Appendix A – Preliminary Drawings and Plans
27
Appendix A – Preliminary Drawings and Plans
Transcript of Appendix A – Preliminary Drawings and Plans
Appendix A – Preliminary Drawings and Plans
Drawing Title
INDEX
The Plans attached hereto form part of the "Plans and Specifications"
marked "G" referred to in the Articles of Agreement entered into on
the ____ day of _______________ 20____ , between the Owner and
the Contractor.
LOCATION PLAN
Parish Of Saumarez
LITTLE TRACADIE RIVER BRIDGE No .2
CONTRACT No. XX-XXXX
GLOUCESTER COUNTY
DESIGN CRITERIA
BRIDGE DESIGN CODE IS CSA-S6-06 WITH S6S1-10 AND S6S2-11 SUPPLEMENTS.
LIVE LOAD IS CL-625-ONT.
CONCRETE DESIGN STRENGTH FOR:
ABUTMENTS AND APPROACH SLABS - fć = 45 MPa.
REINFORCING STEEL TO CONFORM TO CSA G30.18-M GRADE 400W.
STRUCTURAL STEEL TO CONFORM TO:
CAN / CSA G40.20 / G40.21 - GRADE 300W FOR PLATES, ANCHOR RODS AND ANGLES.
CAN / CSA G40.20 / G40.21 - GRADE 350W FOR HSS, H PILES AND W SECTIONS.
HIGH TENSILE BOLTS TO CONFORM TO ASTM A325 TYPE 1.
SEISMIC DESIGN CLASSIFICATION:
OTHER BRIDGE
ZONAL ACCELERATION RATIO A = 0.05.
SEISMIC PERFORMANCE ZONE Za = 1.
THE HIGHWAY CLASS AS PER THE CHBDC CLAUSE 1.4.2.2 IS HIGHWAY CLASS B WITH
ADT PER LANE > 1000 - 4000.
ROAD CLASSIFICATION IS RLU 80.
DRAINAGE AREA = xx.x km²
Q100 ( DESIGN FLOW RATE ) = xx m³/sec
ALL DIMENSIONS ARE EXPRESSED IN MILLIMETRES.
ALL STATIONS AND ELEVATIONS ARE EXPRESSED IN METRES
ASSET No. L695
1
Use scale half size of those shown
when printed on 11" x 17" paper.
Owner Contractor
Dwg.
DEPARTMENT OF TRANSPORTATION AND INFRASTRUCTURE - DESIGN BRANCH
DETAIL PLANS FOR THE CONSTRUCTION OF
G-3
11
2
STRUCTURE PLAN 3
ABUTMENT DETAILS 1 OF 2 ACROW BRIDGE
4
ABUTMENT DETAILS 2 OF 2 MABEY BRIDGE
5
ABUTMENT REINFORCING 1 OF 2 ACROW BRIDGE
6
ABUTMENT REINFORCING 2 OF 2 MABEY BRIDGE
7
ABUTMENT MISCELLANEOUS DETAILS MABEY BRIDGE
8
C SECTION OF STRUCTURE
L
APPROACH GUIDE RAIL TRANSITIONS AND POST DETAILS
9
GUIDE RAIL CONNECTION DETAILS
10
11
12
13
14
15A
16B
17A
18B
19B
20A
C PROFILE OF RTE 365
ROAD CROSS SECTIONS STA. 0+175 & 0+198
ROAD CROSS SECTIONS STA. 0+225 & 0+250
ROAD CROSS SECTIONS STA. 0+275 & 0+293
ROAD CROSS SECTIONS STA. 0+355 & 0+375
ROAD CROSS SECTIONS STA. 0+400 & 0+425
ROAD CROSS SECTIONS STA. 0+450 & 0+482
ROAD CROSS SECTIONS STA. 0+500 & 0+525
ROAD CROSS SECTIONS STA. 0+550 & 0+560
REINFORCING SCHEDULE ACROW BRIDGE
L
SITE PLAN
ABUTMENT MISCELLANEOUS DETAILS ACROW BRIDGE 19A
ABUTMENT DETAILS 2 OF 2 ACROW BRIDGE 16A
ABUTMENT DETAILS 1 OF 2 MABEY BRIDGE 15B
ABUTMENT REINFORCING 1 OF 2 MABEY BRIDGE 17B
ABUTMENT REINFORCING 2 OF 2 ACROW BRIDGE 18A
20BREINFORCING SCHEDULE MABEY BRIDGE
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STRUCTURE
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LOCATION
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N.B.
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GRID NORTH
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX 20
MARCH 2017
R.F.
R.B.V. R.F.
M.H.
1
SITE PLAN -
NEW CAUSEWAY FOOTPRINT
²
²
²
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SCALE:
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SITE PLAN
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1:500
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N.B.
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GRID NORTH
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UNPAVED DRIVEWAY
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UNPAVED DRIVEWAY
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PAVED DRIVEWAY
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N.B. MON. #16283
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NEW STRUCTURE
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C
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L
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BRGS
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SOUTH
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ABUTMENT
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C
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L
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BRGS
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NORTH
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ABUTMENT
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STA. 0+175.000
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LIMIT OF CONTRACT
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STA. 0+560.000
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LIMIT OF CONTRACT
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E 2617000
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E 2616900
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E 2616800
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E 2616700
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N 7615600
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N 7615700
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N 7615800
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N 7615900
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0+175
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0+200
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0+225
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0+250
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0+275
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0+300
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0+325
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0+350
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0+375
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0+400
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0+425
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0+450
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0+475
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0+500
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0+525
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0+550
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0+575
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FLOW
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LITTLE TRACADIE RIVER
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TO GAUVREAU
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TO TRACADIE
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FILTER SCREEN
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SEDIMENT CONTROL FENCE
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FILTER SCREEN
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SEDIMENT CONTROL FENCE
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TOE OF FILL
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TOE OF FILL
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2:1
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2:1
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2:1
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2:1
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2:1
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10000 TRANSITION TO MATCH EXISTING
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EXISTING STRUCTURE
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EXISTING TOE OF SLOPE
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EXISTING TOE OF SLOPE
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PAVED DRIVEWAY
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TC - CURVE No. 1 STA 0+215.000
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CT - CURVE No. 1 STA 0+285.871
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CT - CURVE No. 2 STA 0+532.875
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TC - CURVE No. 2 STA 0+450.415
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R.O.W.
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R.O.W.
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STA 0+291.500
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STA 0+355.500
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10000 TRANSITION TO MATCH EXISTING
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2:1
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NOTE: 1.ALL EXISTING GUIDE RAIL TO BE ALL EXISTING GUIDE RAIL TO BE REMOVED WITHIN LIMITS OF CONTRACT. 2.FIELD ADJUST SLOPES NEAR CULVERTS FIELD ADJUST SLOPES NEAR CULVERTS TO SUIT EXISTING CULVERT LOCATION.
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EXISTING CULVERT. SEE NOTE 2.
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EXISTING CULVERT. SEE NOTE 2.
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EXISTING CULVERT. SEE NOTE 2.
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2
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4
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5
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6
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POLES TO BE RELOCATED PRIOR TO CONTRACT.
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ADDITIONAL CAUSEWAY AREA FOR NORTH APPROACH = 1445 m 2
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ADDITIONAL CAUSEWAY AREA FOR SOUTH APPROACH = 745 m 2
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EXISTING CAUSEWAY AREA FOR SOUTH APPROACH = 1348 m 2
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EXISTING CAUSEWAY AREA FOR NORTH APPROACH = 2140 m 2
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REDUCTION IN CAUSEWAY AREA FOR NORTH APPROACH = 223 m 2
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REDUCTION IN CAUSEWAY AREA FOR SOUTH APPROACH = 178 m 2
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LEGEND (NEW):
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-30m LIMITS OF WETLAND BUFFER30m LIMITS OF WETLAND BUFFER
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- WETLAND
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-HIGH POTENTIAL HIGH POTENTIAL ARCHAEOLOGICAL AREA
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-EROSION CONTROL STRUCTURE - TYPE `D'EROSION CONTROL STRUCTURE - TYPE `D'
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-GUIDE RAILGUIDE RAIL
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-FILTER SCREENFILTER SCREEN
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-SEDIMENT CONTROL FENCESEDIMENT CONTROL FENCE
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-NATURAL TREENATURAL TREE
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-ORNAMENTAL TREEORNAMENTAL TREE
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-TREE LINETREE LINE
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-FENCEFENCE
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LEGEND (EXISTING):
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-RIGHT OF WAY (R.O.W.)RIGHT OF WAY (R.O.W.)
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-EXISTING STRUCTUREEXISTING STRUCTURE
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-NEW STRUCTURENEW STRUCTURE
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-HYDRO POLEHYDRO POLE
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-GUY POLEGUY POLE
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-HYDRO TELEPHONE POLEHYDRO TELEPHONE POLE
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LEGEND
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EXISTING CAUSEWAY AREA
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3488 m²
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ADDITIONAL CAUSEWAY AREA
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2190 m²
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REDUCTION IN CAUSEWAY AREA
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401 m²
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
1
MARCH 2017
R.F.
R.B.V. R.F.
M.H.
1
SITE PLAN -
WETLAND IMPACT AREA
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SCALE:
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SITE PLAN
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1:500
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N.B.
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GRID NORTH
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UNPAVED DRIVEWAY
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UNPAVED DRIVEWAY
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PAVED DRIVEWAY
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N.B. MON. #16283
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NEW STRUCTURE
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C
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L
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BRGS
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SOUTH
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ABUTMENT
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C
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L
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BRGS
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NORTH
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ABUTMENT
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STA. 0+175.000
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LIMIT OF CONTRACT
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STA. 0+560.000
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LIMIT OF CONTRACT
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E 2617000
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E 2616900
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E 2616800
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E 2616700
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N 7615600
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N 7615700
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N 7615800
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N 7615900
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0+175
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0+200
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0+225
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0+250
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0+275
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0+300
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0+325
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0+350
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0+375
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0+400
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0+425
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0+450
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0+475
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0+500
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0+525
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0+550
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0+575
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FLOW
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LITTLE TRACADIE RIVER
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TO GAUVREAU
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TO TRACADIE
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FILTER SCREEN
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SEDIMENT CONTROL FENCE
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FILTER SCREEN
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SEDIMENT CONTROL FENCE
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TOE OF FILL
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TOE OF FILL
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2:1
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2:1
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2:1
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2:1
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2:1
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10000 TRANSITION TO MATCH EXISTING
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EXISTING STRUCTURE
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EXISTING TOE OF SLOPE
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EXISTING TOE OF SLOPE
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PAVED DRIVEWAY
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TC - CURVE No. 1 STA 0+215.000
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CT - CURVE No. 1 STA 0+285.871
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CT - CURVE No. 2 STA 0+532.875
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TC - CURVE No. 2 STA 0+450.415
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R.O.W.
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R.O.W.
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STA 0+291.500
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STA 0+355.500
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10000 TRANSITION TO MATCH EXISTING
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2:1
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NOTE: 1.ALL EXISTING GUIDE RAIL TO BE ALL EXISTING GUIDE RAIL TO BE REMOVED WITHIN LIMITS OF CONTRACT. 2.FIELD ADJUST SLOPES NEAR CULVERTS FIELD ADJUST SLOPES NEAR CULVERTS TO SUIT EXISTING CULVERT LOCATION.
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EXISTING CULVERT. SEE NOTE 2.
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EXISTING CULVERT. SEE NOTE 2.
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EXISTING CULVERT. SEE NOTE 2.
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2
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4
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5
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6
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12
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11
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9
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8
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7
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3
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1
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POLES TO BE RELOCATED PRIOR TO CONTRACT.
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SURFACE OF FILL IN THE WETLANDS = 53 m 2
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LEGEND (NEW):
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-30m LIMITS OF WETLAND BUFFER30m LIMITS OF WETLAND BUFFER
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- WETLAND
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-HIGH POTENTIAL HIGH POTENTIAL ARCHAEOLOGICAL AREA
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-EROSION CONTROL STRUCTURE - TYPE `D'EROSION CONTROL STRUCTURE - TYPE `D'
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-GUIDE RAILGUIDE RAIL
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-FILTER SCREENFILTER SCREEN
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-SEDIMENT CONTROL FENCESEDIMENT CONTROL FENCE
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-NATURAL TREENATURAL TREE
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-ORNAMENTAL TREEORNAMENTAL TREE
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-TREE LINETREE LINE
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-FENCEFENCE
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LEGEND (EXISTING):
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-RIGHT OF WAY (R.O.W.)RIGHT OF WAY (R.O.W.)
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-EXISTING STRUCTUREEXISTING STRUCTURE
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-NEW STRUCTURENEW STRUCTURE
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-HYDRO POLEHYDRO POLE
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-GUY POLEGUY POLE
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-HYDRO TELEPHONE POLEHYDRO TELEPHONE POLE
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
C PROFILE OF ROUTE 365
2
L
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EL. 1.160 OBSERVED EXTREME HIGH WATER
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0+325
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0+300
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0+350
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0+375
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0+275
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EXISTING RIVERBED AT BRIDGE STRUCTURE
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EXISTING GRADE C ROAD
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L
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PROFILE - EXISTING BRIDGE
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SCALE:1:1000 HORIZONTAL 1:1000 HORIZONTAL 1:100 VERTICAL
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-6
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-4
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-2
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0
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2
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8 H-PILE BENTS
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-6
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-4
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-2
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0
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2
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4
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6
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8
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10
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12
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EL. 1.160 OBSERVED EXTREME HIGH WATER
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C
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L
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BRGS NORTH ABUTMENT
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C
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L
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BRGS SOUTH ABUTMENT
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0+325
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0+300
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0+350
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0+375
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0+400
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0+425
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0+450
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0+475
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0+500
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0+275
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0+250
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0+225
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0+200
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0+175
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0+100
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FINISH GRADE
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EXISTING RIVERBED AT BRIDGE STRUCTURE
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EXISTING GRADE C ROAD
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L
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EL. 3.360
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C PROFILE OF RTE 365
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SCALE:1:1000 HORIZONTAL 1:1000 HORIZONTAL 1:100 VERTICAL
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L
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0+525
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0+550
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STA. 0+175.000
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LIMIT OF CONTRACT
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STA. 0+560.000
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LIMIT OF CONTRACT
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0+575
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0+600
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0+150
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0+125
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14
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BVC 0+201.814
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VERTICAL CURVE No. 1
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VERTICAL CURVE No. 1
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VERTICAL CURVE No. 1
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EL. 6.430
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EVC 0+241.814
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EL. 4.435
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POT 0+175.000
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EL. 8.837
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-8.976%
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-1.000%
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BVC
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VPI
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EVC
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BACK GRADE
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FRONT GRADE
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X=
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Y² H
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(LVC/2)²
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SCALE:
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VERTICAL CURVE LAYOUT
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N.T.S.
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X
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H
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VERTICAL CURVE No. 1
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BVC = 0+201.814 BVC EL. = 6.430 VPI = 0+221.814 VPI EL. = 4.635 EVC = 0+241.814 EVC EL. = 4.435 LVC = 40 BACK GRADE = -8.976% FRONT GRADE = -1.000% H = 0.399
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VERTICAL CURVE No. 2
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BVC = 0+440.039 BVC EL. = 2.452 VPI = 0+467.039 VPI EL. = 2.182 EVC = 0+494.039 EVC EL. = 3.718 LVC = 54 BACK GRADE = -1.000% FRONT GRADE = 5.689% H = 0.452
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VERTICAL CURVE No. 3
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BVC = 0+513.376 BVC EL. = 4.818 VPI = 0+531.376 VPI EL. = 5.842 EVC = 0+549.376 EVC EL. = 6.065 LVC = 36 BACK GRADE = 5.689% FRONT GRADE = 1.237% H = 0.200
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VERTICAL CURVE No. 2
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VERTICAL CURVE No. 2
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VERTICAL CURVE No. 2
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BVC 0+440.039
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EL. 2.452
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EVC 0+494.039
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EL. 3.718
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VPI 0+467.039
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EL. 2.182
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-1.000%
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5.689%
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VERTICAL CURVE No. 3
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VERTICAL CURVE No. 3
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VERTICAL CURVE No. 3
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BVC 0+513.376
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EL. 4.818
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VPI 0+531.376
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EL. 5.842
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POT 0+600.000
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EL. 6.691
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1.237%
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EL. 3.877
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EVC 0+549.376
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EL. 6.065
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SUBGRADE
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*
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STA. 0+556.690
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SUBGRADE
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NOTES: CUT 5:1 FROM LIMIT OF CONTRACT TO 290mm BASE DEPTH AT STATION 0+177.630. CUT 5:1 AT STATION 0+225.000 TO PROVIDE A SMOOTH TRANSITION FROM 290mm BASE TO FULL SUBBASE DEPTH OF 740mm. CUT 10:1 FROM LIMIT OF CONTRACT TO 290mm BASE DEPTH AT STATION 0+556.690. CUT 10:1 AT STATION 0+458.000 TO PROVIDE A SMOOTH TRANSITION FROM 290mm BASE TO FULL SUBBASE DEPTH OF 740mm.
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*
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STA. 0+177.630
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STA. 0+458.000
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*
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STA. 0+225.000
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VPI 0+221.814
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EL. 4.635
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290 - PAVEMENT STRUCTURE 140mm - ASPHALT CONCRETE 150mm - 31.5mm CRUSHED AGGREGATE BASE
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*
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740 - PAVEMENT STRUCTURE 140mm - ASPHALT CONCRETE 150mm - 31.5mm CRUSHED AGGREGATE BASE 450mm - 75mm CRUSHED AGGREGATE BASE
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*
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*
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NOTE: REFER TO TABLE ON DWG 3 FOR ABUTMENT LOCATION.
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NOTES: 1.THE EXISTING STRUCTURE IS COMPOSED OF A LAMINATED WOOD DECK THE EXISTING STRUCTURE IS COMPOSED OF A LAMINATED WOOD DECK ON WOOD BEAMS SUPPORTED ON STEEL H-PILE BENTS AND WOOD CRIB ABUTMENTS. 2.ONE DRAWING OF THE ORIGINAL STRUCTURE IS AVAILABLE. NO DRAWINGS ONE DRAWING OF THE ORIGINAL STRUCTURE IS AVAILABLE. NO DRAWINGS ARE AVAILABLE FOR THE CURRENT EXISTING STRUCTURE. CONTRACTOR TO MAKE HIS OWN DETERMINATION OF THE EXISTING STRUCTURE. 3.WOOD PILE BENTS NOT SHOWN. ALL PILE BENTS ARE TO BE REMOVED. WOOD PILE BENTS NOT SHOWN. ALL PILE BENTS ARE TO BE REMOVED. 4.EXISTING WOOD CRIB ABUTMENTS TO BE REMOVED DOWN BELOW NEW EXISTING WOOD CRIB ABUTMENTS TO BE REMOVED DOWN BELOW NEW ABUTMENTS AND AS REQUIRED TO INSTALL NEW WORK.
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WOOD CRIB ABUTMENTS
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FOUNDATION EXCAVATION LINE
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FOUNDATION EXCAVATION LINE
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
STRUCTURE PLAN
3
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TO TRACADIE
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TRAVEL LANE
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TRAVEL LANE
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TO GAUVREAU
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~SIDEWALK~
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BH 1R
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BH 1L
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BH 2R
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BH 2L
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C BEARINGS SOUTH ABUTMENT
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L
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C BEARINGS NORTH ABUTMENT
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L
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C RTE. 365
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L
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0+300
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N.B.
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GRID NORTH
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SCALE:
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STRUCTURE PLAN
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1:125
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NOTE: 1.SOUTH ABUTMENT GUIDE RAIL LAYOUTS ARE SOUTH ABUTMENT GUIDE RAIL LAYOUTS ARE MIRROR IMAGE OF NORTH ABUTMENT GUIDE RAILS. 2.LAP GUIDE RAILS IN DIRECTION OF TRAFFIC.LAP GUIDE RAILS IN DIRECTION OF TRAFFIC.
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NEW GUIDE RAILS
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NEW GUIDE RAILS
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EDGE OF NEW ASPHALT CONCRETE
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EDGE OF NEW ASPHALT CONCRETE
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1000
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1000
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1000
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3500
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3500
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3500
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3500
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3500
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3500
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EXISTING GUIDE POSTS AND GUIDE RAIL TO BE REMOVED (LENGTH OF 31 RAILS). 38 NEW GUIDE POSTS WITH 29 NEW GUIDE RAILS TO BE INSTALLED AND SPACED AS SHOWN ON DRAWINGS AND AS PER STANDARD DRAWING 512-2 OF THE STANDARD SPECIFICATIONS.
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EXISTING GUIDE POSTS AND GUIDE RAIL TO BE REMOVED (LENGTH OF 39 RAILS). 46 NEW GUIDE POSTS WITH 38 NEW GUIDE RAILS TO BE INSTALLED AND SPACED AS SHOWN ON DRAWINGS AND AS PER STANDARD DRAWING 512-2 OF THE STANDARD SPECIFICATIONS.
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11 NEW POSTS WITH TIMBER PEDESTRIAN RAIL TO BE INSTALLED AND SPACED AS SHOWN ON DRAWINGS.
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EXISTING GUIDE POSTS AND GUIDE RAIL TO BE REMOVED (LENGTH OF 20 RAILS). 27 NEW GUIDE POSTS WITH 18 NEW GUIDE RAILS TO BE INSTALLED AND SPACED AS SHOWN ON DRAWINGS AND AS PER STANDARD DRAWING 512-2 OF THE STANDARD SPECIFICATIONS.
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11 NEW POSTS WITH TIMBER PEDESTRIAN RAIL TO BE INSTALLED AND SPACED AS SHOWN ON DRAWINGS.
