MOSS STREET BOTANICA ROAD - Everleigh · moss street botanica road olive avenue olive avenue 3,59...
11
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 2 21 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 2096 2095 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 60.573(m) UIL 63.967(m) DIL 60.717(m) Ø 1 UIL 70.698(m) DIL 67.176(m) Ø 225 PVC-U SN8 100.999(m) 3.485% UIL 67.108(m) DIL 64.551(m) Ø 225 PVC-U SN8 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% UIL 53.930(m) DIL 49.648(m) Ø 225 PVC-U SN8 118.795(m) 3.602% Ø UIL 65.293(m) DIL 64.070(m) Ø 150 PVC-U SN8 UIL 51.505(m) DIL 51.336(m) Ø 150 PVC-U SN8 30.403(m) 0.556% UIL 51.639(m) DIL 51.541(m) Ø 150 PVC-U SN8 15.625(m) 0.627% UIL 52.720(m) DIL 51.694(m) Ø 150 PVC-U SN8 32.670(m) 3.139% UIL 64.130(m) DIL 63.934(m) Ø 150 PVC-U SN8 31.978(m) 0.607% UIL 63.934(m) DIL 63.913(m) Ø 150 PVC-U SN8 3.733(m) 0.607% 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 PVC-U SN8 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 53.131(m) DIL 52.692(m) Ø 150 PVC-U SN8 33.060(m) 1.328% UIL 52.692(m) DIL 52.594(m) Ø 150 PVC-U SN8 6.646(m) 1.474% 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% UIL 59.960(m) DIL 59.157(m) Ø 150 PVC-U SN8 16.243(m) 4.937% UIL 64.156(m) DIL 63.774(m) Ø 150 PVC-U SN8 37.501(m) 1.019% UIL 63.333(m) DIL 62.330(m) Ø 150 PVC-U SN8 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 PVC-U SN8 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 0,44 0,77 7,01 0,6 6,35 0,56 6,59 0,66 6,43 0,63 1,36 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 1,83 TEVIOT ROAD EVERLEIGH DRIVE BOTANICA ROAD MOSS STREET OLIVE AVENUE 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% KESSELS BOULEVARD 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 TITLE MGA94 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 40 30 20 50m SA 6609 31/10/2018 LEE SCORRAR AS CONSTRUCTED 7295 Keith Howells 22/11/2018
Transcript of MOSS STREET BOTANICA ROAD - Everleigh · moss street botanica road olive avenue olive avenue 3,59...
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
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2128
2127
2126
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2121
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2119
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2112
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2110
2109
2108
2107
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2100
2099
2098
2097
20962095
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2093
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2082
2036
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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
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9
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(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
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5
4
1
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m
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Ø
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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
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5
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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
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2
4
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9
3
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%
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
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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
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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
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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
.
5
3
1
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
3
0
.
3
6
7
(
m
)
0
.
5
3
7
%
U
I
L
5
0
.
4
7
8
(
m
)
D
I
L
5
0
.
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
.
0
9
2
(
m
)
3
.
1
3
3
%
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)
0.577%
UIL
5
3.5
06
(m
)
DIL
5
2.1
64
(m
)
Ø 1
50
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
%
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
%
U
I
L
5
1
.
2
7
1
(
m
)
D
I
L
4
9
.
8
7
7
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
3
3
.
2
6
6
(
m
)
4
.
1
8
7
%
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
%
U
I
L
5
3
.
3
3
3
(
m
)
D
I
L
5
2
.
9
7
6
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
1
1
.
4
3
4
(
m
)
3
.
1
2
1
%
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
%
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
%
U
I
L
4
8
.
3
8
2
(
m
)
D
I
L
4
7
.
5
7
0
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
2
.
1
0
4
(
m
)
3
.
6
7
1
%
U
I
L
4
8
.
8
0
9
(
m
)
D
I
L
4
8
.
4
4
3
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
2
1
.
5
4
2
(
m
)
1
.
6
9
9
%
U
I
L
4
9
.
3
5
6
(
m
)
D
I
L
4
8
.
8
0
9
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
3
2
.
6
2
5
(
m
)
1
.
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
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
0
,
6
2
6
,
4
7
0
,
7
6
,
5
6
,
5
1
0
,
5
7
6
,
9
6
0
,
7
7
6
,
4
2
6
,
4
3
6
,
2
6
0
,
4
2
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
1
,
2
9
4
,
8
3
4
,
7
1
1
,
9
9
4
,
4
6
1
,
2
3
1
,
3
6
4
,
6
7
1
,
2
8
4
,
0
2
0
,
6
8
0
,
4
7
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
1
,
1
1
5
,
9
9
6,5
0,79
0,9
6,91
1,24
5,28
0
,
9
6
0
,
8
2
6
,
8
5
0
,
8
6
6
,
5
8
0
,
5
6
6
,
9
5
1
,
0
9
6
,
4
2
6
,
3
4
0
,
9
6
6
,
4
9
1
,
2
9
6
,
6
6
0
,
7
4
0
,
7
8
6
,
1
2
,
2
8
2
,
2
9
2
,
3
9
2
,
2
6
2
,
3
8
2
,
3
5
2
,
1
7
2
,
2
3
2
,
3
3
2
,
3
2
2
,
2
9
2
,
3
3
3
,
2
9
3
,
2
9
4
,
1
9
4
,
2
9
4
,
2
6
3
,
4
1
3
,
2
8
3
,3
5
1
,
7
5
1
,
7
7
2,29
2,29
2,24
2
,
2
2
1
,
6
9
2
,
2
9
2
,
3
1
2
,
3
2
1
,
8
1
,
7
8
1
,
8
1
,
8
7
2
,
0
9
2
,
0
6
FOREST RO
AD
E
V
E
R
L
E
I
G
H
D
R
I
V
E
KE
SS
EL
S B
OU
LE
VA
RD
V
I
N
E
W
A
Y
TEAL CIRCUIT
1
,
0
2
6
,
5
5
1
,
2
6 0
,
5
6
0
,
8
7
6
,
3
1
0
,
9
8
6
,
4
6
2,21
1,74
1,74
1,68
2
,
2
9
1,73
1,67
1,66
1
,
2
4
6
,
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
11
T1
1
14
1
13
10
T1
9
2
2
12
8
2
9
T1
7
2
1
12
8
3
9
3
12
14
2
13
HB8
T1
HB7
T1
6
2
8
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
7
T1
5
T1
4
T1
HB1
13
HB7
2
HB11
T1
HB6
2
HB10
T1
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
T1
HB1
7
HB4
T1
HB5
T1
HB2
7
0
,
5
3
0
,
6
7
0
,
7
1
2
,
2
7
6
,
7
5
SL 52.485
HB1
15
1,02
3
,
0
6
0
,
6
5
0
,
5
7
9
,
4
7
0
,
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
805
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
1246
1245
1244
1243
1242
1241
1240
1239
1238
1237
1236
1235
1234
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
I
L
4
5
.
