Original source · versioned page text
FURTHER ADVICE - Attachment 2 - TOD Consulting Engineering Plans
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
drain
NOTE :
SW
REMOVE LID FROM EXISTING
EXISTING CARPARK LEVELS ARE TO FIELD PIT AND SEAL WITH A
REMAIN. ALL NEW WORK IS TO BE COVER PRIOR TO POURING
24 . 5
SW
BLENDED SMOOTHLY TO THE NEW SLAB. ENSURE EXISTING
0
EXISTING WORK AND MADE GOOD. PIPE IS PROTECTED DURING
WORKS.
SW
0
26 . 0
50
NEW 600 x 600 FIELD NEW ASPHALT RAMP TO
SW
.
25
PIT CONSTRUCTED CONCRETE CROSSING.
OVER EXISTING Ø375 NEW CONCRETE
SW
R.C. PIPE CROSSING TO MATCH
SL 27.260 EXISTING CONCRETE
IL 26.300 (IN) FORECOURT LEVELS.
SW
2 0 IL 26.250 (OUT)
.2
27 INVERTS TO BE
G
CHECKED ON SITE IN EL
SW
05 ST EV
1:40 MAX. ACROSS
ONCE EXISTING PIPE 0 .4 26 .50 I
80 42 NEW ASPHALT RAMP TO
27
PARKING BAY
EQUITABLE
.2 27
. 27 EX E L
.3
HAS BEEN UNCOVERED CONCRETE CROSSING.
27 CH RET G
90
SW
27
0
27
20 21 T IN L
.3
. 25 7. A
M ONC IST VE
27
27
35
.2 2 E
27
.4
.2
C X
E EL
SW
0 27 . 00
27
00
6
3
27
27
0
5 80 H T
27
in .2 5 1:40 MAX. ACROSS
27
27
.2
ra 2 2 C E
27
.3
.2
.2 .2 .2 EQUITABLE
AT R
.2
70
.3
D
.3
27 27
90
27 M ONC
00
WALKWAY IN EACH
00
27 ng NEW ASPHALT SURFACE
80
20
i DIRECTION PLUS A
SW
. 50 ist
NEW KERB B2.
MINIMUM OF 600mm
Ex EACH SIDE OF C
NEW ASPHALT SURFACE NEW ASPHALT SURFACE 27 G
60
WALKWAY.TYPICAL
. 25
.1 0 IN EL
27
0 ST EV
SW
27
27 19 EXISTING Ø375 .2
1 60 5 60 EXISTING Ø450 I
7. EXISTING Ø375 .3 34 t
.2
20 .2 Pi
.3
50 Pi
t
27 27 27. 27 Pi
t EX E L
60
50 .2 2 R.C. PIPE
60
R.C. PIPE d
.6 .2 27 0 eld
R.C. PIPE
el
d
Fi
el 20 CH RET
27 .4
SW SW SW SW
Fi
SW SW SW
27 21 Fi
SW
SW SW SW
SW SW SW SW SW SW SW SW SW
g SW 7 T
7. ing 6 ) g
50 t in 12 n) B B2
. 2 A
M ONC
27
2 in 2 ) is . (i t) KER 27 . 50
ist .1 (in t) NEW CONCRETE ist .1 (in t) .1 Ex L 27 .92 (ou
.3
Ex L 27 .43 (ou Ex L 27 .03 (ou NEW C
CROSSING. ENSURE 27
7
S 25 .87
SW
0
. S 26 .37 S 26 .98
SURFACE FALLS AWAY IL 25
B2 IL 26 1:40 MAX. ACROSS
IL 25 IL
NEW KERB B2.
NEW
27 B IL FROM BUILDING LINE EQUITABLE
IL
. 75 ER
PARKING BAY IN
transformer
00
SW
TOWARDS FIELD PITS.
27
40 W K EACH DIRECTION.
27 . 75
27
0
.3 .3 30
TYPICAL
40 40 00 00 See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalFull text of the other 4 sections
Section 2
00
.4
KER
.3
27
E 27 . .3 .3 3
55
N 27 .4 .3 7.