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EXISTING GUIDE POSTS AND GUIDE RAIL TO BE REMOVED (LENGTH OF 20 RAILS). 27 NEW GUIDE POSTS WITH 19 NEW GUIDE RAILS TO BE INSTALLED AND SPACED AS SHOWN ON DRAWINGS AND AS PER STANDARD DRAWING 512-2 OF THE STANDARD SPECIFICATIONS.
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FILTER SCREEN
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0+325
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0+350
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0+375
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WORK POINT LOCATION STRUCTURE
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POINT
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STATION
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NORTHING
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EASTING
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ACROW BRIDGE
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WP 1
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0+297.609
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7 615 697.720
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2 616 893.885
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WP 2
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0+349.276
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7 615 736.038
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2 616 859.227
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MABEY BRIDGE
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WP 1
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0+297.463
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7 615 697.611
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2 616 893.983
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WP 2
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0+349.276
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7 615 736.038
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2 616 859.227
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BRIDGE SUPPLIER SHALL CONFIRM ALL ABUTMENT DIMENSIONS CRITICAL TO HIS STRUCTURE FOR REVIEW BY ENGINEER PRIOR TO START OF WORK ON ABUTMENTS ON SITE.
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DIMENSIONING LEGEND: 7950- ACROW BRIDGE DIMENSIONS - ACROW BRIDGE DIMENSIONS [8230]- MABEY BRIDGE DIMENSIONS - MABEY BRIDGE DIMENSIONS (IF DIFFERENT THAN ACROW BRIDGE DIMENSIONS)
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1500 MIN.
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GUIDE RAIL ENDSHOE PART No. GT122
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EXISTING BRIDGE OUTLINE
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EDGE OF PAVED SHOULDER
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
APPROACH GUIDE RAIL
TRANSITIONS AND
POST DETAILS5
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GUIDE POST TYPE
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X (mm)
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# REQUIRED
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1
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250
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12
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2
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200
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24
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3
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150
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102
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H
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5
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GUIDE POST TYPE , &
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1:10
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C
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L
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150x150 BY 342 LONG TREATED TIMBER OFFSET BLOCK
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TOP OF FINISHED ROADWAY
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16 DIA. POST BOLT SQUARE CW SQUARE WASHER, ROUND WASHER AND NUT, AND 19 DIA. DRILLED HOLES (CENTERED IN BLOCK AND POST)
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J
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5
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5
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1
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2
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3
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TREATED TIMBER POST
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5
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SECTION
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1:10
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2.7mm/12 GA. THICK W-BEAM GUIDE RAIL AASHTO M180, CLASS A, TYPE II
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TOP OF CONCRETE SIDEWALK
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C RAILPOST
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L
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RAILS FASTENED TO POSTS WITH 9.5 DIA. BY 127 LONG GALV. LAG BOLTS FLAT WASHERSCW FLAT WASHERS
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150x150 ROUGH SAWN PRESSURE TREATED HEMLOCK POSTS
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GALVANIZED WOODEN POST ANCHOR. SEE
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E
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5
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5
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G
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5
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5
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SCALE:
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C
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5
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5
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TIMBER PEDESTRIAN RAIL DETAIL
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(ON WINGWALL SIDEWALK)
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1:10
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TOP OF GROUND
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C RAILPOST
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RAILS FASTENED TO POSTS WITH 9.5 DIA. BY 127 LONG GALV. LAG BOLTS FLAT WASHERSCW FLAT WASHERS
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150x150 ROUGH SAWN PRESSURE TREATED HEMLOCK POSTS PLACED IN 300 DIA. AUGERED HOLE FILLED WITH CONCRETE.
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G
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5
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5
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TIMBER PEDESTRIAN RAIL DETAIL
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(WEST APPROACHES)
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1:10
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TOP OF CONCRETE TO BE CROWNED
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A
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5
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TYPICAL VEHICLE APPROACH GUIDE RAIL
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1:40
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NOTES: 1.BRIDGE SUPERSTRUCTURE AND ROAD GRADE BRIDGE SUPERSTRUCTURE AND ROAD GRADE OMITTED FOR CLARITY. 2.LAP GUIDE RAILS IN DIRECTION OF TRAFFIC. LAP GUIDE RAILS IN DIRECTION OF TRAFFIC. 3.WOODEN POST ANCHOR ASSEMBLIES ARE TO BE WOODEN POST ANCHOR ASSEMBLIES ARE TO BE HOT DIP GALVANIZED AFTER FABRICATION. BOLTS, WASHERS AND NUTS ARE TO BE GALVANIZED. 4.TIMBER RAILS ARE TO EXTEND PAST THE POST TIMBER RAILS ARE TO EXTEND PAST THE POST NEAREST STEEL PEDESTRIAN RAIL. THE GAP BETWEEN THE TIMBER RAILS AND THE STEEL PEDESTRIAN RAILS IS TO BE 50mm.
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3
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3
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3
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2
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2
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2
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2
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2
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2
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1
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1
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1
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TRAFFIC
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C
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L
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POST
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C
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POST
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POST
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C
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POST
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C
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TRANSOM
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& POST
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AS PER STANDARD
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AS PER STANDARD
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AS PER STANDARD
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150x150 TYPICAL GUIDE POST AND OFFSET BLOCK. SEE STANDARD DRAWING 510-1 OF THE STANDARD SPECIFICATIONS.
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3810 W-BEAM GUIDE RAIL
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3810 W-BEAM GUIDE RAIL
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3810 W-BEAM GUIDE RAIL
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3810 W-BEAM GUIDE RAIL
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TOP OF FINISHED ROADWAY
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3810 W-BEAM GUIDE RAIL DOUBLE NESTED
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BRIDGE RAIL (BY BRIDGE SUPPLIER)
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CONNECTION PLATE
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`ARMTEC' W-BEAM SPECIAL END SHOE
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A
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5
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6
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SCALE:
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B
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5
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TYPICAL TIMBER PEDESTRIAN RAIL
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1:40
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C
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BEARING
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L
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C POST
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C POST
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C POST
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PEDESTRIAN RAIL (BY BRIDGE SUPPLIER)
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TIMBER RAIL POST. SEE
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C
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5
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5
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TIMBER RAIL POST. SEE
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D
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5
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5
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L
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C POST
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2900
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2900
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2900
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TOP OF CONCRETE SIDEWALK
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3
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22 DIA. HOLE
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F
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5,15
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5
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WOODEN POST ANCHOR PLATE
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1:5
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L
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100
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100
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100
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100
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100
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100
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P 8x100x200
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L
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P 8x100x150
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L
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16 DIA. ADHESIVE ANCHORS (GALVANIZED). EMBED 150 INTO HOLES DRILLED INTO CONCRETE.
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TOP OF CONCRETE SIDEWALK
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3mm
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3mm
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3mm
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TYP.
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6
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3 - 16 DIA. BOLTS
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5
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5
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WOODEN POST ANCHOR
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1:5
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40x40 CHAMFER ALL AROUND
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20x6 RABBET ALL AROUND
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G
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5
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5
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DETAIL
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5,15
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5
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H. GUIDE RAIL
CONNECTION DETAILS
6
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A
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5
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6
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BRIDGE RAIL TO GUIDE RAIL CONNECTION
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1:10
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TRAFFIC
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786
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786
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786
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C
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L
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TOP OF FINISHED ROADWAY
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1
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250x250 RAIL POST (PLACED PLUMB) TYPE SEE DWG 5.
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8 - 16 DIA. GUIDE RAIL BUTTON HEAD SPLICE BOLTS WASHER AND CW WASHER AND SPLICE NUT.
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3810 W-BEAM GUIDE RAIL - DOUBLE NESTED (AS PER NBDTI STANDARD SPECIFICATIONS ITEM 512)
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16 DIA. A325 BOLT RECTANGULAR CW RECTANGULAR WASHER, ROUND WASHER AND NUT
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C
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L
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GUIDE POST
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`ARMTEC' W-BEAM SPECIAL END SHOE 765mm LONG - 3.4mm/10 GA. LAP IN DIRECTION OF TRAFFIC.
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4 - 22 DIA. A325 BOLT CW2 WASHERS AND NUT. AS SHOWN
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CONNECTION PLATE. SEE DETAIL
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C,E
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6
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6
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END OF RAIL - PERPENDICULAR TO GRADE
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C
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L
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TRANSOM
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& POST
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B
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6
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6
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C 19 DIA. A325 BOLT CW 2 WASHERS AND NUT
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BRIDGE RAIL AND POST (BY BRIDGE SUPPLIER)
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BALLAST WALL
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TRANSOM (BY BRIDGE SUPPLIER)
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TOP OF FINISHED DECK
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NOTES: 1.BRIDGE SUPERSTRUCTURE AND ROAD GRADE OMITTED FOR CLARITY. BRIDGE SUPERSTRUCTURE AND ROAD GRADE OMITTED FOR CLARITY. 2.ALL STEEL COMPONENTS ARE TO BE HOT-DIPPED GALVANIZED ALL STEEL COMPONENTS ARE TO BE HOT-DIPPED GALVANIZED AFTER FABRICATION. 3.CONNECTION ASSEMBLY TO BE SUPPLIED BY CONTRACTOR. CONNECTION ASSEMBLY TO BE SUPPLIED BY CONTRACTOR. 4.VERIFY BRIDGE RAILING DIMENSIONS AND ADJUST CONNECTION VERIFY BRIDGE RAILING DIMENSIONS AND ADJUST CONNECTION ASSEMBLY AS REQUIRED. 5.GUIDE CONNECTION ASSEMBLY IS TO MOVE FREELY ALONG BRIDGE GUIDE CONNECTION ASSEMBLY IS TO MOVE FREELY ALONG BRIDGE RAIL TO ALLOW FOR THERMAL EXPANSION.
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P 12.7
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BEND LINE
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2 - 29x75 SLOTTED HOLES PER ANGLE FOR EXPANSION
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6
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6
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CONNECTION PLATE FRONT VIEW
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1:10
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2 REQUIRED AS SHOWN 2 REQUIRED AS OPPOSITE HAND
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25x25 CLIP
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25x25 CLIP
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P 12.7
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L
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24x48 SLOTTED HOLE FOR 22 DIA. BOLT (TYP.)
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D
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6
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6
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6
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6
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CONNECTION PLATE BACK VIEW
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P 12.7
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L127x76x9.5
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6
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6
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SEAL
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RECTANGULAR WASHER AT DOUBLE NESTED W-BEAM GUIDERAIL ONLY.
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*
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*
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DIMENSIONING LEGEND: 7950- ACROW BRIDGE DIMENSIONS - ACROW BRIDGE DIMENSIONS [8230]- MABEY BRIDGE DIMENSIONS - MABEY BRIDGE DIMENSIONS (IF DIFFERENT THAN ACROW BRIDGE DIMENSIONS)
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ACROW BRIDGE SHOWN
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ACROW BRIDGE
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MABEY BRIDGE
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25x25 CLIP
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25x25 CLIP
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P 12.7
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L
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24x48 SLOTTED HOLE FOR 22 DIA. BOLT (TYP.)
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D
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6
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6
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ACROW BRIDGE
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P 12.7
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BEND LINE
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2 - 29x75 SLOTTED HOLES PER ANGLE FOR EXPANSION
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MABEY BRIDGE
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P 12.7
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L127x76x9.5
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6
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6
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SEAL
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ACROW BRIDGE
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MABEY BRIDGE
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RECTANGULAR WASHER
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1:5
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P 4.76
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L
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17x25 SLOTTED HOLE
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B
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6
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6
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SECTION
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500
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500
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500
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C
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CONNECTION PLATE. SEE DETAIL
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C
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6
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6
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GREASE BETWEEN
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L127x76x9.5
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SHIM P's (AS REQUIRED)
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L
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GREASE BETWEEN
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`ARMTEC' W-BEAM SPECIAL END SHOE
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19 DIA. BY 178 LONG A325 BOLT 2 WASHERS AND NUT CW 2 WASHERS AND NUT (4 EACH CONNECTION). 22 DIA. HOLES IN BRIDGE RAIL. APPLY HEAT RELEASED THREAD LOCK.
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BRIDGE RAIL (BY BRIDGE SUPPLIER)
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34" DIA. PIPE SPACER BY 13 LONG SCH. 40 (GALV.) (1.050" O.D., 0.824" I.D.)
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34" DIA. PIPE SPACER BY DIA. PIPE SPACER BY 13 LONG SCH. 40 (GALV.) (1.050" O.D., 0.824" I.D.)
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C
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L
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C
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490
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490
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490
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C
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L
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C
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CONNECTION PLATE. SEE DETAIL
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C
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6
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6
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GREASE BETWEEN
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L127x76x9.5 WITH 76 LEG TRIMMED TO 60
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SHIM P's (AS REQUIRED)
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L
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`ARMTEC' W-BEAM SPECIAL END SHOE
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19 DIA. BY 203 LONG A325 BOLT 2 WASHERS AND NUT CW 2 WASHERS AND NUT (4 EACH CONNECTION). 22 DIA. HOLES IN BRIDGE RAIL. APPLY HEAT RELEASED THREAD LOCK.
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BRIDGE RAIL (BY BRIDGE SUPPLIER)
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34" DIA. PIPE SPACER BY 13 LONG SCH. 40 (GALV.) (1.050" O.D., 0.824" I.D.)
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34" DIA. PIPE SPACER BY DIA. PIPE SPACER BY 13 LONG SCH. 40 (GALV.) (1.050" O.D., 0.824" I.D.)
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C
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L
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C
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ACROW BRIDGE
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MABEY BRIDGE
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
7
ROAD CROSS SECTIONS
STA. 0+175 & 0+198
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SCALE:
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ROAD CROSS SECTION - STA. 0+175
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1:75
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SCALE:
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ROAD CROSS SECTION - STA. 0+198
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1:75
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APPROXIMATE EXISTING GRADE
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290 - PAVEMENT STRUCTURE 140mm - ASPHALT CONCRETE 150mm - 31.5mm CRUSHED AGGREGATE BASE
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*
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MATCH EXISTING
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MATCH EXISTING
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APPROXIMATE C RTE 365
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L
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3500
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3500
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3500
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3500
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3500
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3500
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EXISTING R.O.W.
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140 ASPHALT
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SEDIMENT CONTROL FENCE
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EXISTING R.O.W.
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PAVED SHOULDER 40mm TYPE `D' ASPHALT
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-2
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12
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APPROXIMATE EXISTING GRADE
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-0.03m/m
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-0.03m/m
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*
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APPROXIMATE C RTE 365
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L
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3500
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3500
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3500
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3500
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3500
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3500
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500
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500
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500
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500
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500
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500
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1500
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1500
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1500
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SEDIMENT CONTROL FENCE
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TOPSOIL, HYDROSEED AND MULCH
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1
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2
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-0.03m/m
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-0.03m/m
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EXISTING R.O.W.
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EXISTING R.O.W.
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1
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3
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SUBGRADE
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TOPSOIL, HYDROSEED AND MULCH
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
8
ROAD CROSS SECTIONS
STA. 0+225 & 0+250
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SCALE:
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ROAD CROSS SECTION - STA. 0+225
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1:75
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SCALE:
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ROAD CROSS SECTION - STA. 0+250
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1:75
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EL. 2.360
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EL. 2.360
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-2
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0
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2
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28
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12
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12
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APPROXIMATE EXISTING GRADE
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-0.03m/m
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-0.03m/m
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*
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APPROXIMATE C RTE 365
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L
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3500
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3500
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3500
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3500
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3500
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3500
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500
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500
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500
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GUIDE RAIL
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GUIDE RAIL
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500
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500
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500
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1500
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1500
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1500
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TOPSOIL, HYDROSEED AND MULCH SLOPES TO SUBGRADE
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-0.03m/m
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-0.03m/m
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SEDIMENT CONTROL FENCE
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EXISTING R.O.W.
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EXISTING R.O.W.
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740 - PAVEMENT STRUCTURE 140mm - ASPHALT CONCRETE 150mm - 31.5mm CRUSHED AGGREGATE BASE 450mm - 75mm CRUSHED AGGREGATE BASE
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*
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PAVED SHOULDER 40mm TYPE `D' ASPHALT
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2
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1
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1
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3
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TOPSOIL, HYDROSEED AND MULCH
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SUBGRADE
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-2
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0
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2
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4
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6
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8
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28
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12
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12
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APPROXIMATE EXISTING GRADE
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SUBGRADE
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-0.03m/m
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-0.03m/m
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*
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APPROXIMATE C RTE 365
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L
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3500
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3500
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3500
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3500
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3500
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3500
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500
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500
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500
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GUIDE RAIL
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GUIDE RAIL
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500
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500
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500
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1500
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1500
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1500
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EL. 1.160 HIGH WATER
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EL. 1.160 HIGH WATER
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1
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2
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GEOTEXTILE N3
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1
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2
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-0.03m/m
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-0.03m/m
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FILTER SCREEN
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FILTER SCREEN
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GEOTEXTILE N3
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EXISTING R.O.W.
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EXISTING R.O.W.
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1
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2
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NEW R.O.W.
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NEW R.O.W.
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1
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1
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3
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
9
ROAD CROSS SECTIONS
STA. 0+275 & 0+293
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SCALE:
AutoCAD SHX Text
ROAD CROSS SECTION - STA. 0+275
AutoCAD SHX Text
1:75
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EL. 2.360
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EL. 2.360
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SCALE:
AutoCAD SHX Text
ROAD CROSS SECTION - STA. 0+293
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1:75
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EL. 2.360
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EL. 2.360
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-2
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0
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28
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12
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12
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APPROXIMATE EXISTING GRADE
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-0.0187m/m
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*
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APPROXIMATE C RTE 365
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L
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3500
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3500
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3500
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3500
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3500
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3500
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500
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500
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500
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GUIDE RAIL
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GUIDE RAIL
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500
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500
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500
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GUIDE RAIL
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EL. 1.160 HIGH WATER
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EL. 1.160 HIGH WATER
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1
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2
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GEOTEXTILE N3
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1
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2
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GEOTEXTILE N3
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EXISTING R.O.W.
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EXISTING R.O.W.
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FILTER SCREEN
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NEW R.O.W.
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FILTER SCREEN
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NEW R.O.W.
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1
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2
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SUBGRADE
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-4
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0
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6
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10
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0
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14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
APPROXIMATE EXISTING GRADE
AutoCAD SHX Text
0.00m/m
AutoCAD SHX Text
0.00m/m
AutoCAD SHX Text
APPROXIMATE C RTE 365
AutoCAD SHX Text
L
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
GUIDE RAIL
AutoCAD SHX Text
GUIDE RAIL
AutoCAD SHX Text
GUIDE RAIL
AutoCAD SHX Text
APPROACH SLAB
AutoCAD SHX Text
EL. 1.160 HIGH WATER
AutoCAD SHX Text
EL. 1.160 HIGH WATER
AutoCAD SHX Text
FOUNDATION EXCAVATION LINE
AutoCAD SHX Text
-2
AutoCAD SHX Text
-2
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
GEOTEXTILE N3
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
GEOTEXTILE N2
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
GEOTEXTILE N3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
140 SHOULDER MATERIAL
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
NEW R.O.W.
AutoCAD SHX Text
FILTER SCREEN
AutoCAD SHX Text
FILTER SCREEN
AutoCAD SHX Text
NEW R.O.W.
AutoCAD SHX Text
740 - PAVEMENT STRUCTURE 140mm - ASPHALT CONCRETE 150mm - 31.5mm CRUSHED AGGREGATE BASE 450mm - 75mm CRUSHED AGGREGATE BASE
AutoCAD SHX Text
*
AutoCAD SHX Text
PAVED SHOULDER 40mm TYPE `D' ASPHALT. SEE DWG 3 FOR WIDTH.
AutoCAD SHX Text
DIMENSIONING LEGEND: 7950- ACROW BRIDGE DIMENSIONS - ACROW BRIDGE DIMENSIONS [8230]- MABEY BRIDGE DIMENSIONS - MABEY BRIDGE DIMENSIONS (IF DIFFERENT THAN ACROW BRIDGE DIMENSIONS)
AutoCAD SHX Text
-0.0187m/m
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
10
ROAD CROSS SECTIONS
STA. 0+355 & 0+375
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ROAD CROSS SECTION - STA. 0+355
AutoCAD SHX Text
1:75
AutoCAD SHX Text
2
AutoCAD SHX Text
EL. 2.360
AutoCAD SHX Text
EL. 2.360
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ROAD CROSS SECTION - STA. 0+375
AutoCAD SHX Text
1:75
AutoCAD SHX Text
EL. 2.360
AutoCAD SHX Text
EL. 2.360
AutoCAD SHX Text
-4
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
10
AutoCAD SHX Text
-4
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
APPROXIMATE EXISTING GRADE
AutoCAD SHX Text
0.00m/m
AutoCAD SHX Text
0.00m/m
AutoCAD SHX Text
APPROXIMATE C RTE 365
AutoCAD SHX Text
L
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
GUIDE RAIL
AutoCAD SHX Text
GUIDE RAIL
AutoCAD SHX Text
GUIDE RAIL
AutoCAD SHX Text
EL. 1.160 HIGH WATER
AutoCAD SHX Text
EL. 1.160 HIGH WATER
AutoCAD SHX Text
-2
AutoCAD SHX Text
-2
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
GEOTEXTILE N3
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
APPROACH SLAB
AutoCAD SHX Text
GEOTEXTILE N2
AutoCAD SHX Text
FOUNDATION EXCAVATION LINE
AutoCAD SHX Text
140 SHOULDER MATERIAL
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
GEOTEXTILE N3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
NEW R.O.W.
AutoCAD SHX Text
FILTER SCREEN
AutoCAD SHX Text
FILTER SCREEN
AutoCAD SHX Text
NEW R.O.W.