3
8
7
(
m
)
D
I
L
4
4
.
3
2
4
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
8
9
.
6
5
0
(
m
)
1
.
1
8
6
%
U
I
L
4
4
.
1
6
0
(
m
)
D
I
L
4
3
.
8
8
1
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
4
9
.
9
1
5
(
m
)
0
.
5
5
9
%
U
I
L
4
5
.
7
4
7
(
m
)
D
I
L
4
3
.
8
0
2
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
4
8
.
3
7
3
(
m
)
4
.
0
1
7
%
U
I
L
4
6
.
6
5
7
(
m
)
D
I
L
4
6
.
2
0
9
(
m
)
Ø
1
5
0
P
V
C
-
U
S
N
8
4
8
.
3
4
0
(
m
)
0
.
9
2
7
%
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
5
8
.
1
9
5
(
m
)
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
3
6
,
6
6
1
,
0
4
9
,
7
4
0
,
5
6
6
,
9
5
1
,
0
9
6
,
4
2
6
,
3
4
0
,
9
6
6
,
4
9
1
,
2
9
6
,
6
6
0
,
7
4
0
,
7
8
6
,
1
1
,
0
9
6
,
5
8
0
,
9
2
5
,
9
4
1
,
0
1
6
,
8
1
0
,
6
3
7
,
3
6
6
,
4
9
0
,
9
0
,
9
0
,
9
3
0
,
8
4
6
,
4
6
3
,
3
7
0
,
8
8
0
,
9
55
,
9
9
1
,
4
5
1,68
0
,
6
3
6
,
5
6
,
4
4
1
,
1
5
0
,
8
5
6
,
5
4
0
,
9
5
6
,
6
7
0
,
7
1
6
,
4
9
6
,
5
0
,
7
6
,
6
9
0
,
6
8
6
,
4
9
0
,
6
9
6
,
5
3
0
,
5
6
6
,
5
4
0
,
7
8
3
,
4
9
0
,
7
5
2
,
3
3
2
,
3
2
2
,
2
9
2
,
3
3
3
,
2
9
3
,
2
9
1
,
7
5
1
,
7
7
1,6
9
1,7
2
2,66
2
,
2
4
2
,
2
7
2
,
2
3
2
,
2
5
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
David.Macrae
Line
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
44.519
David.Macrae
Text Box
40.519
David.Macrae
Text Box
41.062
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
44.788
David.Macrae
Text Box
41.158
David.Macrae
Text Box
41.196
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
44.730
David.Macrae
Text Box
41.295
David.Macrae
Text Box
41.374
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
45.455
David.Macrae
Text Box
41.619
David.Macrae
Text Box
43.075
David.Macrae
Text Box
43.092
David.Macrae
Line
David.Macrae
Text Box
45.397
David.Macrae
Text Box
43.094
David.Macrae
Line
David.Macrae
Text Box
45.397
David.Macrae
Text Box
43.097
David.Macrae
Line
David.Macrae
Text Box
45.397
David.Macrae
Text Box
43.127
David.Macrae
Line
David.Macrae
Text Box
45.475
David.Macrae
Text Box
43.129
David.Macrae
Line
David.Macrae
Text Box
45.475
David.Macrae
Text Box
43.131
David.Macrae
Line
David.Macrae
Text Box
45.475
David.Macrae
Text Box
43.315
David.Macrae
Line
David.Macrae
Text Box
46.602
David.Macrae
Text Box
43.479
David.Macrae
Line
David.Macrae
Text Box
47.510
David.Macrae
Text Box
47.564
David.Macrae
Line
David.Macrae
Text Box
49.347
David.Macrae
Text Box
47.570
David.Macrae
Line
David.Macrae
Text Box
49.347
David.Macrae
Text Box
47.574
David.Macrae
Line
David.Macrae
Text Box
49.347
David.Macrae
Text Box
48.382
David.Macrae
Line
David.Macrae
Text Box
50.345
David.Macrae
Text Box
48.815
David.Macrae
Line
David.Macrae
Text Box
51.071
David.Macrae
Text Box
48.809
David.Macrae
Line
David.Macrae
Text Box
51.071
David.Macrae
Text Box
48.808
David.Macrae
Line
David.Macrae
Text Box
51.071
David.Macrae
Text Box
49.356
David.Macrae
Line
David.Macrae
Text Box
51.925
David.Macrae
Text Box
50.310
David.Macrae
Line
David.Macrae
Text Box
52.061
David.Macrae
Text Box
50.311
David.Macrae
Line
David.Macrae
Text Box
52.061
David.Macrae
Text Box
50.313
David.Macrae
Line
David.Macrae
Text Box
52.061
David.Macrae
Text Box
50.478
David.Macrae
Line
David.Macrae
Text Box
52.257
David.Macrae
Text Box
50.694
David.Macrae
Line
David.Macrae
Text Box
52.748
David.Macrae
Text Box
50.894
David.Macrae
Line
David.Macrae
Text Box
53.089
David.Macrae
Text Box
50.895
David.Macrae
Line
David.Macrae
Text Box
53.089
David.Macrae
Text Box
50.896
David.Macrae
Line
David.Macrae
Text Box
53.089
David.Macrae
Text Box
50.993
David.Macrae
Line
David.Macrae
Text Box
53.436
David.Macrae
Text Box
50.994
David.Macrae
Line
David.Macrae
Text Box
53.436
David.Macrae
Text Box
50.996
David.Macrae
Line
David.Macrae
Text Box
53.436
David.Macrae
Text Box
51.129
David.Macrae
Line
David.Macrae
Text Box
53.929
David.Macrae
Text Box
51.410
David.Macrae
Line
David.Macrae
Text Box
54.912
David.Macrae
Text Box
54.270
David.Macrae
Line
David.Macrae
Text Box
56.407
David.Macrae
Text Box
56.001
David.Macrae
Line
David.Macrae
Text Box
57.682
David.Macrae
Text Box
56.006
David.Macrae
Line
David.Macrae
Text Box
57.682
David.Macrae
Text Box
56.012
David.Macrae
Line
David.Macrae
Text Box
57.682
David.Macrae
Text Box
43.345
David.Macrae
Line
David.Macrae
Text Box
45.989
David.Macrae
Line
David.Macrae
Text Box
48.443
David.Macrae
Line
David.Macrae
Text Box
50.119
David.Macrae
Line
David.Macrae
Text Box
50.531
David.Macrae
Line
David.Macrae
Text Box
50.740
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
51.170
David.Macrae
Line
David.Macrae
Text Box
53.049
David.Macrae
Line
David.Macrae
Text Box
54.920
David.Macrae
Text Box
189.02
David.Macrae
Text Box
182.61
David.Macrae
Text Box
184.60
David.Macrae
Text Box
XXXXXX
David.Macrae
Text Box
383.64
David.Macrae
Text Box
XXXXXX
David.Macrae
Text Box
XXXXXX
David.Macrae
Text Box
133.22
David.Macrae
Text Box
193.41
David.Macrae
Text Box
245.95
David.Macrae
Text Box
