HC LOT 2127
SL 61.591
IL 60.514
HC LOT 2123
SL 55.495
IL 54.333
HC LOT 2128
SL 54.789
IL 53.542
HC LOT 2129
SL 54.492
IL 53.264
HC LOT 2130
SL 54.201
IL 52.974
HC LOT 2131
SL 54.321
IL 53.013
HC LOT 2147
SL 54.879
IL 53.469
HC LOT 2119
SL 55.627
IL 54.587
HC LOT 2148
SL 54.553
IL 53.204
HC LOT 2141
SL 54.978
IL 53.692
HC LOT 2149
SL 54.554
IL 53.181
HC LOT 2120
SL 56.263
IL 55.120
HC LOT 2122
SL 57.493
IL 56.361
HC LOT 2126
SL 60.934
IL 59.715
HC LOT 2125
SL 60.088
IL 59.012
HC LOT 2124
SL 59.270
IL 58.193
HC LOT 2123
SL 58.384
IL 57.236
HC LOT 2004
SL 66.335
IL 65.161
HC LOT 2002
SL 66.223
IL 64.905
HC LOT 2121
SL 56.791
IL 55.626
HC LOT 2001
SL 66.238
IL 65.042
HC LOT 2025
SL 66.352
IL 65.143
HC LOT 2026
SL 65.841
IL 64.550
HC LOT 2027
SL 65.226
IL 64.063
HC LOT 2028
SL 64.500
IL 63.318
HC LOT 2029
SL 63.660
IL 62.544
HC LOT 2030
SL 63.398
IL 62.121
HC LOT 2003
SL 66.233
IL 65.064
2149
2148
2147
2146
2145
2143
2142
2141
2140
2139
2138
2137
2136
2135
2134
2133
2132
2131
2130
2129
2128
2127
2126
2125
2124
2123
2122
2121
2120
2119
2118
2117
2116
2115
2114
2113
2112
2111
2110
2109
2108
2107
2106
2105
2104
2103
2102
2101
2100
2099
2098
2097
20962095
2094
2093
2092
2091
2090
2089
2088
2087
2086
2085
2084
2083
2082
2036
2035
2034
2033
2032
2031
2030
2029
2028
2027
2026
2025
2024
2023
2022
2021
2020
2019
2018
2037
2017
2016
2015
2014
2013
2012
2011
2010
2009
2008
2007
2006
2005
2004
2003
2002
2001
SL 72.22
SL 69.035
SL 70.286
SL 66.25
SL 66.202
SL 65.989
SL 65.161
SL 62.458
SL 63.17
SL 63.26
SL 57.896
SL 56.707
SL 55.591
SL 54.815
SL 55.32
SL 54.651
SL 54.811
SL 54.228
SL 54.179
SL 53.717
UIL
58.8
50(m
)
UIL 60.573(m)
UIL 63.967(m)
DIL 60.717(m)
Ø 150 PVC-U SN8
UIL 70.698(m
)
DIL 67.176(m
)
Ø 225 P
VC
-U
S
N8
100.999(m
)
3.485%
UIL 67.108(m
)
DIL 64.551(m
)
Ø 225 P
VC
-U
S
N8
94.776(m
)
2.697%
UIL 64.480(m)
DIL 60.139(m)
Ø 225 PVC-U SN8
118.480(m)
3.661%
UIL 59.961(m)
DIL 54.015(m)
Ø 225 PVC-U SN8
118.831(m)
4.997%
U
IL
5
3
.9
3
0
(m
)
D
IL
4
9
.6
4
8
(m
)Ø
2
2
5
P
V
C
-U
S
N
81
1
8
.7
9
5
(m
)
3
.6
0
2
%
Ø
300 P
V
C
-U
S
N
8
UIL 65.293(m)
DIL 64.070(m)
Ø 150 PVC-U SN8
UIL 51.505(m
)
DIL 51.336(m
)
Ø 150 P
VC
-U
S
N8
30.403(m
)
0.556%
U
I
L
5
1
.
6
3
9
(
m
)
D
I
L
5
1
.
5
4
1
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
1
5
.
6
2
5
(
m
)0
.
6
2
7
%
UIL 52.720(m
)
DIL 51.694(m
)
Ø 150 P
VC
-U
S
N8
32.670(m
)
3.139%
UIL 64.130(m
)
DIL 63.934(m
)
Ø 150 P
VC
-U
S
N8
31.978(m
)
0.607%
U
IL
6
3
.9
3
4
(m
)
D
IL
6
3
.9
1
3
(m
)
Ø
1
5
0
P
V
C
-U
S
N
8
3
.7
3
3
(m
)
0
.6
0
7
%
UIL 60.641(m)
DIL 60.302(m)
Ø 150 PVC-U SN8
6.671(m)
5.075%
UIL 61.002(m)
DIL 60.985(m)
Ø 150 PVC-U SN8
1.123(m)
1.515%
UIL 60.885(m
)
DIL 60.084(m
)
Ø 150 P
VC
-U
S
N8
34.649(m
)
2.311%
UIL 52.165(m)
DIL 52.037(m)
Ø 150 PVC-U SN8
23.269(m)
0.550%
UIL 53.186(m)
DIL 53.182(m)
Ø 150 PVC-U SN8
1.210(m)
0.331%
UIL
5
3.1
31
(m
)
DIL
5
2.6
92
(m
)
Ø 1
50
P
VC
-U
S
N8
33
.0
60
(m
)
1.3
28
%
U
I
L
5
2
.
6
9
2
(
m
)
D
I
L
5
2
.
5
9
4
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
6
.
6
4
6
(
m
)
1
.
4
7
4
%
UIL 51.721(m)
DIL 51.661(m)
Ø 150 PVC-U SN8
6.504(m)
0.922%
UIL 52.781(m)
DIL 52.771(m)
Ø 150 PVC-U SN8
1.462(m)
0.684%
U
I
L
5
9
.
9
6
0
(
m
)
D
I
L
5
9
.
1
5
7
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
1
6
.
2
4
3
(
m
)4
.
9
3
7
%
UIL 64.156(m
)
DIL 63.774(m
)
Ø 150 P
VC
-U
S
N8
37.501(m
)
1.019%
UIL 63.333(m
)
DIL 62.330(m)
Ø 150 PVC
-U SN
8
19.969(m)
5.016%
UIL 62.252(m)
DIL 60.641(m)
Ø 150 PVC-U SN8
33.182(m)
4.849%
UIL 59.157(m)
DIL 55.799(m)
Ø 150 PVC-U SN8
68.020(m)
4.931%
UIL 55.707(m)
DIL 53.787(m)
Ø 150 PVC-U SN8
57.009(m)
3.366%
UIL 52.009(m)
DIL 51.721(m)
Ø 150 PVC-U SN8
53.797(m)
0.535%
UIL 52.423(m
)
DIL 51.554(m
)
Ø 150 P
VC
-U
S
N8
31.277(m
)
2.777%
UIL 51.524(m)
UIL 63.745(m)
DIL 63.652(m)
Ø 150 PVC-U SN8
11.518(m)
0.807%
UIL 65.572(m)
DIL 64.180(m)
Ø 150 PVC-U SN8
6.952(m)
19.579%
0,96
0,78
0,73
0,71
6,48
9,44
0,64
6,67
0,87
6,54
0,65
6,24
1,22
6,59
6,69
5,35
0,85
0,84
1,12
6,83
0,92
6,59
0,8
6,54
0,58
6,69
6,29
0,8
0,92
6,56
0,77
6,24
0,82
6,35
0,92
6,54
0,43
0
,4
4
0,77
7,01
0,6
6,35
0,56
6,59
0,66
6,43
0
,
6
3
1
,3
6
0,53
6,97
3,18
6,78
1,36
3,13
1,53
2,1
2,08
8,03
8,09
3,52
3,57
0,96
2,35
1,72
1,83
2,24
2,23
2,31
2,35
2,29
2,32
2,26
1,74
1,68
1,8
3
TE
VIO
T R
OA
D
EVERLEIGH DRIVE
BO
TA
NIC
A R
OA
D
MO
SS
S
TR
EE
T
OL
IV
E A
VE
NU
E
OLIVE AVENUE
3,59
8,1
2,21
2,39
2,32
2,32
2,24
2,21
7,91
SL 66.016
SL 65.863
SL63.121
SL 61.949
SL 54.896
SL 53.878
UIL 52.483(m)
DIL 52.469(m)
Ø 150 PVC-U SN8
2.261(m)
0.619%
3,51
SL 66.271
SL 66.200
SL 63.184
SL 55.392
SL 54.856
SL 54.718
15
T1
16
T1
17
T1
2
25DEC
2
25
9
20DEC
9
20
1
25
8
20
1
24DEC
1
24
6
20
7
20
14
T1
15
16
5
20
13
T1
4
20
3
20
1
23
1
23DEC
1
22DEC
1
22
1
21DEC
1
21
2
20
1
20
12
T1
HB5
20
UIL 63.582(m)
DIL 63.333(m)
Ø 150 PVC-U SN8
5.292(m)
4.701%
SL 66.098
HB3
20
HB2
20
HB4
20
HB1
23
HB1
20
UIL 64.180(m)
DIL 64.157(m)
Ø 150 PVC-U SN8
1.144(m)
2.009%
KE
SS
EL
S B
OU
LE
VA
RD
PROJECT
CONTOUR INTERVAL
SHEET N°
CHECKED
DRAWN
LEVEL ORIGIN
DATUM
DATE
DATE
CLIENT
ASSOCIATE CONSULTANT
LOCAL GOVERNMENT
SCALE
ISSUE DATE AUTHOR COMMENTS
PLAN NUMBER REVISION
DRAWING TITLEMGA94 Zone 56
PM61308 RL 54.660
N/A
DAM
LS
1 OF 4
ASC-SEWER-01-1183
PREMISE
LCC
EVERLEIGH PRECINCT 1.1
SUBDIVISION INFRASTRUCTURE WORKS
MIRVAC
31/10/2018
-
31/10/2018
AS CONSTRUCTED SEWER
JOINS DRAWING ASC-SEWER-02-1183
0 10
SCALE 1:1000 A3
403020 50m
SA 6609
31/10/2018
LEE SCORRAR
AS CONSTRUCTED
7295
Keith Howells
22/11/2018
HC LOT 1293
SL 55.614
IL 54.448
HC LOT 1116
SL 59.540
IL 58.276
HC LOT 1122
SL 56.227
IL 54.906
HC LOT 1029
SL 67.190
IL 65.858
HC LOT 1030
SL 66.305
IL 64.940
HC LOT 1031
SL 65.518
IL 64.131
HC LOT 1266
SL 55.250
IL 54.073
HC LOT 1265
SL 55.600
IL 54.403
HC LOT 1264
SL 56.100
IL 54.705
HC LOT 1120
SL 57.221
IL 55.817
HC LOT 1117
SL 58.703
IL 57.500
HC LOT 1115
SL 60.090
IL 58.946
HC LOT 1038
SL 60.958
IL 59.632
HC LOT 1037
SL 61.645
IL 60.333
HC LOT 1296
SL 57.793
IL 56.602
HC LOT 1133
SL 57.976
IL 56.947
HC LOT 1261
SL 56.037
IL 54.965
HC LOT 1294
SL 56.132
IL 54.925
HC LOT 1292
SL 54.905
IL 53.707
HC LOT 1032
SL 64.636
IL 63.433
HC LOT 1033
SL 63.963
IL 62.686
HC LOT 1034
SL 63.460
IL 62.213
HC LOT 1035
SL 62.653
IL 61.373
HC LOT 1036
SL 62.167
IL 60.974
HC LOT 2150
SL 54.178
IL 52.753
HC LOT 2151
SL 53.818
IL 52.571
HC LOT 1118
SL 58.117
IL 56.822
HC LOT 1119
SL 57.705
IL 56.269
HC LOT 1121
SL 56.657
IL 55.523
HC LOT 2149
SL 54.554
IL 53.181
HC LOT 1316
SL 53.465
IL 52.271
HC LOT 1317
SL 53.723
IL 52.582
HC LOT 1262
SL 57.259
IL 55.840
HC LOT 1295
SL 58.043
IL 56.864
HC LOT 1134
SL 58.260
IL 56.939
HC LOT 1135
SL 58.067
IL 56.685
HC LOT 1136
SL 57.656
IL 56.512
HC LOT 1137
SL 57.023
IL 55.968
HC LOT 1138
SL 56.704
IL 55.590
HC LOT 1263
SL 57.737
IL 56.424
HC LOT 1257
SL 52.886
IL 51.633
HC LOT 1258
SL 53.024
IL 51.822
HC LOT 1259
SL 53.333
IL 52.179
HC LOT 1260
SL 53.807
IL 52.503
2151
2150
2149
1317
1316
1299
1298
1297
1296
1295
1294
1293
1292
1266
1265
1264
1263
1262
1261
1260
1259
1258
1257
1142
1141
1139
1138
1137
1136
1135
1134
1133
1132
1131
1130
1129
1128
1127
1126
1125
1124
1123
1122
1121
1120
1119
1118
1117
1116
1115
1114
1113
1112
1111
1110
1109
1108
1107
1106
1105
1104
1103
1102
1101
1100
1099
1098
1097
1096
1095
1094
1093
1078
1077
1076
1075
1074
1056
1055
1054
10531052
1051
1050
1049
1048
1047
1046
1045
1044
1043
1042
1041
1040
1039
1038
1037
1036
1035
1034
1033
10321031
1030
1029
SL 65.862
SL 66.914
SL 62.443
SL 59.573
SL 53.717
SL 56.407
SL 54.912
SL 53.19
SL 53.749
SL 53.929
SL 57.171
SL 55.924
SL 55.989
SL 52.966
SL 55.598
SL 55.962
SL 57.762
SL 57.917
UIL 51.295(m
)
DIL 50.164(m
)
Ø 150 P
VC
-U
S
N8
U
I
L
5
1
.
6
0
4
(
m
)
D
I
L
5
1
.
2
9
5
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
6
.
3
2
8
(
m
)
4
.
8
7
7
%
U
I
L
5
1
.
1
2
9
(
m
)
D
I
L
5
0
.
9
9
4
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
1
.
8
9
3
(
m
)0
.
6
1
7
%
U
IL
5
4
.2
7
0
(m
)
D
IL
5
3
.0
4
9
(m
)
Ø
1
5
0
P
V
C
-U
S
N
8
4
5
.5
9
7
(m
)
2
.6
7
7
%
U
IL
5
6
.0
0
6
(m
)
D
IL
5
4
.9
2
0
(m
)
Ø
1
5
0
P
V
C
-U
S
N
8
2
9
.3
5
6
(m
)
3
.6
9
7
%
U
IL
5
6
.5
6
7
(m
)
D
IL
5
6
.0
0
6
(m
)Ø
1
5
0
P
V
C
-U
S
N
8
1
5
.0
9
1
(m
)
3
.7
1
5
%
U
IL 57.585(m
)
D
IL 56.567(m
)
Ø
150 P
VC
-U
S
N
8
27.444(m
)
3.707%
UIL
58.8
50(m
)
DIL
57.6
62(m
)
Ø 1
50 P
VC
-U S
N8
25.2
60(m
)
4.6
98%
UIL 60.573(m)
DIL 58.850(m)
Ø 150 PVC-U SN8
36.266(m)
4.746%
UIL 56.083(m
)
DIL 53.566(m
)
Ø 150 P
VC
-U
S
N8
82.428(m
)
3.052%
UIL 56.258(m
)
DIL 53.749(m
)
Ø 150 P
VC
-U
S
N8
75.853(m
)
3.306%
Ø
1
5
0
P
V
C
-
U
S
N
8
1
6
.
1
2
9
(
m
)
3
.
1
4
2
%
UIL 63.967(m)
DIL 60.717(m)
Ø 150 PVC-U SN8
58.905(m)
5.509%
U
I
L
5
0
.
9
9
4
(
m
)
D
I
L
5
0
.
8
9
5
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
1
4
.
9
9
5
(
m
)
0
.
6
6
0
%
U
I
L
5
0
.