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
10
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
GUIDE RAIL
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
APPROXIMATE EXISTING GRADE
AutoCAD SHX Text
SUBGRADE
AutoCAD SHX Text
-0.0085m/m
AutoCAD SHX Text
-0.0127m/m
AutoCAD SHX Text
*
AutoCAD SHX Text
APPROXIMATE C RTE 365
AutoCAD SHX Text
L
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
GUIDE RAIL
AutoCAD SHX Text
GUIDE RAIL
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
EL. 1.160 HIGH WATER
AutoCAD SHX Text
EL. 1.160 HIGH WATER
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
GEOTEXTILE N3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
GEOTEXTILE N3
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
FILTER SCREEN
AutoCAD SHX Text
NEW R.O.W.
AutoCAD SHX Text
FILTER SCREEN
AutoCAD SHX Text
NEW R.O.W.
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
740 - PAVEMENT STRUCTURE 140mm - ASPHALT CONCRETE 150mm - 31.5mm CRUSHED AGGREGATE BASE 450mm - 75mm CRUSHED AGGREGATE BASE
AutoCAD SHX Text
*
AutoCAD SHX Text
DIMENSIONING LEGEND: 7950- ACROW BRIDGE DIMENSIONS - ACROW BRIDGE DIMENSIONS [8230]- MABEY BRIDGE DIMENSIONS - MABEY BRIDGE DIMENSIONS (IF DIFFERENT THAN ACROW BRIDGE DIMENSIONS)
AutoCAD SHX Text
PAVED SHOULDER 40mm TYPE `D' ASPHALT. SEE DWG 3 FOR WIDTH.
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
11
ROAD CROSS SECTIONS
STA. 0+400 & 0+425
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ROAD CROSS SECTION - STA. 0+400
AutoCAD SHX Text
1:75
AutoCAD SHX Text
EL. 2.360
AutoCAD SHX Text
EL. 2.360
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ROAD CROSS SECTION - STA. 0+425
AutoCAD SHX Text
1:75
AutoCAD SHX Text
EL. 2.360
AutoCAD SHX Text
EL. 2.360
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
10
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
APPROXIMATE EXISTING GRADE
AutoCAD SHX Text
0.02m/m
AutoCAD SHX Text
-0.03m/m
AutoCAD SHX Text
*
AutoCAD SHX Text
APPROXIMATE C RTE 365
AutoCAD SHX Text
L
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
GUIDE RAIL
AutoCAD SHX Text
GUIDE RAIL
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
1500
AutoCAD SHX Text
1500
AutoCAD SHX Text
1500
AutoCAD SHX Text
EL. 1.160 HIGH WATER
AutoCAD SHX Text
EL. 1.160 HIGH WATER
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
GEOTEXTILE N3
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
GEOTEXTILE N3
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
FILTER SCREEN
AutoCAD SHX Text
NEW R.O.W.
AutoCAD SHX Text
-0.03m/m
AutoCAD SHX Text
FILTER SCREEN
AutoCAD SHX Text
NEW R.O.W.
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
SUBGRADE
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
10
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
APPROXIMATE EXISTING GRADE
AutoCAD SHX Text
-0.03m/m
AutoCAD SHX Text
*
AutoCAD SHX Text
APPROXIMATE C RTE 365
AutoCAD SHX Text
L
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
GUIDE RAIL
AutoCAD SHX Text
GUIDE RAIL
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
1500
AutoCAD SHX Text
1500
AutoCAD SHX Text
1500
AutoCAD SHX Text
EL. 1.160 HIGH WATER
AutoCAD SHX Text
EL. 1.160 HIGH WATER
AutoCAD SHX Text
GEOTEXTILE N3
AutoCAD SHX Text
0.03m/m
AutoCAD SHX Text
-0.03m/m
AutoCAD SHX Text
GEOTEXTILE N3
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
FILTER SCREEN
AutoCAD SHX Text
NEW R.O.W.
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
FILTER SCREEN
AutoCAD SHX Text
NEW R.O.W.
AutoCAD SHX Text
SUBGRADE
AutoCAD SHX Text
740 - PAVEMENT STRUCTURE 140mm - ASPHALT CONCRETE 150mm - 31.5mm CRUSHED AGGREGATE BASE 450mm - 75mm CRUSHED AGGREGATE BASE
AutoCAD SHX Text
*
AutoCAD SHX Text
PAVED SHOULDER 40mm TYPE `D' ASPHALT
AutoCAD SHX Text
0.03m/m
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
0.02m/m
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
12
ROAD CROSS SECTIONS
STA. 0+450 & 0+482
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ROAD CROSS SECTION - STA. 0+450
AutoCAD SHX Text
1:75
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ROAD CROSS SECTION - STA. 0+482
AutoCAD SHX Text
1:75
AutoCAD SHX Text
EL. 2.360
AutoCAD SHX Text
28
AutoCAD SHX Text
EL. 2.360
AutoCAD SHX Text
EL. 2.360
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
10
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
APPROXIMATE EXISTING GRADE
AutoCAD SHX Text
0.04m/m
AutoCAD SHX Text
-0.03m/m
AutoCAD SHX Text
*
AutoCAD SHX Text
APPROXIMATE C RTE 365
AutoCAD SHX Text
L
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
GUIDE RAIL
AutoCAD SHX Text
GUIDE RAIL
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
1500
AutoCAD SHX Text
1500
AutoCAD SHX Text
1500
AutoCAD SHX Text
EL. 1.160 HIGH WATER
AutoCAD SHX Text
EL. 1.160 HIGH WATER
AutoCAD SHX Text
GEOTEXTILE N3
AutoCAD SHX Text
0.04m/m
AutoCAD SHX Text
-0.03m/m
AutoCAD SHX Text
GEOTEXTILE N3
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
290 - PAVEMENT STRUCTURE 140mm - ASPHALT CONCRETE 150mm - 31.5mm CRUSHED AGGREGATE BASE
AutoCAD SHX Text
*
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
FILTER SCREEN
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NEW R.O.W.
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
FILTER SCREEN
AutoCAD SHX Text
NEW R.O.W.
AutoCAD SHX Text
SUBGRADE
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
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-8
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-6
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-4
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-2
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0
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2
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4
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6
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8
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10
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12
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14
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16
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18
AutoCAD SHX Text
20
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22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
10
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
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4
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6
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8
AutoCAD SHX Text
10
AutoCAD SHX Text
-28
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-26
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-24
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-22
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-20
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-18
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-16
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-8
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-4
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0
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2
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4
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6
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8
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10
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12
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14
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16
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18
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20
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22
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24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
APPROXIMATE EXISTING GRADE
AutoCAD SHX Text
-0.04m/m
AutoCAD SHX Text
*
AutoCAD SHX Text
APPROXIMATE C RTE 365
AutoCAD SHX Text
L
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
GUIDE RAIL
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
1500
AutoCAD SHX Text
1500
AutoCAD SHX Text
1500
AutoCAD SHX Text
0.04m/m
AutoCAD SHX Text
EL. 1.160 HIGH WATER
AutoCAD SHX Text
GEOTEXTILE N3
AutoCAD SHX Text
-0.04m/m
AutoCAD SHX Text
0.04m/m
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
FILTER SCREEN
AutoCAD SHX Text
NEW R.O.W.
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
TOPSOIL, HYDROSEED AND MULCH
AutoCAD SHX Text
SUBGRADE
AutoCAD SHX Text
740 - PAVEMENT STRUCTURE 140mm - ASPHALT CONCRETE 150mm - 31.5mm CRUSHED AGGREGATE BASE 450mm - 75mm CRUSHED AGGREGATE BASE
AutoCAD SHX Text
*
AutoCAD SHX Text
PAVED SHOULDER 40mm TYPE `D' ASPHALT
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
13
ROAD CROSS SECTIONS
STA. 0+500 & 0+525
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ROAD CROSS SECTION - STA. 0+500
AutoCAD SHX Text
1:75
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ROAD CROSS SECTION - STA. 0+525
AutoCAD SHX Text
1:75
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
10
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
APPROXIMATE EXISTING GRADE
AutoCAD SHX Text
*
AutoCAD SHX Text
APPROXIMATE C RTE 365
AutoCAD SHX Text
L
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
1500
AutoCAD SHX Text
1500
AutoCAD SHX Text
1500
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
-0.04m/m
AutoCAD SHX Text
0.04m/m
AutoCAD SHX Text
-0.04m/m
AutoCAD SHX Text
0.04m/m
AutoCAD SHX Text
SEDIMENT CONTROL FENCE
AutoCAD SHX Text
TOPSOIL, HYDROSEED AND MULCH
AutoCAD SHX Text
TOPSOIL, HYDROSEED AND MULCH
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
290 - PAVEMENT STRUCTURE 140mm - ASPHALT CONCRETE 150mm - 31.5mm CRUSHED AGGREGATE BASE
AutoCAD SHX Text
*
AutoCAD SHX Text
PAVED SHOULDER 40mm TYPE `D' ASPHALT
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
SUBGRADE
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
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18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
10
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
APPROXIMATE EXISTING GRADE
AutoCAD SHX Text
SUBGRADE
AutoCAD SHX Text
*
AutoCAD SHX Text
APPROXIMATE C RTE 365
AutoCAD SHX Text
L
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
1200
AutoCAD SHX Text
1200
AutoCAD SHX Text
1200
AutoCAD SHX Text
0.033m/m
AutoCAD SHX Text
-0.040m/m
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
0.03m/m
AutoCAD SHX Text
0.033m/m
AutoCAD SHX Text
-0.040m/m
AutoCAD SHX Text
SEDIMENT CONTROL FENCE
AutoCAD SHX Text
TOPSOIL, HYDROSEED AND MULCH
AutoCAD SHX Text
TOPSOIL, HYDROSEED AND MULCH
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
3
AutoCAD SHX Text
1
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
14
ROAD CROSS SECTIONS
STA. 0+550 & 0+560
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ROAD CROSS SECTION - STA. 0+550
AutoCAD SHX Text
1:75
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
ROAD CROSS SECTION - STA. 0+560
AutoCAD SHX Text
1:75
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
10
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
APPROXIMATE EXISTING GRADE
AutoCAD SHX Text
SUBGRADE
AutoCAD SHX Text
*
AutoCAD SHX Text
APPROXIMATE C RTE 365
AutoCAD SHX Text
L
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
-0.019m/m
AutoCAD SHX Text
-0.040m/m
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
SEDIMENT CONTROL FENCE
AutoCAD SHX Text
TOPSOIL, HYDROSEED AND MULCH
AutoCAD SHX Text
TOPSOIL, HYDROSEED AND MULCH
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
290 - PAVEMENT STRUCTURE 140mm - ASPHALT CONCRETE 150mm - 31.5mm CRUSHED AGGREGATE BASE
AutoCAD SHX Text
*
AutoCAD SHX Text
PAVED SHOULDER 40mm TYPE `D' ASPHALT
AutoCAD SHX Text
1
AutoCAD SHX Text
3
AutoCAD SHX Text
3
AutoCAD SHX Text
1
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
10
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
-28
AutoCAD SHX Text
-26
AutoCAD SHX Text
-24
AutoCAD SHX Text
-22
AutoCAD SHX Text
-20
AutoCAD SHX Text
-18
AutoCAD SHX Text
-16
AutoCAD SHX Text
-14
AutoCAD SHX Text
-12
AutoCAD SHX Text
-10
AutoCAD SHX Text
-8
AutoCAD SHX Text
-6
AutoCAD SHX Text
-4
AutoCAD SHX Text
-2
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
6
AutoCAD SHX Text
8
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
14
AutoCAD SHX Text
16
AutoCAD SHX Text
18
AutoCAD SHX Text
20
AutoCAD SHX Text
22
AutoCAD SHX Text
24
AutoCAD SHX Text
26
AutoCAD SHX Text
28
AutoCAD SHX Text
12
AutoCAD SHX Text
12
AutoCAD SHX Text
APPROXIMATE EXISTING GRADE
AutoCAD SHX Text
MATCH EXISTING
AutoCAD SHX Text
MATCH EXISTING
AutoCAD SHX Text
APPROXIMATE C RTE 365
AutoCAD SHX Text
L
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
3500
AutoCAD SHX Text
140 ASPHALT
AutoCAD SHX Text
SEDIMENT CONTROL FENCE
AutoCAD SHX Text
EXISTING R.O.W.
AutoCAD SHX Text
EXISTING R.O.W.
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
15A
ABUTMENT DETAILS
1 OF 2
ACROW BRIDGE
AutoCAD SHX Text
600 x 600 FILLET
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
987 S.A.
AutoCAD SHX Text
987 S.A.
AutoCAD SHX Text
987 S.A.
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
BRGS
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
RTE 365
AutoCAD SHX Text
600 x 600 FILLET
AutoCAD SHX Text
600 x 600 FILLET
AutoCAD SHX Text
C TRUSS
AutoCAD SHX Text
L
AutoCAD SHX Text
L
AutoCAD SHX Text
C BRGS
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
PLAN OF SOUTH ABUTMENT
AutoCAD SHX Text
1:50
AutoCAD SHX Text
J
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SIDE ELEVATION - EAST WINGWALL
AutoCAD SHX Text
1:50
AutoCAD SHX Text
B
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
600 x 600 FILLET
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
987 S.A.
AutoCAD SHX Text
987 S.A.
AutoCAD SHX Text
987 S.A.
AutoCAD SHX Text
1
AutoCAD SHX Text
2
AutoCAD SHX Text
C
AutoCAD SHX Text
L
AutoCAD SHX Text
BRGS
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SIDE ELEVATION - WEST WINGWALL
AutoCAD SHX Text
1:50
AutoCAD SHX Text
EL. -1.200 S.A.
AutoCAD SHX Text
EL. 0.000 S.A.
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C
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L
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RTE 365
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SCALE:
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FRONT ELEVATION OF SOUTH ABUTMENT
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1:50
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UP CHAINAGE
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AZ = 317°-52'-17"
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L152x102x13 BY 1600 LONG BALLAST WALL ANGLE CW P19x51 BY 1600 LONG STOPPER (BOTH ENDS)
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L102x102x13 BALLAST WALL ANGLE NORTH ABUTMENT (FIXED END)
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1975
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1975
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1975
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LEVEL ACROSS U.N.O.
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NOTES: 1.ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 20mm x 20mm ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 20mm x 20mm CHAMFER UNLESS NOTED OTHERWISE. 2.ALL NOTCHES TO BE 20mm x 20mm UNLESS NOTED OTHERWISE. ALL NOTCHES TO BE 20mm x 20mm UNLESS NOTED OTHERWISE. 3.BALLASTWALL AND WINGWALL ABOVE CONSTRUCTION JOINT TO BE BUILT BALLASTWALL AND WINGWALL ABOVE CONSTRUCTION JOINT TO BE BUILT AFTER ACROW PANEL BRIDGE IS PLACED ON BEARINGS IN FINAL POSITION. 4. - DENOTES ELEVATION GIVEN AT FRONT FACE OF BALLASTWALL. - DENOTES ELEVATION GIVEN AT FRONT FACE OF BALLASTWALL. - DENOTES ELEVATION GIVEN AT FRONT FACE OF BALLASTWALL. - DENOTES ELEVATION GIVEN AT BACK FACE OF BALLASTWALL. - DENOTES ELEVATION GIVEN AT FRONT FACE OF BREASTWALL. N.A.- DENOTES NORTH ABUTMENT. - DENOTES NORTH ABUTMENT. S.A.- DENOTES SOUTH ABUTMENT. - DENOTES SOUTH ABUTMENT. 5.SEE STANDARD DRAWING No. 952-1 FOR SAFETY NET LINES AT ABUTMENTS SEE STANDARD DRAWING No. 952-1 FOR SAFETY NET LINES AT ABUTMENTS OF THE STANDARD SPECIFICATIONS. 6.SEE STANDARD DRAWING No. 345-1 FOR BALLASTWALL PROTECTION DETAILS SEE STANDARD DRAWING No. 345-1 FOR BALLASTWALL PROTECTION DETAILS OF THE STANDARD SPECIFICATIONS. 7.SEE STANDARD DRAWING No. 311-1 FOR PILE CAP DETAILS OF THE SEE STANDARD DRAWING No. 311-1 FOR PILE CAP DETAILS OF THE STANDARD SPECIFICATIONS. 8.SEE STANDARD DRAWING No. 311-2 FOR PILE POINT DETAILS OF THE SEE STANDARD DRAWING No. 311-2 FOR PILE POINT DETAILS OF THE STANDARD SPECIFICATIONS. 9.ABUTMENT PLAN, ELEVATION AND WINGWALL ARE DRAWN TO SUIT SOUTH ABUTMENT PLAN, ELEVATION AND WINGWALL ARE DRAWN TO SUIT SOUTH ABUTMENT. NORTH ABUTMENT IS MIRROR IMAGE OF PLAN, ELEVATION AND WINGWALL AS SHOWN FOR SOUTH ABUTMENT. 10.BRIDGE SUPPLIER SHALL CONFIRM ALL ABUTMENT DIMENSIONS AND BRIDGE SUPPLIER SHALL CONFIRM ALL ABUTMENT DIMENSIONS AND ELEVATIONS CRITICAL TO HIS STRUCTURE FOR REVIEW BY ENGINEER PRIOR TO START OF WORK ON ABUTMENTS ON SITE.
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EL. 3.870 S.A. EL. 3.346 N.A.
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EL. 3.877 S.A. EL. 3.340 N.A.
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EL. 2.767 S.A. EL. 2.266 N.A.
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EL. 3.881 S.A. EL. 3.356 N.A.
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EL. 3.937 S.A. EL. 3.300 N.A.
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EL. 3.927 S.A. EL. 3.290 N.A.
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EL. 3.870 S.A. EL. 3.346 N.A.
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FILL LINE RIP-RAP
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FILL LINE RIP-RAP
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EL. 2.767 S.A. EL. 2.266 N.A.
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WEST
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EAST
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WEST
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EAST
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LEVEL ACROSS
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EL. 3.881 S.A. EL. 3.356 N.A.
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EL. 3.887 S.A. EL. 3.350 N.A.
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EL. 2.625 S.A. EL. 2.124 N.A.
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EL. 2.607 S.A. EL. 2.106 N.A.
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EL. 3.880 S.A. EL. 3.356 N.A.
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EL. 3.886 S.A. EL. 3.351 N.A.
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EL. 3.881 S.A. EL. 3.356 N.A.
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EL. 3.887 S.A. EL. 3.350 N.A.
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LEVEL
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APPROACH SLAB SEAT
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EL. 3.521 S.A. EL. 2.986 N.A.
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EL. -0.500 N.A.
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EL. -1.700 N.A.
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A
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15
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16
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A
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15
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16
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EL. -1.200 S.A.
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EL. 0.000 S.A.
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EL. -0.500 N.A.
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EL. -1.700 N.A.
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CORBEL BEYOND
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EL. -1.200 S.A.
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EL. 0.000 S.A.
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EL. -0.500 N.A.
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EL. -1.700 N.A.
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REFER TO NOTE 9.
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REFER TO NOTE 9.
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REFER TO NOTE 9.
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REFER TO NOTE 9.
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WP 1 STA. 0+297.609 N 7 615 697.720 E 2 616 893.885
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C TRUSS
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L
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WP 2 STA. 0+349.276 N 7 615 736.038 E 2 616 859.227
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CONSTRUCTION JOINT. REFER TO NOTE 3. SEE DETAIL.
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CONSTRUCTION JOINT. REFER TO NOTE 3. SEE DETAIL.
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50x50 CHAMFER
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50x50 CHAMFER
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B
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15
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15
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A
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15
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15
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SCALE:
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B
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15
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15
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SECTION
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1:50
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SCALE:
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A
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15
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15
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SECTION
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1:50
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EL. 0.987 S.A.
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EL. 0.350 N.A.
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EL. 0.987 S.A.
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EL. 0.350 N.A.
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1
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1
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3.5
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3.5
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1
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1
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3.5
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3.5
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1975
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1975
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1975
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1
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2
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FILL LINE BORROW
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FILL LINE BORROW
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1
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1.5
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1
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2
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BORROW FILL LINE ABOVE RIP-RAP
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1
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1.5
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BORROW FILL LINE ABOVE RIP-RAP
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CONSTRUCTION JOINT
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CONSTRUCTION JOINT
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500
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500
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500
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C ANCHOR ASSEMBLY
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L
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C ANCHOR ASSEMBLY
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L
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L
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C BOLSTER
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A
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15
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19
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F
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5,15
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5
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BOLSTER DETAIL. SEE
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L102x102x13 BALLAST WALL ANGLE SOUTH ABUTMENT (EXPANSION END)
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L152x102x13 BALLAST WALL ANGLE P13x51 CW P13x51 STOPPER SOUTH ABUTMENT SOUTH ABUTMENT (EXPANSION END)
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L
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L
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C ANCHOR ASSEMBLY
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L
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HP310x132 PILES. TYP.
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HP310x132 PILES. TYP.
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(2'-3")
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(26'-1")
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(2'-3")
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600
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600
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600
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CONSTRUCTION JOINT
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SCALE:
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CONSTRUCTION JOINT
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DETAIL IN WINGWALLS
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1:20
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
15B
ABUTMENT DETAILS
1 OF 2
MABEY BRIDGE
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600 x 600 FILLET
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1
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2
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987 S.A.
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987 S.A.
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987 S.A.
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C
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L
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BRGS
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1
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2
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C
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L
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RTE 365
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600 x 600 FILLET
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600 x 600 FILLET
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C TRUSS
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L
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L
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C BRGS
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SCALE:
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PLAN OF SOUTH ABUTMENT
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1:50
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L
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15
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16
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SCALE:
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SIDE ELEVATION - EAST WINGWALL
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1:50
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B
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15
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16
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600 x 600 FILLET
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1
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2
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987 S.A.
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987 S.A.
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987 S.A.
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1
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2
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C
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L
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BRGS
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SCALE:
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SIDE ELEVATION - WEST WINGWALL
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1:50
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EL. -1.200 S.A.
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EL. 0.000 S.A.