209.30
David.Macrae
Text Box
157.68
David.Macrae
Text Box
168.80
David.Macrae
Text Box
152.88
David.Macrae
Text Box
26.81
David.Macrae
Text Box
27.89
David.Macrae
Text Box
32.87
David.Macrae
Text Box
27.19
David.Macrae
Text Box
57.29
David.Macrae
Text Box
38.80
David.Macrae
Text Box
292.29
David.Macrae
Text Box
59.00
David.Macrae
Text Box
138.58
David.Macrae
Text Box
229.90
David.Macrae
Text Box
140.34
David.Macrae
Text Box
157.15
David.Macrae
Text Box
186.30
David.Macrae
Text Box
179.92
David.Macrae
Text Box
0.000
David.Macrae
Text Box
90.39
David.Macrae
Text Box
151.80
David.Macrae
Text Box
180.16
David.Macrae
Text Box
147.32
David.Macrae
Text Box
161.18
David.Macrae
Text Box
185.83
David.Macrae
Text Box
37.35
David.Macrae
Text Box
27.04
David.Macrae
Text Box
27.04
David.Macrae
Text Box
27.02
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
44.515
David.Macrae
Line
David.Macrae
Text Box
45.601
David.Macrae
Line
David.Macrae
Text Box
46.816
David.Macrae
Line
David.Macrae
Text Box
47.390
David.Macrae
Line
David.Macrae
Text Box
47.931
David.Macrae
Line
David.Macrae
Text Box
48.574
David.Macrae
Line
David.Macrae
Text Box
49.213
David.Macrae
Line
David.Macrae
Text Box
50.004
David.Macrae
Line
David.Macrae
Text Box
50.416
David.Macrae
Line
David.Macrae
Text Box
50.916
David.Macrae
Line
David.Macrae
Text Box
51.084
David.Macrae
Line
David.Macrae
Text Box
51.311
David.Macrae
Line
David.Macrae
Text Box
51.338
David.Macrae
Line
David.Macrae
Text Box
51.506
David.Macrae
Line
David.Macrae
Text Box
51.633
David.Macrae
Line
David.Macrae
Text Box
51.822
David.Macrae
Line
David.Macrae
Text Box
52.179
David.Macrae
Line
David.Macrae
Text Box
52.503
David.Macrae
Line
David.Macrae
Text Box
54.906
David.Macrae
Line
David.Macrae
Text Box
55.523
David.Macrae
Line
David.Macrae
Text Box
55.817
David.Macrae
Line
David.Macrae
Text Box
56.269
David.Macrae
Line
David.Macrae
Text Box
56.822
David.Macrae
Text Box
XXXXXXX
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
57.500
David.Macrae
Text Box
AS CONSTRUCTED IL
David.Macrae
Text Box
AS CONSTRUCTED FSL
David.Macrae
Text Box
44.781
David.Macrae
ASCON
David.Macrae
Line
David.Macrae
Text Box
G
David.Macrae
Text Box
David.Macrae
Text Box
XX/XX/XX
David.Macrae
Text Box
AS CONSTRUCTED
David.Macrae
Text Box
G
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
David.Macrae
Line
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
65.862
David.Macrae
Text Box
63.967
David.Macrae
Text Box
64.070
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
62.443
David.Macrae
Text Box
60.573
David.Macrae
Text Box
60.717
David.Macrae
Text Box
58.864
David.Macrae
Line
David.Macrae
Text Box
60.547
David.Macrae
Text Box
58.850
David.Macrae
Line
David.Macrae
Text Box
60.547
David.Macrae
Text Box
58.834
David.Macrae
Line
David.Macrae
Text Box
60.547
David.Macrae
Text Box
56.578
David.Macrae
Line
David.Macrae
Text Box
58.342
David.Macrae
Text Box
56.567
David.Macrae
Line
David.Macrae
Text Box
58.342
David.Macrae
Text Box
57.585
David.Macrae
Line
David.Macrae
Text Box
59.573
David.Macrae
Text Box
56.557
David.Macrae
Line
David.Macrae
Text Box
58.342
David.Macrae
Text Box
56.012
David.Macrae
Line
David.Macrae
Text Box
57.682
David.Macrae
Text Box
57.662
David.Macrae
Line
David.Macrae
Text Box
66.914
David.Macrae
Line
David.Macrae
Text Box
65.293
David.Macrae
Text Box
45.412
David.Macrae
Line
David.Macrae
Text Box
42.128
David.Macrae
Text Box
45.412
David.Macrae
Line
David.Macrae
Text Box
42.132
David.Macrae
Text Box
45.412
David.Macrae
Line
David.Macrae
Text Box
42.136
David.Macrae
Text Box
45.563
David.Macrae
Line
David.Macrae
Text Box
42.190
David.Macrae
Text Box
45.563
David.Macrae
Line
David.Macrae
Text Box
42.192
David.Macrae
Text Box
45.563
David.Macrae
Line
David.Macrae
Text Box
42.193
David.Macrae
Text Box
45.559
David.Macrae
Line
David.Macrae
Text Box
42.201
David.Macrae
Text Box
45.796
David.Macrae
Line
David.Macrae
Text Box
42.436
David.Macrae
Text Box
46.084
David.Macrae
Line
David.Macrae
Text Box
43.703
David.Macrae
Text Box
46.084
David.Macrae
Line
David.Macrae
Text Box
43.710
David.Macrae
Text Box
46.084
David.Macrae
Line
David.Macrae
Text Box
43.715
David.Macrae
Text Box
46.052
David.Macrae
Line
David.Macrae
Text Box
43.743
David.Macrae
Text Box
49.747
David.Macrae
Line
David.Macrae
Text Box
47.204
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
44.730
David.Macrae
Text Box
41.295
David.Macrae
Text Box
41.962
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
46.002
David.Macrae
Text Box
43.833
David.Macrae
Text Box
43.881
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
47.348
David.Macrae
Text Box
44.160
David.Macrae
Text Box
44.191
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
48.352
David.Macrae
Text Box
44.317
David.Macrae
Text Box
46.203
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
51.610
David.Macrae
Text Box
49.254
David.Macrae
Text Box
49.842
David.Macrae
Text Box
52.485
