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Approved Plans OPW23/0179
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N
TW
1.40
LEGEND 1.40
1.2
0
W E
TW
PROPOSED BUILDING (BASEMENT)
1.20
PROPOSED CONCRETE SURFACES S WALL
BASEMENT
1.60
BASEMENT
W
T
DESIGN MAJOR CONTOUR
BASEMENT
1.80
DESIGN MINOR CONTOUR
WALL
1.20 2.00 1.60
PRELIM. CFA PILE ARRANGMENT
WALL
+ 4.200 DESIGN SPOT LEVEL CARPARK 1
BASEMENT
EXISTING ELECTRICAL
W
T
E DRAINAGE SUMP N.T.S. (CONTRACTOR PROVIDED - PRELIMINARY - NOT FOR CONSTRUCTION)
SW EXISTING STORM WATER CARPARK 2
T EXISTING TELSTRA 'REVERSE IN' SIGN FIXED
TO BASEMENT WALL
WT
W WATER RETICULATION (CARPARKS 2,3 & 4)
CARPARK 3
1.4
S EXISTING SEWER STRUCTURAL TEMPORARY GROUND SUPPORT FOR BASEMENT EXCAVATION
0
SUPPORT COLUMN CFA-PILED SECANT-WALL EXCEPT WHERE IT IS PROPOSED YOU UTILISE THE
LOT BOUNDARIES EXISTING RETENTION WALL DONE BY THE DEVELOPMENT TO THE 'EAST'. FINAL
DESIGN AND EXTENT OF RETAINING WORKS TO BE FINALISED BY CONTRACTOR
EXISTING CONTOURS FOLLOWING AWARD OF CONTRACT. DESIGN AND RPEQ CERTIFICATION OF TEMPORARY
T
17.00 CARPARK 4
W
BASEMENTFLOOR GROUND SUPPORT WORKS TO BE BY CONTRACTOR ACCORDINGLY.
BELOW IMAGE INDICATES PROPOSED WALL TYPE AND EXTENTS (GREY BEING EXISTING
FFL = RL -0.300 DRIVEN SHEET PILES FOR ADJACENT WORKS)
1.
BASEMENT
4
(GRADED TO PIT)
0
BASEMENT
SERVICES NOTE: CARPARK 5
T
1. EXISTING SEWER CONNECTION TO BE USED FOR NEW DEVELOPMENT
WALL
W
'LOW CLEARANCE 2.2m' 1.8
2. EXISTING WATER METER TO BE REMOVED AND METERS INSTALLED IN NEW 0
WALL
SIGN TO BE FIXED TO
LOCATION CLEAR OF DRIVEWAYS. NEW METERS INSTALLED IN FACE OF SLAB OVER
ACCORDANCE WITH UNITYWATER STANDARD CONNECTION APPLICATION
3. ELECTRICAL AND TELECOMMUNICATIONS CONNECTIONS TO AUTHORITIES
T
STANDARDS W
BASEMENT
1.80
STORMWATER & DRAINAGE DESIGN NOTE: 1.2
1. ENGINEERING ASSESSMENT HAS IDENTIFIED THAT THERE ARE NO SIGNIFICANT 0
WALL
EXTERNAL CATCHMENTS OR OVERLAND FLOW PATHS THAT CONSTRAIN THIS
T
SW
BASEMENT
DEVELOPMENT. 1.20
W
2. ALL INTERNAL SURFACES AND ROOFWATER TO DRAIN TO STREET VIA INTERNAL CORE FILLED
NETWORK CONNECTED TO APPROVED KERB ADAPTORS BLOCK WALLS
BLOCK WAL
WALL
3. 300sq DOMESTIC INLET PITS INSTALLED AS SHOWN AS SURFACE FLOWS TO TOP OF WALL
MIN. RL = 2.700
SW T
STREET ARE NOT POSSIBLE DUE TO FINAL LEVELS. PITS TO CONNECT TO
RAMP DRIVEWAY 1.80
W
INTERNAL DRAINAGE SYSTEM AND DISCHARGE TO KERB ACCORDINGLY. ALL
L
MATCH NEW DRIVEWAY TO RL = 2.410 AT
EXTERNAL STORMWATER OUTLETS MUST BE FITTED WITH BACKFLOW SURFACE NEATLY TO BOUNDARY TO
1.80
PREVENTION TO ENSURE FLOODWATER DOES NOT ENTER LOT VIA S/W SYSTEM EXISTING ACHIEVE FLOOD PEDESTRIAN
IMMUNITY ACCESS PATH
REQUIREMENTS
NOOSA COUNCIL
T
MIN. RL = 2.410
DRIVEWAY DESIGN NOTE:
DRIVEWAY GEOMETRY AND GRADES AS PER AS2890.1 AND APPROVED PLAN
STD DWG RS-050 WHERE APPLICABLE. ACCESS VIA EXISTING
EASEMENT DRIVEWAY.
