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Plans and drawings
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Log in to see the plans as drawn NOMINAL KERB LINE
(SETOUT REFERENCE)
FALL [email protected]% 110 40
PROPRIETARY CLASS 'D' LOCKABLE
RECESS TO SUIT FRAME (TYP) TRENCH GRATE & FRAME PROVIDE 3.0m LENGTH OF Ø100 R20
150
VARIES (150 MIN) SUBSOIL WRAPPED IN GEOFABRIC
300 LAP SOCK AT UPSTREAM END OF PIT
(TYP) REINFORCED CONCRETE
150
PAVEMENT AS SPECIFIED 150x150 BEND
R10-450 'L' BARS 3N12
BIORETENTION AS SPECIFIED 2-N12 REINFORCED
SPECIFIED
600 OR AS
A FLOW CONCRETE PAVEMENT
- AS SPECIFIED
MIN
150
1 1 SUBBASE AS
4 4 SPECIFIED
R10-450 'U' BARS
950 (MIN)
SETOUT POINT
150
5-N12 450 LAP
SPLICE WHERE REQ'D 200 200 200
SURFACE INLET/JUNCTION PIT N12-300 LINKS
SCALE 1:20
GRATED DRAIN N12-300 SIDE FACE BARS
SCALE 1:10
uPVC BOLTED TRAP SCREW
IN CONCRETE SURROUND
LANDSCAPE FSL 3N12
PROPRIETARY GRATE & FRAME OR
MANHOLE COVER AS SPECIFIED.
DETAIL 'A' IN LANDSCAPE AREAS REFER STRUCTURE SCHEDULE
PAVEMENT AS SPECIFIED CONCRETE TO EXTEND TO
DETAIL 'B' IN CONCRETE PAVEMENT 300
300
70 BOTTOM OF BIORETENTION
DETAILS 'C' IN ASPHALT PAVEMENT
MIN
INTEGRAL KERB ON CONCRETE EDGE THICKENING (EK)
150
SCALE 1:10
MORTAR PAVEMENT AS
BED (TYP) SPECIFIED
DEPTH AS SPECIFIED
45° BEND
T T
SL72 CENTRALLY T
SLAB EDGE
LOCATED
0
20
JOINT
CONDUIT RISER
SCALE 1:10 T
T T
400 LAP
(TYP)
FLOW
uPVC BOLTED TRAP SCREW
JOINT
JOINT
IN CONCRETE SURROUND
LANDSCAPE FSL 2-N12 CORNER BAR x 1200 LONG
TIED UNDER REINFORCEMENT AT
100
ALL RE-ENTRANT CORNERS
PAVEMENT AS SPECIFIED T T
SLAB EDGE
150 900 150 T T T
150
150
OR AS SPECIFIED JOINT JOINT
T T T
SECTION A T T
700 NOM
ISOLATION JOINT (EQUAL TO DEPTH
Ø100 SUBSOIL PIPE WITH SCALE 1:20 - OF CONCRETE) AND APPROVED
GEOTECHNICAL SOCK SURROUNDED BY SEALANT AROUND COLUMN
JOINT
JOINT
SINGLE GRADE CLEAN AGGREGATE TYPICAL
(14mm NOM) AND GEOTEXTILE FABRIC
FLOW
SLAB ON GROUND TRIMMER DETAILS
N.T.S.
PAVEMENT AS SPECIFIED
INTERMEDIATE RISER
SCALE 1:10
uPVC BOLTED TRAP SCREW APPROVED SELECTED FILL
MIN
100
IN CONCRETE SURROUND COMPACTED TO 100% S.M.D.D
LANDSCAPE FSL
100
COMPACTED BEDDING
PAVEMENT AS SPECIFIED
MATERIAL (APPROVED
150
SAND OR SINGLE GRADE
5mm OR 10mm CLEAN
AGGREGATE SCREENINGS)
700 NOM
Ø100 SUBSOIL PIPE WITH 75 MIN COMPACTED BEDDING
GEOTECHNICAL SOCK SURROUNDED BY VARIES TO SUIT MATERIAL (APPROVED SAND
SINGLE GRADE CLEAN AGGREGATE PIPE DIAMETER OR SINGLE GRADE CLEAN
(14mm NOM) AND GEOTEXTILE FABRIC AGGREGATE)
UNDER PAVEMENT PIPE BEDDING
SCALE 1:20
HIGH END RISER
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: SCALE 1:50 @ 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 CIVIL DETAILS SHEET 2 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 - 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 C6.02 A
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