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RFI - Appendix B - Preliminary earthworks for building pad
AV FH T OH
Air Valve Fire Hydrant Tree Ap
GRATE TE p ro
BM Bench Mark Telstra Pit x.
Stormwater Grate lo ca
CP GATE TPL tio
Control Point Gate Telstra Pillar no
S fp
ELP Sign WM o w OH
Elect. Light Pole Water Meter er
lin
EMH GAS WV e
Electricity Manhole GAS Gas Infrastructure Water Valve
PP Power Pole SMH
Sewer Manhole OH
SP EMT
EPL Electricity Pillar SV Scower Valve 176.76
14 F 175.81
EPIT
Electricity Pit SWMH
39
47
Stormwater Manhole
429.564
0°11'50"
OH
Telecommunications Line
Sewer Line
9 176.64
RP131369 177.58
Water Line Title: 4.699ha 180.74 180.10 179.57
OH
Fenceline
Electricity 182.47
182.00 10
Gas Line OH 1 81 . 00 RP131369
Edge of Bitumen 1 in 2 fill batter 182 . 00
182.08
Tree line 185.52 183.56
183 . 00
UG Underground Electricity
8 184.19 184 . 00
183.55
OH
RP131369
Stormwater 186.125 PAD LEVEL
-35%
SW 186.72
0"
185 . 00
434.483
Slope -33.5%
bo
187°26'0
OH Overhead Powerline tto to
p 185.5 Ex (625mm fill)
Slope
m of
ba ba 186.98
186 . 00
nk OH
187.75 PAD LEVEL
nk 186.34
187 . 00
0 25 50 191.09 187.5 Ex (250mm fill) 187.53 E
188 . 00 SP MT
14 G
39
25% GRADE
G PP OH
ra 189.68 189.03 48
Slope -3
to p ve 189 . 00
of b
A3 1:500 ank
lD
riv
189.875 PAD LEVEL
ew 190 . 00 189.51
ay
0%
193.30 190.79 PP
192.78 191 . 00
190.5 Ex (625mm cut) OH
-44%
ce
e Fe n
Slope
n Wir
OH
. 00 OH
19 2 Broke
196.08
. 00
HOUSE PAD
top of ba 1 93 OH
nk
191.5 PAD LEVEL 193.88 . 00 1 in 2 cut PP
191.75 Ex (250mm cut)
194
OH
batter
195.74 5.
00
194.66
19
15M X 20M
196.64 53
19 6 . 00 53.9 8'00"
253°
4 OH
OH
19 7.
bottom bank 00
OH
30.3 16
top of ba 27 8°34'0
nk 0" OH TBM - 1013
OH OH OH PP Nail in Bitumen
PP SIGN
edge of bitumen RL 195.676m
TBM - 1006
Nail in Bitumen fog line
RL 198.691m road
centre line of
R O A D
Underground services have been located from visible surface
M O U N T A I N
Control Table features only . A Dial Before You Dig search should be performed
Point
1006
Easting
1234.689
Northing
1973.722
Elevation
198.691
Code
NAIL IN BITUMEN
B L A C K before the commencement of any excavation work. The property
boundaries shown have not fully been investigated for the purposes
1013 1310.819 1977.323 195.676 NAIL IN BITUMEN of this survey. For an accurate determination of the boundaries, an
Identification survey will be required.
PROJECT CLIENT
Murray Richardson
MURRAY & Contour & Detail Survey of
Lot 9 on RP131369
Datum
Meridian: RP131369
AHD Vide
CORS Network
Scale
Drawn
A3 1:500
CB
F.W.
F.Bk
CB Date
18.04.2019
ASSOCIATES 216 Black Mountain Road,
Burnside
Notes 1 metre Major Contour Interval
0.5 metre Minor Contour Interval
Level Bk
Acc. Bk
File
61500 Detail Survey
190423.mjo
SURVEYORS & TOWN PLANNERS ACN 075 543 154 Job & Plan No.
Murray Building,15-17 Currie St. Nambour Ph.(07)5441 2188 P.O. Box 246
L.G.A. Noosa Shire Council
Licensed
Andrew Campbell 61500
Branch Offices at Maroochydore Caboolture Chinchilla Roma Gympie & Emerald Surveyor
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