ENGINEERING CONSULTANTS267 BRIGHTON ROADSOMERTON PARK, SA 5044TELEPHONE: (08) 8295 8677www.magryn.com.au
AutoCAD SHX Text
CONCRETE C1.ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS 3600. ALL ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS 3600. ALL CONCRETE SHALL BE TESTED BY AN APPROVED NATA INDEPENDENT TESTING LABORATORY. C2.CONCRETE FOR THE RAMPS, CONCRETE HARDSTAND AND PRECAST PLANKS SHALL BE: CONCRETE FOR THE RAMPS, CONCRETE HARDSTAND AND PRECAST PLANKS SHALL BE: S50 GRADE WITH TYPE GB CEMENT COMPLYING WITH AS3972, 420KG/CUBIC METRE MINIMUM CEMENT CONTENT, INCORPORATING 25% BY WEIGHT OF CEMENTITOUS MATERIAL AS FLYASH. 75mm MAXIMUM SLUMP. ADD 6KG/CUBIC METRE BARCHIP MACROFIBRE OR EQUIVALENT. CONCRETE PLANKS TO HAVE STAINLESS STEEL OR GFRP REINFORCEMENT. DESIGN BY OTHERS. C4.ALL CONCRETE SHALL BE ROUGH BROOM FINISHED, OR GROOVED AS NOTED ON THE ALL CONCRETE SHALL BE ROUGH BROOM FINISHED, OR GROOVED AS NOTED ON THE DRAWINGS. C5. CONCRETE ADDITIVES, INCLUDING CALCIUM CHLORIDE SHALL NOT BE USED WITHOUT THE CONCRETE ADDITIVES, INCLUDING CALCIUM CHLORIDE SHALL NOT BE USED WITHOUT THE APPROVAL OF THE ENGINEER. C6.FINISHES TO ALL CONCRETE SURFACES SHALL BE STEEL FLOAT. FINISHES TO ALL CONCRETE SURFACES SHALL BE STEEL FLOAT. C7.SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE THICKNESS OF APPLIED FINISHES AND SIZES OF CONCRETE ELEMENTS DO NOT INCLUDE THICKNESS OF APPLIED FINISHES AND SHALL NOT BE ALTERED WITHOUT THE APPROVAL OF THE ENGINEER. C8.CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND USED ONLY WHERE SHOWN OR CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND USED ONLY WHERE SHOWN OR SPECIFICALLY APPROVED BY THE ENGINEER. THEY SHALL BE VERTICAL IN SLABS AND BE SCABBLED AND CLEANED AND SHALL HAVE A NEAT CEMENT-WATER SLURRY BRUSHED ON BEFORE POUR CONTINUES. C9.FREE DROPPING OF CONCRETE FROM A HEIGHT GREATER THAN 1200mm SHALL NOT BE FREE DROPPING OF CONCRETE FROM A HEIGHT GREATER THAN 1200mm SHALL NOT BE PERMITTED. C10.CONCRETE SHALL BE COMPACTED WITH SUITABLE MECHANICAL VIBRATORS TO AS3600. CONCRETE SHALL BE COMPACTED WITH SUITABLE MECHANICAL VIBRATORS TO AS3600. C11.CONCRETE SHALL BE PLACED IN ONE CONTINUOUS POURING OPERATION BETWEEN CONCRETE SHALL BE PLACED IN ONE CONTINUOUS POURING OPERATION BETWEEN SPECIFIED CONSTRUCTION JOINTS. C13.CURE CONCRETE (WATER TO BE POTABLE) FOR 7 DAYS AFTER FINAL POUR. WATER CURE CURE CONCRETE (WATER TO BE POTABLE) FOR 7 DAYS AFTER FINAL POUR. WATER CURE WITH PLASTIC MEMBRANE, FLOODED. C14.CONCRETE SHALL NOT BE PLACED IN THE WORKS IF THE TEMPERATURE OF THE CONCRETE SHALL NOT BE PLACED IN THE WORKS IF THE TEMPERATURE OF THE SURROUNDING AIR FALLS BELOW 5 DEGREES(°) CELCIUS(C), OR IS HIGHER THAN 32°C OR WIND SPEEDS EXCEED 25km/h.
AutoCAD SHX Text
GENERAL G1.THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER CONSULTANTS DRAWINGS AND SPECIFICATIONS. ALL DISCREPANCIES SHALL BE REFERRED TO THE ENGINEER FOR DECISION BEFORE PROCEEDING WITH THE WORK. G2.ALL DIMENSIONS RELATIVE TO SETTING OUT AND OFF SITE WORK SHALL BE VERIFIED BY ALL DIMENSIONS RELATIVE TO SETTING OUT AND OFF SITE WORK SHALL BE VERIFIED BY THE CONTRACTOR BEFORE CONSTRUCTION AND FABRICATION IS COMMENCED. THESE DRAWINGS SHALL NOT BE SCALED. G3.DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE STRUCTURE IN A SAFE AND STABLE CONDITION AND SHALL ENSURE THAT NO PART IS OVERSTRESSED DUE TO CONSTRUCTION ACTIVITIES. G4.ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE RELEVANT SAA ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH THE RELEVANT SAA CODES AND LOCAL STATUTORY AUTHORITIES. G5.NO SUBSTITUTIONS SHALL BE MADE OR SIZES OF STRUCTURAL MEMBERS VARIED NO SUBSTITUTIONS SHALL BE MADE OR SIZES OF STRUCTURAL MEMBERS VARIED WITHOUT THE WRITTEN APPROVAL OF THE ENGINEER. THE APPROVAL OF A SUBSTITUTION FROM THE ENGINEER SHALL NOT BE AN AUTHORISATION FOR AN EXTRA. ANY EXTRA INVOLVED SHALL BE APPROVED WITH THE ENGINEER BEFORE WORK COMMENCES. G6.ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE. ALL LEVELS ARE ALL DIMENSIONS ARE IN MILLIMETRES UNLESS STATED OTHERWISE. ALL LEVELS ARE EXPRESSED IN METRES, AND ARE TO THE STRUCTURAL SURFACE UNLESS NOTED OTHERWISE. G7.LEVELS ARE SHOWN TO AUSTRALIAN HEIGHT DATUM AND ARE IN METRES.LEVELS ARE SHOWN TO AUSTRALIAN HEIGHT DATUM AND ARE IN METRES.
AutoCAD SHX Text
PAVEMENT AP1.TACK COAT TO BE APPLIED AT A RATE OF 0.8L/m AND LEFT FOR A MINIMUM OF 48 TACK COAT TO BE APPLIED AT A RATE OF 0.8L/m AND LEFT FOR A MINIMUM OF 48 2 AND LEFT FOR A MINIMUM OF 48 HOURS BEFORE APPLYING SURFACE SEALENT. AP2.SURFACING INITIAL COAT BINDER TO BE CRS170 APPLIED AT 1.1L/m WITH SA 10-7mm SURFACING INITIAL COAT BINDER TO BE CRS170 APPLIED AT 1.1L/m WITH SA 10-7mm 2 WITH SA 10-7mm AGGREGATE, 120m /m 2/m 3AP3.SURFACING SECOND COAT BINDER TO BE CRS170 APPLIED AT 2.5L/m WITH SA 5-2mm SURFACING SECOND COAT BINDER TO BE CRS170 APPLIED AT 2.5L/m WITH SA 5-2mm 2 WITH SA 5-2mm AGGREGATE, 140m /m . 2/m . 3. AP4.SURFACING PRECOAT TO BE IDF++ APPLIED AT 4L/m . IDF++ IS 100 PARTS INDUSTRIAL SURFACING PRECOAT TO BE IDF++ APPLIED AT 4L/m . IDF++ IS 100 PARTS INDUSTRIAL 3. IDF++ IS 100 PARTS INDUSTRIAL DESIL FUEL, 30 PARTS CRS170 AND 1.5 PARTS APPROVED ADHESION ADDITITIVE. AP5.SWEEP SEALED AREA 1 WEEK AFTER APPLICATION OF SURFACING COAT TO REMOVED SWEEP SEALED AREA 1 WEEK AFTER APPLICATION OF SURFACING COAT TO REMOVED EXCESS AGGREGATE.
AutoCAD SHX Text
SITEWORKS SW1.FOR AREAS TO BE RUBBLE OR CONCRETE PAVED ALL SHRUBS, VEGETATION AND OTHER FOR AREAS TO BE RUBBLE OR CONCRETE PAVED ALL SHRUBS, VEGETATION AND OTHER ALL SHRUBS, VEGETATION AND OTHER DELETERIOUS MATERIAL SHALL BE REMOVED PRIOR TO FILLING AND REGRADING OF SITE. SW2.THE SITE SHALL BE PROOF ROLLED TO 95% AFTER BEING CUT PRIOR TO ANY FILL THE SITE SHALL BE PROOF ROLLED TO 95% AFTER BEING CUT PRIOR TO ANY FILL MATERIAL BEING PLACED, TO SHOW ANY SOFT AREAS. ANY SOFT AREAS SHALL BE REFERRED TO THE ENGINEER FOR DIRECTION PRIOR TO PROCEEDING WITH THE WORK. SW3.FILL MATERIAL SHALL BE FREE OF ORGANIC MATTER, TREE STUMPS, ROOTS, RUBBISH, FILL MATERIAL SHALL BE FREE OF ORGANIC MATTER, TREE STUMPS, ROOTS, RUBBISH, LARGE STONES, BUILDING MATERIAL AND EXCESSIVE CLAY OR SILT. SW4.QUARRY RUBBLE SHALL BE 40mm RUBBLE WHICH SHALL COMPLY IN ALL RESPECTS WITH QUARRY RUBBLE SHALL BE 40mm RUBBLE WHICH SHALL COMPLY IN ALL RESPECTS WITH THE TRANSPORT SA SPECIFICATION NUMBER PM3/40QG. FINE CRUSHED ROCK SHALL COMPLY IN ALL RESPECTS WITH THE TRANSPORT SA SPECIFICATION NUMBER PM1/20QG. SW5.COMPACTIONS NOTED ARE % MDD (MAXIMUM DRY DENSITY) (MODIFIED) IN ACCORDANCE COMPACTIONS NOTED ARE % MDD (MAXIMUM DRY DENSITY) (MODIFIED) IN ACCORDANCE WITH AS 1289. SW6.FILLING SHALL BE UNDERTAKEN IN LAYERS NOT EXCEEDING 150mm THICKNESS FILLING SHALL BE UNDERTAKEN IN LAYERS NOT EXCEEDING 150mm THICKNESS (COMPACTED DEPTH). QUARRY RUBBLE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY (MODIFIED). CRUSHED ROCK SHALL BE COMPACTED TO 98% DRY DENSITY (MODIFIED). EACH LAYER SHALL BE COMPACTED AND APPROVED PRIOR TO THE NEXT LAYER BEING LAID OVER. ALL COMPACTION TESTS TO AS1289. SW7.TO ACHIEVE THE ABOVE COMPACTION, VIBRATING SMOOTH DRUM ROLLERS (FOR GRANULAR TO ACHIEVE THE ABOVE COMPACTION, VIBRATING SMOOTH DRUM ROLLERS (FOR GRANULAR MATERIAL) OF VIBRATING SHEEPS FOOT ROLLERS (FOR CLAYS) ARE REQUIRED. CONTRACTOR TO TAKE CARE WITH VIBRATING ROLLERS AROUND EXISTING STRUCTURES. SW8.FILL COMPACTION SHALL BE TESTED AT THE RATE OF ONE TEST PER 50 CUBIC METRES FILL COMPACTION SHALL BE TESTED AT THE RATE OF ONE TEST PER 50 CUBIC METRES OF FILL, OR ONE TEST PER TWO LAYERS FOR AREAS UP TO 100 SQUARE METRES, WHICH EVER REQUIRES THE GREATER NUMBER OF TESTS. SW9.THE CONTRACTOR SHALL BE RESPONSIBLE FOR QUALITY CONTROL TO ENSURE THAT ALL THE CONTRACTOR SHALL BE RESPONSIBLE FOR QUALITY CONTROL TO ENSURE THAT ALL WORKS COMPLY WITH THE DRAWINGS AND SPECIFICATION. WHEN, IN THE OPINION OF THE CONTRACTOR, THE SPECIFIED COMPACTION HAS BEEN ACHIEVED HE SHALL ARRANGE FOR COMPACTION TESTING TO BE UNDERTAKEN. THE SUPERINTENDENT SHALL HAVE THE RIGHT TO NOMINATE THE EXACT LOCATION AT WHICH SAMPLES SHALL BE TAKEN. THE COST OF ALL TESTING SHALL BE AT THE CONTRACTORS EXPENSE. THE TESTING SHALL BE UNDERTAKEN BY A NATA REGISTERED LABORATORY. SW10. THE WORKS ARE TO BE KEPT FREE DRAINING AT ALL TIMES.
