Pedestrian Bridge Design DWG Plan for AutoCAD

Plan view of the Bridge; elevation; reinforcement detail; retaining wall and debonding

Drawing labels, details, and other text information extracted from the CAD file:

group, group, all dimensions in mm beam conc slab conc. pile and retaining wall on north side not shown in detail on either side of the retaining wall will be backed up with loffelstein conc brick exposure conditions are severe cover for the piles is cover for the pile caps is for retaining wall is for all columns is for prestress is hand rails are embedded in concrete kerb. prestress strand is loaded to will be delivered to site by abnormal trucks., plan view of bridge and prestressed strands, pedestrian bridge design over mr at savanna park, title block completed, north arrow, rev. nr ……. signed …………………………………….., revisions marked, general notes:, key plan, setting out, drawing standard numbering compliant, structural steel drawing checklist, levels shown, section and details cross referenced, steel sections sizes checked, drawing status updated, steel notes, paint specs, title block completed, general notes, sleeves openings indicated, change in levels indicated, section and details cross reference, revisions marked, levels shown, columns numbered, setting out, key plan, north arrow, structural concrete drawing checklist, headroom clearance checked, rev. nr ……. signed …………………………………., drawing standard numbering compliant, flight direction indicated in stairs, finished allowed for in dimensions, load bearing brickwork indicated, sequence of dimensions, concrete strengths, loading table, drawing status updated, propping requirements noted, a. precast ribs: schedule of ribs, b. precast ribs: erection propping req., precast ribs:, title block completed, north arrow, rev. nr ……. signed …………………………………….., general notes, key plan, rain water pipes invert levels, foundation piling data block, setting out, columns numbered, cross references, levels and benchmark, revisions marked, stand boundaries, existing ground levels benchmarks, each foundation pile clearly labeled tabulated, existing sewer shown, grid lines, pile capacity level indicated, sections and details, sub surface drainage, drawing standard numbering compliant, foundation drawing checklist, drawing status updated, title block completed, north arrow, rev. nr ……. signed …………………………………….., general notes correct, key plan, boundaries shown, information arrows, road marking drawing checklist, stop sign lines, yield sign lines, guidance markings, control signs, warning markings, parking paraplegic bays signs, drawing standard numbering comliant, speed humps, drawing status updated, drawing to local authority specifications, title block completed, north arrow, rev. nr ……. signed …………………………………….., general notes correct, key plan, boundaries indicated, manhole numbers, trench details, other services clashes checked, pipe details type and class, diameter, bedding, gradient, invert levels, drawing standard numbering compliant, sewer reticulation layout and longsections checklist, position of existing sewers indicated, manhole positions and sizes, scales indicated, drawing status updated, title block completed, north arrow, rev. nr ……. signed …………………………………….., key plan, stormwater paving layout checklist, reference note

Raw text data extracted from CAD file:

GROUP 1 ENCV4GS 1 1 A GROUP 1 GROUP 1 GROUP 1 GROUP 1 20/04/12 1. ALL DIMENSIONS IN MM 2. BEAM CONC 60MPa 3. SLAB CONC. 40MPa 4.DRAWINGS PILE AND RETAINING WALL ON NORTH SIDE NOT SHOWN IN DETAIL 5.SOIL ON EITHER SIDE OF THE RETAINING WALL WILL BE BACKED UP WITH LOFFELSTEIN CONC BRICK 6. EXPOSURE CONDITIONS ARE SEVERE 7. COVER FOR THE PILES IS 40MM 8. COVER FOR THE PILE CAPS IS 40MM 9.COVER FOR RETAINING WALL IS 40MM 10.COVER FOR ALL COLUMNS IS 40MM 11.COVER FOR PRESTRESS IS 35MM 12.STEEL HAND RAILS ARE EMBEDDED IN A 150MM CONCRETE KERB. 13.EACH PRESTRESS STRAND IS LOADED TO 115KN 14.PRESTRESS WILL BE DELIVERED TO SITE BY ABNORMAL TRUCKS. PLAN VIEW OF BRIDGE AND PRESTRESSED STRANDS PEDESTRIAN BRIDGE DESIGN OVER MR 85 AT SAVANNA PARK 1. Title block completed 3. North arrow Rev. Nr ....... Signed ............................................ 9. Revisions marked 2. General notes: 4. Key plan 5. Setting out 10. Drawing standard & numbering compliant STRUCTURAL STEEL DRAWING - CHECKLIST 6. Levels shown 7. Section and details cross referenced 8. Steel sections - sizes checked 11. Drawing status updated 2a. Steel notes 2b. Paint specs X X X X X X X X X X X X 1. Title block completed 2. General notes 11. RWP’s, sleeves & openings indicated 10. Change in levels indicated 8. Section and details cross reference 9. Revisions marked 7. Levels shown 6. Columns numbered 5. Setting out 4. Key plan 3. North arrow STRUCTURAL CONCRETE DRAWING - CHECKLIST 18. Headroom clearance checked Rev. Nr ....... Signed ........................................ 19. Drawing standard & numbering compliant 17. Flight direction indicated in stairs 16. Finished allowed for in dimensions 15. Load bearing brickwork indicated 12. Sequence of dimensions 14. Concrete strengths 13. Loading table 20. Drawing status updated 21. Non-typical propping requirements noted a. Precast ribs: Schedule of ribs b. Precast ribs: Erection & propping req. 22. Precast ribs: X X X X X X X X X X X X X X X X X X X X X X X 1. Title block completed 3. North arrow Rev. Nr ....... Signed ............................................ 2. General notes 4. Key plan 17. Rain water pipes / invert levels 5. Foundation piling data block 6. Setting out 7. Columns numbered 8. Cross references 9. Levels and benchmark 10. Revisions marked 11. Stand boundaries 12. Existing ground Levels / benchmarks 13. Each foundation / pile clearly labeled / tabulated 14. Existing sewer shown 15. Grid lines 16. Pile capacity & cut-off level indicated 18. Sections and details 19. Sub surface drainage 20. Drawing standard & numbering compliant FOUNDATION DRAWING - CHECKLIST 21. Drawing status updated X X X X X X X X X X X X X X X X X X X X X 1. Title block completed 3. North arrow Rev. Nr ....... Signed ............................................ 