everleigh precinct 1.1 subdivision development · hb3 20 hb2 20 5 20 4 20 hb1 23 hb10 2 hb9 2hb8 2...
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C500MIR001-01
VEGETATION PROTECTION
A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIOR TO
CONSTRUCTION, OR REPLACED IF DESTROYED.
B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES S
HALL BE CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED
VERTICALLY FROM GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES
PRIOR TO CONSTRUCTION AND REMAIN UNTIL COMPLETION.
C. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS
ARE SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE
FUNGICIDE. CONTACT RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE.
D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED
ARBORIST
SOIL
A. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY.
B. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE
STORMWATER SYSTEM. THIS MAY INVOLVE PLACING APPROPRIATE SEDIMENT
CONTROLS AROUND STOCKPILES.
C. IF ACID SULPHATE SOILS EXIST IN THE WORKS AREA, ACID SULPHATE SOILS
ARE TO MANAGED IN ACCORDANCE WITH AN APPROVED ACID SULPHATE SOIL
MANAGEMENT PLAN.
CREEK CROSSINGS
A. SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF ANY
EXCAVATION WORK.
B. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT SEDIMENT
FROM ENTERING THE CREEK.
C. NO SOIL SHALL BE STOCKPILED WITHIN 5m OF THE CREEK.
REHABILITATION
A. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS SHALL BE
REINSTATED.
B. PREDISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED.
SAFETY
A. THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL COMPLY WITH ALL
QUEENSLAND LEGISLATION.
GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT
SOUTH EAST QUEENSLAND SEWERAGE CODE SPECIFICATIONS AND
STANDARDS.
2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY
WITH THE RELEVANT AUSTRALIAN STANDARDS.
3. THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING
SHALL BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION.
SEWERAGE WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT
BE PERMITTED TO CONNECT INTO THE SEQ SERVICE PROVIDER SEWERAGE
SYSTEM.
4. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES
SHALL BE CARRIED OUT BY THE CONTRACTOR UNDER LOGAN WATER
SUPERVISION AT THE DEVELOPER'S COST.
5. ALL PIPES AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF
THE "ACCEPTED PRODUCTS AND MATERIALS" LIST.
6. EACH ALLOTMENT SHALL BE SERVED BY A DN100 PROPERTY CONNECTION.
FOR ALLOTMENTS OTHER THAN SINGLE RESIDENTIAL, A DN150 PROPERTY
CONNECTION SHALL BE PROVIDED.
7. PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS
SHOWN IN THE DRAWINGS.
8. PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A
MINIMUM OF 300mm AND A MAXIMUM OF 750mm.
9. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN
LAYERS NOT EXCEEDING 300mm (LOOSE) IN DEPTH AND SHALL BE
COMPACTED UNTIL THE COMPACTION IS NOT LESS THAN 95% OF THE
MATERIALS MAXIMUM COMPACTION WHEN TESTED IN ACCORDANCE WITH
A.S. 1289 (MODIFIED COMPACTION). TESTING SHALL BE CARRIED OUT
AFTER EACH ALTERNATE LAYER. IN ALL SUCH CASES APPROVAL OF
CONSTRUCTED SEWERS WILL NOT BE ISSUED BY THE SEQ SERVICE
PROVIDER UNLESS CERTIFICATES ARE PRODUCED CERTIFYING THAT THE
REQUIRED COMPACTION HAS BEEN ACHIEVED.
10. WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER,BULKHEADS SHALL
BE CONSTRUCTED IN ACCORDANCE WITH THE SEQ SEWER CODE.
11. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING
SERVICES WITH RELEVANT AUTHORITIES BEFORE COMMENCING WORKS.
12. SEWERS SHALL BE DISUSED /ABANDONED IN ACCORDANCE WITH
PROCEDURES SET OUT IN THE SEQ SEWER CODE.
13. BENCH MARK AND LEVELS TO AHD.
14. EXISTING ALLOTMENTS REQUIRING A PROPERTY CONNECTION FROM
EXISTING SEWERS SHALL BE PROVIDED BY THE CONTRACTOR UNDER
LOGAN WATER SUPERVISION AT THE DEVELOPERS COST.
15. REFER TO BULK EARTHWORKS DRAWINGS FOR FINISHED SURFACE LEVELS.
16. ALL SEWER CONSTRUCTION WORK UNDERTAKEN BY THE CONTRACTOR
SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORK
HEALTH AND SAFETY ACT. FOR INFORMATION PHONE: 1300 369 915.
17. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY
PERMITS TO ALLOW CONSTRUCTION OF THE SEWER SYSTEM.
18. THE CONTRACTOR IS RESPONSIBLE FOR EXCAVATION AND SAFE SHORING
TO ALLOW SEWER MAINTENANCE SECTION TO CARRY OUT LIVE SEWER
WORK.
19. CONSTRUCT TRENCHES TO SEQ-SEW-1200-2, WITH EMBEDMENT TYPE 3
SUPPORT MINIMUM TO SEQ-SEW-1201-1, AND ROAD CROSSINGS TO
SEQ-SEW-1205-1 AND LCC STANDARDS.
20. CONSTRUCT PROPERTY CONNECTIONS TO SEQ-SEW-1100 SERIES.
21. CONSTRUCT MAINTENANCE STRUCTURES TO SEQ-SEW-1300 SERIES.
22. CONSTRUCT BULKHEADS TO SEQ-SEW-1206-1.
23. INSTALL DETECTABLE MARKER TAPE ON ALL MAINS AND PROPERTY
CONNECTIONS.
NAME OF ESTATE EVERLEIGH
SUBDIVIDER MIRVAC
APPLICATION No. DEV 2016/768
SP DELEGATE
APPROVAL DATE
5 JUNE 2017
DRAWING/PLAN No.C500-C511
No. OF ALLOTMENTS 104
AREA IN ha. -
LENGTH OF
SEWERS
150mm PVC 2687.5m
225mm PVC 38.9m
SEWER RETICULATION
RPEQ 7295
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
FOR MIRVAC
INDEMNITY - EXISTING SERVICES
NOT WITHSTANDING THAT EXISTING SERVICES MAY OR MAY
NOT BE SHOWN ON THESE DRAWINGS, NO RESPONSIBILITY
IS TAKEN BY THE ENGINEER OR THE PRINCIPAL FOR THIS
INFORMATION WHICH HAS BEEN SUPPLIED BY OTHERS. THE
DETAILS ARE PROVIDED FOR INFORMATION ONLY. THE
CONTRACTOR SHALL ASCERTAIN THE POSITION OF ALL
UNDERGROUND SERVICES PRIOR TO EXCAVATION AND
SHALL BE RESPONSIBLE FOR THE COST OF REPAIRS TO
DAMAGES CAUSED AS A RESULT OF THE WORKS.
DATERPEQDATEPROJECT DIRECTOR
B
REVISION
SHEET NUMBERJOB CODE
PROPERTY CONNECTIONS HAVE BEEN DESIGNED TO
CONTROL THE REQUIRED SERVICE AREA OF EACH LOT AT
A GRADE OF 1:60 AND A MAXIMUM DEPTH OF PROPERTY
CONNECTION AT 1.5 m. UNLESS OTHERWISE STATED. FOR
JUNCTION DETAILS REFER SEQ-SEW-1104-1 TO
SEQ-SEW-1105-1.
CONTACT "DIAL BEFORE YOU DIG" ON 1100 FOR LOCATION
OF EXISTING PUBLIC SERVICES PRIOR TO EXCAVATION.
ALL SEWER CONSTRUCTION WORK UNDERTAKEN BY THE
CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS
OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY
ACT 2011. CONTACT THE DIVISION OF HEALTH & SAFETY
FOR INFORMATION.
PHONE: 1300 362 128
ALL ENVIRONMENT PROTECTION MEASURES SHALL BE
IMPLEMENTED PRIOR TO COMMENCING ANY
CONSTRUCTION WORK, INCLUDING CLEARING.
SHEET LIST TABLE
SHEET NO. SHEET TITLE
C500 SEWERAGE RETICULATION LOCALITY PLAN & NOTES
C501 SEWERAGE RETICULATION LAYOUT PLAN - SHEET 1 OF 4
C502 SEWERAGE RETICULATION LAYOUT PLAN - SHEET 2 OF 4
C503 SEWERAGE RETICULATION LAYOUT PLAN - SHEET 3 OF 4
C504 SEWERAGE RETICULATION LAYOUT PLAN - SHEET 4 OF 4
C505 SEWERAGE RETICULATION LONG SECTIONS SHEET 1 OF 7
C506 SEWERAGE RETICULATION LONG SECTIONS SHEET 2 OF 7
C507 SEWERAGE RETICULATION LONG SECTIONS SHEET 3 OF 7
C508 SEWERAGE RETICULATION LONG SECTIONS SHEET 4 OF 7
C509 SEWERAGE RETICULATION LONG SECTIONS SHEET 5 OF 7
C510 SEWERAGE RETICULATION LONG SECTIONS SHEET 6 OF 7
C511 SEWERAGE RETICULATION LONG SECTIONS SHEET 7 OF 7
N
LOCALITY PLAN
--/--/----/--/--
N
SITE
B
CONSTRUCTION ISSUE26/02/1826/03/1829/03/1827/03/18 CONSTRUCTION ISSUE02/05/18 CONSTRUCTION ISSUE27/06/18
1119
EVERLEIGH DRIVE
BO
TA
NIC
A R
OA
D
MO
SS ST
RE
ET
OLIV
E A
VE
NU
E
OLIVE AVENUE
1051 10521047
105010491048
1007
1006
1005
1004
10541053
1125
1124
1123
1111
1105
1106
1110
1109
1108
1107
10391040104110421043104410451046
1121
1120
1117
1118
1116
1115
103810371036103510341031 10331032
1030
1029
1003
1002
1001
2132
2133
2134
2135
2136
211821172116211521142113211221112110
210121022103210421052106210721082109
20342021
2022 2033
20322023
2030
20312024
2025
2008
2007
2006
2005
2004
2001
2002
2003
2026 2027 2028 2029
2127 2126 2125 2124 2123 2122 2121 2120 2119 2128 2129
PARK
801
PARK
801
12
2
13
2
14
2
15
216
2
3
20
6
20
9
20
1
23
1
24
1
25
2
25
66.55
66.60
66.65
66.00 65.35 64.55 63.60
61.70 60.95 60.10 59.35 58.45 57.70 56.95 56.50 56.00 55.05 54.70
8
20
4.31
4.1
5 4.3
0
2.3
0
2.3
0
2.3
0
2.30
2.302.30
1.75
PLAN SEALING EXCLUSION
PLAN SEALING EXCLUSION
HB5
20
HB4
20
HB3
20
HB2
20
5
20
4
20
HB1
23
HB10
2
HB9
2 HB8
2
REFER C600 SERIES DRAWINGS
FOR TRUNK SEWER DETAILS
2.50 (TYP.) WHERE
ADJACENT ROOFWATER PIT
1
15
7
20
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
STORMWATER DRAINAGE
DRINKING WATER MAINW
D
GRAVITY SEWER
MAINTENANCE STRUCTURE
HORIZONTAL BEND (3m RADIUS).
12.0FINISHED CONTOURS (0.50m)
Ø100mm PROPERTY CONNECTION.
1.2m OFFSET TO BDY OR 6.5m WHERE
ZERO LOT LINE EXISTS (U.N.O.).
PROPOSED MAINTENANCE HOLE OR
MAINTENANCE SHAFT NUMBER.
REFER LONG SECTION DRAWINGS FOR
STRUCTURE DETAILS.
PROPERTY CONNECTIONS HAVE BEEN DESIGNED TO
CONTROL THE REQUIRED SERVICE AREA OF EACH LOT AT A
GRADE OF 1:60 AND A MAXIMUM DEPTH OF PROPERTY
CONNECTION AT 1.5m, UNLESS OTHERWISE STATED.
ALL PROPERTY CONNECTIONS DIA 100 PVC UNLESS
OTHERWISE DENOTED.
FOR SEWERAGE RETICULATION NOTES
REFER DWG No. C500.
LEGEND - EXISTING
LEGEND - PROPOSED
38
W WDRINKING WATER MAIN
STAGE BOUNDARY
DSTORMWATER DRAINAGE
S SGRAVITY SEWER
LOT NUMBER
S S
Ø100mm EXISTING
PROPERTY CONNECTION
EX HC
SCALE 1:500 (A1)
200 10 30m
N
ZERO LOT LINE
FUTURE PRECINCT 1.3
FUTURE PRECINCT 12
1
1
TRUNK SEWERTS
HB1
1
FUTURE DRIVEWAY LOCATION
PROPOSED RETAINING WALL
MIRVAC
MIR001-01
C501 D
23/04/18
12/01/18
10/11/17
10/11/17
D
C
B
A
AMENDED RETAINING WALL LOCATIONS, LOTS 2129-2131 LOT CALCS, ADD MS (7/20), CHANGED ALIGNMENT (12/2-13/2)
SEWER ALIGNMENTS AND MANHOLE TYPES AMENDED
ADDED PC'S, CHANGED STRUCTURE TYPES, ADDED TRENCHSTOPS
ORIGINAL ISSUE
KH
KH
KH
KH
MM
JS
JS
23/04/18
23/04/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LAYOUT PLAN - SHEET 1 OF 4
D
D
CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
1119
FOREST ROAD
E
V
E
R
L
E
IG
H
D
R
IV
E
KE
SSE
LS B
OU
LE
VA
RD
KE
SSE
LS B
OU
LE
VA
RD
DWAY 4
ROAD 45
BO
TA
NIC
A R
OA
D
RO
AD
4
5
1128
1127
1126
1125
1124
1123
1122
1121
1120
1251
1249
1250
21672166
2163
2165216421612160215921582157
21622156
2152
2153
2154
2148
2147
2146
2140
21412132
2133
2128 2129 2130 2131
215121502149
1270
1252
1253
1254
1255
1256
1258
1259
1260
1261
1269
1268
1267
1265
1264
1294
1295
1263
1262
1133
1134
1135
1136
1137
1138
1257
1266
PARK
801
PARK
804
PARK
802
E
9
3
7
2
9
2
10
2
11
2
12
2
12
T1
1
20
2
20
3
20
1
21
1
23
55.05 54.70 54.45 54.35
54.75
55.00
54.55 54.15 53.90
56.50
57.20
57.80
58.30
58.60
58.20
58.30
57.90
57.30
56.30
53.95
53.60
53.30
53.10
52.90
52.75
52.65
52.55
52.40
56.10
55.60
55.25
54.90
54.50
54.20
53.65
52.75
1
12
1
13
2
13
1
14
2
14
2
.3
0
2
.3
0
4.3
1
2
.3
0
2
.0
0
2
.3
1
1.75
1.75
2.30
2.30
1.75
2.3
0
1.75
1
30
2.30
1
22
2.30
1.0
0
PLAN SEALING EXCLUSION
HB1
23
HB1
20
REFER C600 SERIES DRAWINGS
FOR TRUNK SEWER DETAILS
HB4
2
REFER C600 SERIES DRAWINGS
FOR TRUNK SEWER DETAILS
6
2
HB5
2
HB6
2
HB7
2
HB8
3
HB9
3
HB1
12
HB2
12
2
12
HB1
13
1
15
HB1
15
2
.0
0
2.30
8
2
HB3
2
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
SCALE 1:500 (A1)
200 10 30m
N
FUTURE PRECINCT 9
FUTURE PRECINCT 1.5
FUTURE
PRECINCT 1.3
FOR SEWERAGE RETICULATION NOTES
REFER DWG No. C500.
FOR SEWER RETICULATION LEGEND REFER
TO DWG No. C501.
MIRVAC
MIR001-01
C502 D
23/04/18
12/01/18
10/11/17
10/11/17
D
C
B
A
AMENDED RET WALL LOCATIONS, LOT CALC CHANGE LOTS 2129-2131, AMENDED ALIGNMENT LINES 2 & 12
SEWER ALIGNMENTS AND MANHOLE TYPES AMENDED
ADDED PC'S, CHANGED STRUCTURE TYPES, ADDED TRENCHSTOPS
ORIGINAL ISSUE
KH
KH
KH
KH
MM
JS
JS
23/04/18
23/04/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LAYOUT PLAN - SHEET 2 OF 4
D
D
CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE27/06/18
1317
1155
1201
1158
V
I
N
E
W
A
Y
E
M
E
R
A
L
D
P
A
R
A
D
E
F
O
R
E
S
T
R
O
A
D
V
I
N
E
W
A
Y
1237
12241218
1216
1217
1212
1215
1214
1213
1211
1197
1210
1209
1200
1199
1198
1196
1195
1157
1156
1151
1149
1150
11541152 1153
1139
1140
1232
1231
1329
1330
1307
1328
1327
1308
1303
1306
1305
1304
1302
1299
1300
1301
1298
1297
11321131
1159
11411142
1143
1144
11301129
1128
1241
PARK
805
1202
1203
1192
1194
1193
1244
1180
1242
1243
1245
1246
1248
1247
1249
1240
1239
1238
1234
1236
1235
1233
1280
1279
1278
1277
1273
1276
1275
1274
1332
1272
1271
1270
1331
1334
1333
1281
1282
1283
1285
1284
1323
1324
1326
1325
1286
1288
1287
1290
1289
1291
1322
1321
1309
1320
1319
1318
1310
1311
1312
1313
1314
1315
1316
1292
1293
1294
1296
1133
1344
PARK
803
G
R
O
V
E
S
T
R
E
E
T
1
3
1
5
1
4
2
4
1
6
5
3
1
11
E
10
7
3
8
3
1
7
E
7
1
8
4
9
1
9
58.20
57.65 56.35
55.80
55.00
54.00
53.60
52.80
52.40
51.10
50.40
49.70
49.00
48.65
53.05
52.10
51.10
50.25
49.50
48.55
51.45
50.55
49.80
48.55
49.15
52.75
51.70
50.85
50.05
48.65
49.30
47.70
47.35
48.30
48.45
48.60
48.75
47.65
47.35
47.10
46.80
46.60
47.20
47.40
47.60
47.80
46.40
46.25
46.80
47.00
47.20
47.40
47.55
47.70
46.40
46.25
HB1
3
4
3
2
13
2
14
2
.3
0
2
.3
0
2
.3
0
2
.3
0
2
.3
0
2
.3
0
2
.2
4
1
.7
5
2
.3
0
2
.3
0
2.30
2
.3
0
2
.3
0
1
.7
5
1
.7
5
1
.8
8
1.75
2
3
PLAN SEALING EXCLUSION
HB6
3
HB5
3
HB4
3
HB2
9
HB1
6
3
3
3
2
HB1
10
HB1
2
HB2
2
5
2
HB3
3
HB2
6
HB1
4
6
3
1
10
HB7
3
3
4
2
HB2
3
HB1
7
HB2
7
2
9
3
9
HB2
9
HB3
9
1
31
HB1
31
HB2
31
HB3
2
2
10
2
7
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
SCALE 1:500 (A1)
200 10 30m
N
FUTURE PRECINCT 1.2
FUTURE PRECINCT 1.5
FUTURE PRECINCT 2
FOR SEWERAGE RETICULATION NOTES
REFER DWG No. C500.
FOR SEWER RETICULATION LEGEND REFER
TO DWG No. C501.
E
MIRVAC
MIR001-01
C503 E
23/04/18
19/01/18
12/01/18
10/11/17
10/11/17
E
D
C
B
A
AMENDED STRUCTURE LOCATIONS ON LINE 7 & 10
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
MM
JS
JS
23/04/18
23/04/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LAYOUT PLAN - SHEET 3 OF 4
E
E
CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE27/06/18
FUTURE SPORTS FIELDS
PARK
805
1244
1242
1243
1245
1246
1248
1247
1249
1250
1280
1279
1278
1277
1273
1276
1275
1274
1272
1285
1284
1286
PARK
804
G
R
O
V
E
S
T
R
E
E
T
2
2
5
3
1
11
48.55
51.70
50.85
50.05
48.65
49.30
47.70
47.35
46.40
46.25
1
2
HB1
3
2
.3
0
1
.7
5
1
.8
8
2
3
PLAN SEALING EXCLUSION
HB4
2
HB4
3
HB2
9
3
3
2
HB1
10
HB1
2
HB2
2
5
2
6
2
6
3
1
10
4
2
HB2
3
HB3
2
CONSTRUCT Ø150 UPVC SN8 STUB FOR FUTURE
CONNECTION. IL41.750. GRADE 1:180.