AutoCAD SHX Text
SAFETY-IN-DESIGN REVIEW MAGRYN & ASSOCIATES CONSULTING ENGINEERS (MAGRYN) HAVE CONDUCTED A PRELIMINARY SAFETY-IN-DESIGN REVIEW OF THE DESIGN SHOWN ON THESE DRAWINGS. THE REVIEW IS BASED GENERALLY ON THE PROCEDURE OUTLINED IN THE SAFE WORK AUSTRALIA PUBLICATION “SAFE SAFE DESIGN OF STRUCTURES CODE OF PRACTICE” (JULY 2012). (JULY 2012). THE DESIGN HAS NOT BEEN REVIEWED WITH A CONTRACTOR/BUILDER AT THE TIME OF ISSUE FOR TENDER OR CONSTRUCTION. CONSTRUCTION METHODS VARY BETWEEN CONTRACTORS SO IT IS NOT POSSIBLE FOR MAGRYN CONSULTING ENGINEERS TO PERFORM AN EXHAUSTIVE SAFETY-IN-DESIGN OR SAFETY-IN-CONSTRUCTION REVIEW. ONCE APPOINTED, THE CONTRACTOR IS REQUIRED TO UNDERTAKE A THOROUGH REVIEW OF THE DESIGN WITH THEIR SUB-CONTRACTORS TO IDENTIFY SAFETY RISKS DURING CONSTRUCTION AND DURING THE LIFE OF THE BUILDING. CONTRACTORS ARE RESPONSIBLE FOR ENGAGING AN ERECTION ENGINEER AT THEIR OWN COST TO REVIEW THEIR PROPOSED ERECTION PROGRAMS/SEQUENCE AND TO DESIGN AND CERTIFY THE TEMPORARY FRAMING TO SUPPORT STRUCTURAL ELEMENTS. CONTRACTORS SHALL PROVIDE DOCUMENTATION THAT OUTLINE HOW THE PROJECT WAS BUILT SO THAT THE DEMOLITION CONTRACTOR CAN ADEQUATELY EVALUATE RISKS DURING DEMOLITION PLANNING AT THE END OF THE LIFE OF THE BUILDING. LOCATION OF UNDERGROUND AND ABOVE GROUND SERVICES 1.THE CONTRACTOR SHALL UNDERTAKE A REVIEW OF THEIR OWN TO VERIFY SERVICES ENTERING THE CONTRACTOR SHALL UNDERTAKE A REVIEW OF THEIR OWN TO VERIFY SERVICES ENTERING AND IN PROXIMITY TO THE SITE BOUNDARY. 2.DIAL-BEFORE-YOU-DIG DOES NOT CONFIRM THE LAYOUT OF SERVICES WITHIN THE SITE. DIAL-BEFORE-YOU-DIG DOES NOT CONFIRM THE LAYOUT OF SERVICES WITHIN THE SITE. SERVICES WITHIN THE SITE. THE CONTRACTOR SHALL ALLOW TO ENGAGE A SERVICES LOCATION CONTRACTOR TO ENGAGE A SERVICES LOCATION CONTRACTOR TO CONDUCT A SURVEY OF ALL SERVICES ON THE SITE. 3.THE LOCATION OF EXISTING SERVICES SHOWN ON MAGRYN DRAWINGS IS APPROXIMATE ONLY. THE LOCATION OF EXISTING SERVICES SHOWN ON MAGRYN DRAWINGS IS APPROXIMATE ONLY. SUBMIT THE SURVEY RESULTS TO MAGRYN FOR REVIEW TO CONFIRM DESIGN ASSUMPTIONS. EXCAVATIONS 1.BATTER SLOPES SHALL BE IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS AND BATTER SLOPES SHALL BE IN ACCORDANCE WITH GEOTECHNICAL RECOMMENDATIONS AND SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER TO CONFIRM ADEQUACY (INCLUDING REVIEW OF PROPOSED DURATION OF BATTER). 2. EXCAVATIONS GREATER THAN 1.0m DEEP REQUIRE SHORING AND SHALL NOT BE ACCESSED EXCAVATIONS GREATER THAN 1.0m DEEP REQUIRE SHORING AND SHALL NOT BE ACCESSED BY PERSONNEL WITHOUT APPROPRIATE CONFINED SPACE TRAINING. 3. PROVIDE BARRIERS TO ALL EXCAVATIONS TO PREVENT FALLS. PROVIDE BARRIERS TO ALL EXCAVATIONS TO PREVENT FALLS. 4. ENSURE MEASURES TO PROTECT ADJACENT PROPERTY / STRUCTURES ARE FOLLOWED ENSURE MEASURES TO PROTECT ADJACENT PROPERTY / STRUCTURES ARE FOLLOWED STRICTLY IN ACCORDANCE WITH THESE DRAWINGS. IF IN DOUBT CONTACT MAGRYN. 5. CONTACT MAGRYN AND THE GEOTECHNICAL ENGINEER IF GROUND WATER IS ENCOUNTERED CONTACT MAGRYN AND THE GEOTECHNICAL ENGINEER IF GROUND WATER IS ENCOUNTERED DURING EXCAVATION. VERIFICATION OF SOIL CONDITIONS 1.THE CONTRACTOR SHALL HAVE THE SOIL DESIGN PARAMETERS VERIFIED DURING EXCAVATION. THE CONTRACTOR SHALL HAVE THE SOIL DESIGN PARAMETERS VERIFIED DURING EXCAVATION. ALLOW TO ENGAGE THE GEOTECHNICAL ENGINEER TO CONDUCT A REVIEW OF THE SOIL DURING CLEARING / EXCAVATION OF THE SITE. STEEL STRUCTURE & WAGNERS COMPOSITE FIBRE ERECTION 1.THE CONTRACTOR SHALL ENGAGE A NPER REGISTERED ENGINEER WITH KNOWLEDGE AND THE CONTRACTOR SHALL ENGAGE A NPER REGISTERED ENGINEER WITH KNOWLEDGE AND EXPERIENCE IN THE ERECTION OF STRUCTURES TO ACT AS THE ERECTION ENGINEER. THE ERECTION ENGINEER SHALL DEVELOP THE ERECTION PROCEDURE, CERTIFY THE ERECTION DESIGN AND INSPECT AND VERIFY THE INSTALLATION ON SITE. 2.IF SCAFFOLDING/FORMWORK OR OTHER CONSTRUCTION LOADS ARE TO BE APPLIED TO IF SCAFFOLDING/FORMWORK OR OTHER CONSTRUCTION LOADS ARE TO BE APPLIED TO SUSPENDED STRUCTURE THE ERECTION ENGINEER SHALL DESIGN PROPPING OF THE STRUCTURE SO THAT IT SHALL NOT BE OVERSTRESSED. 3.DO NOT REMOVE PROPS OR TEMPORARY SUPPORT WITHOUT SIGN OFF FROM THE ERECTION DO NOT REMOVE PROPS OR TEMPORARY SUPPORT WITHOUT SIGN OFF FROM THE ERECTION ENGINEER. 4.THE CONTRACTOR SHALL REVIEW HAZARDS SUCH AS OVERHEAD POWER AND CRANING THE CONTRACTOR SHALL REVIEW HAZARDS SUCH AS OVERHEAD POWER AND CRANING LOGISTICS RELATED TO THE INSTALLATION OF THESE ITEMS. FINISHES TO STEELWORK 1.WHILE THE FINISHES TO STEELWORK ARE TO THE ENGINEERS SPECIFICATION, THE WHILE THE FINISHES TO STEELWORK ARE TO THE ENGINEERS SPECIFICATION, THE CONTRACTOR SHALL CONFIRM THE FINISHES OF EXTERNAL EXPOSED STEELWORK OR CONNECTION OF DISSIMILAR METALS ARE SUITABLE TO AVOID THE ONSET OF CORROSION. CORROSION OF ELEMENTS THAT CANNOT BE READILY INSPECTED CAN LEAD TO STRUCTURAL DEFECTS OR COLLAPSE DURING THE LIFE OF THE STRUCTURE. CONDUCT A REVIEW OF EXPOSED STEELWORK WITH THE ENGINEER.
AutoCAD SHX Text
STEELWORK S1. CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL ONLY COMMENCE IF THE CONSTRUCTION USING THESE STRUCTURAL DRAWINGS SHALL ONLY COMMENCE IF THE STRUCTURAL STEEL DRAWINGS ARE DESIGNATED “ISSUED FOR CONSTRUCTION”. ISSUED FOR CONSTRUCTION”. . S2. THE STRUCTURAL STEEL SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ACCORDANCE THE STRUCTURAL STEEL SHOWN ON THESE DRAWINGS HAS BEEN DESIGNED IN ACCORDANCE WITH AS 4100-1998 INCLUDING AMENDMENT 1 OF 2012C AS4600 AND OTHER RELEVANT SAA CODES. S3, NO CHANGES OR SUBSTITUTIONS MAY BE MADE TO ANY STRUCTURAL STEEL ELEMENT NO CHANGES OR SUBSTITUTIONS MAY BE MADE TO ANY STRUCTURAL STEEL ELEMENT DOCUMENTED IN THESE STRUCTURAL STEEL DRAWINGS WITHOUT REFERENCE TO AND APPROVAL BY THE STRUCTURAL ENGINEER. S4. THESE STRUCTURAL STEEL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL THESE STRUCTURAL STEEL DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL ARCHITECTURAL AND OTHER RELEVANT DRAWINGS. ANY DISCREPANCIES IN THE STRUCTURAL STEEL DRAWINGS SHALL BE REFERRED TO THE STRUCTURAL ENGINEER FOR RESOLUTION. S5.FABRICATION AND ERECTION OF THE STRUCTURAL STEEL SHALL COMPLY WITH SECTIONS 14 FABRICATION AND ERECTION OF THE STRUCTURAL STEEL SHALL COMPLY WITH SECTIONS 14 AND 15 RESPECTIVELY OF AS 4100-1998 INCLUDING AMENDMENT 1 OF 2012. POSITIONS OF BASE PLATES TO ALL VERTICAL ELEMENTS TO BE ACCURATELY SURVEYED AND PROVIDE SURVEY CERTIFICATES OF ALL ERECTED STEELWORK INDICATING CONFORMANCE WITH TOLERANCES SPECIFIED IN SECTIONS 14 AND 15 OF AS 4100. S6. DURING ERECTION, THE STRUCTURAL STEEL SHALL BE MAINTAINED IN A STABLE CONDITION DURING ERECTION, THE STRUCTURAL STEEL SHALL BE MAINTAINED IN A STABLE CONDITION AND NO PART SHALL BE OVERLOADED. TEMPORARY BRACING NOT SHOWN ON THE STRUCTURAL STEEL DRAWINGS SHALL BE PROVIDED BY THE BUILDER AS REQUIRED. S7. UNLESS NOTED OTHERWISE IN THE MEMBER SCHEDULE, ALL STRUCTURAL STEEL SHALL UNLESS NOTED OTHERWISE IN THE MEMBER SCHEDULE, ALL STRUCTURAL STEEL SHALL COMPLY WITH THE FOLLOWING AUSTRALIAN STANDARDS IN RESPECT OF GRADE AND CONDITIONS OF SUPPLY: HOLLOW SECTIONS AS/NZS 1163 GRADE C350 COPIES OF TEST CERTIFICATES COMPLYING IN CONTENTS WITH AND CONFIRMING FULL COMPLIANCE WITH ALL THE REQUIREMENTS OF THE ABOVE STANDARDS FOR THE RELEVANT GRADE SHALL BE SUPPLIED TO THE STRUCTURAL ENGINEER. S8. ALL MEMBERS SHALL BE SUPPLIED IN SINGLE LENGTHS BY THE DISTRIBUTOR AND SPLICES ALL MEMBERS SHALL BE SUPPLIED IN SINGLE LENGTHS BY THE DISTRIBUTOR AND SPLICES SHALL ONLY BE PERMITTED IN THE LOCATIONS SHOWN ON THESE STRUCTURAL STEEL DRAWINGS. REQUESTS TO MAKE UP LENGTHS USING FULL PENETRATION BUTT S9. AN EXPERIENCED SHOP DETAILER SHALL PREPARE SEPARATE SHOP DETAIL DRAWINGS FROM AN EXPERIENCED SHOP DETAILER SHALL PREPARE SEPARATE SHOP DETAIL DRAWINGS FROM THE ARCHITECTURAL AND STRUCTURAL STEEL DRAWINGS. FABRICATION SHALL NOT COMMENCE UNTIL THE STRUCTURAL ENGINEER AND ARCHITECT SO ADVISE. S15. ALL CUT SURFACES SHALL COMPLY WITH CLAUSE 14.3.3 OF AS 4100. ALL CUT SURFACES SHALL COMPLY WITH CLAUSE 14.3.3 OF AS 4100. S16. ALL WELDING SHALL COMPLY WITH AS/NZS 1554.1 UNLESS NOTED OTHERWISE ON THE ALL WELDING SHALL COMPLY WITH AS/NZS 1554.1 UNLESS NOTED OTHERWISE ON THE STRUCTURAL STEEL DETAILS. WELDING CATEGORY SHALL BE SP UNLESS NOTED OTHERWISE. ALL WELD METAL SHALL HAVE A NOMINAL WELD METAL TENSILE STRENGTH OF 430 MPA UNLESS NOTED OTHERWISE. S17. UNLESS OTHERWISE NOTED WELDS SHALL BE 8mm CONTINUOUS FILLET (CFW). UNLESS OTHERWISE NOTED WELDS SHALL BE 8mm CONTINUOUS FILLET (CFW). S18. ALL WELDING PERSONNEL SHALL BE QUALIFIED IN ACCORDANCE WITH CLAUSE 4.12 OF ALL WELDING PERSONNEL SHALL BE QUALIFIED IN ACCORDANCE WITH CLAUSE 4.12 OF AS/NZS 1554.1.
AutoCAD SHX Text
STAINLESS STEEL SS2.FOR ALL STAINLESS STEEL MEMBERS, ALL WORKMANSHIP AND MATERIALS SHALL BE IN FOR ALL STAINLESS STEEL MEMBERS, ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS4673 AND OTHER RELEVANT SAA CODE. AS3.THE ERECTION CONTRACTOR SHALL BE RESPONSIBLE FOR AND LEAVE IN PLACE UNTIL THE ERECTION CONTRACTOR SHALL BE RESPONSIBLE FOR AND LEAVE IN PLACE UNTIL PERMANENT BRACING ELEMENTS ARE CONSTRUCTED. SUCH TEMPORARY BRACING AS IS NECESSARY TO STABILISE THE STRUCTURE DURING ERECTION. AS6.ALL STAINLESS STEEL TO BE GRADE 316L UNLESS NOTED OTHERWISE. ALL STAINLESS STEEL TO BE GRADE 316L UNLESS NOTED OTHERWISE. AS8.FOR STAINLESS STEEL, ALL WELDING SHALL BE IN ACCORDANCE WITH AS1554. FOR STAINLESS STEEL, ALL WELDING SHALL BE IN ACCORDANCE WITH AS1554. AS10.ALL BOLTS TO BE STAINLESS STEEL GRADE 316L. ALL BOLTS TO BE STAINLESS STEEL GRADE 316L. AS11.BOLTS ARE DESIGNATED ON THE DRAWINGS BY NUMBER, DIAMETER, GRADE AND TIGHTENING BOLTS ARE DESIGNATED ON THE DRAWINGS BY NUMBER, DIAMETER, GRADE AND TIGHTENING PROCEDURE IN ACCORDANCE WITH AISC BOLTING PROCEDURES. SS12.UNLESS NOTED OTHERWISE ALL BOLTS SHALL BE TIGHTENED TO 4.6/S. UNLESS NOTED OTHERWISE ALL BOLTS SHALL BE TIGHTENED TO 4.6/S. AS13.ALL DISSIMILAR METALS SHALL BE SEPARATED WITH NEOPRENE GASKETS IN ALL CASES. ALL DISSIMILAR METALS SHALL BE SEPARATED WITH NEOPRENE GASKETS IN ALL CASES. AS14.BASEPLATE GROUT FOR SHALL BE AN APPROVED NON SHRINK CEMENTITIOUS GROUT WITH A 28 BASEPLATE GROUT FOR SHALL BE AN APPROVED NON SHRINK CEMENTITIOUS GROUT WITH A 28 DAY STRENGTH OF AT LEAST 30MPa AND SHALL BE OF A CONSISTENCY SUCH THAT IT CAN PROVIDE UNIFORM BEARING UNDER THE ENTIRE SURFACE OF THE BASEPLATE. AS15.TWO COPIES OF SHOP DETAIL DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND TWO COPIES OF SHOP DETAIL DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER AND APPROVAL OF THE SAME OBTAINED BEFORE COMMENCING FABRICATION. APPROVAL WILL NOT COVER DIMENSIONS OF LAY OUT.
