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220508 - Engineering Drawings ISSUE E · OPW23/0179
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RP BOUNDARY
RP BOUNDARY
REFER TO STRUCTURAL
REFER TO PROJECT STRUCTURAL ENGINEERING ENGINEERING FOR BOUNDARY WALL
TYPE AND DETAILS
DRAWINGS BY SCG CONSULTING ENGINEERS
EXISTING RESIDENCE CORE FILLED BLOCK
(PROJECT 33127) FOR RETAINING WALLS, BLOCK FFL = 2.700 RETAINING WALL
GROUND SLABS AND BASEMENT STRUCTURAL BOUNDARY
DETAILING. REFER TO ARCHITECTURAL PLANS WALL
FOR DIMENSIONS AND SETOUT INFORMATION
2.50m EXISTING SURFACE EXISTING STEEL RIVEN
SHEET PILING FOR
ADJOINING DEVELOPMENT
CONTIGUOUS PILE WALL
FOR TEMPORARY
RETAINING DURING BASEMENT FFL = -0.3
BASEMENT
CONSTRUCTION
BASEMENT
PUMP OUT
SUMP
Datum -3.000
2.03
2.17
2.33
2.35
2.35
2.32
2.29
2.25
2.19
2.30
2.34
DEPTH CUT
-2.03
-2.33
-2.17
-2.35
-2.35
-2.32
-2.29
-2.25
-2.19
-2.30
-2.34
DEPTH FILL
-0.301
-0.343
-0.331
-0.328
-0.400
-0.389
-0.377
-0.366
-0.320
-0.308
-0.354
CONTROL LINE LEVELS
1.943
1.925
1.675
1.576
1.727
1.841
1.902
1.969
1.987
1.979
1.959
1.877
1.808
1.984
EXISTING SURFACE
CHAINAGE
11
12
13
15
10
16
17
17
14
0
0
2
3
4
5
7
8
9
6
1
SECTION C
SCALE 1:100 @ A3
RP BOUNDARY
RP BOUNDARY
FLOOD BUND WITHIN DRIVEWAY AT
RL=2.410mAHD
RESIDENCE FFL = 2.700
DRIVEWAY DFE RL = 2.400m
POOL
RAMP
BASEMENT FFL = -0.3 MIN.
Datum -3.000
0.85
0.26
0.56
2.12
2.13
2.21
2.25
2.32
2.08
2.16
2.19
2.29
2.37
2.46
2.48
2.37
2.16
1.33
2.14
2.50
1.10
1.57
1.80
1.96
1.98
1.86
DEPTH CUT
-0.85
-1.33
-2.12
-2.13
-2.21
-2.25
-2.32
-0.26
-0.56
-1.10
-1.57
-1.80
-1.96
-2.08
-2.16
-2.19
-2.29
-2.37
-2.46
-2.50
-2.48
-2.37
-2.16
-1.98
-1.86
-2.14
0.83
0.85
0.82
0.63
0.03
0.80
0.79
0.87
0.89
0.88
0.77
0.49
0.29
DEPTH FILL
-0.255
-0.305
-0.317
-0.329
-0.341
-0.353
-0.365
-0.377
-0.395
-0.395
-0.382
-0.369
-0.343
-0.317
-0.303
-0.126
-0.390
-0.356
-0.330
2.233
2.251
2.292
2.345
2.362
2.379
2.285
2.181
2.021
0.800
0.550
0.300
0.050
2.328
2.396
2.390
1.800
1.550
1.300
1.050
CONTROL LINE LEVELS
2.123
2.025
2.078
2.128
1.459
1.482
1.529
1.581
1.615
1.863
1.881
1.851
1.815
1.822
1.833
1.849
1.552
1.442
1.413
1.418
1.436
1.458
1.456
1.458
1.688
1.730
1.770
1.898
1.897
1.867
1.836
1.817
1.870
1.897
1.930
1.446
1.467
1.276
1.220
1.654
1.814
1.824
1.814
1.974
1.834
1.664
EXISTING SURFACE
CHAINAGE
41
42
43
45
46
46
21
22
23
25
29
31
32
33
35
37
39
40
44
20
26
27
28
30
34
36
38
11
12
13
15
17
19
24
10
14
16
18
3
5
9
0
0
2
4
7
8
6
1
SECTION D
SCALE 1:150 @ 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 Dale Martin PROPOSED DUAL OCCUPANCY EARTHWORKS
STATUS
DRAWING
NUMBER 09
DESIGN CHECK
DM B JAN 23 INFORMATION REQUEST DM
SITE PROJECTS
DALE MARTIN - RPEQ 16845
128 GYMPIE TERRACE SECTIONS 2 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 See the original
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