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E <br />0 <br />M <br />�o <br />0 <br />0 <br />N <br />N <br />C <br />0 <br />0) <br />3 <br />U <br />00 <br />0 <br />m <br />i <br />m <br />L0 <br />N <br />0 <br />N <br />/ <br />0 <br />Z <br />Y <br />cr <br />0 <br />i <br />m <br />T <br />0 <br />0 <br />En <br />Ln <br />N <br />M <br />0 <br />N <br />M <br />0 <br />0 <br />N <br />/ <br />FA <br />EDGE OF EXIST REINF <br />DECK CONC SLAB <br />STAGE 1 <br />4" TRAFFIC=16'-0" <br />283 LF <br />TEMP RAILING <br />(TYPE K) <br />II II II II <br />II II II II <br />CL WILSON WAY = <br />(L BRIDGE <br />I <br />EXIST ORIGINAL CONC <br />T—BEAM BRIDGE <br />STAGE 1 CONSTRUCTION = 43'-11 "t <br />1-_1IFTV— <br />EXIST REINF EDGE OF <br />CONC SLABDECK <br />STAGE 1 <br />TRAFFIC =16' -0" 4" <br />283 LF <br />TEMP RAILING <br />(TYPE K) <br />WILSON WAY = <br />BRIDGE <br />EDGE OF <br />EDGE OF 38'-3X"t 38'-3y2"t DECK <br />DECK _ <br />g'_7" 24'-0" 5'-0" 5'-0" 1'-0" <br />1'-0" 5'-0" 5'-0" 24'-0" - - <br />STAGE 3 TRAFFIC <br />ri-STAGE 3 CONSTRUCTION I <br />1" MIN POLYESTER <br />CONCRETE OVERLAY <br />I - � <br />� I <br />I II II II II <br />I I I S I I I I I I I I I I I I I <br />-I I°GTLi ILS -1,i Li '�-u' -�Lj� -iu� I � <br />I <br />INDICATES EXISTING ORIGINAL CONC FINAL STAGE 3 CONSTRUCTION <br />T -BEAM BRIDGE & RAILING TO BE <br />- - REMOVED SCALE: 1/8* = 1'-0" <br />N - - INDICATES EXISTING STRUCTURE CE WILSON WAY = <br />CL BRIDGE <br />STAGE 1 CONSTRUCTIO <br />STAGE 2 <br />EDGE OF CONSTRUCTION=26'-3Y2"± <br />DECK <br />283 LF TEMP RAILING (TYPE K), <br />SEE "(TYPE K) RAILING ATTACHMENT <br />DETAIL" THIS SHEET - -, <br />SCALE: 1/8" = V-0" <br />-0" <br />5 CL WILSON WAY = <br />QL BRIDGE <br />STAGE 2 TRAFFIC = 24'-0" <br />12'-0" _� 12'-0" <br />I <br />EDGE OF 38'-3y2" f 38'-3y2"f <br />DECK <br />STAGE 224'-0" 6'-7" 24'-0" <br />EDGE OF 1'-0" 5'-0" 5'-0" <br />CONSTRUCTION =26'-3Y9"± DECK <br />283 LF TEMP RAILING <br />(TYPE K), DOWELED <br />TO CONC SLAB <br />SEE NOTE 5, UNDER <br />STAGE 1 CONSTRUCTION, <br />TYP <br />T - 77 1 <br />�I Il <br />I I I I I S I I I I I I I I I I I I I <br />I I I I I I I I I I I I III I I I I <br />OG I — — — <br />Li Li Li <br />i <br />I� <br />7 <br />STAGE 4 TRAFFIC <br />STAGE 4 CONSTRUCTION <br />1* MIN POLYESTER <br />CONCRETE OVERLAY <br />I <br />I <br />II II ' II II II <br />OGI <br />STAGE 4 _CONSTRUCTION <br />EDGE OF <br />DECK <br />5'-0", 1'-0" <br />S T AGE 2 C 0 NST R U C T I O N SCALE: 1/8" <br />SCALE: 1/8" = 1'-0" <br />STAGE CONSTRUCTION NOTES: STAGE 2 CONSTRUCTION: STAGE 3 CONSTRUCTION: <br />STAGE 1 CONSTRUCTION: 1. PLACE TEMPORARY CONSTRUCTION STRIPING AND TEMPORARY RAILING (TYPE K) AND 1. REMOVE TEMPORARY RAILING (TYPE K). <br />DOWEL RAILING TO CONCRETE SLAB. SHIFT TRAFFIC TO NEWLY