EXISTING SITE PLAN PAUL TILSE ARCHITECTS · water meter. manhole. tap. ... repair. demolish existing retaining wall. ... bricks to be recycled or crushed and recycled - recycle gyprock
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METAL FENCE 5 METAL FENCE BACK OF KERB METAL FENCE 7 MARKHAM STREET W N S E EXISTING SITE PLAN 626 626 625 625 624 624 623 623 622 622 STREET ADDRESS 3 MARKHAM STREET A.01 DRAWING NO. SCALE 1:200 08.06.2016 DATE CLIENT BLOCK/SECTION MAWSON ACT DRAWING TITLE EXISTING SITE PLAN MOB 0410 123 410 [email protected]TEL 6162 2050 www.paultilsearchitects.com.au PAUL TILSE ARCHITECTS 6 / 25 BENTHAM ST YARRALUMLA ACT 2600 BLOCK 6 SECTION 2 MAWSON ACT KARL MEIER
PAUL TILSE ARCHITECTS 6 / 25 BENTHAM ST YARRALUMLA ACT 2600BLOCK 6 SECTION 2MAWSON ACT
KARL MEIER
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48.605
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17.375
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4°09'
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40.425
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DRIVEWAY
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GARAGE
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R 82.30 A 23.09
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CH 23.01 207°46'35
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CARPORT
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290°43'
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SUMP
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103°24'20"
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SHED
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WATER METER
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MANHOLE
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TAP
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CLOTHES LINE
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LETER BOX
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TAP
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GAS METER
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SINGLE STORY RESIDENCE WITH TILED ROOF 891m²
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RL 626.07
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GARAGE
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SCALE 1:200
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DRIVEWAY VERGE, REPAIR
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DEMOLISH EXISTING RETAINING WALL
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UTILITIES - ALL NETWORK INFRASTRUCTURE ON OR IMMEDIATELY ADJACENT THE SITE HAS BEEN IDENTIFIED ON THE UTILITIES PLAN - ALL POTENTIALLY DANGEROUS SUBSTANCES AND CONDITIONS (ASSOCIATED WITH OR RESULTING FROM THE DEMOLITION PROCESS) THAT MAY CONSTITUTE A RISK TO UTILITY SERVICES HAVE BEEN IDENTIFIED - ALL REQUIRED NETWORK DISCONNECTIONS HAVE BEEN IDENTIFIED AND THE DISCONNECTION WORKS COMPLY WITH UTILITY REQUIREMENTS - ALL WORKS ASSOCIATED WITH THE DEMOLITION COMPLY WITH AND ARE TO BE IN ACCORDANCE WITH UTILITY ASSET ACCESS AND PROTECTION REQUIREMENTS. - RETAIN WATER METERS AND RETURN TO ACTEW. - DISCONNECT AND CAP ALL SEVICES TO UTILITY REQUIREMENTS 3.0m FROM THE TIE POINT. - MAINTAIN EXISTING STORMWATER TIES.
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DEMOLITION PROCEDURE - ASBESTOS FIBRE SHEETING TO BE IDENTIFIED AND REMOVED BY A LICENSED CONTRACTOR PRIOR TO DEMOLITION - DISMANTLE ROOF TRUSSES AND TIMBER FRAMING AND BEAMS FOR SALVAGE AND REUSE WHERE POSSIBLE. - REMOVE GLASS AND WINDOWS FOR REUSE - BRICKS TO BE RECYCLED OR CRUSHED AND RECYCLED - RECYCLE GYPROCK SHEETING - CONCRETE (SLABS, VERANDAHS, PATHS, DRIVEWAYS ETC) TO BE TAKEN TO AN APPROVED CONCRETE RECYCLER. - STOCKPILE SITE TOPSOIL FOR REUSE IN THE NEW WORKS WHERE POSSIBLE - VEGETATION. REMOVE TREES TO BE REMOVED WITHOUT DISTURBANCE TO THOSE TREES TO BE RETAINED. PROTECT ALL VEGETATION TO BE RETAINED FROM DAMAGE DURING DEMOLITION AND SIRE CLEARING. - POLLUTION - AS PER ABOVE AND TO ACT POLLUTION CONTROL LAWS.
