DOCUMENTATION OF STRUCTURAL WORKS COASTAL …€¦ · drawings or approved by the structural...
Transcript of DOCUMENTATION OF STRUCTURAL WORKS COASTAL …€¦ · drawings or approved by the structural...
James Taylor & AssociatesSUITE 301, 115 MILITARY ROAD NEUTRAL BAY NSW 2090
TEL: 02 99691999EMAIL: [email protected]
Civil & Structural Consulting Engineers
DESIGN DRAWN
CHKD.
APPRD.
SCALE DATE
PROJECT NO.
DRAWING NO. REV
29, 31 & 33 PACIFIC STREET AND 23A, 23B & 25COCEAN VIEW DRIVE, WAMBERAL, NSW
COASTAL PROTECTION WORKS R.Y. P.P.
A3
R.Y.
DOCUMENTATION OF STRUCTURAL WORKS
COASTAL PROTECTION WORKSAT 29, 31 & 33 PACIFIC STREET AND
23A, 23B & 25C OCEAN VIEW DRIVE, WAMBERAL, NSW
JAMES TAYLOR AND ASSOCIATESSUITE 301, 115 MILITARY ROAD NEUTRAL BAY NSW 2089 A.C.N. 002 376 454Tel: (02) 9969 1999 Email: [email protected]
ADMIXTURES, WHERE USED, SHALL COMPLY WITHTHE REQUIREMENTS OF AS1478 AND AS1479. THESECOVER REQUIREMENTS MAY VARY DUE TOREQUIRED FIRE RESISTANCE RATING - REFERAS3600
PILING & PIERS
C3. ALL CONCRETE SUPPLY & TESTING SHALL CONFORMWITH AS1379 AND SHALL HAVE MAXIMUM SLUMP OF80mm AND AGGREGATES IN ACCORDANCE WITHAS2758.1 TO A MAXIMUM SIZE OF 20mm
C4. CONSTRUCTION JOINTS SHALL BE PROPERLYFORMED AND USED ONLY WHERE SHOWN ONDRAWINGS OR SPECIFICALLY APPROVED BY THEENGINEER.
C5. NO HOLES, CHASES OR EMBEDMENTS OF PIPES,OTHER THAN THOSE SHOWN ON THE STRUCTURALDRAWINGS, SHALL BE MADE IN CONCRETEMEMBERS WITHOUT THE PRIOR APPROVAL OFTHE ENGINEER.
C6. ALL CONCRETE SHALL BE PLACED AND CURED INACCORDANCE WITH AS3600. THE BASEMENT SLABSHALL BE WATER CURED FOR A MINIMUM OF 7DAYS. WHERE A SURFACE CURING COMPOUND ISUSED, IT MUST BE APPLIED ONTO SLABS WITHIN 2HOURS OF FINISHING OPERATION AND ONTO WALLSAND COLUMNS IMMEDIATELY AFTER REMOVAL OFTHE FORMWORK.
C7. HORIZONTAL FORMWORK SHALL BE STRIPPEDWHEN APPROVED BY THE ENGINEER.
C8. SLABS AND BEAMS SHALL BEAR ONLY ON THEBEAMS, WALLS ETC. SHOWN ON THE STRUCTURALDRAWINGS. ALL OTHER BUILDING ELEMENTS SHALL BEKEPT 15mm CLEAR OF SOFFITS OF STRUCTURALELEMENTS.
C9. COMPLETED STRUCTURAL ELEMENTS SHALLCONFORM WITH THE SHAPES, LINES, LEVELS,GRADES AND DIMENSIONS REQUIRED BY THECONTRACT DRAWINGS.
C10. ALL CONCRETE REINFORCEMENT SHALL CONFORMWITH AS/NZS 4671, DUCTILITY GRADE: CLASS N. NOREINFORCEMENT SHALL BE WELDED WITHOUT PRIORAPPROVAL.
C11. R = STRUCTURAL GRADE ROUND BARN = "TEMPCORE" DEFORMED BARF = HARD DRAWN STEEL WIRE REINFORCING FABRICDESIGNATION CODE OF REINFORCEMENT BARS:-
NO. OF BARS BAR GRADE AND TYPE
14 N16-300
NOMINAL BAR SIZE SPACING IN mm
UNO - UNLESS NOTED OTHERWISE.NSOP - NOT SHOWN ON PLAN.LV - LENGTH VARIES.