David.Macrae
Line
David.Macrae
Text Box
50.615
David.Macrae
Text Box
52.485
David.Macrae
Line
David.Macrae
Text Box
50.611
David.Macrae
Text Box
52.485
David.Macrae
Line
David.Macrae
Text Box
50.606
David.Macrae
Text Box
50.523
David.Macrae
Line
David.Macrae
Text Box
48.357
David.Macrae
Text Box
50.523
David.Macrae
Line
David.Macrae
Text Box
48.352
David.Macrae
Text Box
50.523
David.Macrae
Line
David.Macrae
Text Box
48.346
David.Macrae
Text Box
49.747
David.Macrae
Line
David.Macrae
Text Box
47.205
David.Macrae
Text Box
49.747
David.Macrae
Line
David.Macrae
Text Box
47.195
David.Macrae
Text Box
43.777
David.Macrae
Line
David.Macrae
Text Box
43.604
David.Macrae
Line
David.Macrae
Text Box
42.232
David.Macrae
Line
David.Macrae
Text Box
27.02
David.Macrae
Text Box
20.38
David.Macrae
Text Box
22.20
David.Macrae
Text Box
27.01
David.Macrae
Text Box
21.25
David.Macrae
Text Box
22.64
David.Macrae
Text Box
22.64
David.Macrae
Text Box
21.03
David.Macrae
Text Box
18.13
David.Macrae
Text Box
15.01
David.Macrae
Text Box
130.58
David.Macrae
Text Box
139.26
David.Macrae
Text Box
190.21
David.Macrae
Text Box
128.66
David.Macrae
Text Box
191.19
David.Macrae
Text Box
326.34
David.Macrae
Text Box
98.19
David.Macrae
Text Box
97.74
David.Macrae
Text Box
187.84
David.Macrae
Text Box
158.96
David.Macrae
Text Box
235.75
David.Macrae
Text Box
184.50
David.Macrae
Text Box
185.00
David.Macrae
Text Box
178.91
David.Macrae
Text Box
183.38
David.Macrae
Text Box
21.86
David.Macrae
Text Box
5.89
David.Macrae
Text Box
55.58
David.Macrae
Text Box
14.18
David.Macrae
Text Box
12.02
David.Macrae
Text Box
10.04
David.Macrae
Text Box
17.37
David.Macrae
Text Box
20.33
David.Macrae
Text Box
20.33
David.Macrae
Text Box
20.51
David.Macrae
Line
David.Macrae
Text Box
58.276
David.Macrae
Line
David.Macrae
Text Box
58.946
David.Macrae
Line
David.Macrae
Text Box
59.632
David.Macrae
Line
David.Macrae
Text Box
60.333
David.Macrae
Line
David.Macrae
Text Box
60.974
David.Macrae
Line
David.Macrae
Text Box
61.373
David.Macrae
Line
David.Macrae
Text Box
62.213
David.Macrae
Line
David.Macrae
Text Box
62.686
David.Macrae
Line
David.Macrae
Text Box
63.433
David.Macrae
Line
David.Macrae
Text Box
64.131
David.Macrae
Line
David.Macrae
Text Box
64.940
David.Macrae
Line
David.Macrae
Text Box
65.858
David.Macrae
Line
David.Macrae
Text Box
44.443
David.Macrae
Line
David.Macrae
Text Box
44.717
David.Macrae
Line
David.Macrae
Text Box
44.857
David.Macrae
Line
David.Macrae
Text Box
44.939
David.Macrae
Line
David.Macrae
Text Box
45.369
David.Macrae
Line
David.Macrae
Text Box
45.773
David.Macrae
Line
David.Macrae
Text Box
45.988
David.Macrae
Line
David.Macrae
Text Box
46.340
David.Macrae
Line
David.Macrae
Text Box
47.201
David.Macrae
Line
David.Macrae
Text Box
48.251
David.Macrae
Line
David.Macrae
Text Box
49.165
David.Macrae
Line
David.Macrae
Text Box
49.938
David.Macrae
Line
David.Macrae
Text Box
50.881
David.Macrae
Text Box
AS CONSTRUCTED IL
David.Macrae
Text Box
AS CONSTRUCTED FSL
David.Macrae
ASCON
David.Macrae
Line
David.Macrae
Text Box
I
David.Macrae
Text Box
David.Macrae
Text Box
XX/XX/XX
David.Macrae
Text Box
AS CONSTRUCTED
David.Macrae
Text Box
I
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
David.Macrae
Line
David.Macrae
Text Box
51.851
David.Macrae
Line
David.Macrae
Text Box
53.707
David.Macrae
Line
David.Macrae
Text Box
54.448
David.Macrae
Line
David.Macrae
Text Box
54.925
David.Macrae
Line
David.Macrae
Text Box
44.443
David.Macrae
Line
David.Macrae
Text Box
44.740
David.Macrae
Line
David.Macrae
Text Box
44.908
David.Macrae
Line
David.Macrae
Text Box
45.148
David.Macrae
Line
David.Macrae
Text Box
45.100
David.Macrae
Line
David.Macrae
Text Box
45.553
David.Macrae
Line
David.Macrae
Text Box
45.641
David.Macrae
Line
David.Macrae
Text Box
45.842
David.Macrae
Line
David.Macrae
Text Box
46.032
David.Macrae
Line
David.Macrae
Text Box
46.174
David.Macrae
Line
David.Macrae
Text Box
45.693
David.Macrae
Line
David.Macrae
Text Box
45.909
David.Macrae
Line
David.Macrae
Text Box
46.099
David.Macrae
Line
David.Macrae
Text Box
46.263
David.Macrae
Text Box
52.485
David.Macrae
Line
David.Macrae
Text Box
50.615
David.Macrae
Text Box
53.978
David.Macrae
Line
David.Macrae
Text Box
51.993
David.Macrae
Text Box
53.978
David.Macrae
Line
David.Macrae
Text Box
52.000
David.Macrae
Text Box
53.978
David.Macrae
Line
David.Macrae
Text Box
52.007
David.Macrae
Text Box
55.153
David.Macrae
Line
David.Macrae
Text Box
53.331
David.Macrae
Text Box
55.153
David.Macrae
Line
David.Macrae
Text Box
53.333
David.Macrae
Text Box
55.153
David.Macrae
Line
David.Macrae
Text Box
53.335
David.Macrae
Line
David.Macrae
Text Box
53.836
David.Macrae
Text Box
55.737
David.Macrae
Line
David.Macrae
Text Box
53.840
David.Macrae
Text Box
55.737
David.Macrae
Line
David.Macrae
Text Box
53.845
David.Macrae
Text Box
55.737
David.Macrae
Line
David.Macrae
Text Box
54.031
David.Macrae
Text Box
55.962
David.Macrae
Line
David.Macrae
Text Box
44.048
David.Macrae