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
SCALE 1:500 (A1)
200 10 30m
N
FOR SEWERAGE RETICULATION NOTES
REFER DWG No. C500.
FOR SEWER RETICULATION LEGEND REFER
TO DWG No. C501.
FUTURE PRECINCT 1.5
MIRVAC
MIR001-01
C504 E
04/05/18
23/04/18
12/01/18
10/11/17
10/11/17
E
D
C
B
A
ADDED DETAILS FOR PIPE STUB TO MH 2/2
AMENDED LINE 2 STRUCTURE LOCATIONS AND ALIGNMENTS
SEWER ALIGNMENTS AND MANHOLE TYPES AMENDED
ADDED PC'S, CHANGED STRUCTURE TYPES, ADDED TRENCHSTOPS
ORIGINAL ISSUE
KH
KH
KH
KH
MM
JS
JS
04/05/18
04/05/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LAYOUT PLAN - SHEET 4 OF 4
D
E
CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE27/06/18
32.000
19.690
180
42
.6
12
44
.4
94
0.0
00
40
.3
60
41
.0
78
4.1
34
3.4
16
6/T1
B
B
Y
T1
0.0
00
19.165
180
42
.0
24
44
.7
83
19
.6
90
41
.1
88
41
.2
18
3.5
95
3.5
65
1/2
B
A
V
2
19
.6
90
46.010
180
42
.1
54
44
.7
49
38
.8
55
41
.3
24
41
.3
99
3.4
25
3.3
50
2/2
B
A
V
3
38
.8
55
4.108
180
44
.1
54
45
.4
50
84
.8
66
41
.6
55
43
.0
95
3.7
95
2.3
55
3/2
B
A
Y
2
84
.8
66
0.694
180
44
.3
69
45
.4
04
88
.9
74
43
.1
18
2.2
87
HTP
88
.9
74
TP
0.694
180
44
.4
08
45
.4
00
89
.6
68
43
.1
22
2.2
78
HB1/2
HB
26
.5
° B
EN
D8
9.6
68
IP
6.259
180
44
.4
53
45
.4
01
90
.3
61
43
.1
25
2.2
76
HTP
90
.3
61
TP
12
42
B1
.5
00
44
.5
00
0.308
180
44
.8
60
45
.4
70
96
.6
20
43
.1
60
2.3
10
HTP
96
.6
20
TP
0.308
180
44
.8
80
45
.4
75
96
.9
28
43
.1
62
2.3
13
HB2/2
HB
11
.8
° B
EN
D9
6.9
28
IP
31.521
180
44
.9
00
45
.4
82
97
.2
36
43
.1
64
2.3
19
HTP
97
.2
36
TP
12
43
D1
.0
95
44
.7
28
12
44
D1
.0
95
45
.5
11
21.512
180
47
.1
05
46
.6
06
12
8.7
57
43
.3
39
43
.3
69
3.2
67
3.2
37
4/2
B
A
12
8.7
57
12
44
D1
.0
95
45
.5
11
36.000
42.888
27
48
.6
42
47
.5
21
15
0.2
69
43
.4
88
45
.9
90
4.0
33
1.5
31
5/2
B
A
15
0.2
69
12
45
B1
.0
73
46
.7
24
12
46
B1
.0
95
47
.2
98
12
47
B1
.0
95
47
.8
32
0.137
27
51
.3
46
49
.3
41
19
3.1
57
47
.5
98
1.7
43
HTP
19
3.1
57
TP
0.137
27
51
.3
54
49
.3
47
19
3.2
94
47
.6
04
1.7
43
HB3/2
HB
5.2
° B
EN
D1
93
.2
94
IP
22.512
27
51
.3
62
49
.3
53
19
3.4
31
47
.6
09
1.7
44
HTP
19
3.4
31
TP
12
48
B1
.0
96
48
.5
47
12
49
B1
.0
95
49
.2
39
42.000
21.696
59
52
.3
92
50
.3
34
21
5.9
43
48
.4
53
48
.4
83
1.8
81
1.8
51
6/2
B
A
21
5.9
43
12
49
B1
.0
95
49
.2
39
12
50
B1
.0
94
49
.9
37
TYPE 3
0.105
59
DN150mm uPVC SN8
RR
53
.0
62
51
.0
68
23
7.6
39
48
.8
52
2.2
16
HTP
23
7.6
39
TP
0.105
59
53
.0
64
51
.0
71
23
7.7
44
48
.8
54
2.2
17
HB4/2
HB
4° B
EN
D2
37
.7
44
IP
33.205
59
53
.0
67
51
.0
74
23
7.8
48
48
.8
56
2.2
19
HTP
23
7.8
48
TP
12
51
B1
.0
96
50
.4
22
27.109
180
53
.5
44
51
.9
06
27
1.0
53
49
.4
20
50
.2
09
2.4
86
1.6
96
7/2
B
A
Y
212
27
1.0
53
12
52
B1
.0
95
50
.8
02
12
53
B1
.0
94
50
.9
40
0.112
180
53
.2
90
52
.0
61
29
8.1
62
50
.3
60
1.7
00
HTP
29
8.1
62
TP
0.112
180
53
.2
87
52
.0
61
29
8.2
74
50
.3
61
1.7
01
HB5/2
HB
4.3
° B
EN
D2
98
.2
74
IP
26.751
180
53
.2
85
52
.0
62
29
8.3
86
50
.3
61
1.7
01
HTP
29
8.3
86
TP
12
54
B1
.0
94
51
.1
59
12
55
B1
.0
95
51
.1
71
31.838
180
52
.6
73
52
.2
66
32
5.1
37
50
.5
10
50
.5
40
1.7
56
1.7
26
8/2
B
A
5.6
° B
EN
D3
25
.1
37
12
55
B1
.0
95
51
.1
71
12
56
B1
.0
95
51
.3
43
12
57
B1
.0
95
51
.6
29
28.151
163
52
.1
63
52
.7
24
35
6.9
75
50
.7
17
50
.7
47
2.0
07
1.9
77
9/2
B
35
6.9
75
12
57
B1
.0
95
51
.6
29
12
58
B1
.0
95
51
.7
50
0.085
163
51
.9
35
53
.0
87
38
5.1
26
50
.9
19
2.1
68
HTP
38
5.1
26
TP
0.085
163
51
.9
34
53
.0
89
38
5.2
10
50
.9
20
2.1
69
HB6/2
HB
3.2
° B
EN
D3
85
.2
10
IP
14.823
164
51
.9
34
53
.0
90
38
5.2
95
50
.9
20
2.1
70
HTP
38
5.2
95
TP
12
59
B1
.0
96
52
.0
54
0.092
164
51
.8
77
53
.4
32
40
0.1
18
51
.0
11
2.4
21
HTP
40
0.1
18
TP
0.092
164
51
.8
77
53
.4
36
40
0.2
10
51
.0
12
2.4
24
HB7/2
HB
3.5
° B
EN
D4
00
.2
10
IP
22.329
163
51
.8
78
53
.4
40
40
0.3
03
51
.0
12
2.4
28
HTP
40
0.3
03
TP
12
60
B1
.0
94
52
.5
46
45.484
180
52
.0
49
53
.9
25
42
2.6
31
51
.1
49
51
.1
79
2.7
76
2.7
46
10/2
B
13
42
2.6
31
11
22D
(E
)1
.4
00
54
.8
01
46.839
37
53
.2
62
54
.8
94
46
8.1
15
51
.4
31
53
.0
57
3.4
63
1.8
37
11/2
B
A
Y
2
46
8.1
15
11
22D
(E
)5
4.8
01
11
21D
(E
)1
.4
00
55
.2
96
11
20D
(E
)1
.4
00
55
.8
47
11
19D
(E
)1
.4
00
56
.3
47
29.911
27
55
.8
95
56
.3
96
51
4.9
53
54
.3
27
54
.9
36
2.0
69
1.4
60
12/2
B
51
4.9
53
11
19D
(E
)5
6.3
47
11
18D
(E
)1
.4
00
56
.7
51
11
17D
(E
)1
.4
00
57
.3
92
0.090
27
56
.9
07
57
.6
78
54
4.8
64
56
.0
30
1.6
48
HTP
54
4.8
64
TP
0.090
27
56
.9
08
57
.6
82
54
4.9
54
56
.0
34
1.6
49
HB8/2
HB
3.4
° B
EN
D5
44
.9
54
IP
56
.9
09
57
.6
86
54
5.0
44
56
.0
37
1.6
49
HTP
54
5.0
44
TP
EXISTING SURFACE LEVEL (ESL)
FINISHED SURFACE LEVEL (FSL)
INVERT LEVEL (IL)
DEPTH OF INVERT BELOW FSL
LINE
EMBEDMENT TYPE
LENGTH
GRADE (1 IN X)
PIPE SIZE (mm), CLASS
PROPERTY DESCRIPTION
LINE NO.
MH DROP TYPE
MH / MS TYPE
MH / MS COVER TYPE
MAINTENANCE HOLE / SHAFT NO.
PROPERTY CONNECTION
DEPTH
PROPERTY CONNECTION
INVERT LEVEL
PROPERTY CONNECTION TYPE
LOT NO.
CHAINAGE (CH)
DATUM RL
2
GB
2 5
00
mm
SE
WE
R R
ISIN
G M
AIN
IL 4
0.1
27
C
LR
0
.8
97
15
00
mm
ST
OR
MW
AT
ER
IL 4
2.1
00
C
LR
0
.3
13
15
00
mm
ST
OR
MW
AT
ER
IL 4
4.0
43
C
LR
0
.3
53
37
5m
m ST
OR
MW
AT
ER
IL 4
9.8
91
C
LR
0
.3
75
75
0m
m ST
OR
MW
AT
ER
IL 5
1.8
01
C
LR
0
.3
32
60
0m
m ST
OR
MW
AT
ER
IL 5
2.1
14
C
LR
0
.6
03
20
0m
m W
AT
ER
IL 5
4.1
12
C
LR
0
.8
82
15
0m
m W
AT
ER
IL 5
1.9
90
C
LR
1
.0
19
Y
DN225mm uPVC SN8
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
IL 41.750. GRADE 1:180.
V
A
V
A
V
A
Y
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
V V
RPEQ 7295
RPEQDESCRIPTIONREVDATE
REVISIONS
SCALE
PROJECT DIRECTOR
PROJECT MANAGER
CHECKED
DESIGNED
REVSHEET NUMBER
JOB CODE
SHEET TITLE
LOCATION
PROJECT
DATERPEQ
CLIENT
LEVEL 1, 100 BRUNSWICK STREET
PH: (07) 3253 2222
BRISBANE OFFICE
PO BOX 361
FORTITUDE VALLEY, QLD 4006
WEB: www.premise.com.au
DATE
MANHOLE TYPES
A CONCRETE MANHOLE 1.0Ø
B CONCRETE MANHOLE 1.2Ø
C CONCRETE MANHOLE 1.5Ø
J TYPE 'J' 1 MAINTENANCE SHAFT
HB HORIZONTAL BEND
(3m HORIZ. RADIUS)
HTP HORIZONTAL TANGENT POINT
LEGEND - PROPOSED
MAINTENANCE HOLE DROP TYPES
V FALL THROUGH MH
WOBLIQUE 45° BACKDROP
X INTERNAL DROP
Y EXTERNAL DROP
VORT INTERNAL VORTEX DROP
DENOTES VERGEFP
LID TYPES
B CLASS B NON TRAFFICABLE
CONCRETE IN FILL
BD CLASS B NON TRAFFICABLE BOLT
DOWN
D CLASS D TRAFFICABLE CONCRETE IN
FILL
Ú EMBEDMENT TYPE 3 WITH CRUSHED
ROCK NOMINAL 5-7mm (SINGLE SIZED).
PROPERTY CONNECTION TYPES
A TYPE A - STD
B TYPE B - SLOPE UP
D TYPE D - VERTICAL
MIRVAC
MIR001-01
C505 F
22/06/18
04/05/18
23/04/18
12/01/18
10/11/17
10/11/17
F
E
D
C
B
A
MAINTENANCE SHAFT CHANGED TO CONCRETE MANHOLE AND AMENDED HOUSE CONNECTION LEVELS
SOME MAINTENANCE SHAFTS CHANGED TO MANHOLES, ADDITIONAL DETAIL TO PIPE STUBS, BRIDGING STRUTURE SHOWN
MINOR DRAFTING AMENDMENTS & AMENDED LOCATIONS OF STRUCTURES ON LINE 2
SEWER ALIGNMENTS AND MANHOLE TYPES AMENDED
ADDED PC'S, CHANGED STRUCTURE TYPES, ADDED TRENCHSTOPS
ORIGINAL ISSUE
KH
KH
KH
KH
KH
KH
MM
JS
JS
22/06/18
22/06/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LONG SECTIONS SHEET 1 OF 7
E
E
E
E
E
E
E
E
F F
F
CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
50
0m
m SE
WE
R R
ISIN
G M
AIN
IL 4
0.9
35
C
LR
0
.8
65
15
00
mm
ST
OR
MW
AT
ER
IL 4
2.9
09
C
LR
0
.3
15
37
5m
m ST
OR
MW
AT
ER
IL 4
4.5
34
C
LR
0
.5
41
15
00
mm
ST
OR
MW
AT
ER
IL 4
4.8
46
C
LR
0
.3
57
33.000
42
.1
54
44
.7
49
0.0
00
41
.3
24
42
.0
20
3.4
25
2.7
29
2/2
B
A
3
42
.6
33
45
.5
22
21
.9
32
42
.1
42
3.3
81
HTP
21
.9
32
TP
42
.6
54
45
.5
06
22
.7
50
42
.1
46
3.3
60
HB1/3
HB
31
.2
° B
EN
D2
2.7
50
IP
42
.6
68
45
.5
16
23
.5
68
42
.1
51
3.3
65
HTP
23
.5
68
TP
42
.7
62
45
.5
13
30
.5
24
42
.1
89
3.3
23
HTP
30
.5
24
TP
42
.7
66
45
.5
19
30
.8
62
42
.1
91
3.3
27
HB2/3
HB
12
.9
° B
EN
D3
0.8
62
IP
42
.7
69
45
.5
26
31
.1
99
42
.1
93
3.3
33
HTP
31
.1
99
TP
42
.7
76
45
.5
60
32
.4
94
42
.2
00
42
.2
45
3.3
59
3.3
15
1/3
B
A
4
32
.4
94
12
79
D1
.0
95
44
.6
96
43
.5
15
45
.7
91
53
.3
72
42
.4
63
43
.5
92
3.3
28
2.1
99
2/3
B
A
Y
3
53
.3
72
12
80
B1
.0
96
44
.8
56
43
.4
37
46
.1
30
72
.5
80
43
.6
99
2.4
31
HTP
72
.5
80
TP
43
.4
45
46
.1
14
73
.7
50
43
.7
05
2.4
09
HB3/3
HB
44
.7
° B
EN
D7
3.7
50
IP
43
.4
70
46
.1
05
74
.9
21
43
.7
12
2.3
93
HTP
74
.9
21
TP
43
.6
21
46
.0
32
80
.5
24
43
.7
43
43
.7
73
2.2
89
2.2
59
3/3
B
11
80
.5
24
12
81
B
43
.6
38
46
.0
16
92
.0
20
43
.8
37
43
.8
77
2.1
79
2.1
39
4/3
B
A
6
92
.0
20
1.0
95
44
.9
21
12
82
B1
.0
95
45
.2
75
12
83
D1
.0
95
45
.6
36
12
84
D1
.0
95
45
.8
81
12
85
D1
.0
95
46
.1
91
46
.5
85
47
.3
42
14
3.1
47
44
.1
61
44
.1
91
3.1
81
3.1
51
5/3
B
A
9
14
3.1
47
12
86
D1
.0
95
47
.2
31
12
87
B1
.0
95
48
.2
82
12
88
B1
.0
95
49
.0
43
12
89
B1
.0
94
49
.8
94
12
90
B1
.0
94
50
.8
59
3
21.932
180
0.818
180
0.818
180
6.957
180
0.337
180
0.337
180
1.294
180
20.879
96
19.208
180
1.171
180
1.171
180
5.603
180
11.496
180
51.127
180
TYPE 3
DN150mm uPVC SN8
RR
Y V V
24.378
180
22.308
17
48
.3
64
48
.3
26
16
7.5
25
44
.3
26
46
.1
54
4.0
00
2.1
73
6/3
B
A
10
16
7.5
25
0.054
17
50
.0
20
49
.6
03
18
9.8
33
47
.4
93
2.1
10
HTP
18
9.8
33
TP
0.054
17
50
.0
24
49
.6
06
18
9.8
87
47
.4
96
2.1
10
HB4/3
HB
2.1
° B
EN
D1
89
.8
87
IP
16.207
17
50
.0
28
49
.6
10
18
9.9
41
47
.4
99
2.1
10
HTP
18
9.9
41
TP
0.053
17
51
.1
29
50
.5
87
20
6.1
48
48
.4
72
2.1
15
HTP
20
6.1
48
TP
0.053
17
51
.1
32
50
.5
90
20
6.2
01
48
.4
75
2.1
15
HB5/3
HB
2° B
EN
D2
06
.2
01
IP
40.000
16.032
17
51
.1
36
50
.5
93
20
6.2
54
48
.4
78
2.1
15
HTP
20
6.2
54
TP
16.050
20
52
.2
24
51
.5
58
22
2.2
86
49
.4
40
49
.8
22
2.1
18
1.7
36
7/3
B
22
2.2
86
0.057
20
53
.2
17
52
.5
26
23
8.3
36
50
.6
18
1.9
08
HTP
23
8.3
36
TP
0.057
20
53
.2
20
52
.5
29
23
8.3
93
50
.6
21
1.9
09
HB6/3
HB
2.2
° B
EN
D2
38
.3
93
IP
53
.2
24
52
.5
33
23
8.4
49
50
.6
23
1.9
09
HTP
23
8.4
49
TP
6no TRENCHSTOPS
@ 15m CRS MAX
Y
47.000
14.863
27
56
.9
09
57
.6
86
54
5.0
44
56
.0
37
1.6
49
HTP
54
5.0
44
TP
11
16D
(E
)1
.4
00
58
.1
46
0.047
27
57
.4
67
58
.3
40
55
9.9
07
56
.5
81
1.7
59
HTP
55
9.9
07
TP
0.047
27
57
.4
68
58
.3
42
55
9.9
54
56
.5
82
1.7
60
HB9/2
HB
1.8
° B
EN
D5
59
.9
54
IP
TYPE 3
27.955
27
DN150mm uPVC SN8
RR
57
.4
69
58
.3
44
56
0.0
00
56
.5
84
1.7
60
HTP
56
0.0
00
TP
11
15D
(E
)1
.4
00
58
.7
50
25.722
21
57
.6
30
59
.5
59
58
7.9
55
57
.6
06
57
.6
37
1.9
53
1.9
22
13/2
B
A
58
7.9
55
10
38D
(E
)1
.4
00
59
.6
00
0.051
21
57
.6
19
60
.5
45
61
3.6
77
58
.8
80
1.6
64
HTP
61
3.6
77
TP
0.051
21
57
.6
19
60
.5
47
61
3.7
28
58
.8
83
1.6
64
HB10/2
HB
1.9
° B
EN
D6
13
.7
28
IP
36.750
21
57
.6
19
60
.5
49
61
3.7
79
58
.8
85
1.6
64
HTP
61
3.7
79
TP
10
37D
(E
)1
.4
00
60
.3
00
10
36D
(E
)1
.4
00
60
.8
00
10
35D
(E
)1
.4
00
61
.3
00
10
34D
(E
)6
2.0
50
51.000
60.000
18
59
.2
59
62
.4
55
65
0.5
29
60
.6
60
60
.6
90
1.7
95
1.7
65
14/2
B
A
65
0.5
29
1.4
00
10
33D
(E
)1
.4
00
62
.6
00
10
32D
(E
)1
.4
00
63
.3
00
10
31D
(E
)1
.4
00
64
.1
00
D(E
)6
4.9
00
19.351
15
64
.1
85
65
.8
50
71
0.5
29
64
.0
51
64
.0
81
1.7
99
1.7
69
15/2
B
71
0.5
29
10
30
1.4
00
10
29D
(E
)1
.4
00
65
.7
70
65
.8
68
66
.9
03
72
9.8
80
65
.3
37
1.5
66
16/2
B
72
9.8
80
EXISTING SURFACE LEVEL (ESL)
FINISHED SURFACE LEVEL (FSL)
INVERT LEVEL (IL)
DEPTH OF INVERT BELOW FSL
LINE
EMBEDMENT TYPE
LENGTH
GRADE (1 IN X)
PIPE SIZE (mm), CLASS
PROPERTY DESCRIPTION
LINE NO.
