1
2.51 2.29 2.02 1.97 1.98 1.71 1.47 3.22 2.88 1.44 1.33 2.40 3.86 3.53 3.60 10.55 10.11 10.00 10.10 10.95 10.74 10.87 10.71 10.83 10.87 10.85 3.69 6.01 3.0 3.5 4.0 4.0 4.5 4.5 4.5 5.0 5.0 5.0 5.5 5.5 5.5 6.0 6.0 6.0 6.5 7.0 7.5 8.0 8.5 9.0 9.5 10.0 10.0 10.5 Sign Sign Sign Sign Steps Edge Sign of Formation Edge of Bitumen Slipway T.B.M. Spike in Jetty Post R.L. 3.05 Rail Tap Invert Pipe Tap 100mm dia. PVC Tap Tap Tap Invert Pipe Tap Typ. NS Bott. Embank. Grassed Area 100mm dia. PVC Typ. NS Top Embank. Drainage Feature Tap Tap Tap T.B.M. Spike in Post R.L. 5.17 Top R. W. Base R. W. Shed Top R. W. R. W. Base Rail Rail Rail Edge of Carpark Edge of Carpark Pit of Bank Toe Bank of Top Toe of Bank Bank Toe of Top of Bank Edge Stay Pole Gas Meter Electricity Pole Sign Sign Top of Bank Bank Toe of Edge of Bitumen Base Retaining Wall Top Retaining Wall Bathing Box Bitumen Road Bitumen Road Electricity Pole with Light Electricity Pit Brick Pillar B P of Bitumen Top of Bank Top of Bank Sign 6.5 7.0 Gravel Carpark Top Retaining Wall Wall Top Retaining Floodlight Tower Floodlight Tower Proposed Lease Area Boundary 3.81 3.89 3.62 Edge of Jetty Toe of Bank Top of Bank Steps Steps Path Toe of Bank Speed Hump Drainage Pit IL 3.44 IL 3.26 Speed Hump Speed Hump IL 3.37 Centreline 2.5 100mm Dia. PVC Pipe 100mm Dia. PVC Pipe 90mm Dia. PVC Pipe SCALE 1:5000 at A1 LOCALITY PLAN PUBLIC TRANSPORT SERVICES (BUS ROUTE) PROPOSED BYS "SCOTTS SHED" DEVELOPMENT LOCAL SHOPS ALONG POINT NEPEAN ROAD SITE ANALYSIS PLAN SCALE 1:200 at A1 ALL LEVELS AND CONTOURS TO A.H.D. POINT NEPEAN ROAD 3.22 Drainage Feature BLAIRGOWRIE YACHT SQUADRON CLUBROOMS SCOTTS SHED FFL SECOND FLOOR 10.26 FFL GROUND FLOOR 3.51 FFL FIRST FLOOR 7.2 PROPOSED ADDITIONS BITUMEN EDGE OF W E S N PATH WINTER SUN SET WINTER SUN RISE SUMMER SUN SET SUMMER SUN RISE PREVAILING WEATHER EXISTING BUILDING STORMWATER TO SOAKAGE PIT TO LOCAL COUNCILS REQUIREMENTS. MAX. 55 SQ. M OF ROOF AREA TO SOAK PIT EXISTING WATER LINE TO SCOTTS SHED EXISTING SEWER LINE TO PUMP AND PIT AQUAMEISTER EFFLUENT TREATMENT PIPING ARRANGEMENT REFER SINCLAIR KNIGHT MERZ PTY LTD PROJECT NO ME01934.1 DRG M008 LEVEL CONTROL CONDUIT PVC WASH DOWN SLAB RUN OFF TREATMENT SUCTION LINE EXISTING SEWER LINE 8.54M 2.5M 21M 9.86M 47.54M 26.44M 26.64M 16.15M 2.45M EXISTING FIREBOOSTER PUMP BYS SITE AERIAL VIEW SCALE 1:1000 at A1 FFL SECOND FLOOR 9.88 FFL GROUND FLOOR 3.24 FFL FIRST FLOOR 6.48 PROPOSED ADDITION FFL 10.26 8.43M PROPOSED ADDITIONS PROPOSED 1200 WIDE RAMP TO CARPARK. APPROX 1:33 GRADIENT, (MIN REQ'D 1:12 - O.K) REFER ENGINEERS FOR DESIGN AND DETAILS BITUMEN CARPARK FGL 10.56 PROPOSED VERANDAH FFL 10.26 EXISTING BUILDING FFL 10.26 EXISTING BUILDING FFL 7.2 2400 2400 500-600 1200 