OPW23/0179 4 APR 2024
0 1.60
T
2.4 1.6
0 REFER TO
FINISHED FLOOR LEVEL AND FLOOD IMMUNITY NOTE: ARCHITECTURAL PLANS
FINISHED FLOOR LEVELS AS NOTED ARE AS PER CURRENT NOOSA COUNCIL FLOOD FOR STEP DETAILS AND
SURFACE FINISHES
2.20
INFORMATION SEARCH. BASEMENT FLOOD IMMUNITY PROVIDED BY DRIVEWAY BUND,
FINISHED SURFACES AND CONTINUOUS CORE FILLED BLOCK WALLS ABOVE THE 1%AEP 2.20
2.00
CORE FILLED BLOCK
1.80
DEFINED FLOOD EVENT AT MIN. RL = 2.410m AHD IN ACCORDANCE WITH NOOSA PLAN WALLS & SURFACES
2020 FLOOD HAZARD OVERLAY CODE - TABLE 8.2.6.3; AO6.5 EDITORS NOTE MIN. RL = 2.410
Meters 2.00
5 0 5 10 2m WIDE CONCRETE FOOTPATH
1.80 REFER STD DWG RS-O65
BLOCK WAL
1.60 2.5% MAX. GRADE ACROSS FOOTPATH
T RECONSTRUCT BACK OF KERB AT
L
T BLOCK WAL EXISTING CROSSOVER
0
0
1.2
1.4
1:200
L
MATCH NEATLY TO EXISTING
T W
CONTRACTOR TO DETERMINE THE EXACT T BLOCK WAL
L
W
W T W
LOCATION OF ALL EXISTING SERVICES IN T T
W T W T
THE VICINITY OF THE PROPOSED WORKS T W T
PRIOR TO THE START OF ANY W W T T
W
W
CONSTRUCTION - CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE TO
EXISTING SERVICES PP REFER TO PROJECT STRUCTURAL ENGINEERING DRAWINGS BY
SCG CONSULTING ENGINEERS (PROJECT 33127) FOR RETAINING
PROPOSED LAYOUT - DRIVEWAY AND BASEMENT WALLS, GROUND SLABS AND BASEMENT STRUCTURAL DETAILING.
REFER TO ARCHITECTURAL PLANS FOR CONSTRUCTION SETOUT
INFORMATION
SCALE 1:200 @ A3
DESIGN SCALE DRAWING
DM APPROVED PROJECT DRAWING TITLE FOR CONSTRUCTION
DRAWN
DM D
E
C
FEB 24
OCT 23
MAR 23
OPW INFORMATION REQUEST
OPERATIONAL WORKS
FURTHER ADVICE
DM
DM
DM
AS SHOWN
HORIZONTAL DATUM
DME PROPOSED DUAL OCCUPANCY PROPOSED LAYOUT
STATUS
DRAWING
NUMBER 03
DESIGN CHECK
DM B JAN 23 INFORMATION REQUEST DM
SITE PROJECTS
DALE MARTIN - RPEQ 16845
128 GYMPIE TERRACE DRIVEWAY AND JOB
NUMBER 220508
DATE
25/02/24
A SEP 23 FOR APPROVAL DM VERTICAL DATUM
ENGINEERING - DESIGN - CIVIL PROJECT SERVICES
P.O. BOX 7481, SIPPY DOWNS, QLD, 4556
NOOSAVILLE, QLD, 4566 BASEMENT ©DME Projects Pty. Ltd.