AutoCAD SHX Text
PROTECTIVE COATINGS FOR STEELWORK SP1. SHALL BE AS BELOW OR SYSTEM APPROVED BY THE SUPERINTENDENT. SHALL BE AS BELOW OR SYSTEM APPROVED BY THE SUPERINTENDENT. SP2.PRE-TREATMENT PRE-TREATMENT -DEGREASE SURFACE USING BIODEGRADABLE DEGREASING SOLUTION AS PER AS 1627.1 TO DEGREASE SURFACE USING BIODEGRADABLE DEGREASING SOLUTION AS PER AS 1627.1 TO REMOVE ALL GREASE, OILS, FATS, ETC. -REMOVE ALL SALT DEPOSITS, DIRT AND GRIME BY HIGH PRESSURE WATER WASHING REMOVE ALL SALT DEPOSITS, DIRT AND GRIME BY HIGH PRESSURE WATER WASHING (MINIMUM 700 BAR) USING CLEAN POTABLE WATER. ALLOW TO DRY. -GRIND ALL SHARP EDGES AND CORNERS TO A RADIUS OF 2mm. GRIND ALL SHARP EDGES AND CORNERS TO A RADIUS OF 2mm. -REMOVE ALL WELD SLAG, SPATTER AND GRIND ALL WELDS AND HIGH SPOTS SMOOTH. REMOVE ALL WELD SLAG, SPATTER AND GRIND ALL WELDS AND HIGH SPOTS SMOOTH. SP3.SURFACE PREPARATION SURFACE PREPARATION -ABRASIVE BLAST ALL SURFACES TO A MINIMUM CLASS 2.5 AS PER AS 1627.4. A SURFACE ABRASIVE BLAST ALL SURFACES TO A MINIMUM CLASS 2.5 AS PER AS 1627.4. A SURFACE PROFILE OF 50 TO 100 MICRONS SHALL BE ACHIEVED. -REMOVE ALL BLAST RESIDUE. REMOVE ALL BLAST RESIDUE. -ALL BLASTED SURFACES SHALL BE COATED THE SAME DAY, AND BEFORE ANY FLASH ALL BLASTED SURFACES SHALL BE COATED THE SAME DAY, AND BEFORE ANY FLASH RUSTING IS EVIDENT. - ANY SURFACE SHOWING FLASH RUSTING SHALL BE RE-BLASTED TO A MINIMUM CLASS 2.5, ANY SURFACE SHOWING FLASH RUSTING SHALL BE RE-BLASTED TO A MINIMUM CLASS 2.5, SURFACE PROFILE TO BE 50 TO 100 MICRONS. SP4.COATING SYSTEM COATING SYSTEM -REFER TABLE BELOW REGARDING COATING SYSTEM. REFER TABLE BELOW REGARDING COATING SYSTEM. SP5.SITE REPAIRS SITE REPAIRS -POWER TOOL CLEAN AFFECTED AREAS TO BARE METAL (MIN. CLASS 3 OR BETTER TO POWER TOOL CLEAN AFFECTED AREAS TO BARE METAL (MIN. CLASS 3 OR BETTER TO AS1627) APPLY COATING SYSTEM (AS SPECIFIED IN TABLE BELOW) IMMEDIATELY BY BRUSH OR SPRAY.
AutoCAD SHX Text
STEEL COATING SYSTEM
AutoCAD SHX Text
1st COAT INTERNATIONAL INTERZONE 954
AutoCAD SHX Text
2nd COAT INTERNATIONAL INTERZONE 954
AutoCAD SHX Text
3rd COAT INTERNATIONAL INTERTHANE 990
AutoCAD SHX Text
COLOUR
AutoCAD SHX Text
DRY FILM THICKNESS MIN. (MICRONS)
AutoCAD SHX Text
SPOT OR FULL COAT
AutoCAD SHX Text
APPLICATION METHOD
AutoCAD SHX Text
WHITE (GLOSS)
AutoCAD SHX Text
WHITE (HIGHGLOSS)
AutoCAD SHX Text
NOTE: FOR APPLICATION METHOD = BRUSH (B) ROLLER (R) SPRAY (S) AIRLESS SPRAY (A)
AutoCAD SHX Text
LIGHT GREY
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
75
AutoCAD SHX Text
FULL
AutoCAD SHX Text
FULL
AutoCAD SHX Text
FULL
AutoCAD SHX Text
BRSA
AutoCAD SHX Text
BRSA
AutoCAD SHX Text
BRA
AutoCAD SHX Text
ROCK ARMOUR BRW1.RUBBLE AND ROCK ARMOUR IS TO BE HARD IGNEOUS ROCK, ANGULAR AND ROUGH RUBBLE AND ROCK ARMOUR IS TO BE HARD IGNEOUS ROCK, ANGULAR AND ROUGH BROKEN. ASAMPLE OF ROCK TO BE SUBMITTED FOR APPROVAL. SAMPLE OF ROCK TO BE SUBMITTED FOR APPROVAL. BRW2.ROCK SIZES SHOWN IN LAYER ARE NOMINAL MINIMUM SIZES. ROCK SIZES SHOWN IN LAYER ARE NOMINAL MINIMUM SIZES. BRW3.ALL ROCK ON SEAWARD FACE OF BREAKWATER TO BE ROUGH STACKED AND RANDOMLY ALL ROCK ON SEAWARD FACE OF BREAKWATER TO BE ROUGH STACKED AND RANDOMLY PLACED. CONTRACTOR IS TO AVOID EVEN OR SMOOTH PLACEMENT. BRW4.GEOTEXTILE IS TO BE PLACED OVER THE SAND BED PRIOR TO ARMOUR PLACEMENT IN GEOTEXTILE IS TO BE PLACED OVER THE SAND BED PRIOR TO ARMOUR PLACEMENT IN ALL CASES. BRW5.GEOTEXTILE IS TO BE TERRAFIX 1200R OR EQUAL APPROVED. GEOTEXTILE IS TO BE TERRAFIX 1200R OR EQUAL APPROVED. BRW6.LAP JOINTS OF GEOTEXTILE 400mm MINIMUM.LAP JOINTS OF GEOTEXTILE 400mm MINIMUM.
AutoCAD SHX Text
PILING P1.ALL PILING SHALL BE IN ACCORDANCE WITH AS2159. ALL PILING SHALL BE IN ACCORDANCE WITH AS2159. P2.PILES SHALL BE CAST INTO PAD FOOTING AS PER TYPICAL CAST-IN SLEEVE DETAIL. PILES SHALL BE CAST INTO PAD FOOTING AS PER TYPICAL CAST-IN SLEEVE DETAIL. P3.PILE SHALL BE TREATED AS PER PROTECTIVE COATING FOR STEELWORK NOTES. PILE SHALL BE TREATED AS PER PROTECTIVE COATING FOR STEELWORK NOTES. P4.PILES SHALL BE FITTED WITH 12mm THICK HDPE SLEEVE. EXTEND SLEEVE 500mm MINIMUM PILES SHALL BE FITTED WITH 12mm THICK HDPE SLEEVE. EXTEND SLEEVE 500mm MINIMUM INTO SEABED. INSTALL AIRTIGHT CONICAL CAP TO TOP OF PILE. P5.GEOTECHNICAL INVESTIGATION SHOWED TWO LAYERS OF ROCK (500mm AND 300mm THICK) GEOTECHNICAL INVESTIGATION SHOWED TWO LAYERS OF ROCK (500mm AND 300mm THICK) WITH INTERMEDIATE LAYER OF SANDY CLAY FOR TOP 1200mm, FOLLOWED BY FIRM CLAY TO BASE OF PILE. P6.THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN PERMANENT DATUM LEVEL POINTS, BASE THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN PERMANENT DATUM LEVEL POINTS, BASE CONTRACTOR SHALL ESTABLISH AND MAINTAIN PERMANENT DATUM LEVEL POINTS, BASE CONTRACTOR SHALL ESTABLISH AND MAINTAIN PERMANENT DATUM LEVEL POINTS, BASE SHALL ESTABLISH AND MAINTAIN PERMANENT DATUM LEVEL POINTS, BASE SHALL ESTABLISH AND MAINTAIN PERMANENT DATUM LEVEL POINTS, BASE ESTABLISH AND MAINTAIN PERMANENT DATUM LEVEL POINTS, BASE ESTABLISH AND MAINTAIN PERMANENT DATUM LEVEL POINTS, BASE AND MAINTAIN PERMANENT DATUM LEVEL POINTS, BASE AND MAINTAIN PERMANENT DATUM LEVEL POINTS, BASE MAINTAIN PERMANENT DATUM LEVEL POINTS, BASE MAINTAIN PERMANENT DATUM LEVEL POINTS, BASE PERMANENT DATUM LEVEL POINTS, BASE PERMANENT DATUM LEVEL POINTS, BASE DATUM LEVEL POINTS, BASE DATUM LEVEL POINTS, BASE LEVEL POINTS, BASE LEVEL POINTS, BASE POINTS, BASE POINTS, BASE BASE BASE LINES AND GRID LINES AND SHALL SET OUT THE POSITION OF EACH PILE. P7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECT AND PROPER SETTING OUT OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECT AND PROPER SETTING OUT OF CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECT AND PROPER SETTING OUT OF CONTRACTOR SHALL BE RESPONSIBLE FOR THE CORRECT AND PROPER SETTING OUT OF SHALL BE RESPONSIBLE FOR THE CORRECT AND PROPER SETTING OUT OF SHALL BE RESPONSIBLE FOR THE CORRECT AND PROPER SETTING OUT OF BE RESPONSIBLE FOR THE CORRECT AND PROPER SETTING OUT OF BE RESPONSIBLE FOR THE CORRECT AND PROPER SETTING OUT OF RESPONSIBLE FOR THE CORRECT AND PROPER SETTING OUT OF RESPONSIBLE FOR THE CORRECT AND PROPER SETTING OUT OF FOR THE CORRECT AND PROPER SETTING OUT OF FOR THE CORRECT AND PROPER SETTING OUT OF THE CORRECT AND PROPER SETTING OUT OF THE CORRECT AND PROPER SETTING OUT OF CORRECT AND PROPER SETTING OUT OF CORRECT AND PROPER SETTING OUT OF AND PROPER SETTING OUT OF AND PROPER SETTING OUT OF PROPER SETTING OUT OF PROPER SETTING OUT OF SETTING OUT OF SETTING OUT OF OUT OF OUT OF OF OF THE PILES AND FOR THE CORRECTNESS OF THE POSITIONS, LEVELS, DIMENSIONS AND PILES AND FOR THE CORRECTNESS OF THE POSITIONS, LEVELS, DIMENSIONS AND PILES AND FOR THE CORRECTNESS OF THE POSITIONS, LEVELS, DIMENSIONS AND AND FOR THE CORRECTNESS OF THE POSITIONS, LEVELS, DIMENSIONS AND AND FOR THE CORRECTNESS OF THE POSITIONS, LEVELS, DIMENSIONS AND FOR THE CORRECTNESS OF THE POSITIONS, LEVELS, DIMENSIONS AND FOR THE CORRECTNESS OF THE POSITIONS, LEVELS, DIMENSIONS AND THE CORRECTNESS OF THE POSITIONS, LEVELS, DIMENSIONS AND THE CORRECTNESS OF THE POSITIONS, LEVELS, DIMENSIONS AND CORRECTNESS OF THE POSITIONS, LEVELS, DIMENSIONS AND CORRECTNESS OF THE POSITIONS, LEVELS, DIMENSIONS AND OF THE POSITIONS, LEVELS, DIMENSIONS AND OF THE POSITIONS, LEVELS, DIMENSIONS AND THE POSITIONS, LEVELS, DIMENSIONS AND THE POSITIONS, LEVELS, DIMENSIONS AND POSITIONS, LEVELS, DIMENSIONS AND POSITIONS, LEVELS, DIMENSIONS AND LEVELS, DIMENSIONS AND LEVELS, DIMENSIONS AND DIMENSIONS AND DIMENSIONS AND AND AND ALIGNMENT OF THE PILES. P8.PILES SHALL BE PITCHED TO THE CORRECT ALIGNMENT AND POSITION WITH THE FACE OF PILES SHALL BE PITCHED TO THE CORRECT ALIGNMENT AND POSITION WITH THE FACE OF SHALL BE PITCHED TO THE CORRECT ALIGNMENT AND POSITION WITH THE FACE OF SHALL BE PITCHED TO THE CORRECT ALIGNMENT AND POSITION WITH THE FACE OF BE PITCHED TO THE CORRECT ALIGNMENT AND POSITION WITH THE FACE OF BE PITCHED TO THE CORRECT ALIGNMENT AND POSITION WITH THE FACE OF PITCHED TO THE CORRECT ALIGNMENT AND POSITION WITH THE FACE OF PITCHED TO THE CORRECT ALIGNMENT AND POSITION WITH THE FACE OF TO THE CORRECT ALIGNMENT AND POSITION WITH THE FACE OF TO THE CORRECT ALIGNMENT AND POSITION WITH THE FACE OF THE CORRECT ALIGNMENT AND POSITION WITH THE FACE OF THE CORRECT ALIGNMENT AND POSITION WITH THE FACE OF CORRECT ALIGNMENT AND POSITION WITH THE FACE OF CORRECT ALIGNMENT AND POSITION WITH THE FACE OF ALIGNMENT AND POSITION WITH THE FACE OF ALIGNMENT AND POSITION WITH THE FACE OF AND POSITION WITH THE FACE OF AND POSITION WITH THE FACE OF POSITION WITH THE FACE OF POSITION WITH THE FACE OF WITH THE FACE OF WITH THE FACE OF THE FACE OF THE FACE OF FACE OF FACE OF OF OF THE PILES PLUMB. ALLOWABLE TOLERANCES (mm) SHALL BE AS SHOWN IN THE TABLE PILES PLUMB. ALLOWABLE TOLERANCES (mm) SHALL BE AS SHOWN IN THE TABLE PILES PLUMB. ALLOWABLE TOLERANCES (mm) SHALL BE AS SHOWN IN THE TABLE PLUMB. ALLOWABLE TOLERANCES (mm) SHALL BE AS SHOWN IN THE TABLE PLUMB. ALLOWABLE TOLERANCES (mm) SHALL BE AS SHOWN IN THE TABLE ALLOWABLE TOLERANCES (mm) SHALL BE AS SHOWN IN THE TABLE ALLOWABLE TOLERANCES (mm) SHALL BE AS SHOWN IN THE TABLE ALLOWABLE TOLERANCES (mm) SHALL BE AS SHOWN IN THE TABLE TOLERANCES (mm) SHALL BE AS SHOWN IN THE TABLE TOLERANCES (mm) SHALL BE AS SHOWN IN THE TABLE (mm) SHALL BE AS SHOWN IN THE TABLE (mm) SHALL BE AS SHOWN IN THE TABLE SHALL BE AS SHOWN IN THE TABLE SHALL BE AS SHOWN IN THE TABLE BE AS SHOWN IN THE TABLE BE AS SHOWN IN THE TABLE AS SHOWN IN THE TABLE AS SHOWN IN THE TABLE SHOWN IN THE TABLE SHOWN IN THE TABLE IN THE TABLE IN THE TABLE THE TABLE THE TABLE TABLE TABLE BELOW: P9.SHOULD ANY DRIVEN PILE EXCEED THE SPECIFIED TOLERANCE THEN THE SUPERINTENDENT SHOULD ANY DRIVEN PILE EXCEED THE SPECIFIED TOLERANCE THEN THE SUPERINTENDENT ANY DRIVEN PILE EXCEED THE SPECIFIED TOLERANCE THEN THE SUPERINTENDENT ANY DRIVEN PILE EXCEED THE SPECIFIED TOLERANCE THEN THE SUPERINTENDENT DRIVEN PILE EXCEED THE SPECIFIED TOLERANCE THEN THE SUPERINTENDENT DRIVEN PILE EXCEED THE SPECIFIED TOLERANCE THEN THE SUPERINTENDENT PILE EXCEED THE SPECIFIED TOLERANCE THEN THE SUPERINTENDENT PILE EXCEED THE SPECIFIED TOLERANCE THEN THE SUPERINTENDENT EXCEED THE SPECIFIED TOLERANCE THEN THE SUPERINTENDENT EXCEED THE SPECIFIED TOLERANCE THEN THE SUPERINTENDENT THE SPECIFIED TOLERANCE THEN THE SUPERINTENDENT THE SPECIFIED TOLERANCE THEN THE SUPERINTENDENT SPECIFIED TOLERANCE THEN THE SUPERINTENDENT SPECIFIED TOLERANCE THEN THE SUPERINTENDENT TOLERANCE THEN THE SUPERINTENDENT TOLERANCE THEN THE SUPERINTENDENT THEN THE SUPERINTENDENT THEN THE SUPERINTENDENT THE SUPERINTENDENT THE SUPERINTENDENT SUPERINTENDENT SUPERINTENDENT MAY DIRECT AND THE CONTRACTOR SHALL EXTRACT AND DRIVE A REPLACEMENT PILE OR DIRECT AND THE CONTRACTOR SHALL EXTRACT AND DRIVE A REPLACEMENT PILE OR DIRECT AND THE CONTRACTOR SHALL EXTRACT AND DRIVE A REPLACEMENT PILE OR AND THE CONTRACTOR SHALL EXTRACT AND DRIVE A REPLACEMENT PILE OR AND THE CONTRACTOR SHALL EXTRACT AND DRIVE A REPLACEMENT PILE OR THE CONTRACTOR SHALL EXTRACT AND DRIVE A REPLACEMENT PILE OR THE CONTRACTOR SHALL EXTRACT AND DRIVE A REPLACEMENT PILE OR CONTRACTOR SHALL EXTRACT AND DRIVE A REPLACEMENT PILE