2. General notes correct 4. Key plan 5. Boundaries shown 6. Information arrows ROAD MARKING DRAWING - CHECKLIST 7. Stop sign / lines 8. Yield sign / lines 10. Guidance markings 9. Control signs 11. Warning markings 12. Parking / paraplegic bays & signs 14. Drawing standard & numbering comliant 13. Speed humps 15. Drawing status updated 16. Drawing to local authority specifications X X X X X X X X X X X X X X X X 1. Title block completed 3. North arrow Rev. Nr ....... Signed ............................................ 2. General notes correct 4. Key plan 5. Boundaries indicated 8. Manhole numbers 9. Trench details 12. Other services clashes checked 11. Pipe details : Type and class : Diameter : Bedding : Gradient : Invert levels 13. Drawing standard & numbering compliant SEWER RETICULATION LAYOUT AND LONGSECTIONS - CHECKLIST 6. Position of existing sewers indicated 7. Manhole positions and sizes 10. Scales indicated 14. Drawing status updated X X X X X X X X X X X X X X X X X X 1. Title block completed 3. North arrow Rev. Nr ....... Signed ............................................ 4. Key plan STORMWATER & PAVING LAYOUT - CHECKLIST 2. Reference notes indicated 6. Road levels, slopes & cross-falls shown 5. Position of existing stormwater indicated 7. Pipe details: - Types and class - Diameter - Invert levels and gradient - Trench and bedding details 9. Boundaries indicated 11. Other services checked for clash 10. Reference to details 13. Drawing standard & numbering compliant 12. Scales indicated 8. Manhole, grid & kerb inlet positions and sizes 14. Drawing Status Updated X X X X X X X X X X X X X X X X X 1. Title block completed 3. North arrow Rev. Nr ....... Signed ............................................ 2. General notes correct 4. Key plan WATER RETICULATION LAYOUT - CHECKLIST 6. Connections to erven indicated 7. Sluice valves indicated 8. Junction details indicated 9. Fire hydrants indicated 10. Existing water mains indicated 11. Pipe schedule / test data indicated 12. Supply reservoir Indicated 13. Drawing standard & numbering compliant 5. Pipe details - Type and class - Diameter - Trench and bedding detail 14. Drawing status updated X X X X X X X X X X X X X X X X 1. Title block completed 3. North arrow Rev. Nr ....... Signed ............................................ 2. General notes correct 4. Key plan 5. Boundaries / road reserves indicated 6. Position of existing & new services indicated 7. Water courses indicated 8. Setting out, survey grids & benchmarks 9. Road details - Intersections - Kerbs with haunching - Road dimensions - Layerworks specification 14. Drawing standard & numbering compliant ROAD LAYOUT & LONGSECTIONS - CHECKLIST 10. Horizontal alignment - Points of intersection - Beginning and end of curves - Centerline with chainages 11. Vertical alignment - NGL line - Vertical alignment line - Vertical curves details - Scales - Services 15. Drawing status updated 16. Drawing to local authority specifications X X X X X X X X X X X X X X X X X X X X X X X 1. Schedules / drawings cross reference 3. Schedules have the correct weight Rev. Nr ....... Signed ............................................ 2. Schedules contain beam, column, foundation sizes 4. Stools, spacers detailed and scheduled 5. Possible clashes with connecting reinforcement checked REINFORCED CONCRETE CHECKLIST 6. Bending dimensions compatible with member dimensions 7. Concrete cover specified 8. Beams and columns numbered 9. Levels shown 10. Key Plan 11. Drawing Standard & Numbering 12. Title 13. Drawing Status Updated 14. Mesh reference 15. Lap lengths correct X X X X X X X X X X X X X X X 1. Title block completed 3. North arrow Rev. Nr ....... Signed ............................................ 2. General notes 4. Key plan 6. Existing structures indicated EARTHWORKS DRAWING - CHECKLIST 5. Setting out, survey grids, boundaries & benchmarks 7. Existing services indicated 8. Contours 9. New / design levels 10. Batters specified 11. Compaction specified 12. Sections shown 14. Drawing standard & numbering compliant 13. Stormwater management indicated 15. Drawing status updated 16. Unbulked/thight quantities updated X X X X X X X X X X X X X X X X P1 INITIAL ISSUE 47 65 46 43 42 49 47 38 36 45 30 4623.436046967601 4623.436046967601 4623.436046967601 4623.436046967601 4623.436046967601 4623.436046967601 4623.436046967601 4623.436046967601 4623.436046967601 4623.436046967601 4623.436046967601 0 01/01/2009 ABCD ISSUED FOR CONSTRUCTION AA BB X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X DO NOT SCALE APPROVED: PROJECT No: DRAWN: SCALE @ A1: TITLE: PROJECT: DRAWING No: DESIGNED: CHECKED: DATE: REV: COURSE: STUDENT NUMBER: REV DRAWING STATUS: DATE BY DESCRIPTION CHK APD KEY PLAN NOTES CURRENT DRAWING ISSUED TO: LEC ( ).EXT ( ).IN ( ) \A1;Y25-(02)-250 \A1;Y20-(04)-200 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\A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;400 \A1;688 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;40 \A1;65 \A1;2750 \A1;1401 \A1;521 \A1;2176 \A1;2176 \A1;1376 \A1;800 \A1;800 \A1;865 \A1;1065 \A1;50 \A1;100 \A1;50 \A1;143 \A1;4760 \A1;ASSUME BEAM TAKES A 1/3 STAIR SPAN \A1;150 \A1;250 \A1;250 \A1;4000 \A1;500 \A1;1200 \A1;3700 \A1;3700 \A1;3700 \A1;4000 \A1;1700 \A1;2750 \A1;1401 \A1;3692 \A1;900 \A1;3000 \A1;230 \A1;22000 \A1;23033 \A1;521 \A1;143 \A1;1400 \A1;22000 \A1;23037 \A1;800 \A1;800 \A1;2176 \A1;600 \A1;2250 \A1;143 \A1;2750 \A1;9000 \A1;400 \A1;600 \A1;600 \A1;400 \A1;500 \A1;13390 \A1;11938 \A1;1140 \A1;2750 \A1;250 \A1;1700 \A1;4000 \A1;3700 \A1;3700 \A1;3700 \A1;3700 \A1;3700 \A1;600 \A1;800 \A1;8000 \A1;1676 \A1;8000 \A1;4000 \A1;2000 \A1;2000 \A1;2000 \A1;300 \A1;300 \A1;500 \A1;1000 \A1;1000 \A1;100 \A1;400 \A1;400 \A1;400 \A1;800 \A1;600 \A1;22000 \A1;125 \A1;150 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;65 \A1;150 \A1;4400 \A1;4400 \A1;4400 \A1;4400 \A1;4400 \A1;1400 \A1;865 \A1;50 \A1;100 \A1;400 \A1;3900 \A1;500 \A1;2000 \A1;900 \A1;500 \A1;8000 \A1;4000 \A1;2000 \A1;2000 \A1;2000 \A1;300 \A1;300 \A1;500 \A1;1000 \A1;1000 \A1;2418 \A1;500 \A1;3400 \A1;865 \A1;50 \A1;3548 \A1;3000 \A1;500 \A1;180 \A1;250 TYPICAL SECTION THROUGH NORTH ABUTMENT SCALE 1:100 -33438.00619234075 TYPICAL SECTION THROUGH SOUTH ABUTMENT SCALE 1:100 R8-02-350 16Y32 \A1;Y32-(01)-200 -33438.00619234075 Y32-(03)-250 -33438.00619234075 Y32-(01)-100 -33438.00619234075 Y32-(03)-150 