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<br />MRO ENGINEERS INC. AND COUNTY OF SAN j
<br />CL WILSON WAY = CL WILSON WAY = JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT ti
<br />rL BRIDGE t'L BRIDGE BE RESPONSIBLE FOR THE ACCURACY OR
<br />COMPLETENESS OF ELECTRONIC COPIES OF THIS
<br />EDGE OF EXIST REINF EXIST ORIGINAL CONC EXIST REINF EDGE OF EDGE OF :v" , 2V" EDGE OF PLAN SHEET.
<br />DECK CONC SLAB T-BEAM BRIDGE CONC SLAB DECK DECK 38 -� f = I = - t - DECK
<br />STAGE 1 I I I STAGE 1
<br />w • w • w r w w • w r w , w , w r w • w r w • w r w
<br />4 TRAFFIC =16 -0 STAGE 1 CONSTRUC11ON = 43 -11 f TRAFFIC =16 -0 4 1 -0 5 -0 5 -0 24 -0 _ 6"-7* 24 -0 5 -0 5*-Om 1 -0 GENERAL NOTES
<br />STAGE 3 TRAFFIC
<br />I STAGE 3 CONSTRUCTION LOAD FACTOR DESIGN
<br />283 LF 283 LF
<br />TEMP RAILING I TEMP RAILING 1* MIN POLYESTER
<br />(TYPE K) (TYPE K) CONCRETE OVERLAY DESIGN: CALTRANS BRIDGE DESIGN SPECIFICATIONS-APRIL 2000 (LM)
<br />(1996 AASHTO WITH INTERIMS AND REVISIONS BY CALTRANS)
<br />--
<br />I - - - - DEADLOADS: INCLUDES 35 PSF FOR FUTURE WEARING SURFACE.
<br />I
<br />--�-- _� _ - I -
<br />' LIVE
<br />--. I LOADING: HS20-44 AND ALTERNATIVE AND PERMIT DESIGN LOAD
<br />II II II II � I II II it II II II II fl It II II II
<br />SEISMIC
<br />I I III I I I I LOADING: CALTRANS SEISMIC DESIGN CRITERIA (SDC), VERSION 1.3
<br />OG OG ' FEBRUARY 2004
<br />7
<br />SDC ARS CURVE FOR SOIL PROFILE C (M=7.25 f.25)
<br />' Li L Li Li Li Li Li U (PEAK ROCK ACCELERATION = 0.2G)
<br />REINFORCED
<br />- LEGEND: CONCRETE: fy = 60,000 psi
<br />I I 1 I Vic 4,000 psi
<br />INDICATES EXISTING ORIGINAL CONC FINAL STAGE 3 CONSTRUCTION
<br />T-BEAM BRIDGE do RAILING TO BE
<br />REMOVED SCALE: 1 /8" = 1'-0"
<br />STAGE 1 CONSTRUCTION - - INDICATES EXISTING STRUCTURE I
<br />BRIDGE WILSON WAY = FALSEWORK RELEASE NOTES
<br />SCALE: 1 /8" = 1'-0" ALTERNATIVE 1:
<br />GL BRIDGE D BY THE
<br />WILSON WAY - BECK OF 38r-2V "t 38•-`�,2wE _ E�DECK SPECIFICATIONS. E OF FALSEWORK LLBE CLOSURE POEUR pSHALL NOSOON T BE PLACED SOONER THAN 60
<br />STAGE 2 STAGE 2 DAYS AFTER THE FALSEWORK HAS BEEN RELEASED.
<br />• w f w • w f w , w • w f .f • M • w
<br />EDGE OF EDGE OF 1 -0 5 -0 5 -0 24 -0 _ _ 6*-7" 24 -0 5 -0 5*-Ow _ 1 -0
<br />DECK CONSTRUCTION=26'-3, STAGE 2 TRAFFIC = 24'-0" CONSTRUCTION=26'-�"± y _ DECK - - - - (- ' I - - - ALTERNATIVE 2:
<br />STAGE 4 TRAFFIC STAGE 4 CONSTRUCTION FALSEWORK SHALL NOT BE RELEASED LESS THAN 28 DAYS AFTER THE LAST
<br />283 LF TEMP RAILING (TYPE K), r , w 283 LF TEMP RAILING _ ,� _
<br />SEE "(TYPE K) RAILING ATTACHMENT -� 12 -0 _ � _ 12 -0 � (TYPE K), DOWELED CONCRETE HAS BEEN PLACED. CLOSURE POUR SHALL NOT BE PLACED
<br />TO CONC SLAB I SOONER THAN 14 DAYS AFTER THE FALSEWORK HAS BEEN RELEASED. WHEN
<br />DETAIL" THIS SHEET 1" MIN POLYESTER FALSEWORK ALTERNATIVE 2 IS USED, CAMBER VALUES ARE 0.75 TIMES THOSE
<br />SEE NOTE 5, UNDER CONCRETE OVERLAY SHOWN, ON DECK CONTOURS SHEET.
