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Civil Drawings
From the archive Change Application.zip (folder Attachments), inside Change Application - OPW16/0203.01 - DA Form 5 - Cover Letter - Civil Drawings - Arborit Report - DTMR Correspondence - 19 Trading Post Road Cooroy - Palm Lake Stage 2. File date in the archive: 2021-09-01 15:50.
CONCRETE NOTES
ROADWORKS & DRAINAGE NOTES C1 ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH AS.3600 S.A.A. "DANLEY" 6mm DIAMONDS DOWELS SEALANT AS PER DETAIL
CONCRETE STRUCTURES. AT 450 CRS. ALTERNATIVELY USE
1. ALL DIMENSIONS ARE IN METRES UNLESS OTHERWISE SHOWN. R16 GALVANISED DOWELS WITH
EQ.
2. CONTRACTOR TO LIAISE WITH ALL THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN C2 NO HOLES, CHASES OR EMBEDMENT OF PIPES OTHER THAN THOSE SHOWN ON THE DOWEL SLEEVES AT 300 CRS
SERVICES PRESENT ON-SITE. ANY ALTERATION WORKS TO SERVICES WILL BE CARRIED OUT BY STRUCTURAL DRAWINGS SHALL BE MADE IN CONCRETE MEMBERS WITHOUT PRIOR
THAT SERVICE AUTHORITY ONLY. APPROVAL OF THE ENGINEER.
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT PRIOR TO COMMENCEMENT OF
DEMOLISHING ANY EXISTING STRUCTURES WITHIN THE SITE AREAS. C3 THE FACE OF ALL CONCRETE AGAINST WHICH NEW CONCRETE IS TO BE CAST IS TO BE
EQ.
4. NOT WITHSTANDING THE LIMITS OF CUTTING AND FILLING SHOWN ON THE CROSS SECTIONS, THE THOROUGHLY MECHANICALLY SCABBLED, FULLY EXPOSING THE AGGREGATE MATRIX,
ACTUAL LIMITS SHALL BE DETERMINED ON-SITE BY THE SUPERINTENDENT DURING UNLESS OTHERWISE NOTED.
CONSTRUCTION AND SIMILARLY THE FINISHED SURFACE CONTOURS MAY BE ADJUSTED BY DOWELLED JOINT (DJ) OPTION
WRITTEN DIRECTION OF THE SUPERINTENDENT DURING CONSTRUCTION AFTER AMENDED C4 CONSTRUCTION JOINTS SHALL BE PROPERLY FORMED AND USED ONLY WHERE SHOWN OR
N.T.S.
DRAWINGS HAVE BEEN APPROVED BY DTMR. SPECIFICALLY APPROVED BY THE ENGINEER. THE INTERFACE OF THE HARDENED
5. ALL FILL IS TO BE COMPACTED TO THE REQUIREMENTS OF AS3798-2007 AND IN ACCORDANCE WITH CONCRETE SHALL BE THOROUGHLY SCABBLED TO REMOVE LAITANCE AT ALL
CURRENT DTMR STANDARDS. CONSTRUCTION JOINTS.
6. VERGE AND BATTERS TO HAVE A MINIMUM OF 75mm TOPSOIL AND FULL WIDTH TURF IF ORDERED.
7. MATCH TO EXISTING AC PAVEMENT EXTENSION OR WIDENING TO BE IN ACCORDANCE WITH DTMR C5 FORMWORK SHALL BE DESIGNED AND CONSTRUCTED BY THE BUILDER IN ACCORDANCE 3mm WIDE x D/4 DEEP SAWCUT
STANDARDS. WITH AS.3610 S.A.A. FORMWORK CODE. JOINT. SEALANT AS PER DETAIL
8. SUBGRADE TEST RESULTS TO BE FORWARDED TO SUPERINTENDENT FOR DETERMINATION OF
'D'
BOX DEPTHS PRIOR TO EXCAVATION TESTS SHALL INCLUDE SOAKED CBR AND/OR OTHER TESTS C6 CONCRETE TESTING SHALL BE 'PROJECT ASSESSMENT' IN ACCORDANCE WITH SECTION
AS REQUESTED BY THE SUPERINTENDENT.THE CONTRACTOR SHALL ALLOW ADEQUATE TIME FOR 20.7 OF AS.3600.
DTMR APPROVAL OF PAVEMENT DESIGN..
9. CONCRETE FOOTPATHS TO BE INSTALLED BY THE CIVIL CONTRACTOR UNLESS OTHERWISE C7 CONCRETE SIZES AS DRAWN DO NOT INCLUDE APPLIED FINISHES AND MUST NOT BE
NOTED. REFER IPWEA STD DRG RS-065 FOR CONSTRUCTION DETAILS. REDUCED OR HOLED IN ANY WAY WITHOUT APPROVAL OF THE ENGINEER.
CUT 100 WIDE EVERY 2ND BAR IN MESH
10. CONSTRUCT NEW PAVEMENT IN AREAS WHERE PAVEMENT OVERLAY DEPTH EXCEEDS 100mm. JOINT. IF COVER <D/4 THEN ALLOW MESH TO
11. PAVEMENT CUTBACK TO BE CLEAR OF WHEEL TRACK WHERE REQUIRED. C8 SAW CUTTING OF JOINTS IN SLABS ON GROUND SHALL COMMENCE AS EARLY AS POSSIBLE
WITHOUT CAUSING UNACCEPTABLE RAVELLING OF JOINT EDGES. ( NORMALLY WITHIN 24 SAG LOCALLU UNDER SAWCUT.
