proposed site plan picket fence detail
TRANSCRIPT
Cross over to be in accordance with the local authority regulations
A R
C H
E R
S T
R E
E T
R.P.D.Lot Number :Reg./Survey Plan Number :Parish :County :Area :
35R26183RockhamptonLivingstone981 sqm
Kerb &
Channel
Sewer L
ine
F.F.L.= 43.0m
F.G.L.= 41.8m
win
ter
sunris
e
sum
mer
sunrise
win
ter
sunset
sum
mer
sunse
t
21.19
0 m
90
° 0
0' 0
0"
46.273 m
180° 00' 00"
21.19
0 m
270
° 0
0' 0
0"
46.273 m
0° 00' 00"
60
019
060
013
770
4990
60
019
0
250
600190
1210 4990 7393
14383 23490 8400
Neighbouring house
Carport
Neighbouring house
Exis
t sle
eper r
eta
inin
g w
all
PP
WM
Wate
r m
ain
lin
e
F.G.L.= 42.75m
Proposed Shed
Proposed Residence
Proposed Driveway
Proposed 25 x 2.76m Lap Pool
Proposed Pool Hut
600190
1210 5990 4883 25000
Proposed Driveway
Turf
Turf
Ramp UP at 1 in 4 max
1600 10410 - Ramp 590
1041
3450
13490
4250
3450
13490
4250
775
14383 23490 8400
100
0
STACKIN
G G
ATE
Solar Pool Heater
Turf
sel water feature
Exist timber picket fence to remain
New timber picket fence, Refer to detail this sheet
New timber picket fence, Refer to
detail this sheet
Solar panels
for HWS on roof
A R
C H
E R
S T
R E
E T
Kerb &
Channel
Neighbouring house
Carport
Neighbouring house
Exis
t reta
inin
g w
all
PP
WM
Wate
r m
ain
lin
e
Sewer L
ine
46.273 m
180° 00' 00"
46.273 m
0° 00' 00"21.19
0 m
90
° 0
0' 0
0"
21.19
0 m
270
° 0
0' 0
0"
Exist weld mesh to be removed
Exist weld mesh to be removed
Exist timber picket fence to remain
120
060
0
100 x 19 H3 treated pine pickets, gapped 20mm on 100 x 50 HWD rails
40 x 40 arris
100 x 100 HWD posts at 2400 max crs, 2/M12 galv mas anchors to retaining wall
conc mas block retaining wall
DESCRIPTIONNo. DATE
SHEET OF SHEETS
CHKD :
PLAN
SIZE:
REVISION
DRAWN :
WINDSPEED
PROJECT NUMBER
A2
REV
ISIO
NS this drawing
E-mail [email protected]
PRINT DATE :
PROJECT MANAGER
:
Telephone 61 7 49288011Facsimile 61 7 49266579
MEMBER
BUILDING DESIGNERS
ASSOC. OF QLD INC.
Licenced under
the QBSA Act
Lic No.
1180286
23/11/2018 1:04:47 PM
180107C1
PROPOSED RESIDENCE
FOR M & S. IHSAN
AT 259 ARCHER STREETTHE RANGE
TENDER ISSUEA 22/11/18
A
01
0114
Site Existing & ProposedSite Plan
1 : 200
Proposed Site Plan1
1 : 200
Site Existing2
1 : 20
Picket Fence Detail3
L09
DN 150
DN 175
1
2
3
4
ELEVATIONS
HC
DFW
SA
RF
Window Legend- 1200 high x 1800 wide- Sliding / Fixed- Sliding- Fixed- Double Hung- Awning- Casement- Louvre- Fixed Glass
1218XOXODACMTLF.G.
