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Approved Plans OPW25-0057
Plans and drawings: the text below has words only, no drawings.
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IT IS THE RESPONSIBILITY OF THE
NOM. 175mm THICK CONCRETE NOM. 125mm THICK CONCRETE CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
1 LAYER SL82 MESH 1 LAYER SL72 MESH
SAWCUT LINE
ALL EXISTING SERVICES PRIOR TO THE
50mm TOP & SIDE COVER 50mm TOP & SIDE COVER
COMMENCEMENT OF EXCAVATION
32MPa 32MPa
300 300
175mm
125mm
SURFACING
BASE MATERIAL
SUB-BASE MATERIAL
50mm
50mm
EXISTING
50mm COMPACTED SAND BEDDING 50mm COMPACTED SAND BEDDING PAVEMENT
LOWER SUB-BASE (IF REQUIRED)
SAWN JOINTS MAX. 3m CTS. SAWN JOINTS NOM. 2m CTS.
CONSTRUCTION JOINTS MAX. 12m CTRS. DAMP PROOF CONSTRUCTION JOINTS MAX. 12m CTRS. DAMP PROOF
MEMBRANE DOWELED EXPANSION JOINTS MAY USE MEMBRANE
DRIVEWAY CONCRETE DETAIL PRIORITY SYSTEM FOR JOINTS CUTBACK DETAIL
NTS
NTS
FOOTPATH CONCRETE DETAIL REFER TO IPWEA DRG RSD-803 FOR NOTES
NTS
0.25D x 6mm WIDE GROOVE RULED AT REFER TO RS-065 FOR DOWELLED
NOM. KERB LINE
TIME OF POURING SLAB OR SAWN EXPANSION JOINT DETAIL (DEJ)
WITHIN 24 HOURS (SEALANT IN SAW
CUT JOINT AS PER RS-065)
NOM. KERB LINE
150 300 65 160
110 50 275 275
20 CHAMFER
CUT EVERY SECOND BAR
DIRECTLY BELOW CONTROL SETOUT POINT
R20 R20
100
SETOUT POINT
110
JOINT
40
R20
50
275
275
265
R20
165
150
125
125
D
150 150 150
min min min
TYPE B1 (300) TYPE SM3 TYPE M1
IN ACCORDANCE WITH IN ACCORDANCE WITH IN ACCORDANCE WITH
IN ACCORDANCE WITH NSC STD DRG RS-080 NSC STD DRG RS-080 NSC STD DRG RS-080
NSC STD DRG RS-065 DAMP PROOF
MEMBRANE BARRIER KERB & CHANNEL MOUNTABLE KERB & CHANNEL
CONTROL (SAWN) JOINT (S.J.) SEMI-MOUNTABLE KERB
NTS NOT TO SCALE NOT TO SCALE
NTS
100
20 BACKING AND min
150 A
APPROVED 150
110 = =
SEALANT min
ROAD SETOUT POINT
B
D/4 FALL FALL
10 PAVEMENT
min
150
75
COMPRESSIBLE FILLER
300
C
180
EXISTING R20 GALV. DOWEL BARS
FILTER MATERIAL
150
CONCRETE NEW POUR 400 LONG AT 300 CTS. 150
350 min
50mm
GREASE & CAP ONE
min
END
75
D/2 Ø100 SLOTTED
600/900 WIDE
D CORRUGATED PVC TYPE B2
PIPE IN ACCORDANCE WITH IN ACCORDANCE WITH
REINF. AS 300mm MAX NSC STD DRG RS-080 NSC STD DRG RS-080
SPECIFIED
(NO REO BARRIER KERB CONCRETE INVERT DRAIN
IN ACCORDANCE WITH
ACROSS JOINT) SUBSOIL DRAINAGE DETAIL NOT TO SCALE NOT TO SCALE
DAMP PROOF IN ACCORDANCE WITH
NSC STD DRG RS-065
MEMBRANE NSC STD DRG RS-080 DIMENSION
DOWELLED JOINT (D.J.) NOTE: ALL SUBSOIL OUTLETS & CLEANOUTS A B C
NTS TO BE IN ACCORDANCE WITH SD116
600mm 25mm 200mm MIN.
900mm 40mm 220mm MIN.
LOCATION OF SETOUT POINT IN STANDARD ROADWAY TYPE
LONG SECTIONS LIP IN LINE GULLY PIT
SETOUT POINT (CENTRE -
OF PIT) AS NOTED ON STW
LONGITUDINAL SECTIONS 300 / 450 BACK OF K&C APPROVED PLAN
600 / 900
OPW25/0057
300 / 450
567
NOOSA COUNCIL
LIP OF K&C LIP LEVEL AS NOTED ON
20 AUG 2025
STANDARD ROADWAY TYPE LIP IN LINE
STORMWATER LONG SECTIONS GULLY PIT - REFER STD. DWG. No. DSD-403
600 / 900
FIELD INLET SETOUT PLAN
PLAN - SETOUT DETAIL FOR ROAD SW GULLY PIT Check all dimensions before commencement of work.
NOT TO SCALE
NOT TO SCALE Check Site boundary dimensions from the Title plans
DETAIL TO BE READ IN CONJUNCTION WITH STORMWATER Check Building Boundary clearances by set out.
LONGITUDINAL SECTIONS DEPTH TO INVERT VALUES ARE Notwithstanding the information supplied on this drawing,
CALCULATED FROM LIP LEVEL TO INVERT LEVEL OF OUTLET PIPE the location, depth and extent of underground or overhead
services are to be confirmed and protected on site by the
contractor prior to commencement of works.
Approved
Checked - CT Drawing title - Project - PROPOSED 1 INTO 3 Site - Project No. 233467 Sheet No. C260
Design - SK Drawn - SK D 24/03/2025 UPDATED PROJECT NAME SK TYPICAL ROAD DETAILS DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digital Ref : C260 TYPICAL ROAD DETAILS Issue : D
C 14/03/2025 UPDATED LOT LAYOUT SK
Scales - AS SHOWN B 20/09/2024 ISSUE FOR APPROVAL SK COVEY ASSOCIATES PTY LTD 124 DUPORTH AVENUE Client -
NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
A 10/01/24 ISSUE FOR CLIENT REVIEW SK
ABN 59 137 305 992 PO BOX 16 without written approval, nor shall it be used except
Document Stage - APPROVAL (07) 5443 7777 MAROOCHYDORE QLD 4558 for the Development and the Site Specified.
Issue Date Description By [email protected]
c:\12dS\data\12DSERVER\233467_2957\DWG Covey\OPW\Uncontrolled\C260 TYPICAL ROAD DETAILS.dwg Plot 4 July 2025 - 5:07 PM
Document Set ID: 23931062
Version: 1, Version Date: 15/07/2025
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