R8-02-350 16Y32 -33438.00619234075 -33438.00619234075 TYPICAL SECTION THROUGH NORTH WING WALLS SCALE 1:100 TYPICAL SECTION THROUGH SOUTH WING WALLS SCALE 1:100 -33438.00619234075 Y32-(01)-150 -33438.00619234075 Y32-(03)-250 TYPICAL 1m d PILE SECTION B-B 16Y32 R8-02-350 R8-02-350 16Y32 R8-02-350 16Y32 R8-02-350 16Y32 -33438.00619234075 -33438.00619234075 SECTION A-A SECTION B-B 16Y32 R8-02-350 R8-02-350 16Y32 TYPICAL 0.8m d PILE 10Y32 R8-02-350 1m d PILE 1m d PILE 1m d PILE 1m d PILE R8-02-350 16Y32 R8-02-350 16Y32 -33438.00619234075 \A1;Y32-(01)-200 -33438.00619234075 Y32-(03)-150 0.8m d PILE 0.8m d PILE R8-02-350 16Y32 R8-02-350 R8-02-350 16Y32 0.8m d PILE 0.8m d PILE TYPICAL 1m d PILE 16Y32 R8-02-350 TYPICAL 0.8m d PILE 10Y32 R8-02-350 18 risers @ 180 = 3240 2752 o/all 600 1500 400 Landing 351.000 SECTION B-B 500 600x500 DP SPINE BEAM LANDING 352.000 351.500 400 19 risers @ 180 = 3420 18 Treads @ 280 17 Treads @ 280 1140 GROUND LINE AT PIERS 600x500 PIER ROAD LEVEL 1000 PRECAST CONCRETE TREADS WITH INSITU KERBS & POLYMER STEEL HANDRAILS EMBEDDED INTO CONC 351.255 351.750 C Extg CARRIAGEWAY 3000 C C PIER BEARING 1% Slope 352.535 351.700 351.179 359.650 359.438 356.00 352.834 1% SLOPE -33438.00619234075 -33438.00619234075 -33438.00619234075 RETAINING WALL SCALE 1 : ? CHATSWORTH 352 Y 16000 Y 15950 BENCHMARK 3 350 356 356 348 WL 350 73 WL 351 11 BM3 352 71 B 351 21 350 91 ERC 351 46 B 351 76 ER 351 80 352 90 B 353 60 ER 353 40 ER 353 68 350 70 B 353 91 T 356 33 T 356 15 351 46 352 22 356 60 T 356 38 353 02 356 49 356 04 ERB 354 70 ERC 354 37 ERC 354 12 T 353 80 B 353 04 T 352 48 B 352 14 TC 352 52 EB/P 353 60 EB/P 353 53 P 353 45 T 353 27 353 23 353 06 T 352 25 352 33 351 60 ER 353 21 T 351 02 ER 352 62 350 62 ER 352 02 ERC 351 59 ER 350 73 ER 350 41 NEWX 356 61 ER 350 99 353 00 B 353 84 ER 354 24 B 354 22 T 355 75 T 356 18 B 355 83 B 355 01 T 356 37 356 34 SB 355 91 ER 355 32 356 82 357 08 5500 6100 6100 4900 C C C FUTURE C/WAY FUTURE DUAL C/WAY 8750 8750 THEORETICAL EDGE OF ROAD EDGE OF FUTURE ROAD EDGE OF FUTURE ROAD ACTUAL EDGE OF ROAD ACTUAL EDGE OF ROAD NORTH 1% Slope 350 351 353 354 352 351 350 349 356 357 365 THEORETICAL EDGE OF ROAD CONCRETE PAVED PATHWAY A A C MR85 (EXIST CARRIAGEWAY) MR85 (EXIST CARRIAGEWAY) PLAN - PEDESTRIAN BRIDGE 22000 B B 357 24 Guardrail Guardrail BUS LAYBY PAINTED ISLAND BUS LAYBY 359.650 100í SCUPPER 600 600 359.430 PINETOWN 1200 3700 3700 2400 LANE LANE SHLDR SHLDR FOR SETTING OUT OF BRIDGE REFER TO DWG. STC 3247/2 X 306650 X 306650 9000 NEW STAIR DOWN EMBANKMENT 2750 2750 1:200 I - BEAM SECTION PRESTRESS REINFORCED ONLY N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 N/A N/A I - BEAM SECTION NON-REINFORCED I - Beam Section DEBONDED x = 2m and 5m -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 DEBONDIONG ALONG LEFT LENGTH OF BEAM PRESTRESS REINFORCED ONLY x = 0m and 1m x = 1m and 2m x = 3m and 4m x = 4m and 5m x = 5m and 6m -33438.00619234075 x = 6m and 7m 60 MPa CONC. -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 I - BEAM SECTION PRESTRESS REINFORCED ONLY N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 I - Beam Section DEBONDED x = 0m and 2m N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) SLAB CONC. 40 MPa Y10 TOP REINFORCING COMPLETE REINFORCING DETAILS ON SLAB DESIGN Y16 BOTTOM REINFORCING COMPLETE REINFORCING DETAILS ON SLAB DESIGN N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 22 STRANDS @ 12.5 mm DIAMETRE at 115 kN -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) SLAB CONC. 40 MPa Y10 TOP REINFORCING COMPLETE REINFORCING DETAILS ON SLAB DESIGN Y16 BOTTOM REINFORCING COMPLETE REINFORCING DETAILS ON SLAB DESIGN SECTION SHOWING LEFT HAND SIDE BRIDGE BEAM AND SLAB COMPLETE REINFORCING INCLUDING BEAM TO SLAB CONNECTION SECTION SHOWING RIGHT HAND SIDE BRIDGE BEAM AND SLAB COMPLETE REINFORCING INCLUDING BEAM TO SLAB CONNECTION -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 I - BEAM SECTION AND SLAB PRESTRESSED REINFORCING ONLY N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 22 STRANDS @ 12.5 mm DIAMETRE. -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 SLAB CONC. 40 MPa N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 22 STRANDS @ 12.5 mm DIAMETRE. -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) SECTION SHOWING LEFT HAND SIDE BRIDGE BEAM AND SLAB COMPLETE REINFORCING (NO BEAM TO SLAB CONNECTION) SHAPE CODE 60 SHAPE CODE 60 -33438.00619234075 N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) SHAPE CODE 60-SANS 282:2004 -33438.00619234075 SECTION SHOWING LEFT HAND SIDE BRIDGE BEAM AND SLAB COMPLETE REINFORCING Y10-200-01-T1 C/C Y16-200-01-C/C Y10-200-01-T2 C/C 22 STRANDS @ 12.5 mm DIAMETRE. EACH STRAND STRESSED AT 115 kN. ALL COVER AT 35mm SABS 0100 PART 2 SHAPE CODE 60-SANS 282:2004 SHAPE CODE 52-SANS SHAPE CODE 52-SANS B 359.650 359.438 N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 22 STRANDS @ 12.5 mm DIAMETRE. -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) SECTION SHOWING LEFT HAND SIDE BRIDGE BEAM AND SLAB COMPLETE REINFORCING (NO BEAM TO SLAB CONNECTION) SHAPE CODE 52-SANS -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 DEBONDIONG ALONG RIGHT LENGTH OF BEAM PRESTRESS REINFORCED ONLY x = 0m and 1m x = 1m and 2m x = 3m and 4m x = 4m and 5m x = 5m and 6m -33438.00619234075 x = 6m and 7m I - BEAM SECTION PRESTRESS REINFORCED ONLY N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 3700 3700 3700 1200 3850 LANE LANE LANE C Extg CARRIAGEWAY 3000 600 800 22000 C C BEARING C PIER BEARING 200 1% Slope 352.535 351.700 351.000 ELEVATION A-A OUTCROPPING 359.650 359.430 356.00 1:100 4000 BUS LANE SANDSTONE ROCK 1700 352.834 SIDEWALK -33438.00619234075 1% SLOPE N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) SHAPE CODE 60 I-BEAM AND SLAB COMPLETED REINFORCING OF BEAM ONLY -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 LANE LANE LANE BUS LANE SIDE WALK -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 RUBBER BEARING DESIGNED TO ENGINEERING SPECIFICATIONS COLUMN CAP 2172X600X200 B A A C C -33438.00619234075 -33438.00619234075 -33438.00619234075 1% Slope ELEVATION A-A OF BRIDGE SHOWING SPECIFIED SLOPE AND ANGLE 150MM REINFORCED CONC SLAB 25MM SCREED SLOPED @ 1% PRESTRESSED I-BEAM @ 60 MPa TENDONS AND REINFORCING SHOWN IN