Von Ryan Clamor | Freelancer Bridge Drafting

Bridge Drafting

-0.00% 2.0 ABUTMENT 2.2 2.4 2 2.6 1.8 W 3 BAGS DEEP (APPROX 1100mm) 1 (SAME PROFILE FOR ABUTMENTS) 2.0 ELCOROCK DETAIL-B ELCOROCK PROTECTION FLO 6m 2.8 1.6 6m RIVER BED 6m APRON DETAIL-A 6m SCALE 1:100 2421 2322 2423 6m USE ONLY SUFFICIENT "J" PEGS TO STRETCH GEOWEB ENSURING THAT "J" PEGS DO NOT PENETRATE OR PUNCTURE ELCOROCK. ELCOROCK DETAIL-A TYPICAL TO SUIT BATTER (1:1 OR FLATTER) 6m E E E E E E E E E E E E CH 7930 CH 7910 CH 7900 E E E E 4E.8 E 2302 CH 7880 E TVL TVL TVL CH 7920 ELCOROCK DETAIL-B TYPICAL 2421 CH 7890 CH 7870 ABUTMENT TVL TVL GEOWEB 200mm DEEP BACKFILLED WITH TOPSOIL AND VEGETATED WITH LOCAL NATIVE GRASSES E E ROAD 6m ABUTMENT 2.0 4.4 E 2.8 E E E E E 1.8 E 3.2 E 6m E E E E 3.6 3.8 E 6m 3.2 4.0 2.4 2.8 4.2 2X ELCOROCK (APPROX 700mm) 3.8 2.4 FLOW 4.6 E E E E PATH TO BE LOCATED OUTSIDE FOOTPRINT OF ELCOROCK PROTECTING THE ABUTMENT PLAN DETAIL-B SCALE 1:200 SCALE 1:100 0 1 2 6 4 8 10m SCALE 1:100 @A1 1:200 @A3 SCALE 1:200 @A1 XREF's: XR-TBLOCK; XR-Site Plan 10 5 0 20m 15 1:400 @A3 Status ISSUED FOR CONSTRUCTION Scale Rev. Date Verif. Size D '2D 2.8 1.6 3.8 2.0 3.6 ' 2.2 2.6 2.0 3.4 2.4 PLAN EXTENT OF GROUND IMPROVEMENT 2.4 2.2 2.6 2.0 2.8 1.8 3.0 MINIMUM STONE COLUMNS DIAMETER ('D') 600mm CONSTRUCTED USING VIBROFLOT TECHNIQUE 1.8 6m DEEP STONE COLUMNS 30m MIN. 30m MIN. FLO W 2.0 '2D' PLAN STONE COLUMN LAYOUT SCALE NTS- 4.6 CH 7940 CH 7930 CH 7920 2322 E E L2 TO PORT VILA 4.4 E 4.2 E E E E 4E.8 E E E E E E E E E E E E 2.8 E E E E E 2.8 E E E '2D' E E E E '2D' '2D' '2D' '2D' '2D' '2D' '2D' '2D' '2D' '2D' '2D' '2D' E 3.2 E 1.8 E 3.6 3.6 2.4 4.0 E FLOW 4.2 E E 2.0 E 3.8 E 3.8 2.4 4.4 E E E E E E 4.6 E 3.2 E GROUND IMPROVEMENT TO EXTEND TOE OF EMBANKMENT 4.6 2421 E E E 2423 c CH 7910 CH 7900 CH 7880 4.4 TVL TVL TVL 2302 CH 7890 C1 CH 7870 4.2 CH 7860 CH 7850 TO EMUA WHARF TVL TVL PLAN SCALE 1:200 INDICATIVE CROSS SECTION THROUGH APPROACH EMBANKMENTS SCALE NTS SCALE 1:200 @A1 XREF's: XR-TBLOCK; XR-Site Plan CAD File: G:\OPERATIONS\PROJECT 10 5 0 20m 15 1:400 @A3 Status ISSUED FOR CONSTRUCTION Scale Size A1 Drawing Number Rev. Date Description Des. Verif. Revision 2400 # CENTRELINE 300 x 300 x 150 DEEP JACKING DOWN POCKET IF REQUIRED 3650 5 x S-16 EF - 150 48 x LL-16 EF - 150 150 TYP 1 x V-16 EF 4% 400 # 600 200 # 300 SETOUT POINTS A/B SEE AC85900-DD-0220 4(2/L-16 EF) - 150 Ø24 x 300 @ 600 c/c LONG SS DOWELS 4% CENTRELINE OF SEISMIC POST POCKETS LL-16 20 x LL-16 - 150 L-16 L-16 CJ LL-16 L-25 43 x HT-16 - 300 4250 # 50 MASS CONCRETE 1.0 SYMMETRICAL ABOUT BRIDGE CENTRELINE L-25 SCALE 1:50 A - - CONTROL LINE & CL OF BRIDGE VL-16 S-16 S-16 LL-16 LL-16 LL-16 2.0 1000 NOM SECTION A SCALE 1:25 - SECTION C SCALE 1:25 - 650 