ISSUE DATE DESCRIPTION BY AHD Phone: 0438 157 612 Email: [email protected]
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Section 2
N
TW
1.40
LEGEND 1.40
1.2
PEDESTRIAN
SW
W E
0
ACCESS PATH
MIN. RL = 2.410
TW
PROPOSED BUILDING (GROUND)
1.20 S
PROPOSED DRIVEWAYS AND PATHS
1.60
CONTINUOUS CORE FILLED
W
BLOCK WALLS ON BOUNDARY
T
DESIGN MAJOR CONTOUR TOP OF WALL MIN. RL = 2.410 1.80
DESIGN MINOR CONTOUR 1.60
2.00
SW
1.20
+ 4.200 DESIGN SPOT LEVEL
W
T
E EXISTING ELECTRICAL
SW EXISTING STORM WATER
SW
T EXISTING TELSTRA
CORE FILLED BLOCK
WT
W WATER RETICULATION BOUNDARY WALL
1.4
GROUND FLOOR MIN. RL = 2.410
EXISTING SEWER
0
S FFL = RL 2.700
SW
LOT BOUNDARIES CONTINUOUS IMPERVIOUS FLOOD BUND
(CONCRETE SURFACES AND CORE FILLED
T
CONTINUOUS FLOOD BUND
W
BLOCK WALLS)
MIN. RL = 2.410
1.4
0
SERVICES NOTE:
SW
T
1. EXISTING SEWER CONNECTION TO BE USED FOR NEW DEVELOPMENT
W
2. EXISTING WATER METER TO BE REMOVED AND METERS INSTALLED IN NEW 1.8
0
LOCATION CLEAR OF DRIVEWAYS. NEW METERS INSTALLED IN
ACCORDANCE WITH UNITYWATER STANDARD CONNECTION APPLICATION
3. ELECTRICAL AND TELECOMMUNICATIONS CONNECTIONS TO AUTHORITIES
SW
T
STANDARDS
NOOSA COUNCIL
W
APPROVED PLAN
1.80
STORMWATER & DRAINAGE DESIGN NOTE:
1.2
1. ENGINEERING ASSESSMENT HAS IDENTIFIED THAT THERE ARE NO SIGNIFICANT 0
EXTERNAL CATCHMENTS OR OVERLAND FLOW PATHS THAT CONSTRAIN THIS OPW23/0179 4 APR 2024
T
SW
DEVELOPMENT. 1.20
W
2. ALL INTERNAL SURFACES AND ROOFWATER TO DRAIN TO STREET VIA INTERNAL
NETWORK CONNECTED TO APPROVED KERB ADAPTORS
3. 300sq DOMESTIC INLET PITS INSTALLED AS SHOWN AS SURFACE FLOWS TO
STREET ARE NOT POSSIBLE DUE TO FINAL LEVELS. PITS TO CONNECT TO
SW T
INTERNAL DRAINAGE SYSTEM AND DISCHARGE TO KERB ACCORDINGLY. ALL 1.80
W
EXTERNAL STORMWATER OUTLETS MUST BE FITTED WITH BACKFLOW
PREVENTION TO ENSURE FLOODWATER DOES NOT ENTER LOT VIA S/W SYSTEM 1.80
PEDESTRIAN
ACCESS PATH
T
DRIVEWAY DESIGN NOTE: MIN RL = 2.410
W
DRIVEWAY GEOMETRY AND GRADES AS PER AS2890.1 AND
STD DWG RS-050 WHERE APPLICABLE. ACCESS VIA EXISTING
EASEMENT DRIVEWAY.
