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<br />MRO ENGINEERS INC. AND COUNTY OF SAN
<br />STA = 66+20 STA = 66+60 STA = 67+00 STA = 67+40 JOAQUIN OR ITS OFFICERS OR AGENTS SHALL NOT
<br />ELEV = 35.72 ELEV = 35.89 ELEV = 35.91 ELEV = 35.76 _ BE RESPONSIBLE FOR THE ACCURACY OR
<br />STA 67+63.92 COMPLETENESS OF ELECTRONIC COPIES OF THIS
<br />STA = 65+80 0.009� -0.30� -0.45� ELEV = 35.60 PLAN SHEET.
<br />ELEV = 35.30 0.5590 0.30% 0.109�-0.6090 - ,p
<br />STA = 65+40 0.90%
<br />ELEV = 34.72 1.209�
<br />STA = 65+00 1 55go � 1.35�
<br />ELEV = 33.97 1.80% � STA = 65+60 STA = 66+00 STA = 66+40 STA = 66+80 STA = 67+20 STA = 67+60
<br />fSTA
<br />5�0 ELEV = 35.03 ELEV = 35.54 ELEV = 35.83 ELEV = 35.91 ELEV = 35.85 ELEV = 35.64 t WILSON WAY
<br />2 A 6% CL BRIDGE
<br />STA = 65+20= 64+81 ELEV = 34.36 76'-7"t
<br />ELEV = 33.56
<br />BB7_
<br />EDGE OF DECK -\,_ _ 22—Ant _ ` 16'-00t 22'-3ki"t _ .__--,-EDGE OF DECK
<br />EXIST REINF CONC SLAB ( EXISTING ORIGINAL CONC T-BEAM BRIDGE EXIST REINF CONC SLAB
<br />S EB (REPLACE WITH NEW REINF CONC SLAB)
<br />SEE NOTE 7 1'-0' 5'-0" 5'-0" 24'-0" T
<br />6'-7"f 24'-0" 5'-0"_ 5'-0' 1
<br />36'-6"f 6 SPANS ®35'-0'f = 210'-0' SIDE- BIKE TRAVEL LANES MEDIAN I t TRAVEL LANES I BIKE I SIDE- `
<br />- = 36'-5't 811-51 WALK LANE LANE WALK
<br />MEASURED ALONG (L WILSON WAY - TUBULAR HAND CIP REINF 1 -6h1" MIN AND VARIES
<br />RAILING, TYP CONC SLAB CONC SLAB POLYESTER CONCRETE
<br />CL EXIST HINGE 1 -`,_� �s--CL EXIST HINGE 2 REMOVE AND DISPOSE SCUPPER, TYP THICKNESS OVERLAY, TYP
<br />STA 65+58.33 j j STA 66+36.66 OF EXISTING BRIDGE CONCRETE BARRIER,
<br />RAILING 811I it
<br />-54 SEE NOTE 9 2'-0" CLOSUR
<br />6 T I _ TYPE 26 (MOD), TYP L■■■ POUR, TYP NOTE 8 NOTE 8
<br />REMOVE & DISPOSE
<br />I
<br />Pr " METAL RAILING
<br />-- -- ,. ,.:.---
<br />WSE '' ISBRIDGE
<br />--- --
<br />�- BIKE GRADE - �I _ ' EXIST SLAB
<br />PATH - ; I SMOOTH ') I, ') I, I I ��- --I�- ' �� TO REMAIN, TYP
<br />Jill
<br />I' I I I I I I I I
<br />1 1 1 I - -- - -1 - �1- _1 APPROX OG ill
<br />W—=1 ,—_ fi �� _ W—.rrl ,,T=1 ALONG RIGHT �r I I I I I I I I I I I
<br />EDGE OF DECK U
<br />U I I II APPROX OG
<br />U
<br />ABUT 1 BENT 2 11 U BENTS ABUT 9 I I I I
<br />— — — ----�-I- -- ----
<br />BENT 3 BENT 4 BENT 5 BENT 6 BENT 7Li Li —Li Liu Lill
<br />Li
<br />DATUM ELEV -15.0' 1 1 1 1 1 1 _'a
<br />65 66 67 24' 0 CID
<br />!H�j
<br />QUANTITIES PILE DATA TABLE PILE' TYP _ -- — _ REMOVE do DISPOSE OF EXIST
<br />4�1I ! ( I I CONIC T-BEAM BRIDGE, SEE
<br />DESCRIPTION UNIT QTY NOMINAL RESISTANCE - - - - NOTE 3
<br />PREPARE CONCRETE BRIDGE DECK SURFACE SF 21672 ELEVATION LOCATION PILE TYPE DESIGN LOADING CUT-OFF DESIGN TIP SPECIFIED TIP -
<br />BRIDGE REMOVAL LS 1 COMPRESSION TENSION ELEVATION ELEVATION ELEVATION TYPICAL SECTION
