <br />(n <br />F- <br />m <br />a <br />a <br />(n <br />Za <br />a <br />(n <br />Z <br />a <br />a <br />(n <br />z <br />r a <br />r1 <br />F- to <br />m d <br />z <br />a <br />a <br />(n <br />N <br />z <br />a <br />a <br />(n <br />z <br />ao a <br />a <br />z N <br />m <br />z <br />a <br />a <br />(n <br />N <br />z <br />a <br />a. <br />(n <br />rn <br />Q. <br />NOTE: DOES NOT INCLUDE ALLOWANCE FOR FALSEWORK SETTLEMENT. <br />M R O MRO Engineers, Inc. <br />2202 Plaza Drive <br />Rocklin, CA 95765 <br />Phone (916) 783-3838 <br />Fax (916) 783-5003 <br />www.mroengineers.com <br />ENGINEERING - PLANNING - SURVEYING <br />PROFILE LINE <br />CAMBER DIAGRAM <br />F< <br />NO SCALE <br />ai <br />00 <br />0 <br />0 <br />THE CONTRACTOR <br />SHALL VERIFY ALL CONTROLLING <br />FIELD DIMENSIONS <br />BEFORE ORDERING OR <br />N <br />FABRICATING ANY <br />MATERIALS. <br />a <br />Z <br />SHEET NO. <br />QROFEss/ <br />C <br />10 <br />W Ronald L. Rivett m <br />DECK CONTOURS <br />D E <br />a <br />No. C031269 <br />OF <br />3 <br />* EXP. 12/31 O6 * <br />2 <br />`Jlq� CMV Q <br />22 <br />C <br />F OF CA �t <br />3 <br />