section b-b...exs exs exs exs exe exe exe ext ext ext > > > > > > > > >...

1
/ / / ExS ExS ExS ExS ExE ExE ExE ExT ExT ExT > > > > > > > > > > > > 2m S E / / / ExW ExW ExW ExG ExG ExG ExS ExS ExS ExS ExS ExS ExS ExS ES151.90 ES151.66 ES152.49 ES150.30 BW146.37 BW147.61 ES150.60 ES149.27 BW144.95 ES149.80 BW145.56 ES150.50 BW146.93 ES152.00 ES152.45 ES151.86 ES152.06 ES151.80 ES151.55 ES151.72 ES151.33 ES151.27 ES149.41 BW144.92 FS151.30 FS151.23 FS151.38 FS151.06 FS151.15 FS151.29 FS151.22 FS151.16 FS151.10 FS151.03 FS150.98 FS151.25 FS151.54 FS151.30 FS150.98 TW148.61 TW147.93 TW147.37 TW146.56 TW145.95 TW145.92 TW145.71 FS151.47 FS151.41 FS151.35 FS151.28 BW144.71 FR148.69 FR148.01 FR147.45 FR147.64 FR146.03 FR146.00 FR145.79 ES147.61 ES146.93 ES146.37 ES145.56 ES144.95 ES144.92 ES144.71 ES144.57 ExE ExE ExE ExO ExO ExO ExG ExG ExG ExW ExW ExW ES146.94 ES146.15 ES146.38 ES148.87 ES148.41 ES147.80 FS147.12 FS147.81 FS148.13 FS147.91 ExS ExS ExS / ExS ExS ExS ExS ExS ExRM ExRM ExRM ExRM 300Ø 300Ø RRJ 375Ø 300Ø EXISTING STAGE 6 STAGE 2 WETLAND (SEE SHEETS USD100-USD700) ELECTRICAL TRANSMISSION EASEMENT EXISTING RESIDENTIAL ELECTRICAL TRANSMISSION EASEMENT FUTURE STAGE 2A FUTURE STAGE 2A EXISTING STAGE 3 EXISTING STAGE 3 EXISTING STAGE 5 BARWON WATER RESERVE 17.92 40.05 32 32 17.92 11.55 13.73 14 13.73 14 32 32 32 16 13 29 4.21 44 44 44 44 20 20 20 20 20 20 41.50 16 16 38.52 53.19 67.86 36 36 36 35.83 18 18 18 13.86 18 18 18 21.75 57.24 21.66 22.39 4.2 33.23 18 18 18 18.52 18.42 16 58.01 55.04 52.08 49.11 50.50 53.31 20.27 12.53 27.38 36 4.63 32.93 46 18.24 18.24 18.26 18.24 18.24 18.30 48.56 18 18 18 18.30 18.30 45.28 42.00 38.71 GW > > > > > > > > > > G G G G G O O O O O E E E E E S S G G G G G G G E E O O G G BROWNHILL RIDGE E E E E E E E O O O O O O O H H H GW GW GW 3m D & S E 3m D & S E 2.5m S E 2.5m S E 2.5m S E 3m D & S E S GW GW ES151.76 ES151.40 ES151.99 ES151.69 ES152.07 ES151.85 ES151.62 ES151.05 ES150.26 ES150.89 ES151.66 ES151.19 ES151.68 ES150.55 ES150.53 ES149.38 ES149.96 ES147.02 FS150.49 FS150.29 FS149.77 FS151.42 FS149.98 FS150.88 FS150.83 FS151.43 FS150.91 FS151.59 FS150.62 FS150.77 FS148.49 FS148.85 FS149.90 ES136.94 ES145.74 ES150.55 ES145.60 ES150.36 ES145.41 ES149.86 ES142.43 ES142.55 ES143.62 ES150.70 ES150.39 ES150.92 ES150.36 ES142.50 ES146.67 ES139.99 ES145.20 ES141.46 ES151.91 ES147.94 ES145.90 ES143.56 ES148.79 ES147.03 FS149.90 FS147.11 FS144.29 FS148.31 FS144.77 FS150.27 FS144.88 FS150.07 FS144.93 FS149.87 FS144.39 