Original source · versioned page text
Attachment 2 - 1856-R30_R63
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
2m
JOINS PLAN 1856-R39 15m
LOT 3
RB
CH
00 120
CH2 NEW FOOTPATH PRAM
70 8
RB
KE
4.004 Ha 2m
:4 2. .1
SM4
TO IPWEAQ RS-090
<1 NS L5
KE
FH
B1
F
B1
LOT 4 LOT 7
CH0
CH
10
H18
0 2365m² 2.963 Ha
0
C
C
:4
CH
AD
<1
CH
:4
RO
80
20
<1
.2m 2m
12
%
<1
0
16
CH
1:4
CH
B1
60
2m
B1
4
KE
83 0
SM
7. .0
KE
RB
S 8
CH40
%
N FL
LOT 5
RB
%
<1
LOT 8
:4
CH
<1
0 4
<1
14 2307m² LOT 6 0
CH 3257m²
75 9
4. . 7
2473m²
S 4
N FL
CH60 LOT 9
0
12
CH2
CH
CH 0 3274m²
LOT 15 24
3.2 SAW CUT EXISTING ROAD A PAVEMENT TO
1:4
49 PROVIDE CLEAN FACE FOR NEW ROAD PAVEMENT
4172m² 100
CONNECTION. REMOVE EXISTING TO TIP
CH
NEW FOOTPATH PRAM
SM4
CH80 CH0 E
CH20
CH40
TO IPWEAQ RS-090 IV
CH80
027
SM4
DR
CH60
98.
CH HOF
220 MAN Y
CH
ND
RIVE HA
80
ER
CH
T
AL
4
SM
CH100 <1.5% CH
20
W
6
5m
0
2m
6
4.7
<1.5%
CH
B1
JOINS PLAN 1856-R37
CH200 RO
AD KE
RB
A
40
NEW FOOTPATH PRAM B1
CH
TO IPWEAQ RS-090 KE
CH40 RB
CH120 LOT 16
6m
NEW FOOTPATH PRAM SAW CUT & BREAK UP EXISTING TRAFFIC
LOT 14 4443m² ISLAND AS REQUIRED TO CONSTRUCT
0
TO IPWEAQ RS-090
2
80
CH
CH1 NEW BIORETENTION BASIN. REFER TO
4005m² 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
TO 1:2 BATTER DR
28
0 Y
HA
07 3
CH
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
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
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 B
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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