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STA = 66+20 ELEV = 35.72 STA = 65+80 ELEV = 35.30 STA = 65+40 0.90% ELEV = 34.72 1 20' 1.35% STA = 65+001.55% ELEV = 33.97 1.80 STA = 65+60 _16i% STA = 64+81 ELEV = 33.56 36'-6"± ELEV = 35.03 A = 65+20 _EV = 34.36 _ STA = 66+60 STA = 67+00 STA = 67+40 ELEV = 35.89 ELEV = 35.91 ELEV = 35.76 STA = 67+63.92 0.30% 0..10% 0.00% -0.30% -0.459; -0.60% - p o ELEV = 35.60 0.55% - STA = 66+00 STA = 66+40 STA = 66+80 STA = 67+20 STA = 67+60 ELEV = 35.54 ELEV = 35.83 ELEV = 35.91 ELEV = 35.85 ELEV = 35.64 PROFILE NO SCALE 282'-11 " _Ifs EB SEE NOTE 7 6 SPANS O 35'-0"± = 210'-0" MEASURED ALONG (L WILSON WAY 36'-5"± � EXIST HINGE 1 EXIST HINGE 2 REMOVE AND DISPOSE STA 65+58.33 j j STA 66+36.66 OF EXISTING BRIDGE 6 j RAILING 2!rr f 7 WSE BIKE GRADE PATH ; SMOOTH , ,------ r - _ APPROX OG r ALONG RIGHT rr -- EDGE OF DECK U ABUT 1 BENT 2 "' � d BENT 8 ABUT 9 BENT 3 BENT 4 BENT 5 BENT 6 BENT 7 DATUM ELEV -15.0' 65 66 67 QUANTITIES PILE DATA TABLE DESCRIPTION UNIT QTY PREPARE CONCRETE BRIDGE DECK SURFACE SF 21672 BRIDGE REMOVAL LS 1 STRUCTURE EXCAVATION BRIDGE CY 594 STRUCTURE BACKFILL BRIDGE CY 770 24" CAST -IN -DRILLED HOLE CONCRETE PILING LF 2310 STRUCTURAL CONCRETE, BRIDGE CY 670 STRUCTURAL CONCRETE APPROACH SLAB TYPE EQ CY 38 DRILL AND BOND DOWEL LF 1560 FURNISH POLYESTER CONCRETE OVERLAY CY 110 PLACE POLYESTER CONCRETE OVERLAY SF 18272 BAR REINFORCING STEEL BRIDGE LBS 217,0 0 TUBULAR HANDRAILING LF 603 CONCRETE BARRIER (TYPE 26) LF 603 EXIST CLASS I BIKE TRAIL STRUCTURE APPROACH PLACE SIDEWALK, TYPE EQ(3) --\ TYP ON BOTH SIDES -� I� I) TO STOCKTON BB STA 64+81.00 ELEV 33.56± I� r- 1 r IL I • T 1 /% \ 1 SCALE: 1 " = 20' U U o � ( EXIST HINGE SEE NOTE 4 EXIST REINF CONC (L SCUPPER, TYP SLAB & PILES SEE NOTE 9 TO REMAIN MRO ENGINEERS INC. AND COUNTY OF SAN JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NO7 BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN SHEET. CL WILSON WAY _ (j BRIDGE 76'-7"± EDGE OF DECK 22'-3ks"± _ 16'-0"± _ 22'-3y2"t EDGE OF DECK EXIST REINF CONC SLAB I EXISTING ORIGINAL CONC T -BEAM BRIDGE EXIST REINF CONC SLAB (REPLACE WITH NEW REINF CONC SLAB) 1'-0" _ 5'-0" 5'-0" 24'-0" 6'-7"f_ 24'-0" 5'-0" 5'-0" 1'-0" SIDE- BIKE TRAVEL LANES MEDIAN TRAVEL LANES BIKE SIDE- - LANE WALK B11 51 TUBULAR HAND WALK LANE CIP REINF 1'-6y2" 1" MIN AND VARIES RAILING, TYP CONC SLAB CONC SLAB POLYESTER CONCRETE CONCRETE BARRIER SCUPPER, TYP THICKNESS OVERLAY, TYP B11-54 SEE NOTE 9 2'-0" CLOSURE _ TYPE 26 (MOD), TYP POUR, TYP NOTE 8 NOTE 8 REMOVE & DISPOSE - - - - - - - OF EXISTING BRIDGE METAL RAILING, TYP - II II APPROX OG Li LOCATION J DESIGN LOADING Q z z O U Y ABUTS 1 & 