for continuation refer to drg no. 243321 … 8 6 .1 3 5 .9 8 2.6 2 8 5.1 7 8 4 .5 7 8 4 .2 1 8 4 .3...
TRANSCRIPT
TOP
96.6
6
JP
SEP
SEP
SEP
SEP
SEP
SEP
SEP
S
SS
S
S
E
E
E
IL 84.71
IL 85.11
IL 85.01
IL 84.40
IL 84.60
IL 84.49
IL 8
4.60
IL 84.74
IL 84.63
IL 84.91
IL 82.97
IL 83.03
IL 8
3.46
IL 84.38
IL 82.98
IL 82.53
IL 83.23
IL 82.85
IL 82.81
IL 82.23
IL 82.80
IL 82.32
89
88
87
86
85
84
83
91
91
90
90 90
90
89
89
89
87
87
8786
86
86
85
85
84
RL 83.78
RIVET IN CONCRETE
TBM 3
IL 83.06
IL 82.76
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
BIT
UM
EN
BIT
UM
EN
BIT
UM
EN
BITUMEN
BITUMEN
BITUMEN
CO
NC
RETE F
OO
TP
ATH
CO
NC
RETE F
OO
TP
ATH
CONCRETE FOOTPATH
CONCRETE FOOTPATH
CONCRETE FOOTPATH
CONCRETE FOOTPATHHUMP
SPEED
CONC. ISLAND
GR
ASS
GR
ASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
GRASS
X-OVER
CONC.
X-OVER
CONC.
X-OVER
CONC.
X-OVER
CONC.
X-OVER
CONC.
X-OVER
CONC.
X-OVER
CONC.X-OVER
CONC.
HIGH CWM FENCE
HIG
H C
WM F
EN
CE
HIGH CWM FENCE
HIGH CWM FENCE
PALIN
G F
EN
CE
PALIN
G F
EN
CE
(NOT OPENED)HEAVY LID
(NOT OPENED)WITH EARTH
PIT COVERED
INDICATIVE ELEC. O/H
INDICATIVE ELEC. O/H
OF WORKSNOT IN SCOPE
OPENING OF PIT
WITH WATERPIT FILLED
WITH WATERPIT FILLED
OPEN PITUNABLE TO
NO LID AND BLOCKEDDAMAGED PIT WITH
89.6
0
89.88
89.7
7
89.6
4
89.4
6
89
.90
91
.2
0
91
.4
3
91.3
4
91.36
91
.2
8
91
.2
4
91.10
91
.3
9
91
.34
91
.32 91
.2
9
90.0590.06
89.99
89.92 90.01
90.17
90.15
89.98
90.13
90.06
90.14
90.16
90.14
89.70
89.58
89.56
89.63
89.6
689
.59
90.88
90.49
90.30
89.71
89.22
89.10
88.81
88.50
88.13
87.98
89.28
89.62
89.85
90.24
89.89
89.03
87.45
87.10
88.88
89.06
88.97
88.97
89.28
89.47
89.74
89.72
89.26
88.94
88.77
88.65
88.85
89.05
89.11
89.01
89.04
88.78
88.69
88.55
88.25
88.55
88.85
88.57
88.27
87.93
88.01
88.71
89.34
89.24
89
.22
89.15
86.30
86.60
85.87
85.14
85.47
86.1385.9285.62
85.17
84.57
84.21
84.35
83.81
84.0184.04
83.64
83.62
87.11 87.50
87.76
86.36
85.96
86.81
86.64
86.69
86.95
88.46
83.65
83.6183.5683.49
83.48
84.48
84.29
84.21
83.04
83.16
83.30
83.37
83.49
83.47
85.04
84.85
86.08
85.93
85.86
85.61
85.12
84.61
84.65
84.82
84.83
84.61
84.75
85.07
84.93
85.33
85.73
86.16
86.82
86.79
86.76
86.68
86.36
86.67
87.65
87.25
87.26
87.60
87.64
87.37
87.10
84.98
85.32
85.60
86.12
86.15
86.24
86.67
86.51
87.44
87.39
87.34
87.15
87.07
87.80
87.38
87.20
87.12
87.41
86.01
87.02
87.96
88.21
88.42
88
.7
5
88.66
88.4588.22
88.3788.15
87.96
89.21
89.0188.7
4
84.40
24
47
125 - DEAD
118
111
111 111
123
122
121
112
105
108
110
109
115
113 - DEAD
117
116
114
120
119
38
39
3433
35
37
36
106
107
32
29
30
31
41
40
28
27
42
26
25
GROUP 5
GROUP 5
GROUP 5
GROUP 5
GROUP 5
GROUP 5
GROUP 5
GROUP 5
GROUP 5
GROUP 5
GROUP 4 GROUP 4
21
22
23
24
25 26
27
2829
30
31
32
33
48
49
IF OTHER PIPES EXIST)(UNABLE TO DETERMINE
PARTIALLY FILLED PITDUE TO TRAFFICPIT NOT OPENED
LO
W P
OST & L
OG F
EN
CE
LO
W P
OST & L
OG F
EN
CE
LOW POST & LOG FENCE
LOW POST & LOG FENCE
1:250
DATE
A1
. FEATURE PLAN
CLIENT REV DATE REVISION DETAILS APPROVED SCALE
DRAWN
SURVEYED
CHECKED
SIZE
APPROVED
PROJECT
TITLE
DRAWING No.
PROJECT No. WBS TYPE DISC NUMBER REV
NOTATIONS
AM
VR 243321 0001 DRG UU
FOR INFORMATIONNOT FOR CONSTRUCTION
10/1
0/2
014
2:2
5:2
3 P
MP:\
CA
D-D
AT
A\S
VY\2
43321\0
01\3 Project
Delivery\C
AD
D\Dra
win
gs\S
UR\P
LO
TTIN
G\2
43321-0
001-D
RG-U
U-0
006.d
gn
000
www.aurecongroup.com
A
A 06/10/14 FOR INFORMATION ISSUE V.RICHARDS
SHEET OF 7
000
SITE SURVEY
BRANDON PARK, WHEELERS HILL
DW, DE, KI V.RICHARDS 06/10/14
DATE OF SURVEY SEPTEMBER 2014
REFER MELWAY EDITION 40, MAP 71 GRID C9
CONTOUR INTERVAL 0.2m
P.LEADER
WITH RL 89.266 QUOTED ON 8/08/2014.
REDUCED LEVELS ARE TO AHD VIDE MULGRAVE PM 469,
SURVEY DATUM MGA94 ZONE 55 VIDE MULGRAVE PM 1105.
ACADEMY
AV
BR
AN
DO
N P
AR
K
DR
VOLUME 11488 FOLIO 769
ON TP949300H
PARISH OF MULGRAVE
CROWN ALLOTMENT 2017
TURNED OFF FOR PLOTTING CLARITY
LEVELS MAY EXIST THAT HAVE BEEN
BEEN VERIFIED BY FIELD SURVEY
THE MAPBASE SHOWN HAS NOT
6
0006
E-1
E-1
(114.62 )
214.66
118.70
C21.55
A23.94
R15.24
P1DIRECTION AND NUMBER
INDICATES PHOTOGRAPH
FOR CONTINUATION REFER TO DRG No. 243321-0001-DRG-UU-0005
MGA
SCALE 1:250
2.5 0 5 10m