8
9
5
(
m
)
D
I
L
5
0
.
7
4
0
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
7
.
7
4
5
(
m
)
0
.
5
5
9
%
U
IL
5
3
.9
3
0
(m
)
D
IL
4
9
.6
4
8
(m
)Ø
2
2
5
P
V
C
-U
S
N
81
1
8
.7
9
5
(m
)
3
.6
0
2
%
U
IL 49.564(m
)
D
IL 49.480(m
)
Ø
3
0
0
P
V
C
-U
S
N
8
12.445(m
)
0.675%
U
I
L
4
9
.
4
8
0
(
m
)
D
I
L
4
9
.
2
5
4
(
m
)
Ø
3
0
0
P
V
C
-
U
S
N
8
3
2
.
1
9
2
(
m
)
0
.
7
0
2
%
U
I
L
4
9
.
2
1
9
(
m
)
D
I
L
4
9
.
1
0
1
(
m
)
Ø
3
0
0
P
V
C
-
U
S
N
8
1
8
.
0
8
7
(
m
)
0
.
6
5
2
%
U
I
L
4
9
.
1
0
1
(
m
)
D
I
L
4
8
.
9
2
6
(
m
)
Ø
3
0
0
P
V
C
-
U
S
N
8
2
6
.
6
5
7
(
m
)
0
.
6
5
6
%
U
I
L
5
4
.
0
3
1
(
m
)
D
I
L
5
3
.
8
4
0
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
6
.
0
9
2
(
m
)
3
.
1
3
3
%
UIL 54.916(m)
DIL 54.889(m)
Ø 150 PVC-U SN8
0.954(m)
2.829%
U
IL
5
4
.8
6
0
(m
)
D
IL
5
3
.8
4
0
(m
)
Ø
1
5
0
P
V
C
-U
S
N
8
3
0
.9
6
4
(m
)
3
.2
9
2
%
UIL 53.840(m)
DIL 53.825(m)
Ø 150 PVC-U SN8
1.549(m)
0.968%
UIL 53.687(m
)
DIL 53.601(m
)
Ø 150 P
VC
-U S
N8
14.901(m)
0.5
77%
UIL 53
.5
06
(m
)
DIL 52
.1
64
(m
)
Ø 15
0 P
VC
-U
S
N8
26.6
74(m
)
5.0
25
%
U
I
L
5
2
.
1
6
4
(
m
)
D
I
L
5
1
.
5
6
9
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
1
2
.
0
1
4
(
m
)
4
.
9
4
6
%
UIL 65.293(m)
DIL 64.070(m)
Ø 150 PVC-U SN8
18.359(m)
6.647%
U
IL
5
1
.4
1
0
(
m
)
D
IL
5
1
.1
7
0
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
4
4
.6
0
1
(
m
)
0
.5
3
8
%
UIL 51.505(m
)
DIL 51.336(m
)
Ø 150 P
VC
-U
S
N8
30.403(m
)
0.556%
UIL 51.524(m)
DIL 51.282(m)
Ø 150 PVC-U SN8
41.282(m)
0.586%
1,35
3,77
2,04
1,56
2,15
1,5
1,39
1,42
1,39
1,47
3,56
1,57
1,64
2,53
1,49
2,82 2,46
1,64
1,52
2,4
9
2,52
1,65
2
,4
1
4
,4
3
2
,5
7
1
,4
1
,6
5
2
,5
3
2
,3
1
,6
4
1
,2
3
2
,6
2
1
,4
8
2
,3
8
4
,5
7
5
,
0
8
0,71
1,09
0,71
6,17
6,03
0,37
0,59
9,47
0,94
7,52
0,88
9,85
1,27
0,84
0,66
7,05
0,74
6,46
0,89
5,99
0
,
5
4
6
,
5
3
1
,
2
9
4
,
8
3
0
,
4
7
1
,
1
1
5
,
9
9
0,79
1,67
1,35
0,7
1,53
2,1
2,08
0,94
0,96
1
,
8
6
2
,
3
6
4,22
4,32
4,33
4,3
4,22
4,22
4
,2
4
,2
9
4
,2
1
2
,
2
8
3
,
2
8
3
,3
5
2,24
2
,
2
2
1
,
8
1
,
8
7
2
,
0
9
1,8
3
FOREST RO
AD
EVERLEIGH DRIVE
KE
SS
EL
S B
OU
LE
VA
RD
KE
SS
EL
S
B
OU
LE
VA
RD
TEAL CIRCUIT
GREENAWAY STREET
OP
AL
R
OA
D
TEAL CIRCUIT
GREENAWAY STREET
VE
RID
IA
N R
OA
D
0
,
8
7
6
,
3
1
0
,
9
8
6
,
4
6
2
,3
2
2,21
1,74
1,74
1,68
2
,
2
9
1,73
1,67
1,66
SL 58.342
SL 60.547
SL 57.662
SL 54.530
SL 53.436
SL 53.089
SL 56.020
SL 55.153
SL 53.324
SL 53.822
SL 55.737
SL 53.564
SL 53.573
SL 57.223
15
2
16
2
14
2
13
2
12
T1
1
30
10
2
11
T1
11
2
12
2
1
15
1
14
1
13
10
T1
2
12
9
3
12
14
2
13
E
7
HB12
T1
HB1
13
HB7
2
HB11
T1
HB6
2
HB8
HB9
3
HB2
7
1
15DEC
HB8
2
HB9
2
HB10
2
HB1
15
1,02
3
,
0
6
0
,
8
6
,
6
1
PROJECT
CONTOUR INTERVAL
SHEET N°
CHECKED
DRAWN
LEVEL ORIGIN
DATUM
DATE
DATE
CLIENT
ASSOCIATE CONSULTANT
LOCAL GOVERNMENT
SCALE
ISSUE DATE AUTHOR COMMENTS
PLAN NUMBER REVISION
DRAWING TITLEMGA94 Zone 56
PM61308 RL 54.660
N/A
DAM
LS
2 OF 4
ASC-SEWER-02-1183
PREMISE
LCC
EVERLEIGH PRECINCT 1.1
SUBDIVISION INFRASTRUCTURE WORKS
MIRVAC
31/10/2018
-
31/10/2018
AS CONSTRUCTED SEWER
0 10
SCALE 1:1000 A3
403020 50m
JOINS DRAWING ASC-SEWER-01-1183
JOINS DRAWING ASC-SEWER-03-1183
SA 6609
31/10/2018
LEE SCORRAR
AS CONSTRUCTED
7295
Keith Howells
22/11/2018
HC LOT 1293
SL 55.614
IL 54.448
HC LOT 1243
SL 46.013
IL 44.781
HC LOT 1315
SL 52.676
IL 51.394
HC LOT 1122
SL 56.227
IL 54.906
HC LOT 1269
SL 54.200
IL 52.890
HC LOT 1268
SL 54.500
IL 53.238
HC LOT 1267
SL 54.900
IL 53.642
HC LOT 1266
SL 55.250
IL 54.073
HC LOT 1265
SL 55.600
IL 54.403
HC LOT 1264
SL 56.100
IL 54.705
HC LOT 1296
SL 57.793
IL 56.602
HC LOT 1261
SL 56.037
IL 54.965
HC LOT 1294
SL 56.132
IL 54.925
HC LOT 1292
SL 54.905
IL 53.707
HC LOT 1270
SL 53.683
IL 52.463
HC LOT 1271
SL 52.669
IL 51.441
HC LOT 1276
SL 48.556
IL 47.484
HC LOT 1286
HC LOT 1272
SL 51.668
IL 50.429
HC LOT 1273
SL 50.828
IL 49.647
HC LOT 1275
SL 49.251
IL 48.114
HC LOT 1248
SL 49.779
IL 48.574
HC LOT 1249
SL 50.435
IL 49.213
HC LOT 1250
SL 51.161
IL 50.004
HC LOT 1251
SL 51.673
IL 50.416
HC LOT 1252
SL 52.048
IL 50.916
HC LOT 1253
SL 52.170
IL 51.084
HC LOT 1278
HC LOT 1314
SL 52.110
IL 50.858
HC LOT 1316
SL 53.465
IL 52.271
HC LOT 1317
SL 53.723
IL 52.582
HC LOT 1290
SL 52.084
IL 50.881
HC LOT 1244
SL 46.785
IL 45.601
HC LOT 1245
SL 47.976
IL 46.816
HC LOT 1246
SL 48.552
IL 47.390
HC LOT 1247
SL 49.070
IL 47.931
HC LOT 1291
SL 53.079
IL 51.851
HC LOT 1262
SL 57.259
IL 55.840
HC LOT 1295
SL 58.043
IL 56.864
HC LOT 1263
SL 57.737
IL 56.424
HC LOT 1274
SL 50.034
IL 48.826
HC LOT 1321
SL 48.893
IL 47.671
HC LOT 1319
SL 50.348
IL 49.339
HC LOT 1254
SL 52.346
IL 51.311
HC LOT 1287
SL 49.450
IL 48.251
HC LOT 1288
SL 50.179
IL 49.165
HC LOT 1320
SL 49.627
IL 48.512
HC LOT 1289
SL 51.081
IL 49.938
HC LOT 1256
SL 52.680
IL 51.506
HC LOT 1257
SL 52.886
IL 51.633
HC LOT 1258
SL 53.024
IL 51.822
HC LOT 1259
SL 53.333
IL 52.179
HC LOT 1260
SL 53.807
IL 52.503
HC LOT 1318
SL 51.444
IL 50.218
HC LOT 1255
SL 52.456
IL 51.338
805
802
804
1320
1319
1318
1317
1316
1315
1314
1302
1301
1300
1299
1298
1297
1296
1295
1294
1293
1292
1291
1290
1289
1288
1287
1286
1278
1277
1276
1275
1274
1273
1272
1271
1270
1269
1268
1267
1266
1265
1264
1263
1262
1261
1260
1259
1258
1257
1256
1255
1254
1253
1252
1251
1250
1249
1248
1247
1246
1245
1244
1243
1242
1135
1134
1133
1132
1122
SL 54.912
SL 53.749
SL 53.929
SL 55.924
SL 55.989
SL 52.966
SL 52.748
SL 52.257
SL 55.598
SL 51.820
SL 51.925
SL 53.22
SL 54.823
SL 55.962
SL 57.762
SL 57.917
SL 48.804
SL 50.345
SL 52.097
SL 51.61
SL 52.626
SL 51.315
SL 47.51
SL 46.602
SL 48.448
SL 48.352
SL 45.346
SL 44.517
SL 44.362
SL 44.519
SL 45.455
U
I
L
4
8
.
7
5
7
(
m
)
D
I
L
4
5
.
5
6
3
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
U
I
L
4
9
.
2
7
3
(
m
)
D
I
L
4
5
.
8
4
7
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
6
7
.
9
5
3
(
m
)
5
.
0
4
3
%
UIL 50.070(m
)
DIL 49.273(m
)
Ø 150 P
VC
-U
S
N8
15.944(m
)
4.993%
UIL 51.295(m
)
DIL 50.164(m
)
Ø 150 P
VC
-U
S
N8
22.191(m
)
5.090%
U
I
L
5
1
.
6
0
4
(
m
)
D
I
L
5
1
.
2
9
5
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
6
.
3
2
8
(
m
)
4
.
8
7
7
%
UIL 48.093(m)
DIL 46.421(m)
Ø 150 PVC-U SN8
29.456(m)
5.667%
U
I
L
5
0
.
0
5
5
(
m
)
D
I
L
4
8
.
0
9
3
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
3
4
.
4
8
4
(
m
)
5
.
6
8
0
%
U
I
L
5
1
.
4
1
5
(
m
)
D
I
L
5
0
.
1
5
1
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
2
.
1
0
4
(
m
)
5
.
7
0
9
%
U
I
L
4
7
.
2
0
4
(
m
)
D
I
L
4
6
.
2
0
3
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
1
.
7
2
6
(
m
)
4
.
6
0
2
%
UIL 48.352(m)
DIL 47.204(m)
Ø 150 PVC-U SN8
16.309(m)
7.021%
UIL 49.254(m)
DIL 48.352(m)
Ø 150 PVC-U SN8
15.630(m)
5.762%
U
I
L
5
0
.
6
1
1
(
m
)
D
I
L
4
9
.
8
4
2
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
1
5
.
6
4
1
(
m
)
4
.
9
1
1
%
U
I
L
5
2
.
0
0
0
(
m
)
D
I
L
5
0
.
6
1
1
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
8
.
3
9
7
(
m
)
4
.
8
8
6
%
U
I
L
5
1
.
1
2
9
(
m
)
D
I
L
5
0
.
9
9
4
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
1
.
8
9
3
(
m
)0
.
6
1
7
%
UIL 56.083(m
)
DIL 53.566(m
)
Ø 150 P
VC
-U
S
N8
82.428(m
)
3.052%
UIL 56.258(m
)
DIL 53.749(m
)
Ø 150 P
VC
-U
S
N8
75.853(m
)
3.306%
U
I
L
5
2
.
3
8
4
(
m
)
D
I
L
5
1
.
3
3
8
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
9
.
4
0
1
(
m
)
3
.
5
5
5
%
U
I
L
5
2
.
8
7
0
(
m
)
D
I
L
5
2
.
3
8
4
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
1
5
.
0
4
4
(
m
)
3
.
2
2
9
%
U
I
L
5
3
.
7
9
2
(
m
)
D
I
L
5
2
.
8
7
0
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
5
.
7
7
2
(
m
)
3
.
5
7
5
%
U
I
L
5
3
.
8
4
0
(
m
)
D
I
L
5
3
.
3
3
3
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
1
6
.
1
2
9
(
m
)
3
.
1
4
2
%
U
I
L
5
0
.
9
9
4
(
m
)
D
I
L
5
0
.
8
9
5
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
1
4
.
9
9
5
(
m
)
0
.
6
6
0
%
UIL
40.1
95(m
)
DIL
40.1
26(m
)
Ø
375 P
VC
-U
SN
8
13.6
60(m
)
0.5
05%
UIL
40.2
84(m
)
DIL
40.2
30(m
)
Ø 3
75 P
VC
-U S
N8
14.3
97(m
)
0.3
75%
U
IL
4
0
.3
5
2
(
m
)
D
IL
4
0
.2
8
4
(
m
)
Ø
3
7
5
P
V
C
-
U
S
N
8
1
4
.6
4
6
(
m
)
0
.4
6
4
%
U
I
L
4
0
.
4
6
2
(
m
)
D
I
L
4
0
.
4
0
0
(
m
)
Ø
3
7
5
P
V
C
-
U
S
N
8
1
5
.
2
6
7
(
m
)
0
.
4
0
6
%
U
I
L
4
0
.
5
1
9
(
m
)
D
I
L
4
0
.
4
6
2
(
m
)
Ø
3
7
5
P
V
C
-
U
S
N
8
1
1
.
7
5
1
(
m
)
0
.
4
8
5
%
U
I
L
4
0
.
7
6
7
(
m
)
D
I
L
4
0
.
5
5
0
(
m
)
Ø
3
0
0
P
V
C
-
U
S
N
8
3
4
.
4
7
7
(
m
)
0
.
6
2
9
%
UIL 40.827(m)
DIL 40.767(m)
Ø 300 PVC-U SN8
9.718(m)
0.617%
U
I
L
4
6
.
4
2
9
(
m
)
D
I
L
4
3
.
4
3
0
(
m
)
Ø
3
0
0
P
V
C
-
U
S
N
8
8
6
.
2
9
5
(
m
)
3
.
4
7
3
%
U
I
L
4
6
.
7
6
1
(
m
)
D
I
L
4
6
.
4
9
4
(
m
)
Ø
3
0
0
P
V
C
-
U
S
N
8
2
3
.
4
7
8
(
m
)
1
.
1
3
7
%
U
I
L
4
7
.
4
9
4
(
m
)
D
I
L
4
6
.
7
6
1
(
m
)
Ø
3
0
0
P
V
C
-
U
S
N
8
2
8
.
9
0
7
(
m
)
2
.
