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FURTHER ADVICE - Attachment 2 - TOD Consulting Engineering Plans
Plans and drawings: the text below has words only, no drawings.
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
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
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