1200 800-1000 ACCESSIBLE CAR SPACE SHARED AREA FLEXIBLE BOLLARD 1300MM HIGH ABOVE GROUND LEVEL COLOURED DISABILITY BLUE. LEFT HAND ACCESSIBLE CAR PARKING SPACES IN ACCORDANCE WITH AS2890.6 5400 SPACE IDENTIFICATION EACH DEDICATED SPACE SHALL BE IDENTIFIED BY MEANS OF A WHITE SYMBOL OF ACCESS IN ACCORDANCE WITH AS 1428.1 BETWEEN 800 MM AND 1000 MM HIGH PLACED ON A BLUE RECTANGLE WITH NO SIDE MORE THAN 1200 MM, PLACED AS A PAVEMENT MARKING IN THE CENTRE OF THE SPACE BETWEEN 500 MM AND 600 MM FROM ITS ENTRY POINT AS ILLUSTRATED SPACE DELINEATION PAVEMENT MARKINGS SPECIFIED IN ITEMS (A) AND (B) OF THIS CLAUSE SHALL BE YELLOW AND SHALL HAVE A SLIP RESISTANT SURFACE. RAISED PAVEMENT MARKERS SHALL NOT BE USED FOR SPACE DELINEATION. PAVEMENT MARKINGS SHALL BE PROVIDED AS FOLLOWS: 1. LINEMARKING 1.1. DEDICATED PARKING SPACES SHALL BE OUTLINED WITH UNBROKEN LINES 80 TO 100 MM WIDE ON ALL SIDES EXCEPTING ANY SIDE DELINEATED BY A KERB, BARRIER OR WALL. 2. SHARED AREAS SHALL BE MARKED AS FOLLOWS: 2.1. WALKWAYS WITHIN OR PARTLY WITHIN A SHARED AREA SHALL BE MARKED WITH UNBROKEN LONGITUDINAL LINES ON BOTH SIDES OF THE WALKWAY EXCEPTING ANY SIDE DELINEATED BY A KERB, BARRIER OR WALL. 2.2. OTHER VACANT NON-TRAFFICKED AREAS, WHICH MAY BE INTENTIONALLY OR UNINTENTIONALLY OBSTRUCTED (E.G. BY UNINTENDED PARKING), SHALL BE OUTLINED WITH UNBROKEN LINES 80 TO 100 MM WIDE ON ALL SIDES EXCEPTING ANY SIDE DELINEATED BY A KERB, BARRIER OR WALL, AND MARKED WITH DIAGONAL STRIPES 150 TO 200 MM WIDE WITH SPACES 200 MM TO 300 MM BETWEEN STRIPES. THE STRIPES SHALL BE AT AN ANGLE OF 45 ±10 DEGREES TO THE SIDE OF THE SPACE. 2.3. NO SHARED AREA MARKINGS SHALL BE PLACED IN TRAFFICKED AREAS. 2.4. ALL LINEMARKING MUST BE NON SLIP 3. BOLLARDS: 3.1. MINIMUM HEIGHT 1300MM 3.2. rECOMMENDED COLOUR BLUE TO CONTRAST AGAINST YELLOW LINE MARKING 3.3. RECOMMEND FLEXIBLE BOLLARDS TO REDUCE MOTOR VEHICLE DAMAGE KERB & CHANNEL OR LINE MARKING TO THIS END SCALE 1:50 at A1 DISABLED CARPARK. SEE DETAILS BELOW 800 Path Path Path RELOCATE EXISTING TRANSMISSION AERAILS FROM SOUTH SIDE EXISTING SPRS CONTROL TOWER RELOCATE EXISTING SOLAR PANELS FROM EXISTING ROOF AS REQUIRED NOT TO BE USED PRELIMINARY THIS DRAWING TO BE USED FOR TOWN PLANNING APPROVAL PURPOSES ONLY FOR CONSTRUCTION Drawn: Date: Scale: Project No: Amendments: Date: Drg No: Sheet No: THIS DRAWING IS PROTECTED BY FEDERAL COPYRIGHT LAW. COPYING IN ANY SHAPE OR FORM, IN WHOLE OR IN PART, WITHOUT WRITTEN AUTHORISATION OF PORT PHILLIP PLANS IS STRICTLY PROHIBITED. CIVIL PROCEEDINGS CLAIMING DAMAGES OR OTHER REMEDIES MAY BE BROUGHT AGAINST PERSONS FOUND COPYING THIS DOCUMENT WITHOUT PERMISSION. ORT HILLIP LANS THIS DRAWING IS PROTECTED BY FEDERAL COPYRIGHT LAW. COPYING IN ANY SHAPE OR