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C
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L
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RTE 365
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SCALE:
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FRONT ELEVATION OF SOUTH ABUTMENT
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1:50
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UP CHAINAGE
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AZ = 317°-52'-17"
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L152x102x13 BY 1440 LONG BALLAST WALL ANGLE CW P9.5x51 BY 1440 LONG STOPPER (BOTH ENDS)
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L102x102x13 BALLAST WALL ANGLE NORTH ABUTMENT (FIXED END)
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1975
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1975
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1975
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LEVEL ACROSS U.N.O.
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NOTES: 1.ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 20mm x 20mm ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 20mm x 20mm CHAMFER UNLESS NOTED OTHERWISE. 2.ALL NOTCHES TO BE 20mm x 20mm UNLESS NOTED OTHERWISE. ALL NOTCHES TO BE 20mm x 20mm UNLESS NOTED OTHERWISE. 3.BALLASTWALL AND WINGWALL ABOVE CONSTRUCTION JOINT TO BE BUILT BALLASTWALL AND WINGWALL ABOVE CONSTRUCTION JOINT TO BE BUILT AFTER MABEY PANEL BRIDGE IS PLACED ON BEARINGS IN FINAL POSITION. 4. - DENOTES ELEVATION GIVEN AT FRONT FACE OF BALLASTWALL. - DENOTES ELEVATION GIVEN AT FRONT FACE OF BALLASTWALL. - DENOTES ELEVATION GIVEN AT FRONT FACE OF BALLASTWALL. - DENOTES ELEVATION GIVEN AT BACK FACE OF BALLASTWALL. - DENOTES ELEVATION GIVEN AT FRONT FACE OF BREASTWALL. N.A.- DENOTES NORTH ABUTMENT. - DENOTES NORTH ABUTMENT. S.A.- DENOTES SOUTH ABUTMENT. - DENOTES SOUTH ABUTMENT. 5.SEE STANDARD DRAWING No. 952-1 FOR SAFETY NET LINES AT ABUTMENTS SEE STANDARD DRAWING No. 952-1 FOR SAFETY NET LINES AT ABUTMENTS OF THE STANDARD SPECIFICATIONS. 6.SEE STANDARD DRAWING No. 345-1 FOR BALLASTWALL PROTECTION DETAILS SEE STANDARD DRAWING No. 345-1 FOR BALLASTWALL PROTECTION DETAILS OF THE STANDARD SPECIFICATIONS. 7.SEE STANDARD DRAWING No. 311-1 FOR PILE CAP DETAILS OF THE SEE STANDARD DRAWING No. 311-1 FOR PILE CAP DETAILS OF THE STANDARD SPECIFICATIONS. 8.SEE STANDARD DRAWING No. 311-2 FOR PILE POINT DETAILS OF THE SEE STANDARD DRAWING No. 311-2 FOR PILE POINT DETAILS OF THE STANDARD SPECIFICATIONS. 9.ABUTMENT PLAN, ELEVATION AND WINGWALL ARE DRAWN TO SUIT SOUTH ABUTMENT PLAN, ELEVATION AND WINGWALL ARE DRAWN TO SUIT SOUTH ABUTMENT. NORTH ABUTMENT IS MIRROR IMAGE OF PLAN, ELEVATION AND WINGWALL AS SHOWN FOR SOUTH ABUTMENT. 10.BRIDGE SUPPLIER SHALL CONFIRM ALL ABUTMENT DIMENSIONS AND BRIDGE SUPPLIER SHALL CONFIRM ALL ABUTMENT DIMENSIONS AND ELEVATIONS CRITICAL TO HIS STRUCTURE FOR REVIEW BY ENGINEER PRIOR TO START OF WORK ON ABUTMENTS ON SITE.
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EL. 2.788 S.A. EL. 2.290 N.A.
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EL. 3.881 S.A. EL. 3.356 N.A.
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EL. 3.937 S.A. EL. 3.300 N.A.
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EL. 3.937 S.A. EL. 3.300 N.A.
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EL. 3.880 S.A. EL. 3.360 N.A.
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FILL LINE RIP-RAP
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FILL LINE RIP-RAP
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EL. 2.788 S.A. EL. 2.290 N.A.
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WEST
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EAST
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WEST
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EAST
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LEVEL ACROSS
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EL. 3.881 S.A. EL. 3.356 N.A.
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EL. 3.887 S.A. EL. 3.350 N.A.
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EL. 2.625 S.A. EL. 2.124 N.A.
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EL. 2.607 S.A. EL. 2.106 N.A.
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EL. 3.880 S.A. EL. 3.360 N.A.
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EL. 3.886 S.A. EL. 3.351 N.A.
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EL. 3.881 S.A. EL. 3.356 N.A.
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EL. 3.887 S.A. EL. 3.350 N.A.
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LEVEL
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APPROACH SLAB SEAT
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EL. 3.521 S.A. EL. 2.986 N.A.
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EL. -0.500 N.A.
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EL. -1.700 N.A.
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A
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15
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16
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A
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15
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16
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EL. -1.200 S.A.
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EL. 0.000 S.A.
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EL. -0.500 N.A.
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EL. -1.700 N.A.
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CORBEL BEYOND
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EL. -1.200 S.A.
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EL. 0.000 S.A.
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EL. -0.500 N.A.
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EL. -1.700 N.A.
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REFER TO NOTE 9.
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REFER TO NOTE 9.
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REFER TO NOTE 9.
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REFER TO NOTE 9.
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WP 1 STA. 0+297.463 N 7 615 697.611 E 2 616 893.983
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C TRUSS
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L
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WP 2 STA. 0+349.276 N 7 615 736.038 E 2 616 859.227
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CONSTRUCTION JOINT. REFER TO NOTE 3. SEE DETAIL.
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CONSTRUCTION JOINT. REFER TO NOTE 3. SEE DETAIL.
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50x50 CHAMFER
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50x50 CHAMFER
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B
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15
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15
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A
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15
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15
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SCALE:
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B
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15
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15
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SECTION
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1:50
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SCALE:
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A
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15
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15
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SECTION
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1:50
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EL. 0.987 S.A.
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EL. 0.350 N.A.
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EL. 0.987 S.A.
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EL. 0.350 N.A.
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1
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1
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3.5
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3.5
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1
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1
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3.5
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3.5
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1975
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1975
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1975
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1
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2
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FILL LINE BORROW
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FILL LINE BORROW
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1
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1.5
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1
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2
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BORROW FILL LINE ABOVE RIP-RAP
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1
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1.5
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BORROW FILL LINE ABOVE RIP-RAP
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CONSTRUCTION JOINT
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CONSTRUCTION JOINT
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500
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500
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500
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C ANCHOR ASSEMBLY
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L
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C ANCHOR ASSEMBLY
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L
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C ANCHOR ASSEMBLY
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L
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L102x102x13 BALLAST WALL ANGLE SOUTH ABUTMENT (EXPANSION END)
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L152x102x13 BALLAST WALL ANGLE P13x51 CW P13x51 STOPPER SOUTH ABUTMENT SOUTH ABUTMENT (EXPANSION END)
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L
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L
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HP310x132 PILES. TYP.
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HP310x132 PILES. TYP.
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F
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5,15
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5
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(2'-4 ")34")
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(2'-4 ")34")
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(27'-0")
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600
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600
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600
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CONSTRUCTION JOINT
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SCALE:
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CONSTRUCTION JOINT
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DETAIL IN WINGWALLS
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1:20
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
16A
ABUTMENT DETAILS
2 OF 2
ACROW BRIDGE
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C
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L
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RTE 365
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600 x 600 FILLET
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C TRUSS
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L
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L
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C BRGS
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SCALE:
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A-A
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15
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16
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SECTION
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1:50
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1
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1
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3.5
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3.5
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HP310x132 PILES. TYP.
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CONSTRUCTION JOINT
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CONSTRUCTION JOINT
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C
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L
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BRGS
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50 x 50 CHAMFER
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2%%% DOWN
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65 ASPHALT AND WATERPROOFING MEMBRANE
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EL. 3.880 S.A. EL. 3.356 N.A.
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EL. 3.886 S.A. EL. 3.351 N.A.
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EL. 3.881 N.A. EL. 3.226 N.A.
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EL. 2.625 S.A. EL. 2.124 N.A.
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EL. 2.607 S.A. EL. 2.106 N.A.
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C,D,E
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16
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16
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EL. -1.200 S.A.
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EL. 0.000 S.A.
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EL. -0.500 N.A.
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EL. -1.700 N.A.
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SCALE:
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B
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15
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16
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SECTION
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1:50
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NOTE: SOUTH ABUTMENT SHOWN. THE NORTH ABUTMENT PILES SHALL BE NUMBERED N1 TO N13 AND AS PER THE MIRROR IMAGE OF THE SOUTH ABUTMENT.
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S1
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S2
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S3
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S4
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S5
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S7
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S8
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S9
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S10
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S11
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S12
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S13
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NOTES: 1.ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 20mm x 20mm ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 20mm x 20mm CHAMFER UNLESS NOTED OTHERWISE. 2.ALL NOTCHES TO BE 20mm x 20mm UNLESS NOTED OTHERWISE. ALL NOTCHES TO BE 20mm x 20mm UNLESS NOTED OTHERWISE. 3. - DENOTES ELEVATION GIVEN AT FRONT FACE OF BALLASTWALL. - DENOTES ELEVATION GIVEN AT FRONT FACE OF BALLASTWALL. - DENOTES ELEVATION GIVEN AT FRONT FACE OF BALLASTWALL. - DENOTES ELEVATION GIVEN AT BACK FACE OF BALLASTWALL. - DENOTES ELEVATION GIVEN AT FRONT FACE OF BREASTWALL. N.A.- DENOTES AT NORTH ABUTMENT. - DENOTES AT NORTH ABUTMENT. S.A.- DENOTES AT SOUTH ABUTMENT.- DENOTES AT SOUTH ABUTMENT.
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DETAIL AT ROADWAY
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1%%% SLOPE N.A.
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65 ASPHALT AND WATERPROOFING MEMBRANE
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1
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1
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ROADWAY AND SIDEWALK
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1:20
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1%%% SLOPE S.A.
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1%%% SLOPE N.A.
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1%%% SLOPE S.A.
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16
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16
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16
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TRUSS
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C BRGS
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20 DIA. BLEED HOLES
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15
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16
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BEARING BLOCK DETAIL
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20x20 CHAMFER
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FRONT FACE OF BALLAST WALL
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8-32 DIA. ANCHOR RODS NUT AND CW NUT AND WASHER. SEE ANCHOR ROD DETAIL ON DWG 19.
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B
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16
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19
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C
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L102x102x13 BY 7400 LONG (ANCHORS AS PER STANDARD DWG 345-1 OF THE STANDARD SPECIFICATIONS)
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JOINT AT ROADWAY - EXPANSION END
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BRIDGE SUPERSTRUCTURE (BY BRIDGE SUPPLIER)
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STOPPER P 13x51 BY 7400 LONG
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L
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7
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L152x102x13 BY 7400 LONG (ANCHORS AS PER STANDARD DWG 345-1 OF THE STANDARD SPECIFICATIONS)
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L127x127x13 BY 7400 LONG
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5
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VARIES
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VARIES
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BRIDGE SUPERSTRUCTURE (BY BRIDGE SUPPLIER)
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STOPPER P 19x51 BY 1600 LONG
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L
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7
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L152x102x13 BY 1600 LONG (ANCHORS AS PER STANDARD DWG 345-1 OF THE STANDARD SPECIFICATIONS)
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P 19x285± BY 1600 LONG S.A. P 19x280± BY 1600 LONG N.A.
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NOTES: 1.DECREASE THESE MEASUREMENTS BY 3mm DECREASE THESE MEASUREMENTS BY 3mm FOR EVERY 5°C RISE IN TEMPERATURE.INCREASE THESE MEASUREMENTS BY 3mm FOR EVERY 5°C FALL IN TEMPERATURE.2.ENSURE EXPANSION JOINT GAP IS FREE ENSURE EXPANSION JOINT GAP IS FREE OF CONCRETE AND PROVIDE BOND BREAKER MATERIAL BETWEEN ENDS OF SLIDING PLATE/ANGLE AND CONCRETE. 3.EXPANSION JOINT PLACEMENT SETTING EXPANSION JOINT PLACEMENT SETTING SHALL BE BASED ON THE MEAN AMBIENT OVER THE PREVIOUS 24 HOURS.
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245±
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60 GAP
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45 GAP
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45 GAP
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45 GAP
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BRIDGE SUPERSTRUCTURE (BY BRIDGE SUPPLIER)
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25
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25
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25
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83± S.A.
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83± S.A.
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83± S.A.
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END OF SIDEWALK DECK
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TRANSOM (BY BRIDGE SUPPLIER)
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40 MIN. cl.
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40 MIN. cl.
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40 MIN. cl.
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60 GAP
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60 GAP
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60 GAP
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Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
16B
ABUTMENT DETAILS
2 OF 2
MABEY BRIDGE
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C
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L
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RTE 365
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600 x 600 FILLET
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C TRUSS
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L
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L
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C BRGS
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15
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16
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1
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1
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3.5
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3.5
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HP310x132 PILES. TYP.
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CONSTRUCTION JOINT
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CONSTRUCTION JOINT
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C
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50 x 50 CHAMFER
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2%%% DOWN
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65 ASPHALT AND WATERPROOFING MEMBRANE
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EL. 3.880 S.A. EL. 3.360 N.A.
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EL. 3.886 S.A. EL. 3.351 N.A.
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EL. 3.881 N.A. EL. 3.226 N.A.
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EL. 2.625 S.A. EL. 2.124 N.A.
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EL. 2.607 S.A. EL. 2.106 N.A.
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C,D,E
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16
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16
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EL. -1.200 S.A.
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EL. 0.000 S.A.
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EL. -0.500 N.A.
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EL. -1.700 N.A.
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15
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NOTE: SOUTH ABUTMENT SHOWN. THE NORTH ABUTMENT PILES SHALL BE NUMBERED N1 TO N13 AND AS PER THE MIRROR IMAGE OF THE SOUTH ABUTMENT.
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S1
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NOTES: 1.ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 20mm x 20mm ALL EXPOSED EDGES OF CONCRETE SHALL HAVE A 20mm x 20mm CHAMFER UNLESS NOTED OTHERWISE. 2.ALL NOTCHES TO BE 20mm x 20mm UNLESS NOTED OTHERWISE. ALL NOTCHES TO BE 20mm x 20mm UNLESS NOTED OTHERWISE. 3. - DENOTES ELEVATION GIVEN AT FRONT FACE OF BALLASTWALL. - DENOTES ELEVATION GIVEN AT FRONT FACE OF BALLASTWALL. - DENOTES ELEVATION GIVEN AT FRONT FACE OF BALLASTWALL. - DENOTES ELEVATION GIVEN AT BACK FACE OF BALLASTWALL. - DENOTES ELEVATION GIVEN AT FRONT FACE OF BREASTWALL. N.A.- DENOTES AT NORTH ABUTMENT. - DENOTES AT NORTH ABUTMENT. S.A.- DENOTES AT SOUTH ABUTMENT.- DENOTES AT SOUTH ABUTMENT.
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65 ASPHALT AND WATERPROOFING MEMBRANE
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DETAIL OUTSIDE
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ROADWAY AND SIDEWALK
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1%%% SLOPE S.A.
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16
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16
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H,J
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16
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16
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CONSTRUCTION JOINT
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CONSTRUCTION JOINT
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TRUSS
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BRG BLOCK
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C BRGS
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20 DIA. BLEED HOLES
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15
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16
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BEARING BLOCK DETAIL
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20x20 CHAMFER
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FRONT FACE OF BALLAST WALL
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8-32 DIA. ANCHOR RODS CWNUT AND WASHER. SEE ANCHOR ROD DETAIL ON DWG 19.
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A
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16
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19
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L102x102x13 BY 7400 LONG (ANCHORS AS PER STANDARD DWG 345-1 OF THE STANDARD SPECIFICATIONS)
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C
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L102x102x13 BY 7400 LONG (ANCHORS AS PER STANDARD DWG 345-1 OF THE STANDARD SPECIFICATIONS)
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16
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JOINT AT ROADWAY - EXPANSION END
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STOPPER P 13x51 BY 7400 LONG
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L
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7
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L152x102x13 BY 7400 LONG (ANCHORS AS PER STANDARD DWG 345-1 OF THE STANDARD SPECIFICATIONS)
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L127x127x13 BY 7400 LONG
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5
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5
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C
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SOUTH ABUTMENT
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109±
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109±
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109±
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109±
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109±
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109±
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109±
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SCALE:
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16
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16
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JOINT AT SIDEWALK - EXPANSION END
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1:10
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STOPPER P 9.5x51 BY 1440 LONG
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5
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L152x102x13 BY 1440 LONG (ANCHORS AS PER STANDARD DWG 345-1 OF THE STANDARD SPECIFICATIONS)
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P 9.5x200 BY 1440 LONG (SEE NOTE 5)
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B
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16
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19
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NOTES: 1.DECREASE THESE MEASUREMENTS BY 3mm FOR EVERY DECREASE THESE MEASUREMENTS BY 3mm FOR EVERY 5°C RISE IN TEMPERATURE. INCREASE THESEMEASUREMENTS BY 3mm FOR EVERY 5°C FALL INTEMPERATURE. 2.WOOD RISER BLOCK AT SIDEWALK TO BE PRESSURE WOOD RISER BLOCK AT SIDEWALK TO BE PRESSURE TREATED AFTER NOTCHING FOR EXPANSION PLATE DETAIL. 3.ENSURE EXPANSION JOINT GAP IS FREE OF CONCRETE ENSURE EXPANSION JOINT GAP IS FREE OF CONCRETE AND PROVIDE BOND BREAKER MATERIAL BETWEEN ENDS OF SLIDING PLATE/ANGLE AND CONCRETE. 4.EXPANSION JOINT PLACEMENT SETTING SHALL BE BASED EXPANSION JOINT PLACEMENT SETTING SHALL BE BASED ON THE MEAN AMBIENT OVER THE PREVIOUS 24 HOURS. 5.SIDEWALK COVER PLATE WIDTH TO BE CONFIRMED BY SIDEWALK COVER PLATE WIDTH TO BE CONFIRMED BY BRIDGE SUPPLIER BASED ON LOCATION OF RISER BLOCK.
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60 GAP
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60 GAP
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60 GAP
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45 GAP
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45 GAP
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45 GAP
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25
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25
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25
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233±
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40 MIN. cl. AT 15°C
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40 MIN. cl. AT 15°C
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40 MIN. cl. AT 15°C
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60 GAP
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60 GAP
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60 GAP
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*
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**
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**
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C LAG SCREW
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10- " DIA. BY 89 LONG 38" DIA. BY 89 LONG HOT-DIPPED GALVANIZED LAG BOLTS
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P 9.5x51 BY 1440 LONG WELDED TO TOP P
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C LAG SCREW
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10- " DIA. BY 89 LONG 38" DIA. BY 89 LONG HOT-DIPPED GALVANIZED LAG BOLTS
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P 9.5x51 BY 1440 LONG WELDED TO TOP P
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L
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STOPPER P 9.5x51 BY 1440 LONG
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5
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P 9.5x200 BY 1440 LONG (SEE NOTE 5)
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370±
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370±
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370±
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370±
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370±
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370±
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25
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25
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25
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21
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21
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21
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BRGS
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NORTH ABUTMENT
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K
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16
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16
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K
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16
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16
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SIDEWALK SUPPORT BEAM (BY BRIDGE SUPPLIER)
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CONNECTION BETWEEN WOOD RISER BLOCK AND STEEL SUPPORT BEAM AS SPECIFIED BY BRIDGE SUPPLIER
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25 MIN. cl. TO SUIT
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25 MIN. cl. TO SUIT
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25 MIN. cl. TO SUIT
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25 MIN. cl. TO SUIT
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25 MIN. cl. TO SUIT
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25 MIN. cl. TO SUIT
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SIDEWALK SUPPORT BEAM (BY BRIDGE SUPPLIER)
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CONNECTION BETWEEN WOOD RISER BLOCK AND STEEL SUPPORT BEAM AS SPECIFIED BY BRIDGE SUPPLIER
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C
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L
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LAG SCREW
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5
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38" DIA. LAG SCREW IN PRE-DRILLED HOLE TO REQUIREMENTS OF CSA-086 CLAUSE 10.6.2.
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L
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L
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16
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16
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DETAIL
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P 9.5x200
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L
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P 9.5x51
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L
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11 DIA. HOLES
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11 DIA. HOLES
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11 DIA. HOLES
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25 DIA. HOLES
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25 DIA. HOLES
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25 DIA. HOLES
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
ABUTMENT REINFORCING
1 OF 2
ACROW BRIDGE17A
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17
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B
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A-1 25M AT 225 CC
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A-2 15M AT 225 CC
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FRONT ELEVATION SHOWING REINFORCING
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1:50
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WEST
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EAST
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A-A
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17
AutoCAD SHX Text
17
AutoCAD SHX Text
A-A
AutoCAD SHX Text
17
AutoCAD SHX Text
17
AutoCAD SHX Text
325
AutoCAD SHX Text
325
AutoCAD SHX Text
325
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
75
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A-4 20M AT 300 . CC. LAP TO A-3 20M TOP AND BOTTOM.
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A-4 20M AT 300 . CC. LAP TO A-3 20M TOP AND BOTTOM.
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A-5 15M AT 300 CC
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A-6 20M AT 300 CC
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A-7 15M AT 300 CC
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A-8 20M AT 300 CC
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39 A-5 15M AT 300 = 11400 (N.F.)CC = 11400 (N.F.)