9 U U o � ( EXIST HINGE SEE NOTE 4 EXIST REINF CONC (L SCUPPER, TYP SLAB & PILES SEE NOTE 9 TO REMAIN MRO ENGINEERS INC. AND COUNTY OF SAN JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NO7 BE RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF ELECTRONIC COPIES OF THIS PLAN SHEET. CL WILSON WAY _ (j BRIDGE 76'-7"± EDGE OF DECK 22'-3ks"± _ 16'-0"± _ 22'-3y2"t EDGE OF DECK EXIST REINF CONC SLAB I EXISTING ORIGINAL CONC T -BEAM BRIDGE EXIST REINF CONC SLAB (REPLACE WITH NEW REINF CONC SLAB) 1'-0" _ 5'-0" 5'-0" 24'-0" 6'-7"f_ 24'-0" 5'-0" 5'-0" 1'-0" SIDE- BIKE TRAVEL LANES MEDIAN TRAVEL LANES BIKE SIDE- - LANE WALK B11 51 TUBULAR HAND WALK LANE CIP REINF 1'-6y2" 1" MIN AND VARIES RAILING, TYP CONC SLAB CONC SLAB POLYESTER CONCRETE CONCRETE BARRIER SCUPPER, TYP THICKNESS OVERLAY, TYP B11-54 SEE NOTE 9 2'-0" CLOSURE _ TYPE 26 (MOD), TYP POUR, TYP NOTE 8 NOTE 8 REMOVE & DISPOSE - - - - - - - OF EXISTING BRIDGE METAL RAILING, TYP - II II APPROX OG Li LOCATION PILE TYPE DESIGN LOADING NOMINAL RESISTANCE CUT-OFF ELEVATION DESIGN TIP ELEVATION SPECIFIED TIP ELEVATION COMPRESSION TENSION ABUTS 1 & 9 24"O CIDH PILE 140 KIPS 280 KIPS 140 KIPS N/A 3.5 FT (1) 3.5 FT BENTS 2-8 24"0 CIDH PILE 200 KIPS 400 KIPS 200 KIPS 8.0 -26.0 FT (1) -26.0 FT DESIGN TIP ELEVATION IS CONTROLLED BY THE FOLLOWING DEMANDS: (1) COMPRESSION (2) LATERAL LOADS (3) TENSION (P) TOE OF FILL (P) ACCESS ROAD ALIGNMENT EXIST ACCESS ROAD C EXIST HINGE CONC/HINGE SEE NOTE 4 STRUCTURE APPROACH REMOVAL (TYP) TYPE EQ(3) - -()- - - - t - - () - - ___' - - - T WILSON WAY = fJ fJ BRIDGE fJ fJ fJ W fJ 65+00 66+00 N 24'22'53" E 67+00 Z^J EXIST HINGE SEE NOTE 4 EXIST CLASS I BIKE TRAIL (P) T\NOF\(P) ACCESS ROAD/BIKE FILL PATH REALIGNMENT (P) TOP OF CUT COUNTY DRAWN BY B. GREEN DATE 1/06/06 Bee REMOVE EXIST DAMAGED CONC SEE NOTE 5 PLAN SCALE: 1 " = 20' OF SAN JOAQUIN PROJECT ENGINEER DATE CHECKED DATE D. PECCHIA 1/06/06 M. KANAAN 1/06/06 Am eArles I 01 II II II I II II II II II II II II II II II I I I Li LJ LJ I I I I I I Lal U U Lj LA Loj w uj 24" 0 CIDH PILE, TYP _ _ _ REMOVE & DISPOSE OF EXIST CONC T -BEAM BRIDGE, SEE NOTE 3 TYPICAL SECTION NOTES: SCALE: 1/8" = 1'-0" INDEX TO PLANS EXIST SLAB TO REMAIN, TYP (P) TOE OF EXIST RIGH 1. FOR STAGE CONSTRUCTION DETAILS SEE "CONSTRUCTION STAGING" SHEET NO. TITLE FILLFENCE SHEET. 7 GENERAL PLAN 2. FOR "GENERAL NOTES LOAD FACTOR DESIGN" SEE 8 CONSTRUCTION STAGING "CONSTRUCTION STAGING" SHEET. 9 DEMOLITION AND EARTHWORK PLAN 10 DECK CONTOURS 3. EXISTING ORIGINAL CONCRETE T -BEAM BRIDGE SHALL BE 11 FOUNDATION PLAN REMOVED AND DISPOSED OF. SEE "DEMOLITION AND 12 ABUTMENT LAYOUT EARTHWORK PLAN" SHEET. 