FORM, IN WHOLE OR IN PART, WITHOUT WRITTEN AUTHORISATION OF PORT PHILLIP PLANS IS STRICTLY PROHIBITED. CIVIL PROCEEDINGS CLAIMING DAMAGES OR OTHER REMEDIES MAY BE BROUGHT AGAINST PERSONS FOUND COPYING THIS DOCUMENT WITHOUT PERMISSION. MULTI AWARD WINNING BUILDING DESIGN AND DRAFTING ORT HILLIP LANS WET AREAS: ALL WET AREAS SHALL COMPLY WITH AS3740. WALL FINISHES SHALL BE IMPERVIOUS TO A HEIGHT OF 1800MM ABOVE FLOOR LEVEL TO SHOWER ENCLOSURES AND 1500MM ABOVE BATHS, BASINS, SINKS AND TROUGHS IF WITHIN 75MM OF THE WALL. BRICK CAVITY TIES, AND STEEL LINTELS ETC. THAT ARE EMBEDDED OR FIXED INTO STEELWORK: MASONARY SHALL BE PROTECTED IN ACCORDANCE WITH A.S. 1650 OR A.S.3700 HOT DIPPED GALV., STAINLESS STEEL OR CADMIUM COATED. BRACING AND TIE-DOWNS: TO COMPLY TO AS1684 AND TIMBER FRAMING MANUAL SECTION 4 FOR SIMPLIFIED SYSTEM FOR WIND SPEEDS OF M/SEC. PROVIDE WALL TIES TO BRICKWORK AT MAX.600 CRS. IN ONE DIRECTION AND 450 IN OTHER DIRECTION AND WITHIN 300MM OF ARTICULATION JOINTS. TIMBER FRAMING: REFER TIMBER FRAMING MANUAL OR AS1684 UNLESS SPECIFIED BY ENGINEERS REPORT. SMOKE ALARMS: DENOTES LOCATION OF SMOKE ALARMS TO BE PROVIDED AND INSTALLED IN ACCORDANCE WITH AS3786 AND UNLESS INSTALLED IN AN EXISTING PART OF A CLASS 1, 2 OR 3 BUILDING OR A CLASS 4 PART OF A BUILDING TERMITE PROTECTION: WHERE THE BUILDING (OTHER THAN A CLASS 10a) IS LOCATED IN A DESIGNATED SUB-FLOOR VENTILATION: SUB-FLOOR VENTS TO PROVIDE A RATE OF 7500MM SQ. CLEAR VENTILATION PER 1000MM RUN OF EXTERNAL MASONARY WALL AND 2200MM SQ. CLEAR VENTILATION SOIL CLASSIFICATION: THESE PLANS TO BE READ IN CONJUNCTION WITH THE CONCRETE: ALL CONCRETE FOOTINGS AND SLAB TO BE IN ACCORDANCE WITH AS2870.1 GENERAL: THE OWNER/BUILDER, SUBCONTRACTOR SHALL VARIFY ALL DIMENSIONS, LEVELS SETBACKS AND SPECIFICATIONS PRIOR TO COMMENCING ANY WORKS OR ORDERING MATERIALS AND SHALL BE RESPONSIBLE FOR ENSURING THAT ALL BUILDING WORKS CONFORM TO THE BUILDING CODE OF AUSTRALIA, A.S. CODES (CURRENT EDITIONS) BUILDING REGULATIONS, LOCAL BY-LAWS AND TOWN PLANNING REQUIREMENTS. REPORT ALL DISCREPANCIES TO THIS OFFICE FOR CLARIFICATION. THESE NOTES ARE NEITHER EXHAUSTIVE NOR A SUBSTITUTE FOR REGULATIONS, STATUTORY REQUIREMENTS, BUILDING PRACTICE OR CONTRACTURAL OBLIGATIONS AND UNLESS EXPRESSLEY STATED OTHERWISE, ARE PROVIDED ONLY AS GUIDELINES. NO RESPONSIBILITY IS ACCEPTED FOR THEIR USE. BUSHFIRE AREAS: BUILDINGS IN BUSHFIRE PRONE AREAS SHALL COMPLY WITH AS3959-2018 CONSTRUCTION OF BUILDINGS IN BUSHFIRE PRONE AREAS. AUSTRALIAN STANDARDS: ALL WORK SHALL COMPLY BUT NOT LIMITED TO THE FOLLOWING AUSTRALIAN STANDARDS: AS1288 AS1562 AS1684 AS1860 AS2870 AS2904 AS3600 AS4055 AS3786 AS3740 AS3700 AS3660 GLASS IN BUILDINGS - SELECTION AND INSTALLATION. DESIGN