Council archive · source document
Response to Further advice - Attachment 2 - Engineering Drawings · MCU22/0171
DME
PROJECTS
Proposed Dual Occupancy
128 Gympie Terrace, Noosaville, QLD, 4566
PROPERTY DESCRIPTION
Lot 1 MCH3881
LOCALITY PLAN LGA: Noosa
Area: 556m2
QLD GLOBE
SCALE DRAWING STATUS
DME
APPROVED PROJECT DRAWING TITLE
DESIGN - DM AS SHOWN
Dale Martin - RPEQ 16845
FOR APPROVAL
C MAR 23 FURTHER ADVICE DM
HORIZONTAL DATUM PROPOSED DUAL OCCUPANCY COVER PAGE DRAWING NUMBER
DRAWN - DM B JAN 23 INFORMATION REQUEST DM
PROJECTS P.O. BOX 7481 00
A SEP 22 FOR APPROVAL DM SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612
128 GYMPIE TERRACE JOB NUMBER
APPROVED 06/03/2023 ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] NOOSAVILLE, QLD, 4566 220508
AHD ©DME Projects Pty. Ltd.
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Page 2
SCALE DRAWING STATUS
DME
APPROVED PROJECT DRAWING TITLE
DESIGN - DM AS SHOWN
Dale Martin - RPEQ 16845
FOR INFORMATION
C MAR 23 FURTHER ADVICE DM
HORIZONTAL DATUM PROPOSED DUAL OCCUPANCY NOTES DRAWING NUMBER
DRAWN - DM B JAN 23 INFORMATION REQUEST DM
PROJECTS P.O. BOX 7481 01
A SEP 22 FOR APPROVAL DM MGA 56 SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612
128 GYMPIE TERRACE (AS APPLICABLE)
JOB NUMBER
APPROVED 06/03/2023 ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] NOOSAVILLE, QLD, 4566 220508
AHD ©DME Projects Pty. Ltd.
Page 3
T
COUNCIL FOOTPATH
N 165
SP223758
EXISTING SEWER
SW
W E CONNECTION POINT
T
S
Emt A Emt CA
SW
T
SP311624
LEGEND
T W
EXISTING BUILDINGS
SW
1.40
0 1.40
1.2
0
SP305586
T W
EXISTING CONCRETE SURFACES
1.20
E EXISTING ELECTRICAL 1.60
1.80
SW EXISTING STORM WATER 1.60
2.00
SW
TW
1.20
T EXISTING TELSTRA
W WATER RETICULATION
EET
TW
EXISTING SEWER
SW
S
1.4
0
MILL STR
17.00 EXISTING CONTOURS
EXISTING BLOCK
WALL
LOT BOUNDARIES
1.
TW
EXISTING RESIDENCE
40
SW
(ADJACENT LOT)
EXISTING FENCING 1.8
0
0000 3
SP305586 2 MCH3881
TW
1 MCH3881
SW
1.80
1.2
0
MCH3881
1 0
. 2
W
EXISTING STRIP SW T
DRAIN AND
1.80
DRIVEWAY GATE
1.80
T
W
0 1.60
0 2.4 1.6
0
1.20
SP305586
2.20
T
EXISTING WATER
W
2.20
1.800
2.0
MAIN CONNECTION
POINT
W
T 2.00
W 1.80
T 1.60 W
W
T
T W T
W
0
0
W W T
1.2
1.4
T W T
W T W T
T W T
W TW T
W
PP
W
CONTRACTOR TO DETERMINE THE EXACT
PP
LOCATION OF ALL EXISTING SERVICES IN
THE VICINITY OF THE PROPOSED WORKS
GYMPIE TCE
PRIOR TO THE START OF ANY
W
Meters
CONSTRUCTION - CONTRACTOR IS EXISTING CONCRETE DRIVEWAY 5 0 5 10
RESPONSIBLE FOR ANY DAMAGE TO EXISTING BLOCK AND ACCESS EASEMENT
EXISTING SERVICES WALL
EXISTING FEATURES PLAN 1:300
NOT FOR CONSTRUCTION SCALE 1:300 @ A3
SCALE DRAWING STATUS
DME
APPROVED PROJECT DRAWING TITLE
DESIGN - DM AS SHOWN
Dale Martin - RPEQ 16845
FOR APPROVAL
C MAR 23 FURTHER ADVICE DM
HORIZONTAL DATUM PROPOSED DUAL OCCUPANCY EXISTING FEATURES DRAWING NUMBER
DRAWN - DM B JAN 23 INFORMATION REQUEST DM
PROJECTS P.O. BOX 7481 02
A SEP 22 FOR APPROVAL DM MGA56 SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612
128 GYMPIE TERRACE JOB NUMBER
APPROVED 06/03/2023 ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] NOOSAVILLE, QLD, 4566 220508
AHD ©DME Projects Pty. Ltd.