Glazing to wet areas to be
Glazing to remainder to be
obscure
solarblock
M09
10490
620
0250
path
1500 4500 8400 6390 4200 290 1520 590
600190
1210 5990 6393 4500 18990 8400
4300
619
030
00
3200
23490 2400
190 6010 190 12600
190 4310 190 5990 90 2100 90 2470 90 1400 90 1100 90 1010 90 4000 190 1310 6210 290300
290
190
60
1019
016
00
90
2310
90
1930
90
40
00
190
190
40
00
90
1930
140
3950
190
790 4310 190 7030 90 5100 90 5700 190
190
260
090
30
00
7420
190
190
5210
190
411
0790
90
02560
190
60
0
90
4420
40
0
90
1110
190
190
4510
90
4420
435
3220
- c
abin
etr
y435 19
0
190
370
0390
3710 600
190
6530500
90
raised floor
2000 2650450
90 2320 390 2990 190290
1520 590 1500 1800 2410 290
190450
3410 - cabinetry450
190 1800 2990 1200
190
450
4760
190
60
03510
90 1180 90 1200 90
4250
10490
620
0
10490
13490
4883 1510 23490 2400 6000
3345
3800
3345
375
050
0
190 1210 190 4610 190
190
4610
190
100
04990
60
019
0250
WC
VB
HS
EF
EC
SC
LMC
(tiles)Patio
(tiles)Living 3
(tiles)Living 2
(tiles)Dining
(tiles)Kitchen
(tiles)
ButlersPantry
(tiles)L'dry
(tiles)Garage
(tiles)Store
(sound insulated)Media Room
(tiles)Living 1
(tiles)Entry
(tiles)
GuestBedroom
(tiles)Porch
(tiles)P'DR
WIRLift
GB
DN 50
0642 FGP(1500 head ht)
0610
AW
2418
FG
2418
FG
2418 FG 2418 FG 2424 FG1206 AW 1206 AW
Lap Pool
1790 1810 990 1810 2490 610 1490 610 3090 2410 1890
790
3510
790
1810
990
1810
790
120
010
10790
2410
790
990
20
104490
20
10990
50
0511
0590
1090 4210 1090 910 1100 6390 4200
0918 XO
1310 500 590 3300 1200 1500
1600 10410 - ramp up at 1 in 4 max 590
Coloured Concrete Driveway
Ramp UP at 1 in 4 max
Coloured Concrete Driveway
DN 50
(epoxy)Shed
890 1810 790 910 590
recessed pool cover
190 1610 90 3910 190
390
1570
1890
60
019
060
0
690
3610
690
Owner's BBQ
190
1610
90
390 5210 390
1210 5990
190
3660
3850
90
080
20
1890 4100
1190
60
0
(tiles)BBQ Hut
190
170
019
60 0606 X
O
OPS
PG
framelss glass pool fence
p/coated alum fence panels between conc mas
block rendered piers
HW ST
gates
ACU ACU
2100 high Stratco 'Ezi-
slat' p/coated alum screen
fencing & gates
2100 high p/coated alum auto-stacking gate
Wheelie bins
CL
1400 deep Transition zone
2000 deep
400 deep
steps
SPP
TR
Services
2000 4990
1400
160
1540
win
ter
sunris
e
sum
mer
sunrise
win
ter
sunset
sum
mer
sunse
t
water feature
0909 F
G
RF
FZ pantry shelving
DW
KSGCT
WO
CM
KS
ECT
1200
DRY
WM
314
0
DN
300 wide recess for stacking gate
DN367
250
30
95590
2620
590
2845
50
0
Turfed Area
Sel Exhaust canopy above
Sel screen
O10
P10
N10
COMM.
DW
shelv
es
no step
2290 90
300
SL
SL
SL
SL
frameless glass pool fence
1310 500
s/steel grated strip drain
DN783
DN367
DN783
Turfed Area
Turfed Area
sel water feature
900h acrylic end panel to pool
1m wide smooth transition
HC
HC
HC
HC
(tiles) (tiles) (tiles) (tiles)
(tiles)
(tiles)
(tiles)
(carpet)
Coloured Concrete Driveway
(tile
s)
(tile
s)
DP
DPDPDP
DP
DPDP
DP
DP
DP
DP
DP
(tiles)
(conc)
WC WC
HB
dry floor waste discharges to rubble pit
HWS
HC
WR
750
1400180 high landing
750
970
D1
D2
D3
D4
D5D6
D5A
D7
D8
D9
D10
D11
D12
D19
D20
D13
D14
D15
D16
D18
D17
SA
cabin
etr
y
PS
PS
PSPS
cabinetry
See details on sheet 06 for this wall
(150
0 h
ead h
t)
1206 FG 1206 FG
0903 cutout
screen doors
1500 high c/bond screen gate
DESCRIPTIONNo. DATE
SHEET OF SHEETS
CHKD :
PLAN
SIZE:
REVISION
DRAWN :
WINDSPEED
PROJECT NUMBER
A2
REV
ISIO
NS this drawing
E-mail [email protected]
PRINT DATE :
PROJECT MANAGER
:
Telephone 61 7 49288011Facsimile 61 7 49266579
MEMBER
BUILDING DESIGNERS
ASSOC. OF QLD INC.
