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Roadworks Design Attachment 1 - 1856-R30_R71_E
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3m
JOINS PLAN 1856-R39 14.
1m
3m
LOT 3 CH
RB
120
NEW FOOTPATH PRAM
70 8
RB
KE
0 4.004 Ha 2m
:4 2. .1
H20 TO IPWEAQ RS-090
<1 NS L5
C
KE
FH
B1
F
SM
SM
B1
4
4
LOT 4
CH
LOT 7
CH0
10
180 2183m²
0
CH 2.963 Ha
NEW FOOTPATH PRAM &
C
:4
ANGLED CROSSING TO
CH
AD
<1
CH
:4
IPWEAQ RS-090 & 094
RO
80
20
<1
m
12.2 2m
%
<1
160
CH
1:4
CH
B1
2m
60
B1
4
KE
83 0
SM
7. .0
KE
RB
S 8
CH40
%
N FL
LOT 5
RB
%
<1
LOT 8
:4
<1
0 CH
<1
H1
4 2307m² LOT 6 40
3257m²
C
75 9
4. . 7
2473m² NEW FOOTPATH PRAM &
S 4
N FL
ANGLED CROSSING TO
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 .93
1:4
3274m²
4.6m
4221m² 5 PROVIDE CLEAN FACE FOR NEW ROAD PAVEMENT
100
CONNECTION. REMOVE EXISTING TO TIP
CH
NEW FOOTPATH PRAM
SM4
CH80 CH0 E
CH20
CH40
CH80
TO IPWEAQ RS-090 IV
027
SM4
DR
CH60
98.
CH Y
220
CH
HOFMANN DRIVE HA
80
ER
5m
CH
T
5.0
10m
AL
4
4.6m
SM
CH100 <1.5% CH
20
W
2m
8m
0
6
<1.5%
3.7
CH
B1
JOINS PLAN 1856-R37
CH200 RO KE
AD RB
A
40
NEW FOOTPATH PRAM B1
CH
TO IPWEAQ RS-090 KE
CH40 RB
CH120 LOT 16 SAW CUT & BREAK UP EXISTING TRAFFIC
NEW FOOTPATH PRAM
LOT 14 4430m² ISLAND AS REQUIRED TO CONSTRUCT
0
TO IPWEAQ RS-090
2
80 10m
5m
CH
CH1 NEW BIORETENTION BASIN. REFER TO
4005m²
5.0
STORMWATER DRAWINGS FOR DETAILS
BREAK UP EXISTING AC
CH SEAL, BARRIER KERB (B1
0
60
CH
140 TYPE) & FOOTPATH TO TIP
CH 0
16
CH
LOT 10
%
.5 4733m²
CH
<1
80
140
1 60 4 EXISTING PEDESTRIAN CROSSING
CH 1:
10m
5%
CH
. < TO BE REMOVED & PRAM RAMPS TO
CH10
<1 ROAD B 0.
CH120
B1
KER 7 5%
BE REMOVED AS THEY ARE TO
0
B CLOSE TO EXISTING ROUNDABOUT
0
.0
0 FOR NEW EARTHWORKS OVER
2m
4
18
FL
CH LOTS 10 TO 16 REFER TO
PLANS 1856-EW01 TO EW09
80 7
5. .1
S 6
N FL
LOT 13 1:
4
1.
1.5%
5%
6 4117m²
1.5%
5
3.
>
0
20
63
FL PROVIDE MULCH
>
CH
1.5%>
1.5%>
2.
>
TO 1:2 BATTER
S
LOT 11 SAW CUT EXISTING ROAD A PAVEMENT TO
N
PROVIDE CLEAN FACE FOR NEW ROAD PAVEMENT
4999m² CONNECTION. REMOVE EXISTING TO TIP
45
98 1
3. .4
4.
S 5
FL
N FL
CONNECT EXISTING FOOTPATH TO
0
22
LOT 12
CH
NEW FOOTPATH WITH DOWELL JOINT
7972m²
CH240
TO IPWEAQ RS-065
CH260
PROVIDE MULCH I VE
28
0 TO 1:2 BATTER DR
CH Y
HA
07 3
3. 0
S 4.
R
N FL
TE
AL
JOINS PLAN 1856-R35 W
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS 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
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 ROAD WORKS LAYOUT PLAN 2 OF 8 R36 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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