EVERLEIGH PRECINCT 1.1 SUBDIVISION DEVELOPMENT · hb3 20 hb2 20 5 20 4 20 hb1 23 hb10 2 hb9 2hb8 2...

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




C505 SEWERAGE RETICULATION LONG SECTIONS SHEET 1 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


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



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


HB1

23

HB1

20



HB4

2



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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



DATE

SCALE 1:500 (A1)

200 10 30m

N

FUTURE PRECINCT 9

FUTURE PRECINCT 1.5

FUTURE

PRECINCT 1.3


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



ORIGINAL ISSUE

KH

KH

KH

KH

MM

JS

JS

23/04/18

23/04/18




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


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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



DATE

SCALE 1:500 (A1)

200 10 30m

N

FUTURE PRECINCT 1.2

FUTURE PRECINCT 1.5

FUTURE PRECINCT 2


REFER DWG No. C500.


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



ORIGINAL ISSUE

KH

KH

KH

KH

KH

MM

JS

JS

23/04/18

23/04/18




E

E


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


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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



DATE

SCALE 1:500 (A1)

200 10 30m

N


REFER DWG No. C500.


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



ORIGINAL ISSUE

KH

KH

KH

KH

MM

JS

JS

04/05/18

04/05/18




D

E


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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



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



ORIGINAL ISSUE

KH

KH

KH

KH

KH

KH

MM

JS

JS

22/06/18

22/06/18



SEWERAGE RETICULATION LONG SECTIONS SHEET 1 OF 7

E

E

E

E

E

E

E

E

F F

F


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



INVERT LEVEL (IL)


LINE

EMBEDMENT TYPE

LENGTH

GRADE (1 IN X)



LINE NO.

MH DROP TYPE

MH / MS TYPE

MH / MS COVER TYPE


PROPERTY CONNECTION

DEPTH

PROPERTY CONNECTION

INVERT LEVEL


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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



DATE

MANHOLE TYPES





HB HORIZONTAL BEND

(3m HORIZ. RADIUS)


LEGEND - PROPOSED


V FALL THROUGH MH


X INTERNAL DROP

Y EXTERNAL DROP


DENOTES VERGEFP

LID TYPES


CONCRETE IN FILL


DOWN


FILL




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



ORIGINAL ISSUE

KH

KH

KH

KH

KH

KH

KH

KH

MM

JS

JS

22/06/18

22/06/18




FF

F

GGG

G

H

H


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



INVERT LEVEL (IL)


LINE

EMBEDMENT TYPE

LENGTH

GRADE (1 IN X)



LINE NO.

MH DROP TYPE

MH / MS TYPE

MH / MS COVER TYPE


PROPERTY CONNECTION

DEPTH

PROPERTY CONNECTION

INVERT LEVEL


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


FUTURE CONNECTION.

GRADE 0.947%.

Y W


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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



DATE

MANHOLE TYPES





HB HORIZONTAL BEND

(3m HORIZ. RADIUS)


LEGEND - PROPOSED


V FALL THROUGH MH


X INTERNAL DROP

Y EXTERNAL DROP


DENOTES VERGEFP

LID TYPES


CONCRETE IN FILL


DOWN


FILL




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


SOME MAINTENANCE SHAFTS CHANGED TO MANHOLES, ADDITIONAL DETAIL TO PIPE STUBS

MINOR DRAFTING AMENDMENTS




ORIGINAL ISSUE

KH

KH

KH

KH

KH

KH

KH

MM

JS

JS

22/05/18

22/05/18




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



INVERT LEVEL (IL)


LINE

EMBEDMENT TYPE

LENGTH

GRADE (1 IN X)



LINE NO.

MH DROP TYPE

MH / MS TYPE

MH / MS COVER TYPE


PROPERTY CONNECTION

DEPTH

PROPERTY CONNECTION

INVERT LEVEL


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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



DATE

MANHOLE TYPES





HB HORIZONTAL BEND

(3m HORIZ. RADIUS)


LEGEND - PROPOSED


V FALL THROUGH MH


X INTERNAL DROP

Y EXTERNAL DROP


DENOTES VERGEFP

LID TYPES


CONCRETE IN FILL


DOWN


FILL




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


SOME MAINTENANCE SHAFTS CHANGED TO MANHOLES, BRIDGING STRUCTURES SHOWN

MINOR DRAFTING AMENDMENTS & AMENDED LOCATIONS OF STRUCTURES ON LINE 7 & 10




ORIGINAL ISSUE

KH

KH

KH

KH

KH

KH

KH

MM

JS

JS

22/05/18

22/05/18




E

FF

F

F

F

F

G


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



INVERT LEVEL (IL)


LINE

EMBEDMENT TYPE

LENGTH

GRADE (1 IN X)



LINE NO.

MH DROP TYPE

MH / MS TYPE

MH / MS COVER TYPE


PROPERTY CONNECTION

DEPTH

PROPERTY CONNECTION

INVERT LEVEL


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


FUTURE CONNECTION.

GRADE 3.410%.