DETAILION SECTION\H0.6667x; PLAN VIEW OF NEW PEDESTRIAN BRIGDE AT SPECIFIED SLOPE AND ANGLE INDICATED EAST NORTH B -33438.00619234075 -33438.00619234075 -33438.00619234075 B A A C C -33438.00619234075 -33438.00619234075 -33438.00619234075 1% Slope PLAN VIEW OF NEW PEDESTRIAN BRIGDE AT NON-SPECIFIED SLOPE AND ANGLE INDICATED NORTH 600X800 COLUMNS 30MPa CONC COVER 35MM 2176X600X200 THICK COLUMN CAP 30MPa CONC 35MM COVER -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 PRESTRESSED STRANDS EACH AT 115 kN -33438.00619234075 -33438.00619234075 -33438.00619234075 600X800 COLUMNS 30MPa CONC COVER 35MM 2176X600X200 THICK COLUMN CAP 30MPa CONC 35MM COVER -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 PRESTRESSED I-BEAMS -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 19 RISERS @ 180mm 18 TREADS @ 280mm -33438.00619234075 18 RISERS @ 180mm 17 TREADS @ 280mm -33438.00619234075 -33438.00619234075 22 RISERS @ 180mm 21 TREADS @ 280mm -33438.00619234075 MIN CLEAR HIEGHT DIST -33438.00619234075 PLAN VIEW OF I-BEAM SHOWING POSITION OF PRESTRESSEDSTRANDS SLAB BOTTOM REINFORCEMENT PLAN -33438.00619234075 -33438.00619234075 8Y10@400-B2 111Y16@200-B1 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 SHAPE CODE 60-SANS 282:2004 -33438.00619234075 SECTION C-C SHOWING REINFORCEMENT OF SLAB AND I BEAM LINKS Y10-200-01-T1 111Y16@200-B1 SHAPE CODE 60-SANS 282:2004 5Y10@200-B2 SLAB TOP REINFORCEMENT PLAN -33438.00619234075 -33438.00619234075 111Y10@200-B1 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 PLAN OF PILE POSITIONING BELOW RETAINING WALL SCALE 1: 4Y12 R8 LINKS @125 4Y12 R8 LINKS @125 4Y12 R8 LINKS @125 0.4m DIAMETER PILE 0.4m DIAMETER PILE SECTION THROUGH RETAINING WALL SHOWING PILE REINFORCEMENT SCALE 1: SHAPE CODE 34-SANS 282:2004 C C SHAPE CODE 34-SANS 282:2004 SLAB REINFORCEMENT DEBONDING ALONG LENGTH OF THE BEAM pRESTRESSED REINFORCED ONLY ANGELED BEAM LENGTH -33438.00619234075 BEAM REINFORCEMENT AND SECTIONS -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 TYPICAL 0.4m d PILE 4Y12 R8-350 -33438.00619234075 N/A N/A 22 STRANDS @ 12.5 mm DIAMETRE. -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) SHAPE CODE 52-SANS SHAPE CODE 60-SANS 282:2004 SECTION OF I - BEAM COMPLETE REINFORCING (NO BEAM TO SLAB CONNECTION) SCALE 1:15 N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) SHAPE CODE 60 I-BEAM AND SLAB COMPLETED REINFORCING OF BEAM ONLY -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 R10 LINKS REINFORCING CAGE SHAPE CODE 52-SANS SIDE VIEW F-F SHEAR REINFORCING ALONG LENGTH OF BEAM COMPLETE REINFORCING SCALE 1:50 -33438.00619234075 R10 REINFORCEMENT CAGE (MILD STEEL) R10 LINKS REINFORCING CAGE N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) I-BEAM AND SLAB COMPLETED REINFORCING OF BEAM ONLY -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 R10 LINKS REINFORCING CAGE SHAPE CODE 52-SANS SIDE VIEW E-E OF SHEAR REINFORCING ALONG LENGTH OF BEAM COMPLETE REINFORCING SCALE 1:50 -33438.00619234075 R10 REINFORCEMENT CAGE (MILD STEEL) R10 LINKS REINFORCING CAGE -33438.00619234075 -33438.00619234075 111Y10@200-B1 Y10-200-01-T1 Y16@200-B1 E E E E F F 3000 C PIER 351.700 351.179 359.438 -33438.00619234075 -33438.00619234075 -33438.00619234075 RUBBER BEARING DESIGNED TO ENGINEERING SPECIFICATIONS COLUMN CAP 2172X600X200 EAST -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 800x600 COLUMN DETAILED DESIGN TO FOLLOW PART OF SECTION A-A -33438.00619234075 -33438.00619234075 -33438.00619234075 STEEL HANDRAILS EMBEDDED INTO CONC STEEL HANDRAILS EMBEDDED INTO CONC 397kN 397kN -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 C Extg CARRIAGEWAY C C PIER BEARING 1% Slope 352.535 351.700 351.179 359.650 359.438 356.00 352.834 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 LANE LANE LANE BUS LANE SIDE WALK -33438.00619234075 -33438.00619234075 -33438.00619234075 RUBBER BEARING DESIGNED TO ENGINEERING SPECIFICATIONS COLUMN CAP 2172X600X200 ELEVATION A-A OF BRIDGE SHOWING SPECIFIED SLOPE AND ANGLE 150MM REINFORCED CONC SLAB 25MM SCREED SLOPED @ 1% PRESTRESSED I-BEAM @ 60MPa TENDONS AND REINFORCING SHOWN IN DETAILION SECTION\H0.6667x; EAST STEEL HANDRAILS EMBEDDED INTO CONC -33438.00619234075 240kN -33438.00619234075 B -33438.00619234075 -33438.00619234075 -33438.00619234075 B A A C C -33438.00619234075 -33438.00619234075 1% Slope PLAN VIEW OF NEW PEDESTRIAN BRIGDE AT NON-SPECIFIED SLOPE AND ANGLE INDICATED NORTH 600X800 COLUMNS 30MPa CONC COVER 35MM 2176X600X200 THICK COLUMN CAP 30MPa CONC 35MM COVER -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 PRESTRESSED I-BEAMS -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 19 RISERS @ 180mm 18 TREADS @ 280mm -33438.00619234075 18 RISERS @ 180mm 17 TREADS @ 280mm -33438.00619234075 -33438.00619234075 22 RISERS @ 180mm 21 TREADS @ 280mm\H0.5x; -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 SIDE WALK LANE LANE LANE BUS LANE COLUMN REINFORCEMENT PLAN SCALE: 1:10 -33438.00619234075 -33438.00619234075 9Y32 R8@400 RETAINING WALL DETAILED DESIGN SHOWN SEPERATLEY -33438.00619234075 500X300 COLUMNS 30MPa CONC COVER 35MM 1876X500X200 THICK COL CAP -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 4Y12 R8 LINKS @125 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 PLAN OF PILE POSITIONING BELOW RETAINING WALL SCALE 1: -33438.00619234075 -33438.00619234075 4Y12 R8 LINKS @125 4Y12 R8 LINKS @125 0.4m DIAMETER PILE 0.4m DIAMETER PILE SECTION THROUGH RETAINING WALL SHOWING PILE REINFORCEMENT SCALE 1: -33438.00619234075 4Y12 22 STRANDS @ 12.5 mm DIAMETRE at 115 kN 22 STRANDS @ 12.5 mm DIAMETRE at 115 kN 22 STRANDS @ 12.5 mm DIAMETRE at 115 kN -33438.00619234075 SECTION J-J OF SHEAR REINFORCING AND ANCHORAGE ALONG LENGTH OF BEAM R10 @ 400 REINFORCING CAGE R10 LINKS ANCHOURAGE AREAS 2Y16@150 ANCHOURAGE AREAS USE 2Y16@200 SPACINGS ANCHOURAGE AREAS USE 2Y16@200 SPACINGS ANCHOURAGE AREAS USE 2Y16@200 SPACINGS 600X800 COLUMNS 30MPa CONC COVER 35MM -33438.00619234075 -33438.00619234075 PRESTRESSED STRANDS EACH AT 115 kN -33438.00619234075 N/A N/A -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) PLAN VIEW OF I BEAM TOP ANCHOURAGE REINFORCEMENT SHAPE CODE 60 -33438.00619234075 ANCHOURAGE AREAS USE 2Y16@200 SPACINGS I I 2Y16@150 SPACINGS -33438.00619234075 SECTION SHOWING RIGHT HAND SIDE