OR CONTRACTOR SHALL EXTRACT AND DRIVE A REPLACEMENT PILE OR SHALL EXTRACT AND DRIVE A REPLACEMENT PILE OR SHALL EXTRACT AND DRIVE A REPLACEMENT PILE OR EXTRACT AND DRIVE A REPLACEMENT PILE OR EXTRACT AND DRIVE A REPLACEMENT PILE OR AND DRIVE A REPLACEMENT PILE OR AND DRIVE A REPLACEMENT PILE OR DRIVE A REPLACEMENT PILE OR DRIVE A REPLACEMENT PILE OR A REPLACEMENT PILE OR A REPLACEMENT PILE OR REPLACEMENT PILE OR REPLACEMENT PILE OR PILE OR PILE OR OR OR PILES AT HIS OWN EXPENSE IN THE CORRECT OR SOME ADJACENT POSITION. P10.THE CONTRACTOR SHALL KEEP DAILY RECORD SHEETS OF PILE DRIVING IN SUCH DETAIL AND THE CONTRACTOR SHALL KEEP DAILY RECORD SHEETS OF PILE DRIVING IN SUCH DETAIL AND CONTRACTOR SHALL KEEP DAILY RECORD SHEETS OF PILE DRIVING IN SUCH DETAIL AND CONTRACTOR SHALL KEEP DAILY RECORD SHEETS OF PILE DRIVING IN SUCH DETAIL AND SHALL KEEP DAILY RECORD SHEETS OF PILE DRIVING IN SUCH DETAIL AND SHALL KEEP DAILY RECORD SHEETS OF PILE DRIVING IN SUCH DETAIL AND KEEP DAILY RECORD SHEETS OF PILE DRIVING IN SUCH DETAIL AND KEEP DAILY RECORD SHEETS OF PILE DRIVING IN SUCH DETAIL AND DAILY RECORD SHEETS OF PILE DRIVING IN SUCH DETAIL AND DAILY RECORD SHEETS OF PILE DRIVING IN SUCH DETAIL AND RECORD SHEETS OF PILE DRIVING IN SUCH DETAIL AND RECORD SHEETS OF PILE DRIVING IN SUCH DETAIL AND SHEETS OF PILE DRIVING IN SUCH DETAIL AND SHEETS OF PILE DRIVING IN SUCH DETAIL AND OF PILE DRIVING IN SUCH DETAIL AND OF PILE DRIVING IN SUCH DETAIL AND PILE DRIVING IN SUCH DETAIL AND PILE DRIVING IN SUCH DETAIL AND DRIVING IN SUCH DETAIL AND DRIVING IN SUCH DETAIL AND IN SUCH DETAIL AND IN SUCH DETAIL AND SUCH DETAIL AND SUCH DETAIL AND DETAIL AND DETAIL AND AND AND FORM AS SHOWN IN HIS METHOD STATEMENT. SUCH RECORD SHEETS SHALL RECORD THE AS SHOWN IN HIS METHOD STATEMENT. SUCH RECORD SHEETS SHALL RECORD THE AS SHOWN IN HIS METHOD STATEMENT. SUCH RECORD SHEETS SHALL RECORD THE SHOWN IN HIS METHOD STATEMENT. SUCH RECORD SHEETS SHALL RECORD THE SHOWN IN HIS METHOD STATEMENT. SUCH RECORD SHEETS SHALL RECORD THE IN HIS METHOD STATEMENT. SUCH RECORD SHEETS SHALL RECORD THE IN HIS METHOD STATEMENT. SUCH RECORD SHEETS SHALL RECORD THE HIS METHOD STATEMENT. SUCH RECORD SHEETS SHALL RECORD THE HIS METHOD STATEMENT. SUCH RECORD SHEETS SHALL RECORD THE METHOD STATEMENT. SUCH RECORD SHEETS SHALL RECORD THE METHOD STATEMENT. SUCH RECORD SHEETS SHALL RECORD THE STATEMENT. SUCH RECORD SHEETS SHALL RECORD THE STATEMENT. SUCH RECORD SHEETS SHALL RECORD THE SUCH RECORD SHEETS SHALL RECORD THE SUCH RECORD SHEETS SHALL RECORD THE RECORD SHEETS SHALL RECORD THE RECORD SHEETS SHALL RECORD THE SHEETS SHALL RECORD THE SHEETS SHALL RECORD THE SHALL RECORD THE SHALL RECORD THE RECORD THE RECORD THE THE THE FOLLOWING INFORMATION: A.THE DATE AND TIME OF PILE DRIVING THE DATE AND TIME OF PILE DRIVING B.POSITION OF THE PILE (NUMBER, TYPE, SIZE AND RAKE OF PILE) POSITION OF THE PILE (NUMBER, TYPE, SIZE AND RAKE OF PILE) C.TYPE AND SIZE OF HAMMER, FOR DROP OR SINGLE ACTING HAMMER, DETAILS OF TYPE AND SIZE OF HAMMER, FOR DROP OR SINGLE ACTING HAMMER, DETAILS OF AND SIZE OF HAMMER, FOR DROP OR SINGLE ACTING HAMMER, DETAILS OF AND SIZE OF HAMMER, FOR DROP OR SINGLE ACTING HAMMER, DETAILS OF SIZE OF HAMMER, FOR DROP OR SINGLE ACTING HAMMER, DETAILS OF SIZE OF HAMMER, FOR DROP OR SINGLE ACTING HAMMER, DETAILS OF OF HAMMER, FOR DROP OR SINGLE ACTING HAMMER, DETAILS OF OF HAMMER, FOR DROP OR SINGLE ACTING HAMMER, DETAILS OF HAMMER, FOR DROP OR SINGLE ACTING HAMMER, DETAILS OF HAMMER, FOR DROP OR SINGLE ACTING HAMMER, DETAILS OF FOR DROP OR SINGLE ACTING HAMMER, DETAILS OF FOR DROP OR SINGLE ACTING HAMMER, DETAILS OF DROP OR SINGLE ACTING HAMMER, DETAILS OF DROP OR SINGLE ACTING HAMMER, DETAILS OF OR SINGLE ACTING HAMMER, DETAILS OF OR SINGLE ACTING HAMMER, DETAILS OF SINGLE ACTING HAMMER, DETAILS OF SINGLE ACTING HAMMER, DETAILS OF ACTING HAMMER, DETAILS OF ACTING HAMMER, DETAILS OF HAMMER, DETAILS OF HAMMER, DETAILS OF DETAILS OF DETAILS OF OF OF RELEASE MECHANISM AND THE LENGTH OF THE DROP OR STROKES, FOR DIESEL MECHANISM AND THE LENGTH OF THE DROP OR STROKES, FOR DIESEL MECHANISM AND THE LENGTH OF THE DROP OR STROKES, FOR DIESEL AND THE LENGTH OF THE DROP OR STROKES, FOR DIESEL AND THE LENGTH OF THE DROP OR STROKES, FOR DIESEL THE LENGTH OF THE DROP OR STROKES, FOR DIESEL THE LENGTH OF THE DROP OR STROKES, FOR DIESEL LENGTH OF THE DROP OR STROKES, FOR DIESEL LENGTH OF THE DROP OR STROKES, FOR DIESEL OF THE DROP OR STROKES, FOR DIESEL OF THE DROP OR STROKES, FOR DIESEL THE DROP OR STROKES, FOR DIESEL THE DROP OR STROKES, FOR DIESEL DROP OR STROKES, FOR DIESEL DROP OR STROKES, FOR DIESEL OR STROKES, FOR DIESEL OR STROKES, FOR DIESEL STROKES, FOR DIESEL STROKES, FOR DIESEL FOR DIESEL FOR DIESEL DIESEL DIESEL HAMMER, THE LENGTH OF STROKE AND THE BLOWS PER MINUTE. FOR DOUBLE THE LENGTH OF STROKE AND THE BLOWS PER MINUTE. FOR DOUBLE THE LENGTH OF STROKE AND THE BLOWS PER MINUTE. FOR DOUBLE LENGTH OF STROKE AND THE BLOWS PER MINUTE. FOR DOUBLE LENGTH OF STROKE AND THE BLOWS PER MINUTE. FOR DOUBLE OF STROKE AND THE BLOWS PER MINUTE. FOR DOUBLE OF STROKE AND THE BLOWS PER MINUTE. FOR DOUBLE STROKE AND THE BLOWS PER MINUTE. FOR DOUBLE STROKE AND THE BLOWS PER MINUTE. FOR DOUBLE AND THE BLOWS PER MINUTE. FOR DOUBLE AND THE BLOWS PER MINUTE. FOR DOUBLE THE BLOWS PER MINUTE. FOR DOUBLE THE BLOWS PER MINUTE. FOR DOUBLE BLOWS PER MINUTE. FOR DOUBLE BLOWS PER MINUTE. FOR DOUBLE PER MINUTE. FOR DOUBLE PER MINUTE. FOR DOUBLE MINUTE. FOR DOUBLE MINUTE. FOR DOUBLE FOR DOUBLE FOR DOUBLE DOUBLE DOUBLE ACTING HAMMER THE NUMBER OF BLOWS PER MINUTE D.ANY INITIAL GROUND TREATMENT TO FACILITATE INITIAL SEATING AND DRIVING ANY INITIAL GROUND TREATMENT TO FACILITATE INITIAL SEATING AND DRIVING E.LENGTH OF PILE PITCHED AND RL OF TOE OF PILE WITH HAMMER IN PLACE BEFORE LENGTH OF PILE PITCHED AND RL OF TOE OF PILE WITH HAMMER IN PLACE BEFORE OF PILE PITCHED AND RL OF TOE OF PILE WITH HAMMER IN PLACE BEFORE OF PILE PITCHED AND RL OF TOE OF PILE WITH HAMMER IN PLACE BEFORE PILE PITCHED AND RL OF TOE OF PILE WITH HAMMER IN PLACE BEFORE PILE PITCHED AND RL OF TOE OF PILE WITH HAMMER IN PLACE BEFORE PITCHED AND RL OF TOE OF PILE WITH HAMMER IN PLACE BEFORE PITCHED AND RL OF TOE OF PILE WITH HAMMER IN PLACE BEFORE AND RL OF TOE OF PILE WITH HAMMER IN PLACE BEFORE AND RL OF TOE OF PILE WITH HAMMER IN PLACE BEFORE RL OF TOE OF PILE WITH HAMMER IN PLACE BEFORE RL OF TOE OF PILE WITH HAMMER IN PLACE BEFORE OF TOE OF PILE WITH HAMMER IN PLACE BEFORE OF TOE OF PILE WITH HAMMER IN PLACE BEFORE TOE OF PILE WITH HAMMER IN PLACE BEFORE TOE OF PILE WITH HAMMER IN PLACE BEFORE OF PILE WITH HAMMER IN PLACE BEFORE OF PILE WITH HAMMER IN PLACE BEFORE PILE WITH HAMMER IN PLACE BEFORE PILE WITH HAMMER IN PLACE BEFORE WITH HAMMER IN PLACE BEFORE WITH HAMMER IN PLACE BEFORE HAMMER IN PLACE BEFORE HAMMER IN PLACE BEFORE IN PLACE BEFORE IN PLACE BEFORE PLACE BEFORE PLACE BEFORE BEFORE BEFORE DRIVING F.DRIVING LOG (DEPTH, BLOW COUNTS PER 250MM FOR WHOLE OF PENETRATION, DRIVING LOG (DEPTH, BLOW COUNTS PER 250MM FOR WHOLE OF PENETRATION, LOG (DEPTH, BLOW COUNTS PER 250MM FOR WHOLE OF PENETRATION, LOG (DEPTH, BLOW COUNTS PER 250MM FOR WHOLE OF PENETRATION, (DEPTH, BLOW COUNTS PER 250MM FOR WHOLE OF PENETRATION, (DEPTH, BLOW COUNTS PER 250MM FOR WHOLE OF PENETRATION, BLOW COUNTS PER 250MM FOR WHOLE OF PENETRATION, BLOW COUNTS PER 250MM FOR WHOLE OF PENETRATION, COUNTS PER 250MM FOR WHOLE OF PENETRATION, COUNTS PER 250MM FOR WHOLE OF PENETRATION, PER 250MM FOR WHOLE OF PENETRATION, PER 250MM FOR WHOLE OF PENETRATION, 250MM FOR WHOLE OF PENETRATION, 250MM FOR WHOLE OF PENETRATION, FOR WHOLE OF PENETRATION, FOR WHOLE OF PENETRATION, WHOLE OF PENETRATION, WHOLE OF PENETRATION, OF PENETRATION, OF PENETRATION, PENETRATION, PENETRATION, INTERRUPTIONS OR BREAKS IN DRIVING) G.THE SET (ADDITIONAL PILE PENETRATION IN MM PER BLOW) AND TEMPORARY THE SET (ADDITIONAL PILE PENETRATION IN MM PER BLOW) AND TEMPORARY SET (ADDITIONAL PILE PENETRATION IN MM PER BLOW) AND TEMPORARY SET (ADDITIONAL PILE PENETRATION IN MM PER BLOW) AND TEMPORARY (ADDITIONAL PILE PENETRATION IN MM PER BLOW) AND TEMPORARY (ADDITIONAL PILE PENETRATION IN MM PER BLOW) AND TEMPORARY PILE PENETRATION IN MM PER BLOW) AND TEMPORARY PILE PENETRATION IN MM PER BLOW) AND TEMPORARY PENETRATION IN MM PER BLOW) AND TEMPORARY PENETRATION IN MM PER BLOW) AND TEMPORARY IN MM PER BLOW) AND TEMPORARY IN MM PER BLOW) AND TEMPORARY MM PER BLOW) AND TEMPORARY MM PER BLOW) AND TEMPORARY PER BLOW) AND TEMPORARY PER BLOW) AND TEMPORARY BLOW) AND TEMPORARY BLOW) AND TEMPORARY AND TEMPORARY AND TEMPORARY TEMPORARY TEMPORARY COMPRESSION FOR EACH OF THE LAST TEN BLOWS H.DEVIATIONS FROM TOLERANCES AND THE LINE AND LEVEL SHOWN ON THE DRAWINGS DEVIATIONS FROM TOLERANCES AND THE LINE AND LEVEL SHOWN ON THE DRAWINGS I.DOLLY AND PACKING, TYPE AND CONDITION BEFORE AND AFTER DRIVING DOLLY AND PACKING, TYPE AND CONDITION BEFORE AND AFTER DRIVING J.DETAILS OF ANY MUCKING OUT OR OTHER WORKS AT THE PILE TOE TO ACHIEVE DETAILS OF ANY MUCKING OUT OR OTHER WORKS AT THE PILE TOE TO ACHIEVE OF ANY MUCKING OUT OR OTHER WORKS AT THE PILE TOE TO ACHIEVE OF ANY MUCKING OUT OR OTHER WORKS AT THE PILE TOE TO ACHIEVE ANY MUCKING OUT OR OTHER WORKS AT THE PILE TOE TO ACHIEVE ANY MUCKING OUT OR OTHER WORKS AT THE PILE TOE TO ACHIEVE MUCKING OUT OR OTHER WORKS AT THE PILE TOE TO ACHIEVE MUCKING OUT OR OTHER WORKS AT THE PILE TOE TO ACHIEVE OUT OR OTHER WORKS AT THE PILE TOE TO ACHIEVE OUT OR OTHER WORKS AT THE PILE TOE TO ACHIEVE OR OTHER WORKS AT THE PILE TOE TO ACHIEVE OR OTHER WORKS AT THE PILE TOE TO ACHIEVE OTHER WORKS AT THE PILE TOE TO ACHIEVE OTHER WORKS AT THE PILE TOE TO ACHIEVE WORKS AT THE PILE TOE TO ACHIEVE WORKS AT THE PILE TOE TO ACHIEVE AT THE PILE TOE TO ACHIEVE AT THE PILE TOE TO ACHIEVE THE PILE TOE TO ACHIEVE THE PILE TOE TO ACHIEVE PILE TOE TO ACHIEVE PILE TOE TO ACHIEVE TOE TO ACHIEVE TOE TO ACHIEVE TO ACHIEVE TO ACHIEVE ACHIEVE ACHIEVE PENETRATION K.DETAILS OF ANY RE-DRIVING OR RESTRIKE TESTING DETAILS OF ANY RE-DRIVING OR RESTRIKE TESTING L.LENGTHENING AND THE POSITION OF ANY SPLICE IN THE PILE LENGTHENING AND THE POSITION OF ANY SPLICE IN THE PILE M.RL OF TOE OF PILE ON COMPLETION OF DRIVING RL OF TOE OF PILE ON COMPLETION OF DRIVING N.LENGTH OF COMPLETED PILE LENGTH OF COMPLETED PILE COPIES OF THE RECORD SHEETS FOR EACH PILE SHALL BE SUBMITTED TO THE OF THE RECORD SHEETS FOR EACH PILE SHALL BE SUBMITTED TO THE OF THE RECORD SHEETS FOR EACH PILE SHALL BE SUBMITTED TO THE THE RECORD SHEETS FOR EACH PILE SHALL BE SUBMITTED TO THE THE RECORD SHEETS FOR EACH PILE SHALL BE SUBMITTED TO THE RECORD SHEETS FOR EACH PILE SHALL BE SUBMITTED TO THE RECORD SHEETS FOR EACH PILE SHALL BE SUBMITTED TO THE SHEETS FOR EACH PILE SHALL BE SUBMITTED TO THE SHEETS FOR EACH PILE SHALL BE SUBMITTED TO THE FOR EACH PILE SHALL BE SUBMITTED TO THE FOR EACH PILE SHALL BE SUBMITTED TO THE EACH PILE SHALL BE SUBMITTED TO THE EACH PILE SHALL BE SUBMITTED TO THE PILE SHALL BE SUBMITTED TO THE PILE SHALL BE SUBMITTED TO THE SHALL BE SUBMITTED TO THE SHALL BE SUBMITTED TO THE BE SUBMITTED TO THE BE SUBMITTED TO THE SUBMITTED TO THE SUBMITTED TO THE TO THE TO THE THE THE SUPERINTENDENT WITHIN 24 HOURS OF DRIVING.
