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PROPOSED HEAVY DUTY REINFORCED CONCRETE PAVEMENT
REFER CIVIL DETAILS SHEET C6.01 FOR DETAILS
PROPOSED LIGHT DUTY REINFORCED CONCRETE PAVEMENT
REFER CIVIL DETAILS SHEET C6.01 FOR DETAILS
PROPOSED BLACK LIGHT DUTY REINFORCED CONCRETE PAVEMENT
REFER CIVIL DETAILS SHEET C6.01 FOR DETAILS
PROPOSED TANKS - REFER NOTES BELOW
PROPOSED CONCRETE FOOTPATH - REFER CIVIL DETAILS SHEET C6.01
FOR DETAILS
PROPOSED LANDSCAPING - REFER TO LANDSCAPE ARCHITECTS
DRAWINGS FOR SURFACE TREATMENT
PROPOSED BIORETENTION AREA - REFER DETAIL SHEET AND TO
B B
LANDSCAPE ARCHITECTS DRAWINGS FOR SURFACE TREATMENT
IK PROPOSED CROSSOVER - REFER TO NOOSA COUNCIL STD DWG RS-051
B
CJ
B
IJ
IJ
IK
PROPOSED INTEGRAL KERB - REFER CIVIL DETAILS SHEET C6.01 FOR
IJ
B IK
DETAILS
B PROPOSED INTEGRAL KERB BREAK OUT - REFER CIVIL DETAILS SHEET
IK B
CJ B C6.01 FOR DETAILS
CJ CJ
IJ
B N13 PROPOSED ISOLATION JOINT - REFER CIVIL DETAILS SHEET C6.01 FOR
IJ
IK
DETAILS
CJ
CJ B
IJ
CJ PROPOSED CONTRACTION JOINT - REFER CIVIL DETAILS SHEET C6.01 FOR
CJ
DETAILS
B B B B B B B B B B B B B B B B B B B B B B PROPOSED LONGITUDINAL CONTRACTION JOINT - REFER CIVIL DETAILS
LJ
SHEET C6.01 FOR DETAILS
IJ IJ IJ IJ IJ IJ IJ IJ IJ
ET PROPOSED EDGE THICKENING - REFER CIVIL DETAILS SHEET C6.01 FOR
DETAILS
IK
IJ
IJ
IJ
CJ
CJ
CJ
CJ
IJ
IJ
IJ
PROPOSED ADDITIONAL LAYER OF SL82 MESH (BTM) ON ENTIRE PANEL.
IK
4-N12 TRIMMER BARS FIXED TO TOP LAYER OF MESH
B PROPOSED CAR BOLLARD - REFER TO ARCHITECTURAL DRAWINGS FOR
DETAILS
IJ IJ IJ IJ IJ IJ IJ IJ IJ
PROPOSED 2-N12 TRIMMER BARS 1500 LONG FIXED TO UNDERSIDE OF
IJ
CJ
CJ
CJ
CJ
IJ MESH
IK
PROPOSED GRATED DRAIN - REFER CIVIL DETAILS SHEET C6.01 FOR
IK
IJ
N10 DETAILS
N11
IJ
N12 N1 REFER NOTE 1 FOR DETAILS
IJ IJ IJ IJ IJ IJ IJ IJ
IK
CJ
CJ
CJ
CJ
IJ
IJ
IJ
IK
NOTES
CJ
IJ
1. WHERE CONTRACTION JOINTS ARE SKEW TO THE MAIN JOINTING LAYOUT, ENSURE THAT
THE DOWELS ARE ALIGNED PARALLEL TO THE MAIN JOINTING LAYOUT. REFER DETAIL
IK SHEET.
IJ IJ IJ CJ CJ CJ CJ CJ CJ IJ 2. ALL CHAMFERS TO BE MIN 500mm LONG OR AS SHOWN ON THE DRAWING.
IJ
IJ
IK 3. SAWCUTTING TO BE PERFORMED AS SOON AS CONCRETE HAS HARDENED SUFFICIENTLY,
CJ
IK IK IK IK IK IK
TO PREVENT EXCESSIVE CHIPPING, SPALLING OR TEARING REGARDLESS OF TIME OR
IK
WEATHER CONDITIONS.
