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E <br />a <br />L9 <br />N <br />O <br />I <br />O <br />O <br />N <br />-47N <br />v <br />3 <br />v <br />O <br />J <br />Q <br />I <br />i <br />i <br />N <br />m <br />I <br />m <br />LO <br />N <br />PO <br />O <br />N <br />i <br />c� <br />Z <br />Y <br />cr <br />O <br />m <br />T <br />0 <br />O <br />N <br />ro <br />O <br />N <br />O <br />O <br />N <br />Z <br />2'-0 <br />rB1-54 <br />4" \II\1 A\IM %IAMWC� <br />I I I I I I <br />I I I I I I <br />LEGEND <br />INDICATES EXISTING STRUCTURE <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY <br />B. GREEN <br />A/ a019 <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />1/06/06 <br />D. PECCHIA <br />1/06/06 <br />M. KANAAN <br />1/06/06 <br />stfl"Ait P-19tcs <br />Ln <br />SCALE: 1/ = 1'-0" <br />�_ BRIDGE <br />NFW rip RFI <br />r 1 r- % If <br />APPROX <br />TYPE A SEAL B6-21 <br />MR=1" - <br />STRUCTURE APPROACH <br />SLAB SEE "STRUCTURE <br />APPROACH TYPE EQ(3)- <br />SHEET FOR DETAILS <br />* ALL REINFORCEMENT <br />2" CLR FROM TOP <br />OF ABUTMENT OR DECK <br />0 <br />I <br />ST UTILITY POLE TO BE <br />_OCATED BY OTHERS <br />io <br />#5C O 12 .I <br />#5 x 2'-4" O 12 _ <br />0 <br />►BUT= #5 TOT 4 -I <br />PILE <br />#4 r----? O 12 <br />BOTH WAY <br />ALTERNATE HOOKS <br />MRU ENGINLLRS INC;. AND wUN I Y 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 />BB OR ABUT <br />EB <br />-0" 1'-3" 1'-3" TRANSVERSE SLAB <br />REINFORCEMENT <br />6'-0" <br />—#6F ---O 6 <br />+► MAIN SLAB REINFORCEMENT <br />_ <br />j. co <br />#6 TOT 3 — <br />SEE "STRUCTURE <br />APPROACH DRAINAGE <br />DETAILS" SHEET <br />2" <br />CLR <br />EXISTING BRIDGE RAILING <br />TO BE REMOVED & <br />DISPOSED OF, TYP <br />#6 TOT 3 <br />#4 TOT 8 0 <br />I _ 3'-0" <br />MIN <br />#7 O 12 <br />0 <br />-2% <br />- in <br />MIN OF FIVE <br />HOOPS IS <br />REQUIRED <br />SECTION A -A <br />SCALE: 1/2" = 1'-0" <br />ABUT <br />1 4'-6" <br />GRADE TO MATCH <br />EXISTING SLOPE - <br />SLAB DOWELS SEE <br />"TYPICAL SECTION" <br />APPROACH CORBEL SHEET FOR DETAILS <br />EXIST ABUT SEE <br />"ABUTMENT DETAILS <br />NO. 1" SHEET <br />_ <br />(0 I I <br />O I <br />I I <br />l <br />N o <br />w `� <br />Q =I END FACE OF EXIST <br />}� N rn o DIAPHRAGM ABUTMENT <br />- -� Lo 11 I I <br />w <br />1 LO DRILL AND BOND <br />I I B I I I I = o #6 <br />2'11 Om <br />I I I I I I <br />NOTES: IN 12" DEP HOLE <br />1. FOR SECTIONS B -B, C -C, AND VIEWS D -D, AND <br />F -F SEE "ABUTMENT DETAILS NO. 1" SHEET. <br />2. FOR SECTION E -E SEE "ABUTMENT DETAILS NO. 2" <br />SHEET. <br />3. FOR ADDITIONAL DETAILS NOT SHOWN. SEE "ABUTMENT <br />DETAILS NO. 1 AND NO. 2" SHEETS. <br />4. SEE "EXISTING DECK CLOSURE POUR REPLACEMENT <br />DETAIL" ON "HINGE REMOVAL AND CONCRETE REPAIR <br />DETAILS" SHEET. <br />5. FOR DRAINAGE AND STRUCTURE APPROACH SLAB DETAILS, <br />SEE STRUCTURE APPROACH SLAB DETAILS AND STRUCUTRE <br />APPROACH DRAINAGE DETAILS SHEETS. <br />SCALE: 1/4- = l' -U'- 24"0 CIDH PILES, SEE "24"0 <br />CIDH PILE DETAIL" ON "ABUTMENT <br />DETAILS NO. 1 " SHEET. <br />WILSON WAY BRIDGE NO. 29C-048 REHABILITATION <br />ACROSS STOCKTON DIVERTING CANAL <br />SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE <br />MRO 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 />�oQRpFES I0� <br />1; Ronald L Rivett m <br />No. C031269 <br />* EXP. 12/31/06 <br />`r19� C r v 1 - <br />F �F C , j <br />6" 6" <br />I I I <br />I I I <br />DOWEL DETAIL <br />SCALE: 1/2" = 1'-0" <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING <br />FIELD DIMENSIONS BEFORE ORDERING OR <br />FABRICATING ANY MATERIALS. <br />SHEET N0. <br />ABUTMENT LAYOUT 12 <br />OF <br />22 <br />