Original source · versioned page text
Retaining Wall Design
Attached to the e-mail OPW23/0012 - Formal response to Councils Information Request - 24 Comet Drive SUNRISE BEACH.
Attached to the e-mail New Operational Works Application-24 Comet Drive SUNRISE BEACH.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
APPROX LOCATION OF SEWER CONNECTION AS PER EXISTING POOL TO REMAIN ON SITE.
PRELODGEMENT TO BE CONFIRMED ON SITE BY SITE
Gully
Field
THE OWNER IS TO PROVIDE A
SUPERVISOR PRIOR TO COMMENCEMENT OF WORKS. TRAFFICABLE COVER TO THE POOL
2 x ADDITIONAL PRIOR TO COMMENCEMENT OF
KERB WATER
OUTLETS (IF
REQUIRED)
Comet Drive SITE WORKS
APPROX. LOCATION OF
AHD RL / m 26.227
TBM Screw in Kerb
23.17 23.32 SEWER ZONE OF INFLUENCE SEWERLINE
Stormwater Pit
Not Located
Not Located
Stormwater
23.33 23.48 23.96
.6
7
.8 24.39
6 24.77
24.01
23 23 24.2 24.
25.18
0
M/H
25.41
24.
24.26
U/G Power
4
24.
8 25. 25.
24.4 25.0 2 25.
6 67
25.
25.8 6.0
No Mk
Found
2 26
Existing Rock
No Mk
Found
08°58'20" .
m Existing Rendered 26.2 17
23
Retaining Wall
3m
.8
(22.5)
25.13
Block Retaining Wall
1 No Mk
3
Found
3.0
8.1 23°5
24.87
23.94
25.24
24.79
24.94 25.77 8 26.4 LANDSCAPING STEPS BY
3 3.10'20"
26.0
Concrete Driveway
4
1,1
4.5 m
26.69 26.72 OWNER AFTER HANDOVER
26.75 Garden
26
ximate Sewer Line 26.7726.80 6
25.2 26.78
.47
Not Located
26
25.4
Sewer M/H
7,415 EAV19E
26.71
1 WALL
26.76
26 .3526
ocation (See note) 4
Sleeper Retaining Wall
26.75
24.
Steps
25.6
53 3. te26.
.7 2 .67
26.76
No Mk
Found
RL 26.381 26.75 92 6. 26.6
°5 10 2 85
6. 82
APPROX. HEIGHT
25.8 = 1m
26.76
APPROX. HEIGHT = 2.2m 83
8' 6 6.7
. 6 FILL 0.919
24
20 8
26.0
7,88Tiles
Ga
26.75
25.25Timber Fence 24.82
2
"
Existing Timber
Pool 26.8
25.96
.8 8 26.2
26.14
83°58
243,31
26.76
26.76
26.4
3.106
669mm H DEB APPROX. LOCATION OF 600mm H
26.80
OMP RL 26.755
26.57
27.02
(6 COURSES + 155 REBATE) RETAINING WALL BY OWNER
61 27.0
18
'20"
8
.0
3,783 PRIOR TO EARTHWORKS.
26.8726.8
27.09
6,2 MP
26.6 FILL 0.545 26.77 Glass Pool Fence
17
26.75
25
Gate
26.59 26.74
27.14
POOL
No Mk
Found
2,828
26
PIER
Gully
26.74 APPROX. HEIGHT = 0.6m
Garden
.7
O26.84
27.33
7
26.73
26.75 26.74 26.78 EXISTING TREES SHOWN DASHED TO BE
Floor Level
.2 SEWER
Tiles
2,426
.2
20
783 25 Gate APPROX.7.0HEIGHT = 0.6m
Timber Fence 26.89 26.72
REMOVED BY OWNER AS PART OF
26.82
26.80
26.79
27
27.25
26.8
RL 26.82
27.11
DEMOLITION.