BRIDGE BEAM AND SLAB COMPLETE REINFORCING INCLUDING BEAM TO SLAB CONNECTION J J -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 240kN -33438.00619234075 1% SLOPE -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 4Y12 R8 LINKS @125 4Y12 R8 LINKS @125 0.4m DIAMETER PILE 0.4m DIAMETER PILE SECTION THROUGH RETAINING WALL SHOWING PILE REINFORCEMENT SCALE 1: -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 4Y12 R8 LINKS @125 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 PLAN OF PILE POSITIONING BELOW RETAINING WALL SCALE 1: -33438.00619234075 -33438.00619234075 -33438.00619234075 1% SLOPE -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 -33438.00619234075 \A1;150 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;1000 \A1;150 \A1;125 \A1;400 \A1;150 \A1;125 \A1;400 \A1;150 \A1;125 \A1;400 \A1;150 \A1;125 \A1;400 \A1;688 \A1;1376 \A1;125 \A1;150 \A1;688 \A1;1376 \A1;125 \A1;150 \A1;100 \A1;40 \A1;100 \A1;40 \A1;688 \A1;1376 \A1;125 \A1;150 \A1;688 \A1;1376 \A1;125 \A1;150 \A1;688 \A1;1376 \A1;125 \A1;150 \A1;688 \A1;1376 \A1;125 \A1;150 \A1;688 \A1;1376 \A1;125 \A1;150 \A1;688 \A1;1376 \A1;125 \A1;150 \A1;688 \A1;1376 \A1;125 \A1;150 1000 1000 1000 \A1;150 \A1;125 \A1;400 \A1;688 \A1;1376 \A1;125 \A1;150 \A1;22000 \A1;1200 \A1;3700 \A1;3700 \A1;3700 \A1;4000 \A1;1700 \A1;2750 \A1;23037 \A1;1401 \A1;2750 \A1;22000 \A1;23037 \A1;2750 \A1;800 \A1;800 \A1;2176 \A1;600 \A1;2250 \A1;5669 \A1;125 \A1;150 \A1;688 \A1;1376 \A1;125 \A1;150 \A1;1000 \A1;400 \A1;688 \A1;1376 \A1;125 \A1;150 \A1;1000 \A1;400 \A1;400 \A1;2750 \A1;1401 \A1;2176 \A1;1376 \A1;1200 \A1;3700 \A1;3700 \A1;3700 \A1;4000 \A1;1700 \A1;2750 \A1;22000 \A1;22000 \A1;23037 \A1;800 \A1;800 \A1;2176 \A1;600 \A1;2250 \A1;400 \A1;800 \A1;22000 \A1;125 \A1;150 \A1;400 \A1;300 \A1;3400 \A1;3548 \A1;Y25-(02)-250 \A1;Y20-(04)-200 \A1;Y20-(02)-150 \A1;Y20-(04)-200 \A1;1000 \A1;1000 \A1;Y25-(02)-250 \A1;Y20-(04)-200 \A1;1000 \A1;1000 \A1;Y20-(02)-200 \A1;Y20-(04)-250 \A1;4000 \A1;2400 \A1;600 \A1;500 \A1;300 \A1;200 \A1;850 \A1;200 \A1;100 \A1;50 \A1;300 \A1;40 \A1;50 \A1;50 \A1;260 \A1;100 \A1;40 \A1;40 \A1;50 \A1;50 \A1;100 \A1;40 \A1;40 \A1;50 \A1;50 \A1;260 \A1;100 \A1;40 \A1;40 \A1;50 \A1;50 \A1;260 \A1;100 \A1;40 \A1;688 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;688 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;260 \A1;100 \A1;40 \A1;100 \A1;40 \A1;688 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;688 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;688 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;300 \A1;40 \A1;50 \A1;65 \A1;688 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;300 \A1;40 \A1;50 \A1;688 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;65 \A1;688 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;688 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;300 \A1;40 \A1;50 \A1;40 \A1;50 \A1;50 \A1;100 \A1;40 \A1;260 \A1;100 \A1;40 \A1;230 \A1;688 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;22000 \A1;850 \A1;3692 \A1;900 \A1;3000 \A1;230 \A1;22000 \A1;23037 \A1;143 \A1;521 \A1;2750 \A1;9000 \A1;143 \A1;2750 \A1;9000 \A1;800 \A1;800 \A1;2176 \A1;600 \A1;22000 \A1;2752 \A1;500 \A1;400 \A1;600 \A1;600 \A1;400 \A1;500 \A1;13390 \A1;11938 \A1;1140 \A1;2750 \A1;400 \A1;22000 \A1;2752 \A1;22000 \A1;2750 \A1;8000 \A1;4000 \A1;2000 \A1;2000 \A1;2000 \A1;100 \A1;400 \A1;22000 \A1;3900 \A1;500 \A1;2000 \A1;900 \A1;500 \A1;\U+220524 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;688 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;688 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;40 \A1;65 \A1;521 \A1;2176 \A1;800 \A1;800 \A1;865 \A1;1065 \A1;50 \A1;150 \A1;50 \A1;143 \A1;250 \A1;250 \A1;4000 \A1;500 \A1;4000 \A1;900 \A1;3000 \A1;230 \A1;23033 \A1;143 \A1;1400 \A1;143 \A1;2750 \A1;9000 \A1;400 \A1;600 \A1;600 \A1;400 \A1;500 \A1;13390 \A1;11938 \A1;1140 \A1;2750 \A1;250 \A1;1700 \A1;4000 \A1;3700 \A1;600 \A1;800 \A1;8000 \A1;1676 \A1;8000 \A1;4000 \A1;2000 \A1;2000 \A1;2000 \A1;300 \A1;300 \A1;500 \A1;1000 \A1;1000 \A1;100 \A1;400 \A1;400 \A1;600 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;40 \A1;50 \A1;65 \A1;150 \A1;4400 \A1;1400 \A1;865 \A1;50 \A1;100 \A1;400 \A1;3900 \A1;500 \A1;2000 \A1;900 \A1;500 \A1;2418 \A1;500 \A1;3000 \A1;500 \A1;180 \A1;250 GROUP 1 ENCV4GS 1 3 C GROUP 1 GROUP 1 GROUP 1 GROUP 1 20/04/12 1. ALL DIMENSIONS IN MM 2. BEAM CONC 60MPa 3. SLAB CONC. 40MPa 4. ALL PILES ARE 400MM DIAMETER 5. NORTHERN PILES ARE 11M LONG, SOUTHERN PILES ARE 9M LONG 6.DRAWINGS PILE AND RETAINING WALL ON NORTH SIDE NOT SHOWN IN DETAIL 7.COVER FOR THE PILES IS 40MM 8.COVER FOR THE PILE CAPS IS 40MM 9.COVER FOR RETAINING WALL IS 40MM 10.COVER FOR PRESTRESS BEAM IS 35MM 11.COVER FOR PILES IS 40MM 12.COVER FOR ALL COLUMNS IS 40MM 13.COVER FOR THE SLAB IS 40MM 13.SOIL ON EITHER SIDE OF THE RETAINING WALL WILL BE BACKED UP WITH LOFFELSTEIN CONC BRICK 14. EXPOSURE CONDITIONS ARE SEVERE 15. COVER TO ALL CONCRETE (EXCEPT PRESTRESSED) IS 40MM 16. STEEL HAND RAILS ARE EMBEDDED IN A 150MM CONCRETE KERB. 17. EACH PRESTRESS STRAND IS LOADED TO 115KN 18. PRESTRESS WILL BE DELIVERED TO SITE BY ABNORMAL TRUCKS. 19.STEEL HAND RAILS ARE EMBEDDED IN A 150MM CONCRETE KERB. PEDESTRIAN BRIDGE DESIGN OVER MR 85 AT SAVANNA PARK GROUP 1 ENCV4GS 1 5 E GROUP 1 GROUP 1 GROUP 1 GROUP 1 20/04/12 1. ALL DIMENSIONS IN MM 2.60MPa CONCRETE USED FOR THE PRESTRESSED BEAM, 40 MPa FOR THE SLAB. 3 30MPa CONCRETE USED FOR COLUMNS, RETAINING WALL AND PILE CAPS 4.SOIL ON EITHER SIDE OF THE RETAINING WALL WILL BE BACKED UP WITH LOFFELSTEIN CONC BRICK 5. EXPOSURE CONDITIONS ARE SEVERE 6. COVER TO ALL COLUMNS IS 40MM 7. COVER FOR THE SLAB IS 8.COVER FOR PRESTRESS BEAM IS 35MM 9. STEEL HAND RAILS ARE EMBEDDED IN A 150MM CONCRETE KERB. 10. EACH PRESTRESS STRAND IS LOADED TO 115KN 11. PRESTRESS WILL BE DELIVERED TO SITE BY ABNORMAL TRUCKS. PEDESTRIAN BRIDGE DESIGN OVER MR 85 AT SAVANNA PARK \A1;250 \A1;1200 \A1;3700 \A1;3700 \A1;3700 \A1;1375 \A1;812 \A1;812 \A1;1200 \A1;1200 \A1;512 \A1;900 1000 1000 1000 1000 \A1;1000 \A1;400 \A1;40 \A1;688 \A1;1376 \A1;125 \A1;150 \A1;688 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;125 \A1;150 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;100 \A1;688 \A1;1376 \A1;125 \A1;150 \A1;688 