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E <br />0 <br />N <br />0 <br />0 <br />N <br />N <br />0 <br />3 <br />0 <br />m <br />m <br />m <br />N <br />O <br />N <br />.11 <br />CD <br />Z <br />Y <br />0-10 <br />/ <br />m <br />T <br />0 <br />0 <br />Ln <br />N <br />0 <br />N <br />/ <br />0 <br />O <br />N <br />Z <br />CL BRIDGE <br />EXIST SLAB CIP NEW CIP REINF <br />REINF CONC SLAB CONC SLAB 32'-0"t <br />A <br />I <br />A A . <br />—--------------------------------------�--- <br />1/" / / / / ' N ,,I 1 <br />— IV <br />4 — <br />#5 [ -- ----------------------------------�—�-- <br />TOT 2 <br />_ I <br />I iV I <br />CLOSURE POUR _ <br />BETWEEN BENTS, TYP A <br />CL PILE/COLUMN 01 <br />(PILE EXTENSION) <br />TYPICAL <br />BENT PLAN <br />SCALE: 1/4" = 1'-0" <br />EXIST SLAB CIP <br />REINF CONC SLAB _ COSURE POUR BRIDGE COSURE POUR <br />BETWEEN BENTS, TYP BETWEEN BENTS, TYP <br />A <br />32'—O"± <br />COLUMN <br />COLUMN <br />TYP �—� <br />#5 " ® 8 I <br />2 MAX 110-10-, O 8 MAX 110-10" <br />SPACING �- 1 " MIN POLYESTER <br />TYP TYP CONCRETE OVERLAY <br />I I <br />I <br />1 <br />#5 [ <br />TOT 2 <br />I I <br />LJ U <br />I I <br />I I <br />r� APPROX <br />I I FG <br />I I <br />1 I I I <br />I I I I <br />A <br />LEGEND <br />INDICATES EXISTING STRUCTURE <br />I I i I <br />I I i i <br />TYPICAL <br />BENT ELEVATION <br />SCALE: 1/4" = 1'-0" <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />B. GREEN 1/06/06 D. PECCHIA 1/06/06 M. KANAAN 1/06/06 <br />vV jqj <br />N <br />EXIST SLAB CIP <br />REINF CONC SLAB <br />q BENT <br />SEE "HINGE REMOVAL & <br />CONCRETE REPAIR DETAILS" <br />SHEET <br />BENT <br />CLOSURE POUR <br />BETWEEN BENTS, TYP <br />EXIST SLAB CIP <br />REINF CONC SLAB <br />EXTEND TRANSVERSE <br />REINF, SEE "HINGE <br />REMOVAL & CONCRETE <br />REPAIR DETAILS" SHEET <br />I I <br />I I BOTTOM OF <br />DROPPED CAP <br />r� <br />I I <br />I I <br />I I <br />Ct BENT <br />q BENT <br />P rni i ium <br />BENTS 2 & 8 <br />SECTION C -C <br />SCALE: 1 " = V-0" <br />—0" <br />P rni i ivai <br />BENTS 2 & 8 <br />SECTION B B <br />SCALE: 1" = V-0" <br />—0" <br />r. rni i iuKI <br />#9 TOT 4 & <br />2—#9 BUNDLED TOT 4 <br />EQUALLY SPACED <br />#5 (-) HOOPS <br />F9 TOT 8 <br />_QUALLY SPACED <br />F5 O HOOPS <br />f7 TOT 8 <br />QUALLY SPACED <br />f5 O HOOPS <br />BENTS 3 THROUGH 7 <br />SECTION B -B & C -C <br />SCALE: 1" = 1'-0" <br />1 " MIN POLYESTER <br />CONCRETE OVERLAY <br />LONGITUDINAL REINFORCEMENT SEE <br />"SLAB REINFORCEMENT" SHEET <br />�y <br />ILO <br />lk <br />NOTES: <br />1. FOR CIDH PILE CUTOFF ELEVATIONS AND SPECIFIED TIP <br />ELEVATIONS, SEE THE "PILE DATA TABLE" ON THE "GENERAL <br />PLAN" SHEET. <br />2. NO LAP SPLICES IN MAIN PILE/COLUMN REINFORCEMENT. iv <br />�LO <br />R <br />:. <br />V) <br />a- <br />0 <br />O <br />mk <br />APPROX <br />FG <br />(j BENT <br />2'-10" I 2'-10" <br />I <br />#8 TOT 8 TOP SAND BOT MATS <br />MRO ENGINEERS INC. AND COUNTY OF SAN <br />JOAQUIN OR ITS OFFICERS OR AGENTS SHALL N01 <br />BE RESPONSIBLE FOR THE ACCURACY OR <br />COMPLETENESS OF ELECTRONIC COPIES OF THIS <br />PLAN SHEET. <br />TRANSVERSE REINFORCEMENT SEE <br />"SLAB REINFORCEMENT DETAILS" SHEET <br />• • <br />SECTION A -A <br />SCALE: 3/4" = 1'-0" <br />Z <br />O <br />Q <br />J <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING 0 <br />FIELD DIMENSIONS BEFORE ORDERING OR N <br />FABRICATING ANY MATERIALS. <br />WILSON WAY BRIDGE NO. 29C-048 REHABILITATION M R Q MRO Engineers, Inc. QRpFESS�SHEET N0. <br />2202 Plaza Drive <br />ACROSS STOCKTON DIVERTING CANALRocklin, CA 95765 Ronold I Rivett 15 <br />Phone (916) 783-3838 No. C031269 2 BEN T DETAILS <br />SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE Fax roes ineers03 * Eli. 12 31 os OF <br />www.mroengineers.com s��l C IvI� <br />i/s/AcE ENGINEERING - PLANNING - SURVEYING Fof C ` �,� 22 <br />