Text Box
45.893
David.Macrae
Line
David.Macrae
Text Box
44.041
David.Macrae
Text Box
45.893
David.Macrae
Line
David.Macrae
Text Box
44.04
David.Macrae
Text Box
45.893
David.Macrae
Line
David.Macrae
Text Box
44.254
David.Macrae
Text Box
46.076
David.Macrae
Line
David.Macrae
Text Box
44.262
David.Macrae
Text Box
46.076
David.Macrae
Line
David.Macrae
Text Box
44.271
David.Macrae
Text Box
46.076
David.Macrae
Line
David.Macrae
Text Box
44.307
David.Macrae
Text Box
46.413
David.Macrae
Line
David.Macrae
Text Box
44.324
David.Macrae
Text Box
46.413
David.Macrae
Line
David.Macrae
Text Box
44.342
David.Macrae
Text Box
46.413
David.Macrae
Text Box
54.823
David.Macrae
Line
David.Macrae
Text Box
52.804
David.Macrae
Text Box
52.976
David.Macrae
Line
David.Macrae
Text Box
43.933
David.Macrae
Text Box
42.201
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
45.559
David.Macrae
Text Box
44.387
David.Macrae
Text Box
44.356
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
46.571
David.Macrae
Text Box
45.202
David.Macrae
Text Box
45.171
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
47.413
David.Macrae
Text Box
44.217
David.Macrae
Text Box
43.833
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
46.002
David.Macrae
Text Box
45.402
David.Macrae
Text Box
45.387
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
47.436
David.Macrae
Line
David.Macrae
Text Box
20.51
David.Macrae
Text Box
7.37
David.Macrae
Text Box
18.33
David.Macrae
Text Box
31.99
David.Macrae
Text Box
40.79
David.Macrae
Text Box
40.79
David.Macrae
Text Box
31.82
David.Macrae
Text Box
23.62
David.Macrae
Text Box
23.62
David.Macrae
Text Box
32.15
David.Macrae
Text Box
168.58
David.Macrae
Text Box
43.96
David.Macrae
Text Box
247.79
David.Macrae
Text Box
169.78
David.Macrae
Text Box
88.297
David.Macrae
Text Box
50.22
David.Macrae
Text Box
102.06
David.Macrae
Text Box
91.56
David.Macrae
Text Box
107.62
David.Macrae
Text Box
66.77
David.Macrae
Text Box
43.38
David.Macrae
Text Box
84.70
David.Macrae
Text Box
7.37
David.Macrae
Text Box
AS CONSTRUCTED IL
David.Macrae
Text Box
AS CONSTRUCTED FSL
David.Macrae
ASCON
David.Macrae
Line
David.Macrae
Text Box
H
David.Macrae
Text Box
David.Macrae
Text Box
XX/XX/XX
David.Macrae
Text Box
AS CONSTRUCTED
David.Macrae
Text Box
H
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
David.Macrae
Line
David.Macrae
Text Box
186.84
David.Macrae
Text Box
19.85
David.Macrae
Text Box
18.89
David.Macrae
Text Box
20.83
David.Macrae
Text Box
19.94
David.Macrae
Text Box
19.77
David.Macrae
Text Box
17.15
David.Macrae
Text Box
22.10
David.Macrae
Text Box
20.21
David.Macrae
Text Box
108.00
David.Macrae
Text Box
138.69
David.Macrae
Text Box
866.77
David.Macrae
Text Box
770.16
David.Macrae
Text Box
191.09
David.Macrae
Text Box
172.82
David.Macrae
Text Box
179.05
David.Macrae
Text Box
189.70
David.Macrae
Text Box
130.35
David.Macrae
Text Box
150.90
David.Macrae
Text Box
161.46
David.Macrae
Text Box
579.88
David.Macrae
Text Box
156.57
David.Macrae
Text Box
18.22
David.Macrae
Text Box
63.36
David.Macrae
Text Box
17.57
David.Macrae
Text Box
51.25
David.Macrae
Text Box
51.25
David.Macrae
Text Box
17.55
David.Macrae
Text Box
17.49
David.Macrae
Text Box
45.761
David.Macrae
Text Box
45.542
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
48.057
David.Macrae
Text Box
45.847
David.Macrae
Text Box
45.816
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
47.988
David.Macrae
Text Box
51.770
David.Macrae
Line
David.Macrae
Text Box
49.212
David.Macrae
Text Box
51.770
David.Macrae
Line
David.Macrae
Text Box
49.273
David.Macrae
Text Box
51.770
David.Macrae
Line
David.Macrae
Text Box
49.329
David.Macrae
Text Box
51.236
David.Macrae
Line
David.Macrae
Text Box
53.564
David.Macrae
Text Box
51.295
David.Macrae
Line
David.Macrae
Text Box
53.564
David.Macrae
Text Box
51.339
David.Macrae
Line
David.Macrae
Text Box
53.564
David.Macrae
Text Box
51.604
David.Macrae
Line
David.Macrae
Text Box
53.573
David.Macrae
Text Box
46.657
David.Macrae
Line
David.Macrae
Text Box
48.357
David.Macrae
Text Box
44.270
David.Macrae
Line
David.Macrae
Text Box
47.448
David.Macrae
Text Box
44.272
David.Macrae
Line
David.Macrae
Text Box
47.448
David.Macrae
Text Box
44.274
David.Macrae
Line
David.Macrae
Text Box
47.448
David.Macrae
Text Box
45.469
David.Macrae
Line
David.Macrae
Text Box
48.053
David.Macrae
Text Box
45.475
David.Macrae
Line
David.Macrae
Text Box
48.053
David.Macrae
Text Box
45.479
David.Macrae
Line
David.Macrae
Text Box
48.053
David.Macrae
Text Box
45.513
David.Macrae
Line
David.Macrae
Text Box
47.997
David.Macrae
Text Box
45.520
David.Macrae
Line
David.Macrae
Text Box
47.997
David.Macrae
Text Box
45.522
David.Macrae
Line
David.Macrae
Text Box
47.997
David.Macrae
Text Box
48.757
David.Macrae
Line
David.Macrae
Text Box
51.315
David.Macrae
Text Box
48.091
David.Macrae
Line
David.Macrae
Text Box
50.137
David.Macrae
Text Box
48.093
David.Macrae
Line
David.Macrae
Text Box
50.137
David.Macrae
Text Box