Licenced under
the QBSA Act
Lic No.
1180286
23/11/2018 1:04:48 PM
180107C1
PROPOSED RESIDENCE
FOR M & S. IHSAN
AT 259 ARCHER STREETTHE RANGE
TENDER ISSUEA 22/11/18
A
02
0214
Ground Floor Plan
1 : 100
Ground Floor Plan1
Plan Legend
KS Under slung Kitchen Sink
LMC Lift Machine Cabinet
MH Man Hole
OPS Outdoor Pool Shower (hot & cold)
PG 1200 high glass self closing Poolgate with safety latch
PS Plumbing Stack
RF Refrigerator
SA Photoelectric Smoke Alarm
SC Storage cabinet by cabinetmaker
SPA 1400 x 1400 Jacuzzie Spa
SPP Swimming Pool Pump
TR Towel Rail
VB Vanity Basin
WC Toilet
WM Washing Machine
WO Wall Oven
WR Shower Wall Recess, see detail onsht 03
Plan Legend
ACU Air Conditioner Unit
BTH Free standing Bath
CC Ceiling Cassette
CF Ceiling Fan
CL Wall Mounted Clothes Line
CM Coffee machine
DFW Dry Floor Waste
DP Down Pipe
DRY Dryer
DT Built-in Dressing Table
DW Dishwasher
EC Electronics cabinet by cabinetmaker
ECT Electric Cooktop
EF Mechanical exhaust fan dischargingto outside air in accord. with AS1668.2 ( 25L/sec per. min.)
FW Floor Waste
FZ Freezer
GB Gas Bottles
GCT 900mm wide gas Cooktop
HB Hand Basin
HC Hose Cock
HS Hobless Shower
HW ST Solar Hot Water Storage Tank
HWS Hot Water System
Floor Areas
External
Porch 9.1 m²
BBQ Hut 23.1 m²
Patio 23.7 m²
Shed 24.9 m²
Open Deck 47.2 m²
Internal
Garage 39.0 m²
First Floor Habitable 216.3 m²
Ground Floor Habitable 248.5 m²
Grand total 631.8 m²
L09
M09
TR
VB
WC
HS
TR
VB
WC
190605 2515 - cabinetry 600
90400 1870 4660 1490 9051090510 2490 90
190 4120 90 1200 90 2680 90 2470 90 1400 90 3600 90 2600 190
260 2160 90 1800 90 4000 190
4500 8590 2430 7970 2400
190 5600 90 3950 90 1500 90 2700 90 4500 190 2400
SPA
400 2265 - cabinetry 90 1285 90 1500 90 1710 90 900 90 5670 220 1200
4500 18990
190
3910
90510
90
40
20
40
090
40
00
190
190
20
7090
373
09060
06530
190
13490
30
00
10490
20
012
25
190
3800
90
510
90
40
20
90
1510
190
19060
020
1090
1250
140
190
3950
140
1530
90
440
019
0
190
3950
09050 0
60
20
190
190
1011
019
0
190
2820
190
3345
3800
3345
60
0240
0
10490
23490
90
2210
90
2720
1300
90
140
090
2910
190
Linen
Robe
120
0w s
q h
d
TRTR
TR
VB
VB
VB
WC
WC
HS
HS EF
BTH
(carpet)
LeisureRoom
(tiles)Open Deck
(carpet)Bed 3
(tiles)Ens (carpet)
WIR
(carpet)Bed 4
(tiles)Ens
(carpet)WIR
(carpet)Study
(carpet)Master Suite
(tiles)Ensuite
(carpet)Bed 2
(tiles)Ens
(carpet)WIR
Lift
240
6 L
1340
1310
1185
2375
1630
1310
1340
1780
4320
1890
1310
60
014
90
610
1490
1518 AW
0409 AW
1206 A
W
all around300 o/h 5490 1810 1290
1206 AW1206 AW0909 AW1518 AW 1518 AW 1518 AW
2090 1810 3090 1810 1390 910 890 1810 690 610 2890 610 390
DT
3.00°
box g
utt
er
wrought iron balustrade
Window Legend- 1200 high x 1800 wide- Sliding / Fixed- Sliding- Fixed- Double Hung- Awning- Casement- Louvre- Fixed Glass
1218XOXODACMTLF.G.