Page 4
N
TW
1.40
1.40
1.2
W E
0
-0.30
TW
E OVER
-0.30 BUILDING LIN
-0.30
S 1.20 -0.30
1.60
LEGEND
W
T
1.80
1.20 2.00 1.60
PROPOSED BUILDING (BASEMENT)
W
T
PROPOSED DRIVEWAYS AND PATHS BASEMENT
DRAINAGE SUMP
-0.30
DESIGN MAJOR CONTOUR
E OVER
DESIGN MINOR CONTOUR
WT
BUILDING LIN
-0.30
1.4
+ 4.200 DESIGN SPOT LEVEL
0
-0.40
E EXISTING ELECTRICAL
BUILDING LIN
SW EXISTING STORM WATER
T
W
T EXISTING TELSTRA
OVER E
1.
WATER RETICULATION
4
W
0
-0.30
-0.30
EXISTING SEWER
T
S
W
1.8
LOT BOUNDARIES 0
17.00 EXISTING CONTOURS
-0.29
-0.30 -0.30
T
-0.17
W
-0.18
SERVICES NOTE: -0.01
1.80
1. EXISTING SEWER CONNECTION TO BE USED FOR NEW DEVELOPMENT -0.01
1.2 -0.32
2. EXISTING WATER METER TO BE REMOVED AND METERS INSTALLED 0
IN NEW LOCATION CLEAR OF DRIVEWAYS. NEW METERS INSTALLED
T
SW
1.20
W
IN ACCORDANCE WITH UNITYWATER PRIVATE WORKS APPLICATION 0.69
3. ELECTRICAL AND TELECOMMUNICATIONS CONNECTIONS TO CORE FILLED 0.69
AUTHORITIES STANDARDS BLOCK WALLS
TOP OF WALL
MIN. RL = 2.700
SW T
DRAINAGE NOTE:
1. ENGINEERING ASSESSMENT HAS IDENTIFIED THAT THERE ARE NO RAMP DRIVEWAY 1.80
W
MATCH NEW DRIVEWAY TO RL = 2.400 AT
SIGNIFICANT EXTERNAL CATCHMENTS OR OVERLAND FLOW PATHS SURFACE NEATLY TO BOUNDARY TO
THAT CONSTRAIN THIS DEVELOPMENT. ACHIEVE FLOOD 1.80
EXISTING PEDESTRIAN
2. ALL INTERNAL SURFACES AND ROOFWATER TO DRAIN TO STREET VIA IMMUNITY
BLOCK WAL
ACCESS PATH
REQUIREMENTS
T
2.05 MIN. RL = 2.700
APPROVED KERB ADAPTORS 2.05
3. 300sq DOMESTIC INLET PITS MAY BE INSTALLED IF SURFACE FLOWS
W
2.22 1.61
2.22 2.40
L
TO STREET ARE NOT POSSIBLE DUE TO FINAL LEVELS. ENSURE THAT 2.70
PITS ARE CONNECTED TO INTERNAL DRAINAGE SYSTEM AND
2.40
DISCHARGE TO KERB ACCORDINGLY. 0 2.40 1.60
T
2.4 2.40 1.6
0
DRIVEWAY NOTE: 2.25
2.25
L
DRIVEWAY GEOMETRY AND GRADES AS PER AS2890.1 AND
BLOCK WAL
2.20
2.05
STD DWG RS-050 WHERE APPLICABLE. ACCESS VIA EXISTING
EASEMENT DRIVEWAY. 2.20
CORE FILLED
2.00
T
1.80
BLOCK WALLS
FINISHED FLOOR LEVEL AND FLOOD IMMUNITY NOTE: 2.12 TOP OF WALL
2.25 2.35 MIN. RL = 2.700
FINISHED FLOOR LEVELS AS NOTED ARE AS PER CURRENT 2.00 2.25 2.35
2.40 2.35
NOOSA COUNCIL FLOOD INFORMATION SEARCH. BASEMENT
1.80
FLOOD IMMUNITY PROVIDED BY DRIVEWAY BUND AT RL =
BLOCK WAL
2.400m AHD AS SHOWN. 1.60 2.23
T L
BLOCK WAL
T
0
0
1.2
1.4
L
L
BLOCK WAL W
W