54

.8

46

2.1

54

A

V

A A A

RPEQ 7295


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



DATE

MANHOLE TYPES





HB HORIZONTAL BEND

(3m HORIZ. RADIUS)


LEGEND - PROPOSED


V FALL THROUGH MH


X INTERNAL DROP

Y EXTERNAL DROP


DENOTES VERGEFP

LID TYPES


CONCRETE IN FILL


DOWN


FILL




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


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




ORIGINAL ISSUE

KH

KH

KH

KH

KH

KH

KH

KH

MM

JS

JS

22/06/18

22/06/18




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



INVERT LEVEL (IL)


LINE

EMBEDMENT TYPE

LENGTH

GRADE (1 IN X)



LINE NO.

MH DROP TYPE

MH / MS TYPE

MH / MS COVER TYPE


PROPERTY CONNECTION

DEPTH

PROPERTY CONNECTION

INVERT LEVEL


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


FUTURE CONNECTION.

GRADE 1:180.


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


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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



DATE

MANHOLE TYPES





HB HORIZONTAL BEND

(3m HORIZ. RADIUS)


LEGEND - PROPOSED


V FALL THROUGH MH


X INTERNAL DROP

Y EXTERNAL DROP


DENOTES VERGEFP

LID TYPES


CONCRETE IN FILL


DOWN


FILL




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




ORIGINAL ISSUE

KH

KH

KH

KH

KH

KH

MM

JS

JS

04/05/18

04/05/18




E

F FF

F F F

F

F

F

F F

F

E

F


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



INVERT LEVEL (IL)


LINE

EMBEDMENT TYPE

LENGTH

GRADE (1 IN X)



LINE NO.

MH DROP TYPE

MH / MS TYPE

MH / MS COVER TYPE


PROPERTY CONNECTION

DEPTH

PROPERTY CONNECTION

INVERT LEVEL


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


FUTURE CONNECTION.

GRADE 1:180.

A

YV

A

V

A

V

A

V

A

V

A

V V


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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



DATE

MANHOLE TYPES





HB HORIZONTAL BEND

(3m HORIZ. RADIUS)


LEGEND - PROPOSED


V FALL THROUGH MH


X INTERNAL DROP

Y EXTERNAL DROP


DENOTES VERGEFP

LID TYPES


CONCRETE IN FILL


DOWN


FILL




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


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



ORIGINAL ISSUE

KH

KH

KH

KH

KH

KH

KH

KH

MM

JS

JS

22/05/18

22/05/18




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



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



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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



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


MAINTENANCE STRUCTURE NUMBER.


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



TRUNK GRAVITY SEWER INDEX PLAN - SHEET 1 OF 2

C


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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



DATE

60

SCALE 1:1500 (A1)

0 30 90m

N



LEGEND - PROPOSED





STRUCTURE DETAILS.

1

T1

RM



MIRVAC

MIR001-01

C602 C

26/04/18

21/12/17

06/10/17

C

B

A


FOR APPROVAL

ORIGINAL ISSUE

KH

KH

KH

MM

JS

JS

26/04/18

26/04/18



TRUNK GRAVITY SEWER INDEX PLAN - SHEET 2 OF 2

C


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

dT

dT

dT

dT

dT

dT

dT

dT

dT

dT

dT

dT

T

E

dE

dE

E

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


3.0

0 E

ASE

ME

NT

13

T1

14

T1

17

T1

Ø2

25

STORMWATER DRAINAGE


D

TS TRUNK SEWER GRAVITY MAIN

(GB1 - GB2) DETAILED DESIGN INCLUDED

IN THIS PACKAGE

12.0FINISHED CONTOURS

(0.50m)




STRUCTURE DETAILS.

EXISTING CONTOURS (0.50m)12.0

LEGEND - EXISTING

LEGEND - PROPOSED

38




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



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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



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



TRUNK GRAVITY SEWER LAYOUT PLAN - SHEET 1 OF 3


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


D

TS TRUNK SEWER GRAVITY MAIN

(GB1 - GB2) DETAILED DESIGN INCLUDED

IN THIS PACKAGE


(0.50m)




STRUCTURE DETAILS.


LEGEND - EXISTING

LEGEND - PROPOSED

38




S SGRAVITY SEWER

LOT NUMBER

S S

Ø110mm EXISTING

PROPERTY CONNECTION

EX HC

1

T1

SEWER RETICULATIONS


HB 1/T1

TTELSTRA OVERHEAD

ELECTRICITY

RM





- TANKS



MAXIMUM FLOW


APPROVAL.



RPEQ 7295


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



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:



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




C

C

C

C

C


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


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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



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


D


(0.50m)




STRUCTURE DETAILS.


LEGEND - EXISTING

LEGEND - PROPOSED

38




S SGRAVITY SEWER

LOT NUMBER

S S

Ø110mm EXISTING

PROPERTY CONNECTION

EX HC

1

T1

SEWER RETICULATIONS


HB 1/T1

TTELSTRA OVERHEAD

ELECTRICITY



- TANKS



MAXIMUM FLOW


APPROVAL.