48.095
David.Macrae
Line
David.Macrae
Text Box
50.137
David.Macrae
Text Box
51.415
David.Macrae
Line
David.Macrae
Text Box
53.549
David.Macrae
Text Box
46.209
David.Macrae
Text Box
44.450
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
47.879
David.Macrae
Text Box
44.235
David.Macrae
Text Box
44.160
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
47.348
David.Macrae
Text Box
44.548
David.Macrae
Text Box
44.450
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
47.879
David.Macrae
Text Box
45.407
David.Macrae
Text Box
44.612
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
47.987
David.Macrae
Text Box
45.563
David.Macrae
Text Box
45.542
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
48.057
David.Macrae
Text Box
46.115
David.Macrae
Text Box
44.317
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
48.352
David.Macrae
Text Box
46.421
David.Macrae
Text Box
45.949
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
48.448
David.Macrae
Text Box
50.151
David.Macrae
Text Box
50.055
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
52.097
David.Macrae
Text Box
46.921
David.Macrae
Line
David.Macrae
Text Box
474.480
David.Macrae
Line
David.Macrae
Text Box
48.321
David.Macrae
Line
David.Macrae
Text Box
49.095
David.Macrae
Line
David.Macrae
Text Box
49.823
David.Macrae
Line
David.Macrae
Text Box
50.858
David.Macrae
Line
David.Macrae
Text Box
51.394
David.Macrae
Line
David.Macrae
Text Box
52.271
David.Macrae
Line
David.Macrae
Text Box
52.582
David.Macrae
Line
David.Macrae
Text Box
46.982
David.Macrae
Line
David.Macrae
Text Box
47.188
David.Macrae
Line
David.Macrae
Text Box
47.335
David.Macrae
Line
David.Macrae
Text Box
46.611
David.Macrae
Line
David.Macrae
Text Box
46.893
David.Macrae
Line
David.Macrae
Text Box
47.671
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
48.512
David.Macrae
Line
David.Macrae
Text Box
49.339
David.Macrae
Line
David.Macrae
Text Box
50.218
David.Macrae
Line
David.Macrae
Text Box
47.484
David.Macrae
Line
David.Macrae
Text Box
48.114
David.Macrae
Line
David.Macrae
Text Box
48.826
David.Macrae
Line
David.Macrae
Text Box
49.647
David.Macrae
Line
David.Macrae
Text Box
50.429
David.Macrae
Line
David.Macrae
Text Box
51.441
David.Macrae
Line
David.Macrae
Text Box
52.463
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
50.164
David.Macrae
Text Box
50.070
David.Macrae
Text Box
52.626
David.Macrae
Text Box
AS CONSTRUCTED IL
David.Macrae
Text Box
AS CONSTRUCTED FSL
David.Macrae
ASCON
David.Macrae
Line
David.Macrae
Text Box
H
David.Macrae
Text Box
David.Macrae
Text Box
XX/XX/XX
David.Macrae
Text Box
AS CONSTRUCTED
David.Macrae
Text Box
H
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
David.Macrae
Text Box
47.323
David.Macrae
Line
David.Macrae
Text Box
45.747
David.Macrae
Text Box
54.697
David.Macrae
Line
David.Macrae
Text Box
52.379
David.Macrae
Text Box
54.697
David.Macrae
Line
David.Macrae
Text Box
52.384
David.Macrae
Text Box
54.697
David.Macrae
Line
David.Macrae
Text Box
52.388
David.Macrae
Text Box
55.250
David.Macrae
Line
David.Macrae
Text Box
52.862
David.Macrae
Text Box
55.250
David.Macrae
Line
David.Macrae
Text Box
52.870
David.Macrae
Text Box
55.250
David.Macrae
Line
David.Macrae
Text Box
52.877
David.Macrae
Text Box
55.598
David.Macrae
Line
David.Macrae
Text Box
53.792
David.Macrae
Text Box
54.530
David.Macrae
Line
David.Macrae
Text Box
52.097
David.Macrae
Text Box
54.530
David.Macrae
Line
David.Macrae
Text Box
52.164
David.Macrae
Text Box
54.530
David.Macrae
Line
David.Macrae
Text Box
52.233
David.Macrae
Text Box
57.762
David.Macrae
Line
David.Macrae
Text Box
56.083
David.Macrae
Text Box
57.917
David.Macrae
Line
David.Macrae
Text Box
56.258
David.Macrae
Text Box
56.020
David.Macrae
Line
David.Macrae
Text Box
53.916
David.Macrae
Text Box
56.020
David.Macrae
Line
David.Macrae
Text Box
53.840
David.Macrae
Text Box
56.020
David.Macrae
Line
David.Macrae
Text Box
53.832
David.Macrae
Text Box
57.171
David.Macrae
Line
David.Macrae
Text Box
54.860
David.Macrae
Text Box
54.889
David.Macrae
Line
David.Macrae
Text Box
55.924
David.Macrae
Line
David.Macrae
Text Box
53.687
David.Macrae
Text Box
53.749
David.Macrae
Line
David.Macrae
Text Box
55.989
David.Macrae
Line
David.Macrae
Text Box
53.506
David.Macrae
Text Box
53.601
David.Macrae
Line
David.Macrae
Text Box
55.989
David.Macrae
Line
David.Macrae
Text Box
53.506
David.Macrae
Text Box
53.566
David.Macrae
Line
David.Macrae
Text Box
53.929
David.Macrae
Line
David.Macrae
Text Box
51.129
David.Macrae
Text Box
51.569
David.Macrae
Line
David.Macrae
Text Box
53.220
David.Macrae
Line
David.Macrae
Text Box
51.271
David.Macrae
Text Box
51.338
David.Macrae
Line
David.Macrae
Text Box
51.925
David.Macrae
Line
David.Macrae
Text Box
49.356
David.Macrae
Text Box
49.877
David.Macrae
Line
David.Macrae
Text Box
46.052
David.Macrae
Line
David.Macrae
Text Box
43.743
David.Macrae
Text Box
43.802
David.Macrae
Line
David.Macrae
Text Box
45.891
David.Macrae
Line