CONTRACTOR TO DETERMINE THE EXACT T
LOCATION OF ALL EXISTING SERVICES IN T 2.13 W
T W T
THE VICINITY OF THE PROPOSED WORKS W T W T
W T W T
PRIOR TO THE START OF ANY T W T
CONSTRUCTION - CONTRACTOR IS W W T T
W
W
RESPONSIBLE FOR ANY DAMAGE TO Meters
EXISTING SERVICES
PP 5 0 5 10
NOT FOR CONSTRUCTION PROPOSED LAYOUT - DRIVEWAY AND BASEMENT
SCALE 1:200 @ A3 1:200
SCALE DRAWING STATUS
DME
APPROVED PROJECT DRAWING TITLE
DESIGN - DM AS SHOWN
Dale Martin - RPEQ 16845
FOR APPROVAL
C MAR 23 FURTHER ADVICE DM
HORIZONTAL DATUM PROPOSED DUAL OCCUPANCY PROPOSED LAYOUT DRAWING NUMBER
DRAWN - DM B JAN 23 INFORMATION REQUEST DM
PROJECTS P.O. BOX 7481
DRIVEWAY AND 03
A SEP 22 FOR APPROVAL DM MGA 56 SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612
128 GYMPIE TERRACE JOB NUMBER
APPROVED 06/03/2023 ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] NOOSAVILLE, QLD, 4566 BASEMENT 220508
AHD ©DME Projects Pty. Ltd.
Page 5
N
TW
1.40
1.40
1.2
PEDESTRIAN
W E
0
ACCESS PATH
MIN. RL = 2.700
TW
S 1.20
1.60
CONTINUOUS CORE FILLED
LEGEND
W
BLOCK WALLS ON BOUNDARY
T
TOP OF WALL MIN. RL = 2.700 1.80
1.20 2.00 1.60
PROPOSED BUILDING
WT
PROPOSED DRIVEWAYS AND PATHS
DESIGN MAJOR CONTOUR
DESIGN MINOR CONTOUR CORE FILLED
WT
BLOCK RETAINING
+ 4.200 DESIGN SPOT LEVEL
1.4
WALL
0
E EXISTING ELECTRICAL GROUND FLOOR
FFL = MIN. RL 2.700
SW EXISTING STORM WATER
T
W
T EXISTING TELSTRA
1.
WATER RETICULATION
40
W
S EXISTING SEWER
1.8
LOT BOUNDARIES 0
SERVICES NOTE:
1.80
1. EXISTING SEWER CONNECTION TO BE USED FOR NEW DEVELOPMENT
2. EXISTING WATER METER TO BE REMOVED AND METERS INSTALLED 1.2
0
IN NEW LOCATION CLEAR OF DRIVEWAYS. NEW METERS INSTALLED
IN ACCORDANCE WITH UNITYWATER PRIVATE WORKS APPLICATION
1.20
3. ELECTRICAL AND TELECOMMUNICATIONS CONNECTIONS TO
AUTHORITIES STANDARDS
DRAINAGE NOTE:
1. ENGINEERING ASSESSMENT HAS IDENTIFIED THAT THERE ARE NO 1.80
SIGNIFICANT EXTERNAL CATCHMENTS OR OVERLAND FLOW PATHS
THAT CONSTRAIN THIS DEVELOPMENT. 1.80
2. ALL INTERNAL SURFACES AND ROOFWATER TO DRAIN TO STREET VIA PEDESTRIAN
APPROVED KERB ADAPTORS ACCESS PATH
3. 300sq DOMESTIC INLET PITS MAY BE INSTALLED IF SURFACE FLOWS MIN. RL = 2.700
TO STREET ARE NOT POSSIBLE DUE TO FINAL LEVELS. ENSURE THAT
PITS ARE CONNECTED TO INTERNAL DRAINAGE SYSTEM AND
DISCHARGE TO KERB ACCORDINGLY.