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;40 \A1;65 \A1;688 \A1;1376 \A1;688 \A1;1376 \A1;688 \A1;40 \A1;688 \A1;40 \A1;65 \A1;688 \A1;1376 \A1;125 \A1;150 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;688 \A1;100 \A1;688 \A1;1376 \A1;125 \A1;150 \A1;688 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;40 \A1;50 \A1;688 \A1;1376 \A1;125 \A1;150 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;688 \A1;100 \A1;688 \A1;1376 \A1;125 \A1;150 \A1;688 \A1;100 \A1;50 \A1;50 \A1;100 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;4400 \A1;600 \A1;1375 \A1;600 \A1;812 \A1;812 \A1;1200 \A1;1200 \A1;4760 \A1;3240 \A1;3240 \A1;4755 \A1;5669 \A1;500 300 500 \A1;100 \A1;400 \A1;3900 \A1;900 \A1;500 \A1;100 \A1;400 \A1;3900 \A1;500 \A1;2000 \A1;900 \A1;500 \A1;8000 \A1;4000 \A1;2000 \A1;2000 \A1;2000 \A1;300 \A1;300 \A1;500 \A1;1000 \A1;1000 \A1;812 \A1;812 598 \A1;8000 \A1;4000 \A1;2000 \A1;2000 \A1;2000 \A1;300 \A1;300 \A1;500 \A1;1000 \A1;1000 \A1;8000 \A1;4000 \A1;2000 \A1;2000 \A1;2000 \A1;300 \A1;300 \A1;500 \A1;1000 \A1;1000 \A1;800 \A1;600 \A1;600 \A1;1600 \A1;600 \A1;600 \A1;800 \A1;2418 \A1;865 \A1;50 \A1;4800 \A1;500 \A1;1400 \A1;2418 \A1;1065 \A1;200 GROUP 1 ENCV4GS 1 2 B GROUP 1 GROUP 1 20/04/12 1. ALL DIMENSIONS IN MM 2. ALL CONCRETE EXCEPT PRESTRESS \W2.30952; BEAMS IS 3. SLAB CONC. 30MPa 3. ALL PILES ARE 400MM IN DIAMETER 4. NORTH PILES ARE 11M LONG, SOUTH PILES ARE 9M LONG 5. EXPOSURE CONDITIONS ARE SEVERE 6.COVER FOR THE PILES IS 40MM 7.COVER FOR THE PILE CAPS IS 40MM 8.COVER FOR RETAINING WALL IS 40MM 9. COVER FOR PRESTRESS BEAM IS 35MM 10.COVER FOR ALL COLUMNS IS 40MM 11.COVER FOR SLAB IS 12. SOIL ON EITHER SIDE OF THE RETAINING WALL WILL BE BACKED UP WITH LOFFELSTEIN CONC BRICK 13. BEARING ARE PROVIDED AT THE CONNECTION INTERFACE BETWEEN THE BEAM AND THE COLUMN CAP 14. STEEL HAND RAILINGS ARE EMBEDDED ON A 100MM KERB 15. STAIRCASE LOADING WAS NOT CONSIDERED IN THE DESIGN OF THE COLUMN PEDESTRIAN BRIDGE DESIGN OVER MR 85 AT SAVANNA PARK GROUP 1 ENCV4GS 1 6 F GROUP 1 GROUP 1 GROUP 1 GROUP 1 20/04/12 1. ALL DIMENSIONS IN MM 2. BEAM CONC 60MPa 3. SLAB CONC. 40MPa 4.DRAWINGS PILE AND RETAINING WALL ON NORTH SIDE NOT SHOWN IN DETAIL 5. EXPOSURE CONDITIONS ARE SEVERE 6. COVER FOR SLAB IS 35MM 7. COVER FOR PRESTRESS BEAM IS 35MM 8. STEEL HAND RAILS ARE EMBEDDED IN A 150MM CONCRETE KERB. 9. EACH PRESTRESS STRAND IS LOADED TO 115KN 10. PRESTRESS WILL BE DELIVERED TO SITE BY ABNORMAL TRUCKS. PEDESTRIAN BRIDGE DESIGN OVER MR 85 AT SAVANNA PARK GROUP 1 ENCV4GS 1 7 G GROUP 1 GROUP 1 GROUP 1 GROUP 1 20/04/12 1. ALL DIMENSIONS IN MM 2. BEAM CONC 60MPa 3. SLAB CONC. 40MPa 4.DRAWINGS PILE AND RETAINING WALL ON NORTH SIDE NOT SHOWN IN DETAIL 5. EXPOSURE CONDITIONS ARE SEVERE 6. COVER FOR SLAB IS 35MM 7. COVER FOR PRESTRESS BEAM IS 35MM 8. STEEL HAND RAILS ARE EMBEDDED IN A 150MM CONCRETE KERB. 9. EACH PRESTRESS STRAND IS LOADED TO 115KN 10. PRESTRESS WILL BE DELIVERED TO SITE BY ABNORMAL TRUCKS. PEDESTRIAN BRIDGE DESIGN OVER MR 85 AT SAVANNA PARK \A1;125 \A1;150 \A1;50 \A1;50 \A1;40 \A1;400 \A1;300 \A1;40 \A1;50 \A1;100 TYPICAL SECTION THROUGH NORTH ABUTMENT SCALE 1:100 Y25-(02)-250 TYPICAL SECTION THROUGH SOUTH ABUTMENT SCALE 1:100 R8-02-350 16Y32 \A1;Y32-(01)-200 Y20-(04)-200 Y32-(03)-250 Y20-(02)-150 Y32-(01)-100 Y20-(04)-200 Y32-(03)-150 R8-02-350 16Y32 5 5 TYPICAL SECTION THROUGH NORTH WING WALLS SCALE 1:100 TYPICAL SECTION THROUGH SOUTH WING WALLS SCALE 1:100 Y25-(02)-250 Y32-(01)-150 Y20-(04)-200 Y32-(03)-250 TYPICAL 1m d PILE SECTION B-B 16Y32 R8-02-350 R8-02-350 16Y32 R8-02-350 16Y32 R8-02-350 16Y32 5 5 SECTION A-A SECTION B-B 16Y32 R8-02-350 R8-02-350 16Y32 TYPICAL 0.8m d PILE 10Y32 R8-02-350 1m d PILE 1m d PILE 1m d PILE 1m d PILE R8-02-350 16Y32 R8-02-350 16Y32 Y20-(02)-200 \A1;Y32-(01)-200 Y20-(04)-250 Y32-(03)-150 0.8m d PILE 0.8m d PILE R8-02-350 16Y32 R8-02-350 R8-02-350 16Y32 0.8m d PILE 0.8m d PILE TYPICAL 1m d PILE 16Y32 R8-02-350 TYPICAL 0.8m d PILE 10Y32 R8-02-350 18 risers @ 180 = 3240 2752 o/all 600 1500 400 Landing 351.000 500 600x500 DP SPINE BEAM LANDING 352.000 351.500 400 19 risers @ 180 = 3420 18 Treads @ 280 17 Treads @ 280 1140 GROUND LINE AT PIERS 600x500 PIER ROAD LEVEL 1000 PRECAST CONCRETE TREADS WITH INSITU KERBS & POLYMER STEEL HANDRAILS EMBEDDED INTO CONC 351.255 351.750 C Extg CARRIAGEWAY 3000 C C PIER BEARING 1% Slope 352.535 351.700 351.179 359.650 359.438 356.00 352.834 1% SLOPE 5 5 5 RETAINING WALL SCALE 1 : ? CHATSWORTH 352 Y 16000 Y 15950 BENCHMARK 3 350 356 356 348 WL 350 73 WL 351 11 BM3 352 71 B 351 21 350 91 ERC 351 46 B 351 76 ER 351 80 352 90 B 353 60 ER 353 40 ER 353 68 350 70 B 353 91 T 356 33 T 356 15 351 46 352 22 356 60 T 356 38 353 02 356 49 356 04 ERB 354 70 ERC 354 37 ERC 354 12 T 353 80 B 353 04 T 352 48 B 352 14 TC 352 52 EB/P 353 60 EB/P 353 53 P 353 45 T 353 27 353 23 353 06 T 352 25 352 33 351 60 ER 353 21 T 351 02 ER 352 62 350 62 ER 352 02 ERC 351 59 ER 350 73 ER 350 41 NEWX 356 61 ER 350 99 353 00 B 353 84 ER 354 24 B 354 22 T 355 75 T 356 18 B 355 83 B 355 01 T 356 37 356 34 SB 355 91 ER 355 32 356 82 357 08 5500 6100 6100 4900 C C C FUTURE C/WAY FUTURE DUAL C/WAY 8750 8750 THEORETICAL EDGE OF ROAD EDGE OF FUTURE ROAD EDGE OF FUTURE ROAD ACTUAL EDGE OF ROAD ACTUAL EDGE OF ROAD NORTH 1% Slope 350 351 353 354 352 351 350 349 356 357 365 THEORETICAL EDGE OF ROAD CONCRETE PAVED PATHWAY A A C MR85 (EXIST CARRIAGEWAY) MR85 (EXIST CARRIAGEWAY) PLAN - PEDESTRIAN BRIDGE 22000 B B 357 24 Guardrail Guardrail BUS LAYBY PAINTED ISLAND BUS LAYBY 359.650 100í SCUPPER 600 600 359.430 PINETOWN 1200 3700 3700 2400 LANE LANE SHLDR SHLDR FOR SETTING OUT OF BRIDGE REFER TO DWG. STC 3247/2 X 306650 X 306650 9000 NEW STAIR DOWN EMBANKMENT 2750 2750 1:200 I - BEAM SECTION PRESTRESS REINFORCED ONLY N/A N/A 5 5 5 5 5 5 5 5 5 N/A N/A I - BEAM SECTION NON-REINFORCED I - BEAM SECTION DEBONDED x = 2m and 5m 5 5 5 5 5 5 SECTION E-E DEBONDIONG ALONG LEFT LENGTH OF BEAM PRESTRESS REINFORCED ONLY x = 0m and 1m x = 1m and 2m x = 3m and 4m x = 4m and 5m x = 5m and 6m 5 x = 6m and 7m 60 MPa CONC. 5 5 5 5 5 5 5 5 5 I - BEAM SECTION PRESTRESS REINFORCED ONLY N/A N/A 5 5 5 5 5 5 5 5 N/A N/A 5 5 5 5 5 5 5 5 5 N/A N/A 5 5 5 5 5 5 5 5 5 I-BEAM SECTION DEBONDED x = 0m and 2m N/A N/A 5 5 5 5 5 5 5 5 100 5 5 5 5 5 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) SLAB CONC. 40 MPa Y10 TOP REINFORCING COMPLETE REINFORCING DETAILS ON SLAB DESIGN Y16 BOTTOM REINFORCING COMPLETE REINFORCING DETAILS ON SLAB DESIGN N/A N/A 5 5 5 22 STRANDS @ 12.5 mm DIAMETRE at 115 kN 5 5 5 5 5 100 5 5 5 5 5 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) SLAB CONC. 40 MPa Y10 TOP REINFORCING COMPLETE REINFORCING DETAILS ON SLAB DESIGN Y16 BOTTOM REINFORCING COMPLETE REINFORCING DETAILS ON SLAB DESIGN SECTION SHOWING LEFT HAND SIDE BRIDGE BEAM AND SLAB COMPLETE REINFORCING INCLUDING BEAM TO SLAB CONNECTION SECTION SHOWING RIGHT HAND SIDE BRIDGE BEAM AND SLAB COMPLETE REINFORCING INCLUDING BEAM TO SLAB CONNECTION 5 5 5 5 5 5 5 5 5 I - BEAM SECTION AND SLAB PRESTRESSED REINFORCING ONLY N/A N/A 5 5 5 22 STRANDS @ 12.5 mm DIAMETRE. 