<br />STAGE 1 CONSTRUCTION,
<br />TYP
<br />5-0
<br />BUILDING PAPER
<br />' STRUCTURE APPROACH SLAB
<br />I I
<br />I
<br />i t I I t t I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III I I i t I I I I I I
<br />I
<br />oc OG7 (
<br />7
<br />I
<br />--- - r- - - - - '- NEW OR EXISTING
<br />Li Li Li L j u l..ol Li Li Li Li L U Li U U ABUTMENT
<br />I �
<br />STAGE 2 CONSTRUCTION STAGE 4 CONSTRUCTION
<br />SCALE: 1 /8" = ,'-0" SCALE: 1/8 a =1'-o" TEMPORARY AC TRANSITION DETAIL -
<br />E STAGE CONSTRUCTION NOTES: STAGE 2 CONSTRUCTION; STAGE 3 CONSTRUCTION: SCALE: 3/4" = 1'-0"
<br />12 STAGE 1 CONSTRUCTION:
<br />1. PLACE TEMPORARY CONSTRUCTION STRIPING AND TEMPORARY RAILING (TYPE K) AND 1. REMOVE TEMPORARY RAILING (TYPE K).
<br />1. PLACE CONSTRUCTION STRIPING AND TEMPORARY RAILING (TYPE K). SHIFT TRAFFIC DOWEL RAILING TO CONCRETE SLAB. SHIFT TRAFFIC TO NEWLY CONSTRUCTED
<br />o REINFORCED CONCRETE SLAB SPANS AT THE CENTER OF THE BRIDGE. 2. MOVE TRAFFIC TO EAST HALF OF BRIDGE DECK. THREADED ROD SHALL
<br />N TO THE EXISTING REINFORCED CONCRETE SLAB SPANS. NOT EXTEND BEYOND
<br />.47 2. REMOVE EXISTING ORIGINAL REINFORCED CONCRETE T-BEAM BRIDGE. EXCAVATE AND 2. PROVIDE TEMPORARY SPAN SUPPORTS AT EXISTING HINGE LOCATIONS. EXISTING 3. PREPARE WEST HALF OF BRIDGE DECK, REMOVE TEMPORARY AC TRANSISTION, AND FACE OF BARRIER FACE OF BARRIER
<br />N STEEL HINGES AND SURROUNDING CONCRETE SHALL BE REMOVED. EXISTING PLACE POLYESTER CONCRETE OVERLAY FROM CURB TO q BRIDGE OVER ENTIRE
<br />REMOVE EXISTING SPREAD FOOTINGS. LONGITUDINAL REINF SHALL REMAIN IN PLACE AND UNDAMAGED. PLACE CONCRETE LENGTH OF THE BRIDGE. PLATE WASHER"X2i�"X3" TOP OF EXISTING DECK
<br />3 3. PLACE STRUCTURE BACKFILL IN THE EXCAVATED HOLES LEFT BY THE EXISTING AND ADDITIONAL REINFORCEMENT.
<br />SPREAD FOOTINGS. BACKFIH SHALL BE PLACED TO MATCH ORIGINAL GROUND 4. PREPARE WEST HALF OF BRIDGE APPROACHES AND APPLY SLURRY SEAL.