0 1.60
DRIVEWAY NOTE: 2.4 1.6
0
DRIVEWAY GEOMETRY AND GRADES AS PER AS2890.1 AND
STD DWG RS-050 WHERE APPLICABLE. ACCESS VIA EXISTING
2.20
EASEMENT DRIVEWAY. 2.20
2.00
CORE FILLED
1.80
FINISHED FLOOR LEVEL AND FLOOD IMMUNITY NOTE: BLOCK WALLS
FINISHED FLOOR LEVELS AS NOTED ARE AS PER CURRENT TOP OF WALL
NOOSA COUNCIL FLOOD INFORMATION SEARCH. BASEMENT 2.00 MIN. RL = 2.700
FLOOD IMMUNITY PROVIDED BY "FLOW DEFENCE" FLOOD 1.80
BARRIER OR SIMILAR. 1.60
0
0
CONTRACTOR TO DETERMINE THE EXACT
1.2
1.4
LOCATION OF ALL EXISTING SERVICES IN T W
T W
THE VICINITY OF THE PROPOSED WORKS T W T
W T W T
PRIOR TO THE START OF ANY T W T
W T W T
CONSTRUCTION - CONTRACTOR IS
W W T T
RESPONSIBLE FOR ANY DAMAGE TO W
EXISTING SERVICES
PROPOSED LAYOUT - GROUND FLOOR
PP
NOT FOR CONSTRUCTION
SCALE 1:200 @ A3
SCALE DRAWING STATUS
DME
APPROVED PROJECT DRAWING TITLE
DESIGN - DM AS SHOWN
Dale Martin - RPEQ 16845
FOR APPROVAL
C MAR 23 FURTHER ADVICE DM
HORIZONTAL DATUM PROPOSED DUAL OCCUPANCY PROPOSED LAYOUT DRAWING NUMBER
DRAWN - DM B JAN 23 INFORMATION REQUEST DM
PROJECTS P.O. BOX 7481
GROUND FLOOR 04
A SEP 22 FOR APPROVAL DM MGA 56 SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612
128 GYMPIE TERRACE JOB NUMBER
APPROVED 06/03/2023 ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] NOOSAVILLE, QLD, 4566 220508
AHD ©DME Projects Pty. Ltd.
Page 6
SUMP PUMP
DISCHARGE PIPE
POLY AS PER PUMP 1.80
MIN. 600SQ BASEMENT SUMP
MANUF. SPECS FITTED WITH AUTOMATIC PUMP
-0.30
OUT SYSTEM. DISCHARGE TO
STREET VIA PIT
2.05
2.05
150mm STRIP DRAIN 1.61
2.22
ACROSS DRIVEWAY
SL = RL 1.75m 2.22 2.40
IL = RL 1.5m 2.70 -0.30
FREE DRAINING TO
PIT. OUTLET TO HAVE
BACKFLOW 2.40
PREVENTION FLAP -0.40
2.40
0
2.40 1.6
2.25 SUMP PUMP
DISCHARGE PIPE
POLY AS PER PUMP
MANUF. SPECS
STRIP DRAIN 2.05
2.20
OUTLET PIPE
PIT
100Ø
TO
E
AD
1%
2.00
GR
GR
1%
1.80
AD
-0.30
ET
-0.30 200 STRIP DRAIN AT BOTTOM
O
PI
OF RAMP. CONNECT TO
T
2.35 BASEMENT SUMP
2.25 2.35
2.40
2.35
RAINWATER
TANK O/FLOW
600SQ INLET PIT TO PIT
SUITABLE BACKFLOW
DEVICE FITTED TO 2.23
OUTLET PIPE TO -0.29
PREVENT -0.30 -0.30
0
FLOODWATER
1.4
ENTERING LOT VIA
-0.17
SYSTEM
SL = RL 2.01m 2.13 -0.18
W
IL = RL 1.35m W
W -0.01
W
1.80
W T -0.01
W T
W T
T W T
W T T T
T -0.32
T T
PP DRAINAGE OUTLET TO STREET
AT APPROX RL = 1.25. LEVELS
TO BE CHECKED AND ADJUSTED
0.69
0.69
TO ENSURE STRIP DRAINS ARE
FREE DRAINING
SURFACE DRAINAGE - GROUND LEVEL SURFACE DRAINAGE - BASEMENT
SCALE 1:200 @ A3 SCALE 1:200 @ A3
DRAINAGE NOTE:
1. ALL PIPES MIN 100Ø UPVC U.N.O. MIN. 0.5% GRADE AND FREE
CONTRACTOR TO DETERMINE THE EXACT
LOCATION OF ALL EXISTING SERVICES IN
DRAINING AT ALL TIMES.