5 5 5 5 5 100 5 5 5 5 5 SLAB CONC. 40 MPa N/A N/A 5 5 5 22 STRANDS @ 12.5 mm DIAMETRE. 5 5 5 5 5 100 5 5 5 5 5 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) N/A N/A 5 5 5 5 5 5 5 5 100 5 5 5 5 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) SECTION SHOWING LEFT HAND SIDE BRIDGE BEAM AND SLAB COMPLETE REINFORCING (NO BEAM TO SLAB CONNECTION) SHAPE CODE 60 SHAPE CODE 60 5 N/A N/A 5 5 5 5 5 5 5 5 100 5 5 5 5 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) N/A N/A 5 5 5 5 5 5 5 5 100 5 5 5 5 5 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) SHAPE CODE 60-SANS 282:2004 5 SECTION SHOWING LEFT HAND SIDE BRIDGE BEAM AND SLAB COMPLETE REINFORCING Y10-200-01-T1 C/C Y16-200-01-C/C Y10-200-01-T2 C/C 22 STRANDS @ 12.5 mm DIAMETRE. EACH STRAND STRESSED AT 115 kN. ALL COVER AT 35mm SABS 0100 PART 2 SHAPE CODE 60-SANS 282:2004 SHAPE CODE 52-SANS SHAPE CODE 52-SANS B 359.650 359.438 N/A N/A 5 5 5 22 STRANDS @ 12.5 mm DIAMETRE. 5 5 5 5 5 100 5 5 5 5 5 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) N/A N/A 5 5 5 5 5 5 5 5 100 5 5 5 5 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) SECTION SHOWING LEFT HAND SIDE BRIDGE BEAM AND SLAB COMPLETE REINFORCING (NO BEAM TO SLAB CONNECTION) SHAPE CODE 52-SANS 5 5 SECTION F-F DEBONDIONG ALONG RIGHT LENGTH OF BEAM PRESTRESS REINFORCED ONLY x = 0m and 1m x = 1m and 2m x = 3m and 4m x = 4m and 5m x = 5m and 6m 5 x = 6m and 7m I - BEAM SECTION PRESTRESS REINFORCED ONLY N/A N/A 5 5 5 5 5 5 5 5 5 5 5 3700 3700 3700 1200 3850 LANE LANE LANE C Extg CARRIAGEWAY 3000 600 800 22000 C C BEARING C PIER BEARING 200 1% Slope 352.535 351.700 351.000 ELEVATION A-A OUTCROPPING 359.650 359.430 356.00 1:100 4000 BUS LANE SANDSTONE ROCK 1700 352.834 SIDEWALK 5 1% SLOPE N/A N/A 5 5 5 5 5 5 5 5 100 5 5 5 5 5 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) SHAPE CODE 60 I-BEAM AND SLAB COMPLETED REINFORCING OF BEAM ONLY 5 5 5 5 5 5 5 5 5 5 5 5 5 5 22000 LANE LANE LANE BUS LANE SIDE WALK 5 5 5 5 5 RUBBER BEARING DESIGNED TO ENGINEERING SPECIFICATIONS COLUMN CAP 2172X600X200 B A A C C 5 9000 5 1% Slope ELEVATION A-A OF BRIDGE SHOWING SPECIFIED SLOPE AND ANGLE 150MM REINFORCED CONC SLAB 25MM SCREED SLOPED @ 1% PRESTRESSED I-BEAM @ 60 MPa TENDONS AND REINFORCING SHOWN IN DETAILION SECTION\H0.6667x; PLAN VIEW OF NEW PEDESTRIAN BRIGDE AT SPECIFIED SLOPE AND ANGLE INDICATED EAST NORTH B 5 5 5 B A A C C 5 9000 5 1% Slope PLAN VIEW OF NEW PEDESTRIAN BRIGDE AT NON-SPECIFIED SLOPE AND ANGLE INDICATED NORTH 600X800 COLUMNS 30MPa CONC COVER 35MM 2176X600X200 THICK COLUMN CAP 30MPa CONC 35MM COVER 5 5 5 5 PRESTRESSED STRANDS EACH AT 115 kN 5 5 5 600X800 COLUMNS 30MPa CONC COVER 35MM 2176X600X200 THICK COLUMN CAP 30MPa CONC 35MM COVER 5 5 5 5 PRESTRESSED I-BEAMS 5 5 5 5 5 5 5 19 RISERS @ 180mm 18 TREADS @ 280mm 1140 18 RISERS @ 180mm 17 TREADS @ 280mm 5 5 22 RISERS @ 180mm 21 TREADS @ 280mm 5 MIN CLEAR HIEGHT DIST 5 PLAN VIEW OF I-BEAM SHOWING POSITION OF PRESTRESSEDSTRANDS SCALE 1:50 SLAB BOTTOM REINFORCEMENT SCALE 1:50 5 2752 8Y10@400-B2 111Y16@200-B1 SLAB TOP REINFORCEMENT PLAN SCALE 1:50 5 5 111Y10@200-B1 5 5 5 5 5 5 5 PLAN OF PILE POSITIONING BELOW RETAINING WALL SCALE 1: 4Y12 R8 LINKS @125 4Y12 R8 LINKS @125 4Y12 R8 LINKS @125 0.4m DIAMETER PILE 0.4m DIAMETER PILE SECTION THROUGH RETAINING WALL SHOWING PILE REINFORCEMENT SCALE 1: F F SLAB REINFORCEMENT DEBONDING ALONG LENGTH OF THE BEAM pRESTRESSED REINFORCED ONLY ANGELED BEAM LENGTH 5 BEAM REINFORCEMENT AND SECTIONS 5 5 5 5 5 TYPICAL 0.4m d PILE 4Y12 R8-350 5 N/A N/A 5 5 5 5 5 100 5 5 5 5 5 R10 LINKS REINFORCING CAGE Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) SHAPE CODE 52-SANS SHAPE CODE 60-SANS 282:2004 SECTION OF I - BEAM COMPLETE REINFORCING (NO BEAM TO SLAB CONNECTION) SCALE 1:15 N/A N/A 5 5 5 5 5 5 5 5 100 5 5 5 5 5 Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) SHAPE CODE 60 I-BEAM AND SLAB COMPLETED REINFORCING OF BEAM ONLY 5 5 R10 LINKS REINFORCING CAGE SHAPE CODE 52-SANS SIDE VIEW G-G SHEAR REINFORCING AND LINK ALONG LENGTH OF BEAM SCALE 1:20 R10 BARS N/A N/A 5 5 5 5 5 5 5 5 100 5 5 5 5 5 Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) I-BEAM AND SLAB COMPLETED REINFORCING OF BEAM ONLY 5 5 5 R10 LINKS REINFORCING CAGE SHAPE CODE 52-SANS SECTION H-H OF SHEAR REINFORCING ALONG PART OF BEAM COMPLETE REINFORCING SCALE 1:50 R10 REINFORCEMENT CAGE (MILD STEEL) R10 LINKS REINFORCING CAGE 5 5 111Y10@200-B1 Y10-200-01-T1 Y16@200-B1 H H E E G G 3000 C PIER 351.700 351.179 359.438 5 5 5 RUBBER BEARING DESIGNED TO ENGINEERING SPECIFICATIONS COLUMN CAP 2172X600X200 EAST 5 5 5 5 5 5 5 800x600 COLUMN DETAILED DESIGN TO FOLLOW PART OF SECTION A-A 5 150 5 STEEL HANDRAILS EMBEDDED INTO CONC STEEL HANDRAILS EMBEDDED INTO CONC 397kN 397kN 5 5 5 5 5 C Extg CARRIAGEWAY C PIER 1% Slope 352.535 351.456 359.650 359.438 356.00 352.834 4000 5 5 5 5 5 5 5 5 5 5 22000 LANE LANE LANE BUS LANE SIDE WALK 5 RUBBER BEARING DESIGNED TO ENGINEERING SPECIFICATIONS COLUMN CAP 2172X600X200 ELEVATION A-A OF BRIDGE SCALE 1:75 150MM REINFORCED CONC SLAB 25MM SCREED SLOPED @ 1% PRESTRESSED I-BEAM @ 60MPa TENDONS AND REINFORCING SHOWN IN DETAILION SECTION\H0.6667x; EAST STEEL HANDRAILS EMBEDDED INTO CONC 5 240kN 5 5 5 5 A A C 5 9000 1% Slope PLAN VIEW OF NEW PEDESTRIAN BRIGDE SCALE 1:100 NORTH 600X800 COLUMNS 30MPa CONC COVER 35MM 2176X600X200 THICK COLUMN CAP 30MPa CONC 35MM COVER 5 5 5 5 PRESTRESSED I-BEAMS 5 5 5 5 5 5 5 19 RISERS @ 180mm 18 TREADS @ 280mm 1140 18 RISERS @ 180mm 17 TREADS @ 280mm 5 5 22 RISERS @ 180mm 21 TREADS @ 280mm\H0.5x; 5 