C12. TRANSVERSE TIE BARS N12-300, WHERE NOTOTHERWISE SHOWN. SPLICE WHERE NECESSARYAND LAP WITH MAIN BARS 400mm.
C13. SPLICES IN REINFORCEMENT SHALL BE MADEONLY IN POSITIONS SHOWN ON THE STRUCTURALDRAWINGS OR IN POSITIONS OTHERWISE APPROVEDIN WRITING BY THE PRINCIPAL. LAPS SHALL BE INACCORDANCE WITH AS3600 AND NOT LESS THAN THEDEVELOPMENT FOR EACH BAR. SITE BENDING OFREINFORCING BARS SHALL BE DONE WITHOUTHEATING USING MECHANICAL BENDING TOOLS.WELDING OF REINFORCEMENT SHALL NOT BEPERMITTED UNLESS SHOWN ON THE STRUCTURALDRAWINGS OR APPROVED BY THE STRUCTURALENGINEER. FABRICS SHALL BE LAPPED 2 TRANSVERSEWIRES PLUS 50mm. BUNDLED BARS SHALL BE TIEDTOGETHER AT 30 BAR DIAMETER CENTRES WITHTHREE WRAPS OF TIE WIRE.
C14. REINFORCEMENT IS SHOWN DIAGRAMMATICALLY. IT ISNOT NECESSARILY SHOWN IN TRUE PROJECTION.
C15. ALL REINFORCEMENT SHALL BE MAINTAINED INPOSITION DURING CONCRETING.
CONCRETE
COVER mm.ELEMENT AS 3600f'c MPa
CAP. BEAM - BOTTOM- TOP & SIDES
5050
10070
1.
2.
BAR ø LAP (mm)
MINIMUM BAR LAPS
121620242832
500700800
100012001400
REFERENCE DOCUMENTS
G1. THESE DRAWINGS ARE TO BE READ IN CONJUNCTIONWITH ALL OTHER RELEVANT DOCUMENTS INCLUDINGALL WORKING DRAWINGS AND SPECIFICATIONS, ANDWRITTEN INSTRUCTIONS AS MAY BE ISSUED PRIOR TOOR DURING THE COURSE OF CONSTRUCTION. ALLDISCREPANCIES ANDVARIATIONS SHALL BE REFERRED TO THE ENGINEERBEFORE PROCEEDING WITH THE WORK.
G2. ALL STRUCTURAL WORK SHALL BE IN ACCORDANCEWITH THE REQUIREMENTS OF ALL RELEVANT ANDCURRENT S.A.A. CODES.
G3. STRUCTURAL DRAWINGS SHALL NOT BE SCALED INORDER TO OBTAIN DIMENSIONS. DIMENSIONS WHERESHOWN ON STRUCTURAL DRAWINGS SHALL BECO-ORDINATED WITH ALL OTHER RELEVANTDRAWINGS.
G4. DURING CONSTRUCTION, THE STRUCTURE SHALL BEMAINTAINED IN A STABLE CONDITION AND NO PARTSHALL BE OVERSTRESSED.
GENERAL PILES 50 70
DRAWING LIST
SHEET No SHEET NAME
S.01 GENERAL NOTES
S.02 PRINCIPAL PLAN
S.03 SECTION 1
S.04 SECTION 2
S.05 SECTION 3
S.06 SECTION 4
S.07 SECTION 5
S.08 SECTION 6
S.09 SECTION 7
S.10 SECTION 8
S.11 DETAILS SHEET 1
3.
REINFORCEMENT SHALL BE AS FOLLOWS:CONCRETE COMPOSITION AND CLEAR COVER TO
COASTAL ENGINEERING REPORTSHORTON COASTAL ENGINEERING PTY LTDPh. 0407 012 538DATED: 19.09.2016 AND 03.03.2017(LATTER REF "lrJ0021-Horton Coastal ats NSW Coastal Panel- s34 responses.docx")
SURVEY DRAWING PREPARED BY:CLARKE DOWDLE & ASSOCIATESPh. +61 2 43443553REF No. 20265DATED: 24.06.14
C2.
GEOTECHNICAL ENGINEERS REPORT JKGEOTECHNICSREF No. 30243Z Rrpt
VARIED BY THE CONTRACT DOCUMENTS.
4.