THE VICINITY OF THE PROPOSED WORKS 2. ALL INTERNAL SURFACES AND ROOFWATER TO DRAIN TO STREET VIA
PRIOR TO THE START OF ANY APPROVED KERB ADAPTORS
CONSTRUCTION - CONTRACTOR IS 3. 300sq DOMESTIC INLET PITS MAY BE INSTALLED IF SURFACE FLOWS
RESPONSIBLE FOR ANY DAMAGE TO TO STREET ARE NOT POSSIBLE DUE TO FINAL LEVELS. ENSURE THAT
EXISTING SERVICES PITS ARE CONNECTED TO INTERNAL DRAINAGE SYSTEM AND
DISCHARGE TO KERB ACCORDINGLY.
NOT FOR CONSTRUCTION
SCALE DRAWING STATUS
DME
APPROVED PROJECT DRAWING TITLE
DESIGN - DM AS SHOWN
Dale Martin - RPEQ 16845
FOR APPROVAL
C MAR 23 FURTHER ADVICE DM
HORIZONTAL DATUM PROPOSED DUAL OCCUPANCY STORMWATER DETAILS DRAWING NUMBER
DRAWN - DM B JAN 23 INFORMATION REQUEST DM
PROJECTS P.O. BOX 7481 05
A SEP 22 FOR APPROVAL DM MGA 56 SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612
128 GYMPIE TERRACE JOB NUMBER
APPROVED 06/03/2023 ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] NOOSAVILLE, QLD, 4566 220508
AHD ©DME Projects Pty. Ltd.
Page 7
0
0.05m
B B 0
B85 (LOW CLEARANCE) ENTRY AND EXIT
5
A
GROUND CONFLICT MODEL
50mm CLEARANCE BOTTOM RAMP
110mm CLEARANCE TOP RAMP
A 5
0.07m 10
0
NORTHERN PARK - ENTER SOUTHERN PARK - ENTER
SCALE 1:200 @ A3 SCALE 1:200 @ A3
A 15
B 0
B
20
35
0.11m
30
5
A
25
T
0.11m
T W
T W
T
W T W T 0
T W T
W
W
W T T 10
PP NORTHERN PARK - EXIT SOUTHERN PARK - EXIT 5.2
DRIVEWAY ACCESS SCALE 1:200 @ A3 SCALE 1:200 @ A3
SCALE 1:200 @ A3
0.95 3.05
12% 0% 8% 0% B99 Vehicle (Realistic min radius) (2004)
17% Overall Length 5.200m
Overall Width 1.940m
Overall Body Height 1.878m
25% Min Body Ground Clearance 0.272m
Track Width 1.840m
% Lock-to-lock time 4.00s
12.5% 15 Curb to Curb Turning Radius 6.250m
4.91
Datum -3.000
-0.311
-0.287
-0.157
-0.300
-0.300
-0.300
0.019
0.269
0.518
0.768
2.018
2.196
2.297
2.385
2.393
2.385
2.392
2.400
2.334
2.256
2.250
2.250
2.239
2.197
1.018
1.268
1.518
1.768
CONTROL LINE LEVELS
0.92 2.8
CHAINAGE
21
22
23
25
29
31
32
33
35
37
39
40
41
42
43
44
45
46
46
10
11
12
13
14
15
16
17
18
19
20
24
26
27
28
30
34
36
38
0
0
2
3
4
5
6
7
8
9
1
B85 Vehicle (Realistic min radius) (2004)
Overall Length 4.910m
Overall Width 1.870m
Overall Body Height 1.421m
DRIVEWAY LONG SECTION Min Body Ground Clearance
Track Width
Lock-to-lock time
0.159m
1.770m
4.00s
SCALE 1:200 @ A3 Curb to Curb Turning Radius 5.750m
SCALE DRAWING STATUS
DME
APPROVED PROJECT DRAWING TITLE
DESIGN - DM AS SHOWN
Dale Martin - RPEQ 16845
FOR APPROVAL
C MAR 23 FURTHER ADVICE DM
HORIZONTAL DATUM PROPOSED DUAL OCCUPANCY DRIVEWAY & ACCESS DRAWING NUMBER
DRAWN - DM B JAN 23 INFORMATION REQUEST DM
PROJECTS P.O. BOX 7481
DETAILS 06
A SEP 22 FOR APPROVAL DM MGA 56 SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612
128 GYMPIE TERRACE JOB NUMBER
APPROVED 06/03/2023 ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] NOOSAVILLE, QLD, 4566 220508
AHD ©DME Projects Pty. Ltd.
