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Appendix F. Civil Engineering Report Part 1
Attached to the e-mail Retail Bus Type 5 & Type 2 & Op Works -Proposal plans, Traffic report, Landscape Plans & Civil Eng Report - MCU17/0572 & OPW17/0611.
Original PDF page 34, section 1. The text section number identifies this passage in the reader.
LEGEND PRELIMINARY
12.0 EXISTING SURFACE CONTOURS
N Bitumen Surface EUMUNDI NOOSA ROAD
Bitumen Surface NOT FOR CONSTRUCTION
SITE BOUNDARY
EXISTING PROPERTY BOUNDARY 200.954K
L 20.84L L
20.834K 20.831LK L
20.8754K L
EXISTING NOMINAL KERB LINE 21. 20.92L 20.95K 20.9 20.9 Concrete Kerb & Channel 20. 20.63 20.43
L
20.97 K
EXISTING STORMWATER
21.08 Conc. Surface ELP 20.70 Concrete Surface
EXISTING SEWER MAIN TB Concrete Surface Bus Stop
Sign WV TB Concrete Surface 20.673K (Car Parking)
TB 20.8
EXISTING WATER MAIN 0 2.5 5 7.5m
Grass Surface TB TB TB
EXISTING TELECOMMUNICATIONS 20.98 20.98 Grass Surface
20.86
TB Concrete Kerb ELP 20.51 Concrete Kerb 20.46
TB 21.03 TB 20.68K SCALE 1:125
EXISTING TELECOMMUNICATIONS (RECORDS) 21.04 20.98 21.0 21.01 20.83 20.80 20.62K
AT ORIGINAL SIZE (A1)
0 21.02 Concrete Path
EXISTING NBN (RECORDS) Concrete Path Concrete Path
20.96 20.90 20.85
EXISTING OVERHEAD ELECTRICITY 20.99 21.02 21.00 20.96 20.98 TB 20.79 20.73
20.
67
20.84 TB TBs TBs TBs 20.8 TB
CATCHMENT BOUNDARY
Gravel Surface 20.96
TBs
20.83 5 20.81
20.51
Gravel
C1 WM
CATCHMENT LABEL Gravel Surface Gravel Surface Gravel Surface TB Artificial Grass 20.67
20.59
20.80
20.76 20.50
CATCHMENT FLOW DIRECTION 20.72 20.83 20.81 20.62 20.61 20.63 20.55
SITE Concrete 63°0835 20.64Shade Shade
Gravel Surface Gravel Surface Surface 49|057 Bitumen Posts
Scre BENCH Posts SITE
20.
Surface
/
20.68 Scre BENCH
5
w in MAR
CATCHMENT TABLE (PRE DEVELOPMENT) 20.78
Pavers
3
RL C oncr K 20.82 20.73 20.65 w in MAR
/
21.0 20.59 20.49
/
/
6 ete RL oncr K
/
CATCHMENT NAME AREA (ha) FRACTION IMPERVIOUS 20.5 C
/
20.65
Concrete
Surface
/
20. 66 ete
/
/
/
EX1 0.1972 0.95 54
/
20.8 20.
/
20.64
/
0 30
20.25
/
/
20.52
/
20.36
/
Chainwire Fence
20.40
/
20.46
/
/ / / /
/
20.
/
20.32
20.32
20.47
/
20.28
37
Room
Cold
/
/
Concrete
/
20.27 Surface
/
/
20.22
/
/
/
/
/
20.26
Chainwire Fence
/
/
/
/
/
/
/
/
/
/
/
/
/
Gravel Surface
/
Cold
Room
/
/ /
20.26
/
/
/
20.18
/
/
Room
Cold
/
/
/
/
/
20.27
/
/
/
/
/
20.20
/
/
/
/
40|228
333°09
/
/
SW ONE STOREY
/
19.7 G 20.03 1
/
Concrete
Surface
/
/
5S
/
/
L 20.0 RP1 Concrete BUILDNG
/
ONE STOREY 3157
/
/
40|234
6 Surface
153°09
/
/
/
/
20.0 BUILDNG EX1
/
/
18.55 IL
Co
/
Sur ncrete 20.19 20.24 19.71
/
/
/
20.19
/
face
/
19.87
/
/
Gravel Surface
/
20.08
20.02
/
19.68 19.70
19.90
20.30 TOW
20
.16
19.9 19.68
/
19.81
19.77 6
19.19
Concrete
Surface
Gra
/
19.15
Concrete
Sur vel Gr
face
Sur avel
/
face
Concrete Block Wall
19.
19.22
4
/
19.60
4
19.51
RP154227
Emt B
01 20.11.17 PRELIMINARY - Issued for Information BP MVI
19.07
/
19.31
Rev Date Description By Chk
19.2
19.41
Path
19.06 19.41 9
/
The concepts and information contained in this document are the copyright of ADG
19.35 19.37 19.42 19.42 Engineers (Aust) Pty Ltd. Use or copying of the document in whole or in part without the
4 19.25 written permission of ADG Engineers (Aust) Pty Ltd constitutes an infringement of copyright.
/
.0
20.30 TOW
Chainwire Fence
1 9 19.37
Do not scale drawings. If in doubt, ask!
19.36
/
19.34
∅900
19.35 18.95
/
SWM 19.02
SHED
Gravel Surface
18.3 19.02 Gravel Surface Sunshine Coast Office
(Una 1 SL
/
Level 3, 2 Emporio Place
Gravel Surface 19.20
20.30 TOW
Maroochydore, Queensland 4558, Australia
ope ble to
19.40 SHED PO Box 5014, Maroochydore BC, Queensland 4558
conc n - he 19.25
/
T 1300 657 402 F +617 3871 2266
. lid avy 19.22
19.2
E [email protected] W www.adgce.com
) BRISBANE / SYDNEY / MELBOURNE / GOLD COAST / SUNSHINE COAST / DARWIN / PERTH
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