ACCORDANCE WITH AS3600-2009 EXCEPT WHERE
PRE STORM PROFILESDERIVED FROM OEH PHOTOGRAMMETRIC DATADATED: 05.04.16
ALL WORKMANSHIP AND MATERIALS SHALL BE IN
P1. ALL PILING MATERIALS, SUPPLY & INSTALLATIONSHALL BE TO AS2159 - SAA PILING CODE. PILE SUPPLYTO COMPLY WITH AS3818.3.
P2. PILES SHALL BE SETOUT USING A QUALIFIEDREGISTERED SURVEYOR.
P3. PILES TO BE INSTALLED USING APPROPRIATE &TECHNIQUES USING A SKILLED & PLANT EXPERIENCEDOPERATOR.
P4. THE CONTRACTOR SHALL PROVIDE COMPREHENSIVEPILE RECORDS OF EACH AND EVERY PILE INSTALLEDSUFFICIENT TO CERTIFY THAT THE FOUNDATIONREQUIREMENTS HAVE BEEN ACHIEVED. THECONTRACTOR SHALL PROVIDE THE SIGNATURE OFQUALIFIED GEOTECHNICAL ENGINEER THAT PILEDESIGN CAPACITY HAS BEEN REACHED.
P5. CONFIRM THAT THE FOUNDING LEVEL AND ANY ROCKSOCKET LENGTH HAVE BEEN ACHIEVED BEFOREMOVING THE PILING RIG TO THE NEXT PILE.
P6. THE CONTRACTOR SHALL MONITOR DURING DRILLINGTHE GROUND CONDITIONS AND SHALL NOTIFY THEENGINEER IMMEDIATELY IF ANY GROUND CONDITIONSDIFFER FROM THOSE EXPECTED BY THECONTRACTOR.
P7. CONSTRUCT PILES IN ONE CONTINUOUS LENGTH.PILES ARE NOT TO BE SPLICED UNLESS APPROVED BYENGINEER IN WRITING.
P8. THE FOUNDING LEVEL AT THE TOE OF THE PILESSHOWN ON THE DRAWINGS ARE INDICATIVE ONLY FORPILING. THE LEVELS DO NOT NECESSARILYREPRESENT THE ACTUAL FOUNDING LEVELS. ALLSOCKETING DEPTHS TO BE MINIMAL.
P9. THE LENGTHS OF PILES SHALL BE DETERMINED BYTHE CONTRACTOR TAKING INTO ACCOUNT ALLPERTINENT FACTORS AND ALLOWANCES FORWASTAGE.
P10. ANY PILES FOUND TO BE BENT, BUCKLED OROTHERWISE DEFECTIVE, DAMAGED OR OUT OFPOSITION SHALL BE REMOVED AND REPLACEMENTPILES INSTALLED BY THE CONTRACTOR AT HIS COST.
P11. CONTRACTOR MUST ACHIEVE PILING TOLERANCES ASSPECIFIED IN AS2159
P12. ALL PILES C.F.A.
C1.
R1. INDIVIDUAL ROCKS SHALL BE FREE FROM CRACKS,CLEAVAGE PLANES, SEAMS AND DEFECTS WHICH WOULDRESULT IN THE BREAKDOWN OF THE ROCK IN A MARINEENVIRONMENT
R2. ROCK SHALL BE ROUGH AND ANGULARR3. ROCK SHALL BE IGNEOUS WITH A MINIMUM DRY DENSITY
OF 2,650kg/m3R4. PRIMARY ARMOUR ROCK SHALL HAVE A MASS GRADING
AS FOLLOWS: MINIMUM MASS OF 2,850kg, MAXIMUM MASSOF 4,750kg, AND 50% OF ROCKS SHALL EXCEED A MASSOF 3,800kg (NOMINAL MINIMUM DIAMETER OF 1200mm,MAXIMUM DIAMETER OF 1400mm AND 50%ILE DIAMETEROF 1300mm)