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- TEMPORARY TRAFFIC MANAGEMENT PLAN TO BE IN PLACE PRIOR TO DEMOLITION - SITE FENCING AND SEDIMENT AND EROSION CONTROL MEASURES TO BE IN PLACE PRIOR TO DEMOLITION EXISTING SERVICES - ELECTRICITY TO BE DISCONNECTED AS PER ACTEW REQUIREMENTS AND RECONNECTED WITH A TEMPORARY SUPPLY. - SEWER AND STORMWATER TO BE CAPPED TO UTILITY REQUIREMENTS. - TEMPORARY WATER SUPPLY TO BE MAINTAINED. - TEMPORARY PHONE LINE TO BE MAINTAINED. - TEMPORARY CONNECTIONS TO BE TO UTILITY REQUIREMENTS. - DEMOLITION MATERIAL TO BE SEPARATED INTO SEPARATE STREAMS TO ENSURE EASY ACCESS BY RECYCLING ORGANISATIONS, BUILDERS AND SUBCONTRACTORS.
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BUILDER TO RETAIN
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DRIVEWAY
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BUILDER TO DEMOLISH
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PROVIDE GEOTEXTILE SILT FENCE TO ENVIRONMENT ACT GUIDELINES TO LOWER SIDE OF SITE DURING CONSTRUCTION
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IF DAMAGED DURING
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CONSTRUCTION
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DEMOLISH EXISTING RETAINING WALL
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DEMOLISH EXISTING SHED
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DEMOLISH EXISTING GARAGE
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DEMOLISH EXISTING CLOTHESLINE & ASSOCIATED PAVING
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REMOVE EXISTING HOUSE
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DRIVEWAY
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RELOCATE EXISTING DRAINAGE SUMP TO HYDRAULIC ENGINEER'S DETAILS
PAUL TILSE ARCHITECTS 6 / 25 BENTHAM ST YARRALUMLA ACT 2600BLOCK 6 SECTION 2MAWSON ACT
KARL MEIER
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SCALE 1:200
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SITE AREA 891m²
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ALLOWABLE BUILDING AREA - 445.5m²
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TOTAL BUILDING AREA - 445.0m²
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GROUND FLOOR AREA - 184.1m²
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17.375
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4°09'
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40.425
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GARAGE
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R 82.30 A 23.09
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CH 23.01 207°46'35
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CARPORT
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290°43'
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MANHOLE
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BASEMENT AREA - 38.4m²
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C
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E
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WATER TANK NOTE: - 50% OR 100m² OF ROOF PLAN AREA WHTCHEVER IS THE LESSER, TO BE CONNECTED TO WATER TANK AND THE TAMK TO BE CONNECTED TO AT LEAST A TOILET, LAUNDRY COLD WATER AND ALL EXTERNAL TAPS.
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NOTES: - MASONRY CONSTRUCTION TO BE TO A.S.3700, A.S.4773, B.C.A PART 3.3 & ENGINEERS DETAILS - FRAMING TO BE DESIGNED BY FRAMING MANUFACTURER & TO COMPLY WITH BCA, A.S.1684.2 & ENGINEERS DETAILS - ROOF & WALL CLADDING TO BE INSTALLED TO MANUFACTURERS SPECIFICATIONS, BCA & A.S.1562
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NEW VEHICLE CROSSOVER
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RELOCATE EXISTING DRAINAGE SUMP
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APPROXIMATE LOCATION OF NEW DRAINAGE SUMP TO HYDRAULIC ENGINEER'S DETAILS
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NEW CONCRETE PAVING & STAIR.
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EXISTING VEHICLE CROSSOVER & DRIVEWAY
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NOTES: - LIGHTING TO COMPLY WITH: - AUSTRALIAN STANDARD AS1158 LIGHTING FOR ROADS AND PUBLIC SPACES PART3.1 - PEDESTRIAN AREA (CATEGORY P) LIGHTING - PERFORMANCE AND DESIGN REQUIREMENTS - AUSTRALIAN STANDARD AS1158: LIGHTING FOR ROADS AND PUBLIC SPACES PART 2: COMPUTER PROCEDURES FOR THE CALCULATION OF LIGHT TECHNICAL PARAMETERS FOR THE CATEGORY V AND CATEGORY P LIGHTING - AUSTRALIAN STANDARD AS4282: THE CONTROL OF OBTRUSIVE EFFECTS OF OUTDOOR LIGHTING IN THE CASE OF SECURITY LIGHTING - ALL DIRECTIONAL SIGNAGE TO COMPLY WITH THE REQUIREMENTS OF AS1742.10 (1991) MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES - PEDESTRIAN CONTROL AND PROTECTION
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900 HIGH BRICK LETTERBOX TO DETAILS
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EXISTING HOUSE (SHOWN DASHED)
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700 HIGH FENCE
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900 HIGH BRICK LETTERBOX TO DETAILS
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WM
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NEW WATER METER
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WM
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EXISTING WATER METER
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UP
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UP
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BLOCK 1: 460m²
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BLOCK 2: 431m²
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UNIT 1: OPEN SPACE REQUIRED: 134m² OPEN SPACE PROVIDED: 209m²
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UNIT 2: OPEN SPACE REQUIRED: 122m² OPEN SPACE PROVIDED: 183m²
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TOTAL OPEN SPACE REQUIRED: 256m² OPEN SPACE PROVIDED: 392m²
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RL 625.35
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RL 625.875
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RL 625.85