26.57 26.63
EMT/PIER 26.72
26.86 RL 26.800 2
26.85
16
25.62
27.41
6
Sleeper Retaining
Gate
Timber Fence on
Existing
FILL 0.500
Lowset
House
SOLAR INVERTER
.4
Maheno Court
25.64278°53'10"
Existing Timber
25 .4
PROPOSED 27
Garden
23.0 25
T L '10"
27.55
15
3-PHASE SOLAR METER BOX
7
22.894
.6
.6
APPROX. HEIGHT = 2.0m
26.88
Existing Timber Sleeper Retaining Wall
RESIDENCE 27
5,547 APPROX HEIGHT = 0.6m
E M 98°53
LOCATION OF SOLAR PANELS
26.86
.8
27.55
FFL 27.610 PAD RL WALL 27
Wall
26.6
PPROX. LOCATION OF 2000mm H RL 26.800
8
Patio
27.300 .0
NGINEERED RETAINING WALL BY
25.94
.8
26.55
APPROX.
FILL 0.500
28 HEIGHT = 1m
26
OWNER PRIOR TO EARTHWORKS
25
98°58'20"
EXISTING PATIO SHOWN DASHED TO BE
.6
5,000
16.001
26
3
27.74
.2 REMOVED BY OWNER AS PART OF
.8
28
5
Vegetation
EXISTING RETAINING WALL
.0 Floor Level 26.16
OMP DEMOLITION.
TO BE REMOVED BY OWNER
26 26. 26.54
26.85
8
AS PART OF DEMOLITION. 60
25.96
28.4
4,000
9
APPROX. HEIGHT = 1.5m 26.8
28.49
27.74
Existing
APPROX. DRIVEWAY
26
Shed
Stormwater Pit
RL 26.63
28.70
.7
RL 26.600 BY OWNER
5
Not Located
26.80
26.65 28.6
12
Conduit
26
51m² TOTAL
4,990 11
Drain
10
.7
FILL 0.700 EV CAR CHARGER
9
(G-FRAM-EV001) (34m² TO BDY) 28.8
26
.8
WALL
26.8
.6
26
26.84
26.76
0
13
29.0
6m 6,512
27.77
14
EXISTING EXISTING RETAINING WALL
26
Light Pole
26.8
#335302
7
RL 26.720
WALL
.8
GARAGE
2,680
Existing Timber Sleeper Retaining Wall SHOWN DASHED TO BE REMOVED BY
2
2,500
Meter x 2 3
OMP
29.2
No Mk
Found
27.79 OWNER AS PART OF DEMOLITION.
4
FILL 0.580 Thick Vegetation
29.35
29.14
29.28
APPROX. HEIGHT = 1.2m
9
3.002 (Inaccessible) (28.483)
Hyd
W
H
APPROX. HEIGHT APPROX. HEIGHT = 1.0m
= 1.0m EXISTING RETAINING WALL
186°57'40"
No Mk
Found
29.49 W
No Mk
Found
AIR CONDITIONING UNIT RL 26.799 TO BE REMOVED BY CLIENT RL 26.808 29.4
29.38
29.52
FILL 0.501 AT TIME OF DEMOLITION, TO
Not Located
FILL 0.492
Sewer M/H
HOT WATER SERVICE BE BATTERED TO SUIT NEW
STREET FRONTAGE
Highset House
LPG MOUNTING BRACKET GULLY GRATE / SPOON DRAIN
Well Away
EXISTING RETAINING WALL TO
AND CONCRETE PAD BY OWNER AFTER HANDOVER
Existing
BE REMOVED BY OWNER AS
(EXCHANGE BOTTLES ONLY)
PART OF DEMOLITION.
NO ALLOWANCE FOR BOTTLES
5
EXISTING HOUSE SHOWN DASHED TO
BE REMOVED BY OWNER AS PART OF
DEMOLITION.