4. ANY FORM OF SLAB CRACKING OR RAIN DAMAGE SLABS OR KERBS WILL NOT BE
IJ IJ IJ ACCEPTED AND SHALL BE REMOVED AND REPLACED. REFER SPECIFICATION FOR DETAILS
OF SLAB CURING, SAW CUTTING AND JOINT FINISHING.
5. DO NOT STORE MATERIALS ON NEW PAVEMENTS THAT MAY CAUSE STAINING. DO NOT
TRAFFIC PAVEMENTS. IT IS THE CONTRACTORS RESPONSIBILITY TO ENSURE THAT ALL
PAVEMENTS ARE IN AS NEW CONDITION AT TIME OF HAND OVER.
6. LOCALLY LOWER CONCRETE WITHIN THE KERBS TO PREVENT PONDING OF STORMWATER.
7. ALL 'SOFCUT' SAWCUTS TO BE CUT TO SPECIFIED DEPTH TO FULL WIDTH OF ALL SLABS.
8. THE JOINT LAYOUT SHOWN IS BASED ON AN ASSUMED POUR SEQUENCE. THE BUILDER IS
N12 N13 N12 TO CONFIRM THE POURING SEQUENCE PROPOSED PRIOR TO THE COMMENCEMENT OF
N13 WORKS WITH THE ENGINEER. ANY ALTERATION TO THE POUR SEQUENCE IS TO BE
CONFIRMED BY THE ENGINEER AND JOINT DETAILS MODIFIED WHERE REQUIRED.
9. ASPHALT SAWCUT REFER DETAIL SHEET C6.01.
10. PROPOSED ENVIROTANK REFER ENVIROTANK DWG 1119/90/P01
11. PROPOSED FUEL TANKS - REFER ARCHITECTS PLANS FOR DWGS
12. PROPOSED 2m WIDE FOOTPATH - REFER TO NOOSA COUNCIL STD DWG RS-065 FOR
DETAILS
13. PROPOSED CROSSOVER - REFER TO NOOSA COUNCIL STD DWG RS-051
EXISTING SERVICES LEGEND
DEVELOPMENT BOUNDARY
61.00 EXISTING CONTOUR (0.25m INTERVAL)
EXISTING STORMWATER
EXISTING SEWER
EXISTING WATER
EXISTING ELECTRICAL - OVERHEAD
EXISTING TELECOMMUNICATIONS
EXISTING FENCE
X EXISTING SERVICE TO BE MADE REDUNDANT AND REMOVED
ENGINEER'S CERTIFICATION
This drawing has been assigned an electronic code that
signifies the drawing has been checked and approved by:
NAME: SHANE SUFFOLK
RPEQ No: 9330
SIGNED:
0 4 8 12 m
SCALE 1:200 @ A1
C COPYRIGHT of this design and plan is the property of ACOR Consultants (Qld) Pty Ltd, ACN 126 011 087 ABN 18 126 011 087, all rights reserved. It must not be used, modified, reproduced or
FOR APPROVAL
copied wholly or in part without written permission from ACOR Consultants (Qld) Pty Ltd. ACOR Consultants is a trademark licensed to ACOR Consultants (Qld) Pty Ltd by ACOR Consultants Pty Ltd.
Client ARCHITECT Project Drawing Title
ACOR Consultants (Qld) Pty Ltd PAVEMENT PLAN
North WESSEL PETROLEUM LEVEL 4, 43 PEEL STR
PROPOSED BP SERVICE CENTRE
South Brisbane QLD 4101
A FOR INFORMATION 30/06/20 BVZ SS T +61 7 3844 5900 NOOSAVILLE Drawn Date Scale A1 Q.A. Check Date
P1 FOR INFORMATION 27/03/20 BVZ SS BVZ MAR 2020 1:200 SS -
Issue Description Date Drawn Approved MARY STR & WEYBA ROAD Designed Project No. Dwg. No. Issue
PHONE : PHONE : ENGINEERS MANAGERS INFRASTRUCTURE PLANNERS DEVELOPMENT CONSULTANTS NOOSAVILLE, QLD 4566 BVZ BR190571 C5.01 A
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