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1856-R30_R71_D Roadworks
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JOINS PLAN 1856-R37
100
HOF
CH
MAN
LEGEND - NEW WORKS EXTENT N DRIV
SM4
PROVIDE MULCH CH80 NEW FOOTPATH PRAM E CH0
CH20
CH40
CH80
027
TO 1:2 BATTER TO IPWEAQ RS-090
CH60
98.
CH
5m 2m
PROPOSED AC SEAL 220
CH
LOT 15 B1 KERB
80
4172m²
5.0
CH
10m
PROPOSED CONCRETE DRIVEWAY
TO IPWEAQ RS-051 REFER 1856-R34 FOR TYPES 9 CH2
2m
CH100 .4 <1.5% 0
8m
4
60
FL
11 1
3.7
<2.5%
CH
<1.5%
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
N
A
40
B1
CH
2m
KE
PROPOSED AC DRIVEWAY CH40 RB
CH120
20
5m
80 LOT 16 10m
CH
PROPOSED CONCRETE FOOTPATH CH1
5.0
LOT 14 4443m²
4005m² BREAK UP EXISTING AC
CH SEAL, BARRIER KERB (B1
0
PROPOSED CONCRETE ISLAND 60
CH
04
140 TYPE) & FOOTPATH TO TIP
4.
CH 0
FL
16
CH
PROPOSED TURFING
m
%
10
.5
CH
<1
34 3
LOT 10
80
2. .6
140
60
S 3
1 4
N FL
CH 1: 4733m²
CH
PROPOSED VEGETATION AREA 5%
<
2m
1.
CH10
0.
B
ROAD
CH120
<
75
B1
%
KER
0
PROVIDE MULCH B
PROPOSED BIO-RETENTION BASIN
BASIN TO 1:2 BATTER
00
4.
0
18
FL
CH % FOR NEW STORMWATER
.5
80 7
PROPOSED TREE PIT <2 WORKS REFER TO
5. .1
S 6
STORMWATER DRAWINGS 'SW'
N FL
LOT 13 1:4
1:
4
1.
1.5%
B1 KERB 4117m²
5%
PROPOSED BARRIER KERB (B1 TYPE) 6
1.5%
.5
>
450mm CHANNEL [ROAD EDGE] 3 0 PROVIDE MULCH
20
63
FL
>
CH
1.5%>
1.5%>
2.
TO 1:2 BATTER
>
LOT 11
S
LOT 12
N
SM4 KERB
PROPOSED SEMI MOUNTABLE KERB
TYPE (SM4) 160mm FACE [TRAFFIC ISLAND] 7972m² 4999m²
98 1
5
3. .4
.4
FOR NEW EARTHWORKS OVER
S 5
4
N FL
FL
0
LOTS 10 TO 16 REFER TO
22
PROPOSED EARTHWORKING
CH
38
SLOPE PLANS 1856-EW01 TO EW09
CH240
4.
2.5%
FL
FOR NEW EARTHWORKS OVER
CH260
CONNECT EXISTING FOOTPATH TO
PROPOSED SWALE DRAIN LOTS 10 TO 16 REFER TO
>
NEW FOOTPATH WITH DOWELL JOINT
PLANS 1856-EW01 TO EW09
TO IPWEAQ RS-065
PROPOSED STORMWATER 0
GATE LOCATION 28
07 3
DRAINAGE CH
3. 0
S 4.
N FL
13 6
PROVIDE MULCH
3. .9
S 3
TO 1:2 BATTER
N FL
0 1:4
30
CH
LOT 5 PROVIDE MULCH
JOINS PLAN 1856-R36
15 5
SP222982 TO 1:2 BATTER
3. .4
S 5
N FL
0
32
CH
PROVIDE DOUBLE SWING
340
GATE TO IPWEAQ GS-048
CH
0
.00
VE
PROPOSED NEW CHAIN WIRE FENCE 1.8m (HIGH) AS PER AS1725.1-2010.
360
HAY .781
FENCE TYPE #1 (R-L/P-L) AS PER FIGURE H1 AND H2. 1.2m (WIDE) PERSONNEL
DRI
GATE WHERE SHOWN AS PER REQUIREMENTS OF TABLE E1. CLASS 2 FENCE
370
GATE FOR MEMBER SIZING 2.5mm DIA CHAIN LINK FABRIC, POLYMER COATED.
WITH SIGNAGE STATING THE LAND IS A FAUNA RESERVE
LT ER
WA
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: 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:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3
DESIGN CHECK (RPEQ 19358) p 07 5443 8285 ROAD WORKS LAYOUT PLAN 1 OF 8 R35 D
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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