AutoCAD SHX Text
TYPE
AutoCAD SHX Text
HORIZONTAL AFTER PITCHING
AutoCAD SHX Text
VERTICAL PILES
AutoCAD SHX Text
100mm
AutoCAD SHX Text
DISTANCE BETWEEN PILES
AutoCAD SHX Text
100mm
AutoCAD SHX Text
DEVIATION FROM VERTICAL OR SPECIFIED RATE
AutoCAD SHX Text
1 IN 75
AutoCAD SHX Text
WAGNERS COMPOSITE FIBRE CF1. ALL MATERIAL AND WORKMANSHIP SHALL COMPLY WITH WAGNERS COMPOSITE FIBRE ALL MATERIAL AND WORKMANSHIP SHALL COMPLY WITH WAGNERS COMPOSITE FIBRE TECHNOLOGIES MANUFACTURING WORK INSTRUCTIONS AND QUALITY ASSURANCE STANDARDS. CF2. UNLESS OTHERWISE NOTED OR APPROVED, COMPOSITE MATERIALS FOR USE IN THIS PROJECT UNLESS OTHERWISE NOTED OR APPROVED, COMPOSITE MATERIALS FOR USE IN THIS PROJECT SHALL BE MANUFACTURED FROM ECR GLASS AND VINYL ESTER RESIN CONFORMING WITH ISO 9002 STANDARD. CF3, ALL MEMBERS SHALL BE IN SOUND CONDITION FREE FROM PITTING, DE-LAMINATIONS AND ALL MEMBERS SHALL BE IN SOUND CONDITION FREE FROM PITTING, DE-LAMINATIONS AND OTHER DEFECTS WHICH ARE LIKELY TO IMPAIR THE STRUCTURAL CAPACITY OF THE MEMBERS. CF4. AT ALL FACTORY AND AT SITE DRILLED HOLES, A WAGNERS CFT ANTICRUSH INSERT SHALL AT ALL FACTORY AND AT SITE DRILLED HOLES, A WAGNERS CFT ANTICRUSH INSERT SHALL BE USED. INSERTS TO BE GLUED INTO PLACE UNLESS SPECIFICALLY NOTED OTHERWISE ON DRAWINGS. CF5.APPLY A WATERPROOFING COMPOUND (HIGHBUILD ENDUROSEAL) TO SEAL ANY END CUT APPLY A WATERPROOFING COMPOUND (HIGHBUILD ENDUROSEAL) TO SEAL ANY END CUT FIBRES, AS A RESULT OF DRILLING, CUTTING OR DAMAGE TO THE COMPOSITE FIBRE PROFILES. CF6. WHERE MEMBERS ARE TO BE BOLTED A WCFT INSERT OR BUSH IS REQUIRED. ALL WCFT WHERE MEMBERS ARE TO BE BOLTED A WCFT INSERT OR BUSH IS REQUIRED. ALL WCFT INSERTS & BUSHES UNLESS NOTED OTHERWISE ARE TO BE GLUED. WCFT INSERTS & BUSHES THAT ARE REQUIRED TO BE GLUED SHALL BE GLUED USING RL1972 ADHESIVE SUPPLIED BY WAGNERS AND APPLIED AS PER WAGNERS WORK INSTRUCTIONS. CF7. ALL STRUCTURE EXPOSED ENDS OF COMPOSITE MEMBERS SHALL HAVE ENDCAPS INSTALLED ALL STRUCTURE EXPOSED ENDS OF COMPOSITE MEMBERS SHALL HAVE ENDCAPS INSTALLED AS PER WAGNERS WORK INSTRUCTIONS. CF8. ALL MEMBERS IN DIRECT CONSTANT SUNLIGHT ARE TO BE COATED WITH A TWO PACK ALL MEMBERS IN DIRECT CONSTANT SUNLIGHT ARE TO BE COATED WITH A TWO PACK FLUOROPOLYMER COATING VITREFLON 700 APPLIED AS PER WAGNERS WORK INSTRUCTIONS. ALL OTHER MEMBERS ARE TO BE COATED WITH A TWO PACK ACRYLIC POLYURETHANE COATING POLY-U400 APPLIED AS PER WAGNERS WORK INSTRUCTIONS. CF9. COLOUR OF COMPOSITE MEMBERS T.B.C.COLOUR OF COMPOSITE MEMBERS T.B.C.
AutoCAD SHX Text
CONTRACTORS MUST VERIFY ALL DIMENSIONS PRIOR TO ANY OFF SITE FABRICATION.
AutoCAD SHX Text
AO
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
MAY 2016
AutoCAD SHX Text
A1
AutoCAD SHX Text
DRAWING NUMBER:
AutoCAD SHX Text
16201-1
AutoCAD SHX Text
E
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
REVISION:
AutoCAD SHX Text
SHEET SIZE:
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
CLIENT:
AutoCAD SHX Text
KANGAROO ISLAND COUNCIL
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
PROPOSED BOAT RAMP FACILITY UPGRADE
AutoCAD SHX Text
PROJECT ADDRESS:
AutoCAD SHX Text
EMU BAY KANGAROO ISLAND
AutoCAD SHX Text
AMENDMENTS
AutoCAD SHX Text
ISSUE
AutoCAD SHX Text
INT./DATE
AutoCAD SHX Text
PRELIMINARY ISSUE
AutoCAD SHX Text
A
AutoCAD SHX Text
AO 23.05.16
AutoCAD SHX Text
NO CHANGES
AutoCAD SHX Text
B
AutoCAD SHX Text
AO 27.06.16
AutoCAD SHX Text
MINOR AMENDMENTS
AutoCAD SHX Text
C
AutoCAD SHX Text
AO 04.07.16
AutoCAD SHX Text
TITLE BLOCK AMEDNED
AutoCAD SHX Text
D
AutoCAD SHX Text
AO 08.07.16
AutoCAD SHX Text
NO CHANGES
AutoCAD SHX Text
E
AutoCAD SHX Text
AO 12.08.16
N
> MINING> STRUCTURAL
> COASTAL> CIVIL
ENGINEERING CONSULTANTS267 BRIGHTON ROADSOMERTON PARK, SA 5044TELEPHONE: (08) 8295 8677www.magryn.com.au
AutoCAD SHX Text
TYPICAL PAVEMENT DETAIL SCALE 1:20
AutoCAD SHX Text
SUBGRADE COMPACTED TO 92% MDD (MODIFIED) FOR TOP 300mm
AutoCAD SHX Text
150mm QUARRY RUBBLE (PM3) COMPACTED TO 96% MDD (MODIFIED)
AutoCAD SHX Text
10-5 DOUBLE COAT SEAL WITH TACK COAT UNDER. REFER TO NOTES FOR SPECFICATION
AutoCAD SHX Text
150mm FINE CRUSHED ROCK (PM1) COMPACTED TO 98% MDD (MODIFIED)
AutoCAD SHX Text
TYPICAL SECTION THROUGH ROCK REVETMENT WALL SCALE 1:50 NOTE: ROCK ARMOUR TYPE III SHOWN HERE.
AutoCAD SHX Text
MANOEUVERING AREA
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
RL VARIES
AutoCAD SHX Text
TERRAFIX 1200R NON-WOVEN GEOTEXTILE UNDER ROCK ARMOUR
AutoCAD SHX Text
GENERAL COMPACTED FILL
AutoCAD SHX Text
3.10m AHD
AutoCAD SHX Text
1.09top
AutoCAD SHX Text
0.31top
AutoCAD SHX Text
0.82top
AutoCAD SHX Text
0.56top
AutoCAD SHX Text
1.17top
AutoCAD SHX Text
0.68top
AutoCAD SHX Text
0.90top
AutoCAD SHX Text
0.36top
AutoCAD SHX Text
0.39top
AutoCAD SHX Text
0.38top
AutoCAD SHX Text
1.38top
AutoCAD SHX Text
1.16top
AutoCAD SHX Text
-1.17
AutoCAD SHX Text
-1.13
AutoCAD SHX Text
-1.12
AutoCAD SHX Text
-1.05
AutoCAD SHX Text
-0.66
AutoCAD SHX Text
-0.63
AutoCAD SHX Text
-0.69
AutoCAD SHX Text
-0.68
AutoCAD SHX Text
-0.67
AutoCAD SHX Text
-0.23
AutoCAD SHX Text
-0.86
AutoCAD SHX Text
-1.08
AutoCAD SHX Text
-1.27
AutoCAD SHX Text
-1.48
AutoCAD SHX Text
-1.52
AutoCAD SHX Text
-1.54
AutoCAD SHX Text
-1.58
AutoCAD SHX Text
-1.55
AutoCAD SHX Text
-1.43
AutoCAD SHX Text
-1.24
AutoCAD SHX Text
-0.74
AutoCAD SHX Text
-0.69
AutoCAD SHX Text
-0.69
AutoCAD SHX Text
-0.80
AutoCAD SHX Text
-0.72
AutoCAD SHX Text
-0.54
AutoCAD SHX Text
0.00
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
0.19
AutoCAD SHX Text
-0.55
AutoCAD SHX Text
-0.90
AutoCAD SHX Text
-0.98
AutoCAD SHX Text
-0.76
AutoCAD SHX Text
-0.44
AutoCAD SHX Text
-0.07
AutoCAD SHX Text
0.53
AutoCAD SHX Text
BB0.93
AutoCAD SHX Text
0.98BB
AutoCAD SHX Text
0.81BB
AutoCAD SHX Text
0.96BB
AutoCAD SHX Text
0.83
AutoCAD SHX Text
0.69
AutoCAD SHX Text
0.50
AutoCAD SHX Text
0.32
AutoCAD SHX Text
0.01
AutoCAD SHX Text
0.26
AutoCAD SHX Text
0.23
AutoCAD SHX Text
0.38
AutoCAD SHX Text
0.50
AutoCAD SHX Text
-0.15
AutoCAD SHX Text
0.03
AutoCAD SHX Text
-0.09
AutoCAD SHX Text
0.07
AutoCAD SHX Text
0.43
AutoCAD SHX Text
0.61
AutoCAD SHX Text
0.97
AutoCAD SHX Text
0.97
AutoCAD SHX Text
1.01
AutoCAD SHX Text
BB2.84
AutoCAD SHX Text
BB2.85
AutoCAD SHX Text
BB2.81
AutoCAD SHX Text
4.40BB
AutoCAD SHX Text
4.59BB
AutoCAD SHX Text
BB4.58
AutoCAD SHX Text
BB4.73
AutoCAD SHX Text
BB4.99
AutoCAD SHX Text
5.28
AutoCAD SHX Text
Bit9.49
AutoCAD SHX Text
Bit9.73
AutoCAD SHX Text
Bit9.57
AutoCAD SHX Text
Bit9.34
AutoCAD SHX Text
Bit8.99
AutoCAD SHX Text
Bit9.26
AutoCAD SHX Text
Bit8.90
AutoCAD SHX Text
Bit8.68
AutoCAD SHX Text
Bit8.33
AutoCAD SHX Text
Bit8.50
AutoCAD SHX Text
Bit7.80
AutoCAD SHX Text
Bit7.70
AutoCAD SHX Text
Bit6.77
AutoCAD SHX Text
Bit6.97
AutoCAD SHX Text
Bit6.40
AutoCAD SHX Text
6.30Bit
AutoCAD SHX Text
5.93Bit
AutoCAD SHX Text
Bit6.05
AutoCAD SHX Text
1.14
AutoCAD SHX Text
1.01
AutoCAD SHX Text
0.49
AutoCAD SHX Text
-0.19
AutoCAD SHX Text
-0.11
AutoCAD SHX Text
1.04
AutoCAD SHX Text
1.18
AutoCAD SHX Text
1.37
AutoCAD SHX Text
1.53
AutoCAD SHX Text
1.82
AutoCAD SHX Text
1.84
AutoCAD SHX Text
1.89
AutoCAD SHX Text
1.55
AutoCAD SHX Text
1.38
AutoCAD SHX Text
1.15
AutoCAD SHX Text
1.16
AutoCAD SHX Text
1.03
AutoCAD SHX Text
0.17
AutoCAD SHX Text
0.02
AutoCAD SHX Text
-0.24
AutoCAD SHX Text
0.35
AutoCAD SHX Text
1.09
AutoCAD SHX Text
1.03
AutoCAD SHX Text
1.54
AutoCAD SHX Text
1.82
AutoCAD SHX Text
3.07
AutoCAD SHX Text
3.35
AutoCAD SHX Text
2.05
AutoCAD SHX Text
2.22
AutoCAD SHX Text
2.35
AutoCAD SHX Text
3.09
AutoCAD SHX Text
2.76
AutoCAD SHX Text
2.49
AutoCAD SHX Text
2.67
AutoCAD SHX Text
2.68
AutoCAD SHX Text
7.04
AutoCAD SHX Text
6.46
AutoCAD SHX Text
2.98
AutoCAD SHX Text
2.81
AutoCAD SHX Text
2.65
AutoCAD SHX Text
6.96CL
AutoCAD SHX Text
6.08CL
AutoCAD SHX Text
6.48CL
AutoCAD SHX Text
NAVIGATION LIGHT
AutoCAD SHX Text
-0.58