David.Macrae
Text Box
46.219
David.Macrae
Line
David.Macrae
Text Box
52.890
David.Macrae
Line
David.Macrae
Text Box
53.238
David.Macrae
Line
David.Macrae
Text Box
53.642
David.Macrae
Line
David.Macrae
Text Box
54.073
David.Macrae
Line
David.Macrae
Text Box
54.403
David.Macrae
Line
David.Macrae
Text Box
54.705
David.Macrae
Line
David.Macrae
Text Box
54.965
David.Macrae
Line
David.Macrae
Text Box
55.840
David.Macrae
Line
David.Macrae
Text Box
56.424
David.Macrae
Line
David.Macrae
Text Box
56.864
David.Macrae
Line
David.Macrae
Text Box
56.602
David.Macrae
Line
David.Macrae
Text Box
55.590
David.Macrae
Line
David.Macrae
Text Box
55.968
David.Macrae
Line
David.Macrae
Text Box
56.512
David.Macrae
Line
David.Macrae
Text Box
56.685
David.Macrae
Line
David.Macrae
Text Box
56.939
David.Macrae
Line
David.Macrae
Text Box
56.947
David.Macrae
Line
David.Macrae
Text Box
24.87
David.Macrae
Line
David.Macrae
Text Box
23.86
David.Macrae
Text Box
28.12
David.Macrae
Text Box
52.834
David.Macrae
Text Box
36.45
David.Macrae
Text Box
30.85
David.Macrae
Text Box
34.62
David.Macrae
Text Box
32.71
David.Macrae
Text Box
27.92
David.Macrae
Text Box
20.11
David.Macrae
Text Box
20.81
David.Macrae
Text Box
20.16
David.Macrae
Text Box
19.86
David.Macrae
Text Box
32.75
David.Macrae
Text Box
173.27
David.Macrae
Text Box
30.23
David.Macrae
Text Box
178.52
David.Macrae
Text Box
37.49
David.Macrae
Text Box
4.19
David.Macrae
Text Box
32.46
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
55.924
David.Macrae
Text Box
53.687
David.Macrae
Text Box
53.825
David.Macrae
Text Box
AS CONSTRUCTED IL
David.Macrae
Text Box
AS CONSTRUCTED FSL
David.Macrae
ASCON
David.Macrae
Line
David.Macrae
Text Box
I
David.Macrae
Text Box
David.Macrae
Text Box
XX/XX/XX
David.Macrae
Text Box
AS CONSTRUCTED
David.Macrae
Text Box
I
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
David.Macrae
Text Box
53.878
David.Macrae
Line
David.Macrae
Text Box
51.710
David.Macrae
Text Box
53.878
David.Macrae
Line
David.Macrae
Text Box
51.721
David.Macrae
Text Box
53.878
David.Macrae
Line
David.Macrae
Text Box
51.724
David.Macrae
Text Box
61.949
David.Macrae
Line
David.Macrae
Text Box
59.114
David.Macrae
Text Box
61.949
David.Macrae
Line
David.Macrae
Text Box
59.157
David.Macrae
Text Box
61.949
David.Macrae
Line
David.Macrae
Text Box
59.205
David.Macrae
Text Box
63.121
David.Macrae
Line
David.Macrae
Text Box
60.556
David.Macrae
Text Box
63.121
David.Macrae
Line
David.Macrae
Text Box
60.641
David.Macrae
Text Box
63.121
David.Macrae
Line
David.Macrae
Text Box
60.679
David.Macrae
Text Box
65.161
David.Macrae
Line
David.Macrae
Text Box
62.252
David.Macrae
Text Box
65.863
David.Macrae
Line
David.Macrae
Text Box
63.264
David.Macrae
Text Box
65.863
David.Macrae
Line
David.Macrae
Text Box
63.333
David.Macrae
Text Box
65.863
David.Macrae
Line
David.Macrae
Text Box
63.386
David.Macrae
Text Box
66.016
David.Macrae
Line
David.Macrae
Text Box
63.932
David.Macrae
Text Box
66.016
David.Macrae
Line
David.Macrae
Text Box
63.934
David.Macrae
Text Box
66.016
David.Macrae
Line
David.Macrae
Text Box
63.941
David.Macrae
Text Box
66.202
David.Macrae
Line
David.Macrae
Text Box
64.130
David.Macrae
Text Box
64.157
David.Macrae
Line
David.Macrae
Text Box
54.179
David.Macrae
Line
David.Macrae
Text Box
51.505
David.Macrae
Text Box
51.554
David.Macrae
Line
David.Macrae
Text Box
54.651
David.Macrae
Line
David.Macrae
Text Box
52.423
David.Macrae
Text Box
52.469
David.Macrae
Line
David.Macrae
Text Box
54.228
David.Macrae
Line
David.Macrae
Text Box
61.639
David.Macrae
Text Box
51.694
David.Macrae
Line
David.Macrae
Text Box
54.811
David.Macrae
Line
David.Macrae
Text Box
52.720
David.Macrae
Text Box
52.771
David.Macrae
Line
David.Macrae
Text Box
65.989
David.Macrae
Line
David.Macrae
Text Box
63.582
David.Macrae
Text Box
63.913
David.Macrae
Line
David.Macrae
Text Box
62.458
David.Macrae
Line
David.Macrae
Text Box
59.960
David.Macrae
Text Box
60.302
David.Macrae
Line
David.Macrae
Text Box
55.799
David.Macrae
Text Box
55.707
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
57.896
David.Macrae
Text Box
53.787
David.Macrae
Text Box
52.165
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
55.591
David.Macrae
Text Box
52.037
David.Macrae
Text Box
52.009
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
54.815
David.Macrae
Text Box
51.661
David.Macrae
Text Box
51.639
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
54.228
David.Macrae
Text Box
54.179
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
51.541
David.Macrae
Text Box
51.505
David.Macrae
Text Box
53.717
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
51.336
David.Macrae
Text Box
49.564
David.Macrae
Text Box
53.013
David.Macrae
Line
David.Macrae
Text Box
52.974
David.Macrae
Line
David.Macrae
Text Box
53.264
David.Macrae
Line
David.Macrae
Text Box
53.542
David.Macrae
Line
David.Macrae
Text Box
54.587
David.Macrae
Line
David.Macrae
Text Box
55.120
David.Macrae
Line
David.Macrae