AutoCAD SHX Text
39 A-5 15M AT 300 = 11400 (N.F.)CC = 11400 (N.F.)
AutoCAD SHX Text
39 A-5 15M AT 300 = 11400 (N.F.)CC = 11400 (N.F.)
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B
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17
AutoCAD SHX Text
17
AutoCAD SHX Text
7 A-8 20M AND 7 A-9 20M AT
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7 A-8 20M AND 7 A-9 20M AT
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7 A-8 20M AND 7 A-9 20M AT
AutoCAD SHX Text
7 A-8 20M AND 7 A-9 20M AT
AutoCAD SHX Text
7 A-8 20M AND 7 A-9 20M AT
AutoCAD SHX Text
7 A-8 20M AND 7 A-9 20M AT
AutoCAD SHX Text
7 A-8 20M AND 7 A-9 20M AT
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8 A-10 20M AT
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8 A-10 20M AT
AutoCAD SHX Text
8 A-10 20M AT
AutoCAD SHX Text
8 A-10 20M AT
AutoCAD SHX Text
8 A-10 20M AT
AutoCAD SHX Text
8 A-10 20M AT
AutoCAD SHX Text
8 A-10 20M AT
AutoCAD SHX Text
5 A-10 20M
AutoCAD SHX Text
A-19 15M AT 300 CC
AutoCAD SHX Text
4 A-11 15M AT
AutoCAD SHX Text
4 A-11 15M AT
AutoCAD SHX Text
4 A-11 15M AT
AutoCAD SHX Text
4 A-11 15M AT
AutoCAD SHX Text
4 A-11 15M AT
AutoCAD SHX Text
4 A-11 15M AT
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4 A-11 15M AT
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2 A-11 15M (TOP)
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A-12 15M (N.F.)
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A-13 15M WITH A-18 15M (N.F.)
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A-16 15M (F.F.)
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12 A-17 15M AT
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12 A-17 15M AT
AutoCAD SHX Text
12 A-17 15M AT
AutoCAD SHX Text
12 A-17 15M AT
AutoCAD SHX Text
12 A-17 15M AT
AutoCAD SHX Text
12 A-17 15M AT
AutoCAD SHX Text
12 A-17 15M AT
AutoCAD SHX Text
5 A-17 15M AT
AutoCAD SHX Text
5 A-17 15M AT
AutoCAD SHX Text
5 A-17 15M AT
AutoCAD SHX Text
5 A-17 15M AT
AutoCAD SHX Text
5 A-17 15M AT
AutoCAD SHX Text
5 A-17 15M AT
AutoCAD SHX Text
5 A-17 15M AT
AutoCAD SHX Text
2 A-14 15M AT
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2 A-14 15M AT
AutoCAD SHX Text
2 A-14 15M AT
AutoCAD SHX Text
2 A-14 15M AT
AutoCAD SHX Text
2 A-14 15M AT
AutoCAD SHX Text
2 A-14 15M AT
AutoCAD SHX Text
2 A-14 15M AT
AutoCAD SHX Text
2 A-15 15M AT
AutoCAD SHX Text
2 A-15 15M AT
AutoCAD SHX Text
2 A-15 15M AT
AutoCAD SHX Text
2 A-15 15M AT
AutoCAD SHX Text
2 A-15 15M AT
AutoCAD SHX Text
2 A-15 15M AT
AutoCAD SHX Text
2 A-15 15M AT
AutoCAD SHX Text
300 = 1500 (N.F.)CC = 1500 (N.F.)
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A-10 20M
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A-11 15M
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A-17 15M
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REFER TO NOTE 4.
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7 A-27 15M
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7 A-27 15M
AutoCAD SHX Text
7 A-27 15M
AutoCAD SHX Text
3 A-28 15M
AutoCAD SHX Text
3 A-28 15M
AutoCAD SHX Text
3 A-28 15M
AutoCAD SHX Text
5 A-27 15M
AutoCAD SHX Text
5 A-27 15M
AutoCAD SHX Text
5 A-27 15M
AutoCAD SHX Text
7 A-27 15M
AutoCAD SHX Text
7 A-27 15M
AutoCAD SHX Text
7 A-27 15M
AutoCAD SHX Text
5 A-27 15M
AutoCAD SHX Text
5 A-27 15M
AutoCAD SHX Text
5 A-27 15M
AutoCAD SHX Text
A-18 15M
AutoCAD SHX Text
A-18 15M
AutoCAD SHX Text
8 A-18 15M AT
AutoCAD SHX Text
8 A-18 15M AT
AutoCAD SHX Text
8 A-18 15M AT
AutoCAD SHX Text
8 A-18 15M AT
AutoCAD SHX Text
8 A-18 15M AT
AutoCAD SHX Text
8 A-18 15M AT
AutoCAD SHX Text
8 A-18 15M AT
AutoCAD SHX Text
A-49 20M
AutoCAD SHX Text
A-30 15M
AutoCAD SHX Text
A-36 15M
AutoCAD SHX Text
A-37 20M
AutoCAD SHX Text
A-47 20M
AutoCAD SHX Text
A-49 20M
AutoCAD SHX Text
C,D,E
AutoCAD SHX Text
17
AutoCAD SHX Text
17
AutoCAD SHX Text
300 = 600 (F.F.)CC = 600 (F.F.)
AutoCAD SHX Text
ALL CLEARANCES TO BE 70mm PERPENDICULAR TO FACE OF CONCRETE UNLESS NOTED OTHERWISE. N.F.- DENOTES NEAR FACE. - DENOTES NEAR FACE. F.F.- DENOTES FAR FACE. - DENOTES FAR FACE. B.F.- DENOTES BOTH FACES. - DENOTES BOTH FACES. B.L.L.- DENOTES BOTTOM LOWER LAYER. - DENOTES BOTTOM LOWER LAYER. B.U.L.- DENOTES BOTTOM UPPER LAYER. - DENOTES BOTTOM UPPER LAYER. T.L.L.- DENOTES TOP LOWER LAYER. - DENOTES TOP LOWER LAYER. T.U.L.- DENOTES TOP UPPER LAYER. - DENOTES TOP UPPER LAYER. FOR ADDITIONAL REINFORCING DETAILS, SEE DWG 18A. ABUTMENT ELEVATION IS DRAWN TO SUIT SOUTH ABUTMENT. NORTH ABUTMENT IS MIRROR IMAGE OF ELEVATION SHOWN FOR SOUTH ABUTMENT. A-8, A-9, A-19, A-22, A-29, A-57, A-60, A-62 AND A-65 BARS ARE TO BE THREADED AT ONE END TO FIT BAR COUPLER. BAR COUPLER TO BE BPI BARSPLICER FLANGED COUPLER SYSTEM OR APPROVED EQUAL, WITH PROTECTIVE PLUG.
AutoCAD SHX Text
NOTES: 1. 2. 3. 4. 5.
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5 A-64 15M AT
AutoCAD SHX Text
5 A-64 15M AT
AutoCAD SHX Text
5 A-64 15M AT
AutoCAD SHX Text
5 A-64 15M AT
AutoCAD SHX Text
5 A-64 15M AT
AutoCAD SHX Text
5 A-64 15M AT
AutoCAD SHX Text
5 A-64 15M AT
AutoCAD SHX Text
ADDITIONAL A-17 15M
AutoCAD SHX Text
6 A-63 15M AT
AutoCAD SHX Text
6 A-63 15M AT
AutoCAD SHX Text
6 A-63 15M AT
AutoCAD SHX Text
6 A-63 15M AT
AutoCAD SHX Text
6 A-63 15M AT
AutoCAD SHX Text
6 A-63 15M AT
AutoCAD SHX Text
6 A-63 15M AT
AutoCAD SHX Text
4 A-18 15M AT
AutoCAD SHX Text
4 A-18 15M AT
AutoCAD SHX Text
4 A-18 15M AT
AutoCAD SHX Text
4 A-18 15M AT
AutoCAD SHX Text
4 A-18 15M AT
AutoCAD SHX Text
4 A-18 15M AT
AutoCAD SHX Text
4 A-18 15M AT
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
D
AutoCAD SHX Text
17
AutoCAD SHX Text
17
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DETAIL AT SIDEWALK
AutoCAD SHX Text
1:20
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SCALE:
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E
AutoCAD SHX Text
17
AutoCAD SHX Text
17
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DETAIL OUTSIDE
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ROADWAY AND SIDEWALK
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1:20
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SCALE:
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C
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17
AutoCAD SHX Text
17
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DETAIL AT ROADWAY
AutoCAD SHX Text
1:20
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A-60 20M AT 300 CC(SEE NOTE 5)
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A-19 15M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
A-21 15M AT 300 CC
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A-20 15M AT 300 CC
AutoCAD SHX Text
A-21 15M AT 300 CC
AutoCAD SHX Text
8 A-51 15M
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8 A-51 15M
AutoCAD SHX Text
8 A-51 15M
AutoCAD SHX Text
5 A-50 15M
AutoCAD SHX Text
5 A-50 15M
AutoCAD SHX Text
5 A-50 15M
AutoCAD SHX Text
SCALE:
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BEARING BLOCK REINFORCING
AutoCAD SHX Text
1:20
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70 cl.
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70 cl.
AutoCAD SHX Text
70 cl.
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F
AutoCAD SHX Text
17
AutoCAD SHX Text
17
AutoCAD SHX Text
G
AutoCAD SHX Text
17
AutoCAD SHX Text
17
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A-50 15M
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SCALE:
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F
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17
AutoCAD SHX Text
17
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SECTION
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1:20
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A-51 15M
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SCALE:
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G
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17
AutoCAD SHX Text
17
AutoCAD SHX Text
SECTION
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1:20
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A-22 15M (SEE NOTE 5)
AutoCAD SHX Text
BAR COUPLER (SEE NOTE 5)
AutoCAD SHX Text
A-57 15M (SEE NOTE 5)
AutoCAD SHX Text
APPROACH SLAB
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A-56 15M
AutoCAD SHX Text
A-8 20M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
A-8 20M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
A-8 20M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
A-9 20M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
A-9 20M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
A-61 15M AT 300 CC
AutoCAD SHX Text
A-63 15M AT 300 CC
AutoCAD SHX Text
A-64 15M AT 300 CC
AutoCAD SHX Text
A-19 15M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
A-19 15M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
A-62 15M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
A-62 15M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
A-62 15M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
ANCHOR RODS
AutoCAD SHX Text
A-53 25M
AutoCAD SHX Text
A-52 20M
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
ABUTMENT REINFORCING
1 OF 2
MABEY BRIDGE17B
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
A-A
AutoCAD SHX Text
17
AutoCAD SHX Text
17
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SECTION
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1:50
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SCALE:
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B
AutoCAD SHX Text
17
AutoCAD SHX Text
17
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SECTION
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1:50
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B-1 25M AT 225 CC
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B-2 15M AT 225 CC
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SCALE:
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FRONT ELEVATION SHOWING REINFORCING
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1:50
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WEST
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EAST
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A-A
AutoCAD SHX Text
17
AutoCAD SHX Text
17
AutoCAD SHX Text
A-A
AutoCAD SHX Text
17
AutoCAD SHX Text
17
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325
AutoCAD SHX Text
325
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325
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
75
AutoCAD SHX Text
75
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B-4 20M AT 300 . CC. LAP TO B-3 20M TOP AND BOTTOM.
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B-4 20M AT 300 . CC. LAP TO B-3 20M TOP AND BOTTOM.
AutoCAD SHX Text
B-5 15M AT 300 CC
AutoCAD SHX Text
B-6 20M AT 300 CC
AutoCAD SHX Text
B-7 15M AT 300 CC
AutoCAD SHX Text
B-8 20M AT 300 CC
AutoCAD SHX Text
39 B-5 15M AT 300 = 11400 (N.F.)CC = 11400 (N.F.)
AutoCAD SHX Text
39 B-5 15M AT 300 = 11400 (N.F.)CC = 11400 (N.F.)
AutoCAD SHX Text
39 B-5 15M AT 300 = 11400 (N.F.)CC = 11400 (N.F.)
AutoCAD SHX Text
B
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17
AutoCAD SHX Text
17
AutoCAD SHX Text
7 B-8 20M AND 7 B-9 20M AT
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7 B-8 20M AND 7 B-9 20M AT
AutoCAD SHX Text
7 B-8 20M AND 7 B-9 20M AT
AutoCAD SHX Text
7 B-8 20M AND 7 B-9 20M AT
AutoCAD SHX Text
7 B-8 20M AND 7 B-9 20M AT
AutoCAD SHX Text
7 B-8 20M AND 7 B-9 20M AT
AutoCAD SHX Text
7 B-8 20M AND 7 B-9 20M AT
AutoCAD SHX Text
8 B-10 20M AT
AutoCAD SHX Text
8 B-10 20M AT
AutoCAD SHX Text
8 B-10 20M AT
AutoCAD SHX Text
8 B-10 20M AT
AutoCAD SHX Text
8 B-10 20M AT
AutoCAD SHX Text
8 B-10 20M AT
AutoCAD SHX Text
8 B-10 20M AT
AutoCAD SHX Text
5 B-10 20M
AutoCAD SHX Text
B-19 15M AT 300 CC
AutoCAD SHX Text
4 B-11 15M AT
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4 B-11 15M AT
AutoCAD SHX Text
4 B-11 15M AT
AutoCAD SHX Text
4 B-11 15M AT
AutoCAD SHX Text
4 B-11 15M AT
AutoCAD SHX Text
4 B-11 15M AT
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4 B-11 15M AT
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2 B-11 15M (TOP)
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B-12 15M (N.F.)
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B-16 15M (F.F.)
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12 B-17 15M AT
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12 B-17 15M AT
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12 B-17 15M AT
AutoCAD SHX Text
12 B-17 15M AT
AutoCAD SHX Text
12 B-17 15M AT
AutoCAD SHX Text
12 B-17 15M AT
AutoCAD SHX Text
12 B-17 15M AT
AutoCAD SHX Text
5 B-17 15M AT
AutoCAD SHX Text
5 B-17 15M AT
AutoCAD SHX Text
5 B-17 15M AT
AutoCAD SHX Text
5 B-17 15M AT
AutoCAD SHX Text
5 B-17 15M AT
AutoCAD SHX Text
5 B-17 15M AT
AutoCAD SHX Text
5 B-17 15M AT
AutoCAD SHX Text
2 B-14 15M AT
AutoCAD SHX Text
2 B-14 15M AT
AutoCAD SHX Text
2 B-14 15M AT
AutoCAD SHX Text
2 B-14 15M AT
AutoCAD SHX Text
2 B-14 15M AT
AutoCAD SHX Text
2 B-14 15M AT
AutoCAD SHX Text
2 B-14 15M AT
AutoCAD SHX Text
2 B-15 15M AT
AutoCAD SHX Text
2 B-15 15M AT
AutoCAD SHX Text
2 B-15 15M AT
AutoCAD SHX Text
2 B-15 15M AT
AutoCAD SHX Text
2 B-15 15M AT
AutoCAD SHX Text
2 B-15 15M AT
AutoCAD SHX Text
2 B-15 15M AT
AutoCAD SHX Text
B-10 20M
AutoCAD SHX Text
B-11 15M
AutoCAD SHX Text
B-17 15M
AutoCAD SHX Text
REFER TO NOTE 4.
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7 B-27 15M
AutoCAD SHX Text
7 B-27 15M
AutoCAD SHX Text
7 B-27 15M
AutoCAD SHX Text
3 B-28 15M
AutoCAD SHX Text
3 B-28 15M
AutoCAD SHX Text
3 B-28 15M
AutoCAD SHX Text
5 B-27 15M
AutoCAD SHX Text
5 B-27 15M
AutoCAD SHX Text
5 B-27 15M
AutoCAD SHX Text
7 B-27 15M
AutoCAD SHX Text
7 B-27 15M
AutoCAD SHX Text
7 B-27 15M
AutoCAD SHX Text
5 B-27 15M
AutoCAD SHX Text
5 B-27 15M
AutoCAD SHX Text
5 B-27 15M
AutoCAD SHX Text
B-18 15M
AutoCAD SHX Text
B-18 15M
AutoCAD SHX Text
8 B-18 15M AT
AutoCAD SHX Text
8 B-18 15M AT
AutoCAD SHX Text
8 B-18 15M AT
AutoCAD SHX Text
8 B-18 15M AT
AutoCAD SHX Text
8 B-18 15M AT
AutoCAD SHX Text
8 B-18 15M AT
AutoCAD SHX Text
8 B-18 15M AT
AutoCAD SHX Text
B-49 20M
AutoCAD SHX Text
B-30 15M
AutoCAD SHX Text
B-36 15M
AutoCAD SHX Text
B-37 20M
AutoCAD SHX Text
B-47 20M
AutoCAD SHX Text
B-49 20M
AutoCAD SHX Text
C,D,E
AutoCAD SHX Text
17
AutoCAD SHX Text
17
AutoCAD SHX Text
300 = 600 (F.F.)CC = 600 (F.F.)
AutoCAD SHX Text
ALL CLEARANCES TO BE 70mm PERPENDICULAR TO FACE OF CONCRETE UNLESS NOTED OTHERWISE. N.F.- DENOTES NEAR FACE. - DENOTES NEAR FACE. F.F.- DENOTES FAR FACE. - DENOTES FAR FACE. B.F.- DENOTES BOTH FACES. - DENOTES BOTH FACES. B.L.L.- DENOTES BOTTOM LOWER LAYER. - DENOTES BOTTOM LOWER LAYER. B.U.L.- DENOTES BOTTOM UPPER LAYER. - DENOTES BOTTOM UPPER LAYER. T.L.L.- DENOTES TOP LOWER LAYER. - DENOTES TOP LOWER LAYER. T.U.L.- DENOTES TOP UPPER LAYER. - DENOTES TOP UPPER LAYER. FOR ADDITIONAL REINFORCING DETAILS, SEE DWG 18B. ABUTMENT ELEVATION IS DRAWN TO SUIT SOUTH ABUTMENT. NORTH ABUTMENT IS MIRROR IMAGE OF ELEVATION SHOWN FOR SOUTH ABUTMENT. B-8, B-9, B-19, B-22, B-29, B-57, B-60, B-62 AND B-70 BARS ARE TO BE THREADED AT ONE END TO FIT BAR COUPLER. BAR COUPLER TO BE BPI BARSPLICER FLANGED COUPLER SYSTEM OR APPROVED EQUAL, WITH PROTECTIVE PLUG.
AutoCAD SHX Text
NOTES: 1. 2. 3. 4. 5.
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5 B-65 15M AT
AutoCAD SHX Text
5 B-65 15M AT
AutoCAD SHX Text
5 B-65 15M AT
AutoCAD SHX Text
5 B-65 15M AT
AutoCAD SHX Text
5 B-65 15M AT
AutoCAD SHX Text
5 B-65 15M AT
AutoCAD SHX Text
5 B-65 15M AT
AutoCAD SHX Text
ADDITIONAL B-17 15M
AutoCAD SHX Text
B-69 15M (NORTH ABUTMENT) AT 300 = 1200 (N.F.)CC = 1200 (N.F.)
AutoCAD SHX Text
B-68 15M (NORTH ABUTMENT) AT 300 = 1200 (F.F.)CC = 1200 (F.F.)
AutoCAD SHX Text
B-13 15M WITH B-18 15M (N.F.)
AutoCAD SHX Text
4 B-18 15M AT
AutoCAD SHX Text
4 B-18 15M AT
AutoCAD SHX Text
4 B-18 15M AT
AutoCAD SHX Text
4 B-18 15M AT
AutoCAD SHX Text
4 B-18 15M AT
AutoCAD SHX Text
4 B-18 15M AT
AutoCAD SHX Text
4 B-18 15M AT
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
D
AutoCAD SHX Text
17
AutoCAD SHX Text
17
AutoCAD SHX Text
DETAIL AT SIDEWALK
AutoCAD SHX Text
1:20
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
E
AutoCAD SHX Text
17
AutoCAD SHX Text
17
AutoCAD SHX Text
DETAIL OUTSIDE
AutoCAD SHX Text
ROADWAY AND SIDEWALK
AutoCAD SHX Text
1:20
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
C
AutoCAD SHX Text
17
AutoCAD SHX Text
17
AutoCAD SHX Text
DETAIL AT ROADWAY
AutoCAD SHX Text
1:20
AutoCAD SHX Text
B-60 20M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
B-19 15M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
B-21 15M AT 300 CC(SOUTH ABUTMENT) OR B-67 15M AT 300 CC(NORTH ABUTMENT)
AutoCAD SHX Text
B-20 15M AT 300 CC(SOUTH ABUTMENT) OR B-66 15M AT 300 CC(NORTH ABUTMENT)
AutoCAD SHX Text
B-64 15M AT 300 CC(SOUTH ABUTMENT) OR B-69 15M AT 300 CC(NORTH ABUTMENT)
AutoCAD SHX Text
8 B-51 15M
AutoCAD SHX Text
8 B-51 15M
AutoCAD SHX Text
8 B-51 15M
AutoCAD SHX Text
5 B-50 15M
AutoCAD SHX Text
5 B-50 15M
AutoCAD SHX Text
5 B-50 15M
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
BEARING BLOCK REINFORCING
AutoCAD SHX Text
1:20
AutoCAD SHX Text
70 cl.
AutoCAD SHX Text
70 cl.
AutoCAD SHX Text
70 cl.