MH DROP TYPE
MH / MS TYPE
MH / MS COVER TYPE
MAINTENANCE HOLE / SHAFT NO.
PROPERTY CONNECTION
DEPTH
PROPERTY CONNECTION
INVERT LEVEL
PROPERTY CONNECTION TYPE
LOT NO.
CHAINAGE (CH)
DATUM RL
2
3no TRENCHSTOPS
@ 15m CRS MAX
1no TRENCHSTOP
CENTRAL
15
0m
m W
AT
ER
IL 5
8.9
32
C
LR
1
.0
21
A
V
A
W
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
V V
A
V
A
12
41
D1
.2
95
44
.2
65
RPEQ 7295
RPEQDESCRIPTIONREVDATE
REVISIONS
SCALE
PROJECT DIRECTOR
PROJECT MANAGER
CHECKED
DESIGNED
REVSHEET NUMBER
JOB CODE
SHEET TITLE
LOCATION
PROJECT
DATERPEQ
CLIENT
LEVEL 1, 100 BRUNSWICK STREET
PH: (07) 3253 2222
BRISBANE OFFICE
PO BOX 361
FORTITUDE VALLEY, QLD 4006
WEB: www.premise.com.au
DATE
MANHOLE TYPES
A CONCRETE MANHOLE 1.0Ø
B CONCRETE MANHOLE 1.2Ø
C CONCRETE MANHOLE 1.5Ø
J TYPE 'J' 1 MAINTENANCE SHAFT
HB HORIZONTAL BEND
(3m HORIZ. RADIUS)
HTP HORIZONTAL TANGENT POINT
LEGEND - PROPOSED
MAINTENANCE HOLE DROP TYPES
V FALL THROUGH MH
WOBLIQUE 45° BACKDROP
X INTERNAL DROP
Y EXTERNAL DROP
VORT INTERNAL VORTEX DROP
DENOTES VERGEFP
LID TYPES
B CLASS B NON TRAFFICABLE
CONCRETE IN FILL
BD CLASS B NON TRAFFICABLE BOLT
DOWN
D CLASS D TRAFFICABLE CONCRETE IN
FILL
Ú EMBEDMENT TYPE 3 WITH CRUSHED
ROCK NOMINAL 5-7mm (SINGLE SIZED).
PROPERTY CONNECTION TYPES
A TYPE A - STD
B TYPE B - SLOPE UP
D TYPE D - VERTICAL
MIRVAC
MIR001-01
C506 H
22/06/18
22/05/18
04/05/18
23/04/18
19/01/18
12/01/18
10/11/17
10/11/17
H
G
F
E
D
C
B
A
ADDED LOT 1241 HOUSE CONNECTION AND AMENDED LOT 1115 HOUSE CONNECTION INVERT LEVEL
MAINTENANCE SHAFT CHANGED TO CONCRETE MANHOLE
SOME MAINTENANCE SHAFTS CHANGED TO MANHOLES, BRIDGING STRUCTURES SHOWN
MINOR DRAFTING AMENDMENTS & AMENDED LOCATIONS OF STRUCTURES ON LINE 2
SEWER PIPE DEPTHS AMENDED
SEWER ALIGNMENTS AND MANHOLE TYPES AMENDED
ADDED PC'S, CHANGED STRUCTURE TYPES, ADDED TRENCHSTOPS
ORIGINAL ISSUE
KH
KH
KH
KH
KH
KH
KH
KH
MM
JS
JS
22/06/18
22/06/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LONG SECTIONS SHEET 2 OF 7
FF
F
GGG
G
H
H
CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
41.000
53
.2
24
52
.5
33
23
8.4
49
50
.4
72
2.0
60
HTP
23
8.4
49
TP
12
91
B1
.0
94
51
.8
32
54
.9
55
53
.9
65
26
6.7
58
52
.0
26
1.9
39
HTP
26
6.7
58
TP
54
.9
58
53
.9
67
26
6.8
08
52
.0
29
1.9
39
HB7/3
HB
1.9
° B
EN
D2
66
.8
08
IP
54
.9
60
53
.9
70
26
6.8
58
52
.0
32
1.9
38
HTP
26
6.8
58
TP
55
.7
16
54
.8
06
28
1.8
81
52
.8
56
52
.9
56
1.9
50
1.8
50
8/3
B
A
28
1.8
81
12
92
B1
.0
95
53
.7
11
56
.4
69
55
.2
56
29
3.8
68
53
.3
27
1.9
30
HTP
29
3.8
68
TP
56
.4
90
55
.2
59
29
3.9
53
53
.3
29
1.9
30
HB8/3
HB
3.3
° B
EN
D2
93
.9
53
IP
56
.5
11
55
.2
62
29
4.0
39
53
.3
32
1.9
30
HTP
29
4.0
39
TP
12
93
B1
.0
95
54
.3
83
56
.7
66
55
.7
75
31
0.0
05
53
.8
25
1.9
50
HTP
31
0.0
05
TP
56
.7
69
55
.7
78
31
0.0
97
53
.8
28
1.9
50
HB9/3
HB
3.5
° B
EN
D3
10
.0
97
IP
56
.7
71
55
.7
81
31
0.1
89
53
.8
31
1.9
50
HTP
31
0.1
89
TP
12
94
B1
.0
96
54
.8
95
56
.9
41
55
.9
90
31
6.6
64
54
.0
31
1.9
60
9/3
B
31
6.6
64
EXISTING SURFACE LEVEL (ESL)
FINISHED SURFACE LEVEL (FSL)
INVERT LEVEL (IL)
DEPTH OF INVERT BELOW FSL
LINE
EMBEDMENT TYPE
LENGTH
GRADE (1 IN X)
PIPE SIZE (mm), CLASS
PROPERTY DESCRIPTION
LINE NO.
MH DROP TYPE
MH / MS TYPE
MH / MS COVER TYPE
MAINTENANCE HOLE / SHAFT NO.
PROPERTY CONNECTION
DEPTH
PROPERTY CONNECTION
INVERT LEVEL
PROPERTY CONNECTION TYPE
LOT NO.
CHAINAGE (CH)
DATUM RL
3
32.000
42
.7
76
45
.5
60
0.0
00
42
.2
00
43
.9
53
3.3
59
1.6
07
1/3
B
A
4
12
41
D1
.0
95
44
.4
65
12
40
B1
.0
95
44
.6
68
42
.8
67
45
.8
52
20
.1
69
44
.0
65
1.7
87
HTP
20
.1
69
TP
42
.8
67
45
.8
53
20
.2
72
44
.0
66
1.7
87
HB1/4
HB
3.9
° B
EN
D2
0.2
72
IP
42
.8
66
45
.8
55
20
.3
75
44
.0
66
1.7
88
HTP
20
.3
75
TP
12
39
B1
.0
95
44
.8
53
13
44
B1
.0
95
45
.1
84
12
38
B1
.0
95
45
.2
27
12
37
B1
.0
95
45
.4
53
44
.2
07
46
.5
48
74
.9
38
44
.3
69
44
.3
99
2.1
78
2.1
48
1/4
B
A
74
.9
38
12
36
B1
.0
95
45
.6
54
12
35
B1
.0
95
45
.8
33
12
34
B1
.0
95
46
.0
12
12
33
B1
.0
95
46
.1
71
46
.3
13
47
.4
44
14
5.3
56
45
.1
90
2.2
54
2/4
B
14
5.3
56
4
33.000
43
.6
38
46
.0
16
-1
0.3
92
43
.8
37
44
.2
07
2.1
79
1.8
09
4/3
B
A
6
43
.5
34
46
.0
31
-7
.9
59
44
.2
36
1.7
95
HTP
-7
.9
59
TP
43
.5
01
46
.0
42
-7
.1
42
44
.2
45
1.7
97
HB1/6
HB
31
.2
° B
EN
D-7
.1
42
IP
43
.4
71
46
.0
65
-6
.3
25
44
.2
55
1.8
10
HTP
-6
.3
25
TP
43
.3
31
46
.2
96
-1
.6
83
44
.3
10
1.9
86
HTP
-1
.6
83
TP
43
.3
74
46
.3
46
-0
.5
49
44
.3
23
2.0
23
HB2/6
HB
43
.3
° B
EN
D-0
.5
49
IP
43
.4
16
46
.3
96
0.5
85
44
.3
37
2.0
59
HTP
0.5
85
TP
13
34
B1
.0
95
45
.6
64
13
33
B1
.0
95
45
.8
65
13
32
B1
.0
94
46
.0
69
13
31
B1
.0
95
46
.2
48
45
.6
82
47
.4
57
89
.7
01
45
.3
94
2.0
63
1/6
B
89
.7
01
6
6no TRENCHSTOPS
@ 15m CRS MAX
15
0m
m W
AT
ER
IL 4
5.4
97
C
LR
1
.1
10
15
0m
m W
AT
ER
IL 4
5.3
39
C
LR
0
.9
42
28.309
18
0.050
18
0.050
18
15.023
18
TYPE 3
11.986
32
DN150mm uPVC SN8
RR
0.086
32
0.086
32
15.966
32
0.092
32
0.092
32
6.475
32
20.169
180
0.103
180
0.103
180
54.563
180
70.418
89
2.433
84
0.817
84
TYPE 3
0.817
84
DN150mm uPVC SN8
RR
4.642
84
1.134
84
1.134
84
89.115
84
TYPE 3
DN150mm uPVC SN8
RR
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
GRADE 0.947%.
Y W
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
GRADE 1.369%.
V
A
V
45
.2
20
2.2
24
A
V
45
.4
36
2.0
21
V
A
RPEQ 7295
RPEQDESCRIPTIONREVDATE
REVISIONS
SCALE
PROJECT DIRECTOR
PROJECT MANAGER
CHECKED
DESIGNED
REVSHEET NUMBER
JOB CODE
SHEET TITLE
LOCATION
PROJECT
DATERPEQ
CLIENT
LEVEL 1, 100 BRUNSWICK STREET
PH: (07) 3253 2222
BRISBANE OFFICE
PO BOX 361
FORTITUDE VALLEY, QLD 4006
WEB: www.premise.com.au
DATE
MANHOLE TYPES
A CONCRETE MANHOLE 1.0Ø
B CONCRETE MANHOLE 1.2Ø
C CONCRETE MANHOLE 1.5Ø
J TYPE 'J' 1 MAINTENANCE SHAFT
HB HORIZONTAL BEND
(3m HORIZ. RADIUS)
HTP HORIZONTAL TANGENT POINT
LEGEND - PROPOSED
MAINTENANCE HOLE DROP TYPES
V FALL THROUGH MH
WOBLIQUE 45° BACKDROP
X INTERNAL DROP
Y EXTERNAL DROP
VORT INTERNAL VORTEX DROP
DENOTES VERGEFP
LID TYPES
B CLASS B NON TRAFFICABLE
CONCRETE IN FILL
BD CLASS B NON TRAFFICABLE BOLT
DOWN
D CLASS D TRAFFICABLE CONCRETE IN
FILL
Ú EMBEDMENT TYPE 3 WITH CRUSHED
ROCK NOMINAL 5-7mm (SINGLE SIZED).
PROPERTY CONNECTION TYPES
A TYPE A - STD
B TYPE B - SLOPE UP
D TYPE D - VERTICAL
MIRVAC
MIR001-01
C507 G
22/05/18
04/05/18
23/04/18
19/01/18
12/01/18
10/11/17
10/11/17
G
F
E
D
C
B
A
MAINTENANCE SHAFT CHANGED TO CONCRETE MANHOLE
SOME MAINTENANCE SHAFTS CHANGED TO MANHOLES, ADDITIONAL DETAIL TO PIPE STUBS
MINOR DRAFTING AMENDMENTS
SEWER PIPE DEPTHS AMENDED
SEWER ALIGNMENTS AND MANHOLE TYPES AMENDED
ADDED PC'S, CHANGED STRUCTURE TYPES, ADDED TRENCHSTOPS
ORIGINAL ISSUE
KH
KH
KH
KH
KH
KH
KH
MM
JS
JS
22/05/18
22/05/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LONG SECTIONS SHEET 3 OF 7
F FF
F
F
F
F
G G
CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
3no TRENCHSTOPS
@ 15m CRS MAX
10
0m
m W
AT
ER
IL 4
7.4
21
C
LR
0
.7
51
15
0m
m W
AT
ER
IL 4
6.6
35
C
LR
2
.2
62
10
0m
m W
AT
ER
IL 4
6.7
74
C
LR
2
.3
72
15
00
mm
ST
OR
MW
AT
ER
IL 4
5.0
99
C
LR
0
.3
34
EXISTING SURFACE LEVEL (ESL)
FINISHED SURFACE LEVEL (FSL)
INVERT LEVEL (IL)
DEPTH OF INVERT BELOW FSL
LINE
EMBEDMENT TYPE
LENGTH
GRADE (1 IN X)
PIPE SIZE (mm), CLASS
PROPERTY DESCRIPTION
LINE NO.
MH DROP TYPE
MH / MS TYPE
MH / MS COVER TYPE
MAINTENANCE HOLE / SHAFT NO.
PROPERTY CONNECTION
DEPTH
PROPERTY CONNECTION
INVERT LEVEL
PROPERTY CONNECTION TYPE
LOT NO.
CHAINAGE (CH)
DATUM RL 34.000
46
.2
44
47
.8
29
0.0
00
44
.4
57
46
.1
84
3.3
72
1.6
45
1/9
B
A
Y
98
13
24
B1
.0
95
46
.9
26
13
25
B1
.0
95
47
.0
85
13
26
B1
.0
96
47
.2
24
45
.6
77
48
.3
19
49
.3
45
46
.6
66
1.6
53
1/8
B
A
49
.3
45
8
35.000
46
.5
85
47
.3
42
0.0
00
44
.1
61
44
.2
19
3.1
81
3.1
23
5/3
B
A
9
46
.8
11
47
.4
74
5.9
64
44
.2
52
3.2
22
HTP
5.9
64
TP
46
.8
44
47
.4
81
7.1
86
44
.2
59
3.2
22
HB1/9
HB
46
.7
° B
EN
D7
.1
86
IP
46
.8
39
47
.4
97
8.4
09
44
.2
66
3.2
32
HTP
8.4
09
TP
13
23
D
46
.2
44
47
.8
29
42
.8
18
44
.4
57
44
.4
97
3.3
72
3.3
32
1/9
B
A
V
98
42
.8
18
1.0
95
46
.7
34
46
.8
98
47
.8
92
55
.0
03
44
.5
65
45
.4
10
3.3
27
2.4
82
2/9
B
A
Y
9
55
.0
03
46
.7
38
48
.0
02
66
.7
71
45
.4
76
2.5
26
HTP
66
.7
71
TP
46
.7
27
48
.0
02
67
.9
49
45
.4
82
2.5
20
HB2/9
HB
45
° B
EN
D6
7.9
49
IP
46
.7
46
48
.0
10
69
.1
27
45
.4
89
2.5
21
HTP
69
.1
27
TP
46
.8
71
47
.9
78
73
.4
71
45
.5
13
2.4
65
HTP
73
.4
71
TP
46
.9
18
47
.9
67
74
.6
49
45
.5
19
2.4
48
HB3/9
HB
45
° B
EN
D7
4.6
49
IP
46
.9
85
47
.9
71
75
.8
27
45
.5
26
2.4
45
HTP
75
.8
27
TP
13
22
B4
6.9
10
47
.2
18
48
.0
05
79
.4
99
45
.5
46
45
.5
76
2.4
58
2.4
28
3/9
B
A
7
79
.4
99
1.0
95
13
21
B1
.0
95
47
.6
73
13
20
B1
.0
94
48
.4
22
13
19
B1
.0
95
49
.2
58
13
18
B1
.0
94
50
.2
16
51
.0
06
51
.3
11
13
8.5
06
48
.8
60
2.4
51
4/9
B
A
13
8.5
06
9
49.345
102
5.964
180
1.222
180
1.222
180
34.409
180
12.185
178
TYPE 3
11.768
180
DN150mm uPVC SN8
RR
1.178
180
1.178
180
4.344
180
1.178
180
1.178
180
3.672
180
59.006
18
TYPE 3
DN150mm uPVC SN8
RR
V V
37.000
11.605
97
48
.3
64
48
.3
26
0.0
00
44
.3
26
46
.0
46
4.0
00
2.2
80
6/3
B
A
W
310
Y
12
76
B1
.0
95
47
.3
49
29.904
18
48
.6
77
48
.4
44
11
.6
05
46
.1
65
46
.4
06
2.2
79
2.0
38
1/10
B
11
.6
05
12
76
B1
.0
95
47
.3
49
12
75
B1
.0
95
48
.0
81
12
74
B1
.0
95
48
.8
16
0.096
18
50
.8
90
50
.1
75
41
.5
09
48
.1
11
2.0
63
HTP
41
.5
09
TP
0.096
18
50
.8
97
50
.1
81
41
.6
05
48
.1
17
2.0
64
HB1/10
HB
3.7
° B
EN
D4
1.6
05
IP
34.719
18
50
.9
03
50
.1
86
41
.7
01
48
.1
22
2.0
64
HTP
41
.7
01
TP
12
73
B1
.0
95
49
.6
26
12
72
B1
.0
95
50
.4
48
22.406
18
53
.1
54
52
.2
27
76
.4
20
50
.1
02
50
.1
32
2.1
25
2.0
95
2/10
B
3.9
° B
EN
D7
6.4
20
12
71
B1
.0
95
51
.5
07
12
70
B1
.0
95
52
.4
31
54
.5
53
53
.5
25
98
.8
27
51
.4
07
2.1
18
E/10
END
98
.8
27
10
37
5m
m ST
OR
MW
AT
ER
IL 4
6.7
73
C
LR
0
.3
09
3no TRENCHSTOPS
@ 15m CRS MAX
38.000
ST
OR
MW
AT
ER
3
75
mm
IL 4
6.4
38
C
LR
0
.5
03
11.457
180
47
.2
18
48
.0
05
0.0
00
45
.5
46
45
.7
41
2.4
58
2.2
64
3/9
B
A
7
B1
.0
94
46
.8
94
67.337
20
47
.0
65
47
.9
89
11
.4
57
45
.8
04
45
.8
44
2.1
84
2.1
44
1/7
B
31
11
.4
57
13
09
B1
.0
94
46
.8
94
13
10
B1
.0
95
47
.4
65
13
11
B1
.0
95
48
.3
03
13
12
B1
.0
95
49
.0
51
13
13
B1
.0
95
49
.7
98
1.162
20
51
.3
74
51
.7
36
78
.7
94
49
.1
57
2.5
79
HTP
78
.7
94
TP
1.162
20
51
.4
52
51
.7
94
79
.9
57
49
.2
15
2.5
80
HB1/7
HB
44
.4
° B
EN
D7
9.9
57
IP
15.273
20
51
.5
21
51
.8
28
81
.1
19
49
.2
72
2.5
56
HTP
81
.1
19
TP
13
14
B1
.0
94
50
.7
97
B1
.0
95
51
.4
67
21.719
20
52
.4
16
52
.5
62
96
.3
92
50
.0
23
50
.0
53
2.5
38
2.5
08
2/7
B
96
.3
92
13
15
B1
.0
95
51
.4
67
13
16
B1
.0
94
52
.2
00
0.972
20
53
.7
34
53
.4
63
11
8.1
12
51
.1
28
2.3
34
HTP
11
8.1
12
TP
0.972
20
53
.7
88
53
.4
88
11
9.0
84
51
.1
76
2.3
11
HB2/7
HB
37
.1
° B
EN
D1
19
.0
84
IP
4.719
20
53
.8
27
53
.5
00
12
0.0
56
51
.2
25
2.2
76
HTP
12
0.0
56
TP
53
.9
67
53
.5
58
12
4.7
76
51
.4
58
2.1
00
E/7
END
12
4.7
76
7
13
17
B1
.0
95
52
.4
64
6no TRENCHSTOPS
@ 15m CRS MAX
TYPE 3 TYPE 3
DN150mm uPVC SN8DN150mm uPVC SN8
RR RR
V
A
V
A
V
A
V
A
V
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
RPEQ 7295
RPEQDESCRIPTIONREVDATE
REVISIONS
SCALE
PROJECT DIRECTOR
PROJECT MANAGER
CHECKED
DESIGNED
REVSHEET NUMBER
JOB CODE
SHEET TITLE
LOCATION
PROJECT
DATERPEQ
CLIENT
LEVEL 1, 100 BRUNSWICK STREET
PH: (07) 3253 2222
BRISBANE OFFICE
PO BOX 361
FORTITUDE VALLEY, QLD 4006
WEB: www.premise.com.au
DATE
MANHOLE TYPES
A CONCRETE MANHOLE 1.0Ø
B CONCRETE MANHOLE 1.2Ø
C CONCRETE MANHOLE 1.5Ø
J TYPE 'J' 1 MAINTENANCE SHAFT
HB HORIZONTAL BEND
(3m HORIZ. RADIUS)
HTP HORIZONTAL TANGENT POINT
LEGEND - PROPOSED
MAINTENANCE HOLE DROP TYPES
V FALL THROUGH MH
WOBLIQUE 45° BACKDROP
X INTERNAL DROP
Y EXTERNAL DROP
VORT INTERNAL VORTEX DROP
DENOTES VERGEFP
LID TYPES
B CLASS B NON TRAFFICABLE
CONCRETE IN FILL
BD CLASS B NON TRAFFICABLE BOLT
DOWN
D CLASS D TRAFFICABLE CONCRETE IN
FILL
Ú EMBEDMENT TYPE 3 WITH CRUSHED
ROCK NOMINAL 5-7mm (SINGLE SIZED).