5
3
1
%
U
I
L
4
8
.
0
8
2
(
m
)
D
I
L
4
7
.
4
9
4
(
m
)
Ø
3
0
0
P
V
C
-
U
S
N
8
3
0
.
5
6
6
(
m
)
1
.
9
2
3
%
U
I
L
4
8
.
3
7
5
(
m
)
D
I
L
4
8
.
1
5
8
(
m
)
Ø
3
0
0
P
V
C
-
U
S
N
8
3
2
.
5
1
0
(
m
)
0
.
6
6
7
%
U
I
L
4
8
.
5
5
9
(
m
)
D
I
L
4
8
.
3
7
5
(
m
)
Ø
3
0
0
P
V
C
-
U
S
N
8
2
7
.
6
8
1
(
m
)
0
.
6
6
5
%
U
I
L
5
0
.
8
9
5
(
m
)
D
I
L
5
0
.
7
4
0
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
7
.
7
4
5
(
m
)
0
.
5
5
9
%
U
I
L
4
9
.
2
1
9
(
m
)
D
I
L
4
9
.
1
0
1
(
m
)
Ø
3
0
0
P
V
C
-
U
S
N
8
1
8
.
0
8
7
(
m
)
0
.
6
5
2
%
U
I
L
4
9
.
1
0
1
(
m
)
D
I
L
4
8
.
9
2
6
(
m
)
Ø
3
0
0
P
V
C
-
U
S
N
8
2
6
.
6
5
7
(
m
)
0
.
6
5
6
%
U
I
L
4
8
.
8
7
7
(
m
)
D
I
L
4
8
.
5
5
9
(
m
)
Ø
3
0
0
P
V
C
-
U
S
N
8
4
2
.
8
9
6
(
m
)
0
.
7
4
1
%
Ø 225 P
VC
-U
S
N8
U
I
L
5
0
.
6
9
4
(
m
)
D
I
L
5
0
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5
3
1
(
m
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1
5
0
P
V
C
-
U
S
N
8
3
0
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3
6
7
(
m
)
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.
5
3
7
%
U
I
L
5
0
.
4
7
8
(
m
)
D
I
L
5
0
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3
1
1
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
6
.
2
1
0
(
m
)
0
.
6
3
7
%
U
I
L
5
0
.
3
1
1
(
m
)
D
I
L
5
0
.
1
1
9
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
6
.
6
9
9
(
m
)
0
.
7
1
9
%
U
I
L
5
4
.
0
3
1
(
m
)
D
I
L
5
3
.
8
4
0
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
6
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0
9
2
(
m
)
3
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1
3
3
%
U
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5
4
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6
0
(m
)
D
IL
5
3
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4
0
(m
)
Ø
1
5
0
P
V
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N
8
3
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6
4
(m
)
3
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9
2
%
UIL 53.840(m)
DIL 53.825(m)
Ø 150 PVC-U SN8
1.549(m)
0.968%
UIL 53.687(m
)
DIL 53.601(m
)
Ø 150 P
VC
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14.901(m)
0.577%
UIL
5
3.5
06
(m
)
DIL
5
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(m
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50
P
VC
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S
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26
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(m
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%
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5
2
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1
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4
(
m
)
D
I
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1
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5
6
9
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Ø
1
5
0
P
V
C
-
U
S
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8
1
2
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0
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4
(
m
)
4
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4
6
%
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5
1
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1
0
(
m
)
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IL
5
1
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7
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(
m
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0
P
V
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8
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(
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6
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(
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3
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m
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I
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6
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1
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(
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)
D
I
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4
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4
9
(
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5
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4
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3
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1
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m
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4
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I
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1
2
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(
m
)
D
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0
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V
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L
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(
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V
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5
(
m
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I
L
4
7
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5
7
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(
m
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D
I
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5
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8
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V
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8
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6
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m
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I
L
4
8
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3
8
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(
m
)
D
I
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4
7
.
5
7
0
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m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
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4
(
m
)
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7
1
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U
I
L
4
8
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8
0
9
(
m
)
D
I
L
4
8
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4
4
3
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m
)
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1
5
0
P
V
C
-
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S
N
8
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1
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2
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m
)
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9
9
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U
I
L
4
9
.
3
5
6
(
m
)
D
I
L
4
8
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8
0
9
(
m
)
Ø
1
5
0
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V
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U
S
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8
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6
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5
(
m
)
1
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6
7
6
%
UIL 44.272(m)
DIL 44.235(m)
Ø 150 PVC-U SN8
6.587(m)
0.563%
5
,
0
8
0,71
1,09
0,71
6,17
6,03
0,37
0,59
9,47
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5
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1
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5
6
0
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8
7
6
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3
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2,21
1,74
1,74
1,68
2
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1,73
1,67
1,66
1
,
2
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6
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6
SL 47.323
SL 54.530
SL 53.436
SL 53.089
SL 52.061
SL 51.071
SL 49.347
SL 45.397
SL 54.697
SL 55.250
SL 56.020
SL 45.475
SL 55.153
SL 44.357
SL 45.251
SL 49.897
SL 50.959
SL 51.993
SL 51.770
SL 44.631
SL 52.193
SL 53.324
SL 53.978
SL 50.523
SL 50.137
SL 49.747
SL 55.737
SL 53.564
HC LOT 1277
SL 47.500
IL 46.219
SL 53.573
SL 53.549
10
2
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1
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1
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10
T1
9
2
2
12
8
2
9
T1
7
2
1
12
8
3
9
3
12
14
2
13
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T1
HB7
T1
6
2
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T1
HB3
2
5
2
4
2
2
10
7
3
E
7
2
7
4
9
6
3
1
10
1
116
T1
3
2
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T1
5
T1
4
T1
HB1
13
HB7
2
HB11
T1
HB6
2
HB10
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HB9
T1
HB5
2
HB2
12
HB1
12
HB4
2
HB8
3
HB9
3
HB7
3
E
10
HB5
3
HB1
10
HB4
3
HB6
3
HB1
HB2
2
HB1
2
HB6
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7
HB4
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HB5
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7
0
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5
3
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6
7
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1
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7
9
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4
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0
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8
6
,
6
1
2
,
2
9
PROJECT
CONTOUR INTERVAL
SHEET N°
CHECKED
DRAWN
LEVEL ORIGIN
DATUM
DATE
DATE
CLIENT
ASSOCIATE CONSULTANT
LOCAL GOVERNMENT
SCALE
ISSUE DATE AUTHOR COMMENTS
PLAN NUMBER REVISION
DRAWING TITLEMGA94 Zone 56
PM61308 RL 54.660
N/A
DAM
LS
3 OF 4
ASC-SEWER-03-1183
PREMISE
LCC
EVERLEIGH PRECINCT 1.1
SUBDIVISION INFRASTRUCTURE WORKS
MIRVAC
31/10/2018
-
31/10/2018
AS CONSTRUCTED SEWER
0 10
SCALE 1:1000 A3
403020 50m
JOINS DRAWING ASC-SEWER-02-1183
JOINS DRAWING ASC-SEWER-04-1183
SA 6609
31/10/2018
LEE SCORRAR
AS CONSTRUCTED
7295
Keith Howells
22/11/2018
HC LOT 1243
SL 46.013
IL 44.781
HC LOT 1238
SL 46.412
IL 45.100
HC LOT 1292
SL 54.905
IL 53.707
HC LOT 1323
SL 47.972
IL 46.611
HC LOT 1271
SL 52.669
IL 51.441
HC LOT 1276
SL 48.556
IL 47.484
HC LOT 1237
SL 46.698
IL 45.553
HC LOT 1286
SL 48.425
IL 47.201
HC LOT 1272
SL 51.668
IL 50.429
HC LOT 1273
SL 50.828
IL 49.647
HC LOT 1275
SL 49.251
IL 48.114
HC LOT 1312
SL 50.162
IL 49.095
HC LOT 1311
SL 49.478
IL 48.321
HC LOT 1310
SL 48.971
IL 47.480
HC LOT 1309
SL 48.146
IL 46.921
HC LOT 1281
SL 46.309
IL 44.939
HC LOT 1248
SL 49.779
IL 48.574
HC LOT 1249
SL 50.435
IL 49.213
HC LOT 1236
SL 47.031
IL 45.641
HC LOT 1235
SL 47.225
IL 45.842
HC LOT 1234
SL 47.349
IL 46.032
HC LOT 1233
SL 47.421
IL 46.174
HC LOT 1344
SL 46.416
IL 45.148
HC LOT 1239
SL 46.079
IL 44.908
HC LOT 1240
SL 45.854
IL 44.740
HC LOT 1279
SL 45.838
IL 44.717
HC LOT 1280
SL 45.989
IL 44.857
HC LOT 1278
SL 47.167
IL 45.891
HC LOT 1285
SL 47.457
IL 46.340
HC LOT 1283
SL 46.898
IL 45.773
HC LOT 1282
SL 46.456
IL 45.369
HC LOT 1334
SL 46.791
IL 45.693
HC LOT 1333
SL 47.045
IL 45.909
HC LOT 1332
SL 47.190
IL 46.099
HC LOT 1331
SL 47.752
IL 46.263
HC LOT 1284
SL 47.423
IL 45.988
HC LOT 1324
SL 48.198
IL 46.982
HC LOT 1290
SL 52.084
IL 50.881
HC LOT 1242
SL 45.956
IL 44.515
HC LOT 1244
SL 46.785
IL 45.601
HC LOT 1245
SL 47.976
IL 46.816
HC LOT 1246
SL 48.552
IL 47.390
HC LOT 1247
SL 49.070
IL 47.931
HC LOT 1291
SL 53.079
IL 51.851
HC LOT 1274
SL 50.034
IL 48.826
HC LOT 1321
SL 48.893
IL 47.671
HC LOT 1319
SL 50.348
IL 49.339
HC LOT 1325
SL 48.349
IL 47.188
HC LOT 1326
SL 48.498
IL 47.335
HC LOT 1322
SL 48.164
IL 46.893
HC LOT 1287
SL 49.450
IL 48.251
HC LOT 1288
SL 50.179
IL 49.165
HC LOT 1320
SL 49.627
IL 48.512
HC LOT 1289
SL 51.081
IL 49.938
HC LOT 1318
SL 51.444
IL 50.218
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1322
1321
1320
1319
1318
1311
1310
1309
1326
1325
1324
1323
1334
1333
1332
1331
1330
1329
1328
1327
1308
1293
1292
1291
1290
1289
1288
1287
1286
1285
1284
1283
1282
1281
1280
1279
1278
1277
1276
1275
1274
1273
1272
1271
1249
1248
1247
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1245
1244
1243
1242
1241
1240
1239
1238
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1235
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1233
1232
1344
SL 54.823
SL 48.804
SL 52.097
SL 51.61
SL 52.626
SL 51.315
SL 47.51
SL 46.602
SL 48.448
SL 48.352
SL 47.987
SL 48.057
SL 47.988
SL 48.357
SL 48.534
SL 47.348
SL 45.346
SL 44.517
SL 44.362
SL 44.519
SL 45.455
SL 44.788
SL 44.73
SL 45.559
SL 46.052
SL 46.002
SL 46.571
SL 47.436
SL 47.413
U
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4
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(
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D
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(
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8
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6
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0
(
m
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U
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6
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(
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D
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4
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U
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(
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V
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8
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3
(
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U
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4
6
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(
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D
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(
m
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V
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8
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U
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(
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)
D
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4
5
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6
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(
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)
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V
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8
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5
.
4
8
0
%
U
I
L
4
9
.
2
7
3
(
m
)
D
I
L
4
5
.
8
4
7
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
6
7
.
9
5
3
(
m
)
5
.
0
4
3
%
DIL 49.273(m
)
Ø 150 P
VC
-U
S
N8
15.944(m
)
4.993%
DIL 50.164(m
)
Ø 150 P
VC
-U
S
N8
22.191(m
)
5.090%
U
I
L
5
1
.
6
0
4
(
m
)
D
I
L
5
1
.
2
9
5
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
6
.
3
2
8
(
m
)
4
.
8
7
7
%
UIL 48.093(m)
DIL 46.421(m)
Ø 150 PVC-U SN8
29.456(m)
5.667%
U
I
L
5
0
.
0
5
5
(
m
)
D
I
L
4
8
.
0
9
3
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
3
4
.
4
8
4
(
m
)
5
.
6
8
0
%
U
I
L
5
1
.
4
1
5
(
m
)
D
I
L
5
0
.
1
5
1
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
2
.
1
0
4
(
m
)
5
.
7
0
9
%
U
I
L
4
7
.
2
0
4
(
m
)
D
I
L
4
6
.
2
0
3
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
1
.
7
2
6
(
m
)
4
.
6
0
2
%
UIL 48.352(m)
DIL 47.204(m)
Ø 150 PVC-U SN8
16.309(m)
7.021%
UIL 49.254(m)
DIL 48.352(m)
Ø 150 PVC-U SN8
15.630(m)
5.762%
U
I
L
5
0
.
6
1
1
(
m
)
D
I
L
4
9
.
8
4
2
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
1
5
.
6
4
1
(
m
)
4
.
9
1
1
%
U
I
L
5
2
.
0
0
0
(
m
)
D
I
L
5
0
.
6
1
1
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
8
.
3
9
7
(
m
)
4
.
8
8
6
%
U
I
L
4
5
.
1
7
1
(
m
)
D
I
L
4
4
.
3
8
7
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
6
9
.
2
5
6
(
m
)
1
.
1
3
2
%
U
I
L
4
4
.
3
5
6
(
m
)
D
I
L
4
4
.
0
4
1
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
5
3
.
9
0
0
(
m
)
0
.
5
8
4
%
U
I
L
4
4
.
0
4
1
(
m
)
D
I
L
4
3
.
9
3
3
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
1
9
.
6
8
3
(
m
)
0
.
5
4
9
%
U
IL
3
9
.9
1
0
(m
)
D
IL
3
9
.8
3
9
(m
)
Ø
3
7
5
P
V
C
-U
S
N
8
1
8
.3
5
0
(m
)
0
.3
8
7
%
UIL 39.977(m)
DIL 39.910(m)
Ø 375 PVC-U SN8
13.966(m)
0.480%
U
IL
4
0
.0
7
5
(m
)
D
IL
4
0
.0
1
6
(m
)Ø
3
7
5
P
V
C
-U
S
N
8
1
4
.3
5
2
(m
)
0
.4
1
1
%
U
IL
4
0
.1
2
6
(
m
)
D
IL
4
0
.0
7
5
(
m
)
Ø
3
7
5
P
V
C
-U
S
N
8
1
4
.9
7
5
(m
)
0
.3
4
1
%
UIL
40.1
95(m
)
DIL
40.1
26(m
)
Ø 3
75 P
VC
-U
SN
8
13.6
60(m
)
0.5
05%
UIL
40.2
84(m
)
DIL
40.2
30(m
)
Ø 3
75 P
VC
-U S
N8
14.3
97(m
)
0.3
75%
U
IL
4
0
.3
5
2
(
m
)
D
IL
4
0
.2
8
4
(
m
)
Ø
3
7
5
P
V
C
-
U
S
N
8
1
4
.6
4
6
(
m
)
0
.4
6
4
%
U
I
L
4
0
.
4
6
2
(
m
)
D
I
L
4
0
.
4
0
0
(
m
)
Ø
3
7
5
P
V
C
-
U
S
N
8
1
5
.
2
6
7
(
m
)
0
.
4
0
6
%
U
I
L
4
0
.
5
1
9
(
m
)
D
I
L
4
0
.
4
6
2
(
m
)
Ø
3
7
5
P
V
C
-
U
S
N
8
1
1
.
7
5
1
(
m
)
0
.
4
8
5
%
U
I
L
4
0
.
7
6
7
(
m
)
D
I
L
4
0
.
5
5
0
(
m
)
Ø
3
0
0
P
V
C
-
U
S
N
8
3
4
.
4
7
7
(
m
)
0
.
6
2
9
%
UIL 40.827(m)
DIL 40.767(m)
Ø 300 PVC-U SN8
9.718(m)
0.617%
U
I
L
4
6
.