FS144.55 FS145.15 FS149.21 FS150.00 FS144.49 FS147.58 FS146.17 FS144.62 FR151.29 FR151.09 FR150.55 FR149.77 S S S 137 134 105 138 136 135 133 106 167A 168 170 171 172 173 177 176 175 174 178 179A 179 GW GW GW GW GW GW GW GW GW GW GW ES151.03 ES149.64 FS150.42 2m S E E 2m D E 3m D & S E FR136.854 S S S S S S S S S ES135.73 ES135.37 ES135.61 ES135.01 ES136.49 2m D E 2m D E FR136.793 FR136.732 FR136.672 FR136.610 E E O O 180 181 182 G G GW GW 2m D E ES146.42 ES146.66 ES148.17 FS147.33 ES144.58 SAMSAR PLACE 3m S E H H H H H H ES147.12 FS147.30 FR150.59 FR149.75 FS150.47 FS150.54 FS149.50 W W W W W H H H H S S GW GW GW GW GW CH515.001 (LOW) 519.651 540.489 CH602.498 CH602.499 CH620.498 CH620.499 CH638.498 CH638.499 CH655.979 CH657.236 CH671.903 CH687.007 694.139 CH702.882 CH712.882 718.841 CH480.039 CH304.173 (LOW) CH317.901 CH322.091 CH331.902 TPCH 364.558 CH392.147 CH403.132 CH412.149 CH424.838 CH432.151 CH446.543 CH452.153 TPCH TPCH TPCH 343.490 467.507 TPCH TPCH CHLOW > > > > > > > > G G G G G R9.0 R9.0 R9.0 R9.0 R9.0 R9.0 R44.65 R51.35 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B2 B3 B2 B3 B2 B3 B2 B3 525 525 525 450 375 375 300 300 450 450 450 450 450 300 300 300 300 225 300 300 600 600 600 600 600 600 450 375 375 300 300 300 MONCRIEFF CRESCENT W W W W W W W GW GW GW GW GW GW GW GW GW GW GW 6.5m D & S & W & G E 2m D E ES145.50 ES145.44 ES144.51 ES144.63 H H FS145.61 W W W W W W W W W W W W W W FS145.31 FS145.31 BW141.50 TW141.50 BW140.80 TW141.80 BW141.39 TW142.30 5m 5m TW140.30 BW140.30 CONNECT TO EXISTING DRAIN. TEMPORARY 300Ø DRAIN TO BE REMOVED. REMOVE ROAD AND DRAINAGE AND DISPOSE OFF SITE. BACKFILL TO LEVEL 1 SUPERVISION. REMOVE TEMPORARY TURN AROUND AREA, EDGE STRIP, FENCE AND "NO ROAD" SIGN AND MATCH NEATLY INTO EXISTING CONSTRUCTION. GRASS CUT OFF DRAIN. FOR DETAIL REFER TO IDM SD 500. FILL EXISTING SWALE TO LEVEL 1 SUPERVISION FOLLOWING THE COMPLETION OF THE CONSTRUCTED CATCH DRAINS AT THE REAR OF LOTS 167A - 168 & 171 -173. EXISTING FENCE TO BE REMOVED AND DISPOSE OFF SITE. REMOVE WATER TANKS AND DISPOSE OFF SITE. EXISTING FENCE TO BE REMOVED AND DISPOSE OFF SITE. REMOVE EXISTING WATER MAIN AND BACKFILL TO LEVEL 1 SUPERVISION AND THE RELEVANT AUTHORITY REQUIREMENTS AND DISPOSE OFF SITE UPON COMMISSIONING OF BYPASS TRUNK MAIN. TEMPORARY 300Ø DRAIN TO BE REMOVED AND NEW 300Ø PIPE TO BE LAID AS DETAILED ON SHEET R601. EXISTING OPTIC FIBRE MAIN TO BE ABANDONED/REMOVED AS NECESSARY FOLLOWING THE COMMISSIONING OF THE BY PASS MAIN TO THE