CONSTRUCTED 2. MOVE TRAFFIC TO EAST HALF OF BRIDGE DECK. <br />1. PLACE CONSTRUCTION STRIPING AND TEMPORARY <br />SLAB SPANS. RAILING D(TYPE K). SHIFT TRAFFIC REINFORCED CONCRETE SLAB SPANS AT THE CENTER OF THE BRIDGE. <br />TO THE EXISTING REINFORCED COPARE WEST HALF OF <br />2. PROVIDE TEMPORARY SPAN SUPPORTS AT EXISTING HINGE LOCATIONS. EXISTING 3' pLRi4ECE POLYESTER CONCRETEDOVERLAYDECK, <br />FROM OCURBMO � BRIDGEPoRARY AC TOVERISENTRE N <br />2. REMOVE EXISTING ORIGINAL REINFORCED CONCRETE T -BEAM BRIDGE. EXCAVATE AND STEEL HINGES AND SURROUNDING CONCRETE SHALL BE REMOVED. EXISTING <br />REMOVE EXISTING SPREAD FOOTINGS. LONGITUDINAL REINF SHALL REMAIN IN PLACE AND UNDAMAGED. PLACE CONCRETE LENGTH OF THE BRIDGE. <br />AND ADDITIONAL REINFORCEMENT. 4. PREPARE WEST HALF OF BRIDGE APPROACHES AND APPLY SLURRY SEAL. <br />3. PLACE STRUCTURE BACKFILL IN THE EXCAVATED HOLES LEFT BY THE EXISTING <br />SPREAD FOOTINGS. BACKFILL SHALL BE PLACED TO MATCH ORIGINAL GROUND 3. PLACE LONGITUDINAL CLOSURE POUR CONCRETE. (INCLUDING CONCRETE IN 5. PLACE PERMANENT STRIPING ON WEST HALF OF BRIDGE AND APPROACHES. <br />ELEVATIONS. RECTANGULAR AREAS DESCRIBED IN NOTE 5 UNDER STAGE 1 CONSTRUCTION). SEE <br />ABUTMENTS CIDH PILES, AND PILE EXTENSIONS. CONSTRUCT SLAB "FALSEWORK RELEASE NOTES." (CLOSURE POUR SHALL BE PLACED AFTER EXISTING FINAL STAGE 4 CONSTRUCTION <br />4. CONSTRUCT AB HINGES HAVE BEEN REMOVED AND RECONSTRUCTED.) <br />SPANS. <br />4. REMOVE EXISTING BRIDGE RAILING. 1. MOVE TRAFFIC TO WEST HALF OF BRIDGE DECK. <br />5. REMOVE EXISTING DAMAGED CONCRETE AT THE RECTANGULAR AREAS THAT ARE SET BRIDGEOF _ <br />INTO THE INSIDE EDGE OF THE EXISTING REINFORCED CONCRETE SLAB SPANS. 5. ROUGHEN THE EXISTING CONCRETE DECK AT THE LOCATIONS WHICH UNDERLY THE 2. PLRAECERE EASTTER CONCRETEOVERLAY' ROM REMOVE CURB TO RANSISTION, AND <br />0 � BRIDGE. <br />THESE RECTANGULAR AREAS ARE THE EXISTING DECK CLOSURE POURS BETWEEN THE TYPE 26 CONCRETE BARRIERS. CONSTRUCT TYPE 26 CONCRETE BARRIERS. <br />ORIGINAL T -BEAM SPANS AND THE EXISTING SLAB SPANS. EXISTING REINFORCEMENT <br />SHALL REMAIN IN PLACE AND UNDAMAGED. PLACE ADDITIONAL REINFORCEMENT FOR 6. CONSTRUCT OUTER PORTIONS OF APPROACH SLABS, TEMPORARY AC TRANSITION, AND 3. PREPARE EAST HALF OF BRIDGE APPROACHES AND APPY SLURRY SEAL. <br />CLOSURE POUR IN STAGE 2 CONSTRUCTION. APROACH ROADWAY TRANSITION SECTION. <br />4. PLACE PERMANENT STRIPING ON EAST HALF OF BRIDGE AND APPROACH <br />6. CONSTRUCT CENTER PORTION OF APPROACH SLABS, TEMPORARY AC TRANSITION, AND 7 CONSTRUCT LEVEE ACCESS REALIGNMENTS / IMPROVEMENTS. <br />APPROACH ROADWAY STRUCTURAL SECTION. 