13 ABUTMENT DETAILS NO. 1 4. EXISTING STEEL HINGES AND SURROUNDING CONCRETE SHALL 14 ABUTMENT DETAILS NO. 2 BE REMOVED AND DISPOSED OF. EXISTING LONGITUDINAL 15 BENT DETAILS REINFORCEMENT SHALL REMAIN IN PLACE AND UNDAMAGED. PLACE 16 TYPICAL SECTION NEW CONCRETE AND ADDITIONAL REINFORCEMENT. SEE "DEMOLITION 17 SLAB REINFORCEMENT AND EARTHWORK PLAN" AND "HINGE REMOVAL & CONCRETE REPAIR 18 SLAB REINFORCEMENT DETAILS 0 DETAILS" SHEETS. 19 HINGE REMOVAL AND CONCRETE REPAIR DETAILS in 5. EXISTING DAMAGED CONCRETE AT THE RECTANGULAR AREAS THAT 20 STRUCTURE APPROACH MISCELLANEOUS DETAILS N ARE SET INTO THE INSIDE EDGE OF THE EXISTING REINFORCED 21 STRUCTURE APPROACH DRAINAGE DETAILS CONCRETE SLAB SPANS SHALL BE REMOVED. THESE RECTANGULAR 22 AS -BUILT LOG OF TEST BORINGS +I AREAS ARE THE EXISITING DECK CLOSURE POURS BETWEEN THE EB STA 67+63.92 ORIGINAL T -BEAM SPANS AND THE EXISTING SLAB SPANS. N EXISTING REINFORCEMENT SHALL REMAIN IN PLACE AND PLANS DATED JULY 2002 ELEV 35.60± to UNDAMAGED. PLACE NEW CONCRETE AND ADDITIONAL STANDARD 68+00 REINFORCEMENT. SEE "DEMOLITION AND EARTHWORK PLAN" AND "HINGE REMOVAL & CONCRETE REPAIR DETAILS" SHEETS. A10A ABBREVIATIONS AND ACRONYMS A10B SYMBOLS C14 © TEST LEVEL III IMPACT ATTENUATING SYSTEM, SEE ROAD PLANS. T3 TEMPORARY RAILING (TYPE K) 0 SACRAMENTO 7. SPAN LENGTH DIMENSIONS FROM FIELD SURVEY BO -1 BRIDGE DETAILS BO -3 BRIDGE DETAILS C14 8. SEE "DECK CONTOURS" SHEET FOR FINISH GRADES AND CROSS BO -5 BRIDGE DETAILS SLOPE. B6-21 JOINT SEALS [MAXIMUM MOVEMENT RATING = 50MM (2")] 9. SCUPPER'S ARE LOCATED AT EVEN 25 FOOT STATION LEFT AND T TYPICAL BEGINNING AT STATION 65+00 B11-51 B11-54 TUBULAR HAND RAILING CONCRETE BARRIER TYPE 26 LEGEND: Q100 WATER SURFACE ELEVATION (WSEL) = 27.39 FT. SEE REMOVE EXIST ORIGINAL CONC '- -- rL SCUPPER, TYP - "FOUNDATION PLAN" FOR "HYDROLOGIC SUMMARY". T -BEAM BRIDGE AND REPLACE SEE NOTE 9 WITH NEW CIP REINF CONCRETE EXIST CLASS I �j INDICATES EXISTING REINFORCED CONCRETE SLAB AND PILES SSTRUCTURE TO REMAIN. LAB AND CIDH PILES BIKE TRAIL EXIST REINF CONC STANDARD PLAN SHEET NO. SLAB & PILES OA PAINT BRIDGE NO. & ROAD NAME TO REMAIN EXIST GATE I WILSON WAY BRIDGE NO. 29C-048 REHABILITATION ACROSS STOCKTON DIVERTING CANAL SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALE t/ DETAIL NO. M R ® MRO Engineers, Inc. QRpFESS/p 2202 Plaza Drive Rocklin, CA 95765 � � R IdLR' tt � THE CONTRACTOR SHALL VERIFY ALL CONTROLLING 0 FIELD DIMENSIONS BEFORE ORDERING OR c°'v FABRICATING ANY MATERIALS. 0 Z SHEET NO. uj 0 7 m Im Phone (916) 783-3838 No 0031269 � GENERAL PLAN Q Fax (916) 783-5003 * EXP. 12/31 O6 www.mroengineers.com s�q civ1v ENGINEERING - PLANNING - SURVEYING lFOF C K OF 3 z 22 - 3