NORTH PROPOSED 375Ø TRUNK MAIN TO BARWON WATER RESERVE. ADJACENT SERVICES AND CONDUIT CROSSINGS TO BE CONSTRUCTED AS APART OF STAGE 2B WORKS ALSO PROVIDE 4NO. BIN COLLECTION PADS (1m x 1m) SERVICING LOTS 180 & 181 4.09m 1m 1m 2m 8.6m 12.05m 6.8m 9.46m 1m 1m 1m 1m 1m 2m 2m TBM E N RL 18 STAR PICKET 263161.52 5771338.27 143.80 INSTALL PSM INSTALL PSM TRANSITION FROM TWO WAY PAVEMENT CROSS FALL TO ONE WAY CROSS FALL FROM CH540.489 - CH570.00. 6 8 9 PROPOSED TELECOMS AND POWER TO BE LAID BELOW DRAINAGE PIPE 197 198 199 200 201 202 203 204 207 208 209 210 Ex.127 219 220 221 222 223 224 225 226 227 228 229 230 231 232 250 252 Ex.151A 254 Ex.112 1m 1m EXISTING ELECTRICITY TOWER EXISTING ELECTRICITY POLE EXISTING ELECTRICITY POLE TRANSITION FROM B2 K&C TO B3 K&C ACROSS DRAINAGE PIT 224. EXISTING ELECTRICITY POLE VEHICLE EXCLUSION FENCE - REFER LANDSCAPE PLANS FOR DETAIL 1m 5m 1m TBM E N RL 24 STAR PICKET 263251.50 5771190.46 150.85 TBM E N RL 22 STAR PICKET 263351.93 5771215.31 144.66 TRANSITION FROM B2 K&C TO B3 K&C ACROSS PEDESTRIAN CROSSING LAYBACK TRANSITION FROM B2 K&C TO B3 K&C ACROSS DRAINAGE PIT 200. VEHICLE EXCLUSION FENCING - REFER LANDSCAPE PLANS FOR DETAIL Ex.152 Ex.151A LOT 136 DRIVEWAY CROSSOVER TO BE PROVIDED 3.3m FROM THE WEST BOUNDARY 232A FUTURE RESERVE CONTRACTOR TO SAWCUT EXISTING KERB & CHANNEL AND PROVIDE LAYBACK AND MAINTENANCE VEHICLE ACCESS. CONTRACTOR TO MATCH IN NEATLY TO EXISTING KERB AND CHANNEL. 64m REMOVE TEMPORARY TURN AROUND AREA, EDGE STRIP, FENCE AND "NO ROAD" SIGN AND MATCH NEATLY INTO EXISTING CONSTRUCTION. PROPOSED CONCRETE SLEEPER RETAINING WALL - REFER SHEET R700 1m N A1 A3 0 10 10 20 1:500 1:1000 5 Level 7, 176 Wellington Parade East Melbourne, VIC, Australia 3002 DRAWING No. REVISION PROJECT No. SCALE AT A1 PROJECT ENGINEER DRAWN PROJECT MANAGER DESIGNED DATE FIRST ISSUE REVISION DATE ISSUE DESCRIPTION APPROVED CLIENT DRAWN PROJECT STATUS DRAWING TITLE CHECKED 180363.2B 4A R200 1:500 @ A1 C.ROHDE C.ROHDE A.WALE T.PALIOS 16/08/19 WANDANA ESTATE - STAGE 2B LAYOUT PLAN A 16/08/19 ISSUED FOR APPROVAL C.ROHDE A.WALE T.PALIOS B 03/10/19 TENDER ISSUE C.ROHDE A.WALE T.PALIOS C 19/12/19 AMENDED AS PER COUNCIL COMMENTS (17/12/19) C.ROHDE A.WALE T.PALIOS 0 18/02/20 CONSTRUCTION ISSUE C.ROHDE M.TROUNCE T.PALIOS 1 04/03/20 ALTERED LOT 136 DRIVEWAY OFFSET C.ROHDE M.TROUNCE T.PALIOS 2 17/04/20 LANEWAY NAME CHANGE AND GAS OFFSET CHANGE C.ROHDE M.TROUNCE T.PALIOS 3 08/05/20 DRAINAGE ALIGNMENT 232 - 233 AMENDED K.MCKELVIE M.TROUNCE