PROPERTY CONNECTION TYPES
A TYPE A - STD
B TYPE B - SLOPE UP
D TYPE D - VERTICAL
E
MIRVAC
MIR001-01
C508 G
22/05/18
04/05/18
23/04/18
19/01/18
12/01/18
10/11/17
10/11/17
G
F
E
D
C
B
A
MAINTENANCE SHAFT CHANGED TO CONCRETE MANHOLE
SOME MAINTENANCE SHAFTS CHANGED TO MANHOLES, BRIDGING STRUCTURES SHOWN
MINOR DRAFTING AMENDMENTS & AMENDED LOCATIONS OF STRUCTURES ON LINE 7 & 10
SEWER PIPE DEPTHS AMENDED
SEWER ALIGNMENTS AND MANHOLE TYPES AMENDED
ADDED PC'S, CHANGED STRUCTURE TYPES, ADDED TRENCHSTOPS
ORIGINAL ISSUE
KH
KH
KH
KH
KH
KH
KH
MM
JS
JS
22/05/18
22/05/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LONG SECTIONS SHEET 4 OF 7
E
FF
F
F
F
F
G
CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE27/06/18
33.000
43
.6
21
46
.0
32
0.0
00
43
.7
43
43
.7
73
2.2
89
2.2
59
3/3
B
A
11
12
78
B1
.0
96
45
.8
78
12
77
B1
.0
87
46
.2
34
46
.5
52
47
.3
21
49
.4
25
45
.7
34
1.5
87
1/11
B
A
49
.4
25
EXISTING SURFACE LEVEL (ESL)
FINISHED SURFACE LEVEL (FSL)
INVERT LEVEL (IL)
DEPTH OF INVERT BELOW FSL
LINE
EMBEDMENT TYPE
LENGTH
GRADE (1 IN X)
PIPE SIZE (mm), CLASS
PROPERTY DESCRIPTION
LINE NO.
MH DROP TYPE
MH / MS TYPE
MH / MS COVER TYPE
MAINTENANCE HOLE / SHAFT NO.
PROPERTY CONNECTION
DEPTH
PROPERTY CONNECTION
INVERT LEVEL
PROPERTY CONNECTION TYPE
LOT NO.
CHAINAGE (CH)
DATUM RL
11
25
0m
m W
AT
ER
IL 5
3.3
27
C
LR
0
.9
77
15
0m
m W
AT
ER
IL 5
7.1
38
C
LR
1
.5
73
15
0m
m W
AT
ER
IL 5
7.3
23
C
LR
1
.4
34
15
0m
m W
AT
ER
IL 5
5.2
13
C
LR
1
.2
67
TYPE 3
49.425
25
DN150mm uPVC SN8
RR
42.000
11.134
20
52
.0
49
53
.9
25
0.0
00
51
.1
49
51
.5
43
2.7
76
2.3
82
10/2
B
A
13
1.425
20
52
.7
70
54
.5
03
11
.1
34
52
.0
94
2.4
09
HTP
11
.1
34
TP
1.425
20
52
.8
63
54
.5
47
12
.5
59
52
.1
65
2.3
82
HB1/13
HB
54
.4
° B
EN
D1
2.5
59
IP
25.656
20
52
.9
59
54
.6
12
13
.9
85
52
.2
36
2.3
77
HTP
13
.9
85
TP
12
61
83.642
33
54
.8
49
55
.9
59
39
.6
41
53
.5
06
53
.5
36
2.4
53
2.4
23
1/13
B
A
14
39
.6
41
B1
.0
95
54
.8
64
12
62
B1
.0
95
56
.0
23
12
63
D1
.0
95
56
.5
57
12
95
B1
.0
95
56
.8
58
12
96
B1
.0
95
56
.6
50
57
.8
92
57
.7
45
12
3.2
83
56
.1
05
1.6
40
2/13
B
12
3.2
83
13
43.000
15.950
180
54
.8
49
55
.9
59
0.0
00
53
.5
06
53
.5
86
2.4
53
2.3
73
1/13
B
A
14
TYPE 3
76.800
30.09
DN150mm uPVC SN8
RR
55
.3
12
55
.9
28
15
.9
50
53
.6
74
53
.7
14
2.2
54
2.2
14
1/14
B
15
15
.9
50
11
38
B1
.0
94
55
.4
55
11
37
B1
.0
95
55
.8
42
11
36
B1
.0
95
56
.4
31
11
35
B1
.0
95
56
.7
98
11
34
B1
.0
94
56
.9
75
11
33
B1
.0
95
56
.8
15
58
.5
59
57
.9
10
92
.7
50
56
.2
66
1.6
44
2/14
B
92
.7
50
14
43.000
1.766
32
55
.3
12
55
.9
28
0.0
00
53
.6
34
53
.7
75
2.2
94
2.1
54
1/14
B
15
0.301
32
55
.3
84
55
.9
99
1.7
66
53
.8
30
2.1
69
HTP
1.7
66
TP
TYPE 3
0.301
32
DN150mm uPVC SN8
RR
55
.3
95
56
.0
10
2.0
67
53
.8
39
2.1
71
HB1/15
HB
11
.5
° B
EN
D2
.0
67
IP
31.082
32
55
.4
05
56
.0
22
2.3
69
53
.8
48
2.1
73
HTP
2.3
69
TP
56
.5
03
57
.0
00
33
.4
50
54
.8
16
2.1
84
1/15
B
33
.4
50
15
2no TRENCHSTOPS
@ 17.5m CRS MAX
DN150mm uPVC SN8
RR
TYPE 3
Y
40.000
34.305
25
53
.5
44
51
.9
06
0.0
00
49
.4
20
49
.8
88
2.4
86
2.0
18
7/2
B
A
W
212
29.937
29
55
.3
57
53
.2
16
34
.3
05
51
.2
60
51
.3
00
1.9
56
1.9
16
1/12
B
34
.3
05
12
69
D1
.2
95
52
.9
05
12
68
B1
.2
95
53
.2
05
0.132
29
55
.5
50
54
.6
44
64
.2
42
52
.3
49
2.2
96
HTP
64
.2
42
TP
0.132
29
55
.5
48
54
.6
97
64
.3
74
52
.3
53
2.3
44
HB1/12
HB
5° B
EN
D6
4.3
74
IP
14.867
29
55
.5
46
54
.7
50
64
.5
06
52
.3
58
2.3
92
HTP
64
.5
06
TP
12
67
B1
.2
95
53
.6
05
12
66
B1
.2
95
53
.9
55
0.057
29
55
.4
39
55
.2
50
79
.3
73
52
.8
78
2.3
72
HTP
79
.3
73
TP
0.057
29
55
.4
39
55
.2
50
79
.4
30
52
.8
80
2.3
70
HB2/12
HB
2.2
° B
EN
D7
9.4
30
IP
26.227
29
55
.4
39
55
.2
50
79
.4
87
52
.8
82
2.3
68
HTP
79
.4
87
TP
12
65
B1
.2
88
54
.3
12
12
64
B1
.4
00
54
.7
00
55
.2
39
55
.6
00
10
5.7
14
53
.8
00
1.8
00
2/12
B
10
5.7
14
12
25
0m
m W
AT
ER
IL 5
0.7
06
C
LR
0
.6
17
37
5m
m ST
OR
MW
AT
ER
IL 5
1.7
73
C
LR
0
.3
21
TYPE 3
DN150mm uPVC SN8
PPRR
V V V
A
V
A
V
A
V
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
GRADE 3.410%.
54
.8
46
2.1
54
A
V
A A A
RPEQ 7295
RPEQDESCRIPTIONREVDATE
REVISIONS
SCALE
PROJECT DIRECTOR
PROJECT MANAGER
CHECKED
DESIGNED
REVSHEET NUMBER
JOB CODE
SHEET TITLE
LOCATION
PROJECT
DATERPEQ
CLIENT
LEVEL 1, 100 BRUNSWICK STREET
PH: (07) 3253 2222
BRISBANE OFFICE
PO BOX 361
FORTITUDE VALLEY, QLD 4006
WEB: www.premise.com.au
DATE
MANHOLE TYPES
A CONCRETE MANHOLE 1.0Ø
B CONCRETE MANHOLE 1.2Ø
C CONCRETE MANHOLE 1.5Ø
J TYPE 'J' 1 MAINTENANCE SHAFT
HB HORIZONTAL BEND
(3m HORIZ. RADIUS)
HTP HORIZONTAL TANGENT POINT
LEGEND - PROPOSED
MAINTENANCE HOLE DROP TYPES
V FALL THROUGH MH
WOBLIQUE 45° BACKDROP
X INTERNAL DROP
Y EXTERNAL DROP
VORT INTERNAL VORTEX DROP
DENOTES VERGEFP
LID TYPES
B CLASS B NON TRAFFICABLE
CONCRETE IN FILL
BD CLASS B NON TRAFFICABLE BOLT
DOWN
D CLASS D TRAFFICABLE CONCRETE IN
FILL
Ú EMBEDMENT TYPE 3 WITH CRUSHED
ROCK NOMINAL 5-7mm (SINGLE SIZED).
PROPERTY CONNECTION TYPES
A TYPE A - STD
B TYPE B - SLOPE UP
D TYPE D - VERTICAL
E
MIRVAC
MIR001-01
C509 H
22/06/18
22/05/18
04/05/18
23/04/18
19/01/18
12/01/18
10/11/17
10/11/17
H
G
F
E
D
C
B
A
AMENDED LOT 1264 HOUSE CONNECTION INVERT LEVEL
MAINTENANCE SHAFT CHANGED TO CONCRETE MANHOLE
SOME MAINTENANCE SHAFTS CHANGED TO MANHOLES, ADDITIONAL DETAIL TO PIPE STUBS, MINOR INVERT LEVEL CHANGES
MINOR DRAFTING AMENDMENTS & AMENDED LOCATIONS OF BENDS ON LINE 12
SEWER PIPE DEPTHS AMENDED
SEWER ALIGNMENTS AND MANHOLE TYPES AMENDED
ADDED PC'S, CHANGED STRUCTURE TYPES, ADDED TRENCHSTOPS
ORIGINAL ISSUE
KH
KH
KH
KH
KH
KH
KH
KH
MM
JS
JS
22/06/18
22/06/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LONG SECTIONS SHEET 5 OF 7
FF F
FF
F
F
F
F
G GGG
G
H
CONSTRUCTION ISSUE 27/06/18
90
0m
m ST
OR
MW
AT
ER
IL 5
2.8
32
C
LR
0
.5
16
15
0m
m W
AT
ER
IL 6
1.3
29
C
LR
1
.8
89
82
5m
m ST
OR
MW
AT
ER
IL 6
0.2
92
C
LR
0
.3
46
15
0m
m W
AT
ER
IL 5
3.4
52
C
LR
1
.7
00
15
0m
m W
AT
ER
IL 6
1.7
65
C
LR
1
.3
16
41.000
49
.8
12
53
.7
32
0.0
00
49
.5
80
51
.3
30
4.1
52
2.4
02
12/T1
B
B
Y
T1
48
.8
41
54
.1
74
31
.8
00
51
.5
06
51
.5
46
2.6
68
2.6
28
1/20
B
A
21
21
31
1.0
95
49
.9
41
54
.2
14
48
.4
79
51
.6
39
51
.6
79
2.5
75
2.5
35
2/20
B
22
B5
3.1
19
50
.0
24
53
.9
28
54
.3
19
51
.7
12
2.2
17
HTP
TP
50
.0
45
53
.8
87
55
.4
97
51
.7
18
2.1
69
HB1/20
HB
45
° B
EN
DIP
50
.0
73
53
.8
67
56
.6
75
51
.7
25
2.1
42
HTP
TP
21
30
B1
.0
95
52
.9
15
21
29
B1
.0
95
53
.2
20
21
28
D1
.0
95
53
.5
66
51
.9
10
54
.8
10
10
9.8
71
52
.0
20
52
.0
50
2.7
90
2.7
60
3/20
B
A
23
21
19
D1
.0
96
54
.4
75
52
.7
40
55
.5
71
13
4.2
23
52
.1
85
53
.8
26
3.3
86
1.7
45
4/20
B
A
Y
20
21
20
B1
.0
95
55
.0
40
21
21
B1
.0
96
55
.5
55
21
22
B1
.0
94
56
.3
86
46.000
54
.7
26
57
.8
78
19
2.2
23
55
.7
18
55
.7
48
2.1
60
2.1
30
5/20
B
21
23
B1
.0
95
57
.1
56
21
24
B1
.0
95
58
.1
09
21
25
B1
.0
94
58
.8
53
21
26
D1
.0
95
59
.6
86
21
27
D1
.0
96
60
.4
30
58
.1
52
61
.9
28
26
0.4
02
59
.1
23
2.8
05
HTP
TP
58
.1
83
61
.9
51
26
0.8
68
59
.1
46
2.8
05
HB2/20
HB
17
.8
° B
EN
DIP
58
.2
11
61
.9
75
26
1.3
33
59
.1
69
2.8
06
HTP
TP
59
.1
74
62
.4
28
27
7.7
21
59
.9
80
2.4
48
20
29
D1
.0
95
62
.5
14
20
28
D1
.0
95
63
.2
88
EXISTING SURFACE LEVEL (ESL)
FINISHED SURFACE LEVEL (FSL)
INVERT LEVEL (IL)
DEPTH OF INVERT BELOW FSL
LINE
EMBEDMENT TYPE
LENGTH
GRADE (1 IN X)
PIPE SIZE (mm), CLASS
PROPERTY DESCRIPTION
LINE NO.
MH DROP TYPE
MH / MS TYPE
MH / MS COVER TYPE
MAINTENANCE HOLE / SHAFT NO.
PROPERTY CONNECTION
DEPTH
PROPERTY CONNECTION
INVERT LEVEL
PROPERTY CONNECTION TYPE
LOT NO.
CHAINAGE (CH)
DATUM RL
20
39.000
48
.8
41
54
.1
74
0.0
00
51
.5
06
51
.5
36
2.6
68
2.6
38
1/20
B
21
21
48
B1
.0
95
53
.1
74
21
47
B1
.0
95
53
.5
53
50
.4
10
54
.6
47
32
.2
00
52
.4
28
2.2
19
1/21
B
32
.2
00
21
40.000
49
.9
41
54
.2
14
0.0
00
51
.6
39
51
.6
79
2.5
75
2.5
35
2/20
B
22
21
41
B1
.0
95
53
.7
04
50
.5
80
54
.7
99
33
.7
92
52
.7
42
2.0
58
1/22
B
33
.7
92
22
15
0m
m W
AT
ER
IL 5
3.4
24
C
LR
1
.6
78
45
0m
m ST
OR
MW
AT
ER
IL 5
2.3
05
C
LR
0
.4
99
20
0m
m W
AT
ER
IL 5
2.9
71
C
LR
1
.1
37
15
0m
m W
AT
ER
IL 5
3.1
78
C
LR
1
.3
17
31.800
180
16.679
180
5.839
180
1.178
180
1.178
180
53.196
180
24.351
180
58.000
31
TYPE 3
68.179
20
DN150mm uPVC SN8
RR
0.466
20
0.466
20
16.388
20
TYPE 3
32.200
36
DN150mm uPVC SN8
RR
TYPE 3
33.792
32
DN150mm uPVC SN8
RR
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
GRADE 1:180.
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
GRADE 1:180.
V
20
6.042
20
60
.2
20
2.2
08
6/20
B
24
1.178
20
59
.5
74
63
.0
24
28
3.7
63
60
.5
19
2.5
05
HTP
TP
1.178
20
59
.6
59
63
.1
31
28
4.9
42
60
.5
77
2.5
54
HB3/20
HB
45
° B
EN
DIP
51.000
32.406
20
59
.7
48
63
.2
41
28
6.1
20
60
.6
35
2.6
06
HTP
TP
1.0
95
64
.0
59
19.406
20
62
.0
47
65
.1
54
31
8.5
26
62
.2
40
62
.2
70
2.9
14
2.8
84
7/20
B
20
27
D
20
26
D1
.0
95
64
.6
11
1.178
20
63
.5
51
65
.8
48
33
7.9
32
63
.2
30
2.6
17
HTP
TP
1.178
20
63
.6
29
65
.8
73
33
9.1
10
63
.2
89
2.5
84
HB4/20
HB
45
° B
EN
DIP
4.569
20
63
.6
79
65
.9
05
34
0.2
88
63
.3
47
2.5
58
HTP
TP
3.630
180
63
.8
01
65
.9
79
34
4.8
57
63
.5
73
63
.8
83
2.4
06
2.0
96
8/20
B
25
0.393
180
63
.7
31
66
.0
15
34
8.4
87
63
.9
03
2.1
12
HTP
TP
0.393
180
63
.7
26
66
.0
17
34
8.8
80
63
.9
06
2.1
11
HB5/20
HB
15
° B
EN
DIP
32.408
180
63
.7
17
66
.0
19
34
9.2
73
63
.9
08
2.1
11
HTP
TP
20
25
B1
.0
96
65
.0
94
63
.4
37
66
.1
89
38
1.6
80
64
.0
88
2.1
02
9/20
B
38
1.6
80
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
GRADE 1:180.
15
0m
m W
AT
ER
IL 6
2.2
74
C
LR
1
.5
75
V
A
V
A
V
A
V
A
V
A
W
A
V
A
V
A
V
A
V
A
V
64
.1
18
2.0
71
52
.4
58
2.1
89
52
.7
72
2.0
27
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
RPEQ 7295
RPEQDESCRIPTIONREVDATE
REVISIONS
SCALE
PROJECT DIRECTOR
PROJECT MANAGER
CHECKED
DESIGNED
REVSHEET NUMBER
JOB CODE
SHEET TITLE
LOCATION
PROJECT
DATERPEQ
CLIENT
LEVEL 1, 100 BRUNSWICK STREET
PH: (07) 3253 2222
BRISBANE OFFICE
PO BOX 361
FORTITUDE VALLEY, QLD 4006
WEB: www.premise.com.au
DATE
MANHOLE TYPES
A CONCRETE MANHOLE 1.0Ø
B CONCRETE MANHOLE 1.2Ø
C CONCRETE MANHOLE 1.5Ø
J TYPE 'J' 1 MAINTENANCE SHAFT
HB HORIZONTAL BEND
(3m HORIZ. RADIUS)
HTP HORIZONTAL TANGENT POINT
LEGEND - PROPOSED
MAINTENANCE HOLE DROP TYPES
V FALL THROUGH MH
WOBLIQUE 45° BACKDROP
X INTERNAL DROP
Y EXTERNAL DROP
VORT INTERNAL VORTEX DROP
DENOTES VERGEFP
LID TYPES
B CLASS B NON TRAFFICABLE
CONCRETE IN FILL
BD CLASS B NON TRAFFICABLE BOLT
DOWN
D CLASS D TRAFFICABLE CONCRETE IN
FILL
Ú EMBEDMENT TYPE 3 WITH CRUSHED
ROCK NOMINAL 5-7mm (SINGLE SIZED).
