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6 Bottlebrush Avenue -Noosa central. Minor change application design docs issue 1 291124
Original PDF page 8, section 1. The text section number identifies this passage in the reader.
190
NOTE: FOR DURABILITY OF THE RAMP APEXES, WE WOULD
RECOMMEND THE RAMPS UP TO THE CROSSING ARE ALSO
CONSTRUCTED AS CONCRETE, PER THE 200TK CROSSING
N16-400 VERTICAL DETAILS - TO BE DISCUSSED WITH SUPERINTENDENT FROM
WALL BARS. COST OF DEEP LIFT VERSUS REINFORCED CONCRETE RAMPS.
1600 MAXIMUM ABOVE
GROUND LEVEL
1800 MAXIMUM N12-400 BLEND PAVEMENT DEEP LIFT ASPHALT PAVEMENT TO DEEP LIFT ASPHALT PAVEMENT TO
HORIZONTAL SMOOTHLY. FORM NEW RAMP TO CONCRETE FORM NEW RAMP TO CONCRETE BLEND PAVEMENT
CROSSING. DEPTH TO SUIT. MAKE CROSSING. DEPTH TO SUIT. MAKE SMOOTHLY.
N16-400 STARTERS.
MAXIMUM RETAINED
GOOD TO ANY EXISTING WORK. SL82 MESH TOP AND BOTTOM GOOD TO ANY EXISTING WORK.
COG 300 INTO SB2,
NEW ASPHALT
HEIGHT = 1200
LAP 600 WITH NEW ASPHALT
VERTICAL WALL BARS. PAVEMENT. PAVEMENT.
200
CLEAN OUT BLOCK
IJ1
125
REMOVE EXISTING ASPHALT REMOVE EXISTING ASPHALT
200
PAVEMENT LOCALLY TO ALLOW DPM PAVEMENT LOCALLY TO ALLOW
FOR NEW WORK. RENEW FOR NEW WORK. RENEW
200
IJ1 DENOTES 10mm FULL SUBGRADE AS REQUIRED AND SUBGRADE AS REQUIRED AND
DEPTH COMPRESSIBLE MAKE GOOD. TYPICAL. MAKE GOOD. TYPICAL.
SCABBLE** ABELFLEX WITH A 10 x 10
SF1
SIKA SEALANT
800 SECTION V
N12-300 LONGITUDINAL BARS
1:40 UNREDUCED AT A3
1:20 UNREDUCED AT A1
S09
BLOCKWORK FENCE/RETAINING WALL DETAIL
STRIP FOOTING SF1 CAPPING BLOCK OR
1:40 UNREDUCED AT A3 DOMED GROUT
1:20 UNREDUCED AT A1
BLOCKWORK OR OFF 190
SCABBLE**
FORM CONCRETE. REFER
BLOCKWORK OR OFF
TO ARCHITECT. N12-200.
FORM CONCRETE. REFER TURN RAMP EDGE
DEPTH VARIES
190 DOWN ONTO SF1.
EDGE DOWN
TO ARCHITECT.
TURN RAMP
CAPPING BLOCK OR
ONTO ET2.
DEPTH VARIES
DOMED GROUT SL82 MESH TOP
200
125
N12-400 VERTICAL
1000 HIGH FALL BARRIER
SL82 MESH TOP
WALL BARS. %% 200 N12-400 VERTICAL Z BARS. EXISTING SLAB
125
COG 300 INTO SLAB. N12-200
$$ N12-400 VERTICAL BARS.
NATURAL
N12-200 RAMP
GROUND
HORIZONTAL. TYPICAL.
200 INTO
HORIZONTAL COG 300 INTO SLAB.
PROVIDE 1 N12 TRIMMER ET3 N12-200 HORIZONTAL.
TIED UNDER MESH. STOP EJ2 DPM TYPICAL.
CLEAN OUT BLOCK SL82 MESH TOP
DEPTH VARIES.
REINFORCEMENT WITH
DPM
EDGE DOWN
ONTO SLAB.