Glazing to wet areas to be
Glazing to remainder to be
obscure
solarblock
DN 50w
inte
r
sunris
e
sum
mer
sunrise
win
ter
sunset
sum
mer
sunse
t
1
2
3
4
ELEVATIONS
1209 A
W
890
90
0700
03800
0
590
20
20
590
Suspended conc
Lin
en
Framed TV recess
90
160
090
2710
190
90555 2445 60090
1100 2250 1100
600
90 5400 190
DN100
1200 390 810 0
FALL 50
sel glass balustrading
wrought iron balustrading
cabinetry
cabinetry
cabin
etr
y
DP
DPDPDP
DP
DPDP
DP
MH
WR
SA
SA
SA
SA
SA
WR
WR
D26
D25
D27
D31
D30D29
D28
D33
D32
D34
D41D40
D39
D35
D38D37
D40
D36
D42
HC
FW
FW
FW
FW
First Floor Level 46.440 m
Roof Plate Level 49.440 m
90
0300
2700
tiled recess
200 200
DESCRIPTIONNo. DATE
SHEET OF SHEETS
CHKD :
PLAN
SIZE:
REVISION
DRAWN :
WINDSPEED
PROJECT NUMBER
A2
REV
ISIO
NS this drawing
E-mail [email protected]
PRINT DATE :
PROJECT MANAGER
:
Telephone 61 7 49288011Facsimile 61 7 49266579
MEMBER
BUILDING DESIGNERS
ASSOC. OF QLD INC.
Licenced under
the QBSA Act
Lic No.
1180286
23/11/2018 1:04:49 PM
180107C1
PROPOSED RESIDENCE
FOR M & S. IHSAN
AT 259 ARCHER STREETTHE RANGE
TENDER ISSUEA 22/11/18
A
03
0314
First Floor Plan
1 : 100
First Floor Plan1
Plan Legend
KS Under slung Kitchen Sink
LMC Lift Machine Cabinet
MH Man Hole
OPS Outdoor Pool Shower (hot & cold)
PG 1200 high glass self closing Poolgate with safety latch
PS Plumbing Stack
RF Refrigerator
SA Photoelectric Smoke Alarm
SC Storage cabinet by cabinetmaker
SPA 1400 x 1400 Jacuzzie Spa
SPP Swimming Pool Pump
TR Towel Rail
VB Vanity Basin
WC Toilet
WM Washing Machine
WO Wall Oven
WR Shower Wall Recess, see detail onsht 03
Plan Legend
ACU Air Conditioner Unit
BTH Free standing Bath
CC Ceiling Cassette
CF Ceiling Fan
CL Wall Mounted Clothes Line
CM Coffee machine
DFW Dry Floor Waste
DP Down Pipe
DRY Dryer
DT Built-in Dressing Table
DW Dishwasher
EC Electronics cabinet by cabinetmaker
ECT Electric Cooktop
EF Mechanical exhaust fan dischargingto outside air in accord. with AS1668.2 ( 25L/sec per. min.)