4
2
9
(
m
)
D
I
L
4
3
.
4
3
0
(
m
)
Ø
3
0
0
P
V
C
-
U
S
N
8
8
6
.
2
9
5
(
m
)
3
.
4
7
3
%
Ø
3
0
0
P
V
C
-
U
S
N
8
2
3
.
4
7
8
(
m
)
1
.
1
3
7
%
U
I
L
4
3
.
7
1
0
(
m
)
D
I
L
4
3
.
6
0
4
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
1
9
.
7
0
8
(
m
)
0
.
5
3
8
%
UIL 40.120(m)
DIL 40.090(m)
Ø 225 PVC-U SN8
3.917(m)
0.766%
U
I
L
4
1
.
2
9
5
(
m
)
D
I
L
4
1
.
1
9
6
(
m
)
Ø
2
2
5
P
V
C
-
U
S
N
8
1
8
.
0
7
9
(
m
)
0
.
5
4
8
%
UIL 41.158(m
)
DIL 41.062(m
)
Ø 225 P
VC
-U
S
N8
18.161(m
)
0.529%
U
I
L
4
3
.
4
7
9
(
m
)
D
I
L
4
3
.
3
4
5
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
0
.
4
8
7
(
m
)
0
.
6
5
4
%
UIL 43.094(m)
DIL 43.075(m)
Ø 150 PVC-U SN8
4.056(m)
0.469%
U
I
L
4
1
.
6
1
9
(
m
)
D
I
L
4
1
.
3
7
4
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
4
5
.
2
2
7
(
m
)
0
.
5
4
2
%
U
I
L
5
2
.
8
0
4
(
m
)
D
I
L
5
2
.
0
0
0
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
1
4
.
6
5
4
(
m
)
5
.
4
7
8
%
U
I
L
4
6
.
1
1
5
(
m
)
D
I
L
4
5
.
9
4
9
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
1
0
.
5
0
2
(
m
)
1
.
5
8
0
%
U
I
L
4
4
.
3
1
7
(
m
)
D
I
L
4
4
.
1
9
1
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
3
.
1
0
7
(
m
)
0
.
5
4
5
%
UIL 42.132(m)
DIL 41.962(m)
Ø 150 PVC-U
SN8
22.233(m)
0.765%
U
I
L
4
3
.
1
2
9
(
m
)
D
I
L
4
3
.
0
9
4
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
7
.
2
8
3
(
m
)
0
.
4
8
1
%
U
I
L
4
3
.
3
1
5
(
m
)
D
I
L
4
3
.
1
2
9
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
3
1
.
3
7
5
(
m
)
0
.
5
9
3
%
U
I
L
4
7
.
5
7
0
(
m
)
D
I
L
4
5
.
9
8
9
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
4
2
.
3
9
6
(
m
)
3
.
7
2
7
%
UIL 39.932(m)
DIL 39.902(m)
Ø 375 PVC-U SN8
3.967(m)
0.756%
UIL 42.192(m)
DIL 42.132(m)
Ø 150 PVC-U SN8
8.091(m)
0.742%
UIL 42.436(m)
DIL 42.232(m)
Ø 150 PVC-U SN8
19.940(m)
1.023%
UIL 44.272(m)
DIL 44.235(m)
Ø 150 PVC-U SN8
6.587(m)
0.563%
U
I
L
4
4
.
4
5
0
(
m
)
D
I
L
4
4
.
2
7
2
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
3
5
.
1
7
1
(
m
)
0
.
5
0
6
%
U
I
L
4
4
.
6
1
2
(
m
)
D
I
L
4
4
.
5
4
8
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
1
1
.
0
6
0
(
m
)
0
.
5
7
9
%
UIL 45.475(m)
DIL 45.407(m)
Ø 150 PVC-U SN8
12.311(m)
0.557%
UIL 45.520(m)
DIL 45.475(m)
Ø 150 PVC-U SN8
6.679(m)
0.678%
UIL 45.542(m)
DIL 45.520(m)
Ø 150 PVC-U SN8
4.291(m)
0.513%
UIL 42.201(m)
DIL 42.192(m)
Ø 150 PVC-U
SN8
1.112(m)
0.809%
UIL 45.816(m)
DIL 45.761(m)
Ø 150 PVC-U SN8
10.276(m)
0.535%
UIL 46.094(m)
DIL 46.025(m)
Ø 150 PVC-U SN8
6.295(m)
1.096%
U
I
L
4
6
.
4
0
8
(
m
)
D
I
L
4
6
.
0
9
4
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
3
0
.
2
6
0
(
m
)
1
.
0
3
8
%
UIL 44.324(m)
DIL 44.262(m)
Ø 150 PVC-U
SN8
6.587(m)
0.944%
UIL 44.262(m)
DIL 44.217(m)
Ø 150 PVC-U
SN8
2.675(m)
1.686%
U
I
L
4
3
.
8
3
3
(
m
)
D
I
L
4
3
.
7
7
7
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
1
0
.
3
5
9
(
m
)
0
.
5
4
1
%
UIL 43.743(m)
DIL 43.710(m)
Ø 150 PVC-U SN8
6.344(m)
0.522%
UIL 46.025(m)
DIL 45.973(m)
Ø 150 PVC-U SN8
5.021(m)
1.036%
UIL 39.778(m)
DIL 39.747(m)
Ø 450 PVC-U SN8
4.070(m)
0.762%
6
,
4
9
0
,
4
2
0
,
9
4
6
,
4
2
6
,
3
2
1
,
1
4
1
,
1
5
6
,
8
1
0
,
7
3
6
,
8
0
,
7
6
6
,
5
4
0
,
6
6
1
,
4
5
0
,
6
8
0
,
6
6
6
,
6
2
0
,
7
7
6
,
5
1
7
,
4
6
0
,
7
4
0
,
8
3
6
,
4
7
0
,
6
3
0
,
6
2
0
,
9
6
6
,
6
6
5
,
9
3
0
,
8
7
0
,
8
3
6
0
,
8
2
6
,
8
5
0
,
8
6
6
,
5
8
6
,
5
1
1
,
0
3
0
,
8
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6
,
6
6
1
,
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4
9
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7
4
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5
6
6
,
9
5
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,
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9
6
,
4
2
6
,
3
4
0
,
9
6
6
,
4
9
1
,
2
9
6
,
6
6
0
,
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0
,
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8
6
,
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,
0
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,
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9
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9
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,
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,
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6
,
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9
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9
0
,
9
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,
9
3
0
,
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4
6
,
4
6
3
,
3
7
0
,
8
8
0
,
9
55
,
9
9
1
,
4
5
1,68
0
,
6
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,
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6
,
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4
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,
1
5
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8
5
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7
8
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7
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,
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,
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,
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,
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2,66
2
,
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,
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2
,
2
3
2
,
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1
,
7
6
1
,
7
7
2
,
3
2
,
3
3
2
,
2
7
2
,
3
4
1
,
7
3
1
,
7
2
1
,
6
9
1
,
7
3
2
,
2
9
2
,
3
1
2
,
3
2
1
,
8
1
,
7
8
V
I
N
E
W
A
Y
E
M
E
R
A
L
D
P
A
R
A
D
E
V
I
N
E
W
A
Y
G
R
O
V
E
S
T
R
E
E
T
1
,
8
1
,
8
1
,
2
4
6
,
6
SL 43.557
SL 43.358
SL 47.323
1
,
0
1
5
,
7
4
SL 49.347
SL 45.397
SL 45.412
SL 45.563
SL 45.475
SL 43.697
SL 44.357
SL 45.251
SL 44.631
SL 43.999
SL 53.978
SL 50.523
SL 50.137
SL 49.747
SL 47.448
SL 48.027
SL 47.997
SL 46.413
SL 46.076
SL 46.084
SL 48.053
SL 48.191
HC LOT 1241
SL 45.714
IL 44.443
HC LOT 1277
SL 47.500
IL 46.219
SL 43.473
UIL 45.211(m)
DIL 45.202(m)
Ø 150 PVC-U SN8
0.960(m)
0.937%
UIL 45.414(m)
DIL 45.402(m)
Ø 150 PVC-U SN8
0.923(m)
1.130%
SL 47.475
SL 47.462
UIL 46.579(m)
DIL 46.576(m)
Ø 150 PVC-U SN8
0.876(m)
0.342%
SL 48.549
SL 43.363
SL 43.315
SL 43.211
SL 53.573
SL 53.549
3
8
T1
HB3
2
5
2
4
2
2
10
7
3
E
7
2
7
4
9
6
3
1
10
1
11
5
3
1
7
3
9
2
9
1
9
1
8
1
31
1
31DEC
4
3
1
4
3
3
2
3
1
3
2
2
1
2
6
T1
3
2
7
T1
5
T1
4
T1
3
T1
2T1
DECA
1
T1
2T1
DECB
2
T1
2
4
1
6
1
6DEC
2
4DEC
HB7
3
E
10
HB5
3
HB1
10
HB4
3
HB6
3
HB1
9
HB2
2
HB1
2
HB6
T1
HB1
3
HB2
3
HB1
4
HB3
3
HB2
6
HB1
6
HB2
9
HB2
31
HB1
31
HB1
T1
HB2
T1
HB3
T1
HB4
T1
HB5
T1
HB3
9
SL 45.796
0
,
6
7
0
,
7
1
2
,
2
7
6
,
7
5
SL 52.485
0
,
7
1
7
,
6
0
,
7
3
6
,
2
7
6
,
4
5
0
,
7
5
SL 45.893
0
,
7
1
7
,
5
9
0
,
5
7
9
,
4
7
0
,
8
3
6
,
3
3
SL 47.879
0
,
8
9
PROJECT
CONTOUR INTERVAL
SHEET N°
CHECKED
DRAWN
LEVEL ORIGIN
DATUM
DATE
DATE
CLIENT
ASSOCIATE CONSULTANT
LOCAL GOVERNMENT
SCALE
ISSUE DATE AUTHOR COMMENTS
PLAN NUMBER REVISION
DRAWING TITLEMGA94 Zone 56
PM61308 RL 54.660
N/A
DAM
LS
4 OF 4
ASC-SEWER-04-1183
PREMISE
LCC
EVERLEIGH PRECINCT 1.1
SUBDIVISION INFRASTRUCTURE WORKS
MIRVAC
31/10/2018
-
31/10/2018
AS CONSTRUCTED SEWER
0 10
SCALE 1:1000 A3
403020 50m
JOINS DRAWING ASC-SEWER-03-1183
AS CONSTRUCTED
SA 6609
31/10/2018
LEE SCORRAR
7295
Keith Howells
22/11/2018
32.000
19.690
180
42
.6
12
44
.4
94
0.0
00
40
.3
60
41
.0
78
4.1
34
3.4
16
6/T1
B
B
Y
T1
0.0
00
19.165
180
42
.0
24
44
.7
83
19
.6
90
41
.1
88
41
.2
18
3.5
95
3.5
65
1/2
B
A
V
2
19
.6
90
46.010
180
42
.1
54
44
.7
49
38
.8
55
41
.3
24
41
.3
99
3.4
25
3.3
50
2/2
B
A
V
3
38
.8
55
4.108
180
44
.1
54
45
.4
50
84
.8
66
41
.6
55
43
.0
95
3.7
95
2.3
55
3/2
B
A
Y
2
84
.8
66
0.694
180
44
.3
69
45
.4
04
88
.9
74
43
.1
18
2.2
87
HTP
88
.9
74
TP
0.694
180
44
.4
08
45
.4
00
89
.6
68
43
.1
22
2.2
78
HB1/2
HB
26
.5
° B
EN
D8
9.6
68
IP
6.259
180
44
.4
53
45
.4
01
90
.3
61
43
.1
25
2.2
76
HTP
90
.3
61
TP
12
42
B1
.5
00
44
.5
00
0.308
180
44
.8
60
45
.4
70
96
.6
20
43
.1
60
2.3
10
HTP
96
.6
20
TP
0.308
180
44
.8
80
45
.4
75
96
.9
28
43
.1
62
2.3
13
HB2/2
HB
11
.8
° B
EN
D9
6.9
28
IP
31.521
180
44
.9
00
45
.4
82
97
.2
36
43
.1
64
2.3
19
HTP
97
.2
36
TP
12
43
D1
.0
95
44
.7
28
12
44
D1
.0
95
45
.5
11
21.512
180
47
.1
05
46
.6
06
12
8.7
57
43
.3
39
43
.3
69
3.2
67
3.2
37
4/2
B
A
12
8.7
57
12
44
D1
.0
95
45
.5
11
36.000
42.888
27
48
.6
42
47
.5
21
15
0.2
69
43
.4
88
45
.9
90
4.0
33
1.5
31
5/2
B
A
15
0.2
69
12
45
B1
.0
73
46
.7
24
12
46
B1
.0
95
47
.2
98
12
47
B1
.0
95
47
.8
32
0.137
27
51
.3
46
49
.3
41
19
3.1
57
47
.5
98
1.7
43
HTP
19
3.1
57
TP
0.137
27
51
.3
54
49
.3
47
19
3.2
94
47
.6
04
1.7
43
HB3/2
HB
5.2
° B
EN
D1
93
.2
94
IP
22.512
27
51
.3
62
49
.3
53
19
3.4
31
47
.6
09
1.7
44
HTP
19
3.4
31
TP
12
48
B1
.0
96
48
.5
47
12
49
B1
.0
95
49
.2
39
42.000
21.696
59
52
.3
92
50
.3
34
21
5.9
43
48
.4
53
48
.4
83
1.8
81
1.8
51
6/2
B
A
21
5.9
43
12
49
B1
.0
95
49
.2
39
12
50
B1
.0
94
49
.9
37
TYPE 3
0.105
59
DN150mm uPVC SN8
RR
53
.0
62
51
.0
68
23
7.6
39
48
.8
52
2.2
16
HTP
23
7.6
39
TP
0.105
59
53
.0
64
51
.0
71
23
7.7
44
48
.8
54
2.2
17
HB4/2
HB
4° B
EN
D2
37
.7
44
IP
33.205
59
53
.0
67
51
.0
74
23
7.8
48
48
.8
56
2.2
19
HTP
23
7.8
48
TP
12
51
B1
.0
96
50
.4
22
27.109
180
53
.5
44
51
.9
06
27
1.0
53
49
.4
20
50
.2
09
2.4
86
1.6
96
7/2
B
A
Y
212
27
1.0
53
12
52
B1
.0
95
50
.8
02
12
53
B1
.0
94
50
.9
40
0.112
180
53
.2
90
52
.0
61
29
8.1
62
50
.3
60
1.7
00
HTP
29
8.1
62
TP
0.112
180
53
.2
87
52
.0
61
29
8.2
74
50
.3
61
1.7
01
HB5/2
HB
4.3
° B
EN
D2
98
.2
74
IP
26.751
180
53
.2
85
52
.0
62
29
8.3
86
50
.3
61
1.7
01
HTP
29
8.3
86
TP
12
54
B1
.0
94
51
.1
59
12
55
B1
.0
95
51
.1
71
31.838
180
52
.6
73
52
.2
66
32
5.1
37
50
.5
10
50
.5
40
1.7
56
1.7
26
8/2
B
A
5.6
° B
EN
D3
25
.1
37
12
55
B1
.0
95
51
.1
71
12
56
B1
.0
95
51
.3
43
12
57
B1
.0
95
51
.6
29
28.151
163
52
.1
63
52
.7
24
35
6.9
75
50
.7
17
50
.7
47
2.0
07
1.9
77
9/2
B
35
6.9
75
12
57
B1
.0
95
51
.6
29
12
58
B1
.0
95
51
.7
50
0.085
163
51
.9
35
53
.0
87
38
5.1
26
50
.9
19
2.1
68
HTP
38
5.1
26
TP
0.085
163
51
.9
34
53
.0
89
38
5.2
10
50
.9
20
2.1
69
HB6/2
HB
3.2
° B
EN
D3
85
.2
10
IP
14.823
164
51
.9
34
53
.0
90
38
5.2
95
50
.9
20
2.1
70
HTP
38
5.2
95
TP
12
59
B1
.0
96
52
.0
54
0.092
164
51
.8
77
53
.4
32
40
0.1
18
51
.0
11
2.4
21
HTP
40
0.1
18
TP
0.092
164
51
.8
77
53
.4
36
40
0.2
10
51
.0
12
2.4
24
HB7/2
HB
3.5
° B
EN
D4
00
.2
10
IP
22.329
163
51
.8
78
53
.4
40
40
0.3
03
51
.0
12
2.4
28
HTP
40
0.3
03
TP
12
60
B1
.0
94
52
.5
46
45.484
180
52
.0
49
53
.9
25
42
2.6
31
51
.1
49
51
.1
79
2.7
76
2.7
46
10/2
B
13
42
2.6
31
11
22D
(E
)1
.4
00
54
.8
01
46.839
37
53
.2
62
54
.8
94
46
8.1
15
51
.4
31
53
.0
57
3.4
63
1.8
37
11/2
B
A
Y
2
46
8.1
15
11
22D
(E
)5
4.8
01
11
21D
(E
)1
.4
00
55
.2
96
11
20D
(E
)1
.4
00
55
.8
47
11
19D
(E
)1
.4
00
56
.3
47
29.911
27
55
.8
95
56
.3
96
51
4.9
53
54
.3
27
54
.9
36
2.0
69
1.4
60
12/2
B
51
4.9
53
11
19D
(E
)5
6.3
47
11
18D
(E
)1
.4
00
56
.7
51
11
17D
(E
)1
.4
00
57
.3
92
0.090
27
56
.9
07
57
.6
78
54
4.8
64
56
.0
30
1.6
48
HTP
54
4.8
64
TP
0.090
27
56
.9
08
57
.6
82
54
4.9
54
56
.0
34
1.6
49
HB8/2
HB
3.4
° B
EN
D5
44
.9
54
IP
56
.9
09
57
.6
86
54
5.0
44
56
.0
37
1.6
49
HTP
54
5.0
44
TP
EXISTING SURFACE LEVEL (ESL)
FINISHED SURFACE LEVEL (FSL)
INVERT LEVEL (IL)
DEPTH OF INVERT BELOW FSL
LINE
EMBEDMENT TYPE
LENGTH
GRADE (1 IN X)
PIPE SIZE (mm), CLASS
PROPERTY DESCRIPTION
LINE NO.