TURN RAMP
SCABBLE** 50mm COVER. TYPICAL. 300 %%
1500 MAX.
%%
125
SL82 MESH TOP
$$
125
RAMP
70 COVER TO
200
RL 28.14
600 MIN.
N12-300 SOIL FACE
TURN RAMP EDGE N12-200 ET2
DOWN ONTO SF1. PROVIDE 1 N12 TRIMMER DPM
DEPTH VARIES
200
DPM
200
ET1 TIED UNDER MESH. STOP
SL82 MESH TOP REINFORCEMENT WITH
ET1 FALL
50mm COVER. TYPICAL.
$$ EJ1
125
N12-400 VERTICAL. COG 300 N12-400 VERTICAL. DRIVEWAY SLAB
INTO SLAB. N12-300 EJ1
200
COG 300 INTO SLAB.
0
RL 27.49 200
200
200
15
HORIZONTAL. N12-300 HORIZONTAL.
TYPICAL.
400
N12-300 HORIZONTAL.
200
DPM SECTION Y 200 DPM
1:40 UNREDUCED AT A3
- SL82 MESH TOP
1:20 UNREDUCED AT A1
$$ DENOTES "PROVIDE Ø100 AG PIPE SURROUNDED WITH 10mm BLUE 3 N12 BARS
AND BOTTOM
200 METAL, WRAPPED IN GEOFABRIC (BIDIM A14). PROVIDE AN OUTLET EACH
END TO APPROVED LOCATION.
SECTION W
%% FREE DRAINING GRANULAR MATERIAL WRAPPED IN GEOFABRIC (BIDIM SECTION Z
1:40 UNREDUCED AT A3
S09 A14) AND PLACED IN EXCAVATION BEHIND WALL. APPLY APPROVED
BLOCKWORK OR OFF
1:20 UNREDUCED AT A1
PROVIDE 1 N12 TRIMMER BITUMINOUS WATERPROOFING MEMBRANE AND BANDAGE OVER COLD
1:40 UNREDUCED AT A3
1:20 UNREDUCED AT A1
-
FORM CONCRETE. REFER TIED UNDER MESH. STOP
TO ARCHITECT. 190 JOINT. ADD CORFLUTE MEMBRANE PROTECTION AS REQUIRED.
REINFORCEMENT WITH
CAPPING BLOCK OR 50mm COVER. TYPICAL. SL82 MESH TOP
DOMED GROUT
125
N12-400 VERTICAL N12-200
1000 HIGH FALL BARRIER
RL 29.00
WALL BARS.
N12-200
HORIZONTAL
Z
CLEAN OUT BLOCK -
N12-300 Y
SCABBLE** -
SL82 MESH TOP
15
125
0
RL 28.14
RL 29.00
TURN RAMP EDGE
0 LONG
DOWN ONTO SF1. RL 28.60 1:14 RAMP. 560
DEPTH VARIES
ET1 0 LONG
RL 28.25 1:14 RAMP. 500 RL 28.14
N12-400 VERTICAL. COG 300 1:14 RAMP. 500 RL 27.90
0 LONG
INTO SLAB. N12-300 1:14 RAMP. 580
200
0 LONG RL 27.49
HORIZONTAL.
SECTION X
200
1:40 UNREDUCED AT A3
1:20 UNREDUCED AT A1
S09
RAMP ELEVATION
AS VIEWED INSIDE DRIVEWAY
1:100 UNREDUCED AT A3
1:50 UNREDUCED AT A1
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A VENESS A VENESS
copyright in accordance with the THE BODY CORPORATE Designed Verified
ALTERATIONS AND ADDITIONS TO CONCRETE DETAILS AS SHOWN A1
agreement between Tod
FLEXURE Pty Ltd
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
OF NOOSA CENTRAL
GRANT CALDER ARCHITECTURE
AND URBAN DESIGN
S PRYCE H GRAY 6 BOTTLEBRUSH AVE NOOSA JUNCTION Drawing Number
used for this specific project.
21 Bursaria Street Peregian Beach
Approved
H GRAY
RPEQ No
18877
RDP 23593-S10
This drawing shall not be used
ph: 0488 084 184 Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
email - [email protected] Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Registered Architect- BOAQ 3112
PO Box 61, Noosaville, QLD 4566
A 25.11.24 ISSUED FOR APPROVAL AV
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
25.11.24
ROL APPROVAL
OPW APPROVAL
VERT DATUM
RL MEASUREMENT BAR - INCREMENTS IN mm
10 of 10 A
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