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BR190571 - Civil Set
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Original PDF page 13, section 1. The text section number identifies this passage in the reader.
75 (TYP) ISOLATION JOINT
200mm THICK CONCRETE (32MPa) WITH
VARIES SL82 MESH TOP & BOT COVER 45mm REINFORCED REINFORCED
CONCRETE CONCRETE PAVEMENT
PAVEMENT AS AS SPECIFIED
SPECIFIED
SUBBASE AS
SUBBASE AS SPECIFIED
SPECIFIED
NOMINAL KERB LINE
COMPACTED GRAVEL TO TANK
(SETOUT REFERENCE)
MANUFACTURES SPECIFICATIONS.
N12 400mm CONTINUOUS 110 40
400 300 620mm FOR KERBS <150mm
LAP AS REQUIRED PRECAST CONCRETE
R20 820mm FOR WALLS >150mm
WHEEL STOP
UNDERGROUND TANK EXTENT PAVEMENT CONCRETE PAVEMENT THICKENING REINFORCED CONCRETE DRILL Ø25 HOLE TO
ACCOMMODATE SPIKE
150
SCALE 1:10 FLEXIBLE ASPHALT PAVEMENT AS SPECIFIED
SCALE 1:10 150x150 BEND PAVEMENT AS SPECIFIED AFTER CASTING SLAB
NOTE: JOINTS TO BE PROVIDED AS SHOWN ON PAVEMENT PLAN. R10-450 'L' BARS
2-N12
NUTECH PAVE COAT CURE AND SEAL
CCS PETROL RESISTANT SEALER SAWCUT 3mm WIDE WITHIN 4-6 HRS
OF PLACEMENT WITH 'SOFCUT'
MIN
75 (TYP)
75
160mm THICK BLACK OXIDE CONCRETE REFER CONCRETE PAVEMENT NOTES
FOR SEALANT DETAILS
MIN
200
(32MPa) WITH SL82 MESH TOP COVER REFER DETAIL 'A'
45mm
310
150 SUBBASE AS SPECIFIED
REINFORCED MIN
XXXmm THICK TYPE 2.3 (CBR 45%) SUBBASE SUBBASE AS SPECIFIED Ø20 HOT DIPPED
CONCRETE PAVEMENT
COMPACTED TO 95% M.D.D. (MIN)
BULK EARTHWORKS LEVEL AS SPECIFIED INTEGRAL KERB (IK) GALVANIZED SPIKE
SUBGRADE (CBR 3%) COMPACTED TO 98% SUBBASE AS
SCALE 1:10 WHEEL STOP ON CONCRETE PAVEMENT
STANDARD DRY DENSITY. NOTE: PROVIDE EXPANSION JOINT THROUGH KERB PROFILE AT SCALE 1:10
SPECIFIED
INTERFACE WITH ALL CONCRETE PAVEMENT JOINT LOCATIONS.
FORM KERBS USING STEEL FACED FORMS. STEEL TROWEL TOP.
UNDER CANOPY PAVEMENT DANLEY DOWEL CRADLE (TYP) DANLEY DIAMOND DOWEL 6mm @
450 CTS. HOT DIPPED GALVANISED
SCALE 1:10 CUT SHIPMENT BARS PLACE CENTRALLY
AFTER PLACEMENT 4800 (MIN)
NOTE: JOINTS TO BE PROVIDED AS SHOWN ON PAVEMENT PLAN.