FW Floor Waste
FZ Freezer
GB Gas Bottles
GCT 900mm wide gas Cooktop
HB Hand Basin
HC Hose Cock
HS Hobless Shower
HW ST Solar Hot Water Storage Tank
HWS Hot Water System
Floor Areas
External
Porch 9.1 m²
BBQ Hut 23.1 m²
Patio 23.7 m²
Shed 24.9 m²
Open Deck 47.2 m²
Internal
Garage 39.0 m²
First Floor Habitable 216.3 m²
Ground Floor Habitable 248.5 m²
Grand total 631.8 m²1 : 50
Shower Wall Recess2
Ground Floor Level 43.000 m
First Floor Level 46.440 m
Roof Plate Level 49.440 m
Ground Floor Top Plate 45.740 m
selected metal gutters, fascias, barges, ridge
capping and valley gutters
selected aluminium framed glass windows and doors
render finish over concrete masonry block piers
25°
P/coated alum & fixed glass balustrading
render finish over concrete masonry blockwork walls & fence
render finish over h'tex base sheets
selected tiled roofing
Ground Level 41.800 m
concrete masonry blockwork retaining wall - no finish
selected tiled roofing
p/coated alum fence panelsp/coated alum screen fencing & gates to services yard
timber picket fence on retaining wall
Ground Floor Level43.000 m
First Floor Level46.440 m
Roof Plate Level49.440 m
Ground Floor Top Plate45.740 m
Ground Level41.800 m
render finish to conc mas block fence
sel paint finish to conc mas block pool wall
conc mas block retaining wall - no finish
HWS solar panels
Ground Floor Level 43.000 m
First Floor Level 46.440 m
Roof Plate Level 49.440 m
Ground Floor Top Plate 45.740 m
Ground Level 41.800 m
selected panel lift
door
Sel wrought iron balustrade
architectural mouldings
p/coated alum gates & fence panels
Mailboxintercom
meter box
DESCRIPTIONNo. DATE
SHEET OF SHEETS
CHKD :
PLAN
SIZE:
REVISION
DRAWN :
WINDSPEED
PROJECT NUMBER
A2
REV
ISIO
NS this drawing
E-mail [email protected]
PRINT DATE :
PROJECT MANAGER
:
Telephone 61 7 49288011Facsimile 61 7 49266579
MEMBER
BUILDING DESIGNERS
ASSOC. OF QLD INC.
Licenced under
the QBSA Act
Lic No.
1180286
23/11/2018 1:05:00 PM
180107C1
PROPOSED RESIDENCE
FOR M & S. IHSAN
AT 259 ARCHER STREETTHE RANGE
TENDER ISSUEA 22/11/18
A
04
0414
Elevations
1 : 100
Elevation 11
1 : 100
Elevation 32
1 : 100
Elevation 23
1 : 100
Elevation 44
UP UP
UP
44500
44000
450
00
435
00
43000 4
2500
42000
41500
41000
40500
DN 150
DN 50
FALL 50
FW
WC
SHR
B
LT
Plumbing Abbreviations :B BTHCSKDFDWFWFWGHWUICIOMHORGSHRSKSWSWPLTTDURVPWCWM
: Basin: Bath: Cleaners Sink: Drinking Fountain: Dishwasher: Floor Waste: Floor Waste Gully: Hot Water Unit: Inspection Opening: Inspection Chamber: Manhole: Overflow Relief Gully: Shower: Sink: Stormwater: Storm Water Pit: Laundry Tub: Tundish: Urinal: Vent Pipe: Water Closet: Washing Machine
SKDN 50
Garage D
oor R
ebate
EXTERNAL WALL FACE
Setout Line
Door R
ebate
M09
O10
P10
N10
Seto
ut
Lin
e
Setout LineSetout Line
Setout Line
Seto
ut
Lin
eSeto
ut
Lin
e
Seto
ut
Lin
e
SK
SK
790
3510
60
0
790 3710 600
1500 5100 18390 1310 1090 1500 1800 1200 1500
600
190
13593 23490 2400
790 1210 5990 4883 5010 3900 10900 4900 8400
4610 400 19700 290 1810 290 1810 290 1810 290 1810 290
4500 18990
1270 160 1095 1180
220
1660
8610
600190
12093 1500 23490 2400
2000 4990 7393 4500 14790 1600 10410 590
790 1210 4990 11893 8400 6390 4200 1310 1090 6000
320
40
0320
40
0320
40
040
0
3200
13490
90
02560
8590
490
0
30
00
619
04300
60
04990
100
080
20
90
03850
60
0
16690
90
02560
10490
620
0250
4250
50
02845