C01 07.10.22 IFC TW CR
GENERAL ARRANGEMENT PLAN Sunshine Coast, Australia
58 Kingston
Suite 101, See the original
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Full text of the other 3 sections
Section 2
55Drive,
Plaza Parade,
Maroochydore QLD, 4102
NTS
Australia
NOTES
WALL & PIER LOCATIONS AND WALL HEIGHTS SHOWN INDICATIVELY, BUILDER TO 24 COMET DRIVE,
SUNRISE BEACH QLD
CONFIRM WALL HEIGHTS AND SLEEPER LENGTHS ON SITE PRIOR TO INSTALLATION.
CONFIRM EXACT EXTENT OF SITE IN CONJUNCTION WITH OWNER @ EXISTING DRIVEWAY
IAN MASSEY
AND NEW DRIVEWAY
TW TW CR AS SHOWN
BUILDER MUST CONFIRM EXISTING SERVICES PRIOR TO DRILLING PIERS - REFER SURVEY
GENERAL ARRANGEMENT
STRUCTURAL CONSTRUCTION
221614 ST-01 C01
Section 3
IF NO FENCE ABOVE WALL IF MAX 1800 HIGH TIMBER FENCE ABOVE WALL
SOIL
STA SURVEYS
CONSULTING ENGINEERS
2-14287
ES 219297
WALL HEIGHT FOOTING DEPTH SLEEPER LENGTH INTERMEDIATE POST END POST WALL HEIGHT FOOTING DEPTH SLEEPER LENGTH INTERMEDIATE POST END POST
0-600 600 2400 100UC14.8 100PFC 0-600 1100 2400 100UC14.8 100PFC
800 800 2400 100UC14.8 100PFC 800 1300 2400 100UC14.8 100PFC
1000 1000 2400 100UC14.8 100PFC 1000 1400 2400 100UC14.8 100PFC
1400 1400 2400 150UC23.4 150PFC 1400 1700 2400 150UC23.4 150PFC
1800 1800 2400 150UC23.4 150PFC 1800 1800 2000 150UC23.4 150PFC
2200 2000 2000 150UC23.4 150PFC 2200 2000 1500 150UC23.4 150PFC
MAX 1800 HIGH TIMBER FENCE IF
REQD - REFER ALTERNATE TABLE
FOR PIER DEPTHS/SPACING CONCRETE SLEEPERS
C02 26.10.22 IFC TW CR
C01 07.10.22 IFC TW CR
Sunshine Coast, Australia
Suite 101, 55 Plaza Parade,
Maroochydore QLD, 4102
ALLOWABLE BEARING CAPACITY
Australia
100KPA MIN ALLOWABLE PILE WIDTH
1900KG/M3 (W)dia
450
INTERNAL FRICTION ANGLE~30DEG REFER TABLE
24 COMET DRIVE COURT,
0KPA COHESION SUNRISE BEACH QLD
IAN MASSEY
REINFT WELDED TO BTM OF POST TO TW TW CR AS SHOWN
ACHIEVE EMBEDMENT NOT ACCEPTED -
SLEEPER RETAINING WALL DETAILS
CAST POST IN TO SPECIFIED DEPTHS
MAX SURCHARGE ALLOWANCE = 2.5KPA BEHIND WALL
STRUCTURAL CONSTRUCTION
221614 ST-02 C02
Section 4
FILENAME: X:\EDGE-AU-DB-DWG-OOL\19155_32 WAIROO ST BURLEIGH\DWG - MASTER\19155_S003_SLEEPER RETAINING WALL DETAILS.DWG
C01 07.10.22 IFC TW CR
Sunshine Coast, Australia
Suite 101, 55 Plaza Parade,
Maroochydore QLD, 4102
Australia
24 COMET DRIVE,
SUNRISE BEACH QLD
IAN MASSEY
TW TW CR AS SHOWN
SLEEPER RETAINING WALL DETAILS
PLOT DATE: 3/11/2019 2:18 PM
STRUCTURAL CONSTRUCTION
0 mm 5 10 15 20 25
221614 ST-03 C01