300
CONTRACTION JOINT (CJ) 2400 2400
(POUR OVER) SHARED ZONE PARKING BAY
200
SCALE 1:10
160mm THICK CONCRETE (32MPa) WITH END OF CARPARKING BAY - REFER
SL82 MESH TOP COVER 45mm SITEWORKS PLAN FOR DETAILS
310
150mm THICK TYPE 2.3 (CBR 45%)
1000
1000
SUBBASE COMPACTED TO 95% M.D.D. 67
BULK EARTHWORKS LEVEL (MIN) 0
10mm "ABELFLEX" WITH RIPOFF STRIP,
75 (TYP) NO INITIAL SAWCUT REQUIRED
SUBGRADE (CBR 3%) COMPACTED TO 98% FOR SEALANT DETAILS
STANDARD DRY DENSITY, IN ACCORDANCE REFER DETAIL 'B'
WITH TENDER BULK EARTHWORKS LEVELS 67
0
REINFORCED
HEAVY DUTY REINFORCED CONCRETE PAVEMENT CONCRETE PAVEMENT 200 200
SCALE 1:10 AS SPECIFIED
NOTE: JOINTS TO BE PROVIDED AS SHOWN ON PAVEMENT PLAN. BOLLARD - REFER
SUBBASE AS ARCHITECTURAL DWG
SPECIFIED FOR DETAILS
125mm THICK CONCRETE (25MPa) WITH
1500
1500
SL82 MESH TOP COVER 45mm DANLEY DIAMOND DOWEL 6mm @
175
450 CTS. HOT DIPPED GALVANISED
50mm BEDDING SAND PLACE CENTRALLY
ISOLATION JOINT (IJ1)
SUBGRADE (CBR 4%) COMPACTED TO 98%
ALSO TRANSVERSE STOP WORK JOINT
± 50
STANDARD DRY DENSITY
800
SCALE 1:10
FOOTPATH REINFORCED CONCRETE PAVEMENT
SCALE 1:10
LINE OF WALL, FOOTING, COLUMN OR
TYPICAL DISABLED BAY DETAIL 200 150
SUB BASE CUTBACK LINE
OTHER FORM OF BLOCKOUT STRUCTURE SCALE 1:50
EXISTING EDGE OF AC
75
NOTE: TYPICAL LINEMARKING ARROWS
BASE CUTBACK LINE
4-N16 x 600 LONG @ 1200 CTS
AC CUTBACK LINE
HOT DIPPED GALVANISED. 1. ALL LINEMARKING TO COMPLY WITH AS/NZS 2890.6 PARKING FACILITIES SCALE 1:20
TO ALL DOORWAYS ONLY PART 6: OFF-STREET PARKING FOR PEOPLE WITH DISABILITIES.
REINFORCED CONCRETE
2. EACH DEDICATED SPACE SHALL BE IDENTIFIED BY MEANS OF WHITE
PAVEMENT AS SPECIFIED
SYMBOL OF ACCESS IN ACCORDANCE WITH AS 128.1 BETWEEN 800 TO
10mm "ABELFLEX"
100mm HIGH PLACED ON A BLUE RECTANGLE WITH NO SIDE MORE THAN
BEDDING LAYER WITH RIPOFF STRIP
1200mm, PLACED AS A PAVEMENT PARKING IN THE CENTRE OF THE
AS SPECIFIED FABRIC AS SPECIFIED SPACE BETWEEN 500 AND 600mm FROM ITS ENTRY POINT AS DETAILED
ABOVE.
EXPANSION JOINT ABUTTING STRUCTURE (EJ) 3. PAVEMENT MARKING SPECIFIED IN ITEMS 3.1 AND 3.2 SHALL BE YELLOW
AND SHALL HAVE A SLIP RESISTANT SURFACE. RAISED PAVEMENT
SAWCUT EXISTING ASPHALT 450
SCALE 1:10 MARKERS SHALL NOT BE USED FOR SPACE DELINEATION.
SURFACE TO MAKE NEAT JOINT 150 150 150 3.1. DEDICATED PARKING SPACES SHALL BE OUTLINED WITH
UNBROKEN LINES 80 TO 100mm WIDE ON ALL SIDES EXCEPTING
ASPHALTIC CONCRETE ANY SIDE DELINEATED BY A KERB, BARRIER OR WALL.
3.2. SHARED SPACES SHALL BE OUTLINED WITH UNBROKEN LINES 80
BASE COURSE MATERIAL TO 100mm WIDE ON ALL SIDES EXCEPTING ANY SIDE DELINEATED
EXISTING GRANULAR BY A KERB BARRIER OR WALL AND MARKED WITH DIAGONAL
PAVEMENT STRIPES 150 TO 200mm WIDE WITH SPACES 200 TO 300mm
BETWEEN STRIPES. THE ANGLE OF THE STRIPES SHALL BE AT AN
SUB BASE COURSE MATERIAL ANGLE OF 45 ± 10 DEGREES TO THE SIDE OF THE SPACE.
GRANULAR PAVEMENT JOINT DETAIL
SCALE 1:10
0 200 400 600mm
SCALE 1:10 @ A1
ENGINEER'S CERTIFICATION 0 400 800 1200 mm
This drawing has been assigned an electronic code that
signifies the drawing has been checked and approved by:
NAME: SHANE SUFFOLK SCALE 1:20 @ A1
0 1 2 3 m
RPEQ No: 9330
SIGNED:
NOTE: SCALE 1:50 @ A1
1. PAVEMENT DESIGN BASED ON PRELIMINARY
GEOTECH REPORT. FINAL DESIGN TO BE CONFIRMED
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
UPON FURTHER INVESTIGATIONS. 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 CIVIL DETAILS SHEET 1 OF 2
North WESSEL PETROLEUM LEVEL 4, 43 PEEL STR
PROPOSED BP SERVICE CENTRE
South Brisbane QLD 4101
A FOR APPROVAL 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 AS INDICATED 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 C6.01 A
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