0 1.60
T
2.4 1.6
0 REFER TO
FINISHED FLOOR LEVEL AND FLOOD IMMUNITY NOTE: ARCHITECTURAL PLANS
W
FINISHED FLOOR LEVELS AS NOTED ARE AS PER CURRENT NOOSA COUNCIL FLOOD FOR STEP DETAILS AND
2.20
SURFACE FINISHES
INFORMATION SEARCH. BASEMENT FLOOD IMMUNITY PROVIDED BY DRIVEWAY BUND,
FINISHED SURFACES AND CONTINUOUS CORE FILLED BLOCK WALLS ABOVE THE 1%AEP 2.20
2.00
T
1.80
DEFINED FLOOD EVENT AT MIN. RL = 2.410m AHD IN ACCORDANCE WITH NOOSA PLAN 2m WIDE CONCRETE FOOTPATH
2020 FLOOD HAZARD OVERLAY CODE - TABLE 8.2.6.3; AO6.5 EDITORS NOTE REFER STD DWG RS-O65
W
DRIVEWAY AND
2.5% MAX. GRADE ACROSS FOOTPATH
Meters 2.00 SURROUNDS TO REACH
MIN. RL = 2.410 FOR RECONSTRUCT BACK OF KERB AT
5 0 5 10 1.80 EXISTING CROSSOVER
FLOOD IMMUNITY
T MATCH NEATLY TO EXISTING
1.60
T T
INSTALL 2xNEW WATER
W T
0
0
METERS IN ACCORDANCE
1.2
1.4
1:200 W
T WITH UW STANDARD W
T CONNECTION APPLICATION W
CONTRACTOR TO DETERMINE THE EXACT T W T
W T W T
LOCATION OF ALL EXISTING SERVICES IN W T W T
THE VICINITY OF THE PROPOSED WORKS T W T
W W T T
W
W
PRIOR TO THE START OF ANY
CONSTRUCTION - CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE TO
EXISTING SERVICES
PROPOSED LAYOUT - GROUND FLOOR
PP REFER TO PROJECT STRUCTURAL ENGINEERING DRAWINGS BY
SCG CONSULTING ENGINEERS (PROJECT 33127) FOR RETAINING
WALLS, GROUND SLABS AND BASEMENT STRUCTURAL
PP
DETAILING. REFER TO ARCHITECTURAL PLANS FOR
SCALE 1:200 @ A3 CONSTRUCTION SETOUT INFORMATION
DESIGN SCALE DRAWING
DM APPROVED PROJECT DRAWING TITLE FOR CONSTRUCTION
DRAWN
DM D
E
C
FEB 24
OCT 23
MAR 23
OPW INFORMATION REQUEST
OPERATIONAL WORKS
FURTHER ADVICE
DM
DM
DM
AS SHOWN
HORIZONTAL DATUM
DME PROPOSED DUAL OCCUPANCY PROPOSED LAYOUT
STATUS
DRAWING
NUMBER 04
DESIGN CHECK
DM B JAN 23 INFORMATION REQUEST DM
SITE PROJECTS
DALE MARTIN - RPEQ 16845
128 GYMPIE TERRACE GROUND FLOOR JOB
NUMBER 220508
VERTICAL DATUM
DATE
25/02/24
A SEP 23 FOR APPROVAL DM
AHD ENGINEERING - DESIGN - CIVIL PROJECT SERVICES
P.O. BOX 7481, SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612 Email: [email protected]
NOOSAVILLE, QLD, 4566 ©DME Projects Pty. Ltd.
ISSUE DATE DESCRIPTION BY
Section 3
2.70
2.4
3 1.2
LEGEND
8
2.5 9
1.80
9
1.2 REFER TO DRAWING NO. 04
1.40
2.5 .54
4 2
1.40
FALL
Meters
2 0 2 4
FAL
2.4
L
0 1:100
FALL
CONTRACTOR TO DETERMINE THE EXACT
2.3 5 LOCATION OF ALL EXISTING SERVICES IN
2.6 5 0 2.4
0 2.5 THE VICINITY OF THE PROPOSED WORKS
0
2.6
FALL
PRIOR TO THE START OF ANY
1 CONSTRUCTION - CONTRACTOR IS
2.4 2.4
1 RESPONSIBLE FOR ANY DAMAGE TO
150mm MIN. 2.4 EXISTING SERVICES
STRIP DRAIN 0
ACROSS 1.80 1.60 3.00
DRIVEWAY
FALL
SL = RL 1.85m
IL = RL 1.65m
NOOSA COUNCIL
FREE DRAINING
1.8
1.80 1.80 APPROVED PLAN
TO PIT.