PROPERTY CONNECTION TYPES
A TYPE A - STD
B TYPE B - SLOPE UP
D TYPE D - VERTICAL
MIRVAC
MIR001-01
C510 F
04/05/18
23/04/18
19/01/18
12/01/18
10/11/17
10/11/17
F
E
D
C
B
A
SOME MAINTENANCE SHAFTS CHANGED TO MANHOLES, ADDITIONAL DETAIL TO PIPE STUBS, BRIDGING STRUCTURES SHOWN
MINOR DRAFTING AMENDMENTS, & ADDED MS 7/20
SEWER PIPE DEPTHS AMENDED
SEWER ALIGNMENTS AND MANHOLE TYPES AMENDED
ADDED PC'S, CHANGED STRUCTURE TYPES, ADDED TRENCHSTOPS
ORIGINAL ISSUE
KH
KH
KH
KH
KH
KH
MM
JS
JS
04/05/18
04/05/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LONG SECTIONS SHEET 6 OF 7
E
F FF
F F F
F
F
F
F F
F
E
F
CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE27/06/18
FS
15
0m
m W
AT
ER
IL 5
4.1
56
C
LR
1
.3
15
15
0m
m W
AT
ER
IL 5
4.1
02
C
LR
1
.3
30
41.000
51
.9
10
54
.8
10
0.0
00
52
.0
20
52
.6
08
2.7
90
2.2
02
3/20
B
A
23
51
.9
28
54
.9
06
6.0
42
52
.6
91
2.2
15
HTP
6.0
42
TP
51
.9
21
54
.9
06
7.2
20
52
.7
08
2.1
98
HB1/23
HB
45
° B
EN
D7
.2
20
IP
51
.8
97
54
.9
15
8.3
98
52
.7
24
2.1
92
HTP
8.3
98
TP
21
32
B1
.0
95
54
.2
72
51
.7
48
55
.3
67
40
.8
05
53
.1
70
2.1
97
1/23
B
A
40
.8
05
EXISTING SURFACE LEVEL (ESL)
FINISHED SURFACE LEVEL (FSL)
INVERT LEVEL (IL)
DEPTH OF INVERT BELOW FSL
LINE
EMBEDMENT TYPE
LENGTH
GRADE (1 IN X)
PIPE SIZE (mm), CLASS
PROPERTY DESCRIPTION
LINE NO.
MH DROP TYPE
MH / MS TYPE
MH / MS COVER TYPE
MAINTENANCE HOLE / SHAFT NO.
PROPERTY CONNECTION
DEPTH
PROPERTY CONNECTION
INVERT LEVEL
PROPERTY CONNECTION TYPE
LOT NO.
CHAINAGE (CH)
DATUM RL
23
48.000
59
.1
74
62
.4
28
0.0
00
59
.9
80
60
.0
60
2.4
48
2.3
68
6/20
B
24
20
30
B1
.0
95
62
.0
54
59
.6
17
63
.1
49
35
.6
49
60
.8
90
2.2
59
1/24
B
35
.6
49
24
39.000
49
.8
12
53
.7
32
0.0
00
49
.5
80
51
.2
95
4.1
52
2.4
37
12/T1
B
B
Y
0.0
00
21
49D
(E
)1
.4
00
53
.1
50
21
50D
(E
)1
.4
00
52
.7
50
21
51D
(E
)1
.4
00
52
.5
00
48
.6
80
53
.1
79
42
.9
50
51
.5
33
1.6
46
1/30
B
A
42
.9
50
30
6.042
73
TYPE 3
1.178
73
DN150mm uPVC SN8
RR
1.178
73
32.406
73
TYPE 3
35.649
42.95
DN150mm uPVC SN8
RR
DN150mm uPVC SN8
RR
TYPE 3
42.950
180
DN150mm uPVC SN8
PARK
INSTALL Ø150
STUB FOR FUTURE
CONNECTION.
GRADE 1:100.
W
TYPE 3
DN150mm uPVC SN8
RR
52.000
12.682
127
63
.8
01
65
.9
79
0.0
00
63
.5
73
63
.6
03
2.4
06
2.3
76
8/20
B
25
Lo
t 2
00
1B
1.0
95
64
.9
83
TYPE 3
38.500
99
64
.7
66
66
.0
78
12
.6
82
63
.7
03
63
.7
43
2.3
75
2.3
35
1/25
B
12
.6
82
Lo
t 2
00
2B
1.0
95
64
.9
70
Lo
t 2
00
3B
1.0
94
65
.0
54
Lo
t 2
00
4B
1.0
95
65
.1
38
64
.2
75
66
.2
32
51
.1
82
64
.1
31
2.1
02
2/25
B
51
.1
82
25
35.000
4.300
91
47
.0
65
47
.9
89
0.0
00
2.1
85
2.0
27
1/7
B
31
1.178
91
46
.8
08
47
.9
56
4.3
00
46
.0
09
1.9
46
HTP
4.3
00
1.178
91
46
.7
38
47
.9
64
5.4
78
46
.0
22
1.9
42
HB1/31
HB
5.4
78
4.022
91
46
.6
75
47
.9
92
6.6
56
46
.0
35
1.9
58
HTP
6.6
56
1.178
91
46
.4
83
48
.1
35
10
.6
77
46
.0
79
2.0
56
HTP
10
.6
77
1.178
91
46
.4
42
48
.1
67
11
.8
56
46
.0
92
2.0
75
HB2/31
HB
11
.8
56
29.456
91
46
.4
26
48
.2
05
13
.0
34
46
.1
05
2.1
00
HTP
13
.0
34
46
.2
68
48
.5
34
42
.4
90
46
.4
29
2.1
05
1/31
B
A
42
.4
90
31
45
.8
04
45
.9
62
10
0m
m W
AT
ER
IL 4
7.2
40
C
LR
1
.0
55
60
0m
m ST
OR
MW
AT
ER
IL 6
4.1
60
C
LR
0
.3
49
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
GRADE 1:180.
A
YV
A
V
A
V
A
V
A
V
A
V V
INSTALL Ø150 STUB FOR
FUTURE CONNECTION.
GRADE 1:180.
INSTALL Ø150
STUB FOR FUTURE
CONNECTION.
GRADE 0.863%.
53
.2
00
2.1
67
60
.9
20
2.2
29
64
.1
61
2.0
72
1.9
50
46
.5
84
STORMWATER BRIDGING
STRUCTURE. REFER
C400 FOR DETAILS
RPEQ 7295
RPEQDESCRIPTIONREVDATE
REVISIONS
SCALE
PROJECT DIRECTOR
PROJECT MANAGER
CHECKED
DESIGNED
REVSHEET NUMBER
JOB CODE
SHEET TITLE
LOCATION
PROJECT
DATERPEQ
CLIENT
LEVEL 1, 100 BRUNSWICK STREET
PH: (07) 3253 2222
BRISBANE OFFICE
PO BOX 361
FORTITUDE VALLEY, QLD 4006
WEB: www.premise.com.au
DATE
MANHOLE TYPES
A CONCRETE MANHOLE 1.0Ø
B CONCRETE MANHOLE 1.2Ø
C CONCRETE MANHOLE 1.5Ø
J TYPE 'J' 1 MAINTENANCE SHAFT
HB HORIZONTAL BEND
(3m HORIZ. RADIUS)
HTP HORIZONTAL TANGENT POINT
LEGEND - PROPOSED
MAINTENANCE HOLE DROP TYPES
V FALL THROUGH MH
WOBLIQUE 45° BACKDROP
X INTERNAL DROP
Y EXTERNAL DROP
VORT INTERNAL VORTEX DROP
DENOTES VERGEFP
LID TYPES
B CLASS B NON TRAFFICABLE
CONCRETE IN FILL
BD CLASS B NON TRAFFICABLE BOLT
DOWN
D CLASS D TRAFFICABLE CONCRETE IN
FILL
Ú EMBEDMENT TYPE 3 WITH CRUSHED
ROCK NOMINAL 5-7mm (SINGLE SIZED).
PROPERTY CONNECTION TYPES
A TYPE A - STD
B TYPE B - SLOPE UP
D TYPE D - VERTICAL
MIRVAC
MIR001-01
C511 H
22/05/18
04/05/18
23/04/18
23/02/18
19/01/18
12/01/18
10/11/17
10/11/17
H
G
F
E
D
C
B
A
MAINTENANCE SHAFT CHANGED TO CONCRETE MANHOLE
SOME MS CHANGED TO MH, ADDED PIPE STUB DETAIL, INVERT LEVEL CHANGES, BRIDGING STRUCTURES SHOWN
MINOR DRAFTING AMENDMENTS
TYPICAL SEWER MAINTENANCE STRUCTURE ADDED
SEWER LINE 31 ADDED
SEWER ALIGNMENTS AND MANHOLE TYPES AMENDED
ADDED PC'S, CHANGED STRUCTURE TYPES, ADDED TRENCHSTOPS
ORIGINAL ISSUE
KH
KH
KH
KH
KH
KH
KH
KH
MM
JS
JS
22/05/18
22/05/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWERAGE RETICULATION LONG SECTIONS SHEET 7 OF 7
G
G
G
G
G
G
G
G
G
G
G
H
CONSTRUCTION ISSUE
22/05/18
CONSTRUCTION ISSUE
27/06/18
GR
EEN
BA
N
K R
O
AD
TEV
IO
T R
O
AD
PU
B L
AN
E
C600MIR001-01
VEGETATION PROTECTION
A. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIOR TO
CONSTRUCTION, OR REPLACED IF DESTROYED.
B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES
HALL BE CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED
VERTICALLY FROM GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES
PRIOR TO CONSTRUCTION AND REMAIN UNTIL COMPLETION.
C. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS
ARE SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE
FUNGICIDE. CONTACT RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE.
D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED
ARBORIST
SOIL
A. TOPSOIL AND SUBSOIL SHALL BE STOCKPILED SEPARATELY.
B. CARE SHALL BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE
STORMWATER SYSTEM. THIS MAY INVOLVE PLACING APPROPRIATE SEDIMENT
CONTROLS AROUND STOCKPILES.
C. IF ACID SULPHATE SOILS EXIST IN THE WORKS AREA, ACID SULPHATE SOILS
ARE TO MANAGED IN ACCORDANCE WITH AN APPROVED ACID SULPHATE SOIL
MANAGEMENT PLAN.
CREEK CROSSINGS
A. SILTATION CONTROL MEASURES SHALL BE PLACED DOWNSTREAM OF ANY
EXCAVATION WORK.
B. APPROPRIATE SEDIMENT CONTROLS SHALL BE USED TO PREVENT SEDIMENT
FROM ENTERING THE CREEK.
C. NO SOIL SHALL BE STOCKPILED WITHIN 5m OF THE CREEK.
REHABILITATION
A. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS SHALL BE
REINSTATED.
B. PREDISTURBANCE VEGETATION PATTERNS SHALL BE RESTORED.
SAFETY
A. THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL COMPLY WITH ALL
QUEENSLAND LEGISLATION.
GENERAL NOTES
1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT
SOUTH EAST QUEENSLAND SEWERAGE CODE SPECIFICATIONS AND
STANDARDS.
2. UNLESS SPECIFIED OTHERWISE ALL MATERIALS AND WORK SHALL COMPLY
WITH THE RELEVANT AUSTRALIAN STANDARDS.
3. THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING
SHALL BE SUPERVISED BY AN ENGINEER WHO HAS RPEQ REGISTRATION.
SEWERAGE WORKS NOT COMPLYING WITH THIS REQUIREMENT WILL NOT
BE PERMITTED TO CONNECT INTO THE SEQ SERVICE PROVIDER SEWERAGE
SYSTEM.
4. ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES
SHALL BE CARRIED OUT BY THE CONTRACTOR UNDER LOGAN WATER
SUPERVISION AT THE DEVELOPER'S COST.
5. ALL PIPES AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF
THE "ACCEPTED PRODUCTS AND MATERIALS" LIST.
6. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN
LAYERS NOT EXCEEDING 300mm (LOOSE) IN DEPTH AND SHALL BE
COMPACTED UNTIL THE COMPACTION IS NOT LESS THAN 95% OF THE
MATERIALS MAXIMUM COMPACTION WHEN TESTED IN ACCORDANCE WITH
A.S. 1289 (MODIFIED COMPACTION). TESTING SHALL BE CARRIED OUT
AFTER EACH ALTERNATE LAYER. IN ALL SUCH CASES APPROVAL OF
CONSTRUCTED SEWERS WILL NOT BE ISSUED BY THE SEQ SERVICE
PROVIDER UNLESS CERTIFICATES ARE PRODUCED CERTIFYING THAT THE
REQUIRED COMPACTION HAS BEEN ACHIEVED.
7. WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER,BULKHEADS SHALL
BE CONSTRUCTED IN ACCORDANCE WITH THE SEQ SEWER CODE.
8. THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING
SERVICES WITH RELEVANT AUTHORITIES BEFORE COMMENCING WORKS.
9. SEWERS SHALL BE DISUSED /ABANDONED IN ACCORDANCE WITH
PROCEDURES SET OUT IN THE SEQ SEWER CODE.
10. BENCH MARK AND LEVELS TO AHD.
11. REFER TO BULK EARTHWORKS DRAWINGS FOR FINISHED SURFACE LEVELS.
12. ALL SEWER CONSTRUCTION WORK UNDERTAKEN BY THE CONTRACTOR
SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORK
HEALTH AND SAFETY ACT. FOR INFORMATION PHONE: 1300 369 915.
13. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY
PERMITS TO ALLOW CONSTRUCTION OF THE SEWER SYSTEM.
14. THE CONTRACTOR IS RESPONSIBLE FOR EXCAVATION AND SAFE SHORING
TO ALLOW SEWER MAINTENANCE SECTION TO CARRY OUT LIVE SEWER
WORK.
15. CONSTRUCT TRENCHES TO SEQ-SEW-1200-2, WITH EMBEDMENT TYPE 3
SUPPORT MINIMUM TO SEQ-SEW-1201-1, AND ROAD CROSSINGS TO
SEQ-SEW-1205-1.
16. CONSTRUCT MAINTENANCE STRUCTURES TO SEQ-SEW-1300 SERIES.
17. CONSTRUCT BULKHEADS TO SEQ-SEW-1206-1.
18. INSTALL DETECTABLE MARKER TAPE ON ALL MAINS AND PROPERTY
CONNECTIONS.
19. SEWER MANHOLES ARE TO BE CONSTRUCTED WITH CALCAREOUS
AGGREGATE AS OUTLINED IN THE SEQ CODE. AN ALTERNATIVE SOLUTION
WITH THE USE OF PE LINING IS ACCEPTABLE.
NAME OF ESTATE EVERLEIGH
SUBDIVIDER MIRVAC
APPLICATION No.DEV 2016/768
SP DELEGATE
APPROVAL DATE
5 JUNE 2017
DRAWING/PLAN No. -
No. OF ALLOTMENTS -
AREA IN ha. -
LENGTH OF
SEWERS
DN225 557.1
DN300 415.5
DN375 138.5
LENGTH OF
RISING MAINS
OD280 592.4
OD450 638.8
TRUNK SEWERAGE
RPEQ 7295
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
FOR MIRVAC
INDEMNITY - EXISTING SERVICES
NOT WITHSTANDING THAT EXISTING SERVICES MAY OR MAY
NOT BE SHOWN ON THESE DRAWINGS, NO RESPONSIBILITY
IS TAKEN BY THE ENGINEER OR THE PRINCIPAL FOR THIS
INFORMATION WHICH HAS BEEN SUPPLIED BY OTHERS. THE
DETAILS ARE PROVIDED FOR INFORMATION ONLY. THE
CONTRACTOR SHALL ASCERTAIN THE POSITION OF ALL
UNDERGROUND SERVICES PRIOR TO EXCAVATION AND
SHALL BE RESPONSIBLE FOR THE COST OF REPAIRS TO
DAMAGES CAUSED AS A RESULT OF THE WORKS.
DATERPEQDATEPROJECT DIRECTOR
23/02/1823/02/18
D
REVISION
SHEET NUMBERJOB CODE
CONTACT "DIAL BEFORE YOU DIG" ON 1100 FOR LOCATION
OF EXISTING PUBLIC SERVICES PRIOR TO EXCAVATION.
ALL SEWER CONSTRUCTION WORK UNDERTAKEN BY THE
CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS
OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY
ACT 2011. CONTACT THE DIVISION OF HEALTH & SAFETY
FOR INFORMATION.
PHONE: 1300 362 128
ALL ENVIRONMENT PROTECTION MEASURES SHALL BE
IMPLEMENTED PRIOR TO COMMENCING ANY
CONSTRUCTION WORK, INCLUDING CLEARING.
N
LOCALITY PLAN
SITE
SHEET LIST TABLE
SHEET NO. SHEET TITLE
C600 TRUNK SEWERAGE LOCALITY PLAN & NOTES
C601 TRUNK GRAVITY SEWER INDEX PLAN - SHEET 1 OF 2
C602 TRUNK GRAVITY SEWER INDEX PLAN - SHEET 2 OF 2
C603 TRUNK GRAVITY SEWER LAYOUT PLAN - SHEET 1 OF 3
C604 TRUNK GRAVITY SEWER LAYOUT PLAN - SHEET 2 OF 3
C605 TRUNK GRAVITY SEWER LAYOUT PLAN - SHEET 3 OF 3
C606 TRUNK GRAVITY SEWER LONG SECTIONS - SHEET 1 OF 2
C607 TRUNK GRAVITY SEWER LONG SECTIONS - SHEET 2 OF 2
C610 TRUNK GB2 SEWER RISING MAIN INDEX PLAN
C611 TRUNK GB2 SEWER RISING MAIN LAYOUT - SHEET 1 OF 2
C612 TRUNK GB2 SEWER RISING MAIN LAYOUT - SHEET 2 OF 2
C613 TRUNK GB2 SEWER RISING MAIN LONG SECTION
C620 TRUNK TEVIOT ROAD SEWER RISING MAIN LAYOUT
C621 TRUNK TEVIOT ROAD SEWER RISING MAIN LONG SECTION
C622 SEWER RISING MAIN TYPICAL DETAILS
D
LOGAN WATER HOLD POINT
INSPECTION OF TRUNK SEWER BENDS:
CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT AND LOGAN
WATER MINIMUM OF 48 HOURS PRIOR TO CONSTRUCTING PIPE
BENDS IN THE TRUNK SEWER MAIN AND PRIOR TO BACK FILLING
TO ARRANGE INSPECTION.
