Council archive · source document
Approved Plans OPW23/0179
Plans and drawings: the text below has words only, no drawings.
Very large file (15.6 MB): may take a few minutes to open.
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
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
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Approved Plans OPW23/0179.pdfRelated documentApplication case desk ↗
About this file
- File size
- 15.6 MB (very large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.