95
27 27 27 27 2 28 . 00
27
B B2
SW
27
00
.4
.4 27.5
0 NEW KERB B2. .4
90
95 NEW KERB B2.
90
27
.
27
2 7.
.9
SW
00
28
RAMP DOWN RAMP DOWN
00
DOWN
.2
28 NEW KERB B2. L . r 1:14 MAX. 1:14 MAX.
G L
. 25 NG E28 00 ING EL NG EL te IN VE
50
SW
TI V wa ain
28
28
IS LE T V TI V ST LE
IS LE IS LE I
.1
RAMP DOWN RAMP DOWN
. DOWN
EX ER
50 X X m
R X
40
E E R E ER
1:14 MAX. 1:14 MAX.
H OVT E H VTE
T T T T
CHT SOV T
28
T T
SW
T
CHT SOV T
T T T T T T T
T T
TC
T T T
TC SSO
T T T T T T T T T T T T T T T T T T T T T T T
T T T T T T T
T T
AT SS
.6
T A
A A
M ROS M ROS
0
M RO M RO 0
0
C E . 00 E CE
SW
E E E C E E C E E E E E E E E E E E E E E E E E E E E E E E E E E
29
E E E E E E E E E E E E E E E E E E E E E E E E
SW SW
SW
t pit
EXISTING STREET PARKING SPACES pi
SW
SW
SW
SW
SW
H
M .77
SW L 28
SW
SW
NEW PEDESTRIAN STAIRS. NEW PEDESTRIAN RAMP.
H
M .98 REFER TO SHEETS S09 AND S10 REFER TO SHEETS S09 AND S10 S H
M .74
SW L 28 BOTTLEBRUSH AVENUE SW
SW L 28
SW
S
S
SW SW SW SW
SW SW SW
SW SW SW
SW SW SW SW
SW SW SW SW SW SW
SW SW SW SW SW SW
SW SW SW SW SW SW
SW SW SW SW
SW SW SW SW SW SW
H
M .82
SW SW SW SW SW SW
SW
SW L 28
SW
NOTE : S ke
r
THERE IS A POTENTIAL CLASH in
w
re
WITH SERVICES. RE-LOCATE (sc
CARPARK REMEDIATION PLAN EXISTING TELECOMMUNICATION M
1:200 UNREDUCED AT A3 LINES AS REQUIRED BY OTHERS. TB
1:100 UNREDUCED AT A1
KEY :
NOMINAL LINE
45mm
NEW CONCRETE CROSSING. REFER
PLAN ON S09 AND DETAIL ON S10. ROAD ASPHALT TYPE DG14 MINIMUM COMPACTED DEPTH 45mm ON
KERB
SW SW SW EXISTING STORMWATER HOT BITUMEN PRIME [email protected] l /m2.
** RADIUS = 20mm PRE-SEAL INSPECTION
125mm#
DESIGN DEPTH#
40 DEEP LIFT ASPHALT PAVEMENT TO T T T EXISTING TELSTRA EXISTING BASE COURSE: UNBOUND PAVEMENT TYPE 2.1. (CBR 60).
150 110 300 MIN. SETOUT POINT
FORM NEW RAMP TO CONCRETE MIN. COMPACTED THICKNESS: 125mm. MIN. COMPACTION: 100% RDD.
CROSSING. DEPTH TO SUIT. TO BE REPLACED ONLY AS REQUIRED
NEW ASPHALT E E E EXISTING ELECTRICITY
**
WORK WHERE REQUIRED.
MAKE GOOD TO EXISTING
ASPHALT PAVEMENT.
150
125mm#
X EXISTING SUB-BASE COURSE: UNBOUND PAVEMENT TYPE 2.4. (CBR 35)
XX EXISTING WATER MAIN MIN. COMPACTED THICKNESS: 125mm. MIN. COMPACTION: 100% RDD.