12. PROVIDE GRASS STABILISATION TO BATTER SLOPES STEEPER THAN 1 IN 4.
13. ALL ROCK SCOUR PROTECTION TO BE 200mm THICK (75mm TO 100mm DIAMETER) U.N.O. HOURS OF CASTING SLAB ) SAW CUTTING SHALL BE COMPLETED WITHIN 36 HOURS OF
SLAB CASTING. SAWN JOINT (SJ) OPTION
N.T.S.
C9 CONCRETE SLUMP SHALL BE 80 mm UNLESS STATED OTHERWISE.
C10 THE APPROVED METHOD OF CURING SHALL BE IN PLACE FOR A MINIMUM PERIOD OF 7
2.00m WIDTH 2.00m 3.50m DAYS. SEALANT AS PER DETAIL REFER DJ FOR DOWEL DETAILS
PATH VARIES EXISTING TRAFFIC LANE
CYCLE C11 CONCRETE CHARACTERISTIC STRENGTH ( f'c ) SHALL BE AS FOLLOWS UNLESS STATED
FOOTPATH 100mm THICK REINFORCED OTHERWISE:
LANE ROAD FORMATION NOT
CONCRETE REINFORCED WITH F72 ELEMENT EXPOSURE COVER GRADE
MESH IN ACCORDANCE WITH DTMR PART OF THIS CONTRACT
CLASSIFICATION ( mm ) ( MPa )
SPECIFICATIONS (MRTS 70) SLAB ON GROUND B1 40 32
TERMINATE MESH EACH 12mm ABLEFLEX
C12 MAXIMUM CONCRETE AGGREGATE SIZE TO BE 20mm UNO. SIDE OF JOINT
REINFORCING STEEL
2.5% S1 ABBREVIATIONS FOR STEEL GRADE AND TYPE: -
.0 EXPANSION JOINT DETAIL (EJ)
1 in 4 "R" - STRUCTURAL GRADE 230 PLAIN ROUND BAR TO AS1302
N.T.S.
"Y" - GRADE 410 Y HOT ROLLED DEFORMED BAR TO AS1302
"N" - GRADE D500N TO AS/NZS4671
"F" - HARD DRAWN STEEL WIRE REINFORCING FABRIC TO AS1304
TYPICAL CROSS SECTION "W" - STEEL WIRE TO AS1303
CH 140 S2 REINFORCEMENT IS REPRESENTED DIAGRAMMATICALLY AND NOT NECESSARILY SHOWN
SCALE 1:50 IN TRUE PROJECTION.
S3 WELDING SHALL NOT BE PERMITTED WITHOUT APPROVAL OF THE ENGINEER.
S4 ENSURE THE CORRECT SPACING OF BARS IS MAINTAINED AND ALL REINFORCEMENT IS
SUPPORTED IN ITS CORRECT POSITION BY APPROVED BAR CHAIRS, SPACERS OR
SUPPORT BARS @ 1000 MAX CRS.
S5 ALL INTERSECTIONS OF BARS SHALL BE TIED WITH 1.25mm Ø MIN ANNEALED WIRE.
S6 LAPS TO FABRIC REINFORCEMENT SHALL BE AT LEAST 225mm OR 2 CROSS WIRES ON
EACH SHEET. LAPS TO TRENCH MESH SHALL BE 500mm MINIMUM AT SPLICES AND FULL
WIDTH AT INTERSECTIONS.
S7 IF BARS OF DIFFERENT DIAMETERS ARE LAPPED, THE LAP LENGTH SHALL BE CALCULATED
USING THE LESSER DIAMETER. JOINT
SEALANT SHALL BE ELASTOMERIC FUEL 30
0
RESISTANT POLYSULPHIDE NONPORITE 10 5-10
SEALANT SHALL BE ELASTOMERIC FUEL
THIOXOL SL OR APPROVED EQUIV. RESISTANT POLYSULPHIDE NONPORITE 12
90°
THIOXOL SL OR APPROVED EQUIV.
D/4
Ø16 POLYETHYLENE
Ø10 POLYETHYLENE TUBE 3
D/4
TUBE BACKING ROD
BACKING ROD TYP. JOINT TERMINATION AT
OBLIQUE SLAB EDGE
SJ SEALANT DETAIL EJ & DJ SEALANT DETAIL N.T.S.
N.T.S. N.T.S.
REF NO.
DRAWN CHECK STATUS SCALE CLIENT PROJECT DRAWING TITLE
REVISION DATE ISSUE DETAILS DRAWN DESIGN
A 19.08.20 FOR APPROVAL CG CG FOR APPROVAL 19 TRADING POST ROAD TYPICAL PATH CROSS
AW
B 17.02.21 PROPOSED PATH REALIGNED CG CG NOT FOR CONSTRUCTION COOROY
C
PALM LAKE WORKS PTY LTD
SECTION AND DETAILS
D DESIGN CHECK APPROVED PALM LAKE RESORT
E ANTHONY WRIGHT RPEQ: 22962
PROJECT No. DRAWING No. REVISION
F DISCLAIMER
G
AW
C calibregroup.com
ALL DIMENSIONS TO BE CHECKED ON SITE BY CONTRACTOR PRIOR TO
CONSTRUCTION. USE WRITTEN DIMENSIONS ONLY, DO NOT SCALE.
15-001261 806 B
H FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD
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