T.PALIOS 4 23/07/20 GENERAL AMENDMENTS C.ROHDE M.TROUNCE T.PALIOS 4A 13/08/20 COUNCIL COMMENTS M.TROUNCE M.TROUNCE T.PALIOS WARNING BEWARE OF UNDERGROUND & OVERHEAD SERVICES Thelocationsofunderground&overheadservicesare approximateonly&theirexactpositionshouldbeprovenonsite. Noguaranteeisgiventhatalexistingservicesareshown.Locate alundergroundservicesbeforecommencementofworks DIAL 1100 BEFORE YOU DIG www.1100.com.au NOTE VEHICLE EXCLUSION MEASURES SHOWN ON THIS DRAWING ARE INDICATIVE ONLY. ALL VEHICLE EXCLUSION MEASURES ARE ALL TO FORM PART OF THE LANDSCAPE WORKS. ISSUED FOR CONSTRUCTION FR157.40 TW159.30 BW159.30 ES141.34 FS140.35 GW Ex G H Ex T Ex W Ex S Ex E O/H E LEGEND - LAYOUT PLAN STORMWATER DRAIN, PIT & PROPERTY INLET SWALE DRAIN SEWER & MAINTENANCE STRUCTURES HOUSE DRAIN SERVICE CONDUITS TACTILE PAVERS EXISTING ELECTRICITY (UNDERGROUND) EXISTING ELECTRICITY (OVERHEAD) EXISTING GAS EXISTING OPTIC FIBRE EXISTING TELSTRA EXISTING WATER EXISTING RECYCLED WATER EXISTING STORMWATER DRAIN EXISTING SEWER EXISTING HOUSE DRAIN EXISTING SWALE DRAIN EXISTING SURFACE LEVEL FINISHED BUILDING LINE LEVEL FINISHED RIDGE LINE LEVEL TOP OF RETAINING WALL BOTTOM OF RETAINING WALL RETAINING WALL BUILDING ENVELOPE PAVEMENT TREATMENT STRUCTURAL FILL > 200mm DEEP EX. STRUCTURAL FILL > 200mm DEEP DIRECTION OF FALL OVERLAND FLOW ALLOTMENT TO BE GRADED EVENLY IN DIRECTION OF FALL TO LEVELS INDICATED CONCRETE EDGE STRIP WITH SUBSOIL DRAIN, "NO ROAD" SIGN & BARRIER LIMIT OF WORKS EXISTING TREE TO BE REMOVED PERMANENT SURVEY MARK TEMPORARY BENCH MARK PROPOSED DRIVEWAY H S Ex RW Ex O SERVICES OFFSET SCHEDULE ROAD NAME GAS TRUNK WATER WATER OPTIC FIBRE ELECTRICITY PUBLIC LIGHTING SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) BROWNHILL RIDGE NORTH/WEST 1.70 - - NORTH/WEST 2.10 SOUTH/EAST 1.80 SOUTH/EAST 2.40 SOUTH/EAST 1.10* MONCRIEFF CRESCENT WEST 1.70 WEST 5.65 WEST 2.10 EAST 1.80 EAST 2.40 EAST 1.10* SAMSAR PLACE SOUTH 1.00 - - SOUTH 1.60 SOUTH 2.70 SOUTH 3.60 SOUTH 1.10* 1. * DENOTES OFFSET FROM BACK OF KERB NOTE REFER ENERGY SAFE VICTORIA FOR 'NO GO ZONES' AND SPECIFIC GUIDELINES FOR WORKING UNDER AND WITHIN CLOSE PROXIMITY TO OVERHEAD POWERLINES NOTE: DRAINAGE CONNECTION POINTS TO LOT 167A, 168-173 TO CATER FOR FULL Q100 FLOWS. 4 EXISTING NEIGHBOURING PROPERTIES 1 in 50 EXISTING SURFACE FINISHED SURFACE VARIES TYPICAL BATTER DETAIL FOR LOTS ABUTTING EXISTING NEIGHBOUR PROPERTIES N.T.S. MONCRIEFF CRESCENT 5m VARIES (MAX 1:3) SECTION B-B 2.5m S E 2m D E 4 4