MH DROP TYPE
MH / MS TYPE
MH / MS COVER TYPE
MAINTENANCE HOLE / SHAFT NO.
PROPERTY CONNECTION
DEPTH
PROPERTY CONNECTION
INVERT LEVEL
PROPERTY CONNECTION TYPE
LOT NO.
CHAINAGE (CH)
DATUM RL
2
GB
2 5
00
mm
SE
WE
R R
ISIN
G M
AIN
IL 4
0.1
27
C
LR
0
.8
97
15
00
mm
ST
OR
MW
AT
ER
IL 4
2.1
00
C
LR
0
.3
13
15
00
mm
ST
OR
MW
AT
ER
IL 4
4.0
43
C
LR
0
.3
53
37
5m
m ST
OR
MW
AT
ER
IL 4
9.8
91
C
LR
0
.3
75
75
0m
m ST
OR
MW
AT
ER
IL 5
1.8
01
C
LR
0
.3
32
60
0m
m ST
OR
MW
AT
ER
IL 5
2.1
14
C
LR
0
.6
03
20
0m
m W
AT
ER
IL 5
4.1
12
C
LR
0
.8
82
15
0m
m W
AT
ER
IL 5
1.9
90
C
LR
1
.0
19
Y
DN225mm uPVC SN8
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
IL 41.750. GRADE 1:180.
V
A
V
A
V
A
Y
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
V V
RPEQ 7295
RPEQDESCRIPTIONREVDATE
REVISIONS
SCALE
PROJECT DIRECTOR
PROJECT MANAGER
CHECKED
DESIGNED
REVSHEET NUMBER
JOB CODE
SHEET TITLE
LOCATION
PROJECT
DATERPEQ
CLIENT
LEVEL 1, 100 BRUNSWICK STREET
PH: (07) 3253 2222
BRISBANE OFFICE
PO BOX 361
FORTITUDE VALLEY, QLD 4006
WEB: www.premise.com.au
DATE
MANHOLE TYPES
A CONCRETE MANHOLE 1.0Ø
B CONCRETE MANHOLE 1.2Ø
C CONCRETE MANHOLE 1.5Ø
J TYPE 'J' 1 MAINTENANCE SHAFT
HB HORIZONTAL BEND
(3m HORIZ. RADIUS)
HTP HORIZONTAL TANGENT POINT
LEGEND - PROPOSED
MAINTENANCE HOLE DROP TYPES
V FALL THROUGH MH
WOBLIQUE 45° BACKDROP
X INTERNAL DROP
Y EXTERNAL DROP
VORT INTERNAL VORTEX DROP
DENOTES VERGEFP
LID TYPES
B CLASS B NON TRAFFICABLE
CONCRETE IN FILL
BD CLASS B NON TRAFFICABLE BOLT
DOWN
D CLASS D TRAFFICABLE CONCRETE IN
FILL
Ú EMBEDMENT TYPE 3 WITH CRUSHED
ROCK NOMINAL 5-7mm (SINGLE SIZED).
PROPERTY CONNECTION TYPES
A TYPE A - STD
B TYPE B - SLOPE UP
D TYPE D - VERTICAL
MIRVAC
MIR001-01
C505 F
22/06/18
04/05/18
23/04/18
12/01/18
10/11/17
10/11/17
F
E
D
C
B
A
MAINTENANCE SHAFT CHANGED TO CONCRETE MANHOLE AND AMENDED HOUSE CONNECTION LEVELS
SOME MAINTENANCE SHAFTS CHANGED TO MANHOLES, ADDITIONAL DETAIL TO PIPE STUBS, BRIDGING STRUTURE SHOWN
MINOR DRAFTING AMENDMENTS & AMENDED LOCATIONS OF STRUCTURES ON LINE 2
SEWER ALIGNMENTS AND MANHOLE TYPES AMENDED
ADDED PC'S, CHANGED STRUCTURE TYPES, ADDED TRENCHSTOPS
ORIGINAL ISSUE
KH
KH
KH
KH
KH
KH
MM
JS
JS
22/06/18
22/06/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LONG SECTIONS SHEET 1 OF 7
E
E
E
E
E
E
E
E
F F
F
CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
50
0m
m SE
WE
R R
ISIN
G M
AIN
IL 4
0.9
35
C
LR
0
.8
65
15
00
mm
ST
OR
MW
AT
ER
IL 4
2.9
09
C
LR
0
.3
15
37
5m
m ST
OR
MW
AT
ER
IL 4
4.5
34
C
LR
0
.5
41
15
00
mm
ST
OR
MW
AT
ER
IL 4
4.8
46
C
LR
0
.3
57
33.000
42
.1
54
44
.7
49
0.0
00
41
.3
24
42
.0
20
3.4
25
2.7
29
2/2
B
A
3
42
.6
33
45
.5
22
21
.9
32
42
.1
42
3.3
81
HTP
21
.9
32
TP
42
.6
54
45
.5
06
22
.7
50
42
.1
46
3.3
60
HB1/3
HB
31
.2
° B
EN
D2
2.7
50
IP
42
.6
68
45
.5
16
23
.5
68
42
.1
51
3.3
65
HTP
23
.5
68
TP
42
.7
62
45
.5
13
30
.5
24
42
.1
89
3.3
23
HTP
30
.5
24
TP
42
.7
66
45
.5
19
30
.8
62
42
.1
91
3.3
27
HB2/3
HB
12
.9
° B
EN
D3
0.8
62
IP
42
.7
69
45
.5
26
31
.1
99
42
.1
93
3.3
33
HTP
31
.1
99
TP
42
.7
76
45
.5
60
32
.4
94
42
.2
00
42
.2
45
3.3
59
3.3
15
1/3
B
A
4
32
.4
94
12
79
D1
.0
95
44
.6
96
43
.5
15
45
.7
91
53
.3
72
42
.4
63
43
.5
92
3.3
28
2.1
99
2/3
B
A
Y
3
53
.3
72
12
80
B1
.0
96
44
.8
56
43
.4
37
46
.1
30
72
.5
80
43
.6
99
2.4
31
HTP
72
.5
80
TP
43
.4
45
46
.1
14
73
.7
50
43
.7
05
2.4
09
HB3/3
HB
44
.7
° B
EN
D7
3.7
50
IP
43
.4
70
46
.1
05
74
.9
21
43
.7
12
2.3
93
HTP
74
.9
21
TP
43
.6
21
46
.0
32
80
.5
24
43
.7
43
43
.7
73
2.2
89
2.2
59
3/3
B
11
80
.5
24
12
81
B
43
.6
38
46
.0
16
92
.0
20
43
.8
37
43
.8
77
2.1
79
2.1
39
4/3
B
A
6
92
.0
20
1.0
95
44
.9
21
12
82
B1
.0
95
45
.2
75
12
83
D1
.0
95
45
.6
36
12
84
D1
.0
95
45
.8
81
12
85
D1
.0
95
46
.1
91
46
.5
85
47
.3
42
14
3.1
47
44
.1
61
44
.1
91
3.1
81
3.1
51
5/3
B
A
9
14
3.1
47
12
86
D1
.0
95
47
.2
31
12
87
B1
.0
95
48
.2
82
12
88
B1
.0
95
49
.0
43
12
89
B1
.0
94
49
.8
94
12
90
B1
.0
94
50
.8
59
3
21.932
180
0.818
180
0.818
180
6.957
180
0.337
180
0.337
180
1.294
180
20.879
96
19.208
180
1.171
180
1.171
180
5.603
180
11.496
180
51.127
180
TYPE 3
DN150mm uPVC SN8
RR
Y V V
24.378
180
22.308
17
48
.3
64
48
.3
26
16
7.5
25
44
.3
26
46
.1
54
4.0
00
2.1
73
6/3
B
A
10
16
7.5
25
0.054
17
50
.0
20
49
.6
03
18
9.8
33
47
.4
93
2.1
10
HTP
18
9.8
33
TP
0.054
17
50
.0
24
49
.6
06
18
9.8
87
47
.4
96
2.1
10
HB4/3
HB
2.1
° B
EN
D1
89
.8
87
IP
16.207
17
50
.0
28
49
.6
10
18
9.9
41
47
.4
99
2.1
10
HTP
18
9.9
41
TP
0.053
17
51
.1
29
50
.5
87
20
6.1
48
48
.4
72
2.1
15
HTP
20
6.1
48
TP
0.053
17
51
.1
32
50
.5
90
20
6.2
01
48
.4
75
2.1
15
HB5/3
HB
2° B
EN
D2
06
.2
01
IP
40.000
16.032
17
51
.1
36
50
.5
93
20
6.2
54
48
.4
78
2.1
15
HTP
20
6.2
54
TP
16.050
20
52
.2
24
51
.5
58
22
2.2
86
49
.4
40
49
.8
22
2.1
18
1.7
36
7/3
B
22
2.2
86
0.057
20
53
.2
17
52
.5
26
23
8.3
36
50
.6
18
1.9
08
HTP
23
8.3
36
TP
0.057
20
53
.2
20
52
.5
29
23
8.3
93
50
.6
21
1.9
09
HB6/3
HB
2.2
° B
EN
D2
38
.3
93
IP
53
.2
24
52
.5
33
23
8.4
49
50
.6
23
1.9
09
HTP
23
8.4
49
TP
6no TRENCHSTOPS
@ 15m CRS MAX
Y
47.000
14.863
27
56
.9
09
57
.6
86
54
5.0
44
56
.0
37
1.6
49
HTP
54
5.0
44
TP
11
16D
(E
)1
.4
00
58
.1
46
0.047
27
57
.4
67
58
.3
40
55
9.9
07
56
.5
81
1.7
59
HTP
55
9.9
07
TP
0.047
27
57
.4
68
58
.3
42
55
9.9
54
56
.5
82
1.7
60
HB9/2
HB
1.8
° B
EN
D5
59
.9
54
IP
TYPE 3
27.955
27
DN150mm uPVC SN8
RR
57
.4
69
58
.3
44
56
0.0
00
56
.5
84
1.7
60
HTP
56
0.0
00
TP
11
15D
(E
)1
.4
00
58
.7
50
25.722
21
57
.6
30
59
.5
59
58
7.9
55
57
.6
06
57
.6
37
1.9
53
1.9
22
13/2
B
A
58
7.9
55
10
38D
(E
)1
.4
00
59
.6
00
0.051
21
57
.6
19
60
.5
45
61
3.6
77
58
.8
80
1.6
64
HTP
61
3.6
77
TP
0.051
21
57
.6
19
60
.5
47
61
3.7
28
58
.8
83
1.6
64
HB10/2
HB
1.9
° B
EN
D6
13
.7
28
IP
36.750
21
57
.6
19
60
.5
49
61
3.7
79
58
.8
85
1.6
64
HTP
61
3.7
79
TP
10
37D
(E
)1
.4
00
60
.3
00
10
36D
(E
)1
.4
00
60
.8
00
10
35D
(E
)1
.4
00
61
.3
00
10
34D
(E
)6
2.0
50
51.000
60.000
18
59
.2
59
62
.4
55
65
0.5
29
60
.6
60
60
.6
90
1.7
95
1.7
65
14/2
B
A
65
0.5
29
1.4
00
10
33D
(E
)1
.4
00
62
.6
00
10
32D
(E
)1
.4
00
63
.3
00
10
31D
(E
)1
.4
00
64
.1
00
D(E
)6
4.9
00
19.351
15
64
.1
85
65
.8
50
71
0.5
29
64
.0
51
64
.0
81
1.7
99
1.7
69
15/2
B
71
0.5
29
10
30
1.4
00
10
29D
(E
)1
.4
00
65
.7
70
65
.8
68
66
.9
03
72
9.8
80
65
.3
37
1.5
66
16/2
B
72
9.8
80
EXISTING SURFACE LEVEL (ESL)
FINISHED SURFACE LEVEL (FSL)
INVERT LEVEL (IL)
DEPTH OF INVERT BELOW FSL
LINE
EMBEDMENT TYPE
LENGTH
GRADE (1 IN X)
PIPE SIZE (mm), CLASS
PROPERTY DESCRIPTION
LINE NO.
MH DROP TYPE
MH / MS TYPE
MH / MS COVER TYPE
MAINTENANCE HOLE / SHAFT NO.
PROPERTY CONNECTION
DEPTH
PROPERTY CONNECTION
INVERT LEVEL
PROPERTY CONNECTION TYPE
LOT NO.
CHAINAGE (CH)
DATUM RL
2
3no TRENCHSTOPS
@ 15m CRS MAX
1no TRENCHSTOP
CENTRAL
15
0m
m W
AT
ER
IL 5
8.9
32
C
LR
1
.0
21
A
V
A
W
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
V V
A
V
A
12
41
D1
.2
95
44
.2
65
RPEQ 7295
RPEQDESCRIPTIONREVDATE
REVISIONS
SCALE
PROJECT DIRECTOR
PROJECT MANAGER
CHECKED
DESIGNED
REVSHEET NUMBER
JOB CODE
SHEET TITLE
LOCATION
PROJECT
DATERPEQ
CLIENT
LEVEL 1, 100 BRUNSWICK STREET
PH: (07) 3253 2222
BRISBANE OFFICE
PO BOX 361
FORTITUDE VALLEY, QLD 4006
WEB: www.premise.com.au
DATE
MANHOLE TYPES
A CONCRETE MANHOLE 1.0Ø
B CONCRETE MANHOLE 1.2Ø
C CONCRETE MANHOLE 1.5Ø
J TYPE 'J' 1 MAINTENANCE SHAFT
HB HORIZONTAL BEND
(3m HORIZ. RADIUS)
HTP HORIZONTAL TANGENT POINT
LEGEND - PROPOSED
MAINTENANCE HOLE DROP TYPES
V FALL THROUGH MH
WOBLIQUE 45° BACKDROP
X INTERNAL DROP
Y EXTERNAL DROP
VORT INTERNAL VORTEX DROP
DENOTES VERGEFP
LID TYPES
B CLASS B NON TRAFFICABLE
CONCRETE IN FILL
BD CLASS B NON TRAFFICABLE BOLT
DOWN
D CLASS D TRAFFICABLE CONCRETE IN
FILL
Ú EMBEDMENT TYPE 3 WITH CRUSHED
ROCK NOMINAL 5-7mm (SINGLE SIZED).