R5. SECONDARY ARMOUR ROCK SHALL HAVE A MASSGRADING AS FOLLOWS: MINIMUM MASS OF 270kg,MAXIMUM MASS OF 500kg, AND 50% OF ROCKS SHALLEXCEED A MASS OF 380kg (NOMINAL MINIMUM DIAMETEROF 530mm, MAXIMUM DIAMETER OF 660mm AND 50%ILEDIAMETER OF 600mm)
R6. SECOND UNDERLAYER ROCK SHALL HAVE A MASSGRADING AS FOLLOWS: MINIMUM MASS OF 9kg, MAXIMUMMASS OF 28kg, AND 50% OF ROCKS SHALL EXCEED AMASS OF 19kg (NOMINAL MINIMUM DIAMETER OF 180mm,MAXIMUM DIAMETER OF 250mm AND 50%ILE DIAMETER OF220mm)
R5. THE RATIO OF THE MAXIMUM DIMENSION OF ANY ROCKTO THE MINIMUM DIMENSION, MEASURED AT RIGHTANGLES TO THE MAXIMUM DIMENSION, SHALL NOTEXCEED 2.5
R6. ROCK SHALL HAVE A MINIMUM SATURATED POINT LOADSTRENGTH INDEX (IS50) OF 5.0MPa
R7. ROCK SHALL HAVE A MAXIMUM LOS ANGELES ABRASIONVALUE OF 30%
R8. ROCK SHALL HAVE A MAXIMUM SODIUM SULFATE WEIGHTLOSS OF 12%
R9. ROCK SHALL BE UNWEATHERED, WITHOUT SIGNIFICANTQUANTITIES OF DELETERIOUS MINERALS SUCH ASANALCIME (HYDRATED SODIUM ALUMINIUM SILICATE) ANDEXPANSIVE CLAY MINERALS OR UNFAVOURABLELINEATIONS WITHIN THE MICROFABRIC
R10. ROCK SHALL HAVE NOT MORE THAN 15% (BY VOLUME)OLIVINE AND SHALL EXHIBIT NO ZONES OF SECONDARYALTERATION SUCH AS CHLORITISATION
R11. ROCK SHALL SHOW NO SIGNS OF STRESS-RELIEFR12. ROCK SHALL NOT BE ROLLED OR DROPPED INTO
POSITION, IT SHALL BE PLACED.R13. PLACED ROCKS SHALL BE WEDGED AND LOCKED
TOGETHER SUCH THAT THEY ARE NOT FREE TO MOVE
ROCK
S.03
1
S.03
1
S.04
2
S.05
3
S.05
3
S.06
4
S.06
4
S.07
5
S.07
5
S.08
6
S.08
6S.04
2
S.09
7
S.09
7
S.10
8
S.10
8
CONCRETE CAPPING BEAM50MPa
CONTIGUOUSPILE WALL
BELOW
ROCK REVETMENT
ANCHORS 3M CC TYPICALANCHOR LENGTH INDICATIVE
ONLY - SUBJECT TOGEOTECHNICAL DESIGNMASS CONCRETE
ANCHOR PROTECTIONTYPICAL
ALLOW FOR RETURN PILESALONG BOUNDARY.
SUBJECT TO STABILITY OFEXISTING ROCK REVETMENT
TIE INTO ADJACENTREVETMENT TO SATISFACTION
OF COASTAL ENGINEER
SEAWARDPROPERTY
BOUNDARIES
SEAWARD CREST OF REVETMENT
James Taylor & AssociatesSUITE 301, 115 MILITARY ROAD NEUTRAL BAY NSW 2090
TEL: 02 99691999EMAIL: [email protected]
Civil & Structural Consulting Engineers
DESIGN DRAWN
CHKD.
APPRD.
SCALE DATE
PROJECT NO.
DRAWING NO. REV
29, 31 & 33 PACIFIC STREET AND 23A, 23B & 25COCEAN VIEW DRIVE, WAMBERAL, NSW
COASTAL PROTECTION WORKS R.Y. P.P.
A3
R.Y.