AutoCAD SHX Text
-0.90
AutoCAD SHX Text
-0.85
AutoCAD SHX Text
-0.92
AutoCAD SHX Text
-0.92
AutoCAD SHX Text
-1.07
AutoCAD SHX Text
-1.02
AutoCAD SHX Text
-1.00
AutoCAD SHX Text
-1.02
AutoCAD SHX Text
-1.04
AutoCAD SHX Text
-1.23
AutoCAD SHX Text
-1.30
AutoCAD SHX Text
-1.34
AutoCAD SHX Text
-1.34
AutoCAD SHX Text
-1.61
AutoCAD SHX Text
-1.73
AutoCAD SHX Text
-2.00
AutoCAD SHX Text
-0.60
AutoCAD SHX Text
-2.07
AutoCAD SHX Text
-2.14
AutoCAD SHX Text
-2.15
AutoCAD SHX Text
-2.09
AutoCAD SHX Text
-2.10
AutoCAD SHX Text
-2.05
AutoCAD SHX Text
-2.04
AutoCAD SHX Text
-1.96
AutoCAD SHX Text
-2.06
AutoCAD SHX Text
-2.05
AutoCAD SHX Text
-2.08
AutoCAD SHX Text
-2.13
AutoCAD SHX Text
-2.02
AutoCAD SHX Text
-2.03
AutoCAD SHX Text
-1.66
AutoCAD SHX Text
-1.42
AutoCAD SHX Text
-2.11
AutoCAD SHX Text
-2.27
AutoCAD SHX Text
-2.14
AutoCAD SHX Text
-1.08
AutoCAD SHX Text
-1.25
AutoCAD SHX Text
-1.33
AutoCAD SHX Text
-1.73
AutoCAD SHX Text
-1.57
AutoCAD SHX Text
-1.77
AutoCAD SHX Text
-1.67
AutoCAD SHX Text
-1.67
AutoCAD SHX Text
-1.78
AutoCAD SHX Text
-1.78
AutoCAD SHX Text
-1.79
AutoCAD SHX Text
-1.74
AutoCAD SHX Text
-1.79
AutoCAD SHX Text
-1.82
AutoCAD SHX Text
-1.75
AutoCAD SHX Text
-1.77
AutoCAD SHX Text
-1.79
AutoCAD SHX Text
-1.75
AutoCAD SHX Text
-1.79
AutoCAD SHX Text
-1.12
AutoCAD SHX Text
-1.00
AutoCAD SHX Text
-1.26
AutoCAD SHX Text
-1.47
AutoCAD SHX Text
-1.60
AutoCAD SHX Text
-1.70
AutoCAD SHX Text
-1.71
AutoCAD SHX Text
-1.31
AutoCAD SHX Text
-1.19
AutoCAD SHX Text
-1.23
AutoCAD SHX Text
-1.21
AutoCAD SHX Text
-1.19
AutoCAD SHX Text
-1.24
AutoCAD SHX Text
-1.52
AutoCAD SHX Text
-1.24
AutoCAD SHX Text
-1.12
AutoCAD SHX Text
-1.21
AutoCAD SHX Text
-0.85
AutoCAD SHX Text
-0.91
AutoCAD SHX Text
-1.03
AutoCAD SHX Text
-0.90
AutoCAD SHX Text
-0.95
AutoCAD SHX Text
-0.99
AutoCAD SHX Text
-0.02
AutoCAD SHX Text
-0.01
AutoCAD SHX Text
0.08
AutoCAD SHX Text
0.74
AutoCAD SHX Text
0.80
AutoCAD SHX Text
0.79
AutoCAD SHX Text
0.49
AutoCAD SHX Text
0.39
AutoCAD SHX Text
-0.26
AutoCAD SHX Text
0.57
AutoCAD SHX Text
0.69
AutoCAD SHX Text
0.39
AutoCAD SHX Text
0.29
AutoCAD SHX Text
-0.29
AutoCAD SHX Text
-0.16
AutoCAD SHX Text
-0.22
AutoCAD SHX Text
-0.36
AutoCAD SHX Text
-0.20
AutoCAD SHX Text
1.68
AutoCAD SHX Text
3.20
AutoCAD SHX Text
2.41
AutoCAD SHX Text
2.17
AutoCAD SHX Text
1.95
AutoCAD SHX Text
1.94
AutoCAD SHX Text
1.97
AutoCAD SHX Text
2.22
AutoCAD SHX Text
0.68
AutoCAD SHX Text
0.45
AutoCAD SHX Text
0.41
AutoCAD SHX Text
0.58
AutoCAD SHX Text
6.22
AutoCAD SHX Text
6.18
AutoCAD SHX Text
6.22
AutoCAD SHX Text
5.42
AutoCAD SHX Text
5.89
AutoCAD SHX Text
3.39
AutoCAD SHX Text
3.21
AutoCAD SHX Text
3.24
AutoCAD SHX Text
4.79
AutoCAD SHX Text
2.71
AutoCAD SHX Text
-2.84
AutoCAD SHX Text
-2.82
AutoCAD SHX Text
-2.77
AutoCAD SHX Text
-2.70
AutoCAD SHX Text
-2.67
AutoCAD SHX Text
-2.61
AutoCAD SHX Text
-2.72
AutoCAD SHX Text
-2.54
AutoCAD SHX Text
-2.59
AutoCAD SHX Text
-2.33
AutoCAD SHX Text
2.64
AutoCAD SHX Text
2.63
AutoCAD SHX Text
JETTY2.59
AutoCAD SHX Text
2.55JETTY
AutoCAD SHX Text
2.60JETTY
AutoCAD SHX Text
4.87TB
AutoCAD SHX Text
5.03TB
AutoCAD SHX Text
4.88TB
AutoCAD SHX Text
TB4.84
AutoCAD SHX Text
4.98
AutoCAD SHX Text
4.83
AutoCAD SHX Text
4.57
AutoCAD SHX Text
3.70TB
AutoCAD SHX Text
4.86
AutoCAD SHX Text
TB5.25
AutoCAD SHX Text
TB5.32
AutoCAD SHX Text
TB5.54
AutoCAD SHX Text
TB5.42
AutoCAD SHX Text
TB4.91
AutoCAD SHX Text
TB4.52
AutoCAD SHX Text
TB4.86
AutoCAD SHX Text
TB5.22
AutoCAD SHX Text
TB5.83
AutoCAD SHX Text
TB6.50
AutoCAD SHX Text
TB7.13
AutoCAD SHX Text
TB9.32
AutoCAD SHX Text
9.19TB
AutoCAD SHX Text
8.85TB
AutoCAD SHX Text
8.54TB
AutoCAD SHX Text
TB8.26
AutoCAD SHX Text
TB7.51
AutoCAD SHX Text
TB7.15
AutoCAD SHX Text
6.75
AutoCAD SHX Text
5.94
AutoCAD SHX Text
3.35TR 0.4 8 PINE
AutoCAD SHX Text
3.57TR 0.5 9 PINE
AutoCAD SHX Text
4.02TR 0.4 10 PINE
AutoCAD SHX Text
3.87TR 0.6 10 PINE
AutoCAD SHX Text
3.14TR 0.5 10 PINE
AutoCAD SHX Text
3.02TR 0.35 10 PINE
AutoCAD SHX Text
ROCK OUTCROP
AutoCAD SHX Text
ROCKS
AutoCAD SHX Text
ROCKS
AutoCAD SHX Text
ROCKS
AutoCAD SHX Text
ROCKS & WEED
AutoCAD SHX Text
EDGE
AutoCAD SHX Text
OF
AutoCAD SHX Text
WEED
AutoCAD SHX Text
EDGE
AutoCAD SHX Text
OF
AutoCAD SHX Text
OUTCROP
AutoCAD SHX Text
HAMILTON DRIVE
AutoCAD SHX Text
MOUNDS
AutoCAD SHX Text
BITUMEN
AutoCAD SHX Text
BITUMEN
AutoCAD SHX Text
JETTY
AutoCAD SHX Text
JETTY
AutoCAD SHX Text
GRAVEL CARPARK
AutoCAD SHX Text
CONCRETE RAMP
AutoCAD SHX Text
RAMP
AutoCAD SHX Text
TBM RAMSET NAIL IN CONCRETE RL 2.66m
AutoCAD SHX Text
GRAVEL
AutoCAD SHX Text
EDGE
AutoCAD SHX Text
OF
AutoCAD SHX Text
FORMATION
AutoCAD SHX Text
EDGE
AutoCAD SHX Text
OF
AutoCAD SHX Text
FORMATION
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
LAWN
AutoCAD SHX Text
0.94
AutoCAD SHX Text
-0.25
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.30
AutoCAD SHX Text
-0.26
AutoCAD SHX Text
-0.20
AutoCAD SHX Text
-0.16
AutoCAD SHX Text
0.78
AutoCAD SHX Text
0.50
AutoCAD SHX Text
top1.01
AutoCAD SHX Text
top0.83
AutoCAD SHX Text
-0.15
AutoCAD SHX Text
-0.31
AutoCAD SHX Text
top0.67
AutoCAD SHX Text
top0.25
AutoCAD SHX Text
-0.36
AutoCAD SHX Text
-0.37
AutoCAD SHX Text
-0.22
AutoCAD SHX Text
0.53top
AutoCAD SHX Text
0.51top
AutoCAD SHX Text
-0.08
AutoCAD SHX Text
-0.16
AutoCAD SHX Text
0.36top
AutoCAD SHX Text
0.35
AutoCAD SHX Text
0.87
AutoCAD SHX Text
0.86
AutoCAD SHX Text
0.89
AutoCAD SHX Text
0.81
AutoCAD SHX Text
BB1.41
AutoCAD SHX Text
3.18BB
AutoCAD SHX Text
4.21BB
AutoCAD SHX Text
4.14BB
AutoCAD SHX Text
4.55
AutoCAD SHX Text
1.59BB
AutoCAD SHX Text
1.34BB
AutoCAD SHX Text
1.65BB
AutoCAD SHX Text
1.45BB
AutoCAD SHX Text
2.23BB
AutoCAD SHX Text
2.07BB
AutoCAD SHX Text
1.67BB
AutoCAD SHX Text
1.63BB
AutoCAD SHX Text
2.16
AutoCAD SHX Text
1.42BB
AutoCAD SHX Text
1.77BB
AutoCAD SHX Text
Bit9.49
AutoCAD SHX Text
Bit9.70
AutoCAD SHX Text
Bit6.22
AutoCAD SHX Text
6.09Bit
AutoCAD SHX Text
5.76Bit
AutoCAD SHX Text
Bit5.93
AutoCAD SHX Text
5.84Bit
AutoCAD SHX Text
5.92Bit
AutoCAD SHX Text
Bit5.98
AutoCAD SHX Text
Bit5.90
AutoCAD SHX Text
Bit6.12
AutoCAD SHX Text
Bit6.09
AutoCAD SHX Text
6.49Bit
AutoCAD SHX Text
Bit6.17
AutoCAD SHX Text
6.41Bit
AutoCAD SHX Text
6.92Bit
AutoCAD SHX Text
4.97INV 0.27Dia
AutoCAD SHX Text
5.53INV
AutoCAD SHX Text
S/W OUTLET 4.58INV 0.75Dia
AutoCAD SHX Text
5.90
AutoCAD SHX Text
K6.02
AutoCAD SHX Text
6.03K
AutoCAD SHX Text
K6.03
AutoCAD SHX Text
6.03K
AutoCAD SHX Text
6.65top
AutoCAD SHX Text
-3.93
AutoCAD SHX Text
-3.47
AutoCAD SHX Text
-3.53
AutoCAD SHX Text
-3.15
AutoCAD SHX Text
-3.54
AutoCAD SHX Text
-3.55
AutoCAD SHX Text
-3.84
AutoCAD SHX Text
-3.23
AutoCAD SHX Text
-2.80
AutoCAD SHX Text
-3.01
AutoCAD SHX Text
-2.58
AutoCAD SHX Text
-2.39
AutoCAD SHX Text
-1.12
AutoCAD SHX Text
8.12
AutoCAD SHX Text
7.60
AutoCAD SHX Text
8.50
AutoCAD SHX Text
7.61
AutoCAD SHX Text
5.21
AutoCAD SHX Text
5.60
AutoCAD SHX Text
5.25
AutoCAD SHX Text
5.13
AutoCAD SHX Text
4.59
AutoCAD SHX Text
6.66
AutoCAD SHX Text
5.88
AutoCAD SHX Text
5.63
AutoCAD SHX Text
6.09
AutoCAD SHX Text
4.49
AutoCAD SHX Text
3.76
AutoCAD SHX Text
0.02
AutoCAD SHX Text
0.02
AutoCAD SHX Text
-0.16
AutoCAD SHX Text
0.30
AutoCAD SHX Text
-0.04
AutoCAD SHX Text
TB6.65
AutoCAD SHX Text
TB6.06
AutoCAD SHX Text
TB6.17
AutoCAD SHX Text
TB5.56
AutoCAD SHX Text
TB4.39
AutoCAD SHX Text
TB3.57
AutoCAD SHX Text
TB4.32
AutoCAD SHX Text
TB5.11
AutoCAD SHX Text
5.34TB
AutoCAD SHX Text
5.12TB
AutoCAD SHX Text
4.75TB
AutoCAD SHX Text
TB3.67
AutoCAD SHX Text
TB3.34
AutoCAD SHX Text
2.18
AutoCAD SHX Text
1.88TB
AutoCAD SHX Text
2.15TB
AutoCAD SHX Text
2.10TB
AutoCAD SHX Text
TB1.96
AutoCAD SHX Text
TB2.00
AutoCAD SHX Text
TB2.01
AutoCAD SHX Text
4.65top
AutoCAD SHX Text
4.47
AutoCAD SHX Text
4.59top
AutoCAD SHX Text
WT5.86
AutoCAD SHX Text
5.79WT
AutoCAD SHX Text
5.88WT
AutoCAD SHX Text
ROCKS
AutoCAD SHX Text
S.E.P.