AutoCAD SHX Text
F
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17
AutoCAD SHX Text
17
AutoCAD SHX Text
G
AutoCAD SHX Text
17
AutoCAD SHX Text
17
AutoCAD SHX Text
B-50 15M
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
F
AutoCAD SHX Text
17
AutoCAD SHX Text
17
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
1:20
AutoCAD SHX Text
B-51 15M
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
G
AutoCAD SHX Text
17
AutoCAD SHX Text
17
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
1:20
AutoCAD SHX Text
B-22 15M (SEE NOTE 5)
AutoCAD SHX Text
BAR COUPLER (SEE NOTE 5)
AutoCAD SHX Text
B-57 15M (SEE NOTE 5)
AutoCAD SHX Text
APPROACH SLAB
AutoCAD SHX Text
B-56 15M
AutoCAD SHX Text
B-8 20M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
B-8 20M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
B-8 20M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
B-9 20M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
B-9 20M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
B-61 15M AT 300 CC
AutoCAD SHX Text
B-63 15M AT 300 (SOUTH ABUTMENT) OR CC (SOUTH ABUTMENT) OR B-68 15M AT 300 (NORTH ABUTMENT)CC (NORTH ABUTMENT)
AutoCAD SHX Text
B-65 15M AT 300 CC
AutoCAD SHX Text
B-19 15M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
B-19 15M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
B-62 15M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
B-62 15M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
B-62 15M AT 300 CC(SEE NOTE 5)
AutoCAD SHX Text
ANCHOR RODS
AutoCAD SHX Text
B-53 25M
AutoCAD SHX Text
B-52 20M
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
18A
ABUTMENT REINFORCING
2 OF 2
ACROW BRIDGE
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SCALE:
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FOOTING PLAN
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1:50
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53 A-2 15M AT 225 = 11700 (TOP)CC = 11700 (TOP)
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53 A-2 15M AT 225 = 11700 (TOP)CC = 11700 (TOP)
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53 A-2 15M AT 225 = 11700 (TOP)CC = 11700 (TOP)
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75 cl.
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75 cl.
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75 cl.
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14 A-4 20M AT 300 = 3900CC = 3900
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14 A-4 20M AT 300 = 3900CC = 3900
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14 A-4 20M AT 300 = 3900CC = 3900
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14 A-3 20M AT 300 = 3900CC = 3900
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14 A-3 20M AT 300 = 3900CC = 3900
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14 A-3 20M AT 300 = 3900CC = 3900
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SCALE:
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SIDE ELEVATION - EAST WINGWALL
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1:50
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REFER TO NOTE 4.
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B
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18
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18
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7 A-26 15M DOWELS
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7 A-26 15M DOWELS
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7 A-26 15M DOWELS
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3 A-26 15M DOWELS
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3 A-26 15M DOWELS
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3 A-26 15M DOWELS
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5 A-26 15M DOWELS
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5 A-26 15M DOWELS
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5 A-26 15M DOWELS
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2 A-26 15M DOWELS
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2 A-26 15M DOWELS
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2 A-26 15M DOWELS
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2 A-29 15M AND 2 A-65 15M
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2 A-29 15M AND 2 A-65 15M
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2 A-29 15M AND 2 A-65 15M
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5 A-27 15M
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5 A-27 15M
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5 A-27 15M
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7 A-27 15M
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7 A-27 15M
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7 A-27 15M
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3 A-28 15M
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3 A-28 15M
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3 A-28 15M
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4 A-36 15M AT
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4 A-36 15M AT
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4 A-36 15M AT
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4 A-36 15M AT
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4 A-36 15M AT
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4 A-36 15M AT
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4 A-36 15M AT
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A-36 15M (N.F.) A-47 20M (F.F.)
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5 A-47 20M AT
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5 A-47 20M AT
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5 A-47 20M AT
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5 A-47 20M AT
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5 A-47 20M AT
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5 A-47 20M AT
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5 A-47 20M AT
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A-48 20M (B.F.)
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17 A-49 20M AT 200 CC
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17 A-49 20M AT 200 CC
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17 A-49 20M AT 200 CC
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C
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18
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18
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25 A-56 15M AT 300 = 7200 (T.U.L.)CC = 7200 (T.U.L.)
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25 A-56 15M AT 300 = 7200 (T.U.L.)CC = 7200 (T.U.L.)
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25 A-56 15M AT 300 = 7200 (T.U.L.)CC = 7200 (T.U.L.)
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20 A-55 15M AT 300 = 5700 (T.L.L.)CC = 5700 (T.L.L.)
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20 A-55 15M AT 300 = 5700 (T.L.L.)CC = 5700 (T.L.L.)
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20 A-55 15M AT 300 = 5700 (T.L.L.)CC = 5700 (T.L.L.)
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SCALE:
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APPROACH SLAB REINFORCING
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1:50
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7 A-26 15M DOWELS
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7 A-26 15M DOWELS
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7 A-26 15M DOWELS
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3 A-26 15M DOWELS
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3 A-26 15M DOWELS
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3 A-26 15M DOWELS
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5 A-26 15M DOWELS
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5 A-26 15M DOWELS
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5 A-26 15M DOWELS
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2 A-26 15M DOWELS
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2 A-26 15M DOWELS
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2 A-26 15M DOWELS
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2 A-29 15M AND 2 A-65 15M
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2 A-29 15M AND 2 A-65 15M
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2 A-29 15M AND 2 A-65 15M
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5 A-27 15M
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5 A-27 15M
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5 A-27 15M
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7 A-27 15M
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7 A-27 15M
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7 A-27 15M
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3 A-28 15M
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3 A-28 15M
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3 A-28 15M
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4 A-36 15M AT
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4 A-36 15M AT
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4 A-36 15M AT
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4 A-36 15M AT
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4 A-36 15M AT
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4 A-36 15M AT
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4 A-36 15M AT
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8 A-36 15M (TOP AND EDGE OF SIDEWALK)
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5 A-47 20M AT
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5 A-47 20M AT
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5 A-47 20M AT
AutoCAD SHX Text
5 A-47 20M AT
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5 A-47 20M AT
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5 A-47 20M AT
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5 A-47 20M AT
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A-48 20M (B.F.)
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17 A-49 20M AT 200 CC
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17 A-49 20M AT 200 CC
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17 A-49 20M AT 200 CC
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SCALE:
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SIDE ELEVATION - WEST WINGWALL
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1:50
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A
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18
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18
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4 A-36 15M (BOTTOM OF SIDEWALK)
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200 = 1600 (F.F.)CC = 1600 (F.F.)
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200 = 800 (F.F.)CC = 800 (F.F.)
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300 = 900 (N.F.)CC = 900 (N.F.)
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300 = 1200 (N.F.)CC = 1200 (N.F.)
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300 = 1200 (N.F.)CC = 1200 (N.F.)
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300 = 900 (N.F.)CC = 900 (N.F.)
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200 = 1600 (F.F.)CC = 1600 (F.F.)
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200 = 800 (F.F.)CC = 800 (F.F.)
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ALL CLEARANCES TO BE 70mm PERPENDICULAR TO FACE OF CONCRETE UNLESS NOTED OTHERWISE. N.F.- DENOTES NEAR FACE. - DENOTES NEAR FACE. F.F.- DENOTES FAR FACE. - DENOTES FAR FACE. B.F.- DENOTES BOTH FACES. - DENOTES BOTH FACES. B.L.L.- DENOTES BOTTOM LOWER LAYER. - DENOTES BOTTOM LOWER LAYER. B.U.L.- DENOTES BOTTOM UPPER LAYER. - DENOTES BOTTOM UPPER LAYER. T.L.L.- DENOTES TOP LOWER LAYER. - DENOTES TOP LOWER LAYER. T.U.L.- DENOTES TOP UPPER LAYER. - DENOTES TOP UPPER LAYER. FOR ADDITIONAL REINFORCING DETAILS, SEE DWG 17A. ABUTMENT ELEVATION IS DRAWN TO SUIT SOUTH ABUTMENT. NORTH ABUTMENT IS MIRROR IMAGE OF ELEVATION SHOWN FOR SOUTH ABUTMENT. A-8, A-9, A-19, A-22, A-29, A-57, A-60, A-62 AND A-65 BARS ARE TO BE THREADED AT ONE END TO FIT BAR COUPLER. BAR COUPLER TO BE BPI BARSPLICER FLANGED COUPLER SYSTEM OR APPROVED EQUAL, WITH PROTECTIVE PLUG. N.A. - DENOTES NORTH ABUTMENT. S.A. - DENOTES SOUTH ABUTMENT.
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NOTES: 1. 2. 3. 4. 5. 6.
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REFER TO NOTE 4.
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SCALE:
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A
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18
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18
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SECTION - EAST WINGWALL
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1:20
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A-23 TO A-25 15M
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600 LAP
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600 LAP
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600 LAP
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A-47 20M
AutoCAD SHX Text
A-47 20M
AutoCAD SHX Text
A-47 20M
AutoCAD SHX Text
A-47 20M
AutoCAD SHX Text
A-47 20M
AutoCAD SHX Text
A-46 20M
AutoCAD SHX Text
A-45 20M
AutoCAD SHX Text
A-44 20M
AutoCAD SHX Text
A-43 20M
AutoCAD SHX Text
A-42 20M
AutoCAD SHX Text
A-36 15M
AutoCAD SHX Text
A-36 15M
AutoCAD SHX Text
A-36 15M
AutoCAD SHX Text
A-36 15M
AutoCAD SHX Text
A-35 15M
AutoCAD SHX Text
A-34 15M
AutoCAD SHX Text
A-33 15M
AutoCAD SHX Text
A-23 TO A-25 15M
AutoCAD SHX Text
A-36 15M
AutoCAD SHX Text
A-47 20M
AutoCAD SHX Text
A-52 20M
AutoCAD SHX Text
A-22 15M (SEE NOTE 5)
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A-57 15M (SEE NOTE 5)
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SCALE:
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C
AutoCAD SHX Text
18
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18
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SECTION
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1:20
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A-53 25M
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A-56 15M
AutoCAD SHX Text
A-23 TO A-25 15M
AutoCAD SHX Text
A-47 20M
AutoCAD SHX Text
A-47 20M
AutoCAD SHX Text
A-47 20M
AutoCAD SHX Text
A-47 20M
AutoCAD SHX Text
A-47 20M
AutoCAD SHX Text
A-46 20M
AutoCAD SHX Text
A-45 20M
AutoCAD SHX Text
A-44 20M
AutoCAD SHX Text
A-43 20M
AutoCAD SHX Text
A-42 20M
AutoCAD SHX Text
2 A-36 15M
AutoCAD SHX Text
A-36 15M
AutoCAD SHX Text
A-36 15M
AutoCAD SHX Text
A-36 15M
AutoCAD SHX Text
A-35 15M
AutoCAD SHX Text
A-34 15M
AutoCAD SHX Text
A-33 15M
AutoCAD SHX Text
A-23 TO A-25 15M
AutoCAD SHX Text
SCALE:
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B
AutoCAD SHX Text
18
AutoCAD SHX Text
18
AutoCAD SHX Text
SECTION - WEST WINGWALL
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1:20
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A-58 15M
AutoCAD SHX Text
A-59 15M
AutoCAD SHX Text
VARIES
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
18B
ABUTMENT REINFORCING
2 OF 2
MABEY BRIDGE
AutoCAD SHX Text
SCALE:
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FOOTING PLAN
AutoCAD SHX Text
1:50
AutoCAD SHX Text
53 B-2 15M AT 225 = 11700 (TOP)CC = 11700 (TOP)
AutoCAD SHX Text
53 B-2 15M AT 225 = 11700 (TOP)CC = 11700 (TOP)
AutoCAD SHX Text
53 B-2 15M AT 225 = 11700 (TOP)CC = 11700 (TOP)
AutoCAD SHX Text
75 cl.
AutoCAD SHX Text
75 cl.
AutoCAD SHX Text
75 cl.
AutoCAD SHX Text
14 B-4 20M AT 300 = 3900CC = 3900
AutoCAD SHX Text
14 B-4 20M AT 300 = 3900CC = 3900
AutoCAD SHX Text
14 B-4 20M AT 300 = 3900CC = 3900
AutoCAD SHX Text
14 B-3 20M AT 300 = 3900CC = 3900
AutoCAD SHX Text
14 B-3 20M AT 300 = 3900CC = 3900
AutoCAD SHX Text
14 B-3 20M AT 300 = 3900CC = 3900
AutoCAD SHX Text
SCALE:
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SIDE ELEVATION - EAST WINGWALL
AutoCAD SHX Text
1:50
AutoCAD SHX Text
REFER TO NOTE 4.
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B
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18
AutoCAD SHX Text
18
AutoCAD SHX Text
7 B-26 15M DOWELS
AutoCAD SHX Text
7 B-26 15M DOWELS
AutoCAD SHX Text
7 B-26 15M DOWELS
AutoCAD SHX Text
3 B-26 15M DOWELS
AutoCAD SHX Text
3 B-26 15M DOWELS
AutoCAD SHX Text
3 B-26 15M DOWELS
AutoCAD SHX Text
5 B-26 15M DOWELS
AutoCAD SHX Text
5 B-26 15M DOWELS
AutoCAD SHX Text
5 B-26 15M DOWELS
AutoCAD SHX Text
2 B-26 15M DOWELS
AutoCAD SHX Text
2 B-26 15M DOWELS
AutoCAD SHX Text
2 B-26 15M DOWELS
AutoCAD SHX Text
2 B-29 15M AND 2 B-70 15M
AutoCAD SHX Text
2 B-29 15M AND 2 B-70 15M
AutoCAD SHX Text
2 B-29 15M AND 2 B-70 15M
AutoCAD SHX Text
5 B-27 15M
AutoCAD SHX Text
5 B-27 15M
AutoCAD SHX Text
5 B-27 15M
AutoCAD SHX Text
7 B-27 15M
AutoCAD SHX Text
7 B-27 15M
AutoCAD SHX Text
7 B-27 15M
AutoCAD SHX Text
3 B-28 15M
AutoCAD SHX Text
3 B-28 15M
AutoCAD SHX Text
3 B-28 15M
AutoCAD SHX Text
4 B-36 15M AT
AutoCAD SHX Text
4 B-36 15M AT
AutoCAD SHX Text
4 B-36 15M AT
AutoCAD SHX Text
4 B-36 15M AT
AutoCAD SHX Text
4 B-36 15M AT
AutoCAD SHX Text
4 B-36 15M AT
AutoCAD SHX Text
4 B-36 15M AT
AutoCAD SHX Text
B-36 15M (N.F.) B-47 20M (F.F.)
AutoCAD SHX Text
5 B-47 20M AT
AutoCAD SHX Text
5 B-47 20M AT
AutoCAD SHX Text
5 B-47 20M AT
AutoCAD SHX Text
5 B-47 20M AT
AutoCAD SHX Text
5 B-47 20M AT
AutoCAD SHX Text
5 B-47 20M AT
AutoCAD SHX Text
5 B-47 20M AT
AutoCAD SHX Text
B-48 20M (B.F.)
AutoCAD SHX Text
17 B-49 20M AT 200 CC
AutoCAD SHX Text
17 B-49 20M AT 200 CC
AutoCAD SHX Text
17 B-49 20M AT 200 CC
AutoCAD SHX Text
C
AutoCAD SHX Text
18
AutoCAD SHX Text
18
AutoCAD SHX Text
25 B-56 15M AT 300 = 7200 (T.U.L.)CC = 7200 (T.U.L.)
AutoCAD SHX Text
25 B-56 15M AT 300 = 7200 (T.U.L.)CC = 7200 (T.U.L.)
AutoCAD SHX Text
25 B-56 15M AT 300 = 7200 (T.U.L.)CC = 7200 (T.U.L.)
AutoCAD SHX Text
20 B-55 15M AT 300 = 5700 (T.L.L.)CC = 5700 (T.L.L.)
AutoCAD SHX Text
20 B-55 15M AT 300 = 5700 (T.L.L.)CC = 5700 (T.L.L.)
AutoCAD SHX Text
20 B-55 15M AT 300 = 5700 (T.L.L.)CC = 5700 (T.L.L.)
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
APPROACH SLAB REINFORCING
AutoCAD SHX Text
1:50
AutoCAD SHX Text
7 B-26 15M DOWELS
AutoCAD SHX Text
7 B-26 15M DOWELS
AutoCAD SHX Text
7 B-26 15M DOWELS
AutoCAD SHX Text
3 B-26 15M DOWELS
AutoCAD SHX Text
3 B-26 15M DOWELS
AutoCAD SHX Text
3 B-26 15M DOWELS
AutoCAD SHX Text
5 B-26 15M DOWELS
AutoCAD SHX Text
5 B-26 15M DOWELS
AutoCAD SHX Text
5 B-26 15M DOWELS
AutoCAD SHX Text
2 B-26 15M DOWELS
AutoCAD SHX Text
2 B-26 15M DOWELS
AutoCAD SHX Text
2 B-26 15M DOWELS
AutoCAD SHX Text
2 B-29 15M AND 2 B-70 15M
AutoCAD SHX Text
2 B-29 15M AND 2 B-70 15M
AutoCAD SHX Text
2 B-29 15M AND 2 B-70 15M
AutoCAD SHX Text
5 B-27 15M
AutoCAD SHX Text
5 B-27 15M
AutoCAD SHX Text
5 B-27 15M
AutoCAD SHX Text
7 B-27 15M
AutoCAD SHX Text
7 B-27 15M
AutoCAD SHX Text
7 B-27 15M
AutoCAD SHX Text
3 B-28 15M
AutoCAD SHX Text
3 B-28 15M
AutoCAD SHX Text
3 B-28 15M
AutoCAD SHX Text
4 B-36 15M AT
AutoCAD SHX Text
4 B-36 15M AT
AutoCAD SHX Text
4 B-36 15M AT
AutoCAD SHX Text
4 B-36 15M AT
AutoCAD SHX Text
4 B-36 15M AT
AutoCAD SHX Text
4 B-36 15M AT
AutoCAD SHX Text
4 B-36 15M AT
AutoCAD SHX Text
8 B-36 15M (TOP AND EDGE OF SIDEWALK)
AutoCAD SHX Text
5 B-47 20M AT
AutoCAD SHX Text
5 B-47 20M AT
AutoCAD SHX Text
5 B-47 20M AT
AutoCAD SHX Text
5 B-47 20M AT
AutoCAD SHX Text
5 B-47 20M AT
AutoCAD SHX Text
5 B-47 20M AT
AutoCAD SHX Text
5 B-47 20M AT
AutoCAD SHX Text
B-48 20M (B.F.)
AutoCAD SHX Text
17 B-49 20M AT 200 CC
AutoCAD SHX Text
17 B-49 20M AT 200 CC
AutoCAD SHX Text
17 B-49 20M AT 200 CC
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
SIDE ELEVATION - WEST WINGWALL
AutoCAD SHX Text
1:50
AutoCAD SHX Text
A
AutoCAD SHX Text
18
AutoCAD SHX Text
18
AutoCAD SHX Text
4 B-36 15M (BOTTOM OF SIDEWALK)
AutoCAD SHX Text
200 = 1600 (F.F.)CC = 1600 (F.F.)
AutoCAD SHX Text
200 = 800 (F.F.)CC = 800 (F.F.)
AutoCAD SHX Text
300 = 900 (N.F.)CC = 900 (N.F.)
AutoCAD SHX Text
300 = 1200 (N.F.)CC = 1200 (N.F.)
AutoCAD SHX Text
300 = 1200 (N.F.)CC = 1200 (N.F.)
AutoCAD SHX Text
300 = 900 (N.F.)CC = 900 (N.F.)
AutoCAD SHX Text
200 = 1600 (F.F.)CC = 1600 (F.F.)
AutoCAD SHX Text
200 = 800 (F.F.)CC = 800 (F.F.)
AutoCAD SHX Text
ALL CLEARANCES TO BE 70mm PERPENDICULAR TO FACE OF CONCRETE UNLESS NOTED OTHERWISE. N.F.- DENOTES NEAR FACE. - DENOTES NEAR FACE. F.F.- DENOTES FAR FACE. - DENOTES FAR FACE. B.F.- DENOTES BOTH FACES. - DENOTES BOTH FACES. B.L.L.- DENOTES BOTTOM LOWER LAYER. - DENOTES BOTTOM LOWER LAYER. B.U.L.- DENOTES BOTTOM UPPER LAYER. - DENOTES BOTTOM UPPER LAYER. T.L.L.- DENOTES TOP LOWER LAYER. - DENOTES TOP LOWER LAYER. T.U.L.- DENOTES TOP UPPER LAYER. - DENOTES TOP UPPER LAYER. FOR ADDITIONAL REINFORCING DETAILS, SEE DWG 17B. ABUTMENT ELEVATION IS DRAWN TO SUIT SOUTH ABUTMENT. NORTH ABUTMENT IS MIRROR IMAGE OF ELEVATION SHOWN FOR SOUTH ABUTMENT. B-8, B-9, B-19, B-22, B-29, B-57, B-60, B-62 AND B-70 BARS ARE TO BE THREADED AT ONE END TO FIT BAR COUPLER. BAR COUPLER TO BE BPI BARSPLICER FLANGED COUPLER SYSTEM OR APPROVED EQUAL, WITH PROTECTIVE PLUG. N.A.- DENOTES NORTH ABUTMENT. - DENOTES NORTH ABUTMENT. S.A- DENOTES SOUTH ABUTMENT.- DENOTES SOUTH ABUTMENT.
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NOTES: 1. 2. 3. 4. 5. 6.
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REFER TO NOTE 4.