<br />3. PLACE LONGITUDINAL CLOSURE POUR CONCRETE. (INCLUDING CONCRETE IN ---------
<br />Y ELEVATIONS. RECTANGULAR AREAS DESCRIBED IN NOTE 5 UNDER STAGE 1 CONSTRUCTION). SEE 5. PLACE PERMANENT STRIPING ON WEST HALF OF BRIDGE AND APPROACHES. ---
<br />°° 4. CONSTRUCT ABUTMENTS, CIDH PILES, AND PILE EXTENSIONS. CONSTRUCT SLAB "FALSEWORK RELEASE NOTES." (CLOSURE POUR SHALL BE PLACED AFTER EXISTING
<br />t° SPANS. HINGES HAVE BEEN REMOVED AND RECONSTRUCTED.) FINAL STAGE 4 CONSTRUCTION DRILL AND BOND 1 "0 ROD THREADED FULL
<br />CALENGTH WITH NUT, INTO 6" DEEP HOLE 0
<br />i 5. REMOVE EXISTING DAMAGED CONCRETE AT THE RECTANGULAR AREAS THAT ARE SET 4. REMOVE EXISTING BRIDGE RAILING. 1. MOVE TRAFFIC TO WEST HALF OF BRIDGE DECK. FOR DETAILS NOT SHOWN SEE CALTRANS STANDARD (TOT 4 PER PANEL). DRILL AND BOND DETAIL Q
<br />Z INTO THE INSIDE EDGE OF THE EXISTING REINFORCED CONCRETE SLAB SPANS. PLAN "TEMPORARY RAILING (TYPE K)" T3. REQUIRED ONLY ON STRUCTURE. Q
<br />Y THESE RECTANGULAR AREAS ARE THE EXISTING DECK CLOSURE POURS BETWEEN THE 5. ROUGHEN THE EXISTING CONCRETE DECK AT THE LOCATIONS WHICH UNDERLY THE 2. PREPARE EAST HALF OF BRIDGE DECK, REMOVE TEMPORARY AC TRANSISTION, AND
<br />o ORIGINAL T-BEAM SPANS AND THE EXISTING SLAB SPANS. EXISTING REINFORCEMENT TYPE 26 CONCRETE BARRIERS. CONSTRUCT TYPE 26 CONCRETE BARRIERS. PLACE POLYESTER CONCRETE OVERLAY FROM CURB TO % BRIDGE.
<br />CP CLOSURESHALL
<br />POUR INPLACE STAGEA2DCONSTTRUCTION. PLACE ADDITIONAL REINFORCEMENT FOR (STAGE 2
<br />6. CONSTRUCT OUTER PORTIONS OF APPROACH SLABS, TEMPORARY AC TRANSITION, AND 3. PREPARE EAST HALF OF BRIDGE APPROACHES AND APPY SLURRY SEAL. (TYPE K) RAILING ATTACHMENT DETAIL CONST ONLY)
<br />m APROACH ROADWAY TRANSITION SECTION. SCALE: 1 /2" = 1'-0"
<br />6. CONSTRUCT CENTER PORTION OF APPROACH SLABS, TEMPORARY AC TRANSITION, AND 4. PLACE PERMANENT STRIPING ON EAST HALF OF BRIDGE AND APPROACHES. 0
<br />APPROACH ROADWAY STRUCTURAL SECTION. 7. CONSTRUCT LEVEE ACCESS REALIGNMENTS / IMPROVEMENTS. THE CONTRACTOR SHALL VERIFY ALL CONTROLLING 00
<br />o
<br />5. OPEN ENTIRE BRIDGE TO TRAFFIC. FIELD DIMENSIONS BEFORE ORDERING OR cv
<br />7. CONSTRUCT TEMPORARY SUPPORTS FOR HINGE REMOVAL AT BENTS 3 AND 7 PRIOR 8. REMOVE TEMPORARY SUPPORTS AT BENTS 3 AND 7. FABRICATING ANY MATERIALS.
<br />3 TO OCTOBER 1. 0
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<br />MRO Engineers, Inc. ESSI SHEET
<br />- WILSON WAY BRIDGE NO.29C-0418 REHABILITATION N1 R 0 -Ills" No.
<br />I 2202 Plaza Drive Q 0^
<br />M „ IN IIII IN, II I. lulul INN, h IIIII Ixu,:Ll luamW a -Li
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<br />COUNTY OF SAN JOA UIN ACROSS STOCKTON DIVERTING CANAL Phone (916) 83-3 38 W Rondd L Rivett � }
<br />Z /� No.0031269 CONSTRUCTION STAGING
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<br />DRAWN 13Y DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE www.mroengineers.com .ry�l crv�/ - F
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<br />B. GREEN 1/06/06 D. PECCHIA 1/06/06 M. KANAN 1/06/06 ��� ENGINEERING - PLANNING - SURVEYING 9
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