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SUPERSEDED Compiled Plans OPW20/0145.02
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NOOSA COUNCIL
APPROVED PLAN
PATHWAY RAMP NOTES:
1. CONCRETE TO BE GRADE N25 AS1379 AND AS3600.
2. REINFORCING MESH MAY ONLY BE DELETED ON WRITTEN
OPW20/0145 17 DEC 2020 INSTRUCTIONS FROM COUNCIL'S ENGINEER.
3. SURFACE TO BE NON-SLIIP CONCRETE FINISH TO AS4586
4. THE ENGINEER MAY DIRECT THAT THIS DIMENSION BE VARIED.
1.2m
0.3m
5. EXPANSION AND CONTROL JOINTS TO BE SEALED WITH A LOW
EX
NS
MODULUS SELF PRIMING SEALANT TO THE MANUFACTURERS 1.0m
RO ISTI
6.7
UN NG EX. PATHWAY
30
SPECIFICATIONS, THE COLOUR OF THE SEALANT IS TO MATCH
DA ADJOINING SURFACE FINISH. PROVIDE 0.6m x 1.0m TGSI TO TOP &
BO EX. 250Ø WATERMAIN BOTTOM OF RAMP AS PER AS1428.1
UT 6. ENSURE 1.5m x 1.5m MIN. CLEAR AREA WHERE 90° TURN IS
NECESSARY. PROPOSED CONCRETE
PEDESTRIAN RAMP. N25 EXTEND HAND RAIL 300mm EXISTING ELECTRICAL PIT
PAST RAMP END - TYPICAL
1:40
CONCRETE 100mm THICK MIN.
EX. BOUNDARY HAND RAIL BY OTHERS
4.2m 1.65m MAX 150mm FROM
EX. EMT EDGE OF RAMP
LANDING 1.8m
1.5m
1.3m
1:14 FL6.797
LANDING
2.6m
FL7.097
1.65m
LANDING
BATTER 1:4 MAX TO NATURAL SURFACE.
1.3m
1:14 FL7.736
ROAD
PROVIDE MULCH & STABILIZING
PLANTING TO FINISHED SURFACE
FH
NS
EXISTING
7.7
1.8m 9.0m
25
PROVIDE CONCRETE BLOCK RETAINING WALL 800mm HIGH EXISTING BUILDING
MAX UNDER EXISTING CONCRETE PATHWAY.
20.48 H-BLOCKS CORE FILLED WITH N20 CONCRETE.
PROVIDE N12 BARS @ 400 CRS EACH WAY. 450 x 600 N25 PATHWAY RAMP DETAIL
CONC. STRIP FOOTING REINF. WITH 3-L11TM TOP & BOTTOM. SCALE - 1:100 (A3)
PROVIDE N12 STARTER BARS TO WALL, LAP 600 WHERE
POSSIBLE OR FULL HEIGHT. CLEAN OUT BLOCKS AT BASE.
LOT 22 PROVIDE NON- SHRINK GROUT FILL TO VOID BETWEEN TOP
3827m² OF WALL & EXISTING PATHWAY. PROVIDE 30mm ATLANTIS
FLO-WALL & 100Ø AGG PIPE TO REAR FACE OF WALL.
HOFMANN DRIVE WA
LTE
RH
AY
DR
IVE
FH
FH
FH
EXISTING FH
NOOSA CIVIC EX EXISTING
IST
JOINS PLAN 1856-R41
IN NOOSA CIVIC
G
RO
AD FH
PROPOSED PEDESTRIAN RAMP.
REFER TO PATHWAY RAMP DETAIL
EXISTING
NOOSA CIVIC
EXISTING EXISTING
NOOSA NOOSA CIVIC
CIVIC FH
EXISTING
NOOSA CIVIC EX
EXISTING
IST NOOSA CIVIC
IN
G
RO
AD
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED PROPOSED SUBDIVISION 1856
A 19-02-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
B 01-09-20 REVISED FOR APPROVAL - WALTER HAY DRIVE TURN AROUND MM CL DATUM AHD SHEET: 13 OF 42
0 10 20 30 40 50m FOR STOCKWELL PTY LTD
C
D
21-09-20
15/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
E 23/11/20 REVISED AS PER COUNCIL RFI MEETING MM CL DRAWN MM Director: CAMERON LANDRETH
DESIGN CHECK
SCALE 1:1000 A3
(RPEQ 19358) p 07 5443 8285 ROAD WORKS LAYOUT PLAN 8 OF 8 R42 E
CL
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE 13-09-19 Barlow Shelley Consulting Engineers a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
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