7.0
6.0
5.0
4.0
3.0
2.0
1.0
0.0
-1.0
-2.0
-3.0
ELEVATIONM AHD
-4.0
-3.0 SCOUR
BO
UN
DA
RY
TIMBER DECK
9.0
8.0
-5.0
-6.0
-7.0
-8.0
-9.0
-10.0
-11.0
FFL9.49
BU
ILD
ING
ASSUMED
EXISTING TIMBERRETAINING WALL
EL (APPROX.) -VARIES
SECTION THROUGH PROPERTY #29 PACIFIC STREET
ASSUMED
MASS CONCRETE/GROUTAS PLUG BELOW SCOUR
600Ø CONTIGUOUSPILES FULL DEPTH
ANCHORS AT 3M CCLENGTH T.B.C.ANCHORS SHALL HAVE S.W.L OF 60TANCHORS SHALL HAVE MINIMUMDESIGN LIFE OF 75 YEARS
MASS CONCRETE ANCHORPROTECTION AT 3M CC,ABOUT 2000 HIGH x 2000 x 600
S10
D01
0.6 MHWS
0.0 MSL
-0.6 MLWS
ROCK REVETMENT LEGEND
A - PRIMARY ARMOUR (2 LAYERS OF APPROX.1300mm BASALT BOULDERS)
B - SECONDARY ARMOUR (2 LAYERS OF APPROX.600mm BASALT BOULDERS)
C - SECOND UNDERLAYER (2 LAYERS OF APPROX.220mm BASALT BOULDERS)
PRE-STORM PROFILE
EL (APPROX.) -VARIES
1:1.5
ROCK REVETMENT
A
B C
0.3 REVETMENT TOE
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
GEOTEXTILE
FILL VOIDSWITH RIP RAP
James Taylor & AssociatesSUITE 301, 115 MILITARY ROAD NEUTRAL BAY NSW 2090
TEL: 02 99691999EMAIL: [email protected]
Civil & Structural Consulting Engineers
DESIGN DRAWN
CHKD.
APPRD.
SCALE DATE
PROJECT NO.
DRAWING NO. REV
29, 31 & 33 PACIFIC STREET AND 23A, 23B & 25COCEAN VIEW DRIVE, WAMBERAL, NSW
COASTAL PROTECTION WORKS R.Y. P.P.
A3
R.Y.
7.0
6.0
5.0
4.0
3.0
2.0
1.0
0.0
-1.0
-2.0
-3.0
ELEVATIONM AHD
-4.0
-3.0 SCOUR
BO
UN
DA
RY
DECK
PERGOLA
9.0
8.0
-5.0
-6.0
-7.0
-8.0
-9.0
-10.0
-11.0
FFL8.41
BU
ILD
ING
ASSUMED
ASSUMED
EXISTING TIMBERRETAINING WALL
BEYOND
EXISTING GROUNDBEYOND
EL (APPROX.) -VARIES
EXISTING TIMBERRETAINING WALL
EL (APPROX.) -VARIES
SECTION THROUGH PROPERTY #31 PACIFIC STREET
MASS CONCRETE/GROUTAS PLUG BELOW SCOUR
600Ø CONTIGUOUSPILES FULL DEPTH
ANCHORS AT 3M CCLENGTH T.B.C.ANCHORS SHALL HAVE S.W.L OF 60TANCHORS SHALL HAVE MINIMUMDESIGN LIFE OF 75 YEARS
MASS CONCRETE ANCHORPROTECTION AT 3M CC,ABOUT 2000 HIGH x 2000 x 600
S10
D01
ROCK REVETMENT LEGEND
A - PRIMARY ARMOUR (2 LAYERS OF APPROX.1300mm BASALT BOULDERS)
B - SECONDARY ARMOUR (2 LAYERS OF APPROX.600mm BASALT BOULDERS)
C - SECOND UNDERLAYER (2 LAYERS OF APPROX.220mm BASALT BOULDERS)
0.6 MHWS
0.0 MSL
-0.6 MLWS
PRE-STORM PROFILE
1:1.5
ROCK REVETMENT
A
B C
0.3 REVETMENT TOE
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
GEOTEXTILE
FILL VOIDSWITH RIP RAP
James Taylor & AssociatesSUITE 301, 115 MILITARY ROAD NEUTRAL BAY NSW 2090
TEL: 02 99691999EMAIL: [email protected]
Civil & Structural Consulting Engineers
DESIGN DRAWN
CHKD.
APPRD.
SCALE DATE
PROJECT NO.
DRAWING NO. REV
29, 31 & 33 PACIFIC STREET AND 23A, 23B & 25COCEAN VIEW DRIVE, WAMBERAL, NSW
COASTAL PROTECTION WORKS R.Y. P.P.
A3
R.Y.