Text Box
55.626
David.Macrae
Line
David.Macrae
Text Box
56.361
David.Macrae
Line
David.Macrae
Text Box
57.236
David.Macrae
Line
David.Macrae
Text Box
58.193
David.Macrae
Line
David.Macrae
Text Box
59.012
David.Macrae
Line
David.Macrae
Text Box
59.715
David.Macrae
Line
David.Macrae
Text Box
60.514
David.Macrae
Line
David.Macrae
Text Box
62.544
David.Macrae
Line
David.Macrae
Text Box
63.318
David.Macrae
Line
David.Macrae
Text Box
64.063
David.Macrae
Line
David.Macrae
Text Box
64.550
David.Macrae
Line
David.Macrae
Text Box
65.143
David.Macrae
Line
David.Macrae
Text Box
53.204
David.Macrae
Line
David.Macrae
Text Box
53.469
David.Macrae
Line
David.Macrae
Text Box
53.692
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
180.15
David.Macrae
Text Box
159.45
David.Macrae
Text Box
109.06
David.Macrae
Text Box
105.47
David.Macrae
Text Box
347.31
David.Macrae
Text Box
185.13
David.Macrae
Text Box
181.78
David.Macrae
Text Box
29.70
David.Macrae
Text Box
20.32
David.Macrae
Text Box
15.50
David.Macrae
Text Box
21.69
David.Macrae
Text Box
20.14
David.Macrae
Text Box
20.59
David.Macrae
Text Box
16.95
David.Macrae
Text Box
29.66
David.Macrae
Text Box
20.38
David.Macrae
Text Box
20.14
David.Macrae
Text Box
16.87
David.Macrae
Text Box
22.51
David.Macrae
Text Box
20.91
David.Macrae
Text Box
176.18
David.Macrae
Text Box
122.40
David.Macrae
Text Box
103.16
David.Macrae
Text Box
166.47
David.Macrae
Text Box
36.01
David.Macrae
Text Box
31.84
David.Macrae
Text Box
62.330
David.Macrae
Line
David.Macrae
Text Box
AS CONSTRUCTED IL
David.Macrae
Text Box
AS CONSTRUCTED FSL
David.Macrae
ASCON
David.Macrae
Line
David.Macrae
Text Box
G
David.Macrae
Text Box
David.Macrae
Text Box
XX/XX/XX
David.Macrae
Text Box
AS CONSTRUCTED
David.Macrae
Text Box
G
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
David.Macrae
Text Box
54.896
David.Macrae
Line
David.Macrae
Text Box
52.674
David.Macrae
Line
David.Macrae
Text Box
54.896
David.Macrae
Text Box
52.692
David.Macrae
Line
David.Macrae
Text Box
54.896
David.Macrae
Text Box
52.704
David.Macrae
Line
David.Macrae
Text Box
53.190
David.Macrae
Text Box
51.524
David.Macrae
Line
David.Macrae
Text Box
48.027
David.Macrae
Text Box
46.008
David.Macrae
Line
David.Macrae
Text Box
48.027
David.Macrae
Text Box
46.025
David.Macrae
Line
David.Macrae
Text Box
48.027
David.Macrae
Text Box
46.033
David.Macrae
Line
David.Macrae
Text Box
48.191
David.Macrae
Text Box
46.083
David.Macrae
Line
David.Macrae
Text Box
48.191
David.Macrae
Text Box
46.094
David.Macrae
Line
David.Macrae
Text Box
48.191
David.Macrae
Text Box
46.112
David.Macrae
Line
David.Macrae
Text Box
48.534
David.Macrae
Text Box
46.408
David.Macrae
Text Box
46.576
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
47.988
David.Macrae
Text Box
45.816
David.Macrae
Text Box
45.973
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
53.717
David.Macrae
Text Box
49.564
David.Macrae
Text Box
51.282
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
66.250
David.Macrae
Text Box
64.156
David.Macrae
Text Box
64.180
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
66.098
David.Macrae
Text Box
63.745
David.Macrae
Text Box
63.774
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
65.989
David.Macrae
Text Box
63.582
David.Macrae
Text Box
63.652
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
63.170
David.Macrae
Text Box
60.885
David.Macrae
Text Box
60.985
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
62.458
David.Macrae
Text Box
59.960
David.Macrae
Text Box
60.084
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
55.320
David.Macrae
Text Box
53.131
David.Macrae
Text Box
53.182
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
54.815
David.Macrae
Text Box
52.009
David.Macrae
Text Box
52.594
David.Macrae
Line
David.Macrae
Text Box
54.333
David.Macrae
Line
David.Macrae
Text Box
62.121
David.Macrae
Line
David.Macrae
Text Box
65.042
David.Macrae
Line
David.Macrae
Text Box
64.905
David.Macrae
Line
David.Macrae
Text Box
65.064
David.Macrae
Line
David.Macrae
Text Box
65.161
David.Macrae
Line
David.Macrae
Text Box
53.181
David.Macrae
Line
David.Macrae
Text Box
52.753
David.Macrae
Line
David.Macrae
Text Box
52.571
David.Macrae
Line
David.Macrae
Line
David.Macrae
Text Box
67.46
David.Macrae
Text Box
69.39
David.Macrae
Text Box
100.42
David.Macrae
Text Box
74.60
David.Macrae
Text Box
43.26
David.Macrae
Text Box
123.84
David.Macrae
Text Box
98.17
David.Macrae
Text Box
170.61
David.Macrae
Text Box
111.31
David.Macrae
Text Box
66.17
David.Macrae
Text Box
144.90
David.Macrae
Text Box
79.92
David.Macrae
Text Box
103.63
David.Macrae
Text Box
75.55
David.Macrae
Text Box
97.64
David.Macrae
Text Box
AS CONSTRUCTED IL
David.Macrae
Text Box
AS CONSTRUCTED FSL
David.Macrae
Line
David.Macrae
ASCON
David.Macrae
Text Box
I
David.Macrae
Text Box
David.Macrae
Text Box
XX/XX/XX
David.Macrae
Text Box
AS CONSTRUCTED
David.Macrae
Text Box
I
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