AutoCAD SHX Text
S/W OUTLET
AutoCAD SHX Text
ROCK OUTCROP
AutoCAD SHX Text
BITUMEN
AutoCAD SHX Text
-1.50
AutoCAD SHX Text
-2.50
AutoCAD SHX Text
-2.50
AutoCAD SHX Text
-2.00
AutoCAD SHX Text
-2.00
AutoCAD SHX Text
-1.50
AutoCAD SHX Text
-1.50
AutoCAD SHX Text
-1.00
AutoCAD SHX Text
-1.00
AutoCAD SHX Text
-1.00
AutoCAD SHX Text
-1.00
AutoCAD SHX Text
-0.50
AutoCAD SHX Text
-0.50
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.50
AutoCAD SHX Text
0.50
AutoCAD SHX Text
1.00
AutoCAD SHX Text
1.00
AutoCAD SHX Text
1.50
AutoCAD SHX Text
2.00
AutoCAD SHX Text
2.00
AutoCAD SHX Text
2.50
AutoCAD SHX Text
2.50
AutoCAD SHX Text
4.00
AutoCAD SHX Text
4.50
AutoCAD SHX Text
5.00
AutoCAD SHX Text
5.00
AutoCAD SHX Text
5.50
AutoCAD SHX Text
6.00
AutoCAD SHX Text
6.00
AutoCAD SHX Text
6.00
AutoCAD SHX Text
6.50
AutoCAD SHX Text
7.00
AutoCAD SHX Text
7.00
AutoCAD SHX Text
7.50
AutoCAD SHX Text
8.00
AutoCAD SHX Text
8.00
AutoCAD SHX Text
9.00
AutoCAD SHX Text
-3.50
AutoCAD SHX Text
-3.00
AutoCAD SHX Text
0.50
AutoCAD SHX Text
3.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
0.50
AutoCAD SHX Text
1.00
AutoCAD SHX Text
2.00
AutoCAD SHX Text
2.00
AutoCAD SHX Text
2.50
AutoCAD SHX Text
2.50
AutoCAD SHX Text
3.00
AutoCAD SHX Text
3.00
AutoCAD SHX Text
3.50
AutoCAD SHX Text
3.50
AutoCAD SHX Text
4.00
AutoCAD SHX Text
4.50
AutoCAD SHX Text
5.00
AutoCAD SHX Text
5.50
AutoCAD SHX Text
5.50
AutoCAD SHX Text
6.00
AutoCAD SHX Text
6.50
AutoCAD SHX Text
5.00
AutoCAD SHX Text
73
AutoCAD SHX Text
72
AutoCAD SHX Text
-1.50
AutoCAD SHX Text
8.0m WIDE BOAT RAMP 1:8 SLOPE
AutoCAD SHX Text
SITE PLAN SCALE 1:500
AutoCAD SHX Text
PREVAILING WEATHER CONDITIONS FROM NORTH
AutoCAD SHX Text
ENTRANCE QUEUING AREA
AutoCAD SHX Text
COASTAL PATHWAY
AutoCAD SHX Text
COASTAL PATHWAY TO PLAY GROUND
AutoCAD SHX Text
4.0m WIDE BOAT RAMP 1:8 SLOPE
AutoCAD SHX Text
FENDERING PYLONS (HDPE COVERED) @4m CTS. IN BETWEEN BOAT RAMPS.
AutoCAD SHX Text
-2.00 BED LEVEL
AutoCAD SHX Text
0.00 TOE LEVEL
AutoCAD SHX Text
NEW FENDERED LANDING JETTY.
AutoCAD SHX Text
RIGGING AREA (4 BAYS)
AutoCAD SHX Text
3.10
AutoCAD SHX Text
1:8
AutoCAD SHX Text
ENTRY
AutoCAD SHX Text
EXIT
AutoCAD SHX Text
3.10 HEAD LEVEL
AutoCAD SHX Text
PAVED AREA
AutoCAD SHX Text
1:12
AutoCAD SHX Text
MATCH TO EXISTING.
AutoCAD SHX Text
4.00
AutoCAD SHX Text
3.50
AutoCAD SHX Text
4.50
AutoCAD SHX Text
5.00
AutoCAD SHX Text
5.50
AutoCAD SHX Text
6.00
AutoCAD SHX Text
MATCH TO EXISTING.
AutoCAD SHX Text
DE-RIGGING AREA (4 BAYS)
AutoCAD SHX Text
NEW BITUMEN ACCESS ROAD
AutoCAD SHX Text
1:50
AutoCAD SHX Text
1:50
AutoCAD SHX Text
3.50
AutoCAD SHX Text
1:50
AutoCAD SHX Text
1:50
AutoCAD SHX Text
3.10
AutoCAD SHX Text
3.10
AutoCAD SHX Text
3.50
AutoCAD SHX Text
2.50
AutoCAD SHX Text
2.00
AutoCAD SHX Text
3.00
AutoCAD SHX Text
1.50
AutoCAD SHX Text
0.50
AutoCAD SHX Text
1.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
-0.50
AutoCAD SHX Text
1:2
AutoCAD SHX Text
1:2
AutoCAD SHX Text
1:2
AutoCAD SHX Text
1:2
AutoCAD SHX Text
-0.50
AutoCAD SHX Text
0.50
AutoCAD SHX Text
1.50
AutoCAD SHX Text
2.50
AutoCAD SHX Text
2.00
AutoCAD SHX Text
3.00
AutoCAD SHX Text
1.00
AutoCAD SHX Text
0.00
AutoCAD SHX Text
-1.50
AutoCAD SHX Text
-1.00
AutoCAD SHX Text
STORMWATER OUTLET.
AutoCAD SHX Text
REMOVE EXISTING TREES
AutoCAD SHX Text
13
AutoCAD SHX Text
1
AutoCAD SHX Text
10
AutoCAD SHX Text
5
AutoCAD SHX Text
3.10
AutoCAD SHX Text
RIGGING AREA ONLY NO TRAILER PARKING
AutoCAD SHX Text
SIGNAGE
AutoCAD SHX Text
DE-RIGGING AREA ONLY NO TRAILER PARKING
AutoCAD SHX Text
SIGNAGE
AutoCAD SHX Text
-1.00
AutoCAD SHX Text
AREA LIGHTS.
AutoCAD SHX Text
Y
AutoCAD SHX Text
X
AutoCAD SHX Text
DATUM FOR CONTROL POINTS. TBM RAMSET NAIL NEAR JETTY.
AutoCAD SHX Text
3
AutoCAD SHX Text
2
AutoCAD SHX Text
1
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
11
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
21
AutoCAD SHX Text
22
AutoCAD SHX Text
23
AutoCAD SHX Text
24
AutoCAD SHX Text
25
AutoCAD SHX Text
26
AutoCAD SHX Text
3.10
AutoCAD SHX Text
27
AutoCAD SHX Text
28
AutoCAD SHX Text
29
AutoCAD SHX Text
30
AutoCAD SHX Text
31
AutoCAD SHX Text
32
AutoCAD SHX Text
33
AutoCAD SHX Text
34
AutoCAD SHX Text
35
AutoCAD SHX Text
36
AutoCAD SHX Text
37
AutoCAD SHX Text
68
AutoCAD SHX Text
67
AutoCAD SHX Text
70
AutoCAD SHX Text
69
AutoCAD SHX Text
74
AutoCAD SHX Text
75
AutoCAD SHX Text
71
AutoCAD SHX Text
NEW FENDERED LANDING JETTY.
AutoCAD SHX Text
AUSTRALIAN HEIGHT DATUM
AutoCAD SHX Text
CHART DATUM
AutoCAD SHX Text
WATER LEVEL DATA SCALE 1:20
AutoCAD SHX Text
3.00m
AutoCAD SHX Text
2.12m
AutoCAD SHX Text
1.86m
AutoCAD SHX Text
1.18m
AutoCAD SHX Text
1.30m
AutoCAD SHX Text
0.62m
AutoCAD SHX Text
0.80m
AutoCAD SHX Text
0.12m
AutoCAD SHX Text
0.08m
AutoCAD SHX Text
-0.60m
AutoCAD SHX Text
0.00m
AutoCAD SHX Text
-0.68m
AutoCAD SHX Text
LOWEST ASTRONOMICAL TIDE
AutoCAD SHX Text
INDIAN SPRINGS LOW WATER
AutoCAD SHX Text
MEAN SEA LEVEL
AutoCAD SHX Text
MEAN HIGH WATER SPRINGS
AutoCAD SHX Text
HIGHEST ASTRONOMICAL TIDE
AutoCAD SHX Text
1 IN 100 YEARS HIGH WATER (AT 2016)
AutoCAD SHX Text
CONTROL POINT COORDINATES (m)
AutoCAD SHX Text
1
AutoCAD SHX Text
CP
AutoCAD SHX Text
2
AutoCAD SHX Text
3
AutoCAD SHX Text
4
AutoCAD SHX Text
5
AutoCAD SHX Text
6
AutoCAD SHX Text
7
AutoCAD SHX Text
8
AutoCAD SHX Text
9
AutoCAD SHX Text
10
AutoCAD SHX Text
12
AutoCAD SHX Text
13
AutoCAD SHX Text
14
AutoCAD SHX Text
15
AutoCAD SHX Text
16
AutoCAD SHX Text
17
AutoCAD SHX Text
18
AutoCAD SHX Text
19
AutoCAD SHX Text
20
AutoCAD SHX Text
11
AutoCAD SHX Text
22
AutoCAD SHX Text
23
AutoCAD SHX Text
24
AutoCAD SHX Text
25
AutoCAD SHX Text
21
AutoCAD SHX Text
X
AutoCAD SHX Text
Y
AutoCAD SHX Text
-46.0
AutoCAD SHX Text
-39.3
AutoCAD SHX Text
-33.3
AutoCAD SHX Text
-44.0
AutoCAD SHX Text
-38.8
AutoCAD SHX Text
-32.8
AutoCAD SHX Text
-20.6
AutoCAD SHX Text
-18.9
AutoCAD SHX Text
-28.6
AutoCAD SHX Text
-36.0
AutoCAD SHX Text
-30.3
AutoCAD SHX Text
-15.0
AutoCAD SHX Text
-17.1
AutoCAD SHX Text
-15.2
AutoCAD SHX Text
-20.7
AutoCAD SHX Text
-9.23
AutoCAD SHX Text
-7.94
AutoCAD SHX Text
-1.65
AutoCAD SHX Text
-4.61
AutoCAD SHX Text
-32.3
AutoCAD SHX Text
-13.2
AutoCAD SHX Text
-13.7
AutoCAD SHX Text
-14.3
AutoCAD SHX Text
-13.3
AutoCAD SHX Text
-16.0
AutoCAD SHX Text
14.3
AutoCAD SHX Text
9.08
AutoCAD SHX Text
9.82
AutoCAD SHX Text
-1.59
AutoCAD SHX Text
5.11
AutoCAD SHX Text
5.85
AutoCAD SHX Text
-3.70
AutoCAD SHX Text
-16.9
AutoCAD SHX Text
-67.4
AutoCAD SHX Text
-65.8
AutoCAD SHX Text
-77.3
AutoCAD SHX Text
-16.3
AutoCAD SHX Text
10.0
AutoCAD SHX Text
8.85
AutoCAD SHX Text
15.2
AutoCAD SHX Text
3.35
AutoCAD SHX Text
5.35
AutoCAD SHX Text
2.13
AutoCAD SHX Text
-7.40
AutoCAD SHX Text
-85.0
AutoCAD SHX Text
30.6
AutoCAD SHX Text
33.3
AutoCAD SHX Text
32.6
AutoCAD SHX Text
11.7
AutoCAD SHX Text
20.3
AutoCAD SHX Text
CP
AutoCAD SHX Text
26
AutoCAD SHX Text
27
AutoCAD SHX Text
28
AutoCAD SHX Text
29
AutoCAD SHX Text
30
AutoCAD SHX Text
31
AutoCAD SHX Text
32
AutoCAD SHX Text
33
AutoCAD SHX Text
34
AutoCAD SHX Text
36
AutoCAD SHX Text
37
AutoCAD SHX Text
35
AutoCAD SHX Text
X
AutoCAD SHX Text
Y
AutoCAD SHX Text
11.7
AutoCAD SHX Text
21.4
AutoCAD SHX Text
37.1
AutoCAD SHX Text
51.0
AutoCAD SHX Text
50.2
AutoCAD SHX Text
49.7
AutoCAD SHX Text
48.8
AutoCAD SHX Text
37.7
AutoCAD SHX Text
36.3
AutoCAD SHX Text
-37.4
AutoCAD SHX Text
16.3
AutoCAD SHX Text
43.4
AutoCAD SHX Text
52.6
AutoCAD SHX Text
75.8
AutoCAD SHX Text
96.5
AutoCAD SHX Text
103.1
AutoCAD SHX Text
103.5
AutoCAD SHX Text
104.1
AutoCAD SHX Text
111.5
AutoCAD SHX Text
112.5
AutoCAD SHX Text
162.1
AutoCAD SHX Text
89.8
AutoCAD SHX Text
66
AutoCAD SHX Text
67
AutoCAD SHX Text
68
AutoCAD SHX Text
69
AutoCAD SHX Text
71
AutoCAD SHX Text
72
AutoCAD SHX Text
73
AutoCAD SHX Text
74
AutoCAD SHX Text
70
AutoCAD SHX Text
130.4
AutoCAD SHX Text
45.1
AutoCAD SHX Text
46.4
AutoCAD SHX Text
60.3
AutoCAD SHX Text
63.5
AutoCAD SHX Text
75.8
AutoCAD SHX Text
78.8
AutoCAD SHX Text
60.3
AutoCAD SHX Text
58.9
AutoCAD SHX Text
66.2
AutoCAD SHX Text
132.2
AutoCAD SHX Text
125.5
AutoCAD SHX Text
127.5
AutoCAD SHX Text
153.0
AutoCAD SHX Text
152.2
AutoCAD SHX Text
144.1
AutoCAD SHX Text
140.6
AutoCAD SHX Text
118.2
AutoCAD SHX Text
116.1
AutoCAD SHX Text
141.8
AutoCAD SHX Text
75
AutoCAD SHX Text
1.85
AutoCAD SHX Text
34.2
AutoCAD SHX Text
LEGEND AREA LIGHT BB BOTTOM OF BANK TB TOP OF BANK Bit BITUMEN CL CENTRELINE K TOP OK KERB PSM PERMANENT SURVEY MARK SEP SIDE ENTRY PIT S/W STORMWATER TM TOP OF MOUND WT WATERTABLE EXISTING CONTOUR DRIVE DIRECTION SAFETY BARRIER GRADIENT COLLECTION PIT 1:3 BATTER SLOPE SEALED SURFACE
AutoCAD SHX Text
1:50
AutoCAD SHX Text
CONTRACTORS MUST VERIFY ALL DIMENSIONS PRIOR TO ANY OFF SITE FABRICATION.
AutoCAD SHX Text
AO
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
MAY 2016
AutoCAD SHX Text
A1
AutoCAD SHX Text
DRAWING NUMBER:
AutoCAD SHX Text
16201-2
AutoCAD SHX Text
E
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
REVISION:
AutoCAD SHX Text
SHEET SIZE:
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
SITE PLAN, TYPICAL SECTION & DETAIL
AutoCAD SHX Text
CLIENT:
AutoCAD SHX Text
KANGAROO ISLAND COUNCIL
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
PROPOSED BOAT RAMP FACILITY UPGRADE
AutoCAD SHX Text
PROJECT ADDRESS:
AutoCAD SHX Text
EMU BAY KANGAROO ISLAND
AutoCAD SHX Text
NOTES 1.SURVEY BY SYMONDS RYAN & CORNISH. SURVEY BY SYMONDS RYAN & CORNISH. 2.DATUM FOR LEVELS AUSTRALIAN HEIGHT DATUM. DATUM FOR LEVELS AUSTRALIAN HEIGHT DATUM. 3.SEA RESCUE CRAFT ARE TYPICALLY 8m TRAILABLE. SEA RESCUE CRAFT ARE TYPICALLY 8m TRAILABLE. 4.SAND DRIFT IS NORTH TO SOUTH. SAND DRIFT IS NORTH TO SOUTH.