AND INSTALLATION OF SHEET ROOF AND WALL NATIONAL TIMBER FRAMING CODE. INSTALLATION OF PARTICLE BOARD FLOORING. RESIDENTIAL SLABS AND FOOTINGS. DAMP-PROOF COURSES AND FLASHINGS. CONCRETE STRUCTURES. PROTECTION OF BUILDINGS AGAINST SUBTERRANEAN MASONRY IN BUILDINGS. WATERPROOFING OF WET AREAS IN RESIDENTIAL BUILDINGS. SMOKE ALARMS WIND LOADINGS FOR HOUSING. CLADDING. TERMITES AS4100 STEEL STRUCTURES. NOTES: DO NOT SCALE DRAWINGS, USE WRITTEN DIMENSIONS ONLY. WHO USES OR RELIES ON THESE PLANS WITHOUT THE AUTHORS WRITTEN CONSENT DOES SO AT OWN RISK AND NO RESPONSIBILITY IS ACCEPTED BY THE AUTHOR FOR AND FOR THE PURPOSE EXPRESSLY NOTIFIED TO THE AUTHOR. ANY OTHER PERSON THESE PLANS HAVE BEEN PREPARED FOR THE EXCLUSIVE USE OF THE CUSTOMER SUCH USE AND/OR RELIANCE. ROOF TILES. AS2049 AS2050 FIXING OF ROOFING TILES. AS2870 RESIDENTIAL SLABS AND FOOTINGS - CONSTRUCTION THESE PLANS SHALL BE READ IN CONJUNCTION WITH ANY STRUCTURAL OR CIVIL ENGINEERING COMPUTATIONS AND DRAWINGS. SOIL REPORT BY - REPORT NO.- FOOTINGS TO BE FOUNDED AT THE MINIMUM DEPTHS INDICATED IN THE SOIL REPORT TERMITE INFESTATION AREA THE BUILDING SHALL BE PROTECTED IN ACCORDANCE TERMITE WITH THE RELEVANT AUSTRALIAN STANDARD. GLAZING: GRADE A SAFETY GLAZING TO BE USED IN THE FOLLOWING CASES: i) ALL ROOMS - WITHIN 500MM VERTICAL OF THE FLOOR. ii) BATHROOMS - WITHIN 2000MM VERTICAL FROM THE BATH BASE. iii) LAUNDRY - WITHIN 1200MM VERTICAL FROM FLOOR AND/OR WITHIN 300MM HORIZONTAL FROM DOORS. iv) DOORWAY - WITHIN 300MM HORIZONTAL FROM ALL DOORS. SHOWER SCREENS CAN BE GRADE A SAFETY GLASS. MANUFACTURER. WINDOWS TO BE FLASHED ALL ROUND. WINDOW SIZES ARE NOMINAL ONLY. ACTUAL SIZE WILL VARY ACCORDING TO WINDOWS: STORMWATER: STORMWATER SHALL BE TAKEN TO LEGAL POINT OF DISCHARGE TO THE SATISFACTION OF THE RELEVANT AUTHORITY. AUTHORITY. SEWER OR SEPTIC SYSTEM SHALL BE IN ACCORDANCE WITH THE RELEVANT SEWER OR SEPTIC FOOTINGS NOT TO ENCROACH TITLE BOUNDARIES AND EASEMENT LINES. FOOTINGS: INSULATION: THESE PLANS TO BE READ IN CONJUNCTION WITH ENERGY RATING REPORT PROVIDED. FOR BUILDINGS IN CLOSE PROXIMITY TO THE SEA ENSURE THAT ALL STEELWORK PER 1000MM RUN OF INTERNAL DWARF WALLS. BOARD FLOORING AND 400MM IN A TERMITE DECLARED AREA. 150MM FOR FLOOR WITH STRIP FLOORING OR 200MM FOR FLOORS WITH PARTICLE PROVIDE CLEARANCE FROM UNDERSIDE OF BEARER TO FINISHED GROUND LEVEL OF FLOOR CLEARANCE: STAIR REQUIREMENTS: - (OTHER THAN SPIRAL STAIRS) ENSURE MAXIMUM GAP BETWEEN RISERS NOT TO EXCEED 125MM OR USE CLOSED SLIP FINISH OR SUITABLE NON SKID STRIP NEAR EDGE OF NOSINGS. RISERS AND TREADS TO BE CONSTANT IN SIZE THROUGHOUT FLIGHT. PROVIDE NON PRIVATE STAIRS (AND 250MM FOR PUBLIC STAIRS) GOING - 355MM MAXIMUM, 240MM MINIMUM; RISERS - 190MM MAXIMUM, 