5
5
OPW23/0179 4 APR 2024
1.8 0
2.4
2.00 1.60
FALL
300SQ DOMESTIC SW PIT
2.3 2.16
0 DRAIN TO STREET VIA 600 SQ PIT
2.70 BESIDE DRIVEWAY
2.1 2.70
6 PIPE ARRANGMENT BY PLUMBER
FALL
2.41 100Ø uPVC (SADDLE TO
2.41 BASEMENT WALL INT.)
8
2.4 L = ~ 40m @ 1% MIN.
2.35m 1 USIL = RL 2.20
4.64m 2.4 DSIL= RL 1.60
2.41
2 .40 2.22
0
2.4
STRIP DRAIN OUTLET 1.6
2.2 1 100Ø uPVC
5 L = 11.3m @ 1% MIN.
USIL = 1.65
RAMP DRIVEWAY
FALL
DSIL = 1.50
TO RL = 2.410 2.04
MIN. FOR FLOOD 5.00m
2.20
IMMUNITY
2.70
FALL
FALL
9.66m
1.86
2.00
1.80
TO ALL
PIT
2.
F
3
2.5
33
2.25
2.25
3 3 X 5,200L RAINWATER
1 2.3 1.68
2.4 TANKS FOR RE-USE
600SQ INLET PIT WITH GRATE RAINWATER TANK ALL ROOFWATER TO
SUITABLE BACKFLOW DEVICE FITTED TO OUTLET TO PIT TANKS 0
2.5
2.
FALL
OUTLET PIPE TO PREVENT FLOODWATER
29
FREE DRAINING
ENTERING LOT VIA SYSTEM 0
1.5
2.
SL = RL 2.21m 1.5
24
0
IL = RL 1.50m
0
1.4
2.
24
21
2.
W
W
W
W
W
W T
W STORMWATER CONNECTIONS T
T W T
T W TO KERB AS PER IPWEAQTST T
W T T T RS-081
W T T DWG
W (2/127x75x3 HDG RHS)
DRAINAGE OUTLET TO STREET AT APPROX RL = 1.25. 2.70
ALL LEVELS ARE TO BE CHECKED AND ADJUSTED TO
ENSURE STRIP DRAINS ARE FREE DRAINING
SURFACE AND DRAINAGE PLAN - GROUND LEVEL 2.4
3
8
2.5
1.80
SCALE 1:100 @ A3
DESIGN SCALE DRAWING
DM APPROVED PROJECT DRAWING TITLE FOR CONSTRUCTION
DRAWN
DM
E
D
C
FEB 24
OCT 23
MAR 23
OPW INFORMATION REQUEST
OPERATIONAL WORKS
FURTHER ADVICE
DM
DM
DM
AS SHOWN
HORIZONTAL DATUM
DME PROPOSED DUAL OCCUPANCY STORMWATER
STATUS
DRAWING
NUMBER 05A
DESIGN CHECK
DM B JAN 23 INFORMATION REQUEST DM
SITE PROJECTS
DALE MARTIN - RPEQ 16845
128 GYMPIE TERRACE AND SURFACE DETAILS JOB
NUMBER 220508
DATE
25/02/24
A SEP 23 FOR APPROVAL DM VERTICAL DATUM
ENGINEERING - DESIGN - CIVIL PROJECT SERVICES
P.O. BOX 7481, SIPPY DOWNS, QLD, 4556
NOOSAVILLE, QLD, 4566 GROUND SURFACES ©DME Projects Pty. Ltd.
ISSUE DATE DESCRIPTION BY AHD Phone: 0438 157 612 Email: [email protected]
Section 4
LEGEND
FA
LL 3.49m
REFER TO DRAWING NO. 04
1.8
0
-0
Meters
.3
0
2 0 2 4
3 0
30 -0. 30
30 -0. -0.
-0.
3 0 30
1:100
-0. -0.