3800
2595
750
5910
290
DN100
WCB
FALL 4
0
win
ter
sunris
e
sum
mer
sunrise
win
ter
sunset
sum
mer
sunse
t
1400 deep
Transition zone 2000 deep
400 deep
HWS
s/steel grated strip drain
Door Rebate
Door R
ebate
Door R
ebate
Door R
ebate
Garage D
oor
Rebate
Door Rebate
FALL 15
FALL 15
FALL 25
DN367
DN783
DN367
DN783
DN 100
350
1390
confirm lift pit dimensions with
lift manuf
Garage D
oor R
ebate
Door Rebate
590
1431
390
1431
390
1431
390
1432
590
1840
590
1378
390
1378
590
5610
590
250
50
080
7518
40
4325
5610
590
1810 290 1810 290 1810 290 1810 290 1810 290 1810 290
8400
12600
250
440
19060
0
790
25000
290
cut
fill
cut
fill
1m wide smooth transition
SK
Verify location with owner
DP
DPDPDP
DP
DPDP
DP
Kerb &
Channel
200 wide strip drain with class D grate over
discharging to SW pit
Ramp UP at 1 in 4 max
2800
200 wide strip drain with class D grate over
DN 20
no step at rebates
FALL 65
DP
DP
DP
DP
300sq SW pit with class B grate over
Conc spoon drain behind top of retaining wall, fall spoon drain to SW pits
300sq SW pit with class B grate over
450sq SW pit with class D grate over
450sq SW pit with class B grate over
450sq SW pit with class D grate over
450sq SW pit with class B grate set in circular conc surround to match water feature above, Ensure surface level is lowest in line to allow for discharge in major eventsrecessed pool
cover pit
no step at rebate
DN 20
no step to tiles
no step
REFER TO FORM 15 FOR SW DRAINAGE BY CALIBRE CONSULTING
100 dia uPVC at 2% fall
100 dia uPVC at 2% fall
100 dia uPV
C at 2%
fall
150 dia uPV
C at 1%
fall
150 dia uPVC at 2% fall
2/100 dia uPVC at 2%
fall to kerb adaptors
2/100 dia uPVC at 2%
fall to kerb adaptors
150 dia uPVC at 2% fall
150 dia uPV
C at 2%
fall
150 dia uPVC at 2% fall
150 dia uPVC at 2% fall
100
dia
PV
C
100
dia
PV
C
150 d
ia P
VC
100 dia uPVC at 2% fall
100 dia uPV
C at 1%
fall
100 dia uPV
C at 2%
fall
STORMWATER NOTES1. Stormwater drainage to be 1% grade unless otherwise noted2. All noted stormwater grades are minimum3. All stormwater pits within trafficable areas to have heavy duty class D grates
sub-soil drain
Sub-soil drain
Sub-soil drain
DESCRIPTIONNo. DATE
SHEET OF SHEETS
CHKD :
PLAN
SIZE:
REVISION
DRAWN :
WINDSPEED
PROJECT NUMBER
A2
REV
ISIO
NS this drawing
E-mail [email protected]
PRINT DATE :
PROJECT MANAGER
:
Telephone 61 7 49288011Facsimile 61 7 49266579
MEMBER
BUILDING DESIGNERS
ASSOC. OF QLD INC.
Licenced under
the QBSA Act
Lic No.
1180286
23/11/2018 1:05:01 PM
180107C1
PROPOSED RESIDENCE
FOR M & S. IHSAN
AT 259 ARCHER STREETTHE RANGE
TENDER ISSUEA 22/11/18
A
05
0514
Ground Floor Slab & SWDrainage Plan
1 : 100
Ground Floor Slab & SW Drainage Plan1
M & S Ihsan
4 Red Penda Court
Norman Gardens, QLD 4701
By email: [email protected]
Our ref: 062501-01
Dear Mr and Mrs Ihsan
Re: 259 Archer Street, The Range – Rockhampton Airport – Obstacle Limitation Surfaces Study
Please find in this correspondence an assessment of the proposed development located at 259 Archer Street,
The Range, Rockhampton, QLD 4700 relative to the obstacle limitation surfaces (OLS) of Rockhampton Airport.
1.1. Project background
Rufus Design Group (RDG) is preparing an application for height concession with Rockhampton Regional
Council for a residential house located on Lot 35R26183 at 259 Archer Street, The Range, Rockhampton, in
Queensland (QLD).
