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SUPERSEDED Compiled Plans OPW20/0145.02
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JOINS PLAN 1856-R39 14.1
m
3m
LOT 3 CH
RB
8 120
NEW FOOTPATH PRAM 2m
.1 4.004 Ha
RB
200
KE
CH TO IPWEAQ RS-090 5
FL
0
KE
FH
B1
7
:4 2.
SM
SM
<1 NS
B1
4
4
LOT 4 LOT 7
CH
CH0
10
180 2183m²
0
CH 2.963 Ha
NEW FOOTPATH PRAM &
C
:4
ANGLED CROSSING TO
AD
CH
CH
<1
:4
20 IPWEAQ RS-090 & 094
RO
80
m
<1
12.2 2m
%
<1
160
CH
1:4
CH
B1
2m
60
B1
4
KE
83 0
SM
7. .0
KE
CH40
RB
S 8
%
LOT 5
N FL
RB
LOT 8
%
<1
:4
CH
<1
0
2307m² LOT 6 40
<1
14
CH 3257m²
79
75
2473m² NEW FOOTPATH PRAM &
4.
4.
FL
ANGLED CROSSING TO
S
N IPWEAQ RS-090 & 094
CH60
0
12
CH2
CH
2m
0
LOT 15
CH
24 LOT 9 SAW CUT EXISTING ROAD A PAVEMENT TO
2.9
3274m²
1:4
35
4.6m
4221m² PROVIDE CLEAN FACE FOR NEW ROAD PAVEMENT
100
CONNECTION. REMOVE EXISTING TO TIP
CH
SM4
NEW FOOTPATH PRAM
CH80 CH0 E
TO IPWEAQ RS-090 IV
CH20
CH40
CH80
SM4
27
DR
CH60
98.0
CH
220 AY
CH
HOFMANN DRIVE H
ER
80
5m
CH
T
4
10m
5.0
AL
SM
4.6m
CH100 <1.5% CH2
0
W
2m
8m
60
<1.5%
3.7
CH
B1
JOINS PLAN 1856-R37
CH200 RO KE
AD RB
B1 A
40
NEW FOOTPATH PRAM
CH
TO IPWEAQ RS-090 KE
CH40 RB
20 LOT 16 SAW CUT & BREAK UP EXISTING TRAFFIC
NEW FOOTPATH PRAM
LOT 14 4430m² ISLAND AS REQUIRED TO CONSTRUCT
20
0 10m TO IPWEAQ RS-090
H18
5m
CH
C NEW BIORETENTION BASIN. REFER TO
4005m²
5.0
STORMWATER DRAWINGS FOR DETAILS
BREAK UP EXISTING AC
CH SEAL, BARRIER KERB (B1
60
0
CH
40 TYPE) & FOOTPATH TO TIP
0
16
CH
LOT 10
%
.5 4733m²
CH
<1
80
140
0 EXISTING PEDESTRIAN CROSSING
16 4
CH % 1:
10m
CH
<
.5 TO BE REMOVED & PRAM RAMPS TO
CH10
<1
0.
ROAD B
CH120
75
B1 BE REMOVED AS THEY ARE TO
KER
%
0
B CLOSE TO EXISTING ROUNDABOUT
00
0 FOR NEW EARTHWORKS OVER
4.
18
2m
CH LOTS 10 TO 16 REFER TO
FL
PLANS 1856-EW01 TO EW09
80 7
5. .1
S 6
LOT 13
N FL
4
1:
1.
1.5%
56 4117m²
5%
1.5%
3. 3 0
>
0
FL 2.6 H2 PROVIDE MULCH
>
C
1.5%>
1.5%>
S
>
TO 1:2 BATTER
N LOT 11 SAW CUT EXISTING ROAD A PAVEMENT TO
PROVIDE CLEAN FACE FOR NEW ROAD PAVEMENT
4999m² CONNECTION. REMOVE EXISTING TO TIP
41
45
98
5.
4.
3.
FL
CONNECT EXISTING FOOTPATH TO
FL
0
LOT 12
22
S NEW FOOTPATH WITH DOWELL JOINT
N
CH
-
7972m² TO IPWEAQ RS-065
NOOSA COUNCIL
CH240
CH260
E
IV
APPROVED PLAN
PROVIDE MULCH
28
0 TO 1:2 BATTER DR
CH Y
HA
03
07 R
OPW20/0145 17 DEC 2020
4.
3. TE
FL
S
N AL
JOINS PLAN 1856-R35 W
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: 7 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 2 OF 8 R36 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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