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Engineering Drawings - ISSUE B
DME
PROJECTS
Proposed Residence
25 Dwyer Street
Sunshine Beach, QLD, 4567
PROPERTY DESCRIPTION
Lot 225 RP48111
LGA: Noosa
LOCALITY PLAN Area: 506m2
QLD GLOBE
SCALE DRAWING STATUS
DME
APPROVED PROJECT DRAWING TITLE
DESIGN - DM AS SHOWN
Dale Martin - RPEQ 16845
FOR APPROVAL
HORIZONTAL DATUM PROPOSED RESIDENCY COVER PAGE DRAWING NUMBER
DRAWN - DM B JUN 22 INFO REQUEST DM
PROJECTS P.O. BOX 7481 00
A MAY 22 FOR APPROVAL DM SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612
25 DWYER STREET JOB NUMBER
APPROVED 28/06/22 ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] SUNSHINE BEACH, QLD, 4567 220506
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 APPROVAL
HORIZONTAL DATUM PROPOSED RESIDENCY NOTES DRAWING NUMBER
DRAWN - DM PROJECTS P.O. BOX 7481 (AS APPLICABLE) 01
A MAY 22 FOR APPROVAL DM SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612
25 DWYER STREET JOB NUMBER
APPROVED 27/05/22 ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] SUNSHINE BEACH, QLD, 4567 220506
AHD ©DME Projects Pty. Ltd.
Page 3
N
W E
LEGEND °0
0'
43 088
.
15
BUILDINGS TO BE DEMOLISHED S
EXISTING CONCRETE SURFACES 0
.6
53 .4
0
53
E EXISTING ELECTRICAL
53.20
SW EXISTING STORM WATER
T EXISTING TELSTRA
W WATER RETICULATION
S EXISTING SEWER
13 529
33
3°
17.00 EXISTING CONTOURS
00
.
'
LOT BOUNDARIES
EXISTING
EXISTING FENCING RESIDENCE
.00
53
.80
52
0
.6
33 °00
52
31
.52 '
3
9
.40
52
W
0
.2
52 S
T DEMOLISH EXISTING
W
.00
WM CONCRETE DRIVEWAY AND
52
REPAIR KERB AND CHANNEL
8
.08 0' .8 0 T
15 3°0 W 51
EXISTING BLOCK 2
.60
2
RETAINING WALL AND 51 S
DEMOLISH AND T .40
GARAGE BUILT TO BACKFILL POOL W 51
BOUNDARY .20
51
S
T
W
S
T
E T
W RE
T
S
R ST
W YE
T
S
DW
W S
T
W S
T
CONTRACTOR TO DETERMINE THE EXACT W S
LOCATION OF ALL EXISTING SERVICES IN T
THE VICINITY OF THE PROPOSED WORKS
PRIOR TO THE START OF ANY Meters
CONSTRUCTION - CONTRACTOR IS 5 0 5 10
RESPONSIBLE FOR ANY DAMAGE TO
EXISTING SERVICES
EXISTING FEATURES PLAN 1:200
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
HORIZONTAL DATUM PROPOSED RESIDENCY EXISTING FEATURES DRAWING NUMBER
DRAWN - DM PROJECTS P.O. BOX 7481 02
A MAY 22 FOR APPROVAL DM SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612
25 DWYER STREET JOB NUMBER
APPROVED 27/05/22 ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] SUNSHINE BEACH, QLD, 4567 220506
AHD ©DME Projects Pty. Ltd.