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SCALE:
AutoCAD SHX Text
A
AutoCAD SHX Text
18
AutoCAD SHX Text
18
AutoCAD SHX Text
SECTION - EAST WINGWALL
AutoCAD SHX Text
1:20
AutoCAD SHX Text
B-23 TO B-25 15M
AutoCAD SHX Text
600 LAP
AutoCAD SHX Text
600 LAP
AutoCAD SHX Text
600 LAP
AutoCAD SHX Text
B-47 20M
AutoCAD SHX Text
B-47 20M
AutoCAD SHX Text
B-47 20M
AutoCAD SHX Text
B-47 20M
AutoCAD SHX Text
B-47 20M
AutoCAD SHX Text
B-46 20M
AutoCAD SHX Text
B-45 20M
AutoCAD SHX Text
B-44 20M
AutoCAD SHX Text
B-43 20M
AutoCAD SHX Text
B-42 20M
AutoCAD SHX Text
B-36 15M
AutoCAD SHX Text
B-36 15M
AutoCAD SHX Text
B-36 15M
AutoCAD SHX Text
B-36 15M
AutoCAD SHX Text
B-35 15M
AutoCAD SHX Text
B-34 15M
AutoCAD SHX Text
B-33 15M
AutoCAD SHX Text
B-23 TO B-25 15M
AutoCAD SHX Text
B-36 15M
AutoCAD SHX Text
B-47 20M
AutoCAD SHX Text
B-52 20M
AutoCAD SHX Text
B-22 15M (SEE NOTE 5)
AutoCAD SHX Text
B-57 15M (SEE NOTE 5)
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
C
AutoCAD SHX Text
18
AutoCAD SHX Text
18
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
1:20
AutoCAD SHX Text
B-53 25M
AutoCAD SHX Text
B-56 15M
AutoCAD SHX Text
B-23 TO B-25 15M
AutoCAD SHX Text
B-47 20M
AutoCAD SHX Text
B-47 20M
AutoCAD SHX Text
B-47 20M
AutoCAD SHX Text
B-47 20M
AutoCAD SHX Text
B-47 20M
AutoCAD SHX Text
B-46 20M
AutoCAD SHX Text
B-45 20M
AutoCAD SHX Text
B-44 20M
AutoCAD SHX Text
B-43 20M
AutoCAD SHX Text
B-42 20M
AutoCAD SHX Text
2 B-36 15M
AutoCAD SHX Text
B-36 15M
AutoCAD SHX Text
B-36 15M
AutoCAD SHX Text
B-36 15M
AutoCAD SHX Text
B-35 15M
AutoCAD SHX Text
B-34 15M
AutoCAD SHX Text
B-33 15M
AutoCAD SHX Text
B-23 TO B-25 15M
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
B
AutoCAD SHX Text
18
AutoCAD SHX Text
18
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SECTION - WEST WINGWALL
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1:20
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B-58 15M
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B-59 15M
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
ABUTMENT MISCELLANEOUS
DETAILS
MABEY BRIDGE19B
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C
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L
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TRUSS
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C
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L
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TRUSS
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C
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L
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BASE PLATE
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L
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C BRGS
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20 DIA. BLEED HOLES
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SCALE:
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A
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16
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19
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BASE PLATE DETAIL - EXPANSION END
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1:10
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BEARING (BY BRIDGE SUPPLIER)
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38 DIA. HOLES FOR 32 DIA. ANCHORS, SEE
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C
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19
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19
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NOTES: 1.MATERIALS: MATERIALS: 32 DIA. ANCHOR RODS - RODS TO CSA G40.20/G40.21, GRADE 300W. 2.ALL STEEL COMPONENTS ARE TO BE ALL STEEL COMPONENTS ARE TO BE HOT-DIPPED GALVANIZED AFTER FABRICATION. 3.GROUT SHALL BE PLACED AND OBTAINED A GROUT SHALL BE PLACED AND OBTAINED A MINIMUM COMPRESSION STRENGTH OF 25 MPa PRIOR TO APPLYING STRUCTURE LOADING TO BASE PLATE.
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E
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19
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19
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*
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SOUTH ABUTMENT
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SCALE:
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B
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16
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19
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BASE PLATE DETAIL - FIXED END
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1:10
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8
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200
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C
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L
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TRUSS
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C
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L
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TRUSS
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C
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L
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BASE PLATE
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L
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C BRGS
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20 DIA. BLEED HOLES
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BEARING (BY BRIDGE SUPPLIER)
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38 DIA. HOLES FOR 32 DIA. ANCHORS, SEE
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E
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19
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19
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NORTH ABUTMENT
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8
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200
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FRONT FACE OF BALLAST WALL
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D
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19
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19
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FRONT FACE OF BALLAST WALL
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ANCHOR ROD AND BASE PLATE NOTES: ANCHOR ROD ASSEMBLIES TO BE SECURELY POSITIONED WITH A RIGID TEMPLATE. LOCATION AND ELEVATION OF ANCHOR RODS TO BE CHECKED CAREFULLY PRIOR TO BREASTWALL CONCRETE PLACEMENT.
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C
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L
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ANCHOR ROD
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700
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700
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700
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100
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100
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100
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P 10x100x100 CW34 DIA. HOLE
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L
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HEAVY HEX JAM NUTS TO ASTM A563
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TOP OF BEARING BLOCK
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HEAVY HEX JAM NUT TO ASTM A563
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5mm THICK BY 65 O.D. FLAT WASHERS
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HEAVY HEX NUT
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SCALE:
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E
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19
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19
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ANCHOR ROD DETAIL
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1:5
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SCALE:
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ALTERNATE ANCHOR ROD DETAIL
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1:5
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C
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L
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ANCHOR ROD
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32 DIA.
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32 DIA.
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32 DIA.
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800
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800
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800
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TOP OF BEARING BLOCK
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650
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650
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650
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ASTM - A53 DN90 - STD.
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5
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HEAVY HEX JAM NUT TO ASTM A563
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5mm THICK BY 65 O.D. FLAT WASHERS
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HEAVY HEX NUT
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TOP/ABUTMENT SEAT
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EL. VARIES
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TOP/ABUTMENT SEAT
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EL. VARIES
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*
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*
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*
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C
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L
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BRGS
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SOUTH ABUTMENT
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SCALE:
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C
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19
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19
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SECTION - EXPANSION END
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1:5
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FRONT OF BALLAST WALL
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TOP OF BEARING BLOCK
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TOP OF BEARING BLOCK
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FRONT OF BALLAST WALL
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SCALE:
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D
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19
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19
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SECTION - FIXED END
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1:5
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C
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L
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BRGS
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NORTH ABUTMENT
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TOP OF BRIDGE SEAT
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TOP OF BRIDGE SEAT
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P 25 BASE PLATE
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L
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P 25 BASE PLATE
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L
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BASE PLATE (BY BRIDGE SUPPLIER)
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BEARING (BY BRIDGE SUPPLIER)
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BEARING (BY BRIDGE SUPPLIER)
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
20A
REINFORCING SCHEDULE
ACROW BRIDGE
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MARK
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No. BARS
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BARS SIZE
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LENGTH
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TYPE
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A
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B
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C
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D
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E
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F
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G
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H
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J
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K
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O
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R
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SHAPE
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LOCATION & REMARKS
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MASS
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A-1
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106
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25M
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5700
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A
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775
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4150
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775
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TRANSVERSE IN FOOTING (BOTTOM)
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2,371
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A-2
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106
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15M
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5700
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A
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775
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4150
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775
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TRANSVERSE IN FOOTING (TOP)
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949
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A-3
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56
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20M
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11850
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STR.
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LONGITUDINAL IN FOOTING (TOP AND BOTTOM)
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1,563
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A-4
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56
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20M
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2360
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A
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800
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760
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800
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LONGITUDINAL STIRRUPS AT END OF FOOTING
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311
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A-5
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78
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15M
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1900
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D
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300
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1600
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DOWEL FROM FOOTING INTO BREASTWALL (NEAR FACE)
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233
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A-6
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70
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20M
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1950
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D
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300
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1650
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DOWEL FROM FOOTING INTO BREASTWALL (FAR FACE)
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321
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A-7
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78
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15M
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4120
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A
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300
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1360
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2460
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VERTICAL IN BREASTWALL (NEAR FACE)
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505
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A-8
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70
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20M
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2550
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STR.
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VERTICAL IN BREASTWALL (FAR FACE)
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420
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A-9
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20
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20M
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1150
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STR.
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VERTICAL IN BREASTWALL (FAR FACE)
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54
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A-10
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26
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20M
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11660
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STR.
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HORIZONTAL IN BREASTWALL (NEAR FACE AND TOP)
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714
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A-11
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12
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15M
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11660
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STR.
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HORIZONTAL IN BALLASTWALL (NEAR FACE AND TOP)
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220
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A-12
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4
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15M
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7260
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STR.
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HORIZONTAL IN BALLASTWALL CORBEL AT BRIDGE (NEAR FACE)
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46
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A-13
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4
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15M
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1810
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STR.
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HORIZONTAL IN BALLASTWALL CORBEL AT SIDEWALK (NEAR FACE)
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11
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A-14
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4
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15M
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2660
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STR.
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HORIZONTAL IN BALLASTWALL (FAR FACE)
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17
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A-15
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4
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15M
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1460
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STR.
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HORIZONTAL IN BALLASTWALL (FAR FACE)
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9
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A-16
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2
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15M
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8200
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STR.
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HORIZONTAL IN BALLASTWALL (FAR FACE)
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26
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A-17
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36
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15M
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11660
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STR.
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HORIZONTAL IN BALLASTWALL AND BREASTWALL (FAR FACE)
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659
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A-18
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52
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15M
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1500
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D
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750
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750
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HORIZONTAL IN BREASTWALL AND BALLASTWALL (NEAR FACE)
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122
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A-19
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78
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15M
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1360
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A
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300
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460
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600
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VERTICAL IN BALLASTWALL (NEAR FACE)
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167
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A-20
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50
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15M
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1430
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D
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400
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1030
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VERTICAL IN BALLASTWALL (FAR FACE)
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112
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A-21
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62
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15M
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1120
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G
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520
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200
AutoCAD SHX Text
400
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368
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368
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VERTICAL IN BALLASTWALL (NEAR FACE)
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109
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A-22
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48
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15M
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655
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D
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300
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355
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DOWEL - BALLASTWALL TO APPROACH SLAB
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49
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A-23
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32
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15M
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2625
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A
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1100
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425
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1100
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STIRRUPS IN WINGWALL EAST AND WEST
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132
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A-24
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32
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15M
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3275
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A
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1425
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425
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1425
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STIRRUPS IN WINGWALL EAST AND WEST
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165
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A-25
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32
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15M
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3875
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A
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1725
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425
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1725
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STIRRUPS IN WINGWALL EAST AND WEST
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195
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A-26
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68
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15M
AutoCAD SHX Text
1900
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D
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300
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1600
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DOWEL - FOOTING (BOTH WINGWALLS)
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203
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A-27
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48
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15M
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3730
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STR.
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VERTICAL IN WINGWALL EAST AND WEST (BOTH FACES)
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281
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A-28
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12
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15M
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2460
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STR.
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VERTICAL IN BREASTWALL EAST AND WEST (NEAR FACE)
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46
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A-29
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8
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15M
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2550
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STR.
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VERTICAL IN WINGWALL FILLET (BOTH WINGWALLS)
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32
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A-30
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16
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15M
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2860
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STR.
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HORIZONTAL IN WINGWALL (NEAR FACE)
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72
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A-31
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4
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15M
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3400
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STR.
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HORIZONTAL IN WINGWALL (NEAR FACE)
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21
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A-32
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4
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15M
AutoCAD SHX Text
4000
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STR.
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HORIZONTAL IN WINGWALL (NEAR FACE)
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25
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A-33
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4
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15M
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4600
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STR.
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HORIZONTAL IN WINGWALL (NEAR FACE)
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29
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A-34
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4
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15M
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5200
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STR.
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HORIZONTAL IN WINGWALL (NEAR FACE)
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33
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A-35
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4
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15M
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5800
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STR.
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HORIZONTAL IN WINGWALL (NEAR FACE)
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36
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A-36
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42
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15M
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5460
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STR.
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HORIZONTAL IN WINGWALL (NEAR FACE) AND SIDEWALK
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360
AutoCAD SHX Text
A-37
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20
AutoCAD SHX Text
20M
AutoCAD SHX Text
2250
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
1950
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
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106
AutoCAD SHX Text
A-38
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
2380
AutoCAD SHX Text
D
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300
AutoCAD SHX Text
2080
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
22
AutoCAD SHX Text
A-39
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
2780
AutoCAD SHX Text
D
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300
AutoCAD SHX Text
2480
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
26
AutoCAD SHX Text
A-40
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
3180
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
2880
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
30
AutoCAD SHX Text
A-41
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
3580
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
3280
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
34
AutoCAD SHX Text
A-42
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
3980
AutoCAD SHX Text
D
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300
AutoCAD SHX Text
3680
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
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37
AutoCAD SHX Text
A-43
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
4380
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
4080
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
41
AutoCAD SHX Text
A-44
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
4780
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
4480
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
45
AutoCAD SHX Text
A-45
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
5180
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
4880
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
49
AutoCAD SHX Text
A-46
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
5580
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
5280
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
53
AutoCAD SHX Text
A-47
AutoCAD SHX Text
22
AutoCAD SHX Text
20M
AutoCAD SHX Text
5745
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
5445
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
298
AutoCAD SHX Text
A-48
AutoCAD SHX Text
8
AutoCAD SHX Text
20M
AutoCAD SHX Text
5000
AutoCAD SHX Text
STR.
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SLOPED IN BOTTOM WINGWALL EAST AND WEST (BOTH FACES)
AutoCAD SHX Text
94
AutoCAD SHX Text
A-49
AutoCAD SHX Text
68
AutoCAD SHX Text
20M
AutoCAD SHX Text
2510
AutoCAD SHX Text
F
AutoCAD SHX Text
210
AutoCAD SHX Text
2000
AutoCAD SHX Text
300
AutoCAD SHX Text
212
AutoCAD SHX Text
160
AutoCAD SHX Text
212
AutoCAD SHX Text
HORIZONTAL IN FILLET WINGWALL EAST AND WEST
AutoCAD SHX Text
402
AutoCAD SHX Text
A-50
AutoCAD SHX Text
20
AutoCAD SHX Text
15M
AutoCAD SHX Text
2660
AutoCAD SHX Text
A
AutoCAD SHX Text
700
AutoCAD SHX Text
1260
AutoCAD SHX Text
700
AutoCAD SHX Text
LONGITUDINAL IN BEARING BLOCK
AutoCAD SHX Text
84
AutoCAD SHX Text
A-51
AutoCAD SHX Text
32
AutoCAD SHX Text
15M
AutoCAD SHX Text
2060
AutoCAD SHX Text
A
AutoCAD SHX Text
700
AutoCAD SHX Text
660
AutoCAD SHX Text
700
AutoCAD SHX Text
TRANSVERSE IN BEARING BLOCK
AutoCAD SHX Text
103
AutoCAD SHX Text
A-52
AutoCAD SHX Text
74
AutoCAD SHX Text
20M
AutoCAD SHX Text
1010
AutoCAD SHX Text
F
AutoCAD SHX Text
210
AutoCAD SHX Text
800
AutoCAD SHX Text
LONGITUDINAL IN APPROACH SLAB
AutoCAD SHX Text
176
AutoCAD SHX Text
A-53
AutoCAD SHX Text
74
AutoCAD SHX Text
25M
AutoCAD SHX Text
5860
AutoCAD SHX Text
STR.
AutoCAD SHX Text
LONGITUDINAL IN APPROACH SLAB (BOTTOM LOWER LAYER)
AutoCAD SHX Text
1,702
AutoCAD SHX Text
A-54
AutoCAD SHX Text
40
AutoCAD SHX Text
15M
AutoCAD SHX Text
7260
AutoCAD SHX Text
STR.
AutoCAD SHX Text
TRANSVERSE IN APPROACH SLAB (BOTTOM UPPER LAYER)
AutoCAD SHX Text
456
AutoCAD SHX Text
A-55
AutoCAD SHX Text
40
AutoCAD SHX Text
15M
AutoCAD SHX Text
7260
AutoCAD SHX Text
STR.
AutoCAD SHX Text
TRANSVERSE IN APPROACH SLAB (TOP LOWER LAYER)
AutoCAD SHX Text
456
AutoCAD SHX Text
A-56
AutoCAD SHX Text
50
AutoCAD SHX Text
15M
AutoCAD SHX Text
5860
AutoCAD SHX Text
STR.
AutoCAD SHX Text
LONGITUDINAL IN APPROACH SLAB (TOP UPPER LAYER)
AutoCAD SHX Text
460
AutoCAD SHX Text
A-57
AutoCAD SHX Text
48
AutoCAD SHX Text
15M
AutoCAD SHX Text
675
AutoCAD SHX Text
STR.
AutoCAD SHX Text
LONGITUDINAL IN APPROACH SLAB
AutoCAD SHX Text
51
AutoCAD SHX Text
A-58
AutoCAD SHX Text
34
AutoCAD SHX Text
15M
AutoCAD SHX Text
2000
AutoCAD SHX Text
Y
AutoCAD SHX Text
1800
AutoCAD SHX Text
200
AutoCAD SHX Text
1610
AutoCAD SHX Text
805
AutoCAD SHX Text
STIRRUPS IN SIDEWALK
AutoCAD SHX Text
107
AutoCAD SHX Text
A-59
AutoCAD SHX Text
38
AutoCAD SHX Text
15M
AutoCAD SHX Text
2720
AutoCAD SHX Text
B
AutoCAD SHX Text
200
AutoCAD SHX Text
1810
AutoCAD SHX Text
160
AutoCAD SHX Text
550
AutoCAD SHX Text
STIRRUPS IN SIDEWALK
AutoCAD SHX Text
162
AutoCAD SHX Text
A-60
AutoCAD SHX Text
50
AutoCAD SHX Text
20M
AutoCAD SHX Text
790
AutoCAD SHX Text
STR.
AutoCAD SHX Text
VERTICAL IN BALLASTWALL (FAR FACE)
AutoCAD SHX Text
93
AutoCAD SHX Text
A-61
AutoCAD SHX Text
50
AutoCAD SHX Text
15M
AutoCAD SHX Text
750
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
450
AutoCAD SHX Text
VERTICAL IN BALLASTWALL (FAR FACE)
AutoCAD SHX Text
59
AutoCAD SHX Text
A-62
AutoCAD SHX Text
78
AutoCAD SHX Text
15M
AutoCAD SHX Text
1150
AutoCAD SHX Text
STR.
AutoCAD SHX Text
VERTICAL IN BALLASTWALL (NEAR FACE)
AutoCAD SHX Text
141
AutoCAD SHX Text
A-63
AutoCAD SHX Text
12
AutoCAD SHX Text
15M
AutoCAD SHX Text
1150
AutoCAD SHX Text
D
AutoCAD SHX Text
500
AutoCAD SHX Text
650
AutoCAD SHX Text
VERTICAL IN BALLASTWALL (FAR FACE)
AutoCAD SHX Text
22
AutoCAD SHX Text
A-64
AutoCAD SHX Text
16
AutoCAD SHX Text
15M
AutoCAD SHX Text
1360
AutoCAD SHX Text
A
AutoCAD SHX Text
450
AutoCAD SHX Text
460
AutoCAD SHX Text
450
AutoCAD SHX Text
VERTICAL IN BALLASTWALL
AutoCAD SHX Text
34
AutoCAD SHX Text
A-65
AutoCAD SHX Text
8
AutoCAD SHX Text
15M
AutoCAD SHX Text
790
AutoCAD SHX Text
STR.
AutoCAD SHX Text
VERTICAL IN WINGWALL FILLET (BOTH WINGWALLS)
AutoCAD SHX Text
10
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TOTAL MASS FOR ABUTMENTS (kg) =
AutoCAD SHX Text
15,971
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ABUTMENTS - BLACK STEEL REINFORCING SCHEDULE
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D
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C
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B
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A
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D
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C
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B
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G
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E
AutoCAD SHX Text
D
AutoCAD SHX Text
C
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B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
B
AutoCAD SHX Text
C
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B
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F
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B
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C
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Y
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- THE FOLLOWING BARS ARE TO BE THREADED AT ONE END TO MATCH BPI STANDARD BAR SPLICER SYSTEM OR APPROVED EQUAL: A-8 A-9 A-19(ON THE `D' DIMENSION) (ON THE `D' DIMENSION) A-22(ON THE `C' DIMENSION) (ON THE `C' DIMENSION) A-29 A-57 A-60 A-62 A-65
Job No. 11375
OF
LITTLE TRACADIE RIVER BRIDGE No. 2
PARISH OF SAUMAREZ
GLOUCESTER COUNTY
DEPARTMENT OF
TRANSPORTATION AND
INFRASTRUCTURE
Design Branch
REVISIONS DATENO.
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge Design Code Live Load
Contract No. DWG
Date
Checked By:
Approved By:
Compilation
Made By:
Drawing
Bridge No. File No.
Consultant
L695 13
CSA-S6-06 CL-625-ONT
XX
20
OCTOBER 2016
R.F.
V.J.L. V.J.L./R.F.
M.H.
20B
REINFORCING SCHEDULE
MABEY BRIDGE
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MARK
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No. BARS
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BARS SIZE
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LENGTH
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TYPE
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A
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B
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C
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D
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E
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F
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G
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H
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J
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K
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O
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R
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SHAPE
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LOCATION & REMARKS
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MASS
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B-1
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106
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25M
AutoCAD SHX Text
5700
AutoCAD SHX Text
A
AutoCAD SHX Text
775
AutoCAD SHX Text
4150
AutoCAD SHX Text
775
AutoCAD SHX Text
TRANSVERSE IN FOOTING (BOTTOM)
AutoCAD SHX Text
2,371
AutoCAD SHX Text
B-2
AutoCAD SHX Text
106
AutoCAD SHX Text
15M
AutoCAD SHX Text
5700
AutoCAD SHX Text
A
AutoCAD SHX Text
775
AutoCAD SHX Text
4150
AutoCAD SHX Text
775
AutoCAD SHX Text
TRANSVERSE IN FOOTING (TOP)
AutoCAD SHX Text
949
AutoCAD SHX Text
B-3
AutoCAD SHX Text
56
AutoCAD SHX Text
20M
AutoCAD SHX Text
11850
AutoCAD SHX Text
STR.