<br />STRUCTURE EXCAVATION (BRIDGE) CY 594 " =
<br />STRUCTURE BACKFILL (BRIDGE) CY 770 ABUTS 1 & 9 24"0 CIDH PILE 140 KIPS 280 KIPS 140 KIPS N/A 3.5 FT (1) 3.5 FT SCALE: 1/8" = 1'-0"
<br />24" CAST -IN -DRILLED HOLE CONCRETE PILING LF 2310
<br />STRUCTURAL CONCRETE, BRIDGE CY 670
<br />STRUCTURAL CONCRETE, APPROACH SLAB (TYPE EQ) CY 38 BENTS 2-8 2400 CIDH PILE 200 KIPS 400 KIPS 200 KIPS 8.0 -26.0 FT (1) -26.0 FT
<br />DRILL AND BOND DOWEL LF 1560
<br />FURNISH POLYESTER CONCRETE PLACE POLYESTER CONCRETE OVERE.AY 4Y Cy 110 SF i 8272 DESIGN TIP ELEVATION IS CONTROLLED BY THE FOLLOWING DEMANDS: NOTES: INDEX TO PLANS
<br />BAR REINFORCING STEEL (BRIDGE) LBS 217.000 (1) COMPRESSION (2) LATERAL LOADS (3) TENSION
<br />TUBULAR HANDRAILING LF 603 z EXIST 1. FOR STAGE CONSTRUCTION DETAILS SEE "CONSTRUCTION STAGING" SHEET NO. TITLE
<br />CONCRETE BARRIER (TYPE 26) LF 603 o v (P) TOE OF FILL (P) TFILL F FENCE SHEET.
<br />7 GENERAL PLAN
<br />p z (P) ACCESS ROAD ALIGNMENT 2. FOR "GENERAL NOTES LOAD FACTOR DESIGN' SEE 8 CONSTRUCTION STAGING
<br />N "CONSTRUCTION STAGING" SHEET. 9 DEMOLITION AND EARTHWORK PLAN
<br />10 DECK CONTOURS
<br />EXIST CLASS I EXIST HINGE EXIST ACCESS ROAD 3. EXISTING ORIGINAL CONCRETE T-BEAM BRIDGE SHALL BE 11 FOUNDATION PLAN
<br />BIKE TRAIL SEE NOTE 4 EXIST HINGE REMOVED AND DISPOSED OF. SEE *DEMOLITION AND
<br />EXIST REINF CONC CONC/HINGE SEE NOTE 4 STRUCTURE APPROACH EARTHWORK PLAN" SHEET. 12 ABUTMENT LAYOUT
<br />STRUCTURE APPROACH PLACE SIDEWALK, SCUPPER, TYP SLAB do PILES REMOVAL () TYPE EQ(3) 13 ABUTMENT DETAILS N0. 1
<br />TYPE EQ(3) TYP ON BOTH SIDES SEE NOTE 9 TO REMAIN 4. EXISTING STEEL HINGES AND SURROUNDING CONCRETE SHALL 14 ABUTMENT DETAILS NO. 2
<br />j I I A I BE REMOVED AND DISPOSED OF. EXISTING LONGITUDINAL 15 BENT DETAILS
<br />I REINFORCEMENT SHALL REMAIN IN PLACE AND UNDAMAGED. PLACE 16 TYPICAL SECTION
<br />.., NEW CONCRETE AND ADDITIONAL REINFORCEMENT SEE DEMOLITION 17 SLAB REINFORCEMENT
<br />�„ 1, U/, ,� .1 j N ✓ rl,,,,� U \i irl d d//ri/ICI rev. /i Y, ��r,rlul, /,.,,i dni„l, i n,IilI
<br />' AND EARTHWORK PLAN' AND *HINGE REMOVAL do CONCRETE REPAIR
<br />18 SLAB REINFORCEMENT DETAILS
<br />DETAILS
<br />19 HINGE REMOVAL AND CONCRETE REPAIR DETAILS
<br />" SHEETS
<br />5. EXISTING DAMAGED CONCRETE AT THE RECTANGULAR AREAS THAT 20 STRUCTURE APPROACH MISCELLANEOUS DETAILS
<br />N ARE SET INTO THE INSIDE EDGE OF THE EXISTING REINFORCED 21 STRUCTURE APPROACH DRAINAGE DETAILS
<br />Y TO STOCKTON I I CONCRETE SLAB SPANS SHALL BE REMOVED. THESE RECTANGULAR 22 AS BUILT LOG OF TEST BORINGS
<br />AREAS ARE THE EXISITING DECK CLOSURE POURS BETWEEN _ - - THE
<br />— — _ — � � �T � +�
<br />(- _ _ at-A.,ORIGINAL T-BEAM SPANS AND THE EXISTING SLAB SPANS.