CONSTRUCTION ISSUE02/05/18 CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
TT
T
T
TT
T
T
E
E
E
E
E
E
E
EE
EE
E
E
EE
EE
W
W
WW
WW
W
W
TE
VIO
T R
OA
D
TE
VIO
T R
OA
D
PU
B LA
NE
T
S
T
S
T
S
RMR
M
RM
R
M
R
M
R
M
R
M
R
M
R
M
TS
TS
TS
TSTSTSTSTSTS
TS
TS
TS
TS
TS
FOREST ROAD
EVERLEIGH DRIVE
E
V
E
R
L
E
IG
H
D
R
IV
E
KE
SSE
LS B
OU
LE
VA
RD
V
I
N
E
W
A
Y
E
M
E
R
A
L
D
P
A
R
A
D
E
F
O
R
E
S
T
R
O
A
D
V
I
N
E
W
A
Y
KE
SSE
LS B
OU
LE
VA
RD
DWAY 4
BO
TA
NIC
A R
OA
D
MO
SS ST
RE
ET
OLIV
E A
VE
NU
E
OLIVE AVENUE
RM
RM
G
R
O
V
E
S
T
R
E
E
T
15
T1
16
T1
7
T1
REFER DRAWING C602
REFER DRAWING C603
REFER DRAWING C604
FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
PRECINCT 1.1
17
T1
6
T1
5
T1
4
T1
3
T1
2
T1
9
T1
8
T1
12
T1
11
T1
10
T1
13
T1
14
T1
1
T1
17
T1
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
60
SCALE 1:1500 (A1)
0 30 90m
N
TS TRUNK SEWER GRAVITY MAIN (GB1 - GB2)
DETAILED DESIGN INCLUDED IN THIS PACKAGE
LEGEND - PROPOSED
EXTENT OF WORKS BOUNDARY
PROPOSED MAINTENANCE HOLE OR
MAINTENANCE STRUCTURE NUMBER.
REFER LONG SECTION DRAWINGS FOR
STRUCTURE DETAILS.
1
T1
RM
TRUNK SEWER RISING MAIN.
REFER DWG C610-C622 FOR DETAILS.
MIRVAC
MIR001-01
C601 C
26/04/18
21/12/17
06/10/17
C
B
A
AMENDED ALIGNMENT BETWEEN 1/T1 AND 3/T1
FOR APPROVAL
ORIGINAL ISSUE
KH
KH
KH
MM
JS
JS
26/04/18
26/04/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
TRUNK GRAVITY SEWER INDEX PLAN - SHEET 1 OF 2
C
CONSTRUCTION ISSUE02/05/18 CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
T
E
EE
W
TE
VIO
T R
OA
D
T
S
T
S
RMR
M
RM
R
M
R
M
R
M
R
M
R
M
R
M
R
M
RM
R
M
R
M
FOREST ROAD
E
V
E
R
L
E
IG
H
D
R
IV
E
KE
SSE
LS B
OU
LE
VA
RD
V
I
N
E
W
A
Y
E
M
E
R
A
L
D
P
A
R
A
D
E
F
O
R
E
S
T
R
O
A
D
V
I
N
E
W
A
Y
G
R
O
V
E
S
T
R
E
E
T
7
T1
FUTURE
DEVELOPMENT
PRECINCT 1.1
6
T1
5
T1
4
T1
3
T1
2
T1
9
T1
8
T1
1
T1
GR
EEN
BA
NK
RO
AD
TEV
IO
T R
OA
D
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
60
SCALE 1:1500 (A1)
0 30 90m
N
TS TRUNK SEWER GRAVITY MAIN (GB1 - GB2)
DETAILED DESIGN INCLUDED IN THIS PACKAGE
LEGEND - PROPOSED
EXTENT OF WORKS BOUNDARY
PROPOSED MAINTENANCE HOLE OR
MAINTENANCE STRUCTURE NUMBER.
REFER LONG SECTION DRAWINGS FOR
STRUCTURE DETAILS.
1
T1
RM
TRUNK SEWER RISING MAIN.
REFER DWG C610-C622 FOR DETAILS.
MIRVAC
MIR001-01
C602 C
26/04/18
21/12/17
06/10/17
C
B
A
AMENDED ALIGNMENT BETWEEN 1/T1 AND 3/T1
FOR APPROVAL
ORIGINAL ISSUE
KH
KH
KH
MM
JS
JS
26/04/18
26/04/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
TRUNK GRAVITY SEWER INDEX PLAN - SHEET 2 OF 2
C
CONSTRUCTION ISSUE02/05/18 CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
E
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
E
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
E
EE
EE
V
V
V
D
D
DD
DD
D
DD
DD
DD
D
dE
E
E
E
E
E
E
E
E
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
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dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
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T
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dE
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E
E
E
E
E
dW
ET
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
V
E
D
E
E
dE
TT
T
T
T
T
T
TT
TT
TT
TT T T
T
T
E
E
E
E
E
EE
E
E
E
E
E
E
EE
EE
EE
E
EE
EE
EE
EE
E
E
E
E
E
W
W
WW
WW
WW
WW
WW
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT dT dT
dT
5
3
54
55
56
56
56
57
5
7
5
8
58
5
8
5
9
59
60
60
60
6
1
61
6
2
62
6
3
6
3
64
64
6
5
6
5
66
66
6
7
67
6
8
6
8
6
9
69
70
7
0
70
71
7
1
71
7
1
72
72
7
3
TE
VIO
T R
OA
D
PU
B LA
NE
S
SS S S S S S S S
S
S
TS
TSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
W
W
W
W
WWWWWWWWWWW
W
W
EVERLEIGH DRIVE
MO
SS ST
RE
ET
OLIV
E A
VE
NU
E
OLIVE AVENUE
W
W
W
WWW
WWWWWWWWWWWWWWWW
W
WW
WW
S
SS
S
SS
S
SS
S S S
S
S S S S S S S S S S
2088
21172116211521142113211221112110
21022103210421052106210721082109
20992098209720962095209420932092
2084
208520862087208920902091
2017201620152014
20372018
20362019
20352020
20342021
2022 2033
20322023
2030
20312024
2025
2013
2012
2011
2010
2009
2008
2007
2006
2005
2004
2001
2002
2003
2026 2027 2028 2029
2127 2126 2125 2124 2123 2122 2121 2120
W
DD
DD
DD
D
W
PARK
801
DD
D
D
D D D D
D
D D D D D
D
D D D D D D D D D DD
DD
DD
D
D
D
D
D
D
DD
D
D D D D D D D D D D D
D D
D
S
S
S
S
15
T1
16
T1
Ø2
25
Ø225Ø225
RECEIVING MANHOLE FOR
FUTURE RISING MAIN FROM
TEVIOT DOWNS DEVELOPMENT
FUTURE
DEVELOPMENT
PRECINCT 1.1
8.00
3.5
0
3.5
0
PLAN SEALING EXCLUSION
3.0
0 E
ASE
ME
NT
13
T1
14
T1
17
T1
Ø2
25
STORMWATER DRAINAGE
DRINKING WATER MAINW
D
TS TRUNK SEWER GRAVITY MAIN
(GB1 - GB2) DETAILED DESIGN INCLUDED
IN THIS PACKAGE
12.0FINISHED CONTOURS
(0.50m)
PROPOSED MAINTENANCE HOLE OR
MAINTENANCE STRUCTURE NUMBER.
REFER LONG SECTION DRAWINGS FOR
STRUCTURE DETAILS.
EXISTING CONTOURS (0.50m)12.0
LEGEND - EXISTING
LEGEND - PROPOSED
38
W WDRINKING WATER MAIN
EXTENT OF WORKS BOUNDARY
DSTORMWATER DRAINAGE
S SGRAVITY SEWER
LOT NUMBER
S S
Ø110mm EXISTING
PROPERTY CONNECTION
EX HC
1
T1
SEWER RETICULATIONS
PROPOSED HORIZONTAL BEND
HB 1/T1
TTELSTRA OVERHEAD
ELECTRICITY
RM
TRUNK SEWER RISING MAIN.
REFER DWG C610-C622 FOR DETAILS.
TEMPORARY TANKERING NOTES
1. DESIGN AND CONSTRUCT COMPONENT OF THE WORKS
- TANKS
- PUMP SIZE FROM PUMP MANHOLE
- PUMPS ARE TO BE SIZED ACCORDING TO THE
MAXIMUM FLOW
2. DESIGN TO BE SUBMITTED TO SUPERINTENDENT FOR
APPROVAL.
3. STORAGE AND FLOW CAPACITIES TO BE DETERMINED
IN CONSULTATION WITH THE SUPERINTENDENT.
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
SCALE 1:500 (A1)
200 10 30m
N
RE
FE
R D
RA
WIN
G C
60
3 FO
R C
ON
TIN
UA
TIO
N
NOTE:
FOR NOTES REFER TO DRAWING C600 TRUNK
SEWERAGE LOCALITY PLAN AND NOTES.
MIRVAC
MIR001-01
C603 C
13/04/18
21/12/17
13/04/18
C
B
A
AMENDED LINEAR PARK LEVELS
FOR APPROVAL
ORIGINAL ISSUE
KH
KH
KH
MM
JS
JS
13/04/18
13/04/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
TRUNK GRAVITY SEWER LAYOUT PLAN - SHEET 1 OF 3
CONSTRUCTION ISSUE02/05/18 CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
E
E
E
E
E
E
E
E E
E
W W
W
W
T
T
47
4
8
48
4
9
49
5
0
5
0
50
5
1
5
1
51
52
5
2
52
5
3
53
5
3
5
4
54
5
4
5
5
55
5
5
5
6
56
56
5
7
57
5
7
5
8
5
8
5
9
5
9
6
0
6
1
6
1
6
2
6
3
64
1119
S
S
S
SSS
W
W
W
W
W
S
S
S
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
TS
T
S
T
S
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
W
W
W
W
W
W
W
W
SS
FOREST ROAD
E
V
E
R
L
E
IG
H
D
R
IV
E
KE
SSE
LS B
OU
LE
VA
RD
KE
SSE
LS B
OU
LE
VA
RD
DWAY 4
ROAD 45
BO
TA
NIC
A R
OA
D
RO
AD
4
5
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
WW
WW
WW
WW
WW
WW
W W W WW
W
W
W
W
W
WWWWWWWWWW
W W W W W W
WW
W
SS
SS
SS
SS
S
S
S
S
S
S
S
S S S S S S S S S
S
SS
SS
SS
SS
SS
S
SS
1128
1127
1126
1125
1124
1123
1114
1113
1112
1111
1110
1109
1108
1122
1121
1120
1117
1118
1116
1251
1249
1250
2163
2165216421612160215921582157
21622156
2152
2153
2148
2147
21412132
2121 2120 2119 2128 2129 2130 2131
215121502149
1271
1270
1252
1253
1254
1255
1256
1258
1259
1260
1261
1269
1268
1267
1265
1264
1293
1294
1296
1295
1263
1262
1133
1134
1135
1136
1137
1138
W
S
S
S
1257
1266
S
S
S
S
D
PARK
801
D
D
PARK
802
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D D
D
D
D
D
D
D
D
D
D
D
D D D
D
D
D
D
D
D
D D D D D D D D D D D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
Ø2
25
Ø3
00
Ø
3
0
0
Ø
300
Ø
3
0
0
Ø
3
0
0
Ø
3
0
0
Ø
3
0
0
HB
12/T1
HB
11/T1
HB
10/T1
HB
8/T1
FUTURE DEVELOPMENT
PRECINCT 1.1
FUTURE
DEVELOPMENT
3.5
0
1.75
1.0
0
3.30 TYPIC
A
L
LINE 30 CONNECTION
REFER PRECINCT 1.1 SEWER
RETICULATION DRAWINGS
FOR DETAILS
3.0
0 EA
SEM
EN
T
LINE 20 CONNECTION
REFER PRECINCT 1.1 SEWER
RETICULATION DRAWINGS
FOR DETAILS
9
T1
12
T1
11
T1
10
T1
13
T1
4
.2
5
HB
9/T1
STORMWATER DRAINAGE
DRINKING WATER MAINW
D
TS TRUNK SEWER GRAVITY MAIN
(GB1 - GB2) DETAILED DESIGN INCLUDED
IN THIS PACKAGE
12.0FINISHED CONTOURS
(0.50m)
PROPOSED MAINTENANCE HOLE OR
MAINTENANCE STRUCTURE NUMBER.
REFER LONG SECTION DRAWINGS FOR
STRUCTURE DETAILS.
EXISTING CONTOURS (0.50m)12.0
LEGEND - EXISTING
LEGEND - PROPOSED
38
W WDRINKING WATER MAIN
EXTENT OF WORKS BOUNDARY
DSTORMWATER DRAINAGE
S SGRAVITY SEWER
LOT NUMBER
S S
Ø110mm EXISTING
PROPERTY CONNECTION
EX HC
1
T1
SEWER RETICULATIONS
PROPOSED HORIZONTAL BEND
HB 1/T1
TTELSTRA OVERHEAD
ELECTRICITY
RM
TRUNK SEWER RISING MAIN.
REFER DWG C610-C622 FOR DETAILS.
TEMPORARY TANKERING NOTES
1. DESIGN AND CONSTRUCT COMPONENT OF THE WORKS
- TANKS
- PUMP SIZE FROM PUMP MANHOLE
- PUMPS ARE TO BE SIZED ACCORDING TO THE
MAXIMUM FLOW
2. DESIGN TO BE SUBMITTED TO SUPERINTENDENT FOR
APPROVAL.
3. STORAGE AND FLOW CAPACITIES TO BE DETERMINED
IN CONSULTATION WITH THE SUPERINTENDENT.
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
SCALE 1:500 (A1)
200 10 30m
RE
FE
R D
RA
WIN
G C
60
4 FO
R C
ON
TIN
UA
TIO
N
RE
FE
R D
RA
WIN
G C
60
2 FO
R C
ON
TIN
UA
TIO
N
N
NOTE:
FOR NOTES REFER TO DRAWING C600 TRUNK
SEWERAGE LOCALITY PLAN AND NOTES.
MIRVAC
MIR001-01
C604 C
13/04/18
21/12/17
06/10/17
C
B
A
AMENDED LINEAR PARK LEVELS & BEND NAMES
FOR APPROVAL
ORIGINAL ISSUE
KH
KH
KH
MM
JS
JS
13/04/18
13/04/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
TRUNK GRAVITY SEWER LAYOUT PLAN - SHEET 2 OF 3
C
C
C
C
C
CONSTRUCTION ISSUE02/05/18 CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
4
1
42
4
2
4
3
4
3
4
4
44
4
4
4
5
4
5
4
5
4
6
4
6
4
7
4
7
4
7
4
8
4
8
4
9
4
9
5
0
5
1
5
1
5
2
5
3
S
S
S
S
S
S
S
S
S
FUTURE SPORTS FIELDS
S
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
R
M
RM
RMRM
RM
RM
RM
RM
RM
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
W
W
W
W
W
W
W
W
W
S
S
S
S
PARK
805
1244
1242
1243
1245
1246
1248
1247
1249
1250
1280
1279
1278
1277
1273
1276
1275
1274
1272
1285
1284
1286
TS
TS
TS
TS
TS
TS
TS
T
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
D
D
D
D
D
D
PARK
804
S
S
S
S
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
S
G
R
O
V
E
S
T
R
E
E
T
D
D
D
D
D
D
D
D
S
S
S
7
T1
Ø
3
0
0
Ø
3
0
0
Ø
3
0
0
Ø
3
0
0
HB
8/T1
HB
4/T1
HB
5/T1
HB
6/T1
4
.2
0
E
A
S
E
M
E
N
T
PRECINCT 1.1
FUTURE DEVELOPMENT
3
.3
0
T
Y
P
I
C
A
L
1
.7
5
INTERIM STORAGE TANKS TO SUPPORT
OFF-SITE TANKERING SOLUTION.
DETAILS OF STORAGE TANKS TO BE
FINALISED. TANKERING TO BE RUN
AND MANAGED BY LWIA.
INTERIM
STORAGE TANKS
HB
3/T1
HB
2/T1
HB
1/T1
1.7
5
PLAN SEALING EXCLUSION
DESIGN AND CONSTRUCT
POLY TANKS TO HOLD RAW
SEWAGE FOR PUMP OUT
1.8 SECURITY FENCING
GRAVEL HARDSTAND
200mm THICK CONCRETE DRIVEWAY
ASPHALT DRIVEWAY
GATES
PUMP MANHOLE
GREENBANK 2
ULTIMATE PUMP
STATION
LOCATION
6
T1
5
T1
4
T1
3
T1
2
T1
9
T1
8
T1
1
T1
LCC STANDARD CROSS-OVER
MIRVAC PREFERRED LOCATION OF ULTIMATE PUMP STATION
(GB2) TO BE DESIGNED AND CONSTRUCTED BY LWIA
4
.2
5
3
.3
0
T
Y
P
IC
A
L
Ø
3
7
5
Ø
3
7
5
Ø
375
Ø375
Ø375
Ø375
Ø375
Ø375
Ø3
75
NOTE:
INTERIM PUMP-OUT FACILITY NOT
PART OF THIS APPROVAL.
SEPARATE ASSESSMENT REQUIRED
225Ø PVC STUB
3m LENGTH @ 1:200 GRADE
IL 40.05 (TYPE V DROP)
375Ø PVC STUB
3m LENGTH @ 1:200 GRADE
IL 39.85 (TYPE V DROP)
HB
7/T1
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
SCALE 1:500 (A1)
200 10 30m
RE
FE
R D
RA
WIN
G C
60
3 FO
R C
ON
TIN
UA
TIO
N
N
STORMWATER DRAINAGE
DRINKING WATER MAINW
D
12.0FINISHED CONTOURS
(0.50m)
PROPOSED MAINTENANCE HOLE OR
MAINTENANCE STRUCTURE NUMBER.
REFER LONG SECTION DRAWINGS FOR
STRUCTURE DETAILS.
EXISTING CONTOURS (0.50m)12.0
LEGEND - EXISTING
LEGEND - PROPOSED
38
W WDRINKING WATER MAIN
EXTENT OF WORKS BOUNDARY
DSTORMWATER DRAINAGE
S SGRAVITY SEWER
LOT NUMBER
S S
Ø110mm EXISTING
PROPERTY CONNECTION
EX HC
1
T1
SEWER RETICULATIONS
PROPOSED HORIZONTAL BEND
HB 1/T1
TTELSTRA OVERHEAD
ELECTRICITY
TEMPORARY TANKERING NOTES
1. DESIGN AND CONSTRUCT COMPONENT OF THE WORKS
- TANKS
- PUMP SIZE FROM PUMP MANHOLE
- PUMPS ARE TO BE SIZED ACCORDING TO THE
MAXIMUM FLOW
2. DESIGN TO BE SUBMITTED TO SUPERINTENDENT FOR
APPROVAL.
3. STORAGE AND FLOW CAPACITIES TO BE DETERMINED
IN CONSULTATION WITH THE SUPERINTENDENT.
TS TRUNK SEWER GRAVITY MAIN (GB1 - GB2)
DETAILED DESIGN INCLUDED IN THIS PACKAGE
LEGEND - PROPOSED
RM
TRUNK SEWER RISING MAIN.
REFER DWG 610-C622 FOR DETAILS.
NOTE:
FOR NOTES REFER TO DRAWING C600 TRUNK
SEWERAGE LOCALITY PLAN AND NOTES.