7(S-16 EF & 2/LL-16) - 150 ELASTOMERIC BEARING STRIP SEE DETAIL 14 x L-25 - 150 EF STAGGERED LAPS # 153 13(2/LL-16 - 150) EF 17(LL-16 - 150) C - # 110 2.0 # 205 1.0 2 x VL-16 EF 1.0 2.0 200 SCALE 1:50 7300 1.0 7(S-16(a-g) EF & LL-16) - 150 2.0 VIEW B SCALE 1:25 - NOTES: 11 - 25 DIA HOLES @ 600 EQ. SPCS 6000 95 x 20 ELASTOMERIC BEARING STRIP ELASTOMERIC BEARING STRIP DETAIL SCALE 1:25 MA SS 4 No. - RAMSET TCM24 CONCRETE INSERTS FOR ROCKING BEAM H.D. CONNECTIONS. (LAUNCHING END ONLY) PLAN 650 50 CO NC 200 RE TE # 153 S-16 4500 11 - 24 DIA x 300 LONG STAINLESS STEEL DOWEL, EQ. SPCS 6000 650 HT-16 FILL TO ABUTMENT INCLUDING DRAINAGE SYSTEM, IN ACCORDANCE WITH SPECIFICATION FRONT ELEVATION B VL-16 LL-16 6(2/L-16 EF) STAGGERED LAPS 1000 625 # SEISMIC POST POCKETS (SIZE, LOCATION AND NUMBER TO BE CONFIRMED BY MANUFACTURER OF BRIDGE SPAN) 1200 TRUSS CENTRELINES 200 NOM L-16 2 REQUIRED 650 CONCRETE EXPOSURE CLASSIFICATION B2. MINIMUM 28 DAY COMPRESSIVE STRENGTH OF MASS CONCRETE SHALL BE 20MPa. MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 40MPa. NOMINAL COVER TO REINFORCEMENT NEAREST TO THE CONCRETE SURFACE SHALL BE 55mm. EDGES SHALL BE CHAMFERED AND RE-ENTRANT ANGLES FILLETED 20 X 20 UNLESS SPECIFIED OTHERWISE. CJ DENOTES CONSTRUCTION JOINT. # DENOTES DIMENSION TO BE CONFIRMED BY MANUFACTURER OF PREFABRICATED BRIDGE SPAN. STAINLESS STEEL DOWELS SHALL BE GRADE 304 TO ASTM A276. BRIDGE MANUFACTURER TO PROVIDE SEISMIC POSTS WITH AN OVERALL ULTIMATE LIMIT STATE CAPACITY OF 1050 kN IN BOTH THE LONGITUDINAL AND TRANSVERSE DIRECTIONS. THE GRADE OF REINFORCEMENT SHALL BE D500N TO AS/NZS 4671. UNLESS SPECIFIED OTHERWISE THE MINIMUM DEVELOPMENT LENGTHS AND LENGTHS OF LAPS SHALL BE AS FOLLOWS BAR SIZE (mm) a) HORIZONTAL BARS WITH >300mm OF CONCRETE BELOW THE BAR b) OTHER BARS 16 800 25 1250 0 SCALE 1:50 @A1 0 600 3000 4000 5000mm 1500 2000 2500mm 1:100 @A3 1000 500 950 SCALE 1:25 @A1 XREF's: XR-TBLOCK CAD File: G:\OPERATIONS\PROJECT 2000 1000 1:50 @A3 Status ISSUED FOR CONSTRUCTION Scale Size A1 Drawing Number Rev. Date Description Des. V Revision A 49 x (1/S-20 FF, 1/S-16 NF & 2/LL-16) - 150 15 x (2/S-20 FF, 2/LL-12 & 1/V-16 NF) - 150 ℄ OF BRIDGE - TOP OF PIPE SHALL BE SEALED WITH A SUITABLE WATERPROOF TAPE B - SEALANT (SELF LEVELLING TRAFFICABLE SEALANT OR NON-SAG TRAFFICABLE SEALANT) 150 SOFT COMPRESSIBLE FOAM SPACER RINGS TO CENTRE PIPE ON DOWEL AND TO ALLOW SUBSEQUENT MOVEMENT Ø32x100 LONG UPVC CONDUIT TO AS/NZS 2053 Ø24 STAINLESS STEEL DOWEL 95x20 ELASTOMERIC BEARING STRIP (2 REQUIRED) JOINT FILLER CELLULAR POLYSTYRENE SHEET 2.5 # 10 A SUITABLE ALTERNATIVE TYPE OF DOWEL CAP MAY BE USED. 2/V-16 EF 75 BOND BREAKING TAPE 50 3000 22 50 DETAIL 1 N.T.S. - DETAIL 2 N.T.S. - 7/V-16 - 100EF 2/V-16 EF 3650 AT FIXED END ONLY. AT FREE END DETAIL TO BE PROVIDED BY BRIDGE SUPPLIER TO SUIT EXPANSION JOINT REQUIREMENTS. 