Page 4
N
300SQ
53.64 DOMESTIC
INLET PIT
W E
53.56 LANDSCAPING WALLS
TO BUILDERS
SPECIFICATION
53.04 MAX. HEIGHT 600mm
S
53.70
E
E
AD
GR
LEGEND
RE
53.56
TA
IN
I N 52.99
TA
RE
PROPOSED BUILDING 53.77
GR
E
AD
AD
GR
E
PROPOSED DRIVEWAYS AND PATHS
53.58 53.05
DESIGN MAJOR CONTOUR
300SQ 52.93
DESIGN MINOR CONTOUR DOMESTIC
INLET PIT D
+ 4.200 DESIGN SPOT LEVEL
E EXISTING ELECTRICAL
RE
100Ø UPVC
TA
52.98
IN
LENGTH = 35m
SW EXISTING STORM WATER USIL = RL 52.7
DSIL = RL 50.98
GR
T EXISTING TELSTRA CONNECT ROOFWATER
AD
52.85
E
AND DISCHARGE TO KERB
W WATER RETICULATION VIA KERB ADAPTOR
52.97
S EXISTING SEWER
52.89
LOT BOUNDARIES C
52.98 52.57
W
RETA
52.59
SERVICES NOTE: W
IN
100Ø UPVC
1. EXISTING SEWER CONNECTION TO BE USED FOR NEW DEVELOPMENT LENGTH = 35m 52.34
52.50 S
2. EXISTING WATER CONNECTION TO BE FOR NEW DEVELOPMENT USIL = RL 52.7 52.69 T
3. ELECTRICAL AND TELECOMMUNICATIONS CONNECTIONS TO DSIL = RL 50.98 W
RET
CONNECT ROOFWATER ET
A IN
WM
AIN
AUTHORITIES STANDARDS AND DISCHARGE TO KERB R
VIA KERB ADAPTOR 52.32 52.03 T
W
DRAINAGE NOTE: 51.84 S
1. INTERNAL STORMWATER PIPES TO BE UPVC OR APPROVED ALTERNATIVE 52.00
T
2. BACKFILL TO PIPES SHALL BE CEMENT STABILISED SAND W M
AX
52.44 1:8
3. MINIMUM GRADE 0.5% TO BE ACHIEVED B S
4. GRATES TO BE CLASS D WHERE TRAFFICABLE T PROPOSED CONCRETE
51.82
W DRIVEWAY CROSSOVER
5. CONCRETE BASE OF PITS TO INVERT LEVEL OF PIPE TO ENSURE WATER NOT HELD S 51.10
LANDSCAPING WALLS 51.50 GENERALLY IN ACCORDANCE
6. APPROVED KERB ADAPTOR TO BE USED TO BUILDERS TA
I N 51.97
T WITH STD DWG RS-049 REFER
SPECIFICATION RE 1:8
M
AX
W TO LONG SECTION FOR
MAX. HEIGHT 600mm 52.41 S CROSSOVER GRADES
A T 51.00 W1 = 4.5m
51.12
W W2 = 3.5m
F S W3 = 3.5m
T
W S
T
REPROFILE VERGE TO THE EXTENTS
W S SHOWN TO ENSURE NO TRIP
T HAZARDS 1:8 MAX GRADE
CONTRACTOR TO DETERMINE THE EXACT
TURF TO MATCH THE REST OF THE
LOCATION OF ALL EXISTING SERVICES IN W S FRONTAGE
THE VICINITY OF THE PROPOSED WORKS T
PRIOR TO THE START OF ANY
Meters
CONSTRUCTION - CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE TO
EXISTING SERVICES
PROPOSED LAYOUT 5 0 5 10
SCALE 1:200 @ A3
NOT FOR CONSTRUCTION 1:200
SCALE DRAWING STATUS
DME
APPROVED PROJECT DRAWING TITLE
DESIGN - DM AS SHOWN
Dale Martin - RPEQ 16845
FOR APPROVAL
HORIZONTAL DATUM PROPOSED RESIDENCY PROPOSED LAYOUT DRAWING NUMBER
DRAWN - DM B JUN 22 INFO REQUEST DM
DM
PROJECTS P.O. BOX 7481
SIPPY DOWNS, QLD, 4556 25 DWYER STREET 03
A MAY 22 FOR APPROVAL JOB NUMBER
Phone: 0438 157 612
APPROVED 28/06/22 ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] SUNSHINE BEACH, QLD, 4567 220506
AHD ©DME Projects Pty. Ltd.