MIRVAC
MIR001-01
C605 D
26/04/17
18/01/18
21/12/17
19/01/18
D
C
B
A
AMENDED CONNECTION TO GB2 SPS, ADDED STUBS IN 2/T1 & AMENDED BEND NAMES
NOTE ADDED
FOR APPROVAL
ORIGINAL ISSUE
KH
KH
KH
KH
MM
JS
JS
26/04/18
26/04/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
TRUNK GRAVITY SEWER LAYOUT PLAN - SHEET 3 OF 3
D
D
D
D
D
D
D
D
CONSTRUCTION ISSUE02/05/18 CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
35.0
4.75
43
.3
00
-4
.3
13
9.7
20
3.5
80
1/T1
OU
TFA
LL - C
AP
P
IP
E E
ND
18.93
43
.3
57
0.4
43
9.7
50
39
.8
26
3.6
07
3.5
31
2/T1
CB
V
15.00
43
.4
69
19
.3
83
9.9
02
3.5
67
H1/T1
HB
15.00
43
.5
49
34
.3
83
9.9
62
40
.0
02
3.5
87
3.5
47
3/T1
CB
V
15.00
43
.6
89
49
.3
84
0.0
62
3.6
28
H2/T1
HB
15.00
43
.9
66
64
.3
84
0.1
22
3.8
44
H3/T1
HB
15.35
44
.3
85
79
.3
84
0.1
82
40
.2
22
4.2
03
4.1
63
4/T1
CB
V
ST
OR
MW
AT
ER
1
35
0m
m
IL 4
1.2
08
15.30
44
.2
31
94
.7
24
0.2
83
3.9
48
H4/T1
HB
ST
OR
MW
AT
ER
1
65
0m
m IL 4
1.3
07
ST
OR
MW
AT
ER
1
65
0m
m IL 4
1.3
16
15.85
44
.5
31
11
0.0
24
0.3
44
40
.3
84
4.1
87
4.1
47
5/T1
CB
V
ST
OR
MW
AT
ER
3
75
mm
IL 4
1.9
70
ST
OR
MW
AT
ER
1
50
0m
m
IL 4
1.3
05
12.64
44
.3
57
12
5.8
74
0.4
48
3.9
09
H5/T1
HB
ST
OR
MW
AT
ER
1
50
0m
m
IL 4
1.5
70
34.94
44
.5
42
13
8.5
14
0.4
98
40
.5
73
4.0
44
3.9
69
6/T1
CB
V
ST
OR
MW
AT
ER
1
65
0m
m
IL 4
2.5
48
ST
OR
MW
AT
ER
1
65
0m
m
IL 4
2.5
87
10.48
44
.9
08
17
3.4
44
0.8
06
4.1
01
H6/T1
HB
45
.3
60
18
3.9
24
0.8
76
4.4
84
7/T1
CB
Y
8/T1
CB
V
H7/T1
HB
H8/T1
HB
33.55
48
.1
86
3.6
45
9/T1
CB
V
27.60
51
.9
93
39
0.3
24
8.4
09
3.5
83
H9/T1
HB
43.66
52
.1
94
41
7.9
24
8.5
93
3.6
00
H10/T1
HB
27.31
52
.9
76
46
1.5
84
8.8
85
48
.9
25
4.0
91
4.0
51
10/T1
CB
V
18.97
53
.3
09
48
8.8
84
9.1
07
4.2
03
H11/T1
HB
32.91
53
.7
41
50
7.8
64
9.2
33
49
.2
73
4.5
08
4.4
68
11/T1
CB
V
13.21
53
.8
22
54
0.7
74
9.4
92
4.3
30
H12/T1
HB
53
.7
32
55
3.9
74
9.5
80
4.1
52
12/T1
CB
V T
1
LENGTH
RUNNING CHAINAGE
JUNCTION INVERT LEVEL
FINISHED
SURFACE LEVEL
INVERT LEVEL
DEPTH TO
INVERT OF SEWER
GRADE
DIAMETER
STREET ETC
DROP TYPE
JUNCTION LINE
LID TYPE
MANHOLE TYPE
MANHOLE/END NAME
LINE
EMBEDMENT TYPE
DATUM R.L.
T1
1 IN 250 1 IN 150 1 IN 29.1
DN300mm PVC
1 IN 150
Ú
DN375mm PVC
EM
ER
ALD
P
AR
AD
E
88.19
43
.4
60
1.9
00
24.27
48
.8
14
27
2.1
14
6.4
91
2.3
23
28.93
49
.9
02
29
6.3
84
6.9
94
2.9
08
31.46
50
.9
57
32
5.3
14
7.5
45
3.4
12
51
.8
31
35
6.7
74
8.1
46
3.6
85
1 IN 52.42
FP
IN
TE
RN
AL C
OR
RO
SIO
N
PR
OT
EC
TIO
N R
EQ
UIR
ED
IN
TE
RN
AL C
OR
RO
SIO
N
PR
OT
EC
TIO
N R
EQ
UIR
ED
IN
TE
RN
AL C
OR
RO
SIO
N
PR
OT
EC
TIO
N R
EQ
UIR
ED
IN
TE
RN
AL C
OR
RO
SIO
N
PR
OT
EC
TIO
N R
EQ
UIR
ED
IN
TE
RN
AL C
OR
RO
SIO
N
PR
OT
EC
TIO
N R
EQ
UIR
ED
IN
TE
RN
AL C
OR
RO
SIO
N
PR
OT
EC
TIO
N R
EQ
UIR
ED
IN
TE
RN
AL C
OR
RO
SIO
N
PR
OT
EC
TIO
N R
EQ
UIR
ED
IN
TE
RN
AL C
OR
RO
SIO
N
PR
OT
EC
TIO
N R
EQ
UIR
ED
IN
TE
RN
AL C
OR
RO
SIO
N
PR
OT
EC
TIO
N R
EQ
UIR
ED
IN
TE
RN
AL C
OR
RO
SIO
N
PR
OT
EC
TIO
N R
EQ
UIR
ED
IN
TE
RN
AL C
OR
RO
SIO
N
PR
OT
EC
TIO
N R
EQ
UIR
ED
46
.5
31
2.2
83
1 IN 160
DN450mm SewerMAX
PARK
MANHOLE TYPES
A CONCRETE MANHOLE 1.0Ø
B CONCRETE MANHOLE 1.2Ø
C CONCRETE MANHOLE 1.5Ø
D LCC DISCHARGE MANHOLE
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 LCC CLASS B NON TRAFFICABLE
D LCC CLASS D NON TRAFFICABLE
Ú EMBEDMENT TYPE 3 WITH CRUSHED
ROCK NOMINAL 5-7mm (SINGLE SIZED).
MANHOLE INTERNAL CORROSION PROTECTION:
WHERE IDICATED, MANHOLES SHALL BE
CONSTRUCTED WITH PE LINING TO INTERNAL
SURFACE IN ACCORDANCE WITH CLAUSE 18.8 OF
THE SEQ WS&S CODE.
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
0 400 20 60m
0 2 4 6m
SCALE 1:1000 (A1)
SCALE 1:100 (A1)
D
MIRVAC
MIR001-01
C606 D
26/04/18
18/01/18
21/12/17
06/10/17
D
C
B
A
AMENDED ALIGNMENT BETWEEN 1/T1 AND 3/T1
LEGEND, MANHOLE TYPES AND LEVELS UPDATED
FOR APPROVAL
ORIGINAL ISSUE
KH
KH
KH
KH
MM
JS
JS
26/04/18
26/04/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
TRUNK GRAVITY SEWER LONG SECTIONS - SHEET 1 OF 2
D
CONSTRUCTION ISSUE02/05/18 CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
44.0
ST
OR
MW
AT
ER
1
35
0m
m
IL 5
0.6
34
WA
TE
R 2
00
mm
IL 5
2.8
06
120.00
53
.7
32
55
3.9
74
9.5
80
49
.6
55
4.1
52
4.0
77
12/T1
CB
V T
1
120.00
56
.6
87
67
3.9
75
4.0
35
54
.0
75
2.6
52
2.6
12
13/T1
AB
V
54.0
EX
IST
. T
ELST
RA
1
00
mm
IL 6
8.2
67
119.38
63
.2
34
79
3.9
76
0.1
36
60
.1
76
3.0
98
3.0
58
14/T1
AB
V
ST
OR
MW
AT
ER
3
75
mm
IL 6
7.1
38
EX
IST
. T
ELST
RA
1
00
mm
IL 6
7.2
56
95.50
70
.2
81
91
3.3
66
5.1
71
65
.2
11
5.1
10
5.0
70
15/T1
AB
V
102.25
68
.9
87
10
08
.8
66
7.1
21
67
.1
61
1.8
66
1.8
26
16/T1
AB
V
72
.2
15
11
11
.1
17
0.7
40
1.4
75
17/T1
DB
LENGTH
RUNNING CHAINAGE
JUNCTION INVERT LEVEL
FINISHED
SURFACE LEVEL
INVERT LEVEL
DEPTH TO
INVERT OF SEWER
GRADE
DIAMETER
STREET ETC
DROP TYPE
JUNCTION LINE
LID TYPE
MANHOLE TYPE
MANHOLE/END NAME
LINE
EMBEDMENT TYPE
DATUM R.L.
T1
1 IN 27.40 1 IN 19.80
DN225mm PVC
1 IN 23.89 1 IN 50 1 IN 28.57
Ú
KE
SSE
LS B
OU
LE
VA
RD
FP TEVIOT ROAD
IN
TE
RN
AL C
OR
RO
SIO
N
PR
OT
EC
TIO
N R
EQ
UIR
ED
IN
TE
RN
AL C
OR
RO
SIO
N
PR
OT
EC
TIO
N R
EQ
UIR
ED
IN
TE
RN
AL C
OR
RO
SIO
N
PR
OT
EC
TIO
N R
EQ
UIR
ED
7no TRENCH STOPS
@ 15m MAX SPACING
FOR DISCHARGING MANHOLE
ODOUR TREATMENT
REFER DWGS C620-C622
SEWER RISING MAIN
REFER DWGS C620-C622
FOR DETAILS
MANHOLE TYPES
A CONCRETE MANHOLE 1.0Ø
B CONCRETE MANHOLE 1.2Ø
C CONCRETE MANHOLE 1.5Ø
D LCC DISCHARGE MANHOLE
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 LCC CLASS B NON TRAFFICABLE
D LCC CLASS D NON TRAFFICABLE
Ú EMBEDMENT TYPE 3 WITH CRUSHED
ROCK NOMINAL 5-7mm (SINGLE SIZED).
MANHOLE INTERNAL CORROSION PROTECTION:
WHERE IDICATED, MANHOLES SHALL BE
CONSTRUCTED WITH PE LINING TO INTERNAL
SURFACE IN ACCORDANCE WITH CLAUSE 18.8 OF
THE SEQ WS&S CODE.
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
0 400 20 60m
0 2 4 6m
SCALE 1:1000 (A1)
SCALE 1:100 (A1)
MIRVAC
MIR001-01
C607 D
13/04/18
18/01/18
21/12/17
13/04/18
D
C
B
A
AMENDED MANHOLE SURFACE LEVELS
LEGEND, MANHOLE TYPES AND LEVELS UPDATED
FOR APPROVAL
ORIGINAL ISSUE
KH
KH
KH
KH
MM
JS
JS
13/04/18
13/04/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
TRUNK GRAVITY SEWER LONG SECTIONS - SHEET 2 OF 2
D
D
D
D
D
D
D
D
CONSTRUCTION ISSUE02/05/18 CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
TE
VIO
T R
OA
D
TE
VIO
T R
OA
D
PU
B LA
NE
T
S
T
S
T
S
RMR
M
RM
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
RM
R
M
R
M
TS
TS
TS
TSTSTSTSTSTS
TS
TS
FOREST ROAD
EVERLEIGH DRIVE
E
V
E
R
L
E
IG
H
D
R
IV
E
KE
SSE
LS B
OU
LE
VA
RD
V
I
N
E
W
A
Y
E
M
E
R
A
L
D
P
A
R
A
D
E
F
O
R
E
S
T
R
O
A
D
V
I
N
E
W
A
Y
KE
SSE
LS B
OU
LE
VA
RD
DWAY 4
BO
TA
NIC
A R
OA
D
MO
SS ST
RE
ET
OLIV
E A
VE
NU
E
OLIVE AVENUE
G
R
O
V
E
S
T
R
E
E
T
PRECINCT 1.2
PRECINCT 1.1
GR
EEN
BA
NK
RO
AD
TEV
IO
T R
OA
D
REFER DRAWING C612
REFER DRAWING C611
PRECINCT 1.5
PRECINCT 1.4
PRECINCT 1.3
FUTURE
PRECINCT 2.0
GREENBANK 2 (GB2)
REGIONAL SEWAGE PUMP
STATION LOCATION
TEMPORARY INTERIM
SEWAGE STORAGE TANKS
NOT PART OF THIS APPROVAL
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
60
SCALE 1:1500 (A1)
0 30 90m
N
TSTRUNK SEWER GRAVITY MAIN (GB1 - GB2) ALIGNMENT
LEGEND - PROPOSED
EXTENT OF WORKS BOUNDARY
RM
OD450 PE100 SDR11 TRUNK SEWER RISING MAIN (FROM GB2).
DETAILED DESIGN INCLUDED IN THIS PACKAGE.
C
MIRVAC
MIR001-01
C610 C
26/04/18
18/01/18
21/12/17
C
B
A
AMENDED PIPE ALIGNMENT AT CONNECTION POINT TO SPS
AMENDED SEWER RISING MAIN PIPE SIZE
ORIGINAL ISSUE
KH
KH
KH
EL
MM
JS
26/04/18
26/04/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
TRUNK GB2 SEWER RISING MAIN INDEX PLAN
CONSTRUCTION ISSUE02/05/18 CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
4
1
42
42
4
2
43
43
4
3
44
44
44
4
4
44
4
5
45
4
5
4
5
4
6
46
4
6
4
7
47
4
7
48
4
8
4
9
5
0
5
1
5
2
S
S
S
S
S
S
S
S
S
S
S
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
T
S
R
M
RM
RMRM
RM
RM
RM
RM
RM
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
E
M
E
R
A
L
D
P
A
R
A
D
E
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
S
1237
S
S
S
S
1232
1241
PARK
805
1244
1242
1243
1245
1246
1248
1247
1249
1240
1239
1238
1234
1236
1235
1233
1280
1279
1278
1277
1276
1275
1274
1334
1333
1281
1282
1283
1285
1284
TS
TS
TS
TS
TS
TS
TS
T
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
D
D
D
D
1344
S
S
S
S
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
S
S
S
S
S
S
S
D
S
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
S
W
PRECINCT 1.1
FUTURE DEVELOPMENT
INTERIM
STORAGE TANKS
GREENBANK 2
ULTIMATE PUMP
STATION
LOCATION
MIRVAC PREFERRED LOCATION OF ULTIMATE PUMP STATION
(GB2) TO BE DESIGNED AND CONSTRUCTED BY LWIA
6
.5
0
6
.5
0
3.9°
DEFELCTION
11.25° HB
1.8°
DEFELCTION
45° HB
7.0
0
S
P
-4
.6
5
0
.8
9
4.3
5
CT
P3
7.5
2
64.30
98
.4
5
1
2
3
.2
5
C
T
P
1
3
2
.4
2
C
T
P
1
4
2
.0
9
C
T
P
2
0
4
.1
6
C
T
P
2
3
1
.3
8
20
40
60
80
10
0
1
2
0
1
4
0
1
6
0
1
8
0
2
0
0
2
2
0
2
4
0
2
6
0
2
8
0
3
0
0
3
2
0
3
4
0
FUTURE PRECINCT 2
STORMWATER DRAINAGE
DRINKING WATER MAINW
D
12.0FINISHED CONTOURS
(0.50m)
EXISTING CONTOURS (0.50m)12.0
LEGEND - EXISTING
LEGEND - PROPOSED
38
W WDRINKING WATER MAIN
EXTENT OF WORKS BOUNDARY
DSTORMWATER DRAINAGE
S SGRAVITY SEWER
LOT NUMBER
S S
Ø110mm EXISTING
PROPERTY CONNECTION
EX HC
SEWER RETICULATIONS
PROPOSED HORIZONTAL BEND
#° HB
TTELSTRA OVERHEAD
ELECTRICITY
TS
TRUNK SEWER GRAVITY MAIN (GB1 - GB2)
ALIGNMENT
RM
OD450 PE100 SDR11 TRUNK SEWER RISING
MAIN (FROM GB2).
DETAILED DESIGN INCLUDED IN THIS PACKAGE.
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
SCALE 1:500 (A1)
200 10 30m
N
RE
FE
R D
RA
WIN
G C
61
2 FO
R C
ON
TIN
UA
TIO
N
NOTE:
FOR NOTES REFER TO DRAWING C600 TRUNK
SEWERAGE LOCALITY PLAN AND NOTES.
C
MIRVAC
MIR001-01
C611 C
26/04/18
18/01/18
21/12/17
C
B
A
AMENDED PIPE ALIGNMENT AT CONNECTION POINT TO SPS
AMENDED SEWER RISING MAIN PIPE SIZE
ORIGINAL ISSUE
KH
KH
KH
EL
MM
JS
26/04/18
26/04/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
TRUNK GB2 SEWER RISING MAIN LAYOUT - SHEET 1 OF 2
CONSTRUCTION ISSUE02/05/18 CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
45
46
46
47
47
4
7
48
48
4
8
49
49
49
50
50
50
51
5
1
51
51
52
52
52
53
53
53
5
3
54
5
4
54
54
55
5
5
5
6
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
RM
R
M
R
M
R
M
R
M
R
M
R
M
R
M
R
M
1201
W
W
W
1224
1223
1222
1225
1219
1208
1218
1216
1217
1212
1215
1214
1213
1211
1197
1210
1209
1200
1199
1198
1196
1232
1231
1329
1330
1328
1343
1341
1342
1340
1226
1229
1221
1227
1228
1220
1207
1204
1206
1205
1202
1190
1203
1191
1194
1234
1236
1235
1233
S
S
S
D
D
D
D
D
D
D
S
S
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
6
.5
0
1
.5
0
6m EASEMENT OVER RISING
MAIN THROUGH LOT 1343.
6
.5
0
6
.5
0
45° HB
45° HB
3.8°
DEFELCTION
3.8°
DEFELCTION
3
5
3
.6
1
C
T
P
3
7
3
.1
0
3
9
2
.1
0
3
9
4
.1
0
C
T
P
4
1
7
.3
4
4
3
1
.8
4
4
3
3
.8
4
C
T
P
4
9
5
.8
7
5
0
3
.3
7
5
0
5
.3
7
5
1
9
.8
1
5
3
5
.2
7
6
2
6
.4
2
6
3
8
.7
6
3
4
0
3
6
0
3
8
0
4
0
0
4
2
0
4
4
0
4
6
0
4
8
0
5
0
0
520
5
4
0
5
6
0
5
8
0
6
0
0
6
2
0
45° HB
45° HB
45° HB
GR
EEN
BA
NK
RO
AD
PRECINCT 1.2
PRECINCT 1.5
FUTURE PRECINCT 2
STORMWATER DRAINAGE
DRINKING WATER MAINW
D
12.0FINISHED CONTOURS
(0.50m)
EXISTING CONTOURS (0.50m)12.0
LEGEND - EXISTING
LEGEND - PROPOSED
38
W WDRINKING WATER MAIN
EXTENT OF WORKS BOUNDARY
DSTORMWATER DRAINAGE
S SGRAVITY SEWER
LOT NUMBER
S S
Ø110mm EXISTING
PROPERTY CONNECTION
EX HC
SEWER RETICULATIONS
PROPOSED HORIZONTAL BEND
#° HB
TTELSTRA OVERHEAD
ELECTRICITY
TS
TRUNK SEWER GRAVITY MAIN (GB1 - GB2)
ALIGNMENT
RM
OD450 PE100 SDR11 TRUNK SEWER RISING
MAIN (FROM GB2).
DETAILED DESIGN INCLUDED IN THIS PACKAGE.
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
SCALE 1:500 (A1)
200 10 30m
REFER DRAWING C611 FOR CONTINUATION
N
6
.5
0 NOTE:
FOR NOTES REFER TO DRAWING C600 TRUNK
SEWERAGE LOCALITY PLAN AND NOTES.