28
FALL
-0. -0. 1.60 CONTRACTOR TO DETERMINE THE EXACT
-0
28
.3
3.40m LOCATION OF ALL EXISTING SERVICES IN
0
0
-0.30
.3
THE VICINITY OF THE PROPOSED WORKS
-0
14 14
-0. -0. PRIOR TO THE START OF ANY
1.80 CONSTRUCTION - CONTRACTOR IS
-0.11 RESPONSIBLE FOR ANY DAMAGE TO
1.80
4 -0.11 EXISTING SERVICES
0.0
0.0 4.09m
3
2.00 1.60
LL
FALL
FA
NOOSA COUNCIL
APPROVED PLAN
5.40m
-0.11 OPW23/0179 4 APR 2024
600SQ (MIN.) CONCRETE BASEMENT SUMP FITTED
WITH AUTOMATIC PUMP OUT SYSTEM
2.60m
DISCHARGE TO STREET VIA PIT
PUMP >150LPM AT >2.0m HEAD
(REEFE RVE160VF OR SIMILAR SUBMERSIBLE VORTEX
SUMP PUMP WITH VERTICAL FLOAT SWITCH)
-0.30
-0.30 SUITABLY SIZED BATTERY SYSTEM INSTALLED IN
-0.40 -0.34 BASEMENT PLANT ROOM TO RUN PUMP DURING
1.80
POWER FAILURE
FALL
-0.40
SUMP IL = -1.000m TBC
2.60m
1.9
6 -0.11
6
1.9 10.78m SUMP PUMP
STRIP DRAIN OUTLET DISCHARGE PIPE
100Ø uPVC POLY AS PER PUMP
L = 8.5m @ 1% MIN. MANUF. SPECS
USIL = -0.480m 2.60m
40mm NOM. HDPE
DSIL = -1.000m
8.51m FA
LL
FALL
0
2.4 0
1.6 150 MIN. STRIP DRAIN AT
BOTTOM OF RAMP. 3.49m
SL = RL -0.28
SUMP PUMP OUTLET TO TO BASEMENT
DISCHARGE PIPE SUMP
TO 600SQ INLET PIT
-0
2.20
.3
(REFER DRAWING 05A)
0
30
30 -0.
3 0 -0.
-0.
30
2.00
-0.
1.80
28
-0.
LL
FA
-0.
-0
28
.3
3.40m
0
0
-0.30
.3
-0
-0 .14 14
-0.
-0.11
1.80
4 -0.11
0.0
0.0
3
REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR
ALL RETAINING WALLS, BASEMENT FLOOR SLAB AND
WALL DETAILS
SURFACE AND DRAINAGE PLAN - BASEMENT LEVEL
SCALE 1:100 @ A3
DESIGN SCALE DRAWING
DM APPROVED PROJECT DRAWING TITLE FOR CONSTRUCTION
DRAWN
DM D
C
E FEB 24
OCT 23
MAR 23
OPW INFORMATION REQUEST
OPERATIONAL WORKS
FURTHER ADVICE
DM
DM
DM
AS SHOWN
HORIZONTAL DATUM
DME PROPOSED DUAL OCCUPANCY STORMWATER
STATUS
DRAWING
NUMBER 05B
DESIGN CHECK
DM B JAN 23 INFORMATION REQUEST DM
SITE PROJECTS
DALE MARTIN - RPEQ 16845
128 GYMPIE TERRACE AND SURFACE DETAILS JOB
NUMBER 220508
DATE
25/02/24
A SEP 23 FOR APPROVAL DM VERTICAL DATUM
ENGINEERING - DESIGN - CIVIL PROJECT SERVICES
P.O. BOX 7481, SIPPY DOWNS, QLD, 4556
NOOSAVILLE, QLD, 4566 BASEMENT ©DME Projects Pty. Ltd.
ISSUE DATE DESCRIPTION BY AHD Phone: 0438 157 612 Email: [email protected]
Section 5
0 5.2
NOOSA COUNCIL
) 2004
) 2004
APPROVED PLAN
B99 (R=6.3m
B85 (R=5.8m
OPW23/0179 4 APR 2024
2
30
30 -0.
-0.
-0.30
'LOW CLEARANCE 2.2m'
4 -0.
2 8 0.95 3.05 SIGN TO BE FIXED TO
-0. FACE OF SLAB OVER
28
-0.30
-0.