The proposed development (the Project) involves the construction of a two-storey residential house.
Figure 1 shows the proposed design of the project (source: RDG, project No. 180107-17, revision A, dated 22
November 2018).
1.2. Scope of Works
RDG has engaged Aviation Projects to set out the planning context from an aviation perspective and prepare an
assessment of the project relative to Rockhampton Airport’s OLS.
1.3. Task methodology
The task was performed according to the steps outlined below:
1. Review supplied client material;
2. Review and set out the planning context;
3. Prepare an OLS assessment;
4. Prepare a draft letter report for client review; and
5. Prepare a final report for client acceptance.
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Figure 1 Proposed residence at 259 Archer Street
1.4. References
References used or consulted in the preparation of this report include:
• Airservices Australia, Aeronautical Information Package; including AIP Book, Departure and Approach
Procedures, and En Route Supplement Australia effective 28 February 2019;
• Civil Aviation Safety Authority, Manual of Standards Part 139 – Aerodromes, version 1.14:
dated January 2017;
• Department of Infrastructure, Local Government and Planning, QLD State Government, Development
Assessment mapping system and State Planning Policy Planning interactive mapping system;
• Rockhampton Region Planning Scheme, version 1.1, dated 2015; and
• other references as noted.
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1.5. Client material
RDG provided the following materials for the purposes of this assessment:
• RDG, Proposed Residence for M & S Ihsan at 259 Archer Street the Range.pdf, project number
180117-17, revision A, dated 22 November 2018;
• RDG, Application for Height Concession;
• Rockhampton Regional Council, Airport Height Limitation Map, accessed 20 February 2019; and
• Rockhampton Airport, Rockhampton Airport Master Plan 2017-2037,17 November 2017.
1.6. Site overview
The Project site is located approximately 1.3 km (0.7 nm) north east from Rockhampton Airport’s runway 33
threshold.
Figure 2 shows the location of the project relative to Rockhampton Airport (source: Google Earth, 2019).
Figure 2 Project site location
Proposed
project site
location
Rockhampton
Airport runway
33 threshold
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1.7. Planning context
The Civil Aviation Safety Authority (CASA) regulates aviation activities in Australia. Applicable requirements
include the Civil Aviation Regulations 1988 (CAR), Civil Aviation Safety Regulations 1998 (CASR) and
associated Manual of Standards (MOS) and other guidance material.
Chapter 7 of Manual of Standards Part 139—Aerodromes, provides specific regulatory provisions relating to
obstacle limitation surfaces which are copied below:
7.1.3.1 An aerodrome operator must establish the OLS applicable to the aerodrome.
Note: A description and illustration of the obstacle limitation surfaces is provided in Section 7.3.
7.1.3.2 The following OLS must be established for a non-instrument runway and a non-precision
instrument runway:
(a) conical surface;
(b) inner horizontal surface;
(c) approach surface;
(d) transitional surface; and
(e) take-off climb surface.
7.1.3.4 The physical dimensions of the OLS surfaces, for approach runways, must be determined
using Table 7.1-1.
A copy of Table 7.1-1 is provided in Figure 3.
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Figure 3 A copy of Table 7.1-1
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1.8. Rockhampton Region Planning Scheme
Rockhampton Region Planning Scheme version 1.1. dated 2015 includes an Airport environs overlay code. The
purpose of the airport environs overlay code is to ensure that:
(a) the current and future operations of the Rockhampton Airport and associated aviation facilities
are not adversely impacted by development and land uses;
(b) development within the vicinity of the Rockhampton Airport is not adversely impacted by the
operation of airports and aviation facilities; and
(c) the number of people likely to be adversely affected by significant aircraft noise is not increased.
Acceptable Outcome A01.1 of Rockhampton Region Planning Scheme ensures that new development does not
penetrate the airport's operational airspace as identified on overlay map OM-2A.
Copy of overlay map OM-2A is provided in Figure 4 (source: Rockhampton Region Planning Scheme, version
1.1, dated 2015.
Figure 4 Airport Obstacle Limitation Surface Overlay Map OM-2A
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A close up of Rockhampton overlay map OM-2A is provided in Figure 5.