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RL 625.85
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UP
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CH 3000
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CH 2700
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48.605
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103°24'20"
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DP
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RL 625.30
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2000L TANK
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FOLDING CLOTHES LINE
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STEEL BALUSTRADE OVER BRICK WALL, MIN HEIGHT 1000mm ABOVE FFL
PAUL TILSE ARCHITECTS 6 / 25 BENTHAM ST YARRALUMLA ACT 2600BLOCK 6 SECTION 2MAWSON ACT
KARL MEIER
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SCALE 1:200
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RL 625.84
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RL 625.35
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4°09'
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17.375
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R 82.30 A 23.09
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CH 23.01 207°46'35
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40.425
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GARAGE
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CARPORT
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290°43'
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MANHOLE
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UP
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RL 625.35
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RL 625.84
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UP
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UP
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48.605
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700 HIGH FENCE
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UP
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48.605
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103°24'20"
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103°24'20"
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UP
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75mm MULCH SPECIFIED. DISH DRAIN TO BASE OF PLANT
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300mm LAYER OF VEGE-MIX SOIL TO ALL GARDEN BEDS
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EXCAVATE A PLANTING PIT TWICE THE DIAMETER OF THE ROOT BALL AND AT LEAST 100mm DEEPER THAN THE ROOTBALL. ROUGHEN SIDES & CULTIVATE BASE A FURTHER 150mm DEEP TO ENCOURAGE ROOT SPREAD. BACKFILL WITH PIONEER GM1 TOPSOIL AS SPECIFIED.
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APPLY SLOW RELEASE FERTILISER AT MANUFACTURERS RECOMMENDED RATE
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NOT TO SCALE
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STAKING REQUIRED FOR PLAN STOCK 25 LITRE OR LARGER - 2NO. 50x50 2100 HIGH CCA TREATED HWD STAKES FREE FROM KNOTS, WARPS ETC. TREES TO BE LOOSELY SUPPORTED BY HESSIAN TIES.
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ALL GARDEN BEDS TO BE BOUND BY CONCRETE DRIVEWAYS WITH SQUARE TOOLED EDGES. GARDEN BEDS TO BE SETDOWN BELOW FINISHED CONCRETE LEVELS TO ENSURE SOIL & MULCH IS RETAINED.
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RED MAPLE (RM)
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300mm
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JAMES STIRLING (JS)
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200mm
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AS PER PLAN
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1000 CTS
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CAMELIA SESANQUA (CS)
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140mm
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1000 CTS
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WHITE AZELEAS (WA)
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140mm
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1000 CTS
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- STRIP ANY TURF FROM GARDEN BED AREAS PRIOR TO PREPARING GARDEN BEDS. - HARDWOOD STAKES FOR ANY TREES TO BE CLEAR OF ROOT BALL. - HESSIAN TIES IN A FIGURE 8 & STABLED TO STAKES. - PROVIDE HARDWOOD CHIP MULCH FREE OF SOIL, STONES, WEEDS, RUBBISH, OR ANY OTHER DELETERIOUS MATERIALS. MULCH TO BE KEPT CLEAR OF PLANT STEM. - PROVIDE FERTIZILERS TO ALL PLANTS AS PER PLANT REQUIREMENTS. - PROVIDE 300mm THICK LAYER OF SOIL 'VEGE-MIX' TO GARDEN BEDS. - 100mm DEEP TOPPING OF PINE CHIP MULCH TO ALL GARDEN BEDS.
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BUILDER TO PROVIDE AN AUTOMATIC DRIP IRRIGATION SYSTEM TO WATER ALL NEW GARDEN BEDS.
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MAGNOLIA LITTLE GEM (MLG)
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300mm
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AS PER PLAN
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WM
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NEW WATER METER
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WM
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EX. WATER METER
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BATTERED GROUND
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BATTERED GROUND
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2000L TANK
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FOLDING CLOTHES LINE
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2000L TANK
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FOLDING CLOTHES LINE
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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GRASS
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NEW VEHICLE CROSSOVER
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APPROXIMATE LOCATION OF NEW DRAINAGE SUMP TO HYDRAULIC ENGINEER'S DETAILS