Page 5
RP BOUNDARY
LOW CLEARANCE B85
VEHICLE SHOWN EXISTING SURFACE
1:15
1:9.6
DESIGN
1:5.4 SURFACE
1:7
EXISTING SEWER
MIN. 750mm COVER
MAINTAINED AS PER
SEQ CODE
Datum 49.000
50.855
51.073
51.259
51.811
51.935
52.041
52.253
52.361
52.931
52.999
50.887
50.897
50.888
50.867
50.930
51.628
52.146
52.470
52.568
52.668
52.767
52.867
53.000
53.000
53.000
53.000
53.000
53.000
53.200
53.200
53.200
51.444
CONTROL LINE LEVELS
51.613
52.313
52.993
53.003
53.113
50.885
50.895
50.907
50.945
51.069
51.737
52.507
52.509
52.217
52.501
52.575
52.897
53.007
53.022
53.077
53.095
53.131
50.900
51.274
51.494
51.978
52.406
52.666
52.780
52.880
53.040
53.058
EXISTING SURFACE
CHAINAGE
21
22
23
25
31
32
32
26
27
28
29
30
11
12
13
15
19
20
24
10
16
17
18
14
0
0
2
3
4
5
7
8
9
6
1
DRIVEWAY - LONG SECTION
SCALE 1:100 @ A3
S
4.91
T
.69
.41
W
52
52
S
T
DRIVEWAY LEVELS
W
SIMILAR TO EXISTING
DRIVEWAY TO ENSURE
S
COVER TO SERVICES IS
MAINTAINED
T
.97
W
51
0.92 2.8
S
MAX 1:8 VERGE
.44
1:8 MAX
TRANSITIONS EITHER SIDE
52
T
.82
OF DRIVEWAY
51
W
.12
51
S
.00
.50
B85 Vehicle (Realistic min radius) (2004)
51
T
51
.00
W
Overall Length 4.910m
52
.59
Overall Width 1.870m
52
S
T
0
.5
Overall Body Height 1.421m
52
.98
W
0.07m
52
Min Body Ground Clearance 0.159m
S
Track Width 1.770m
T
1:8 MAX
.8 4
W
Lock-to-lock time 4.00s
51
.10
51
Curb to Curb Turning Radius 5.750m
.32
S
0.05m
52
T
.03W
52.00
52
52.20
51.20
51.40
51.60
S
52.40
T
.97
51.80
52.60
52
W
GROUND CONFLICT
REPORT - MIN.
DRIVEWAY LAYOUT
CLEARANCES SCALE 1:100 @ A3
SCALE DRAWING STATUS
DME
APPROVED PROJECT DRAWING TITLE
DESIGN - DM AS SHOWN
Dale Martin - RPEQ 16845
FOR APPROVAL
HORIZONTAL DATUM PROPOSED RESIDENCY DRIVEWAY DETAILS DRAWING NUMBER
DRAWN - DM B JUN 22 INFO REQUEST DM
PROJECTS P.O. BOX 7481 04
A MAY 22 FOR APPROVAL DM SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612
25 DWYER STREET JOB NUMBER
APPROVED 28/06/22 ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] SUNSHINE BEACH, QLD, 4567 220506
AHD ©DME Projects Pty. Ltd.
Page 6
RP BOUNDARY
RP BOUNDARY
LANDSCAPING WALLS DESIGN
TO BUILDERS SURFACE
SPECIFICATION
DRIVEWAY
EXISTING
SURFACE
Datum 49.000
0.09
0.11
0.10
0.10
0.57
0.57
0.57
0.07
DEPTH CUT
-0.09
-0.11
-0.10
-0.10
-0.57
-0.57
-0.57
-0.07
0.33
0.35
0.33
0.16
0.06
DEPTH FILL
52.413
52.412
52.411
52.411
51.937
52.327
52.327
52.327
52.327
51.936
51.936
51.936
52.330
CONTROL LINE LEVELS
52.503
52.511
52.503
51.992
52.289
52.518
52.516
52.509
52.509
52.508
51.996
51.979
52.166
52.267
52.268
52.510
52.010
EXISTING SURFACE
CHAINAGE
13
15
11
12
17
17
10
14
16
3
4
5
9
0
0
2
6
7
8
1
SECTION A
SCALE 1:100 @ A3
RP BOUNDARY
RP BOUNDARY
DRIVEWAY
Datum 51.000
0.15
0.15
0.15
0.15
0.12
0.07
0.02
0.01
0.01
0.10
0.06
DEPTH CUT
-0.15
-0.15
-0.15
-0.15
-0.12
-0.07
-0.02
-0.01
-0.01
-0.10
-0.06
0.01
0.10
0.10
DEPTH FILL
52.535
52.532
52.541
52.538
52.536
52.537
52.537
52.529
52.546
52.548
52.628
52.544
52.614
52.600
CONTROL LINE LEVELS
52.682
52.603
52.589
52.561
52.555
52.541
52.519
52.662
52.661
52.430
52.686
52.686
52.684
52.658
52.630
52.556
52.530
EXISTING SURFACE
CHAINAGE
11
12
13
15
10
16
17
17
14
0
0
2
3
4
5
7
8
9
6
1
SECTION B
SCALE 1:100 @ A3
SCALE DRAWING STATUS
DME
APPROVED PROJECT DRAWING TITLE
DESIGN - DM AS SHOWN
Dale Martin - RPEQ 16845
FOR APPROVAL
HORIZONTAL DATUM PROPOSED RESIDENCY SECTIONS 1 OF 2 DRAWING NUMBER
DRAWN - DM PROJECTS P.O. BOX 7481 05
A MAY 22 FOR APPROVAL DM SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612
25 DWYER STREET JOB NUMBER
APPROVED 27/05/22 ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] SUNSHINE BEACH, QLD, 4567 220506
AHD ©DME Projects Pty. Ltd.
