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SUPERSEDED Compiled Plans OPW20/0145.02
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Log in to see the plans as drawn JOINS PLAN 1856-R37
10
HOF
MAN
CH
LEGEND - NEW WORKS EXTENT
SM4
ND
PROVIDE MULCH CH80 NEW FOOTPATH PRAM RIVE CH0
CH20
CH80
CH40
27
TO 1:2 BATTER TO IPWEAQ RS-090
CH60
98.0
CH
5m 2m
PROPOSED AC SEAL 220
LOT 15
CH
B1 KERB
80
4221m²
5.0
CH
10m
PROPOSED CONCRETE DRIVEWAY
TO IPWEAQ RS-051 REFER 1856-R34 FOR TYPES <1.5% CH2
CH100
2m
49
0
8m
4.
60
<2.5%
11 1
<1.5%
3.7
FL
CH
3. 4.1
FUTURE CONCRETE DRIVEWAY (TO BE CONSTRUCTED B1
CH200 RO
FL
LATER) TO IPWEAQ RS-051 REFER 1856-R34 FOR TYPES KE
AD RB
S
A
N
B1
40
CH
KE
2m
PROPOSED AC DRIVEWAY CH40 RB
CH120
20
80 LOT 16
5m
10m
CH1
CH
PROPOSED CONCRETE FOOTPATH
5.0
LOT 14 4430m²
4005m² CH
BREAK UP EXISTING AC
60 SEAL, BARRIER KERB (B1
PROPOSED CONCRETE ISLAND
04
0 TYPE) & FOOTPATH TO TIP
H14
C
4.
C 0
FL
16
CH
PROPOSED TURFING
m
%
.5
10
CH
<1 LOT 10
34 3
80
2. .6
140
6 0
S 3
H1 1:
4
4733m²
N FL
PROPOSED VEGETATION AREA %
CH
C
<
.5
2m
B
CH10
<1
0.
ROAD
CH120
75
B1
KER
%
PROVIDE MULCH
0
PROPOSED BIO-RETENTION BASIN B
BASIN TO 1:2 BATTER
00
80
4.
B1 KERB 1
CH
FL
PROPOSED BARRIER KERB (B1 TYPE) % FOR NEW STORMWATER
.5
<2 WORKS REFER TO
80 7
450mm CHANNEL [ROAD EDGE]
5. .1
STORMWATER DRAWINGS 'SW'
S 6
LOT 13 1:4
N FL
4
SM4 KERB 1:
1.
PROPOSED SEMI MOUNTABLE KERB
1.5%
4117m²
5%
63 6
1.5%
TYPE (SM4) 160mm FACE [TRAFFIC ISLAND]
2. .5
00
>
PROVIDE MULCH
S 3
2
N FL
CH
>
1.5%>
TO 1:2 BATTER
1.5%>
LOT 11
>
PROPOSED EARTHWORKING LOT 12
SLOPE 7972m² 4999m²
45 41
4. FOR NEW EARTHWORKS OVER 5. 8
PROPOSED SWALE DRAIN FL FL 3.9
0
LOTS 10 TO 16 REFER TO
22
S
N
CH
PLANS 1856-EW01 TO EW09
38
CH240
4.
2.5%
PROPOSED STORMWATER FOR NEW EARTHWORKS OVER
FL
CH260
DRAINAGE CONNECT EXISTING FOOTPATH TO
LOTS 10 TO 16 REFER TO
NEW FOOTPATH WITH DOWELL JOINT
>
PLANS 1856-EW01 TO EW09
TO IPWEAQ RS-065
0
28
GATE LOCATION 03 CH
4.
07
FL 6
3.
.9 PROVIDE MULCH
S
3
N
FL
13
TO 1:2 BATTER
3.
00 1:4
S
3
N
CH
LOT 5 PROVIDE MULCH
JOINS PLAN 1856-R36
SP222982 TO 1:2 BATTER
15 5
3. .4
S 5
N FL
0
32
CH
PROVIDE DOUBLE SWING
340
GATE TO IPWEAQ GS-048
CH
0
.00
PROPOSED NEW CHAIN WIRE FENCE 1.8m (HIGH) AS PER AS1725.1-2010.
IVE
360
FENCE TYPE #1 (R-L/P-L) AS PER FIGURE H1 AND H2. 1.2m (WIDE) PERSONNEL
AY 81
DR
GATE WHERE SHOWN AS PER REQUIREMENTS OF TABLE E1. CLASS 2 FENCE
R H 370.7
GATE FOR MEMBER SIZING 2.5mm DIA CHAIN LINK FABRIC, POLYMER COATED.
WITH SIGNAGE STATING THE LAND IS A FAUNA RESERVE
-
LTE
NOOSA COUNCIL
WA
APPROVED PLAN
OPW20/0145 17 DEC 2020
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 25-08-20 REVISED FOR APPROVAL - WALTER HAY DRIVE TURN AROUND MM CL DATUM AHD SHEET: 6 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
F 10-12-2020 AMENDED TRAFFIC ISLANDS DTB DTB DESIGN CHECK
SCALE 1:1000 A3
(RPEQ 19358) p 07 5443 8285 ROAD WORKS LAYOUT PLAN 1 OF 8 R35 G
CL
G 14-12-2020 RADIUS OF ROUNDABOUT AMENDED DTB DTB 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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