7.0
6.0
5.0
4.0
3.0
2.0
1.0
0.0
-1.0
-2.0
-3.0
ELEVATIONM AHD
-4.0
-3.0 SCOUR
BO
UN
DA
RY
PATIO
9.0
8.0
-5.0
-6.0
-7.0
-8.0
-9.0
-10.0
-11.0
FFL8.26
BU
ILD
ING
ASSUMED
EXISTING BLOCKRETAINING WALL
BEYONDEL (APPROX.) -
VARIES
SECTION THROUGH PROPERTY #33 PACIFIC STREETEXISTING GROUND BEYOND
MASS CONCRETE/GROUTAS PLUG BELOW SCOUR
600Ø CONTIGUOUSPILES FULL DEPTH
ANCHORS AT 3M CCLENGTH T.B.C.ANCHORS SHALL HAVE S.W.L OF 60TANCHORS SHALL HAVE MINIMUMDESIGN LIFE OF 75 YEARS
MASS CONCRETE ANCHORPROTECTION AT 3M CC,ABOUT 2000 HIGH x 2000 x 600
S10
D01
ROCK REVETMENT LEGEND
A - PRIMARY ARMOUR (2 LAYERS OF APPROX.1300mm BASALT BOULDERS)
B - SECONDARY ARMOUR (2 LAYERS OF APPROX.600mm BASALT BOULDERS)
C - SECOND UNDERLAYER (2 LAYERS OF APPROX.220mm BASALT BOULDERS)
0.6 MHWS
0.0 MSL
-0.6 MLWS
EL (APPROX.) -VARIES
PRE-STORMPROFILE
1:1.5
ROCK REVETMENT
A
B C
0.3 REVETMENT TOE
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
GEOTEXTILE
FILL VOIDSWITH RIP RAP
James Taylor & AssociatesSUITE 301, 115 MILITARY ROAD NEUTRAL BAY NSW 2090
TEL: 02 99691999EMAIL: [email protected]
Civil & Structural Consulting Engineers
DESIGN DRAWN
CHKD.
APPRD.
SCALE DATE
PROJECT NO.
DRAWING NO. REV
29, 31 & 33 PACIFIC STREET AND 23A, 23B & 25COCEAN VIEW DRIVE, WAMBERAL, NSW
COASTAL PROTECTION WORKS R.Y. P.P.
A3
R.Y.
7.0
6.0
5.0
4.0
3.0
2.0
1.0
0.0
-1.0
-2.0
-3.0
ELEVATIONM AHD
-4.0
-3.0 SCOUR
BO
UN
DA
RY
DECK
9.0
8.0
-5.0
-6.0
-7.0
-8.0
-9.0
-10.0
-11.0
FFL 7.12
BU
ILD
ING
EL (APPROX.) -VARIES
EL (APPROX.) -VARIES
SECTION THROUGH PROPERTY #23A OCEAN VIEW DRIVE
ASSUMED
MASS CONCRETE/GROUTAS PLUG BELOW SCOUR
600Ø CONTIGUOUSPILES FULL DEPTH
ANCHORS AT 3M CCLENGTH T.B.C.ANCHORS SHALL HAVE S.W.L OF 60TANCHORS SHALL HAVE MINIMUMDESIGN LIFE OF 75 YEARS
MASS CONCRETE ANCHORPROTECTION AT 3M CC,ABOUT 2000 HIGH x 2000 x 600
S10
D01
ROCK REVETMENT LEGEND
A - PRIMARY ARMOUR (2 LAYERS OF APPROX.1300mm BASALT BOULDERS)
B - SECONDARY ARMOUR (2 LAYERS OF APPROX.600mm BASALT BOULDERS)
C - SECOND UNDERLAYER (2 LAYERS OF APPROX.220mm BASALT BOULDERS)
0.6 MHWS
0.0 MSL
-0.6 MLWS
PRE-STORMPROFILE
1:1.5
ROCK REVETMENT
A
B C
0.3 REVETMENT TOE
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
GEOTEXTILE
FILL VOIDSWITH RIP RAP
James Taylor & AssociatesSUITE 301, 115 MILITARY ROAD NEUTRAL BAY NSW 2090
TEL: 02 99691999EMAIL: [email protected]
Civil & Structural Consulting Engineers
DESIGN DRAWN
CHKD.
APPRD.
SCALE DATE
PROJECT NO.
DRAWING NO. REV
29, 31 & 33 PACIFIC STREET AND 23A, 23B & 25COCEAN VIEW DRIVE, WAMBERAL, NSW
COASTAL PROTECTION WORKS R.Y. P.P.
A3
R.Y.