LEGEND - PROPOSED

RM


REFER DWG 610-C622 FOR DETAILS.

NOTE:



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




D

D

D

D

D

D

D

D


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




D LCC DISCHARGE MANHOLE


HB HORIZONTAL BEND

(3m HORIZ. RADIUS)


LEGEND - PROPOSED


V FALL THROUGH MH


X INTERNAL DROP

Y EXTERNAL DROP


DENOTES VERGEFP

LID TYPES

B LCC CLASS B NON TRAFFICABLE

D LCC CLASS D NON TRAFFICABLE



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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



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


LEGEND, MANHOLE TYPES AND LEVELS UPDATED

FOR APPROVAL

ORIGINAL ISSUE

KH

KH

KH

KH

MM

JS

JS

26/04/18

26/04/18



TRUNK GRAVITY SEWER LONG SECTIONS - SHEET 1 OF 2

D


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




D LCC DISCHARGE MANHOLE


HB HORIZONTAL BEND

(3m HORIZ. RADIUS)


LEGEND - PROPOSED


V FALL THROUGH MH


X INTERNAL DROP

Y EXTERNAL DROP


DENOTES VERGEFP

LID TYPES

B LCC CLASS B NON TRAFFICABLE

D LCC CLASS D NON TRAFFICABLE



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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



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



TRUNK GRAVITY SEWER LONG SECTIONS - SHEET 2 OF 2

D

D

D

D

D

D

D

D


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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



DATE

60

SCALE 1:1500 (A1)

0 30 90m

N

TSTRUNK SEWER GRAVITY MAIN (GB1 - GB2) ALIGNMENT

LEGEND - PROPOSED


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



TRUNK GB2 SEWER RISING MAIN INDEX PLAN


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


D


(0.50m)


LEGEND - EXISTING

LEGEND - PROPOSED

38




S SGRAVITY SEWER

LOT NUMBER

S S

Ø110mm EXISTING

PROPERTY CONNECTION

EX HC

SEWER RETICULATIONS


#° HB

TTELSTRA OVERHEAD

ELECTRICITY

TS

TRUNK SEWER GRAVITY MAIN (GB1 - GB2)

ALIGNMENT

RM

OD450 PE100 SDR11 TRUNK SEWER RISING

MAIN (FROM GB2).


RPEQ 7295


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



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:



C

MIRVAC

MIR001-01

C611 C

26/04/18

18/01/18

21/12/17

C

B

A



ORIGINAL ISSUE

KH

KH

KH

EL

MM

JS

26/04/18

26/04/18



TRUNK GB2 SEWER RISING MAIN LAYOUT - SHEET 1 OF 2


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


D


(0.50m)


LEGEND - EXISTING

LEGEND - PROPOSED

38




S SGRAVITY SEWER

LOT NUMBER

S S

Ø110mm EXISTING

PROPERTY CONNECTION

EX HC

SEWER RETICULATIONS


#° HB

TTELSTRA OVERHEAD

ELECTRICITY

TS

TRUNK SEWER GRAVITY MAIN (GB1 - GB2)

ALIGNMENT

RM


MAIN (FROM GB2).


RPEQ 7295


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



DATE

SCALE 1:500 (A1)

200 10 30m

REFER DRAWING C611 FOR CONTINUATION

N

6

.5

0 NOTE:



B

MIRVAC

MIR001-01

C612 B

18/01/18

21/12/17

B

A


ORIGINAL ISSUE

KH

KH

EL

MM

JS

18/01/18

18/01/18



TRUNK GB2 SEWER RISING MAIN LAYOUT - SHEET 2 OF 2


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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



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



ORIGINAL ISSUE

KH

KH

KH

EL

MM

JS

26/04/18

26/04/18



TRUNK GB2 SEWER RISING MAIN LONG SECTION

C

C

C


STORMWATER DRAINAGE


D

TS

TRUNK SEWER GRAVITY MAIN

(GB1 - GB2) ALIGNMENT


(0.50m)

LEGEND - PROPOSED

38


LOT NUMBER

SEWER RETICULATIONS


#° HB

RM


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


LEGEND - EXISTING



S SGRAVITY SEWER

S S

Ø110mm EXISTING

PROPERTY CONNECTION

EX HC

TTELSTRA OVERHEAD

ELECTRICITY

RPEQ 7295


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



DATE

40

SCALE 1:1000 (A1)

0 20 60m

N

JOINS BELOW RIGHT

JOINS ABOVE LEFT

NOTE:



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



TRUNK TEVIOT ROAD SEWER RISING MAIN LAYOUT


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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



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



TRUNK TEVIOT ROAD SEWER RISING MAIN LONG SECTION


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


REVISIONS

SCALE

PROJECT DIRECTOR

PROJECT MANAGER

CHECKED

DESIGNED

REVSHEET NUMBER

JOB CODE

SHEET TITLE

LOCATION

PROJECT

DATERPEQ

CLIENT


PH: (07) 3253 2222

BRISBANE OFFICE

PO BOX 361



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



SEWER RISING MAIN TYPICAL DETAILS


Date post:	22-Apr-2020
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