1 4
1 4 B99 Vehicle (Realistic min radius) (2004)
-0. Overall Length 5.200m
-0.11 Overall Width 1.940m
6 4
Overall Body Height 1.878m
B85 AND B99 TURN 0.0
0.0 Min Body Ground Clearance 0.272m HEADROOM MIN. 2.2m AS
PER AS2890.1 SECTION 5.3
PATHS WITH 300mm 3 Track Width 1.840m
CLEARANCE ENVELOPE Lock-to-lock time 4.00s
Curb to Curb Turning Radius 6.250m
8 4.91
2.20m
10
0.92 2.8
12 CRITICAL HEADROOM - BASE OF RAMP
B85 Vehicle (Realistic min radius) (2004) SCALE 1:50 @ A3
1.8
5
Overall Length 4.910m
5 1.9 Overall Width 1.870m
1.8 6 Overall Body Height 1.421m
1.9
6 Min Body Ground Clearance 0.159m
14 Track Width 1.770m
Lock-to-lock time 4.00s B99 AND B85 (LOW CLEARANCE)
2.16 Curb to Curb Turning Radius 5.750m VERTICAL CLEARANCE MODELS
2.1
6
16
FFL = RL 2.700
B85 (LOW CLEARANCE)
GROUND CONFLICT MODEL
80mm MIN. AT FLOOD BUND 2.41
2.2
5
2.4
1
B
DRIVEWAY AND 18
RAMP CONTROL
LINE A
2.77% 0.00% 12.50%
16.70% 24.99% 16.70% 8.88% 0.00% -9.30% 0.00%
-6.68% -4.22% 0.16% -5.08%
-1.10% -2.85% -1.76% -8.26% -0.01%
-7.41%
-5.74%
-9.64%
GEOMETRIC GRADELINE
20
B
-0.311
-0.300
-0.300
-0.300
-0.287
-0.157
0.019
0.269
0.519
0.769
2.333
2.182
2.183
2.185
2.052
2.035
2.018
2.196
2.296
2.400
2.400
2.400
2.400
2.256
2.250
2.250
2.239
2.197
2.168
2.147
2.118
2.090
2.070
2.017
1.019
2.384
1.973
1.692
1.625
1.268
1.518
1.768
1.890
1.808
1.750
CONTROL LINE LEVELS
26
22
24
A 0.09m
2.203
2.252
2.251
2.225
2.182
2.179
2.161
2.091
2.063
2.052
2.022
1.772
2.198
2.186
2.148
2.126
2.044
1.692
1.891
1.808
1.626
1.974
1.750
2.25
2.25 EXISTING SURFACE
3
1 2.3
2.4
CHAINAGE
43
45
41
42
46
46
21
22
23
25
31
32
33
35
39
40
44
26
27
28
29
30
36
37
38
11
12
13
15
19
20
24
34
10
16
17
18
14
9
0
0
2
3
4
5
7
8
6
1
0.08m
DRIVEWAY & BASEMENT RAMP PLAN DRIVEWAY & BASEMENT RAMP LONG SECTION
2.
24
SCALE 1:200 @ A3
SCALE 1:100 @ A3
DESIGN SCALE DRAWING
DM APPROVED PROJECT DRAWING TITLE FOR CONSTRUCTION
DRAWN
DM D
E
C
FEB 24
OCT 23
MAR 23
OPW INFORMATION REQUEST
OPERATIONAL WORKS
FURTHER ADVICE
DM
DM
DM
AS SHOWN
HORIZONTAL DATUM
DME PROPOSED DUAL OCCUPANCY DRIVEWAY AND
STATUS
DRAWING
NUMBER 06
DESIGN CHECK
DM B JAN 23 INFORMATION REQUEST DM
SITE PROJECTS
DALE MARTIN - RPEQ 16845
128 GYMPIE TERRACE BASEMENT ACCESS JOB
NUMBER 220508
DATE
25/02/24
A SEP 23 FOR APPROVAL DM VERTICAL DATUM
ENGINEERING - DESIGN - CIVIL PROJECT SERVICES
P.O. BOX 7481, SIPPY DOWNS, QLD, 4556
NOOSAVILLE, QLD, 4566 DETAILS ©DME Projects Pty. Ltd.