7.0
6.0
5.0
4.0
3.0
2.0
1.0
0.0
-1.0
-2.0
-3.0
ELEVATIONM AHD
-4.0
-3.0 SCOUR
BO
UN
DA
RY
DECK
9.0
8.0
-5.0
-6.0
-7.0
-8.0
-9.0
-10.0
-11.0
FFL 6.79
BU
ILD
ING
EL (APPROX.) -VARIES
EL (APPROX.) -VARIES
SECTION THROUGH PROPERTY #23B OCEAN VIEW DRIVE
ASSUMED
TREE
MASS CONCRETE/GROUTAS PLUG BELOW SCOUR
600Ø CONTIGUOUSPILES FULL DEPTH
ANCHORS AT 3M CCLENGTH T.B.C.ANCHORS SHALL HAVE S.W.L OF 60TANCHORS SHALL HAVE MINIMUMDESIGN LIFE OF 75 YEARS
MASS CONCRETE ANCHORPROTECTION AT 3M CC,ABOUT 2000 HIGH x 2000 x 600
S10
D01
ROCK REVETMENT LEGEND
A - PRIMARY ARMOUR (2 LAYERS OF APPROX.1300mm BASALT BOULDERS)
B - SECONDARY ARMOUR (2 LAYERS OF APPROX.600mm BASALT BOULDERS)
C - SECOND UNDERLAYER (2 LAYERS OF APPROX.220mm BASALT BOULDERS)
0.6 MHWS
0.0 MSL
-0.6 MLWS
PRE-STORMPROFILE
1:1.5
ROCK REVETMENT
A
B C
0.3 REVETMENT TOE
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
GEOTEXTILE
FILL VOIDSWITH RIP RAP
James Taylor & AssociatesSUITE 301, 115 MILITARY ROAD NEUTRAL BAY NSW 2090
TEL: 02 99691999EMAIL: [email protected]
Civil & Structural Consulting Engineers
DESIGN DRAWN
CHKD.
APPRD.
SCALE DATE
PROJECT NO.
DRAWING NO. REV
29, 31 & 33 PACIFIC STREET AND 23A, 23B & 25COCEAN VIEW DRIVE, WAMBERAL, NSW
COASTAL PROTECTION WORKS R.Y. P.P.
A3
R.Y.
7.0
6.0
5.0
4.0
3.0
2.0
1.0
0.0
-1.0
-2.0
-3.0
ELEVATIONM AHD
-4.0
-3.0 SCOUR
BO
UN
DA
RY
DECK
9.0
8.0
-5.0
-6.0
-7.0
-8.0
-9.0
-10.0
-11.0
FFL 6.93
BU
ILD
ING
EL (APPROX.) -VARIES
EL (APPROX.) -VARIES
SECTION THROUGH PROPERTY #25C OCEAN VIEW DRIVE
ASSUMED
MASS CONCRETE/GROUTAS PLUG BELOW SCOUR
600Ø CONTIGUOUSPILES FULL DEPTH
ANCHORS AT 3M CCLENGTH T.B.C.ANCHORS SHALL HAVE S.W.L OF 60TANCHORS SHALL HAVE MINIMUMDESIGN LIFE OF 75 YEARS
MASS CONCRETE ANCHORPROTECTION AT 3M CC,ABOUT 2000 HIGH x 2000 x 600
S10
D01
ROCK REVETMENT LEGEND
A - PRIMARY ARMOUR (2 LAYERS OF APPROX.1300mm BASALT BOULDERS)
B - SECONDARY ARMOUR (2 LAYERS OF APPROX.600mm BASALT BOULDERS)
C - SECOND UNDERLAYER (2 LAYERS OF APPROX.220mm BASALT BOULDERS)
0.6 MHWS
0.0 MSL
-0.6 MLWS
PRE-STORMPROFILE
1:1.5
ROCK REVETMENT
A
B C
0.3 REVETMENT TOE
/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /
GEOTEXTILE
FILL VOIDSWITH RIP RAP
EXISTING CONCRETE SLAB
James Taylor & AssociatesSUITE 301, 115 MILITARY ROAD NEUTRAL BAY NSW 2090
TEL: 02 99691999EMAIL: [email protected]
Civil & Structural Consulting Engineers
DESIGN DRAWN
CHKD.
APPRD.
SCALE DATE
PROJECT NO.
DRAWING NO. REV
29, 31 & 33 PACIFIC STREET AND 23A, 23B & 25COCEAN VIEW DRIVE, WAMBERAL, NSW
COASTAL PROTECTION WORKS R.Y. P.P.
A3
R.Y.