3650 PLAN 90 SCALE 1:25 50 25 ℄ LL-12 V-16 S-16 LL-12 50 OF BRIDGE 4% 90 4% SECTION B SCALE 1:25 - 16 DIA x 150 LONG STUD WELDED SHEAR CONNECTORS. MAXIMUM SPACING OF SHEAR CONNECTORS SHALL BE 300mm WITH ALTERNATE HORIZONTAL AND VERTICAL CONNECTORS. S-16 S-20 S-16 NOTES: 3000 2 LL-16 CAST-IN ANGLE DETAIL S-16 CAST-IN ANGLE SEE DETAIL 300 - ROUGHEN CONCRETE SURFACE S-20 1 - DAMP PROOF MEMBRANE CELLULAR POLYSTYRENE SHEETING THE MINIMUM EDGE DISTANCE TO AIR HOLES SHALL BE 300MM. THE MAXIMUM SPACING OF AIR HOLES SHALL BE 600MM STEEL ANGLES SHALL CONFORM TO AS/NZS-. SCALE 1:25 UNLESS SPECIFIED OTHERWISE. CONCRETE EXPOSURE CLASSIFICATION B2. MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 40MPa. EDGES SHALL BE CHAMFERED 20x20 UNLESS SPECIFIED OTHERWISE. APPROACH SLAB SHALL BE CAST ON A DAMP PROOF MEMBRANE. DAMP PROOF MEMBRANE SHALL BE 500g POLYTHENE SHEET. ALL LAPS SHALL BE 150mm MINIMUM. NOMINAL COVER TO REINFORCEMENT NEAREST TO THE CONCRETE SURFACE SHALL BE 55mm UNLESS SPECIFIED OTHERWISE. LAPS NOT SHOWN ON THE DRAWINGS SHALL BE STAGGERED SO THAT NO MORE THAN 50% OF BARS ARE LAPPED IN ANY ONE CROSS SECTION UNLESS OTHERWISE SPECIFIED. THE MINIMUM DEVELOPMENT LENGTHS AND LENGTHS OF LAPS SHALL BE AS FOLLOWS: Ø16..........400mm Ø20..........600mm REINFORCEMENT MAY BE DISPLACED TO CLEAR DOWEL ASSEMBLIES WHERE NECESSARY. THE GRADE OF REINFORCEMENT SHALL BE D500N TO AS4671. 150 S-16 V-16 V-16 S-16 200 400 SCALE 1:10 @A1 1:20 @A3 0 SECTION A SCALE 1:10 - XREF's: XR-TBLOCK CAD File: G:\OPERATIONS\PROJECT MANAGE\ 0 1000 500 SCALE 1:25 @A1 600 800 1000mm 1500 2000 2500mm 1:50 @A3 Status ISSUED FOR CONSTRUCTION Scale Size A1 Drawing Number Rev. Date Description Des. Verif. A Revision 200 ℄ PILES AT ABUTMENT A NORT ℄ PILES AT ABUTMENT B H PA-01 1100 L/32 TOP OF PILE RL 'B' PA-02 CJ 50 PB-02 STEEL CASING 400 2700 PB-01 2700 SP-12 12-SP-150 A - PB-03 PA-03 2700 CONTROL LINE PA-04 PB-05 * PA-05 * SECTION A SCALE 1:10 - 16/L-32 EQUALLY SPACED (MAX. BAR LENGTH 12m) 2700 PB-04 Ø900 x 12 MIN THICK STEEL TUBE PERMANENT CASING WITH 3mm PROUD SPIRAL BEAD WELD FOR THE FULL LENGTH AT 500 PITCH CONTRACT TOE LEVEL RL 'A' 500 25 THICK DRIVING SHOE NOTES: # DIMENSIONS TO SUIT BRIDGE SPAN SUPPLIER 1 - PILE LAYOUT * PILES TO BE PDA TESTED Ø900 PILE ELEVATION SCALE 1:20 TABLE 1 - PILE DATA PILE LEVEL * PILE NO. CONTRACT TOE LEVEL RL 'A' MAXIMUM TOE LEVEL RL 'A' TOP OF PILE RL 'B' CONTRACT LENGTH OF PILE 'L' (m) TOP OF FOUNDING MATERIAL RL (m) FOUNDING MATERIAL DESIGN MAX AXIAL COMPRESSION LOAD ULS (kN) SLS (kN) DESIGN MAXIMUM BENDING MOMENT ULS (kNm) 40 LOCATION 5 ABUTMENT A (FREE END) PA-01 - PA-05 - 5.5 - 