ISSUE DATE DESCRIPTION BY AHD Phone: 0438 157 612 Email: [email protected]
Section 6
REFER TO PROJECT STRUCTURAL ENGINEERING
RP BOUNDARY
DRAWINGS BY SCG CONSULTING ENGINEERS
(PROJECT 33127) FOR RETAINING WALLS, REFER TO STRUCTURAL
ELEVATIONS TABLE
RP BOUNDARY
GROUND SLABS AND BASEMENT STRUCTURAL ENGINEERING FOR BOUNDARY WALL
TYPE AND DETAILS
NUMBER MIN. ELEVATION MAX ELEVATION AREA COLOUR DETAILING. REFER TO ARCHITECTURAL PLANS
FOR DIMENSIONS AND SETOUT INFORMATION
1 -2.67 -2.00 186.14 EXISTING BLOCK BLOCK
BOUNDARY WALL BOUNDARY
2 -2.00 -1.50 54.94 RESIDENCE
WALL
3 -1.50 -1.00 7.05 FFL = 2.700
4 -1.00 -0.50 6.54 DFE RL = 2.400m
CORE FILLED BLOCK
5 -0.50 0.00 5.49 RETAINING WALL
6 0.00 1.09 133.34
2.55m EXISTING SURFACE
CONTIGUOUS PILE WALL CFA - SECANT PILE WALL
EARTHWORKS FOR TEMPORARY RAMP FOR TEMPORARY
BASEMENT FFL = -0.3 RETAINING DURING
SECTION C
QUANTITIES - SITE RETAINING DURING
BASEMENT
BASEMENT
CONSTRUCTION CONSTRUCTION
CUT 556 m3
FILL 98 m3
Datum -1.000
2.03
2.02
2.03
2.03
2.15
2.16
2.16
2.16
2.14
2.04
3
DEPTH CUT
NETT (EXPORT) 457 m
-2.03
-2.02
-2.03
-2.03
-2.15
-2.16
-2.16
-2.16
-2.14
-2.04
DEPTH FILL
FILL QTY IS MEASURED FROM
-0.203
-0.202
-0.201
-0.191
-0.200
-0.300
-0.300
-0.300
-0.300
-0.300
EXISTING SURFACE TO DESIGN
FINISHED SURFACE AND INCLUDES
CONTROL LINE LEVELS
GROUND SLABS ABOVE EXISTING
SURFACE. QTYS DO NOT INCLUDE
1.825
1.832
1.853
1.863
1.865
1.824
1.820
1.824
1.840
1.847
1.857
1.860
1.864
1.854
EXCAVATION OR FILL FOR SLAB EXISTING SURFACE
BEDDING OR SUBBASE BELOW
BASEMENT FLOOR SLAB
SECTION B CHAINAGE
13
15
11
12
16
17
17
10
14
3
4
5
9
0
0
2
6
7
8
1
SECTION B
SCALE 1:100 @ A3
RP BOUNDARY
RP BOUNDARY
NOOSA COUNCIL
APPROVED PLAN
OPW23/0179 4 APR 2024
DFE RL = 2.400m DRIVEWAY PATHWAY
BLOCK
BOUNDARY
WALL
BLOCK
RETAINING
WALLS
SECTION A
Datum -1.000
DEPTH CUT
0.79
0.83
0.82
0.81
0.81
0.63
0.78
0.78
0.80
0.80
0.16
0.84
DEPTH FILL
2.383
2.397
2.389
2.389
2.389
2.389
2.389
2.389
2.387
2.385
2.250
2.250
2.346
2.220
1.750
CONTROL LINE LEVELS
1.615
1.611
1.595
1.565
1.581
1.577
1.575
1.592
1.602
1.548
1.556
1.588
1.588
1.594
EXISTING SURFACE
SECTION D
CHAINAGE
12
13
15
11
16
17
17
10
14
3
4
5
8
9
0
0
2
6
7
1
EARTHWORKS MAP & SECTION LAYOUT SECTION A
SCALE 1:100 @ A3
SCALE 1:200 @ A3
DESIGN SCALE DRAWING
DM APPROVED PROJECT DRAWING TITLE FOR CONSTRUCTION
DRAWN
DM D
E
C
FEB 24
OCT 23
MAR 23
OPW INFORMATION REQUEST
OPERATIONAL WORKS
FURTHER ADVICE
DM
DM
DM
AS SHOWN
HORIZONTAL DATUM
DME PROPOSED DUAL OCCUPANCY EARTHWORKS
STATUS
DRAWING
NUMBER 07
DESIGN CHECK
DM B JAN 23 INFORMATION REQUEST DM
SITE PROJECTS
DALE MARTIN - RPEQ 16845
128 GYMPIE TERRACE SECTIONS 1 OF 2 JOB
NUMBER 220508
VERTICAL DATUM
DATE
25/02/24
A SEP 23 FOR APPROVAL DM
AHD ENGINEERING - DESIGN - CIVIL PROJECT SERVICES
P.O. BOX 7481, SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612 Email: [email protected]
NOOSAVILLE, QLD, 4566 ©DME Projects Pty. Ltd.
ISSUE DATE DESCRIPTION BY
The text continues on section 7.
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