PROPERTY CONNECTION TYPES
A TYPE A - STD
B TYPE B - SLOPE UP
D TYPE D - VERTICAL
MIRVAC
MIR001-01
C506 H
22/06/18
22/05/18
04/05/18
23/04/18
19/01/18
12/01/18
10/11/17
10/11/17
H
G
F
E
D
C
B
A
ADDED LOT 1241 HOUSE CONNECTION AND AMENDED LOT 1115 HOUSE CONNECTION INVERT LEVEL
MAINTENANCE SHAFT CHANGED TO CONCRETE MANHOLE
SOME MAINTENANCE SHAFTS CHANGED TO MANHOLES, BRIDGING STRUCTURES SHOWN
MINOR DRAFTING AMENDMENTS & AMENDED LOCATIONS OF STRUCTURES ON LINE 2
SEWER PIPE DEPTHS AMENDED
SEWER ALIGNMENTS AND MANHOLE TYPES AMENDED
ADDED PC'S, CHANGED STRUCTURE TYPES, ADDED TRENCHSTOPS
ORIGINAL ISSUE
KH
KH
KH
KH
KH
KH
KH
KH
MM
JS
JS
22/06/18
22/06/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LONG SECTIONS SHEET 2 OF 7
FF
F
GGG
G
H
H
CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
41.000
53
.2
24
52
.5
33
23
8.4
49
50
.4
72
2.0
60
HTP
23
8.4
49
TP
12
91
B1
.0
94
51
.8
32
54
.9
55
53
.9
65
26
6.7
58
52
.0
26
1.9
39
HTP
26
6.7
58
TP
54
.9
58
53
.9
67
26
6.8
08
52
.0
29
1.9
39
HB7/3
HB
1.9
° B
EN
D2
66
.8
08
IP
54
.9
60
53
.9
70
26
6.8
58
52
.0
32
1.9
38
HTP
26
6.8
58
TP
55
.7
16
54
.8
06
28
1.8
81
52
.8
56
52
.9
56
1.9
50
1.8
50
8/3
B
A
28
1.8
81
12
92
B1
.0
95
53
.7
11
56
.4
69
55
.2
56
29
3.8
68
53
.3
27
1.9
30
HTP
29
3.8
68
TP
56
.4
90
55
.2
59
29
3.9
53
53
.3
29
1.9
30
HB8/3
HB
3.3
° B
EN
D2
93
.9
53
IP
56
.5
11
55
.2
62
29
4.0
39
53
.3
32
1.9
30
HTP
29
4.0
39
TP
12
93
B1
.0
95
54
.3
83
56
.7
66
55
.7
75
31
0.0
05
53
.8
25
1.9
50
HTP
31
0.0
05
TP
56
.7
69
55
.7
78
31
0.0
97
53
.8
28
1.9
50
HB9/3
HB
3.5
° B
EN
D3
10
.0
97
IP
56
.7
71
55
.7
81
31
0.1
89
53
.8
31
1.9
50
HTP
31
0.1
89
TP
12
94
B1
.0
96
54
.8
95
56
.9
41
55
.9
90
31
6.6
64
54
.0
31
1.9
60
9/3
B
31
6.6
64
EXISTING SURFACE LEVEL (ESL)
FINISHED SURFACE LEVEL (FSL)
INVERT LEVEL (IL)
DEPTH OF INVERT BELOW FSL
LINE
EMBEDMENT TYPE
LENGTH
GRADE (1 IN X)
PIPE SIZE (mm), CLASS
PROPERTY DESCRIPTION
LINE NO.
MH DROP TYPE
MH / MS TYPE
MH / MS COVER TYPE
MAINTENANCE HOLE / SHAFT NO.
PROPERTY CONNECTION
DEPTH
PROPERTY CONNECTION
INVERT LEVEL
PROPERTY CONNECTION TYPE
LOT NO.
CHAINAGE (CH)
DATUM RL
3
32.000
42
.7
76
45
.5
60
0.0
00
42
.2
00
43
.9
53
3.3
59
1.6
07
1/3
B
A
4
12
41
D1
.0
95
44
.4
65
12
40
B1
.0
95
44
.6
68
42
.8
67
45
.8
52
20
.1
69
44
.0
65
1.7
87
HTP
20
.1
69
TP
42
.8
67
45
.8
53
20
.2
72
44
.0
66
1.7
87
HB1/4
HB
3.9
° B
EN
D2
0.2
72
IP
42
.8
66
45
.8
55
20
.3
75
44
.0
66
1.7
88
HTP
20
.3
75
TP
12
39
B1
.0
95
44
.8
53
13
44
B1
.0
95
45
.1
84
12
38
B1
.0
95
45
.2
27
12
37
B1
.0
95
45
.4
53
44
.2
07
46
.5
48
74
.9
38
44
.3
69
44
.3
99
2.1
78
2.1
48
1/4
B
A
74
.9
38
12
36
B1
.0
95
45
.6
54
12
35
B1
.0
95
45
.8
33
12
34
B1
.0
95
46
.0
12
12
33
B1
.0
95
46
.1
71
46
.3
13
47
.4
44
14
5.3
56
45
.1
90
2.2
54
2/4
B
14
5.3
56
4
33.000
43
.6
38
46
.0
16
-1
0.3
92
43
.8
37
44
.2
07
2.1
79
1.8
09
4/3
B
A
6
43
.5
34
46
.0
31
-7
.9
59
44
.2
36
1.7
95
HTP
-7
.9
59
TP
43
.5
01
46
.0
42
-7
.1
42
44
.2
45
1.7
97
HB1/6
HB
31
.2
° B
EN
D-7
.1
42
IP
43
.4
71
46
.0
65
-6
.3
25
44
.2
55
1.8
10
HTP
-6
.3
25
TP
43
.3
31
46
.2
96
-1
.6
83
44
.3
10
1.9
86
HTP
-1
.6
83
TP
43
.3
74
46
.3
46
-0
.5
49
44
.3
23
2.0
23
HB2/6
HB
43
.3
° B
EN
D-0
.5
49
IP
43
.4
16
46
.3
96
0.5
85
44
.3
37
2.0
59
HTP
0.5
85
TP
13
34
B1
.0
95
45
.6
64
13
33
B1
.0
95
45
.8
65
13
32
B1
.0
94
46
.0
69
13
31
B1
.0
95
46
.2
48
45
.6
82
47
.4
57
89
.7
01
45
.3
94
2.0
63
1/6
B
89
.7
01
6
6no TRENCHSTOPS
@ 15m CRS MAX
15
0m
m W
AT
ER
IL 4
5.4
97
C
LR
1
.1
10
15
0m
m W
AT
ER
IL 4
5.3
39
C
LR
0
.9
42
28.309
18
0.050
18
0.050
18
15.023
18
TYPE 3
11.986
32
DN150mm uPVC SN8
RR
0.086
32
0.086
32
15.966
32
0.092
32
0.092
32
6.475
32
20.169
180
0.103
180
0.103
180
54.563
180
70.418
89
2.433
84
0.817
84
TYPE 3
0.817
84
DN150mm uPVC SN8
RR
4.642
84
1.134
84
1.134
84
89.115
84
TYPE 3
DN150mm uPVC SN8
RR
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
GRADE 0.947%.
Y W
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
GRADE 1.369%.
V
A
V
45
.2
20
2.2
24
A
V
45
.4
36
2.0
21
V
A
RPEQ 7295
RPEQDESCRIPTIONREVDATE
REVISIONS
SCALE
PROJECT DIRECTOR
PROJECT MANAGER
CHECKED
DESIGNED
REVSHEET NUMBER
JOB CODE
SHEET TITLE
LOCATION
PROJECT
DATERPEQ
CLIENT
LEVEL 1, 100 BRUNSWICK STREET
PH: (07) 3253 2222
BRISBANE OFFICE
PO BOX 361
FORTITUDE VALLEY, QLD 4006
WEB: www.premise.com.au
DATE
MANHOLE TYPES
A CONCRETE MANHOLE 1.0Ø
B CONCRETE MANHOLE 1.2Ø
C CONCRETE MANHOLE 1.5Ø
J TYPE 'J' 1 MAINTENANCE SHAFT
HB HORIZONTAL BEND
(3m HORIZ. RADIUS)
HTP HORIZONTAL TANGENT POINT
LEGEND - PROPOSED
MAINTENANCE HOLE DROP TYPES
V FALL THROUGH MH
WOBLIQUE 45° BACKDROP
X INTERNAL DROP
Y EXTERNAL DROP
VORT INTERNAL VORTEX DROP
DENOTES VERGEFP
LID TYPES
B CLASS B NON TRAFFICABLE
CONCRETE IN FILL
BD CLASS B NON TRAFFICABLE BOLT
DOWN
D CLASS D TRAFFICABLE CONCRETE IN
FILL
Ú EMBEDMENT TYPE 3 WITH CRUSHED
ROCK NOMINAL 5-7mm (SINGLE SIZED).
PROPERTY CONNECTION TYPES
A TYPE A - STD
B TYPE B - SLOPE UP
D TYPE D - VERTICAL
MIRVAC
MIR001-01
C507 G
22/05/18
04/05/18
23/04/18
19/01/18
12/01/18
10/11/17
10/11/17
G
F
E
D
C
B
A
MAINTENANCE SHAFT CHANGED TO CONCRETE MANHOLE
SOME MAINTENANCE SHAFTS CHANGED TO MANHOLES, ADDITIONAL DETAIL TO PIPE STUBS
MINOR DRAFTING AMENDMENTS
SEWER PIPE DEPTHS AMENDED
SEWER ALIGNMENTS AND MANHOLE TYPES AMENDED
ADDED PC'S, CHANGED STRUCTURE TYPES, ADDED TRENCHSTOPS
ORIGINAL ISSUE
KH
KH
KH
KH
KH
KH
KH
MM
JS
JS
22/05/18
22/05/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LONG SECTIONS SHEET 3 OF 7
F FF
F
F
F
F
G G
CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
3no TRENCHSTOPS
@ 15m CRS MAX
10
0m
m W
AT
ER
IL 4
7.4
21
C
LR
0
.7
51
15
0m
m W
AT
ER
IL 4
6.6
35
C
LR
2
.2
62
10
0m
m W
AT
ER
IL 4
6.7
74
C
LR
2
.3
72
15
00
mm
ST
OR
MW
AT
ER
IL 4
5.0
99
C
LR
0
.3
34
EXISTING SURFACE LEVEL (ESL)
FINISHED SURFACE LEVEL (FSL)
INVERT LEVEL (IL)
DEPTH OF INVERT BELOW FSL
LINE
EMBEDMENT TYPE
LENGTH
GRADE (1 IN X)
PIPE SIZE (mm), CLASS
PROPERTY DESCRIPTION
LINE NO.
MH DROP TYPE
MH / MS TYPE
MH / MS COVER TYPE
MAINTENANCE HOLE / SHAFT NO.
PROPERTY CONNECTION
DEPTH
PROPERTY CONNECTION
INVERT LEVEL
PROPERTY CONNECTION TYPE
LOT NO.
CHAINAGE (CH)
DATUM RL 34.000
46
.2
44
47
.8
29
0.0
00
44
.4
57
46
.1
84
3.3
72
1.6
45
1/9
B
A
Y
98
13
24
B1
.0
95
46
.9
26
13
25
B1
.0
95
47
.0
85
13
26
B1
.0
96
47
.2
24
45
.6
77
48
.3
19
49
.3
45
46
.6
66
1.6
53
1/8
B
A
49
.3
45
8
35.000
46
.5
85
47
.3
42
0.0
00
44
.1
61
44
.2
19
3.1
81
3.1
23
5/3
B
A
9
46
.8
11
47
.4
74
5.9
64
44
.2
52
3.2
22
HTP
5.9
64
TP
46
.8
44
47
.4
81
7.1
86
44
.2
59
3.2
22
HB1/9
HB
46
.7
° B
EN
D7
.1
86
IP
46
.8
39
47
.4
97
8.4
09
44
.2
66
3.2
32
HTP
8.4
09
TP
13
23
D
46
.2
44
47
.8
29
42
.8
18
44
.4
57
44
.4
97
3.3
72
3.3
32
1/9
B
A
V
98
42
.8
18
1.0
95
46
.7
34
46
.8
98
47
.8
92
55
.0
03
44
.5
65
45
.4
10
3.3
27
2.4
82
2/9
B
A
Y
9
55
.0
03
46
.7
38
48
.0
02
66
.7
71
45
.4
76
2.5
26
HTP
66
.7
71
TP
46
.7
27
48
.0
02
67
.9
49
45
.4
82
2.5
20
HB2/9
HB
45
° B
EN
D6
7.9
49
IP
46
.7
46
48
.0
10
69
.1
27
45
.4
89
2.5
21
HTP
69
.1
27
TP
46
.8
71
47
.9
78
73
.4
71
45
.5
13
2.4
65
HTP
73
.4
71
TP
46
.9
18
47
.9
67
74
.6
49
45
.5
19
2.4
48
HB3/9
HB
45
° B
EN
D7
4.6
49
IP
46
.9
85
47
.9
71
75
.8
27
45
.5
26
2.4
45
HTP
75
.8
27
TP
13
22
B4
6.9
10
47
.2
18
48
.0
05
79
.4
99
45
.5
46
45
.5
76
2.4
58
2.4
28
3/9
B
A
7
79
.4
99
1.0
95
13
21
B1
.0
95
47
.6
73
13
20
B1
.0
94
48
.4
22
13
19
B1
.0
95
49
.2
58
13
18
B1
.0
94
50
.2
16
51
.0
06
51
.3
11
13
8.5
06
48
.8
60
2.4
51
4/9
B
A
13
8.5
06
9
49.345
102
5.964
180
1.222
180
1.222
180
34.409
180
12.185
178
TYPE 3
11.768
180
DN150mm uPVC SN8
RR
1.178
180
1.178
180
4.344
180
1.178
180
1.178
180
3.672
180
59.006
18
TYPE 3
DN150mm uPVC SN8
RR
V V
37.000
11.605
97
48
.3
64
48
.3
26
0.0
00
44
.3
26
46
.0
46
4.0
00
2.2
80
6/3
B
A
W
310
Y
12
76
B1
.0
95
47
.3
49
29.904
18
48
.6
77
48
.4
44
11
.6
05
46
.1
65
46
.4
06
2.2
79
2.0
38
1/10
B
11
.6
05
12
76
B1
.0
95
47
.3
49
12
75
B1
.0
95
48
.0
81
12
74
B1
.0
95
48
.8
16
0.096
18
50
.8
90
50
.1
75
41
.5
09
48
.1
11
2.0
63
HTP
41
.5
09
TP
0.096
18
50
.8
97
50
.1
81
41
.6
05
48
.1
17
2.0
64
HB1/10
HB
3.7
° B
EN
D4
1.6
05
IP
34.719
18
50
.9
03
50
.1
86
41
.7
01
48
.1
22
2.0
64
HTP
41
.7
01
TP
12
73
B1
.0
95
49
.6
26
12
72
B1
.0
95
50
.4
48
22.406
18
53
.1
54
52
.2
27
76
.4
20
50
.1
02
50
.1
32
2.1
25
2.0
95
2/10
B
3.9
° B
EN
D7
6.4
20
12
71
B1
.0
95
51
.5
07
12
70
B1
.0
95
52
.4
31
54
.5
53
53
.5
25
98
.8
27
51
.4
07
2.1
18
E/10
END
98
.8
27
10
37
5m
m ST
OR
MW
AT
ER
IL 4
6.7
73
C
LR
0
.3
09
3no TRENCHSTOPS
@ 15m CRS MAX
38.000
ST
OR
MW
AT
ER
3
75
mm
IL 4
6.4
38
C
LR
0
.5
03
11.457
180
47
.2
18
48
.0
05
0.0
00
45
.5
46
45
.7
41
2.4
58
2.2
64
3/9
B
A
7
B1
.0
94
46
.8
94
67.337
20
47
.0
65
47
.9
89
11
.4
57
45
.8
04
45
.8
44
2.1
84
2.1
44
1/7
B
31
11
.4
57
13
09
B1
.0
94
46
.8
94
13
10
B1
.0
95
47
.4
65
13
11
B1
.0
95
48
.3
03
13
12
B1
.0
95
49
.0
51
13
13
B1
.0
95
49
.7
98
1.162
20
51
.3
74
51
.7
36
78
.7
94
49
.1
57
2.5
79
HTP
78
.7
94
TP
1.162
20
51
.4
52
51
.7
94
79
.9
57
49
.2
15
2.5
80
HB1/7
HB
44
.4
° B
EN
D7
9.9
57
IP
15.273
20
51
.5
21
51
.8
28
81
.1
19
49
.2
72
2.5
56
HTP
81
.1
19
TP
13
14
B1
.0
94
50
.7
97
B1
.0
95
51
.4
67
21.719
20
52
.4
16
52
.5
62
96
.3
92
50
.0
23
50
.0
53
2.5
38
2.5
08
2/7
B
96
.3
92
13
15
B1
.0
95
51
.4
67
13
16
B1
.0
94
52
.2
00
0.972
20
53
.7
34
53
.4
63
11
8.1
12
51
.1
28
2.3
34
HTP
11
8.1
12
TP
0.972
20
53
.7
88
53
.4
88
11
9.0
84
51
.1
76
2.3
11
HB2/7
HB
37
.1
° B
EN
D1
19
.0
84
IP
4.719
20
53
.8
27
53
.5
00
12
0.0
56
51
.2
25
2.2
76
HTP
12
0.0
56
TP
53
.9
67
53
.5
58
12
4.7
76
51
.4
58
2.1
00
E/7
END
12
4.7
76
7
13
17
B1
.0
95
52
.4
64
6no TRENCHSTOPS
@ 15m CRS MAX
TYPE 3 TYPE 3
DN150mm uPVC SN8DN150mm uPVC SN8
RR RR
V
A
V
A
V
A
V
A
V
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
RPEQ 7295
RPEQDESCRIPTIONREVDATE
REVISIONS
SCALE
PROJECT DIRECTOR
PROJECT MANAGER
CHECKED
DESIGNED
REVSHEET NUMBER
JOB CODE
SHEET TITLE
LOCATION
PROJECT
DATERPEQ
CLIENT
LEVEL 1, 100 BRUNSWICK STREET
PH: (07) 3253 2222
BRISBANE OFFICE
PO BOX 361
FORTITUDE VALLEY, QLD 4006
WEB: www.premise.com.au
DATE
MANHOLE TYPES
A CONCRETE MANHOLE 1.0Ø
B CONCRETE MANHOLE 1.2Ø
C CONCRETE MANHOLE 1.5Ø
J TYPE 'J' 1 MAINTENANCE SHAFT
HB HORIZONTAL BEND
(3m HORIZ. RADIUS)
HTP HORIZONTAL TANGENT POINT
LEGEND - PROPOSED
MAINTENANCE HOLE DROP TYPES
V FALL THROUGH MH
WOBLIQUE 45° BACKDROP
X INTERNAL DROP
Y EXTERNAL DROP
VORT INTERNAL VORTEX DROP
DENOTES VERGEFP
LID TYPES
B CLASS B NON TRAFFICABLE
CONCRETE IN FILL
BD CLASS B NON TRAFFICABLE BOLT
DOWN
D CLASS D TRAFFICABLE CONCRETE IN
FILL
Ú EMBEDMENT TYPE 3 WITH CRUSHED
ROCK NOMINAL 5-7mm (SINGLE SIZED).