115MM MINIMUM; STAIRS: MAXIMUM OPENINGS BETWEEN BALUSTERS NOT TO EXCEED 125MM. 865MM MINIMUM HEIGHT HANDRAIL ABOVE STAIR NOSINGS AND LANDINGS. WHICH ARE 1000MM OR MORE ABOVE GROUND LEVEL. PROVIDE CONTINUOUS HANDRAIL 1000MM MINIMUM HEIGHT TO BALCONIES AND DECKS RISERS. - 100MM SQ. UP TO 1400MM LONG (1 No. H.D. WIRE); CONCRETE STUMPS: - 100MM SQ. 1400MM TO 1800MM LONG (2 No. H.D. WIRES); - 125MM SQ. 1801MM TO 3000MM LONG (2 No. H.D. WIRES). NOTE ALL STUMPS EXCEEDING 1200MM ABOVE GROUND TO BE BRACED. ALL NEW AND EXISTING WORKS. THE BUILDER SHALL SHALL ENSURE FOR THE GENERAL WATER TIGHTNESS OF EXISTING: THE BUILDER SHALL TAKE ALL STEPS NECESSARY TO ENSURE THE STABILITY OF NEW AND EXISTING STRUCTURES DURING ALL WORKS. THE SMOKE ALARM SHALL BE HARD WIRED WITH BATTERY BACKUP AND INTERLINKED. OPENINGS FROM FOOTINGS TO EAVES AT NO GREATER THAN 6 METER INTERVALS OR AS ENGINEERS RECOMMENDATIONS. TO ALL MASONARY WALLS PROVIDE FULL HEIGHT VERTICAL JOINTS AND/OR ARTICULATION JOINTS DOORS TO SMALL WC'S. WHERE THE SWING OF THE DOOR IS WITHIN 1200MM OF THE PAN, MUST EITHER SWING OUTWARDS OR BE REMOVABLE FROM THE OUTSIDE. IE SPLIT HINGES WITH A CUT DOWN DOOR. SAFETY DOORS PLASTIC ROOF & WALL CLADDING MATERIALS AS4256 MUST BE NON-CLIMBABLE BETWEEN THE HEIGHTS OF 150MM AND 760MM WHERE A DECK EXCEEDS 4.0 METERS ABOVE GROUND LEVEL, THE BALUSTRADE BALUSTRADING TO HIGH DECKS: AS3959 CONSTRUCTION OF BUILDINGS IN BUSHFIRE PRONE AREAS ORT HILLIP LANS ORT HILLIP LANS ORT HILLIP LANS ORT HILLIP LANS ORT HILLIP LANS ORT HILLIP LANS AS2047 INSTALLATION AND SELECTION OF WINDOWS AS3500 PLUMBING AND DRAINAGE SWIMMING POOL SAFETY STANDARDS. AS1926 METAL CLADDING: ALL METAL ROOF AND WALL CLADDING TO COMPLY WITH BCA TABLE 3.5.1.1a CORROSION PROTECTION 12 Byron Close Rye Mob. 0414 990 806 Rob Boyle Ph. (03) 5985 9990 Email: [email protected] web: www.portphillipplans.com.au PROPOSED MEETING ROOM AND RAMP FOR SOUTHERN PENINSULA RESCUE SQUAD AT 2900 POINT NEPEAN RD BLAIRGOWRIE ROB BOYLE 3/2/20 1:200 1:1000 1:5000 P40_002 P40_002 REV E 1 OF 4 SitePlan 33 REV E. TOWN PLANNING ISSUE 2/10/20 C:\Work\A_Port Phillip Plans\Projects P40\P40_002 Scotts Shed\P40_002 Scotts Shed Rev E.DWG, 2/10/2020 10:17:46 AM, ISO full bleed A1 (594.00 x 841.00 MM), 1:100

LOCALITY PLAN SITE ANALYSIS PLAN BYS SITE AERIAL VIEW · 2020. 12. 7. · concrete structures. protection of buildings against subterranean termites masonry in buildings. waterproofing

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Page 1: LOCALITY PLAN SITE ANALYSIS PLAN BYS SITE AERIAL VIEW · 2020. 12. 7. · concrete structures. protection of buildings against subterranean termites masonry in buildings. waterproofing

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