7.0
6.0
5.0
4.0
3.0
2.0
1.0
0.0
-1.0
-2.0
-3.0
ELEVATIONM AHD
-4.0
-3.0 SCOUR
BO
UN
DA
RY
9.0
8.0
-5.0
-6.0
-7.0
-8.0
-9.0
-10.0
-11.0
EL (APPROX.) -VARIES
EL (APPROX.) -VARIES
SECTION 7
LINE OF REVETMENTBEYOND
S10
SD01
SIM
-1.0 SCOUR
0.6 MHWS
0.0 MSL
-0.6 MLWS
MASS CONCRETE/GROUTAS PLUG BELOW SCOUR(CFA R16)
600Ø CONTIGUOUSPILES FULL DEPTH
James Taylor & AssociatesSUITE 301, 115 MILITARY ROAD NEUTRAL BAY NSW 2090
TEL: 02 99691999EMAIL: [email protected]
Civil & Structural Consulting Engineers
DESIGN DRAWN
CHKD.
APPRD.
SCALE DATE
PROJECT NO.
DRAWING NO. REV
29, 31 & 33 PACIFIC STREET AND 23A, 23B & 25COCEAN VIEW DRIVE, WAMBERAL, NSW
COASTAL PROTECTION WORKS R.Y. P.P.
A3
R.Y.
7.0
6.0
5.0
4.0
3.0
2.0
1.0
0.0
-1.0
-2.0
-3.0
ELEVATIONM AHD
-4.0
-3.0 SCOUR
BO
UN
DA
RY
9.0
8.0
-5.0
-6.0
-7.0
-8.0
-9.0
-10.0
-11.0
EL (APPROX.) -VARIES
EL (APPROX.) -VARIES
SECTION 8
LINE OF REVETMENTBEYOND
EXISTING TIMBERRETAINING WALLS
BEYOND
ASSUMED
0.6 MHWS
0.0 MSL
-0.6 MLWSALLOW FOR RETURN PILES
ALONG BOUNDARY.SUBJECT TO STABILITY OF
EXISTING ROCK REVETMENT
James Taylor & AssociatesSUITE 301, 115 MILITARY ROAD NEUTRAL BAY NSW 2090
TEL: 02 99691999EMAIL: [email protected]
Civil & Structural Consulting Engineers
DESIGN DRAWN
CHKD.
APPRD.
SCALE DATE
PROJECT NO.
DRAWING NO. REV
29, 31 & 33 PACIFIC STREET AND 23A, 23B & 25COCEAN VIEW DRIVE, WAMBERAL, NSW
COASTAL PROTECTION WORKS R.Y. P.P.
A3
R.Y.
EL (APPROX.) -VARIES
LOCAL CUTOUT FORANCHOR PLACEMENT.FILL WITH CONCRETE
WHEN ANCHOR WORKSARE FINISHED
BO
UN
DA
RY
3 N283 N28
2 N20
2 N20
6 N28
ROCK ARMOUR
1:1.5
TIES N12-300
ANCHORSD01
-
Scale: 1:20
DETAIL D01D01
MASS CONCRETEBUCKET WIDTH (CROSS &ALONGSHORE) FORPROTECTION FROMARMOUR
MASS CONCRETETO BELOW SCOURAS PLUG
600Ø CONTIGUOUSPILES FULL DEPTH
CAST IN CONDUIT
CUT OUT EVERY2ND BAR
CONCRETE 50MPaPILES 50MPa
COVER 70MM SIDES & TOP100MM BOTTOM
POLYURETHANE FOAMPLUG 200 LONG
POLYURETHANE FOAMPLUG 200 LONG
LOWER HEIGHT ARMOUR ROCKABOVE PROTECTION TO
REDUCE PROJECTION ABOVECAPPING BEAM
Scale: 1:20
Section SD01SD01
600Ø PILESFULL DEPTH
MASS CONCRETE/GROUTBELOW SCOUR
COVER 70MMMIN
BO
UN
DA
RY
James Taylor & AssociatesSUITE 301, 115 MILITARY ROAD NEUTRAL BAY NSW 2090
TEL: 02 99691999EMAIL: [email protected]
Civil & Structural Consulting Engineers
DESIGN DRAWN
CHKD.
APPRD.
SCALE DATE
PROJECT NO.
DRAWING NO. REV
29, 31 & 33 PACIFIC STREET AND 23A, 23B & 25COCEAN VIEW DRIVE, WAMBERAL, NSW
COASTAL PROTECTION WORKS R.Y. P.P.
A3
R.Y.