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Approved Plans OPW20-0108
Original PDF page 12, section 1. The text section number identifies this passage in the reader.
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T T
T
SLAB EDGE
FALL [email protected]% JOINT
PROPRIETARY CLASS 'D' LOCKABLE
RECESS TO SUIT FRAME (TYP) TRENCH GRATE & FRAME PROVIDE 3.0m LENGTH OF Ø100
150
VARIES (150 MIN) SUBSOIL WRAPPED IN GEOFABRIC
300 LAP SOCK AT UPSTREAM END OF PIT T
REINFORCED CONCRETE T T
(TYP)
PAVEMENT AS SPECIFIED
JOINT
JOINT
2-N12 CORNER BAR x 1200 LONG
SPECIFIED
600 OR AS
TIED UNDER REINFORCEMENT AT
A FLOW ALL RE-ENTRANT CORNERS
-
T T
MIN
150
SLAB EDGE
T T T
1 1 JOINT JOINT
4 4
T T T
T T
R10-450 'U' BARS ISOLATION JOINT (EQUAL TO DEPTH
SETOUT POINT OF CONCRETE) AND APPROVED
150
5-N12 450 LAP SEALANT AROUND COLUMN
JOINT
200 200 200
JOINT
SPLICE WHERE REQ'D
SURFACE INLET/JUNCTION PIT TYPICAL
SCALE 1:20
GRATED DRAIN
SCALE 1:10 SLAB ON GROUND TRIMMER DETAILS
N.T.S.
uPVC BOLTED TRAP SCREW
IN CONCRETE SURROUND
LANDSCAPE FSL
PROPRIETARY GRATE & FRAME OR
MANHOLE COVER AS SPECIFIED.
DETAIL 'A' IN LANDSCAPE AREAS REFER STRUCTURE SCHEDULE
PAVEMENT AS SPECIFIED
DETAIL 'B' IN CONCRETE PAVEMENT
300
DETAILS 'C' IN ASPHALT PAVEMENT 70
MIN
150
MORTAR PAVEMENT AS
BED (TYP) SPECIFIED
DEPTH AS SPECIFIED
45° BEND
SL72 CENTRALLY
LOCATED
0
20
CONDUIT RISER
SCALE 1:10
400 LAP
(TYP)
FLOW
uPVC BOLTED TRAP SCREW
IN CONCRETE SURROUND
LANDSCAPE FSL
100
PAVEMENT AS SPECIFIED
150 900 150
150
150
OR AS SPECIFIED
SECTION A
700 NOM
Ø100 SUBSOIL PIPE WITH SCALE 1:20 -
GEOTECHNICAL SOCK SURROUNDED BY
SINGLE GRADE CLEAN AGGREGATE
(14mm NOM) AND GEOTEXTILE FABRIC
FLOW
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:
NOOSA COUNCIL
NAME: SHANE SUFFOLK
APPROVED PLAN 0
SCALE 1:20 @ A1
1 2 3 m
RPEQ No: 9330
OPW20/0108 13 OCT 2020 SCALE 1:50 @ A1
SIGNED:
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
B DETAILS 23/09/20 BVZ SS South Brisbane QLD 4101
AMENDED
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 B
Document Set ID: 21249393
Version: 1, Version Date: 29/09/2020 Print Date: 13 October 2020, 1:39 PM
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