PROPERTY CONNECTION TYPES
A TYPE A - STD
B TYPE B - SLOPE UP
D TYPE D - VERTICAL
E
MIRVAC
MIR001-01
C508 G
22/05/18
04/05/18
23/04/18
19/01/18
12/01/18
10/11/17
10/11/17
G
F
E
D
C
B
A
MAINTENANCE SHAFT CHANGED TO CONCRETE MANHOLE
SOME MAINTENANCE SHAFTS CHANGED TO MANHOLES, BRIDGING STRUCTURES SHOWN
MINOR DRAFTING AMENDMENTS & AMENDED LOCATIONS OF STRUCTURES ON LINE 7 & 10
SEWER PIPE DEPTHS AMENDED
SEWER ALIGNMENTS AND MANHOLE TYPES AMENDED
ADDED PC'S, CHANGED STRUCTURE TYPES, ADDED TRENCHSTOPS
ORIGINAL ISSUE
KH
KH
KH
KH
KH
KH
KH
MM
JS
JS
22/05/18
22/05/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LONG SECTIONS SHEET 4 OF 7
E
FF
F
F
F
F
G
CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE27/06/18
33.000
43
.6
21
46
.0
32
0.0
00
43
.7
43
43
.7
73
2.2
89
2.2
59
3/3
B
A
11
12
78
B1
.0
96
45
.8
78
12
77
B1
.0
87
46
.2
34
46
.5
52
47
.3
21
49
.4
25
45
.7
34
1.5
87
1/11
B
A
49
.4
25
EXISTING SURFACE LEVEL (ESL)
FINISHED SURFACE LEVEL (FSL)
INVERT LEVEL (IL)
DEPTH OF INVERT BELOW FSL
LINE
EMBEDMENT TYPE
LENGTH
GRADE (1 IN X)
PIPE SIZE (mm), CLASS
PROPERTY DESCRIPTION
LINE NO.
MH DROP TYPE
MH / MS TYPE
MH / MS COVER TYPE
MAINTENANCE HOLE / SHAFT NO.
PROPERTY CONNECTION
DEPTH
PROPERTY CONNECTION
INVERT LEVEL
PROPERTY CONNECTION TYPE
LOT NO.
CHAINAGE (CH)
DATUM RL
11
25
0m
m W
AT
ER
IL 5
3.3
27
C
LR
0
.9
77
15
0m
m W
AT
ER
IL 5
7.1
38
C
LR
1
.5
73
15
0m
m W
AT
ER
IL 5
7.3
23
C
LR
1
.4
34
15
0m
m W
AT
ER
IL 5
5.2
13
C
LR
1
.2
67
TYPE 3
49.425
25
DN150mm uPVC SN8
RR
42.000
11.134
20
52
.0
49
53
.9
25
0.0
00
51
.1
49
51
.5
43
2.7
76
2.3
82
10/2
B
A
13
1.425
20
52
.7
70
54
.5
03
11
.1
34
52
.0
94
2.4
09
HTP
11
.1
34
TP
1.425
20
52
.8
63
54
.5
47
12
.5
59
52
.1
65
2.3
82
HB1/13
HB
54
.4
° B
EN
D1
2.5
59
IP
25.656
20
52
.9
59
54
.6
12
13
.9
85
52
.2
36
2.3
77
HTP
13
.9
85
TP
12
61
83.642
33
54
.8
49
55
.9
59
39
.6
41
53
.5
06
53
.5
36
2.4
53
2.4
23
1/13
B
A
14
39
.6
41
B1
.0
95
54
.8
64
12
62
B1
.0
95
56
.0
23
12
63
D1
.0
95
56
.5
57
12
95
B1
.0
95
56
.8
58
12
96
B1
.0
95
56
.6
50
57
.8
92
57
.7
45
12
3.2
83
56
.1
05
1.6
40
2/13
B
12
3.2
83
13
43.000
15.950
180
54
.8
49
55
.9
59
0.0
00
53
.5
06
53
.5
86
2.4
53
2.3
73
1/13
B
A
14
TYPE 3
76.800
30.09
DN150mm uPVC SN8
RR
55
.3
12
55
.9
28
15
.9
50
53
.6
74
53
.7
14
2.2
54
2.2
14
1/14
B
15
15
.9
50
11
38
B1
.0
94
55
.4
55
11
37
B1
.0
95
55
.8
42
11
36
B1
.0
95
56
.4
31
11
35
B1
.0
95
56
.7
98
11
34
B1
.0
94
56
.9
75
11
33
B1
.0
95
56
.8
15
58
.5
59
57
.9
10
92
.7
50
56
.2
66
1.6
44
2/14
B
92
.7
50
14
43.000
1.766
32
55
.3
12
55
.9
28
0.0
00
53
.6
34
53
.7
75
2.2
94
2.1
54
1/14
B
15
0.301
32
55
.3
84
55
.9
99
1.7
66
53
.8
30
2.1
69
HTP
1.7
66
TP
TYPE 3
0.301
32
DN150mm uPVC SN8
RR
55
.3
95
56
.0
10
2.0
67
53
.8
39
2.1
71
HB1/15
HB
11
.5
° B
EN
D2
.0
67
IP
31.082
32
55
.4
05
56
.0
22
2.3
69
53
.8
48
2.1
73
HTP
2.3
69
TP
56
.5
03
57
.0
00
33
.4
50
54
.8
16
2.1
84
1/15
B
33
.4
50
15
2no TRENCHSTOPS
@ 17.5m CRS MAX
DN150mm uPVC SN8
RR
TYPE 3
Y
40.000
34.305
25
53
.5
44
51
.9
06
0.0
00
49
.4
20
49
.8
88
2.4
86
2.0
18
7/2
B
A
W
212
29.937
29
55
.3
57
53
.2
16
34
.3
05
51
.2
60
51
.3
00
1.9
56
1.9
16
1/12
B
34
.3
05
12
69
D1
.2
95
52
.9
05
12
68
B1
.2
95
53
.2
05
0.132
29
55
.5
50
54
.6
44
64
.2
42
52
.3
49
2.2
96
HTP
64
.2
42
TP
0.132
29
55
.5
48
54
.6
97
64
.3
74
52
.3
53
2.3
44
HB1/12
HB
5° B
EN
D6
4.3
74
IP
14.867
29
55
.5
46
54
.7
50
64
.5
06
52
.3
58
2.3
92
HTP
64
.5
06
TP
12
67
B1
.2
95
53
.6
05
12
66
B1
.2
95
53
.9
55
0.057
29
55
.4
39
55
.2
50
79
.3
73
52
.8
78
2.3
72
HTP
79
.3
73
TP
0.057
29
55
.4
39
55
.2
50
79
.4
30
52
.8
80
2.3
70
HB2/12
HB
2.2
° B
EN
D7
9.4
30
IP
26.227
29
55
.4
39
55
.2
50
79
.4
87
52
.8
82
2.3
68
HTP
79
.4
87
TP
12
65
B1
.2
88
54
.3
12
12
64
B1
.4
00
54
.7
00
55
.2
39
55
.6
00
10
5.7
14
53
.8
00
1.8
00
2/12
B
10
5.7
14
12
25
0m
m W
AT
ER
IL 5
0.7
06
C
LR
0
.6
17
37
5m
m ST
OR
MW
AT
ER
IL 5
1.7
73
C
LR
0
.3
21
TYPE 3
DN150mm uPVC SN8
PPRR
V V V
A
V
A
V
A
V
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
GRADE 3.410%.
54
.8
46
2.1
54
A
V
A A A
RPEQ 7295
RPEQDESCRIPTIONREVDATE
REVISIONS
SCALE
PROJECT DIRECTOR
PROJECT MANAGER
CHECKED
DESIGNED
REVSHEET NUMBER
JOB CODE
SHEET TITLE
LOCATION
PROJECT
DATERPEQ
CLIENT
LEVEL 1, 100 BRUNSWICK STREET
PH: (07) 3253 2222
BRISBANE OFFICE
PO BOX 361
FORTITUDE VALLEY, QLD 4006
WEB: www.premise.com.au
DATE
MANHOLE TYPES
A CONCRETE MANHOLE 1.0Ø
B CONCRETE MANHOLE 1.2Ø
C CONCRETE MANHOLE 1.5Ø
J TYPE 'J' 1 MAINTENANCE SHAFT
HB HORIZONTAL BEND
(3m HORIZ. RADIUS)
HTP HORIZONTAL TANGENT POINT
LEGEND - PROPOSED
MAINTENANCE HOLE DROP TYPES
V FALL THROUGH MH
WOBLIQUE 45° BACKDROP
X INTERNAL DROP
Y EXTERNAL DROP
VORT INTERNAL VORTEX DROP
DENOTES VERGEFP
LID TYPES
B CLASS B NON TRAFFICABLE
CONCRETE IN FILL
BD CLASS B NON TRAFFICABLE BOLT
DOWN
D CLASS D TRAFFICABLE CONCRETE IN
FILL
Ú EMBEDMENT TYPE 3 WITH CRUSHED
ROCK NOMINAL 5-7mm (SINGLE SIZED).
PROPERTY CONNECTION TYPES
A TYPE A - STD
B TYPE B - SLOPE UP
D TYPE D - VERTICAL
E
MIRVAC
MIR001-01
C509 H
22/06/18
22/05/18
04/05/18
23/04/18
19/01/18
12/01/18
10/11/17
10/11/17
H
G
F
E
D
C
B
A
AMENDED LOT 1264 HOUSE CONNECTION INVERT LEVEL
MAINTENANCE SHAFT CHANGED TO CONCRETE MANHOLE
SOME MAINTENANCE SHAFTS CHANGED TO MANHOLES, ADDITIONAL DETAIL TO PIPE STUBS, MINOR INVERT LEVEL CHANGES
MINOR DRAFTING AMENDMENTS & AMENDED LOCATIONS OF BENDS ON LINE 12
SEWER PIPE DEPTHS AMENDED
SEWER ALIGNMENTS AND MANHOLE TYPES AMENDED
ADDED PC'S, CHANGED STRUCTURE TYPES, ADDED TRENCHSTOPS
ORIGINAL ISSUE
KH
KH
KH
KH
KH
KH
KH
KH
MM
JS
JS
22/06/18
22/06/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LONG SECTIONS SHEET 5 OF 7
FF F
FF
F
F
F
F
G GGG
G
H
CONSTRUCTION ISSUE 27/06/18
90
0m
m ST
OR
MW
AT
ER
IL 5
2.8
32
C
LR
0
.5
16
15
0m
m W
AT
ER
IL 6
1.3
29
C
LR
1
.8
89
82
5m
m ST
OR
MW
AT
ER
IL 6
0.2
92
C
LR
0
.3
46
15
0m
m W
AT
ER
IL 5
3.4
52
C
LR
1
.7
00
15
0m
m W
AT
ER
IL 6
1.7
65
C
LR
1
.3
16
41.000
49
.8
12
53
.7
32
0.0
00
49
.5
80
51
.3
30
4.1
52
2.4
02
12/T1
B
B
Y
T1
48
.8
41
54
.1
74
31
.8
00
51
.5
06
51
.5
46
2.6
68
2.6
28
1/20
B
A
21
21
31
1.0
95
49
.9
41
54
.2
14
48
.4
79
51
.6
39
51
.6
79
2.5
75
2.5
35
2/20
B
22
B5
3.1
19
50
.0
24
53
.9
28
54
.3
19
51
.7
12
2.2
17
HTP
TP
50
.0
45
53
.8
87
55
.4
97
51
.7
18
2.1
69
HB1/20
HB
45
° B
EN
DIP
50
.0
73
53
.8
67
56
.6
75
51
.7
25
2.1
42
HTP
TP
21
30
B1
.0
95
52
.9
15
21
29
B1
.0
95
53
.2
20
21
28
D1
.0
95
53
.5
66
51
.9
10
54
.8
10
10
9.8
71
52
.0
20
52
.0
50
2.7
90
2.7
60
3/20
B
A
23
21
19
D1
.0
96
54
.4
75
52
.7
40
55
.5
71
13
4.2
23
52
.1
85
53
.8
26
3.3
86
1.7
45
4/20
B
A
Y
20
21
20
B1
.0
95
55
.0
40
21
21
B1
.0
96
55
.5
55
21
22
B1
.0
94
56
.3
86
46.000
54
.7
26
57
.8
78
19
2.2
23
55
.7
18
55
.7
48
2.1
60
2.1
30
5/20
B
21
23
B1
.0
95
57
.1
56
21
24
B1
.0
95
58
.1
09
21
25
B1
.0
94
58
.8
53
21
26
D1
.0
95
59
.6
86
21
27
D1
.0
96
60
.4
30
58
.1
52
61
.9
28
26
0.4
02
59
.1
23
2.8
05
HTP
TP
58
.1
83
61
.9
51
26
0.8
68
59
.1
46
2.8
05
HB2/20
HB
17
.8
° B
EN
DIP
58
.2
11
61
.9
75
26
1.3
33
59
.1
69
2.8
06
HTP
TP
59
.1
74
62
.4
28
27
7.7
21
59
.9
80
2.4
48
20
29
D1
.0
95
62
.5
14
20
28
D1
.0
95
63
.2
88
EXISTING SURFACE LEVEL (ESL)
FINISHED SURFACE LEVEL (FSL)
INVERT LEVEL (IL)
DEPTH OF INVERT BELOW FSL
LINE
EMBEDMENT TYPE
LENGTH
GRADE (1 IN X)
PIPE SIZE (mm), CLASS
PROPERTY DESCRIPTION
LINE NO.