Page 7
DESIGN
RP BOUNDARY
RP BOUNDARY
SURFACE
EXT. WALL
EXT. WALL
PROPOSED FLOOR SLAB
EXISTING
LANDSCAPING WALLS SURFACE
TO BUILDERS
SPECIFICATION
RP BOUNDARY
Datum 51.000
EXT. WALL
0.09
0.21
DEPTH CUT
-0.09
-0.21
0.13
0.12
0.11
0.09
0.09
0.07
0.16
0.10
0.10
0.08
0.08
0.08
DEPTH FILL PROPOSED FLOOR SLAB
52.943
52.914
53.200
53.200
53.200
53.200
53.200
53.200
53.200
53.200
53.200
53.200
53.200
53.200
CONTROL LINE LEVELS
LANDSCAPING WALLS
53.001
53.105
53.112
53.115
53.125
53.133
53.149
53.038
53.070
53.080
53.090
53.097
53.117
53.120
53.114
TO BUILDERS
EXISTING SURFACE SPECIFICATION
CHAINAGE
13
15
11
12
16
17
17
10
14
3
4
5
9
0
0
2
6
7
8
0.05
0.12
0.17
0.05
1
0.34
DEPTH CUT
SECTION C
-0.05
-0.12
-0.17
-0.05
-0.34
DEPTH FILL
SCALE 1:100 @ A3
RP BOUNDARY
RP BOUNDARY
53.632
53.578
53.700
53.050
53.200
CONTROL LINE LEVELS
53.621
53.252
53.750
53.750
53.750
53.394
EXISTING SURFACE
LANDSCAPING WALLS CHAINAGE
0
0
2
3
4
5
7
7
6
1
LANDSCAPING WALLS TO BUILDERS
TO BUILDERS SPECIFICATION
SPECIFICATION
SECTION E
Datum 51.000 SCALE 1:100 @ A3
0.39
0.37
0.37
0.31
0.39
0.39
0.35
0.37
0.38
0.26
0.38
0.38
0.38
0.34
0.44
DEPTH CUT
-0.39
-0.37
-0.37
-0.31
-0.39
-0.39
-0.35
-0.37
-0.38
-0.26
-0.38
-0.38
-0.38
-0.34
-0.44
DEPTH FILL
53.047
53.040
53.050
53.050
53.050
53.050
53.050
53.050
53.050
53.050
53.050
53.050
53.050
53.050
53.044
CONTROL LINE LEVELS
53.435
53.435
53.425
53.403
53.306
53.360
53.438
53.429
53.428
53.386
53.418
53.424
53.424
53.424
53.484
EXISTING SURFACE 1:8 MAX
1:8 MA
X
DRIVEWAY
CHAINAGE
13
15
11
12
16
17
17
10
14
3
4
5
9
0
0
2
6
7
8
1
SECTION D
SCALE 1:100 @ A3
0.22
0.16
0.19
0.01
0.20
0.14
DEPTH CUT
-0.22
-0.16
-0.19
-0.01
-0.20
-0.14
DEPTH FILL
51.209
51.205
51.278
51.207
51.204
51.304
CONTROL LINE LEVELS
51.423
51.471
51.339
51.321
51.504
51.434
51.396
51.406
51.318
EXISTING SURFACE
CHAINAGE
0
0
2
3
4
5
7
8
9
9
6
1
SECTION F
SCALE 1:100 @ A3
SCALE DRAWING STATUS
DME
APPROVED PROJECT DRAWING TITLE
DESIGN - DM AS SHOWN
Dale Martin - RPEQ 16845
FOR APPROVAL
HORIZONTAL DATUM PROPOSED RESIDENCY SECTIONS 2 OF 2 DRAWING NUMBER
DRAWN - DM B JUN 22 INFO REQUEST DM
PROJECTS P.O. BOX 7481 06
A MAY 22 FOR APPROVAL DM SIPPY DOWNS, QLD, 4556
Phone: 0438 157 612
25 DWYER STREET JOB NUMBER
APPROVED 28/06/22 ISSUE DATE DESCRIPTION BY
VERTICAL DATUM
Engineering - Design - Civil Project Services Email: [email protected] SUNSHINE BEACH, QLD, 4567 220506
AHD ©DME Projects Pty. Ltd.