Council archive · source document
Attachment 2 - Revised Engineering (22.01.20) · RAL18/0023
0
22
CH
CH
14
0
m 1.5 12.
.45 0m 00m
1 0m 3.60
m 2.0
3.6 PROPOSED 6m WIDE EASEMENT WITH 3m 0m 15.
00m
WIDE PEDESTRIAN & CYCLE NETWORK
NS
00 1.50m
CH2
3.
60
CH
GATED TO ENTRY TO FIRE 12
0
TRACK. GATE TYPE TO NOOSA FL5.35
NS5.80
COUNCIL REQUIREMENTS m
3.00
:4
LOT 4
<1
FL4.32 FL4.38
80 NS3.95
NS3.32 C H1
CH
m PROPOSED DRIVEWAY TYPE B2 FL6.00
1.00
10
m TO IPWEAQ RS-051 NS7.00
2.00
0
PROPOSED DRIVEWAY TYPE B2
FL4.58
18
NS4.53 TO IPWEAQ RS-051
CH
%
.00
<1
m
0
80
16 FL8.41
CH NS9.03
:4
:4
<1
FL4.54 LOT 6 FL9.00
<1
CH 2.87
NS3.83 m LOT 5
0m .20
60 m
<1:2 NS9.00
3.0 12 FL8.17
40 NS8.74
5%> H1 FL7.83 FL8.50
0. FL4.53 C NS8.13
%
NS4.05 .50m CH
<1
1 FL4.69 40
PROPOSED DRIVEWAY LOT 8
FL4.74 NS4.84 FL8.20 NS8.60
NS3.28 4 %> 2.0
0m 2x PROPOSED DRIVEWAY TYPE B2 TO IPWEAQ RS-051
1.
0
NS3.24 <1 TYPE B2 TO IPWEAQ RS-051
12
.2 LOT 15
H
0m
% FL8.25
C
16.0
FL8.35
CH FL8.00 NS8.61
FL4.95 24 NS7.00 CH
3. 20 NS8.10
0
10
26 FL4.93
NS3.53
CH
3.60m
0.5 FL4.76 NS5.39
%> NS4.38 0m FL8.00
12.2
.03
CH20
CH40
0
<1:2 FL8.24
CH8
LOT 9
98
CH60
NS8.71
CH
FL4.73 C
H2
PROPOSED DRIVEWAY TYPE B2 NS4.25
80
20
CH
TO IPWEAQ RS-051 HOFMANN DRIVE RO
FL8.17 FL8.26
FL4.26 AD
NS8.48
DB
4.60m
NS4.34 FL4.93 A
60
ROA NS5.22
CH
FL5.66
2.00m
0m
NS5.55 D
5.0
<1.5% CH
0.5%> 20
NS3.12 FL4.47 FL4.53 CH200 R21
FL4.73 ROAD B CENTRELINE FL7.50
NS3.16
40
NS3.51 NS3.95 NS6.62 BIORETENTION MEDIAN
CH
<1:2 LOT 16 FL8.10
0m
ROAD B CENTRELINE
5.0
NS7.81
0m
20
CH40
1.5
LOT 14
CH
PROPOSED DRIVEWAY TYPE B2
FL4.28 FL6.00
NS4.16 TO IPWEAQ RS-051
FL4.28 H180 FL8.00
B
NS3.68 C FL5.43 NS8.00
AD
0
CH
NS5.92
%>
RO
0.5 0m
E
NE
2.0
LAN
LA
CH
0m
0m
FL4.44 FL4.27 60 FL5.43
3.5
FL4.58
3.5
NS2.81 NS6.15 LOT 10
.0% NS4.05 NS5.26
<2 0
NS2.52 16
FL3.89 CH FL7.32
C NS2.53 FL4.21
NS3.42
NS7.32
CH
R21 <0
.5
80
FL4.58
140
:2 > % LEGEND - NEW WORKS EXTENT
<1 PURPLE INDICATES POTENTIAL 5% NS5.01
CH
0.
CH1
DRIVEWAY LOCATIONS ON FL4.27 PROPOSED DRIVEWAY
CH120
NS3.50 EXTENT OF AC SEAL
G
BOUNDARY - TYP. FL4.47 TYPE B2 TO IPWEAQ RS-051
00
RKIN
NS4.14
m PA
PROPOSED DRIVEWAY TYPE B2 FL4.37
<0
TO IPWEAQ RS-051 NS3.69 EXTENT OF FILL EARTHWORKS
.5
3.00
0.5%>
FL4.41
%
2% NS2.66
PROPOSED 6m WIDE AC 1. PROPOSED DRIVEWAY FL5.81
<
>
BUSHFIRE ACCESS PATH TYPE B2 TO IPWEAQ RS-051 NS5.81
LOT 13
%
EXTENT OF CUT EARTHWORKS
0.5
1:2
FL4.21 LOT 11 KERB & CHANNEL (B1 TYPE
>
NS2.87
NS2.87 450mm CHANNEL)
EXTENT OF 2m WIDE
FL4.49 FL4.85 CONCRETE FOOTPATH
<0.5
NS2.95 LOT 12 NS4.05
FL4.53
:2 NS3.12 NS4.01 EXTENT OF COMMERICAL
%
<1
.5%
DRIVEWAY
1:
2
<0
E
>
T IV
N R EXTENT OF BICYCLE LANE
A
<0.5%
D
FL4.08 EN AY
NS3.02 V
NS3.04 O H ROAD CENTRELINE
A1
C R
R2 TE
B
AL EXTENT OF BUSH FIRE ACCESS
R21
1:2 W AC SEAL
>
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED
1856
J 2-12-19 REVISED FOR COUNCIL RFI MM CL
DATUM AHD SHEET: OF
B
C
10-08-19
13-08-19
REVISED DRIVEWAY LOCATIONS
REVISED DRIVEWAYS & PATHWAYS
MM
JP
CL
CL DESIGN MM
0 10 20 30 40 50m ................. 5 23
D 28-08-19 REVISED ADDED LINK ROAD MM CL Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN MM
E 17-09-19 REVISED FOR COUNCIL RFI MM CL (RPEQ 19358)
SCALE 1:1000 A3
F 25-09-19 FINAL RFI CL CL DESIGN CHECK CL
DRAWING STATUS
07 5443 8285
R05 K
G 1/11/19 REVISED FOR COUNCIL RFI MM CL [email protected] www.barlowshelley.com.au
This drawing is not to be copied or amended without written permission from
DATE 21-02-19 FOR APPROVAL
H 13-11-2019 REVISED EARTHWORKS AREA MM CL Barlow Shelley Consulting Engineers PO Box 899, Maroochydore,4558 ABN 89 215 591 077
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Attachment 2 - Revised Engineering (22.01.20).pdfRelated documentApplication case desk ↗
About this file
- File size
- 4.4 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.