Page 8
DEPTH CUT/FILL (m) EARTHWORKS REFER TO ARCHITECTURAL PLANS
FOR FENCING EXTENTS AND TYPE
QUANTITIES - SITE
RP BOUNDARY
RP BOUNDARY
0.0 TO 1.0
RESIDENCE
CUT 659 m3
-0.5 TO 0.0 FILL 58 m3 CORE FILLED BLOCK
RETAINING WALL CORE FILLED BLOCK
3
NETT (EXPORT) 601 m FFL = 2.700 RETAINING WALL
-1.0 TO -0.5
-1.5 TO -1.0 FILL QTY IS MEASURED FROM
EXISTING SURFACE TO DESIGN EXISTING SURFACE
FINISHED SURFACE AND INCLUDES
-2.0 TO -1.5 GROUND SLABS
RAMP
-2.5 TO -2.0 BASEMENT FFL = -0.3
SECTION C
Datum -3.000
2.20
2.21
2.21
2.21
2.23
2.25
2.23
1.19
1.22
1.24
1.25
0 DEPTH CUT
0.92
0.77
0.74
0.82
0.81
0.80
0.79
0.79
0.79
0.79
0.68
0.68
0.70
0.64
DEPTH FILL
2.677
2.689
2.592
2.664
2.700
2.600
2.600
2.700
2.700
2.700
2.700
2.700
2.700
2.700
2.600
2.600
2.600
CONTROL LINE LEVELS
5
1.777
1.827
1.859
1.879
1.891
1.913
1.917
1.915
1.901
1.949
1.900
1.906
1.908
1.910
EXISTING SURFACE
CHAINAGE
13
15
10
11
12
14
16
17
17
3
4
5
9
0
0
1
2
6
7
8
SECTION B
SECTION B
10 SCALE 1:100 @ A3
RP BOUNDARY
RP BOUNDARY
CORE FILLED
BLOCK WALL
15
DFE = RL2.4m
DRIVEWAY
SECTION A
20
25
Datum -1.000
2.250
2.250
2.341
2.400
2.387
2.387
2.387
2.387
2.387
2.387
2.387
2.387
2.386
2.050
2.050
1.548
CONTROL LINE LEVELS
W
CHAINAGE
10
11
12
13
14
15
16
17
17
W
3
5
9
0
0
1
2
4
6
7
8
W T
SECTION D
W
SECTION A
SECTION LAYOUT SCALE 1:100 @ A3
SCALE 1:200 @ A3
SCALE DRAWING STATUS
DME
APPROVED PROJECT DRAWING TITLE
DESIGN - DM AS SHOWN
Dale Martin - RPEQ 16845
FOR APPROVAL
C MAR 23 FURTHER ADVICE DM
HORIZONTAL DATUM PROPOSED DUAL OCCUPANCY EARTHWORKS DRAWING NUMBER
DRAWN - DM B JAN 23 INFORMATION REQUEST DM
PROJECTS P.O. BOX 7481
SECTIONS 07
A SEP 22 FOR APPROVAL DM MGA 56 SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612
128 GYMPIE TERRACE JOB NUMBER
APPROVED 06/03/2023 ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] NOOSAVILLE, QLD, 4566 220508
AHD ©DME Projects Pty. Ltd.
Page 9
TW
B
W
T
0.26m
W
T
A
T
B 0 0
A
0.27m
5 5
10 10
SUFFICIENT SPACE
WITHIN EXISTING
DRIVEWAY FOR
PASSING VEHICLES
A
15 15 B
B 5.2
0.19m B99 STREET
LEVEL PARKING
0.95 3.05
40
20
20
35
35
B99 Vehicle (Realistic min radius) (2004)
Overall Length 5.200m
30
30
Overall Width 1.940m
Overall Body Height 1.878m
25
A 25
Min Body Ground Clearance 0.272m
Track Width 1.840m
Lock-to-lock time 4.00s
Curb to Curb Turning Radius 6.250m
B99 BASEMENT ACCESS B99 BASEMENT EXIT
SCALE 1:200 @ A3 SCALE 1:200 @ A3
SCALE DRAWING STATUS
DME
APPROVED PROJECT DRAWING TITLE
DESIGN - DM AS SHOWN
Dale Martin - RPEQ 16845
FOR APPROVAL
HORIZONTAL DATUM PROPOSED DUAL OCCUPANCY B99 TURN PATHS DRAWING NUMBER
DRAWN - DM B MAR 23 FURTHER ADVICE DM
PROJECTS P.O. BOX 7481 08
A JAN 23 INFORMATION REQUEST DM MGA 56 SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612
128 GYMPIE TERRACE JOB NUMBER
APPROVED 06/03/2023 ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] NOOSAVILLE, QLD, 4566 220508
AHD ©DME Projects Pty. Ltd.