Upload: others

Post on 21-Jan-2021

5 views

Category:

Documents


0 download

TRANSCRIPT

Page 1: SECTION B-B...ExS ExS ExS ExS ExE ExE ExE ExT ExT ExT > > > > > > > > > > > > 2m S E / / / ExW ExW ExW ExG ExG ExG ExS ExS ExS ExS ExS ExS ExS ExS ES151.90 …

//

/

ExS

ExS

ExS

ExS

ExE

ExE

ExE

ExT

ExT

ExT

>>

>>

> >> > > > > >

2m S

E

/

//

ExW

ExW

ExW ExG

ExG

ExG

ExS

ExS

ExS

ExS

ExS

ExS

ExS

ExS

ES15

1.90

ES15

1.66

ES15

2.49

ES15

0.30

BW14

6.37

BW14

7.61

ES15

0.60

ES14

9.27

BW14

4.95

ES14

9.80

BW14

5.56

ES15

0.50

BW14

6.93

ES15

2.00

ES15

2.45

ES15

1.86

ES15

2.06

ES15

1.80

ES15

1.55

ES15

1.72

ES15

1.33

ES15

1.27

ES14

9.41

BW14

4.92

FS15

1.30

FS15

1.23

FS15

1.38

FS15

1.06

FS15

1.15

FS15

1.29

FS15

1.22

FS15

1.16

FS15

1.10

FS15

1.03

FS15

0.98

FS15

1.25

FS15

1.54

FS15

1.30

FS15

0.98

TW14

8.61

TW14

7.93

TW14

7.37

TW14

6.56

TW14

5.95

TW14

5.92

TW14

5.71

FS15

1.47

FS15

1.41

FS15

1.35

FS15

1.28

BW14

4.71

FR14

8.69

FR14

8.01

FR14

7.45

FR14

7.64

FR14

6.03

FR14

6.00

FR14

5.79

ES14

7.61

ES14

6.93

ES14

6.37

ES14

5.56

ES14

4.95

ES14

4.92

ES14

4.71

ES144.57

ExE

ExE

ExE

ExO

ExO

ExO

ExG

ExG

ExG

ExW

ExW

ExW

ES146.94

ES146.15

ES146.38

ES148.87

ES148.41

ES147.80

FS147

.12

FS147

.81

FS148

.13

FS147

.91

ExS

ExS

ExS

/

ExS

ExS

ExS

ExS

ExS

ExRM

ExRM

ExRM

ExRM

300Ø

300Ø

RRJ

375Ø

300Ø

EXISTING STAGE 6

STAGE 2 WETLAND(SEE SHEETS

USD100-USD700)