4.0 3.5 9.0 - 2.6 MEDIUM DENSE SAND/GRAVEL 1300 900 800 ABUTMENT B (FIXED END) PB-01 - PB-05 - 10.0 -8.5 3.5 13.5 - 7.1 MEDIUM DENSE SAND/GRAVEL 1300 900 1260 20 DETAIL 1 N.T.S. - CONCRETE EXPOSURE CLASSIFICATION B1. MINIMUM 28 DAY COMPRESSIVE STRENGTH OF CONCRETE SHALL BE 40 MPa. NOMINAL COVER TO REINFORCEMENT NEAREST TO THE CONCRETE SURFACE SHALL BE 40mm. WHERE APPROPRIATE, S-32 BARS SHALL HAVE STAGGERED LAPS. THE LAP SHALL NOT BE IN THE UPPER 8m OF THE PILE PILE LOADS SHALL BE VERIFIED BY THE BRIDGE SUPPLIER, IF THEY EXCEEDED THE VALUES IN TABLE 1. THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED SO THE PILE DESIGN CAN BE CONFIRMED. STEEL CASING SHALL BE GRADE 250 TO AS3678. GEOTECHNICAL STRENGTH REDUCTION FACTOR Øg OF 0.75 SHALL BE ADOPTED WITH PDA TESTING. THOROUGHLY CLEAN THE PILE SHAFT OF ALL LOOSE MATERIAL, INCLUDING MATERIAL ADHERING TO THE INSIDE OF THE CASING BEFORE REINFORCEMENT IS PLACED. # DENOTES TO BE CONFIRMED BY BRIDGE SPAN SUPPLER. CJ DENOTES CONSTRUCTION JOINT. THE WELD CATEGORY SHALL BE SP IN ACCORDANCE WITH AS 1554 PART 1. ALL PILES SHALL BE DRIVEN TO ACHIEVE THE SPECIFIED CAPACITY INDICATED IN TABLE 1. WELDING SYMBOLS SHALL COMPLY WITH AS1101 PART 3. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE SPECIFICATION. * RL's TO BE CONFIRMED AFTER SELECTION OF BRIDGE SPAN SUPPLIER. THE GRADE OF REINFORCEMENT SHALL BE D500N TO AS/NZS 4671. HELIX SHALL BE ANCHORED AT ITS END BY ONE AND A HALF TURNS OF THE HELIX. SCALE 1:20 @A1 1:40 @A3 200 400 SCALE 1:10 @A1 1:20 @A3 0 XREF's: XR-TBLOCK CAD File: G:\OPERATIONS\ 1000 500 0 1500 600 800 2000mm 1000mm Status ISSUED FOR CONSTRUCTION Scale Size A1 Drawing Number Rev. Date Description Des. Verif. A Revision SHAPE CODE SHAPE SHAPE CODE SHAPE SHAPE A A A C F 'A' IS IN THE DIRECTION OF THE MAIN WIRES B LL A S RC FITMENT BENDS B SHAPE CODE SHAPE C B E D FITMENT BENDS C B A B B XT FITMENT BENDS U B C D E VV A HH D A D=BEND DIA B D RT FITMENT BENDS A B C VL C SH A H E A B C B D SHAPE CODE C C E C A B T B A CT D C J B V D C FITMENT BENDS A A B C C A B A DT E LS C FITMENT BENDS A D JJ A B D B B L B B A B SQUARE OR CIRCULAR HT A B D C C/D SP A LH C FITMENT BENDS B NOTES: A E=INTERNAL DIA B 0 12/07/2017 ISSUED FOR CONSTRUCTION KD LB R D A D E D A LJ C A B R=EXT RADIUS AUSTRALIAN STANDARD BAR SHAPES ARE IN ACCORDANCE WITH AS-. BAR SIZE IS THE NOMINAL DIAMETER IN MILLIMETRES, OR THE AS/NZS 4671 FABRIC NUMBER. THE GRADE OF REINFORCEMENT, IF NOT STATED ON THE DRAWINGS, SHALL BE D500N TO AS/NZS 4671. WHERE SHOWN ON DRAWINGS, 'W' SHALL DENOTE PLAIN ROUND REINFORCING BAR (RECTANGULAR AND SQUARE), RESPECTIVELY. BARS OF DIAMETER GREATER THAN 24mm SHALL NOT BE REBENT. BAR BENDING DETAILS SHALL BE IN ACCORDANCE WITH AS 5100-BRIDGE DESIGN.