AutoCAD SHX Text
LONGITUDINAL IN FOOTING (TOP AND BOTTOM)
AutoCAD SHX Text
1,563
AutoCAD SHX Text
B-4
AutoCAD SHX Text
56
AutoCAD SHX Text
20M
AutoCAD SHX Text
2360
AutoCAD SHX Text
A
AutoCAD SHX Text
800
AutoCAD SHX Text
760
AutoCAD SHX Text
800
AutoCAD SHX Text
LONGITUDINAL STIRRUPS AT END OF FOOTING
AutoCAD SHX Text
311
AutoCAD SHX Text
B-5
AutoCAD SHX Text
78
AutoCAD SHX Text
15M
AutoCAD SHX Text
1900
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
1600
AutoCAD SHX Text
DOWEL FROM FOOTING INTO BREASTWALL (NEAR FACE)
AutoCAD SHX Text
233
AutoCAD SHX Text
B-6
AutoCAD SHX Text
70
AutoCAD SHX Text
20M
AutoCAD SHX Text
1950
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
1650
AutoCAD SHX Text
DOWEL FROM FOOTING INTO BREASTWALL (FAR FACE)
AutoCAD SHX Text
321
AutoCAD SHX Text
B-7
AutoCAD SHX Text
78
AutoCAD SHX Text
15M
AutoCAD SHX Text
4120
AutoCAD SHX Text
A
AutoCAD SHX Text
300
AutoCAD SHX Text
1360
AutoCAD SHX Text
2460
AutoCAD SHX Text
VERTICAL IN BREASTWALL (NEAR FACE)
AutoCAD SHX Text
505
AutoCAD SHX Text
B-8
AutoCAD SHX Text
70
AutoCAD SHX Text
20M
AutoCAD SHX Text
2550
AutoCAD SHX Text
STR.
AutoCAD SHX Text
VERTICAL IN BREASTWALL (FAR FACE)
AutoCAD SHX Text
420
AutoCAD SHX Text
B-9
AutoCAD SHX Text
20
AutoCAD SHX Text
20M
AutoCAD SHX Text
1150
AutoCAD SHX Text
STR.
AutoCAD SHX Text
VERTICAL IN BREASTWALL (FAR FACE)
AutoCAD SHX Text
54
AutoCAD SHX Text
B-10
AutoCAD SHX Text
26
AutoCAD SHX Text
20M
AutoCAD SHX Text
11660
AutoCAD SHX Text
STR.
AutoCAD SHX Text
HORIZONTAL IN BREASTWALL (NEAR FACE AND TOP)
AutoCAD SHX Text
714
AutoCAD SHX Text
B-11
AutoCAD SHX Text
12
AutoCAD SHX Text
15M
AutoCAD SHX Text
11660
AutoCAD SHX Text
STR.
AutoCAD SHX Text
HORIZONTAL IN BALLASTWALL (NEAR FACE AND TOP)
AutoCAD SHX Text
220
AutoCAD SHX Text
B-12
AutoCAD SHX Text
4
AutoCAD SHX Text
15M
AutoCAD SHX Text
7260
AutoCAD SHX Text
STR.
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HORIZONTAL IN BALLASTWALL CORBEL AT BRIDGE (NEAR FACE)
AutoCAD SHX Text
46
AutoCAD SHX Text
B-13
AutoCAD SHX Text
4
AutoCAD SHX Text
15M
AutoCAD SHX Text
1810
AutoCAD SHX Text
STR.
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HORIZONTAL IN BALLASTWALL CORBEL AT SIDEWALK (NEAR FACE)
AutoCAD SHX Text
11
AutoCAD SHX Text
B-14
AutoCAD SHX Text
4
AutoCAD SHX Text
15M
AutoCAD SHX Text
2660
AutoCAD SHX Text
STR.
AutoCAD SHX Text
HORIZONTAL IN BALLASTWALL (FAR FACE)
AutoCAD SHX Text
17
AutoCAD SHX Text
B-15
AutoCAD SHX Text
4
AutoCAD SHX Text
15M
AutoCAD SHX Text
1460
AutoCAD SHX Text
STR.
AutoCAD SHX Text
HORIZONTAL IN BALLASTWALL (FAR FACE)
AutoCAD SHX Text
9
AutoCAD SHX Text
B-16
AutoCAD SHX Text
2
AutoCAD SHX Text
15M
AutoCAD SHX Text
8200
AutoCAD SHX Text
STR.
AutoCAD SHX Text
HORIZONTAL IN BALLASTWALL (FAR FACE)
AutoCAD SHX Text
26
AutoCAD SHX Text
B-17
AutoCAD SHX Text
36
AutoCAD SHX Text
15M
AutoCAD SHX Text
11660
AutoCAD SHX Text
STR.
AutoCAD SHX Text
HORIZONTAL IN BALLASTWALL AND BREASTWALL (FAR FACE)
AutoCAD SHX Text
659
AutoCAD SHX Text
B-18
AutoCAD SHX Text
52
AutoCAD SHX Text
15M
AutoCAD SHX Text
1500
AutoCAD SHX Text
D
AutoCAD SHX Text
750
AutoCAD SHX Text
750
AutoCAD SHX Text
HORIZONTAL IN BREASTWALL AND BALLASTWALL (NEAR FACE)
AutoCAD SHX Text
122
AutoCAD SHX Text
B-19
AutoCAD SHX Text
78
AutoCAD SHX Text
15M
AutoCAD SHX Text
1360
AutoCAD SHX Text
A
AutoCAD SHX Text
300
AutoCAD SHX Text
460
AutoCAD SHX Text
600
AutoCAD SHX Text
VERTICAL IN BALLASTWALL (NEAR FACE)
AutoCAD SHX Text
167
AutoCAD SHX Text
B-20
AutoCAD SHX Text
25
AutoCAD SHX Text
15M
AutoCAD SHX Text
1440
AutoCAD SHX Text
D
AutoCAD SHX Text
410
AutoCAD SHX Text
1030
AutoCAD SHX Text
VERTICAL IN BALLASTWALL (FAR FACE) (SOUTH ABUTMENT)
AutoCAD SHX Text
57
AutoCAD SHX Text
B-21
AutoCAD SHX Text
25
AutoCAD SHX Text
15M
AutoCAD SHX Text
1130
AutoCAD SHX Text
G
AutoCAD SHX Text
520
AutoCAD SHX Text
200
AutoCAD SHX Text
410
AutoCAD SHX Text
368
AutoCAD SHX Text
368
AutoCAD SHX Text
VERTICAL IN BALLASTWALL (NEAR FACE) (SOUTH ABUTMENT)
AutoCAD SHX Text
44
AutoCAD SHX Text
B-22
AutoCAD SHX Text
48
AutoCAD SHX Text
15M
AutoCAD SHX Text
655
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
355
AutoCAD SHX Text
DOWEL - BALLASTWALL TO APPROACH SLAB
AutoCAD SHX Text
49
AutoCAD SHX Text
B-23
AutoCAD SHX Text
32
AutoCAD SHX Text
15M
AutoCAD SHX Text
2625
AutoCAD SHX Text
A
AutoCAD SHX Text
1100
AutoCAD SHX Text
425
AutoCAD SHX Text
1100
AutoCAD SHX Text
STIRRUPS IN WINGWALL EAST AND WEST
AutoCAD SHX Text
132
AutoCAD SHX Text
B-24
AutoCAD SHX Text
32
AutoCAD SHX Text
15M
AutoCAD SHX Text
3275
AutoCAD SHX Text
A
AutoCAD SHX Text
1425
AutoCAD SHX Text
425
AutoCAD SHX Text
1425
AutoCAD SHX Text
STIRRUPS IN WINGWALL EAST AND WEST
AutoCAD SHX Text
165
AutoCAD SHX Text
B-25
AutoCAD SHX Text
32
AutoCAD SHX Text
15M
AutoCAD SHX Text
3875
AutoCAD SHX Text
A
AutoCAD SHX Text
1725
AutoCAD SHX Text
425
AutoCAD SHX Text
1725
AutoCAD SHX Text
STIRRUPS IN WINGWALL EAST AND WEST
AutoCAD SHX Text
195
AutoCAD SHX Text
B-26
AutoCAD SHX Text
68
AutoCAD SHX Text
15M
AutoCAD SHX Text
1900
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
1600
AutoCAD SHX Text
DOWEL - FOOTING (BOTH WINGWALLS)
AutoCAD SHX Text
203
AutoCAD SHX Text
B-27
AutoCAD SHX Text
48
AutoCAD SHX Text
15M
AutoCAD SHX Text
3730
AutoCAD SHX Text
STR.
AutoCAD SHX Text
VERTICAL IN WINGWALL EAST AND WEST (BOTH FACES)
AutoCAD SHX Text
281
AutoCAD SHX Text
B-28
AutoCAD SHX Text
12
AutoCAD SHX Text
15M
AutoCAD SHX Text
2460
AutoCAD SHX Text
STR.
AutoCAD SHX Text
VERTICAL IN BREASTWALL EAST AND WEST (NEAR FACE)
AutoCAD SHX Text
46
AutoCAD SHX Text
B-29
AutoCAD SHX Text
8
AutoCAD SHX Text
15M
AutoCAD SHX Text
2550
AutoCAD SHX Text
STR.
AutoCAD SHX Text
VERTICAL IN WINGWALL FILLET (BOTH WINGWALLS)
AutoCAD SHX Text
32
AutoCAD SHX Text
B-30
AutoCAD SHX Text
16
AutoCAD SHX Text
15M
AutoCAD SHX Text
2860
AutoCAD SHX Text
STR.
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (NEAR FACE)
AutoCAD SHX Text
72
AutoCAD SHX Text
B-31
AutoCAD SHX Text
4
AutoCAD SHX Text
15M
AutoCAD SHX Text
3400
AutoCAD SHX Text
STR.
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (NEAR FACE)
AutoCAD SHX Text
21
AutoCAD SHX Text
B-32
AutoCAD SHX Text
4
AutoCAD SHX Text
15M
AutoCAD SHX Text
4000
AutoCAD SHX Text
STR.
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (NEAR FACE)
AutoCAD SHX Text
25
AutoCAD SHX Text
B-33
AutoCAD SHX Text
4
AutoCAD SHX Text
15M
AutoCAD SHX Text
4600
AutoCAD SHX Text
STR.
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (NEAR FACE)
AutoCAD SHX Text
29
AutoCAD SHX Text
B-34
AutoCAD SHX Text
4
AutoCAD SHX Text
15M
AutoCAD SHX Text
5200
AutoCAD SHX Text
STR.
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (NEAR FACE)
AutoCAD SHX Text
33
AutoCAD SHX Text
B-35
AutoCAD SHX Text
4
AutoCAD SHX Text
15M
AutoCAD SHX Text
5800
AutoCAD SHX Text
STR.
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (NEAR FACE)
AutoCAD SHX Text
36
AutoCAD SHX Text
B-36
AutoCAD SHX Text
42
AutoCAD SHX Text
15M
AutoCAD SHX Text
5460
AutoCAD SHX Text
STR.
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (NEAR FACE) AND SIDEWALK
AutoCAD SHX Text
360
AutoCAD SHX Text
B-37
AutoCAD SHX Text
20
AutoCAD SHX Text
20M
AutoCAD SHX Text
2250
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
1950
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
106
AutoCAD SHX Text
B-38
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
2380
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
2080
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
22
AutoCAD SHX Text
B-39
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
2780
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
2480
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
26
AutoCAD SHX Text
B-40
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
3180
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
2880
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
30
AutoCAD SHX Text
B-41
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
3580
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
3280
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
34
AutoCAD SHX Text
B-42
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
3980
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
3680
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
37
AutoCAD SHX Text
B-43
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
4380
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
4080
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
41
AutoCAD SHX Text
B-44
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
4780
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
4480
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
45
AutoCAD SHX Text
B-45
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
5180
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
4880
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
49
AutoCAD SHX Text
B-46
AutoCAD SHX Text
4
AutoCAD SHX Text
20M
AutoCAD SHX Text
5580
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
5280
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
53
AutoCAD SHX Text
B-47
AutoCAD SHX Text
22
AutoCAD SHX Text
20M
AutoCAD SHX Text
5745
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
5445
AutoCAD SHX Text
HORIZONTAL IN WINGWALL (FAR FACE)
AutoCAD SHX Text
298
AutoCAD SHX Text
B-48
AutoCAD SHX Text
8
AutoCAD SHX Text
20M
AutoCAD SHX Text
5000
AutoCAD SHX Text
STR.
AutoCAD SHX Text
SLOPED IN BOTTOM WINGWALL EAST AND WEST (BOTH FACES)
AutoCAD SHX Text
94
AutoCAD SHX Text
B-49
AutoCAD SHX Text
68
AutoCAD SHX Text
20M
AutoCAD SHX Text
2510
AutoCAD SHX Text
F
AutoCAD SHX Text
210
AutoCAD SHX Text
2000
AutoCAD SHX Text
300
AutoCAD SHX Text
212
AutoCAD SHX Text
160
AutoCAD SHX Text
212
AutoCAD SHX Text
HORIZONTAL IN FILLET WINGWALL EAST AND WEST
AutoCAD SHX Text
402
AutoCAD SHX Text
B-50
AutoCAD SHX Text
20
AutoCAD SHX Text
15M
AutoCAD SHX Text
2660
AutoCAD SHX Text
A
AutoCAD SHX Text
700
AutoCAD SHX Text
1260
AutoCAD SHX Text
700
AutoCAD SHX Text
LONGITUDINAL IN BEARING BLOCK
AutoCAD SHX Text
84
AutoCAD SHX Text
B-51
AutoCAD SHX Text
32
AutoCAD SHX Text
15M
AutoCAD SHX Text
2060
AutoCAD SHX Text
A
AutoCAD SHX Text
700
AutoCAD SHX Text
660
AutoCAD SHX Text
700
AutoCAD SHX Text
TRANSVERSE IN BEARING BLOCK
AutoCAD SHX Text
103
AutoCAD SHX Text
B-52
AutoCAD SHX Text
74
AutoCAD SHX Text
20M
AutoCAD SHX Text
1010
AutoCAD SHX Text
F
AutoCAD SHX Text
210
AutoCAD SHX Text
800
AutoCAD SHX Text
LONGITUDINAL IN APPROACH SLAB
AutoCAD SHX Text
176
AutoCAD SHX Text
B-53
AutoCAD SHX Text
74
AutoCAD SHX Text
25M
AutoCAD SHX Text
5860
AutoCAD SHX Text
STR.
AutoCAD SHX Text
LONGITUDINAL IN APPROACH SLAB (BOTTOM LOWER LAYER)
AutoCAD SHX Text
1,702
AutoCAD SHX Text
B-54
AutoCAD SHX Text
40
AutoCAD SHX Text
15M
AutoCAD SHX Text
7260
AutoCAD SHX Text
STR.
AutoCAD SHX Text
TRANSVERSE IN APPROACH SLAB (BOTTOM UPPER LAYER)
AutoCAD SHX Text
456
AutoCAD SHX Text
B-55
AutoCAD SHX Text
40
AutoCAD SHX Text
15M
AutoCAD SHX Text
7260
AutoCAD SHX Text
STR.
AutoCAD SHX Text
TRANSVERSE IN APPROACH SLAB (TOP LOWER LAYER)
AutoCAD SHX Text
456
AutoCAD SHX Text
B-56
AutoCAD SHX Text
50
AutoCAD SHX Text
15M
AutoCAD SHX Text
5860
AutoCAD SHX Text
STR.
AutoCAD SHX Text
LONGITUDINAL IN APPROACH SLAB (TOP UPPER LAYER)
AutoCAD SHX Text
460
AutoCAD SHX Text
B-57
AutoCAD SHX Text
48
AutoCAD SHX Text
15M
AutoCAD SHX Text
675
AutoCAD SHX Text
STR.
AutoCAD SHX Text
LONGITUDINAL IN APPROACH SLAB
AutoCAD SHX Text
51
AutoCAD SHX Text
B-58
AutoCAD SHX Text
34
AutoCAD SHX Text
15M
AutoCAD SHX Text
1775
AutoCAD SHX Text
Y
AutoCAD SHX Text
1575
AutoCAD SHX Text
200
AutoCAD SHX Text
1410
AutoCAD SHX Text
705
AutoCAD SHX Text
STIRRUPS IN SIDEWALK
AutoCAD SHX Text
95
AutoCAD SHX Text
B-59
AutoCAD SHX Text
38
AutoCAD SHX Text
15M
AutoCAD SHX Text
2920
AutoCAD SHX Text
B
AutoCAD SHX Text
200
AutoCAD SHX Text
1810
AutoCAD SHX Text
160
AutoCAD SHX Text
750
AutoCAD SHX Text
STIRRUPS IN SIDEWALK
AutoCAD SHX Text
174
AutoCAD SHX Text
B-60
AutoCAD SHX Text
50
AutoCAD SHX Text
20M
AutoCAD SHX Text
790
AutoCAD SHX Text
STR.
AutoCAD SHX Text
VERTICAL IN BALLASTWALL (FAR FACE)
AutoCAD SHX Text
93
AutoCAD SHX Text
B-61
AutoCAD SHX Text
50
AutoCAD SHX Text
15M
AutoCAD SHX Text
750
AutoCAD SHX Text
D
AutoCAD SHX Text
300
AutoCAD SHX Text
450
AutoCAD SHX Text
VERTICAL IN BALLASTWALL (FAR FACE)
AutoCAD SHX Text
59
AutoCAD SHX Text
B-62
AutoCAD SHX Text
78
AutoCAD SHX Text
15M
AutoCAD SHX Text
1150
AutoCAD SHX Text
STR.
AutoCAD SHX Text
VERTICAL IN BALLASTWALL (NEAR FACE)
AutoCAD SHX Text
141
AutoCAD SHX Text
B-63
AutoCAD SHX Text
5
AutoCAD SHX Text
15M
AutoCAD SHX Text
1210
AutoCAD SHX Text
D
AutoCAD SHX Text
560
AutoCAD SHX Text
650
AutoCAD SHX Text
VERTICAL IN BALLASTWALL (FAR FACE) (SOUTH ABUTMENT)
AutoCAD SHX Text
9
AutoCAD SHX Text
B-64
AutoCAD SHX Text
5
AutoCAD SHX Text
15M
AutoCAD SHX Text
1280
AutoCAD SHX Text
G
AutoCAD SHX Text
520
AutoCAD SHX Text
200
AutoCAD SHX Text
560
AutoCAD SHX Text
368
AutoCAD SHX Text
368
AutoCAD SHX Text
VERTICAL IN BALLASTWALL (NEAR FACE) (SOUTH ABUTMENT)
AutoCAD SHX Text
10
AutoCAD SHX Text
B-65
AutoCAD SHX Text
18
AutoCAD SHX Text
15M
AutoCAD SHX Text
1360
AutoCAD SHX Text
A
AutoCAD SHX Text
450
AutoCAD SHX Text
460
AutoCAD SHX Text
450
AutoCAD SHX Text
VERTICAL IN BALLASTWALL
AutoCAD SHX Text
38
AutoCAD SHX Text
B-66
AutoCAD SHX Text
25
AutoCAD SHX Text
15M
AutoCAD SHX Text
1700
AutoCAD SHX Text
D
AutoCAD SHX Text
670
AutoCAD SHX Text
1030
AutoCAD SHX Text
VERTICAL IN BALLASTWALL (FAR FACE) (NORTH ABUTMENT)
AutoCAD SHX Text
67
AutoCAD SHX Text
B-67
AutoCAD SHX Text
25
AutoCAD SHX Text
15M
AutoCAD SHX Text
1760
AutoCAD SHX Text
G
AutoCAD SHX Text
890
AutoCAD SHX Text
200
AutoCAD SHX Text
670
AutoCAD SHX Text
629
AutoCAD SHX Text
629
AutoCAD SHX Text
VERTICAL IN BALLASTWALL (NEAR FACE) (NORTH ABUTMENT)
AutoCAD SHX Text
69
AutoCAD SHX Text
B-68
AutoCAD SHX Text
5
AutoCAD SHX Text
15M
AutoCAD SHX Text
1470
AutoCAD SHX Text
D
AutoCAD SHX Text
820
AutoCAD SHX Text
650
AutoCAD SHX Text
VERTICAL IN BALLASTWALL (FAR FACE) (NORTH ABUTMENT)
AutoCAD SHX Text
12
AutoCAD SHX Text
B-69
AutoCAD SHX Text
5
AutoCAD SHX Text
15M
AutoCAD SHX Text
1910
AutoCAD SHX Text
G
AutoCAD SHX Text
890
AutoCAD SHX Text
200
AutoCAD SHX Text
820
AutoCAD SHX Text
629
AutoCAD SHX Text
629
AutoCAD SHX Text
VERTICAL IN BALLASTWALL (NEAR FACE) (NORTH ABUTMENT)
AutoCAD SHX Text
15
AutoCAD SHX Text
B-70
AutoCAD SHX Text
8
AutoCAD SHX Text
15M
AutoCAD SHX Text
790
AutoCAD SHX Text
STR.
AutoCAD SHX Text
VERTICAL IN WINGWALL FILLET (BOTH WINGWALLS)
AutoCAD SHX Text
10
AutoCAD SHX Text
TOTAL MASS FOR ABUTMENTS (kg) =
AutoCAD SHX Text
16,015
AutoCAD SHX Text
ABUTMENTS - BLACK STEEL REINFORCING SCHEDULE
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
A
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
G
AutoCAD SHX Text
E
AutoCAD SHX Text
D
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
D
AutoCAD SHX Text
E
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
B
AutoCAD SHX Text
F
AutoCAD SHX Text
B
AutoCAD SHX Text
C
AutoCAD SHX Text
Y
AutoCAD SHX Text
- THE FOLLOWING BARS ARE TO BE THREADED AT ONE END TO MATCH BPI STANDARD BAR SPLICER SYSTEM OR APPROVED EQUAL: B-8 B-9 B-19(ON THE `D' DIMENSION) (ON THE `D' DIMENSION) B-22(ON THE `C' DIMENSION) (ON THE `C' DIMENSION) B-29 B-57 B-60 B-62 B-70