275
. DENOTES FINISHED SURFACE LEVEL W W W
XX TO BE REPLACED ONLY AS REQUIRED
EXISTING BASECOURSE
EXISTING MAJOR CONTOUR
DEPTH AS INSTRUCTED
MIN
100
EXISTING SUB-BASE KERB AND CHANNEL NOTES:
(PROVISIONAL)
NOTE:
1. REFER TO IPWEAQ STD DWG SEQ R-0080 FOR FULL DETAILS OF EXISTING MINOR CONTOUR ALL PAVEMENT WORK IS TO BE CARRIED OUT IN
KERB AND CHANNEL. ACCORDANCE WITH QUEENSLAND TRANSPORT
2. SUBSOIL DRAINS ARE TO BE INSTALLED UNDER ALL KERB AND TECHNICAL SPECIFICATION NOS. 11.04, 11.05 AND 11.09.
INVERTS IN ACCORDANCE WITH IPWEAQ STD DWG SEQ R-0140
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
SEMI-MOUNTABLE KERB TYPE B2 3. CAPPED CLEANING CONNECTIONS SHALL BE PROVIDED AT THE
HEAD OF DRAINS AND AT MAXIMUM 100m SPACES.
1:20 UNREDUCED AT A3
4. OUTLETS SHALL BE PROVIDED AT ALL PITS, HEADWALLS, ENDS
1:10 UNREDUCED AT A1
OF KERB AND CHANNEL/KERB OR OTHERWISE AT MAXIMUM
100m SPACES.
5. OUTLETS NOT AT DRAINAGE PITS OR HEADWALLS SHALL BE PAVEMENT DETAILS
PROVIDED WITH A CONCRETE HEADWALL AND APRON WITH
NOT TO SCALE
MARKER POST.
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 CARPARK CIVIL WORKS 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 PLAN AND DETAILS Drawing Number
used for this specific project.
21 Bursaria Street Peregian Beach
Section 3
Approved
H GRAY
RPEQ No
18877
RDP 23593-S08
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
8 of 10 A
Section 4
R16-400 H.D.G. DOWEL
IT IS RECOMMENDED THAT A HEEL PROOF BARS, 400 LONG, IN 1 N12 TRIMMER
GRATED DRAIN TO BE INSTALLED AT DOWELMASTER SLEEVES EACH SIDE OF JOINT
INTERFACE WITH EXISTING PODIUM. ON BAR CHAIRS.
SL82 MESH TOP
125
200
DPM
10mm FULL DEPTH
COMPRESSIBLE
200 200 MATERIAL WITH A 10 x
10 SEALANT
EXPANSION JOINT EJ1
CJ2
200 1:40 UNREDUCED AT A3
200 1:20 UNREDUCED AT A1
NEW ASPHALT
CJ2
RAMP TO 200
NEW ASPHALT SURFACE CONCRETE
CROSSING.
PROVIDE 1 N12 TRIMMER TIED UNDER
MESH OVER DOWELS. STOP
REINFORCEMENT WITH 50mm COVER.
CJ2 CJ2 SL82 MESH TOP
125
NEW ASPHALT SURFACE
NEW FIELD PIT
CONSTRUCTED OVER EXISTING SLAB
200
EXISTING Ø375 R.C. PIPE
BOLLARD
200 10mm FULL DEPTH
200 DPM COMPRESSIBLE
MATERIAL WITH A
CJ2
REMOVE LID FROM EXISTING R16-400 H.D.G. DOWEL BARS, 350 LONG.
FIELD PIT AND SEAL WITH A 10 x 10 SEALANT
DRILL AND EPOXY GROUT 150 INTO
COVER PRIOR TO POURING 200 200 EXISTING SLAB. PROVIDE
NEW ASPHALT RAMP TO
CJ2
NEW SLAB. ENSURE EXISTING DOWELMASTER SLEEVES ONE END.
PIPE IS PROTECTED DURING CONCRETE CROSSING.
WORKS.
EXPANSION JOINT EJ2
1:40 UNREDUCED AT A3
1:20 UNREDUCED AT A1
SF1
ET1
EJ1 ET1 ET1 ET1 25 DEEP SAW CUT STOP TOP MESH EACH
JOINT TO BE SIDE OF JOINT.
200 200 CREATED WITHIN 8
SF1 HOURS OF POUR.