Page 10
RP BOUNDARY CORE FILLED BLOCK RETAINING WALL CORE FILLED BLOCK RETAINING WALL RP BOUNDARY RESIDENCE FFL = 2.700 EXISTING SURFACE BASEMENT FFL = -0.3 ~ S ~ D D > S wm > Datum -3.000 DEPTH CUT 7, 7 F YF YF 8 FF BF BF BF 8 DEPTH FILL | os ot Sf OS ORO CONTROL LINE LEVELS | } gf 8 8 OS oR UR OR OR OR EXISTING SURFACE x, Rf} S]GTP) Bk) CHAINAGE clo “4 n o + ra © N ° a g a s a = a 4 a5 SECTION C SCALE 1:100 @ A3 z FLOOD BUND WITHIN DRIVEWAY AT s RL=2.4mAHD Zz > 5 z 2 a a 2 co RESIDENCE FFL = 2.700 F U POOL nN 2 DRIVEWAY SS = ee RAMP BASEMENT FFL = -0.3 DEPTH CUT gz aoa ad a a ay a el yd a ad ad a ce es ae ed a eo el yo s) al al sl ee Datum -3.000 ° o o a a a a a AN a AN a N a N AN N AN N AN Nn Nn Nn A a a a a al of al of of of uf of of ol af of af ef of of of sf uo 6st lef of Sf oo] of om cSt lof of ef hoe vot hoe hoof ost Us US! hued us] hue how DEPTH FILL s} s| 3} 3} 3} 3} 3} 3} gs} os} 6S} oS} gs} os} Sf oS} a} oS) oS} oS) Sp Ss} st Ss} Ss} Ss} Ss} Ss} Ss} os} sf Sos} SS} 8) Ss} a) a) a) os eof al of af af of of af of wf of vf of vf of of of vf sf af vf el ef ef ef af vt af af af ef ef ef ef ef sl ef sl st vl 2 2} | a] sl 8] gs} af al sf} al a] gl al ef} sf} a} a} al sl sf af gs) a} sl os} a} al a} gf el al gt sf a} a} a} a) af al af gf gs} oo} sl eg EXISTING SURFACE fH 6S) SPS] OS] ST OS] OO) OG] OS} OS} OR ORY CO} og] 8) } Sh} 8] ] so ]] } CO} Cy] SO] OS} ot] OR} Oy CS} OST OS} OS} SO] OS} OS} OS] OS} ST OA 8 FY oS} OS] OS] OS OS] OS} OS OS) OS) OS) Sp} OS] OS] OS} OS] OS) OS} OS) OS) OS} OS} OS] OS) OS} OS} OS) OS} OS) OPO) yo} os] OS a} of Sf SPAY oS CHAINAGE o afoot mf st wt we we PSPSPS RORY OOo) OPPS] OST OS] OST SCALE 1:150 @ A3 DESIGN - DM ms SHOWN APPROVED PROJECT DRAWING TITLE “FOR APPROVAL DM E Dale Martin - RPEQ 16845 EARTHWORKS | HORIZONTAL DATUM ____ PROPOSED DUAL OCCUPANCY ar) DRAWN -DM B_ | MAR23| FURTHER ADVICE P.O. BOX 7481 A | JAN 23 INFORMATION REQUEST [DM MGA 56 PROJECTS SIPPY DOWNS, QLD, 4556 128 GYMPIE TERRACE SECTIONS 2 a Phone: 0438 157 612 MBE VERTICAL DATUM APPROVED 06/03/2023 ISSUE DATE DESCRIPTION BY AHD Engineering - Design - Civil Project Services Email: [email protected] NOOSAVILLE, QLD, 4566 220508 ©DME Projects Pty. Ltd.
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