AutoCAD SHX Text
@ A1
AutoCAD SHX Text
DIMENSIONS ARE IN METRES
AutoCAD SHX Text
50
AutoCAD SHX Text
40
AutoCAD SHX Text
30
AutoCAD SHX Text
20
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
1:500
AutoCAD SHX Text
AMENDMENTS
AutoCAD SHX Text
ISSUE
AutoCAD SHX Text
INT./DATE
AutoCAD SHX Text
PRELIMINARY ISSUE
AutoCAD SHX Text
A
AutoCAD SHX Text
AO 23.05.16
AutoCAD SHX Text
LAYOUT AMENDED
AutoCAD SHX Text
B
AutoCAD SHX Text
AO 27.06.16
AutoCAD SHX Text
MINOR AMENDMENTS
AutoCAD SHX Text
C
AutoCAD SHX Text
AO 04.07.16
AutoCAD SHX Text
MINOR AMENDMENTS
AutoCAD SHX Text
D
AutoCAD SHX Text
AO 08.07.16
AutoCAD SHX Text
JETTY LAYOUT AMENDMENTS
AutoCAD SHX Text
E
AutoCAD SHX Text
AO 12.08.16
> MINING> STRUCTURAL
> COASTAL> CIVIL
ENGINEERING CONSULTANTS267 BRIGHTON ROADSOMERTON PARK, SA 5044TELEPHONE: (08) 8295 8677www.magryn.com.au
AutoCAD SHX Text
FENDERING PYLONS (HDPE COVERED) @4m CTS. IN BETWEEN BOAT RAMPS.
AutoCAD SHX Text
RL-1.50 AHD
AutoCAD SHX Text
TOE LEVEL
AutoCAD SHX Text
BED LEVEL RL-2.00 AHD
AutoCAD SHX Text
RL-1.00 AHD
AutoCAD SHX Text
RL-0.50 AHD
AutoCAD SHX Text
RL+0.50 AHD
AutoCAD SHX Text
RL+1.00 AHD
AutoCAD SHX Text
RL+1.50 AHD
AutoCAD SHX Text
RL+2.00 AHD
AutoCAD SHX Text
RL+2.50 AHD
AutoCAD SHX Text
RL+3.00 AHD
AutoCAD SHX Text
RL+3.10 AHD
AutoCAD SHX Text
HEAD LEVEL
AutoCAD SHX Text
BOAT RAMP PLAN SCALE 1:100
AutoCAD SHX Text
RL+2.70 AHD
AutoCAD SHX Text
RL±0.00 AHD
AutoCAD SHX Text
A
AutoCAD SHX Text
-
AutoCAD SHX Text
NAVIGATION MARK/LIGHT.
AutoCAD SHX Text
NAVIGATION MARK/LIGHT.
AutoCAD SHX Text
24800
AutoCAD SHX Text
24800
AutoCAD SHX Text
24800
AutoCAD SHX Text
16200
AutoCAD SHX Text
16200
AutoCAD SHX Text
16200
AutoCAD SHX Text
DCJ
AutoCAD SHX Text
DCJ
AutoCAD SHX Text
DCJ
AutoCAD SHX Text
DCJ
AutoCAD SHX Text
DCJ
AutoCAD SHX Text
DCJ
AutoCAD SHX Text
EJ
AutoCAD SHX Text
EJ
AutoCAD SHX Text
EJ
AutoCAD SHX Text
CAST PLANK WITH HOLE CENTRAL FOR PILE.
AutoCAD SHX Text
B
AutoCAD SHX Text
-
AutoCAD SHX Text
1 IN 8 FALL
AutoCAD SHX Text
1.20m AHD TOP OF JETTY
AutoCAD SHX Text
1 IN 25 FALL
AutoCAD SHX Text
0.80m AHD TOP OF JETTY
AutoCAD SHX Text
8.0m WIDE BOAT RAMP 1:8 SLOPE
AutoCAD SHX Text
4.0m WIDE BOAT RAMP 1:8 SLOPE
AutoCAD SHX Text
1 IN 8 FALL
AutoCAD SHX Text
SJ
AutoCAD SHX Text
SJ
AutoCAD SHX Text
SJ
AutoCAD SHX Text
NEW FENDERED LANDING JETTY, REFER DWG 16062-4
AutoCAD SHX Text
ROCK RIPRAP
AutoCAD SHX Text
1.20m AHD TOP OF JETTY
AutoCAD SHX Text
1 IN 25 FALL
AutoCAD SHX Text
0.80m AHD TOP OF JETTY
AutoCAD SHX Text
1 IN 100 YEARS HIGH WATER (2.12m AHD)
AutoCAD SHX Text
HIGHEST ASTRONOMICAL TIDE (1.18m AHD)
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SCALE 1:
AutoCAD SHX Text
A
AutoCAD SHX Text
-
AutoCAD SHX Text
100
AutoCAD SHX Text
24800
AutoCAD SHX Text
24800
AutoCAD SHX Text
24800
AutoCAD SHX Text
16200
AutoCAD SHX Text
16200
AutoCAD SHX Text
16200
AutoCAD SHX Text
0.80 AHD
AutoCAD SHX Text
1.20 AHD
AutoCAD SHX Text
3.10 AHD
AutoCAD SHX Text
-2.00 AHD
AutoCAD SHX Text
MEAN SEA LEVEL (0.12m AHD)
AutoCAD SHX Text
LOWEST ASTRONOMICAL TIDE (-0.6m AHD)
AutoCAD SHX Text
±0.00 AHD
AutoCAD SHX Text
PROOF ROLLED SUBGRADE OR FILL COMPACTED TO 92% MDD
AutoCAD SHX Text
MANEUVERING AREA. 1:50 GRADE
AutoCAD SHX Text
RAMP SLOPE 1:8 CONCRETE SLAB
AutoCAD SHX Text
ROCK RIPRAP ON 1200R GEOTEXTILE
AutoCAD SHX Text
NEW CONCRETE PLANKS. 1:8 GRADE
AutoCAD SHX Text
TERRAFIX 1200R GEOTEXTILE
AutoCAD SHX Text
EXISTING GROUND/BOAT RAMP LEVEL
AutoCAD SHX Text
NEW FENDERED LANDING JETTY, REFER DWG 16062-4
AutoCAD SHX Text
DREDGE AREA TO SUIT
AutoCAD SHX Text
DETAIL
AutoCAD SHX Text
1
AutoCAD SHX Text
5
AutoCAD SHX Text
GENERAL COMPACTED FILL
AutoCAD SHX Text
MEAN HIGH WATER SPRINGS (0.62m AHD)
AutoCAD SHX Text
3.0m, TOP OF PILE
AutoCAD SHX Text
FENDERING PYLONS BETWEEN BOAT RAMPS @4m CTS
AutoCAD SHX Text
NOTE: FENDERING PYLONS FENDERS NOT SHOWN FOR CLARITY.
AutoCAD SHX Text
WAVE ATTENUATION BOARDS
AutoCAD SHX Text
200
AutoCAD SHX Text
200
AutoCAD SHX Text
200
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SCALE 1:
AutoCAD SHX Text
B
AutoCAD SHX Text
-
AutoCAD SHX Text
20
AutoCAD SHX Text
200
AutoCAD SHX Text
200
AutoCAD SHX Text
200
AutoCAD SHX Text
200
AutoCAD SHX Text
200
AutoCAD SHX Text
200
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
500
AutoCAD SHX Text
EXTEND GEOTEXTILE
AutoCAD SHX Text
EXTEND GEOTEXTILE
AutoCAD SHX Text
EXTEND GEOTEXTILE
AutoCAD SHX Text
EXTEND GEOTEXTILE
AutoCAD SHX Text
EXTEND GEOTEXTILE
AutoCAD SHX Text
LAP GEOTEXTILE 1m (TYP).
AutoCAD SHX Text
PROOF ROLLED SUBGRADE OR FILL COMPACTED TO 92% MDD.
AutoCAD SHX Text
GROOVE PATTERN AT 100CTS. REFER DETAIL.
AutoCAD SHX Text
GROOVE PATTERN AT 100CTS. REFER DETAIL.
AutoCAD SHX Text
R25 (TYP).
AutoCAD SHX Text
R25 (TYP).
AutoCAD SHX Text
FENDERING PYLONS (HDPE COVERED) @4m CTS. IN BETWEEN BOAT RAMPS. 4 TRELLEBORG DD100 FENDERS EVENLY SPACED AROUND
AutoCAD SHX Text
EJ
AutoCAD SHX Text
ON THE EASTERN SIDE OF RAMP ONLY.
AutoCAD SHX Text
PLASTIC POINTED CAPS.
AutoCAD SHX Text
3.50m AHD TOP OF PILE
AutoCAD SHX Text
NOTE: FIX FENDERS TO FENDERING PYLONS WITH TENSIONED 3mm THICK STAINLESS STEEL STRAP AROUND AT 1m CENTRES ALONG LENGTH OF PYLON.
AutoCAD SHX Text
CONTRACTORS MUST VERIFY ALL DIMENSIONS PRIOR TO ANY OFF SITE FABRICATION.
AutoCAD SHX Text
AO
AutoCAD SHX Text
AS SHOWN
AutoCAD SHX Text
MAY 2016
AutoCAD SHX Text
A1
AutoCAD SHX Text
DRAWING NUMBER:
AutoCAD SHX Text
16201-3
AutoCAD SHX Text
E
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
DESIGN:
AutoCAD SHX Text
REVISION:
AutoCAD SHX Text
SHEET SIZE:
AutoCAD SHX Text
TITLE:
AutoCAD SHX Text
BOAT RAMP PLAN & SECTIONS
AutoCAD SHX Text
CLIENT:
AutoCAD SHX Text
KANGAROO ISLAND COUNCIL
AutoCAD SHX Text
PROJECT:
AutoCAD SHX Text
PROPOSED BOAT RAMP FACILITY UPGRADE
AutoCAD SHX Text
PROJECT ADDRESS:
AutoCAD SHX Text
EMU BAY KANGAROO ISLAND
AutoCAD SHX Text
AMENDMENTS
AutoCAD SHX Text
ISSUE
AutoCAD SHX Text
INT./DATE
AutoCAD SHX Text
PRELIMINARY ISSUE
AutoCAD SHX Text
A
AutoCAD SHX Text
AO 23.05.16
AutoCAD SHX Text
DETAILS & SECTIONS ADDED
AutoCAD SHX Text
B
AutoCAD SHX Text
AO 27.06.16
AutoCAD SHX Text
NO CHANGES
AutoCAD SHX Text
C
AutoCAD SHX Text
AO 04.07.16
AutoCAD SHX Text
TITLE BLOCK AMENDED
AutoCAD SHX Text
D
AutoCAD SHX Text
AO 08.07.16
AutoCAD SHX Text
JETTY LAYOUT AMENDED
AutoCAD SHX Text
E
AutoCAD SHX Text
AO 12.08.16
> MINING> STRUCTURAL
> COASTAL> CIVIL
ENGINEERING CONSULTANTS267 BRIGHTON ROADSOMERTON PARK, SA 5044TELEPHONE: (08) 8295 8677www.magryn.com.au
STRUT, WAGNERS PROTRUDED FRP STRUCTURAL BONDED SECTIONS. SPANNING BETWEEN C1.
AutoCAD SHX Text
JETTY NOTES 1.APPROXIMATE LENGTH OF FENDERS PER JETTY: APPROXIMATE LENGTH OF FENDERS PER JETTY: TRELLEBORG DD10030m 30m TRELLEBORG DD20042m 42m 2.APPROXIMATE LENGTH OF ATTENUATION BOARDS PER JETTY: 69m. APPROXIMATE LENGTH OF ATTENUATION BOARDS PER JETTY: 69m. 3.DECKING WEBFORGE G38619 FRP GRATING (1000mm MAX. SPAN). CONNECTIONS TO BEARERS AND DECKING WEBFORGE G38619 FRP GRATING (1000mm MAX. SPAN). CONNECTIONS TO BEARERS AND STRUTS TO MANUFACTURER'S SPECIFICATIONS. 4.REFER GENERAL NOTES FOR PROTECTIVE COATINGS FOR STEELWORK. REFER GENERAL NOTES FOR PROTECTIVE COATINGS FOR STEELWORK. 5.ALL CLEATS TO BE GRADE 300+ STAINLESS STEEL. ALL CLEATS TO BE GRADE 300+ STAINLESS STEEL. 6.ALL WELDS TO BE 8mm CONTINUOUS FILLET WELD ALL AROUND. ALL WELDS TO BE 8mm CONTINUOUS FILLET WELD ALL AROUND. 7.FOR ALL BOLTED FRP CONNECTIONS USE 'ANTI-CRUSH INSERT' TO MANUFACTURER'S SPECIFICATIONS. FOR ALL BOLTED FRP CONNECTIONS USE 'ANTI-CRUSH INSERT' TO MANUFACTURER'S SPECIFICATIONS. 8.EDGE DISTANCE FOR BOLTS IN FRP SECTIONS TO BE A MINIMUM OF 50mm.EDGE DISTANCE FOR BOLTS IN FRP SECTIONS TO BE A MINIMUM OF 50mm.
AutoCAD SHX Text
125x125x6.5, WCFT
AutoCAD SHX Text
S2
AutoCAD SHX Text
STRUT, WAGNERS PROTRUDED FRP STRUCTURAL BONDED SECTIONS. SPANNING BETWEEN B1 AND B2.
AutoCAD SHX Text
AMENDMENTS
AutoCAD SHX Text
ISSUE
AutoCAD SHX Text
INT./DATE
AutoCAD SHX Text
PRELIMINARY ISSUE
AutoCAD SHX Text
A
AutoCAD SHX Text
AO 23.05.16
AutoCAD SHX Text
DETAILS REMOVED
AutoCAD SHX Text
B
AutoCAD SHX Text
AO 27.06.16
AutoCAD SHX Text
NO CHANGES
AutoCAD SHX Text
C
AutoCAD SHX Text
AO 04.07.16
AutoCAD SHX Text
PLAN ADDED, TITLE BLOCK AMENDED
AutoCAD SHX Text
D
AutoCAD SHX Text
AO 08.07.16
AutoCAD SHX Text
JETTY LAYOUT AMENDED
AutoCAD SHX Text
E
AutoCAD SHX Text
AO 12.08.16
> MINING> STRUCTURAL
> COASTAL> CIVIL
ENGINEERING CONSULTANTS267 BRIGHTON ROADSOMERTON PARK, SA 5044TELEPHONE: (08) 8295 8677www.magryn.com.au
AutoCAD SHX Text
16mm TH. CLEAT, 2M20 SS BOLTS, EACH END
AutoCAD SHX Text
B2
AutoCAD SHX Text
C1
AutoCAD SHX Text
B1
AutoCAD SHX Text
SECTION
AutoCAD SHX Text
SCALE 1:
AutoCAD SHX Text
D
AutoCAD SHX Text
4
AutoCAD SHX Text
10
AutoCAD SHX Text
TRELLEBORG DD200 FENDER. INSTALLATION AS PER MANUFACTURER'S SPECIFICATIONS
AutoCAD SHX Text
C1
AutoCAD SHX Text
B1
AutoCAD SHX Text
WEBFORGE G38619 FRP DECKING, FIXED TO SUBSTRUCTRE AS PER MANUFACTURERS SPECIFICATION