Figure 5 Rockhampton Airport's OLS - Rockhampton Region Planning Scheme Maps
The Rockhampton Airport OLS Overlay map shows new development height constraints in metres above ground
level (AGL) rather than specifying the OLS’s height constraint in metres Australian Height Datum (AHD). This is
not as specified in Chapter 7 of the MOS 139. Therefore, for the purposes of the OLS assessment, the overlay
map OM-2A does not provide sufficient information to assess the potential impact of the Project on the OLS.
1.9. Rockhampton Airport Master Plan
Rockhampton Airport Master Plan 2017-2037 (dated 17 November 2017) considers the OLS for the long-term
future airport development. These OLS are based on Code 4 (runway 04/22) and Code 2 (runway 13/33)
runways.
Exhibit 7-1 of Rockhampton Airport Master Plan in relation to Rockhampton Airport OLS is provided in Figure 6.
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Figure 6 Copy of Exhibit 7-1
The height of the inner horizontal surface as illustrated in the Rockhampton Airport Master Plan is
53.53 m AHD. The height of the inner horizontal surface should be rounded off to 53.5 m AHD as per the
recommendations of subsection 7.3.2.1 of MOS 139.
Proposed
project site
location
Horizontal extent of the
inner horizontal surface and
height in m (AHD)
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1.10. State Planning Interactive Mapping System
Due to discrepancies in the inner horizontal surface height of Rockhampton Airport presented in Rockhampton
Region Planning Scheme version 1.1. dated 2015 and Rockhampton Airport Master Plan 2017-2037 (dated
22 November 2017), the Queensland Government’s State Planning Interactive Mapping System was used to
cross-check the OLS assessment.
An overview of the Project site area relative to the inner horizontal surface is provided in Figure 7 (source:
Queensland Government, State Planning Interactive Mapping System, Strategic Airport and Aviation Facilities,
Obstacle limitation surfaces contours). This data source indicates the height of the inner horizontal surface is
53.5 m AHD.
Figure 7 Proposed project site area overview
Proposed
project
location
The horizontal extent
of the inner horizontal
surface and height in
m (AHD)
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A close up of the project site location relative to the inner horizontal surface of Rockhampton Airport is
provided in Figure 8 (source: Queensland Government, State Planning Interactive Mapping System, Strategic
Airport and Aviation Facilities, Obstacle limitation surfaces contours).
Figure 8 A close up of the project site vs inner horizontal surface
1.11. OLS assessment
Runway 15/33 at Rockhampton Airport is an instrument, non-precision Code 4 runway. According to MOS 139
Chapter 7, the critical obstacle limitation surfaces for an instrument, non-precision Code 4 runway are as
follows:
• Conical surface at 5% slope and 100 m in height;
• Inner horizontal surface 4000 m in radius and up to 45 m in height;
• Approach and take-off surface total length – 15 000 m; and
• Transitional surface – at 14.3% slope from the edge of a runway strip.
The project is located within the horizontal extent of the inner horizontal surface of Rockhampton Airport. This
surface is a horizontal plane at 45 m above Rockhampton Airport’s reference elevation datum and within a
radius of 4000 m from the edge of the runway strip.
The project site is constrained by the inner horizontal surface at a height of approximately 53.5 m AHD, which
is based on a reference elevation datum of 8.5 m AHD plus 45 m height of the inner transitional surface.
The residence roof height is 52.080 m AHD (as per drawing 180107-17, revision A, dated 22 November 2018)
which is approximately 1.42 m below the upper limit of the inner horizontal surface. Therefore, the proposed
project will not penetrate the inner horizontal surface of Rockhampton Airport.
Proposed
project
location
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1.12. Summary
Aviation Projects has concluded that the proposed project located on Lot 35R26183 (259 Archer Street, The
Range, Rockhampton, QLD 4700) will be located within the horizonal extent of, and approximately 1.42 m AHD
below, the inner horizontal surface of Rockhampton Airport and will therefore not penetrate the obstacle
limitation surfaces of Rockhampton Airport.
If you wish to clarify or discuss the contents of this correspondence, please contact me on 0417 631 681.
Kind regards
Keith Tonkin
Managing Director
14 March 2019