5. OPEN ENTIRE BRIDGE TO TRAFFIC. <br />7. CONSTRUCT TEMPORARY SUPPORTS FOR HINGE REMOVAL AT BENTS 3 AND 7 PRIOR 8. REMOVE TEMPORARY SUPPORTS AT BENTS 3 AND 7. <br />TO OCTOBER 1. MRO Engineers, Inc. <br />C-048 REHABILITATION MRO 2202 Plaza Drive <br />WILSON WAY BRIDGE NO. 29 Rocklin, CA 95765 <br />JOAQUINCOUNTY OF SANACROSS STOCKTON DIVERTING CANAL PhoneAd Fax/ (916) 78 -3838 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED <br />B. GREEN 1/06/06 D. PECCHIA 1/06/06 - M. KANAAN <br />•I,es <br />DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE www.mroengineers.com <br />ENGINEERING - PLANNING - SURVEYING <br />1/06/06 w v <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 />GENERAL NOTES <br />LOAD FACTOR DESIGN <br />DESIGN: CALTRANS BRIDGE DESIGN SPECIFICATIONS -APRIL 2000 (LFD) <br />(1996 AASHTO WITH INTERIMS AND REVISIONS BY CALTRANS) <br />DEADLOADS: INCLUDES 35 PSF FOR FUTURE WEARING SURFACE. <br />LIVE <br />LOADING: HS20-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD <br />SEISMIC <br />LOADING: CALTRANS SEISMIC DESIGN CRITERIA (SDC), VERSION 1.3 <br />FEBRUARY 2004 <br />SDC ARS CURVE FOR SOIL PROFILE C (M=7.25 f.25) <br />(PEAK ROCK ACCELERATION = 0.2G) <br />REINFORCED <br />CONCRETE: fy = 60,000 psi <br />f'c = 4,000 psi <br />n = 8 <br />FALSEWORK RELEASE NOTES: <br />ALTERNATIVE 1: <br />FALSEWORK SHALL BE RELEASED AS SOON AS PERMITTED BY THE <br />SPECIFICATIONS. CLOSURE POUR SHALL NOT BE PLACED SOONER THAN 60 <br />DAYS AFTER THE FALSEWORK HAS BEEN RELEASED. <br />ALTERNATIVE 2: <br />FALSEWORK SHALL NOT BE RELEASED LESS THAN 28 DAYS AFTER THE LAST <br />CONCRETE HAS BEEN PLACED. CLOSURE POUR SHALL NOT BE PLACED <br />SOONER THAN 14 DAYS AFTER THE FALSEWORK HAS BEEN RELEASED. WHEN <br />FALSEWORK ALTERNATIVE 2 IS USED, CAMBER VALUES ARE 0.75 TIMES THOSE <br />SHOWN, ON DECK CONTOURS SHEET. <br />BUILDII <br />STRUCTURE APPRO, <br />NEIN OR E <br />AB <br />c , n" <br />TEMPORARY AC TRANSITION DETAIL <br />SCALE: 3/4" = 1'-0" <br />THREADED ROD SHALL <br />NOT EXTEND BEYOND <br />FACE OF BARRIER <br />PLATE WASHER %"X211�"X3" <br />FACE OF BARRIER <br />TOP OF EXISTING DECK <br />--- -- <br />u <br />SCALE: 1/2" = 1'-0" C <br />C <br />7:: <br />DRILL AND BOND 11"0 ROD THREADED FULL <br />c <br />FIELD DIMENSIONS BEFORE ORDERING OR c <br />LENGTH WITH <br />NUT, INTO 6" DEEP HOLE <br />NOTE: <br />FOR DETAILS NOT SHOWN SEE CALTRANS <br />STANDARD (TOT 4 PER <br />ONLY <br />PANEL). DRILL AND BOND DETAIL <br />ON STRUCTURE. _ <br />PLAN "TEMPORARY RAILING (TYPE K)" T3. <br />REQUIRED <br />a <br />TYPE K) RAILING <br />ATTACHMENT <br />(STAGE 2 u <br />DETAIL CONST ONLY) ° <br />SCALE: 1/2" = 1'-0" C <br />C <br />THE CONTRACTOR SHALL VERIFY ALL CONTROLLING c <br />FIELD DIMENSIONS BEFORE ORDERING OR c <br />FABRICATING ANY MATERIALS. <br />SHEET N0. L <br />QRpFESSI <br />% 8 Ronald L.Rivet <br />CONSTRUCTION STAGING <br />No <br />OF <br />* EXP. 12/31/06 <br />` <br />CIV1\_�P <br />a <br />qlF <br />22 <br />OF CAF O6 <br />