B
MIRVAC
MIR001-01
C612 B
18/01/18
21/12/17
B
A
AMENDED SEWER RISING MAIN PIPE SIZE
ORIGINAL ISSUE
KH
KH
EL
MM
JS
18/01/18
18/01/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
TRUNK GB2 SEWER RISING MAIN LAYOUT - SHEET 2 OF 2
CONSTRUCTION ISSUE02/05/18 CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
ST
OR
MW
AT
ER
1
35
0m
m
IL 4
1.2
63
C
LR
1
.2
02
ST
OR
MW
AT
ER
1
65
0m
m IL 4
1.4
10
ST
OR
MW
AT
ER
1
65
0m
m
IL 4
1.4
15
ST
OR
MW
AT
ER
3
75
mm
IL 4
2.4
36
C
LR
2
.3
67
ST
OR
MW
AT
ER
1
50
0m
m
IL 4
1.4
34
C
LR
1
.2
89
TR
UN
K SE
WE
R 3
00
mm
IL 4
0.6
25
C
LR
0
.5
66
WA
TE
R 1
50
mm
IL 4
5.4
10
C
LR
3
.0
10
ST
OR
MW
AT
ER
3
75
mm
IL 4
4.8
90
C
LR
2
.3
15
ST
OR
MW
AT
ER
3
75
mm
IL 4
5.9
89
C
LR
2
.0
42
ST
OR
MW
AT
ER
4
50
mm
IL 4
7.5
08
C
LR
1
.4
13
ST
OR
MW
AT
ER
3
75
mm
IL 4
7.9
78
C
LR
1
.0
67
ST
OR
MW
AT
ER
3
75
mm
IL 4
9.7
02
C
LR
1
.2
33
ST
OR
MW
AT
ER
3
75
mm
IL 5
0.6
02
C
LR
0
.9
15
ST
OR
MW
AT
ER
3
75
mm
IL 5
1.3
40
C
LR
1
.0
41
2 1
50
mm
IL 4
1.5
25
C
LR
0
.8
97
SE
WE
R 1
50
mm
IL 4
2.2
95
C
LR
0
.8
59
SE
WE
R 1
50
mm
IL 4
5.6
52
C
LR
0
.5
77
SE
WE
R 1
50
mm
IL 4
7.3
31
C
LR
0
.9
90
ST
OR
MW
AT
ER
3
75
mm
IL 4
3.3
02
C
LR
2
.3
10
ST
OR
WM
AT
ER
3
75
mm
IL 5
0.1
11
C
LR
1
.1
54
ST
OR
MW
AT
ER
7
50
mm
IL 4
5.9
89
C
LR
1
.2
15
33.000
5.527
42
.8
60
-4
.6
34
39
.2
39
39
.2
39
3.6
21
3.6
21
3.457
43
.0
87
0.8
93
39
.2
51
39
.2
51
3.8
36
3.8
36
33.175
43
.1
68
4.3
50
39
.2
58
39
.2
58
3.9
10
3.9
10
60.927
43
.3
77
37
.5
25
39
.3
25
39
.3
25
4.0
52
4.0
52
24.797
44
.4
80
98
.4
52
39
.4
47
39
.4
47
5.0
33
5.0
33
9.169
44
.3
93
12
3.2
49
39
.4
96
39
.4
96
4.8
96
4.8
96
9.667
44
.2
66
13
2.4
19
39
.5
15
39
.5
15
4.7
51
4.7
51
27.459
44
.2
58
14
2.0
86
39
.5
34
39
.5
31
39
.5
31
4.7
24
4.7
27
4.7
27
34.617
44
.7
74
16
9.5
45
39
.5
86
39
.5
86
5.1
88
5.1
88
27.223
45
.4
16
20
4.1
62
40
.6
25
40
.6
25
4.7
91
4.7
91
122.228
45
.7
77
23
1.3
84
41
.4
41
41
.4
41
4.3
36
4.3
36
19.486
47
.3
22
35
3.6
12
43
.2
75
43
.2
75
4.0
47
4.0
47
18.998
47
.5
70
37
3.0
98
43
.8
79
43
.8
79
3.6
92
3.6
92
2.000
47
.9
81
39
2.0
96
44
.4
68
44
.4
68
3.5
13
3.5
13
23.248
47
.9
64
39
4.0
96
44
.5
30
44
.5
30
3.4
35
3.4
35
14.498
48
.5
99
41
7.3
44
45
.2
50
45
.2
50
3.3
48
3.3
48
2.000
49
.2
66
43
1.8
42
45
.7
00
45
.7
00
3.5
66
3.5
66
32.124
49
.2
74
43
3.8
42
45
.7
62
45
.7
62
3.5
12
3.5
12
39.000
29.905
50
.2
01
46
5.9
66
47
.2
07
47
.2
07
2.9
93
2.9
93
7.497
51
.7
67
49
5.8
71
48
.5
53
48
.5
53
3.2
14
3.2
14
2.000
51
.9
39
50
3.3
68
48
.8
90
48
.8
90
3.0
48
3.0
48
14.441
52
.0
14
50
5.3
68
48
.9
80
48
.9
80
3.0
33
3.0
33
15.461
52
.6
77
51
9.8
09
49
.6
30
49
.6
30
3.0
47
3.0
47
34.493
53
.4
62
53
5.2
70
50
.3
26
50
.3
26
3.1
36
3.1
36
24.870
54
.5
23
56
9.7
63
51
.0
82
51
.0
82
3.4
41
3.4
41
10.941
55
.0
28
59
4.6
33
51
.1
32
51
.1
32
3.8
96
3.8
96
20.844
55
.1
14
60
5.5
74
51
.1
54
51
.1
54
3.9
60
3.9
60
12.342
54
.7
81
62
6.4
18
51
.1
96
51
.1
96
3.5
85
3.5
85
54
.2
21
63
8.7
61
51
.2
20
3.0
00
RUNNING
CHAINAGE
FINISHED
SURFACE LEVEL
INVERT LEVEL
DEPTH TO
INVERT OF SEWER
GRADE
DIAMETER
STREET ETC
DATUM R.L.
1/GB2 2/GB2 3/GB2 4/GB2 5/GB2 6/GB2 7/GB2 8/GB2 VB1/GB2 9/GB2 10/GB2 VB2/GB2 11/GB2 12/GB2 13/GB2 14/GB2 15/GB2 VB3/GB2 16/GB2 17/GB2 18/GB2 19/GB2 20/GB2 VB4/GB2 21/GB2 22/GB2 23/GB2 24/GB2 25/GB2
0D450mm PE100 SDR11
1 in 500 1 in 33.333 1 in 66.667 1 in 32.258 1 in 45.604 1 in 5001 in 22.222
GB2 SEWER RISING MAIN
EMERALD PARADE KESSELS BOULEVARD HEDGE LANEFP ROAD RESERVE PP
EN
D C
AP
FO
R FU
TU
RE
C
ON
NE
CT
IO
N
VE
RT
IC
AL D
EFLE
CT
IO
N
VE
RT
IC
AL D
EFLE
CT
IO
N
BLA
NK
FLA
NG
E W
IT
H S.S. B
AC
KIN
G
RIN
G FO
R FU
TU
RE
C
ON
NE
CT
IO
N
4
5
°
B
E
N
D
4
5
°
B
E
N
D
4
5
°
B
E
N
D
4
5
°
B
E
N
D
4
5
°
B
E
N
D
4
5
°
B
E
N
D
4
5
°
B
E
N
D
4
5
°
B
E
N
D
4
5
°
B
E
N
D
4
5
°
B
E
N
D
PRECINCT 1.1 PRECINCT 1.2 PRECINCT 1.5
VE
RT
IC
AL D
EFLE
CT
IO
N
CH
3
56
.6
12
CH
4
53
.3
51
CONSTRUCT WITH P1.1 CIVIL CONTRACT CONSTRUCT WITH P1.2 CIVIL CONTRACT CONSTRUCT WITH P1.5 CIVIL CONTRACT
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
0 400 20 60m
0 2 4 6m
SCALE 1:1000 (A1)
SCALE 1:100 (A1)
C
MIRVAC
MIR001-01
C613 C
26/04/18
18/01/18
21/12/17
C
B
A
AMENDED PIPE ALIGNMENT AT CONNECTION POINT TO SPS
AMENDED SEWER RISING MAIN PIPE SIZE
ORIGINAL ISSUE
KH
KH
KH
EL
MM
JS
26/04/18
26/04/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
TRUNK GB2 SEWER RISING MAIN LONG SECTION
C
C
C
CONSTRUCTION ISSUE02/05/18 CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
STORMWATER DRAINAGE
DRINKING WATER MAINW
D
TS
TRUNK SEWER GRAVITY MAIN
(GB1 - GB2) ALIGNMENT
12.0FINISHED CONTOURS
(0.50m)
LEGEND - PROPOSED
38
EXTENT OF WORKS BOUNDARY
LOT NUMBER
SEWER RETICULATIONS
PROPOSED HORIZONTAL BEND
#° HB
RM
OD280 PE100 SDR11 TRUNK SEWER RISING
MAIN (GB1-GB2) DETAILED DESIGN INCLUDED
IN THIS PACKAGE
E
E
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
E
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
EE
V
V
V
V
DD
D
DD
D
dE
dE
dE
dE
dE
dE
E
E
E
E
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dE
dT
dT
dT
dT
dT
dT
dT
C11
Screw in
RL 71.127
C8
Screw in Conc
RL 71.672
Traffic Island
E
E
E
d
E
E
E
E
E
E
T
T
T
T
T
C7
Star Picket
RL 71.722
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
V
dW
E
E
T
TT
T
TT
T
T T
T
E
E
E
E
E
E
E
E
EE
E
EE
EE
E
E
E E
E
W
W
W
W
WW
WW
WW
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
d
T
d
T
d
Td
Td
T
dT
60
6
1
6
2
62
6
3
6
3
6
3
64
64
6
5
6
5
65
66
66
6
7
67
67
6
8
6
8
68
6
8
6
9
69
69
6
9
6
9
70
7
0
70
70
7
0
70
71
7
1
71
7
1
7
1
71
7
1
7
1
72
72
7
2
7
3
7
3
73
7
4
S
S
TSTSTSTSTS
TS
TS
TS
TS
TS
TS
TS
WW
W
W
WW
WWW
W W
S
S
S
S
103110321030
1029
1002
1001
2001
2002
2003
2026202720282029
DD
DR
MR
MR
MR
MR
MR
MR
MR
M
D
D
D D
D D D
D D D D
D
17
T1
20.6° HB
TE
VIO
T R
OA
D
PUB LAN
E
EVERLEIGH DRIVE
0
.0
0
T
C
1
.1
9
CT7.29
20
40
60
80
100
120
140
160
180
200
220
6.50m
DISCHARGE MANHOLE
REFER DRAWINGS
C600-C607 FOR DETAILS
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
dW
EE
EE
EE
EE
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
EE
EE
EE
EE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
dT
dT
E
PSM
C6
PM 113371
RL 66.026
C21
Screw
in M
anhole
RL 6
9.1
34
dW
dW
dW
dW
dW
dW
dW
dW
dW
E
P
B
C
E
x
c
is
io
n
B
o
u
n
d
a
ry
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
dT
59
60
61
6
2
63
64
6
5
65
6
6
66
66
6
7
67
67
6
7
6
8
6
8
68
68
6
8
69
6
9
69
6
9
6
9
69
70
7
0
7
0
71
7
1
7
2
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
RM
CONNECTION POINT FOR RISING MAIN FROM
WESTERN DEVELOPMENT (TEVIOT DOWNS).
TOTAL CONTRIBUTING PWWF = 68L/s
1
RM
DIRECTION DRILL UNDER INSTALLED
SALES OFFICE DRIVEWAY
2
RM
AUTOMATIC GAS RELEASE VALVE
REFER SEWER RISING MAIN TYPICAL DETAILS
ON C622 AND SEQ STD DWG SEQ-SPS-1606-1
SCOUR/ DRAIN VALVE ASSEMBLY
REFER SEWER RISING MAIN
TYPICAL DETAILS ON C622 AND
SEQ STD DWG SEQ-SPS-1602-1
15° HB
LEA
NN
E C
OU
RT
TE
VIO
T R
OA
D
38
5.2
5
592.3
9
200
220
240
260
280
300
320
340
360
380
400
420
440
460
480
500
520
540
560
580
6.5
0m
6.50m
EE
EE
EE
E
dT
dT
dT
dT
dT
dT
TS
TS
RM
RM
C C C C C C
EXISTING CONTOURS (0.50m)12.0
LEGEND - EXISTING
W WDRINKING WATER MAIN
DSTORMWATER DRAINAGE
S SGRAVITY SEWER
S S
Ø110mm EXISTING
PROPERTY CONNECTION
EX HC
TTELSTRA OVERHEAD
ELECTRICITY
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
40
SCALE 1:1000 (A1)
0 20 60m
N
JOINS BELOW RIGHT
JOINS ABOVE LEFT
NOTE:
FOR NOTES REFER TO DRAWING C600 TRUNK
SEWERAGE LOCALITY PLAN AND NOTES.
B
REFER DETAIL A
B
DETAIL A
SCALE 1:100
CONDUIT TO SEQ
CODE STANDARD
1.50m
McBERNS ZC 1200 ODOUR FILTER +
VENT POLE AFFIXED TO 1500x1800
CONCRETE FOUNDATION. SL62
REINFORCEMENT MIN. 150 THICK
TE
VIO
T R
OA
D
B
1.8
0m
A
-
SECTION A
SCALE 1:100
B
VENT POLE FOUNDATION IN ACCORDANCE
WITH MANUFACTURERS SPECIFICATIONS.
PR
OP
ER
TY
B
OU
ND
AR
Y
DISCHARGE MANHOLE
ACOUSTIC FENCE
0.50m
PROPERTY BOUNDARY
MIRVAC
MIR001-01
C620 B
18/01/18
21/12/17
B
A
LEGEND UPDATED & DETAIL ADDED
ORIGINAL ISSUE
KH
KH
EL
MM
JS
18/01/18
18/01/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
TRUNK TEVIOT ROAD SEWER RISING MAIN LAYOUT
CONSTRUCTION ISSUE02/05/18 CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
57.000
1 in 76.923
41.414
67
.0
48
0.0
00
65
.5
48
1.5
00
1 in 43.478
81.063
67
.5
88
41
.4
14
66
.0
86
66
.0
86
1.5
01
1.5
01
1 in -100
84.657
69
.4
74
12
2.4
77
67
.9
51
67
.9
51
1.5
23
1.5
23
1 in -51.914
52.535
68
.6
38
20
7.1
34
67
.1
04
67
.1
04
1.5
34
1.5
34
1 in 200
59.337
67
.7
04
25
9.6
69
66
.0
92
66
.0
92
1.6
11
1.6
11
1 in 50
43.571
67
.8
96
31
9.0
06
66
.3
89
66
.3
89
1.5
07
1.5
07
1 in 40
74.534
68
.8
17
36
2.5
78
67
.2
60
67
.2
60
1.5
56
1.5
56
1 in 57.442
45.603
70
.6
26
43
7.1
11
69
.1
24
69
.1
24
1.5
02
1.5
02
1 in 223
105.435
71
.6
56
48
2.7
14
69
.9
18
69
.9
18
1.7
39
1.7
39
4.239
72
.2
04
58
8.1
49
70
.3
91
70
.3
91
1.8
13
1.8
13
72
.2
15
59
2.3
88
70
.4
10
1.8
05
LENGTH
RUNNING CHAINAGE
FINISHED
SURFACE LEVEL
INVERT LEVEL
DEPTH TO
INVERT OF SEWER
GRADE
DIAMETER
STREET ETC
DATUM R.L.
1/RM VB1/RM VB2/RM 2/RM VB3/RM VB4/RM VB5/RM VB6/RM VB7/RM 17/T1
VE
RT
IC
AL D
EFLE
CT
IO
N
VE
RT
IC
AL D
EFLE
CT
IO
N
VE
RT
IC
AL D
EFLE
CT
IO
N
VE
RT
IC
AL D
EFLE
CT
IO
N
VE
RT
IC
AL D
EFLE
CT
IO
N
15
° H
OR
IZ
ON
TA
L B
EN
D
AN
D V
ER
TIC
AL D
EFLE
CT
IO
N
VE
RT
IC
AL D
EFLE
CT
IO
N
VE
RT
IC
AL D
EFLE
CT
IO
N
EN
D C
AP
FO
R FU
TU
RE
C
ON
NE
CT
IO
N
AU
TO
MA
TIC
G
AS R
ELE
ASE
V
ALV
E R
EFE
R
SE
WE
R R
ISIN
G M
AIN
T
YP
IC
AL D
ET
AILS O
N
C6
22
A
ND
SE
Q ST
D D
WG
SE
Q-SP
S-1
60
6-1
SC
OU
R/ D
RA
IN
V
ALV
E A
SSE
MB
LY
R
EFE
R
SE
WE
R R
ISIN
G M
AIN
T
YP
IC
AL D
ET
AILS O
N
C6
22
A
ND
SE
Q ST
D D
WG
SE
Q-SP
S-1
60
2-1
DISC
HA
RG
E M
AN
HO
LE
RE
FE
R D
WG
S C
60
0-C
60
7
FO
R D
ET
AILS
HB1/RM
EX
IST
. T
ELST
RA
1
00
mm
EX
IST
. T
ELST
RA
1
00
mm
OD280mm PE100 SDR11
DIRECTION DRILL UNDER
INSTALLED SALES OFFICE DRIVEWAY
SALES OFFICE
DRIVEWAY
TEVIOT ROAD
R1
7.0
m H
OR
IZ
ON
TA
L B
EN
D
CONTRACTOR SHALL LOCATE THE LEVEL OF SERVICE PRIOR
TO DIRECTIONAL DRILLING / OPEN CUT EXCAVATION AND
MAKE SUPERINTENDENT AWARE OF ANY POTENTIAL CLASHES.
EXISTING SURFACE
PROVIDE BACKING RING
AND BLANK FLANGE FOR
FUTURE CONNECTION
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
B
B
B
B
B
MIRVAC
MIR001-01
C621 B
18/01/18
21/12/17
B
A
NOTE AND LEVEL UPDATED
ORIGINAL ISSUE
KH
KH
EL
MM
JS
18/01/18
18/01/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
TRUNK TEVIOT ROAD SEWER RISING MAIN LONG SECTION
CONSTRUCTION ISSUE02/05/18 CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18
TYPICAL SCOUR ARRANGEMENT
SCALE 1:25
900
75
0
MA
XIM
UM
FLEXIBLE JOINT PIPE
300x300x150 SUMP
UPVC SHROUD PIPE
EXTENSION SPINDLE WSA PS-262
SCOUR VALVE SEE NOTE 8
SO-SO-FL SCOUR TEE
MULTI GIB
COUPLING
FL-SP CONNECTOR
THRUST BLOCK
FL-FL 90° BEND
STABILISED SAND
OR EQUIVALENT
CONCRETE SLAB
ABFLEX
FL-FL PIPE TO SUIT
DN100 MECHANICAL
COUPLING
FL-FL PIPE OR TAPER TO SUIT
CONCRETE CHAMBER
JOINT
METAL ACCESS COVER
15
0 M
IN
20
0 M
AX
TYPICAL GAS RELEASE ARRANGEMENT
SCALE 1:25
'G' TYPE MANHOLE FOR
DETAILS REFER
DE
PT
H T
O SU
IT
DICL OR UPVC
LENGTH TO SUIT
SHROUD DN225 PVC TUBE
PRE-CAST MANHOLE TO BE
IN ACCORDANCE WITH
STD DWG SEQ-SEW-1300-1
CONCRETE SUPPORT
INSTALL GAS RELEASE VALVE
COMPLETE WITH BACK WASH
FACILITY AND FLANGED
CONNECTION AS DETAILED ON THE
APPROVED DRAWINGS WITH 100
CLEARANCE BETWEEN TOP OF
VALVE AND UNDERSIDE OF LID.
300x300x150 SUMP
FLANGED SPACER
LENGTH TO SUIT
PE LINING
30
0
MIN
.
RISING MAIN
DN100 FLANGE-SPIGOT TAILPIPE
WITH PUDDLE FLANGE
SECTIONAL ELEVATION
RISING MAIN DISCHARGE MANHOLE
SCALE 1:25
50
M
IN
.
VENT/ ODOUR
MANAGEMENT PIPE
TOP OF BENCHING
APPROVED FBE DI
MH COUPLING
RISING MAIN
GRAVITY MAIN
MIN. 2.5mm THICK INTERNAL POLYETHYLENE
LINER (LIGHT COLOUR) CORROSION PROTECTION
SYSTEM TO ALL INTERNAL CONCRETE SURFACES
STANDARD MANHOLE COUPLING
MAINTENANCE HOLE
SHORT PIPE 500 MAX.
BENCH BOTTOM OF MANHOLE 2:1 SAND - CEMENT
MORTAR RENDER 15 THICK, STEEL TROWEL FINISH
WITH EPOXY COATING. ALTERNATIVELY PROVIDE A
SQUARE WALLED CHANNEL PE LINER FOR THE
MANHOLE BASE.
BENCH TO SUIT
THRUST FLANGE
MANHOLE DETAILS AS PER SEWER CODE
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
B
MIRVAC
MIR001-01
C622 B
18/01/18
21/12/17
B
A
AMENDED SCOUR DETAIL
ORIGINAL ISSUE
KH
KH
EL
MM
JS
18/01/18
18/01/18
EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT
TEVIOT ROAD, GREENBANK
SEWER RISING MAIN TYPICAL DETAILS
CONSTRUCTION ISSUE02/05/18 CONSTRUCTION ISSUE22/05/18 CONSTRUCTION ISSUE22/06/18 CONSTRUCTION ISSUE27/06/18