EJ1
EJ1
EJ1
EJ1
CJ1
CJ1
W 125 125 125 125 200 SEAL JOINT WITH
EJ1 SL82 MESH TOP
S10 RETURN WALL TO SUIT COLOUR MATCHED
ET2 ET2 EJ1
ET1
APPROVED
ET3
SEALANT.
EJ1
CJ1
CJ1
EJ1
EJ1
X 200 125 125 125 125 125 200
125
S10
T T T T T T T DPM ADDITIONAL LOWER LAYER OF SL82
T T T T
T T T T T T T T T T T MESH, 800 WIDE. CUT EVERY ALTERNATE
ET3 WIRE AT JOINT LOCATION. MARK
ET3 EJ2 ET3 LOCATION ON FORMWORK. USE N12
SPACER BARS BETWEEN LAYERS.
E E E E E E Z E E E E E E Y E E E E E E E E
E E OPTION TO DIP/BEND MESH DOWN AT JOINT LOCATIONS (FOR
S10 S10
COVER TO JOINT BASE), & CUT ALTERNATE WIRE, RATHER
THAN HAVE LOWER MESH LAYER - CONFIRM WITH ENGINEER
CONTROL JOINT CJ1
1:40 UNREDUCED AT A3
NOTE: MAKE GOOD EXISTING CONCRETE FOOTPATH 1:20 UNREDUCED AT A1
OR REINSTATE NEW FOOTPATH CONSTRUCTED PER:
125mm THICK 32MPa CONCRETE SLAB ON GROUND
REINFORCED WITH SL82 MESH TOP - 50mm COVER.
TYPICAL U.N.O. CONSTRUCTED OVER A DPM, ON SAND 25 DEEP SAW CUT JOINT STOP TOP MESH EACH
BEDDING ALL OVER A COMPACTED GRANULAR BASE FOOTING REINFORCEMENT
TO BE CREATED WITHIN 8 SIDE OF JOINT.
EXTERNAL WORKS PLAN AS PER GENERAL NOTES. AS DETAILED
HOURS OF POUR. SEAL
600 MAX.
1:100 UNREDUCED AT A3 JOINT WITH COLOUR
1:50 UNREDUCED AT A1
STEP
300
MATCHED APPROVED SL82 MESH TOP
SEALANT.
DENOTES 125mm THICK 32MPa CONCRETE SLAB ON
200
200 DENOTES 200mm THICK 32MPa CONCRETE SLAB ON 125
300
GROUND REINFORCED WITH SL82 MESH TOP AND GROUND REINFORCED WITH SL82 MESH TOP - 50mm COGGED BARS TO BE
1
BOTTOM - 50mm COVER. TYPICAL U.N.O. CONSTRUCTED COVER. TYPICAL U.N.O. CONSTRUCTED OVER A DPM, 2 N12 MIN. TOP AND 1
OVER A DPM, ON SAND BEDDING ALL OVER A ON SAND BEDDING ALL OVER A COMPACTED BOTTOM OR SAME
GRANULAR BASE AS PER GENERAL NOTES. AS FOOTING
COMPACTED GRANULAR BASE AS PER GENERAL NOTES. 300 MIN. COGGED BARS 3 N12 MIN.
REINFORCEMENT
(600 LAP) OR SAME AS FOOTING DPM SL82 MESH BOTTOM
OR EQUAL TO REINFORCEMENT (600 LAP)
STEP HEIGHT
DENOTES 2 N12 TRIMMER BARS, 2000 LONG, TIED
UNDER TOP STEEL, LOCATED AT RE-ENTRANT CONTROL JOINT CJ2
1:40 UNREDUCED AT A3
CORNERS, TYPICAL. 1:20 UNREDUCED AT A1
TYPE FOOTING INTERSECTION TYPE FOOTING STEP
NOT TO SCALE NOT TO SCALE
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 EXTERNAL WORKS 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 PLAN AND DETAILS Drawing Number
used for this specific project.
21 Bursaria Street Peregian Beach
Approved
H GRAY
RPEQ No
18877
RDP 23593-S09
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
9 of 10 A
Section 5
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