MH DROP TYPE
MH / MS TYPE
MH / MS COVER TYPE
MAINTENANCE HOLE / SHAFT NO.
PROPERTY CONNECTION
DEPTH
PROPERTY CONNECTION
INVERT LEVEL
PROPERTY CONNECTION TYPE
LOT NO.
CHAINAGE (CH)
DATUM RL
20
39.000
48
.8
41
54
.1
74
0.0
00
51
.5
06
51
.5
36
2.6
68
2.6
38
1/20
B
21
21
48
B1
.0
95
53
.1
74
21
47
B1
.0
95
53
.5
53
50
.4
10
54
.6
47
32
.2
00
52
.4
28
2.2
19
1/21
B
32
.2
00
21
40.000
49
.9
41
54
.2
14
0.0
00
51
.6
39
51
.6
79
2.5
75
2.5
35
2/20
B
22
21
41
B1
.0
95
53
.7
04
50
.5
80
54
.7
99
33
.7
92
52
.7
42
2.0
58
1/22
B
33
.7
92
22
15
0m
m W
AT
ER
IL 5
3.4
24
C
LR
1
.6
78
45
0m
m ST
OR
MW
AT
ER
IL 5
2.3
05
C
LR
0
.4
99
20
0m
m W
AT
ER
IL 5
2.9
71
C
LR
1
.1
37
15
0m
m W
AT
ER
IL 5
3.1
78
C
LR
1
.3
17
31.800
180
16.679
180
5.839
180
1.178
180
1.178
180
53.196
180
24.351
180
58.000
31
TYPE 3
68.179
20
DN150mm uPVC SN8
RR
0.466
20
0.466
20
16.388
20
TYPE 3
32.200
36
DN150mm uPVC SN8
RR
TYPE 3
33.792
32
DN150mm uPVC SN8
RR
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
GRADE 1:180.
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
GRADE 1:180.
V
20
6.042
20
60
.2
20
2.2
08
6/20
B
24
1.178
20
59
.5
74
63
.0
24
28
3.7
63
60
.5
19
2.5
05
HTP
TP
1.178
20
59
.6
59
63
.1
31
28
4.9
42
60
.5
77
2.5
54
HB3/20
HB
45
° B
EN
DIP
51.000
32.406
20
59
.7
48
63
.2
41
28
6.1
20
60
.6
35
2.6
06
HTP
TP
1.0
95
64
.0
59
19.406
20
62
.0
47
65
.1
54
31
8.5
26
62
.2
40
62
.2
70
2.9
14
2.8
84
7/20
B
20
27
D
20
26
D1
.0
95
64
.6
11
1.178
20
63
.5
51
65
.8
48
33
7.9
32
63
.2
30
2.6
17
HTP
TP
1.178
20
63
.6
29
65
.8
73
33
9.1
10
63
.2
89
2.5
84
HB4/20
HB
45
° B
EN
DIP
4.569
20
63
.6
79
65
.9
05
34
0.2
88
63
.3
47
2.5
58
HTP
TP
3.630
180
63
.8
01
65
.9
79
34
4.8
57
63
.5
73
63
.8
83
2.4
06
2.0
96
8/20
B
25
0.393
180
63
.7
31
66
.0
15
34
8.4
87
63
.9
03
2.1
12
HTP
TP
0.393
180
63
.7
26
66
.0
17
34
8.8
80
63
.9
06
2.1
11
HB5/20
HB
15
° B
EN
DIP
32.408
180
63
.7
17
66
.0
19
34
9.2
73
63
.9
08
2.1
11
HTP
TP
20
25
B1
.0
96
65
.0
94
63
.4
37
66
.1
89
38
1.6
80
64
.0
88
2.1
02
9/20
B
38
1.6
80
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
GRADE 1:180.
15
0m
m W
AT
ER
IL 6
2.2
74
C
LR
1
.5
75
V
A
V
A
V
A
V
A
V
A
W
A
V
A
V
A
V
A
V
A
V
64
.1
18
2.0
71
52
.4
58
2.1
89
52
.7
72
2.0
27
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
RPEQ 7295
RPEQDESCRIPTIONREVDATE
REVISIONS
SCALE
PROJECT DIRECTOR
PROJECT MANAGER
CHECKED
DESIGNED
REVSHEET NUMBER
JOB CODE
SHEET TITLE
LOCATION
PROJECT
DATERPEQ
CLIENT
LEVEL 1, 100 BRUNSWICK STREET
PH: (07) 3253 2222
BRISBANE OFFICE
PO BOX 361
FORTITUDE VALLEY, QLD 4006
WEB: www.premise.com.au
DATE
MANHOLE TYPES
A CONCRETE MANHOLE 1.0Ø
B CONCRETE MANHOLE 1.2Ø
C CONCRETE MANHOLE 1.5Ø
J TYPE 'J' 1 MAINTENANCE SHAFT
HB HORIZONTAL BEND
(3m HORIZ. RADIUS)
HTP HORIZONTAL TANGENT POINT
LEGEND - PROPOSED
MAINTENANCE HOLE DROP TYPES
V FALL THROUGH MH
WOBLIQUE 45° BACKDROP
X INTERNAL DROP
Y EXTERNAL DROP
VORT INTERNAL VORTEX DROP
DENOTES VERGEFP
LID TYPES
B CLASS B NON TRAFFICABLE
CONCRETE IN FILL
BD CLASS B NON TRAFFICABLE BOLT
DOWN
D CLASS D TRAFFICABLE CONCRETE IN
FILL
Ú EMBEDMENT TYPE 3 WITH CRUSHED
ROCK NOMINAL 5-7mm (SINGLE SIZED).
PROPERTY CONNECTION TYPES
A TYPE A - STD
B TYPE B - SLOPE UP
D TYPE D - VERTICAL
MIRVAC
MIR001-01
C510 F
04/05/18
23/04/18
19/01/18
12/01/18
10/11/17
10/11/17
F
E
D
C
B
A
SOME MAINTENANCE SHAFTS CHANGED TO MANHOLES, ADDITIONAL DETAIL TO PIPE STUBS, BRIDGING STRUCTURES SHOWN
MINOR DRAFTING AMENDMENTS, & ADDED MS 7/20
SEWER PIPE DEPTHS AMENDED
SEWER ALIGNMENTS AND MANHOLE TYPES AMENDED
ADDED PC'S, CHANGED STRUCTURE TYPES, ADDED TRENCHSTOPS
ORIGINAL ISSUE
KH
KH
KH
KH
KH
KH
MM
JS
JS
04/05/18
04/05/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LONG SECTIONS SHEET 6 OF 7
E
F FF
F F F
F
F
F
F F
F
E
F
CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE27/06/18
FS
15
0m
m W
AT
ER
IL 5
4.1
56
C
LR
1
.3
15
15
0m
m W
AT
ER
IL 5
4.1
02
C
LR
1
.3
30
41.000
51
.9
10
54
.8
10
0.0
00
52
.0
20
52
.6
08
2.7
90
2.2
02
3/20
B
A
23
51
.9
28
54
.9
06
6.0
42
52
.6
91
2.2
15
HTP
6.0
42
TP
51
.9
21
54
.9
06
7.2
20
52
.7
08
2.1
98
HB1/23
HB
45
° B
EN
D7
.2
20
IP
51
.8
97
54
.9
15
8.3
98
52
.7
24
2.1
92
HTP
8.3
98
TP
21
32
B1
.0
95
54
.2
72
51
.7
48
55
.3
67
40
.8
05
53
.1
70
2.1
97
1/23
B
A
40
.8
05
EXISTING SURFACE LEVEL (ESL)
FINISHED SURFACE LEVEL (FSL)
INVERT LEVEL (IL)
DEPTH OF INVERT BELOW FSL
LINE
EMBEDMENT TYPE
LENGTH
GRADE (1 IN X)
PIPE SIZE (mm), CLASS
PROPERTY DESCRIPTION
LINE NO.
MH DROP TYPE
MH / MS TYPE
MH / MS COVER TYPE
MAINTENANCE HOLE / SHAFT NO.
PROPERTY CONNECTION
DEPTH
PROPERTY CONNECTION
INVERT LEVEL
PROPERTY CONNECTION TYPE
LOT NO.
CHAINAGE (CH)
DATUM RL
23
48.000
59
.1
74
62
.4
28
0.0
00
59
.9
80
60
.0
60
2.4
48
2.3
68
6/20
B
24
20
30
B1
.0
95
62
.0
54
59
.6
17
63
.1
49
35
.6
49
60
.8
90
2.2
59
1/24
B
35
.6
49
24
39.000
49
.8
12
53
.7
32
0.0
00
49
.5
80
51
.2
95
4.1
52
2.4
37
12/T1
B
B
Y
0.0
00
21
49D
(E
)1
.4
00
53
.1
50
21
50D
(E
)1
.4
00
52
.7
50
21
51D
(E
)1
.4
00
52
.5
00
48
.6
80
53
.1
79
42
.9
50
51
.5
33
1.6
46
1/30
B
A
42
.9
50
30
6.042
73
TYPE 3
1.178
73
DN150mm uPVC SN8
RR
1.178
73
32.406
73
TYPE 3
35.649
42.95
DN150mm uPVC SN8
RR
DN150mm uPVC SN8
RR
TYPE 3
42.950
180
DN150mm uPVC SN8
PARK
INSTALL Ø150
STUB FOR FUTURE
CONNECTION.
GRADE 1:100.
W
TYPE 3
DN150mm uPVC SN8
RR
52.000
12.682
127
63
.8
01
65
.9
79
0.0
00
63
.5
73
63
.6
03
2.4
06
2.3
76
8/20
B
25
Lo
t 2
00
1B
1.0
95
64
.9
83
TYPE 3
38.500
99
64
.7
66
66
.0
78
12
.6
82
63
.7
03
63
.7
43
2.3
75
2.3
35
1/25
B
12
.6
82
Lo
t 2
00
2B
1.0
95
64
.9
70
Lo
t 2
00
3B
1.0
94
65
.0
54
Lo
t 2
00
4B
1.0
95
65
.1
38
64
.2
75
66
.2
32
51
.1
82
64
.1
31
2.1
02
2/25
B
51
.1
82
25
35.000
4.300
91
47
.0
65
47
.9
89
0.0
00
2.1
85
2.0
27
1/7
B
31
1.178
91
46
.8
08
47
.9
56
4.3
00
46
.0
09
1.9
46
HTP
4.3
00
1.178
91
46
.7
38
47
.9
64
5.4
78
46
.0
22
1.9
42
HB1/31
HB
5.4
78
4.022
91
46
.6
75
47
.9
92
6.6
56
46
.0
35
1.9
58
HTP
6.6
56
1.178
91
46
.4
83
48
.1
35
10
.6
77
46
.0
79
2.0
56
HTP
10
.6
77
1.178
91
46
.4
42
48
.1
67
11
.8
56
46
.0
92
2.0
75
HB2/31
HB
11
.8
56
29.456
91
46
.4
26
48
.2
05
13
.0
34
46
.1
05
2.1
00
HTP
13
.0
34
46
.2
68
48
.5
34
42
.4
90
46
.4
29
2.1
05
1/31
B
A
42
.4
90
31
45
.8
04
45
.9
62
10
0m
m W
AT
ER
IL 4
7.2
40
C
LR
1
.0
55
60
0m
m ST
OR
MW
AT
ER
IL 6
4.1
60
C
LR
0
.3
49
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
GRADE 1:180.
A
YV
A
V
A
V
A
V
A
V
A
V V
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
GRADE 1:180.
INSTALL Ø150
STUB FOR FUTURE
CONNECTION.
GRADE 0.863%.
53
.2
00
2.1
67
60
.9
20
2.2
29
64
.1
61
2.0
72
1.9
50
46
.5
84
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
RPEQ 7295
RPEQDESCRIPTIONREVDATE
REVISIONS
SCALE
PROJECT DIRECTOR
PROJECT MANAGER
CHECKED
DESIGNED
REVSHEET NUMBER
JOB CODE
SHEET TITLE
LOCATION
PROJECT
DATERPEQ
CLIENT
LEVEL 1, 100 BRUNSWICK STREET
PH: (07) 3253 2222
BRISBANE OFFICE
PO BOX 361
FORTITUDE VALLEY, QLD 4006
WEB: www.premise.com.au
DATE
MANHOLE TYPES
A CONCRETE MANHOLE 1.0Ø
B CONCRETE MANHOLE 1.2Ø
C CONCRETE MANHOLE 1.5Ø
J TYPE 'J' 1 MAINTENANCE SHAFT
HB HORIZONTAL BEND
(3m HORIZ. RADIUS)
HTP HORIZONTAL TANGENT POINT
LEGEND - PROPOSED
MAINTENANCE HOLE DROP TYPES
V FALL THROUGH MH
WOBLIQUE 45° BACKDROP
X INTERNAL DROP
Y EXTERNAL DROP
VORT INTERNAL VORTEX DROP
DENOTES VERGEFP
LID TYPES
B CLASS B NON TRAFFICABLE
CONCRETE IN FILL
BD CLASS B NON TRAFFICABLE BOLT
DOWN
D CLASS D TRAFFICABLE CONCRETE IN
FILL
Ú EMBEDMENT TYPE 3 WITH CRUSHED
ROCK NOMINAL 5-7mm (SINGLE SIZED).
PROPERTY CONNECTION TYPES
A TYPE A - STD
B TYPE B - SLOPE UP
D TYPE D - VERTICAL
MIRVAC
MIR001-01
C511 H
22/05/18
04/05/18
23/04/18
23/02/18
19/01/18
12/01/18
10/11/17
10/11/17
H
G
F
E
D
C
B
A
MAINTENANCE SHAFT CHANGED TO CONCRETE MANHOLE
SOME MS CHANGED TO MH, ADDED PIPE STUB DETAIL, INVERT LEVEL CHANGES, BRIDGING STRUCTURES SHOWN
MINOR DRAFTING AMENDMENTS
TYPICAL SEWER MAINTENANCE STRUCTURE ADDED
SEWER LINE 31 ADDED
SEWER ALIGNMENTS AND MANHOLE TYPES AMENDED
ADDED PC'S, CHANGED STRUCTURE TYPES, ADDED TRENCHSTOPS
ORIGINAL ISSUE
KH
KH
KH
KH
KH
KH
KH
KH
MM
JS
JS
22/05/18
22/05/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LONG SECTIONS SHEET 7 OF 7
G
G
G
G
G
G
G
G
G
G
G
H
CONSTRUCTION ISSUE
22/05/18
CONSTRUCTION ISSUE
27/06/18