<br />BB STA 64+81.00 WILSON WAY I = — — — y EB STA 67+63.92 N
<br />ELEV 33.56f (�,� to 0 rE BRIDGE Ct ca a W 0 to ELEV 35.60f is UNDAMAGED. PLACE NEW CONCRETE AND ADDITIONAL EXISTING REINFORCEMENT SHALL REMAIN IN PLACE AND STANDARD PLANS DATED J U LY 2002
<br />j �
<br />I 65+00 66+00 N 2,V22'53" E 67+00 68+00 —� - REINFORCEMENT. SEE "DEMOLITION AND EARTHWORK PLAN" AND
<br />"j� I j� I I i I _ "HINGE REMOVAL do CONCRETE REPAIR DETAILS" SHEETS. A10A ABBREVIATIONS AND ACRONYMS
<br />A10B SYMBOLS
<br />i-4 © TEST LEVEL III IMPACT ATTENUATING SYSTEM, SEE ROAD PLANS. T3 TEMPORARY RAILING (TYPE K)
<br />----1---- t-------- SACRAMENTODETAJLS
<br />7 SPAN LENGTH DIMENSIONS FROM FIELD SURVEY f
<br />BO 3 BRIDGE DETAILS
<br />C i �) - 8. SEE "DECK CONTOURS' SHEET FOR FINISH GRADES AND CROSS 130-5 BRIDGE DETAILS
<br />r I l I 1 SLOPE. - _
<br />B6 21 JOINT SEALS [MAXIMUM MOVEMENT RATING 50MM (2-1
<br />6 B11-51 TUBULAR HAND RAILING
<br />j
<br />9. SCUPPERS ARE LOCATED AT EVEN 25 FOOT STATION LEFT AND RIGHT TYPICAL, BEGINNING AT STATION 65+00 - 26
<br />r �, �.,,,
<br />E
<br />,, .�
<br />, B11 54 CONCRETE BARRIER TYP
<br />� � rr','i „r �.,,,, � r, „�A�I,r „ � I � „r � � � _. � _, � k t � „ "�._, IN/r' �'� 1 �,� nl%�.,, � �.r�� �� L/' ,;�' � X�.'�,� � mial �'✓I „'/�in
<br />TT jji I
<br />Q �
<br />A I I I I I I I I LEGEND:
<br />Q100 WATER SURFACE ELEVATION (WSEL) = 27.39 FT. SEE Q
<br />EXIST HINGE REMOVE EXIST DAMAGED REMOVE EXIST ORIGINAL CONC SCUPPER, TYP "FOUNDATION PLAN" FOR "HYDROLOGIC SUMMARY".
<br />SEE NOTE 4 CONC SEE NOTE 5 T-BEAM BRIDGE AND REPLACE SEE NOTE 9
<br />EXIST CLASS I WITH NEW CIP REINF CONCRETE - - INDICATES EXISTING REINFORCED CONCRETE SLAB AND PILES W
<br />` BIKE TRAIL SLAB AND CIDH PILES EXIST CLASS I C - -
<br />BIKE TRAIL STRUCTURE TO REMAIN.
<br />(P) TOE OF (P) ACCESS ROAD/BIKE PLAN EXIST REINF CONC
<br />FILL PATH REALIGNMENT SLAB do PILES STANDARD PLAN SHEET N0.
<br />A PAINT BRIDGE NO. & ROAD NAME
<br />(P) TOP OF CUT SCALE: 1 " = 20' TO REMAIN O EXIST GATE - FIELD D MENSIONS BEFORE ORDERING OR THE CONTRACTOR SHALL VERIFY ALL CONTROLLING 0)
<br />€ DETAIL NO. FABRICATING ANY MATERIALS. o
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<br />171 MRO Engineers, Inc. Q�i SHEET N0. 0
<br />WILSON WAY BRIDGE NO. 29C 048 REHABILITATIONmR 02202 Plaza Drive I - 111,111„11u11Y11J111111,IIII.11YIfrkahWla1111111J111I,1tl,1111,11111I11Y1,.11 I,1WY= o
<br />COUNTY OF SAN JOAQUIN
<br />ACROSS STOC KTO N DIVERTING CANAL Rocklin, CA 95765 i Ronald L Rivett y 7
<br />Phone (916) 783-3838 m GENERALPLAN
<br />LAN � No. C031269 � Q
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<br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROVAL RECOMMENDED DATE SCALEdrib ' f2 'k OF
<br />_ www.mroengineers.com CIVIV. �,�R z
<br />B. GREEN 1/06/06 D. PECCHIA 1/06/06 M. KANAAN 1/06/06 /3��e� ENGINEERING All PLANNING - SURVEYING �jFOFC `- ob 22
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<br />282'-11 "
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