5 5 5 SIDE WALK LANE LANE LANE BUS LAY-BY COLUMN REINFORCEMENT PLAN SCALE: 1:10 5 5 6Y32 R8@400 RETAINING WALL DETAILED DESIGN SHOWN SEPERATLEY 5 500X300 COLUMNS 30MPa CONC COVER 35MM 2176X600X200 THICK COL CAP 5 5 5 5 5 5 4Y12 R8 LINKS @125 5 5 5 5 5 PLAN OF PILE POSITIONING BELOW RETAINING WALL SCALE 1: 5 5 4Y12 R8 LINKS @125 4Y12 R8 LINKS @125 0.4m DIAMETER PILE 0.4m DIAMETER PILE SECTION THROUGH RETAINING WALL SHOWING PILE REINFORCEMENT SCALE 1: 5 22 STRANDS @ 12.5 mm DIAMETRE at 115 kN 22 STRANDS @ 12.5 mm DIAMETRE at 115 kN 5 SECTION J-J OF SHEAR REINFORCING AND ANCHORAGE ALONG LENGTH OF BEAM R10 @ 400 REINFORCING CAGE R10 LINKS ANCHOURAGE AREAS 2Y16@150 600X800 COLUMNS 30MPa CONC COVER 35MM 5 5 PRESTRESSED STRANDS EACH AT 115 kN 5 N/A N/A 5 5 5 5 5 100 5 5 5 5 5 PLAN VIEW OF I BEAM TOP ANCHOURAGE REINFORCEMENT SCALE 1:50 SHAPE CODE 60 5 ANCHOURAGE AREAS USE 2Y16@200 SPACINGS I I 2Y16@150 SPACINGS 5 \W5.26190; SECTION I-I BRIDGE BEAM AND SLAB \W0.28571; ANCHORING REINFORCING \W5.35714; SCALE 1:10 J J 5 240kN 5 1% SLOPE 5 5 5 5 4Y12 R8 LINKS @125 4Y12 R8 LINKS @125 0.4m DIAMETER PILE 0.4m DIAMETER PILE SECTION THROUGH RETAINING WALL SHOWING PILE REINFORCEMENT SCALE 1: 5 5 5 5 5 5 5 5 5 5 5 5 5 250 5 5 5 5 C 800x600 0.4m d PILE 5 5 5 5 5 PLAN OF PILE CAP B0TTOM REINFORCING BELOW COLUMN SECTION A-A SCALE 1:30 6Y16 R8@400 C/C 6Y32 5 5 8Y25@350 C/C 8Y25@350 C/C 0.4m DIAMETER PILE R8@125 4Y12 SECTION K-K THROUGH COLUMN SHOWING PILE REINFORCEMENT SCALE 1:30 800X600 R10 LINKS @ 400 C/C F F x = 1m and 2m 5 5 5 5 x = 2m and 3m 5 5 SIDE VIEW G-G SHEAR REINFORCING AND PRESTRESS STRANDS ALONG LENGTH OF BEAM SCALE 1:50 PRESTRESS STRANDS R10 LINKS @ 400 C/C 5 SHAPE CODE 34-SANS 282:2004 N/A N/A 5 5 5 5 5 5 5 5 100 5 5 5 5 5 Y10 @ 400mm C/C R10 REINFORCEMENT CAGE (MILD STEEL) I-BEAM AND SLAB COMPLETED REINFORCING OF BEAM ONLY SCALE 1:20 R10 LINKS SHAPE CODE 52-SANS G G N/A N/A 5 5 5 5 5 100 5 5 5 5 5 Y10 @ 400mm C/C R10 REINFORCEMENT CAGE (MILD STEEL) SHAPE CODE 60 I-BEAM REINFORCING OF BEAM ONLY SCALE 1:10 R10 LINKS SHAPE CODE 52-SANS N/A N/A 5 5 5 5 5 5 5 5 100 5 5 5 5 5 Y10 @ 400mm SPACING SHEAR REINFORCING R10 REINFORCEMENT CAGE (MILD STEEL) R10 LINKS REINFORCING CAGE SHAPE CODE 52-SANS 5 5 H H 5 5 5 5 N/A 5 5 5 5 SHAPE CODE 60-SANS 282:2004 5 SECTION F-F SHOWING REINFORCEMENT OF SLAB AND I BEAM LINKS Y10-200-01-T1 111Y16@200-B1 SHAPE CODE 60-SANS 282:2004 5Y10@200-B2 SHAPE CODE 34-SANS 282:2004 SHAPE CODE 34-SANS 282:2004 N/A N/A 5 5 5 5 5 5 5 5 100 5 5 5 5 5 Y10 @ 400mm C/C R10 REINFORCEMENT CAGE (MILD STEEL) SHAPE CODE 60 R10 LINKS SHAPE CODE 52-SANS N/A N/A 5 5 5 5 5 5 5 5 100 5 5 5 N/A N/A 5 5 5 5 5 5 5 5 100 5 5 5 5 5 Y10 @ 400mm C/C R10 REINFORCEMENT CAGE (MILD STEEL) SHAPE CODE 60 R10 LINKS SHAPE CODE 52-SANS SECTION SHOWING RIGHT HAND SIDE BRIDGE BEAM AND SLAB COMPLETE REINFORCING INCLUDING BEAM TO SLAB CONNECTION N/A N/A 5 5 5 5 5 5 5 5 100 5 5 5 5 5 Y10 @ 400mm C/C R10 REINFORCEMENT CAGE (MILD STEEL) SHAPE CODE 60 R10 LINKS SHAPE CODE 52-SANS SECTION SHOWING RIGHT HAND SIDE BRIDGE BEAM AND SLAB COMPLETE REINFORCING INCLUDING BEAM TO SLAB CONNECTION 22 STRANDS @ 12.5 mm DIAMETRE at 115 kN 22 STRANDS @ 12.5 mm DIAMETRE at 115 kN 5 R10 LINKS @ 400 C/C DETAILED FRONT VIEW OD BEAM AND SLAB SECTION C-C SCALE 1:10 R8@400 C/C Y10 LINKS TYPICAL 0.4m d PILE SCALE 1:10 6Y16 R8-350 K 5 5 5 5 5 5 PLAN OF PILE CAP POSITIONING OF TOP REINFORCING BELOW THE COLUMN SCALE 1: 30 5 R8@400 C/C 8Y25@350 C/C ALL PILES ON NORTH SIDE ARE 11m DEEP 5 5 5 5 SECTION B-B OF BRIDGE SCALE 1:75 5669 5 351.855 PLAN VIEW OF REINFORCED COLUMN CAP SCALE 1:15 5 5 4Y12 R8 LINKS @125 4Y12 R8 LINKS @125 0.4m DIAMETER PILE SECTION THROUGH RETAINING WALL SHOWING PILE REINFORCEMENT SCALE 1:50 5 5 5 5 5 Y16@200 Y16@200 Y25@350 Y25@400 Y25@400 Y25@400 COLUMN ABOVE RETAINING WALL REINFORCEMENT PLAN SCALE: 1:10 5 5 R8@120-C/C 6Y12 5 5 4Y12 R8 LINKS @125 4Y12 R8 LINKS @125 0.4m DIAMETER PILE SECTION THROUGH RETAINING WALL CONNECTION WITH COLUMN AND SHOWING PILE REINFORCEMENT SCALE 1:50 5 5 5 Y16@200 Y16@200 Y25@350 Y25@400 Y25@400 Y25@400 6Y12 R8@120-C/C SHAPE CODE 32 SHAPE CODE 32 5 5 5 5 5 5 5 5 5 5 PLAN OF PILE POSITIONING BELOW RETAINING WALL SCALE 1: R8 LINKS @125 5 5 K 5 B B 5 5 5 5 5 5 5 5 5 5 PLAN OF PILE POSITIONING BELOW RETAINING WALL AND BOTTOM REINFORCEMENT SCALE 1: 50 Y25@400-B1 Y25@400-B2 5 5 5 5 5 5 5 5 5 5 PLAN OF PILE POSITIONING BELOW RETAINING WALL AND TOP REINFORCEMENT SCALE 1: 50 Y25@350-T1 Y25@400-T2 1% SLOPE 5 5 5 5 5 5 5 5 SECTION C-C RETAINING WALL AND BRIDGE SCALE 1:50 22 RISERS @ 180mm 21 TREADS @ 280mm\H0.5x; LOFELSTEIN CONC. BLOCKS TO HOLD BACK SOIL LOFELSTEIN CONC. BLOCKS TO HOLD BACK SOIL LOFELSTEIN CONC. BLOCKS TO HOLD BACK SOIL 5 5 5 5 5 5 5 500X300 COLUMN 5 TYPICAL 0.4m d PILE SCALE 1:10 4Y12 R8-350 SCALE 1:15 SCALE 1:10 22-PRESTRESS STRANDS @ 12.5mm DIAMETRE 115kN FORCE 6Y16 SCALE 1:15 7Y10-300-B1 C/C 3Y10-150-B2 C/C 5 5 5 5 5 5 5 5 5 5 GROUP 1 ENCV4GS 1 4 D GROUP 1 GROUP 1 GROUP 1 GROUP 1 20/04/12 1. ALL DRAWING DIMENSIONS IN MM 2 60MPa CONCRETE USED FOR THE PRESTRESSED BEAM, 40 MPa FOR THE SLAB, 30MPa FOR THE COLUMNS, RETAINING WALL AND PILE CAPS, 40MPa FOR THE PILES. 3.SOIL ON EITHER SIDE OF THE RETAINING WALL WILL BE BACKED UP WITH LOFFELSTEIN CONC BRICK 4. EXPOSURE CONDITIONS ARE SEVERE 5.COVER FOR THE PILES IS 40MM 6.COVER FOR THE PILE CAPS IS 40MM 7.COVER FOR RETAINING WALL IS 40MM 8. STEEL HAND RAILS ARE EMBEDDED IN A 150MM CONCRETE KERB. 9. ALL PILES ARE 400MM 10. NORTHERN PILES ARE 11M LONG, SOUTH PILES ARE 9M LONG 11. THE RETAINING WALL NOT DESIGNED FOR IMPACT LOADS. 5.2M AWAY FROM THE NEAREST TRAFFIC 12. FOR THE SLAB CONSTRUCTIONS, SCAFFOLDING WILL NOT BE USED. SHUTTERBOARDS ON TOP OF BEAMS WILL BE USED INSTEAD PEDESTRIAN BRIDGE DESIGN OVER MR 85 AT SAVANNA PARK

Language	English
Drawing Type	Plan
Category	Acoustic Insulation
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other, N/A
Measurement Units
Footprint Area
Building Features	Car Parking Lot, Garden / Park
Tags	acoustic detail, akustische detail, autocad, bridge, Design, DETAIL, details acoustiques, detalhe da acustica, DWG, elevation, isolamento de ruido, isolation acoustique, noise insulation, pedestrian, plan, reinforcement, retaining, schallschutz, View, wall

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