ELECTRICALTRANSMISSION

EASEMENT

EXISTING RESIDENTIAL

ELECTRICALTRANSMISSION

EASEMENT

FUTURE STAGE 2A

FUTURE STAGE 2A

EXISTING STAGE 3

EXISTING STAGE 3

EXISTING STAGE 5

BARWON WATERRESERVE

17.9240.05

32

32

17.9211.55

13.7314

13.73

14

32

32

32

16

13

29

4.21

44

44

44

44

2020

20

20

2020

41.50

16

16

38.52

53.1967.86

36

36

36

35.83

18

18

18

13.86

18

18

18

21.75

57.24

21.66

22.39

4.233.23

18

18

18

18.52

18.42

16

58.01

55.04

52.08

49.11

50.50

53.31

20.27

12.53

27.38

36

4.63

32.93

46.23

18.24

18.24

18.26

18.24

18.24

18.30

48.56

18

18

18

18.30

18.30

45.28

42.00

38.71

GW

>>

>>

>>

>>

>>

GG

GG

GO

O

O

O

O

EE

EE

E

S

S

G

G

G

G

G

G

G

E

E

O

O

G

G

BR

O

W

N

H

ILL R

ID

G

E

E

E

E

E

E

E

E

O

O

O

O

O

O

O

H

H

H

GW

GW

GW

3m D & S E

3m D & S E

2.5m S E

2.5m S E

2.5m S E

3m D & S E

S

GW

GW

ES151.76

ES151.40

ES151.99

ES151.69

ES152.07

ES151.85

ES151.62

ES151.05

ES15

0.26

ES15

0.89

ES15

1.66

ES15

1.19

ES15

1.68

ES15

0.55

ES15

0.53

ES14

9.38

ES14

9.96

ES147.02

FS150.49

FS150.29

FS149.77

FS151.42

FS149.98

FS15

0.88

FS15

0.83

FS15

1.43

FS15

0.91

FS15

1.59

FS15

0.62

FS15

0.77

FS14

8.49

FS14

8.85

FS149.90

ES136.94

ES145.74

ES150.55

ES145.60

ES150.36

ES145.41

ES149.86ES142.43

ES142.55

ES143.62

ES150.70

ES150.39

ES150.92

ES150.36

ES142.50

ES14

6.67

ES139.99

ES14

5.20

ES14

1.46

ES15

1.91

ES147.94

ES145.90

ES143.56

ES14

8.79

ES14

7.03

FS14

9.90

FS147.11

FS144.29

FS14

8.31

FS144.77

FS150.27

FS144.88

FS150.07

FS144.93

FS149.87FS144.39

FS144.55

FS145.15

FS149.21

FS150.00

FS144.49

FS14

7.58

FS14

6.17

FS144.62

FR151.29

FR151.09

FR150.55

FR149.77

S

S

S

137

134

105

138

136

135133

106

167A

168

170

171

172

173177

176

175

174178

179A

179

GW

GW

GW

GW

GW

GW

GW

GW

GW

GW

GW

ES151.03

ES149.64

FS150.42

2m S

E

2.5m S E

2m D E 3m D & S EFR136.854

S

S

S

S

S

S

S

S

S

ES135.73

ES135.37

ES135.61

ES135.01

ES136.49

2m D E

2m D E

FR136.793

FR136.732

FR136.672

FR136.610

E

E

O

O

180

181

182

G

GGW

GW

2m D E

ES146.42

ES146.66

ES148.17FS147.33

ES144.58

S

A

M

S

A

R

P

L

A

C

E

3m S E

H

H

H

H

H

H

ES147.12FS147.30

FR150.59FR149.75

FS150.47

FS150.54

FS149.50

W

W

W

W

W

H

H

H

H

S

S

GW

GW

GW

GW

GW

CH515.001 (LOW)

519.651

540.48

9

CH602.498

CH602.499

CH620.498

CH620.499

CH638.498

CH638.499

CH655.979

CH657.236

CH671.903CH687.007

694.1

39

CH70

2.882

CH71

2.882

718.8

41

CH480.039

CH30

4.173

(LOW

)

CH31

7.901

CH32

2.091

CH33

1.902

TPCH

364.558

CH392.147

CH403.132

CH412.149

CH424.838

CH432.151

CH446.543

CH452.153

TPCH

TPCH

TPCH

343.4

90

467.507

TPCH

TPCH

CHLO

W

> > >

>

>

>

>

>

G

GG

G

G

R9.0

R9.0

R9.0

R9.0

R9.0

R9.0 R44.65

R51.35

B2 B2

B2

B2 B2

B2

B2 B2

B2

B2

B2

B3

B2

B3

B2

B3

B2

B3

525525

525

450

375

375

300

300

450450

450

450

450

300

300

300

300

225

300

300

600

600

600

600

600

600450

375

375

300

300

300

M

O

N

C

R

I

E

F

F

C

R

E

S

C

E

N

T

W

W

WW

WW

W

GW

GW

GW

GW

GW

GW

GW

GW

GW

GW

GW

6.5m D & S & W & G E

2m D

E

ES145.50ES145.44

ES144.51

ES144.63

H

H

FS145.61

W

W

W

W

W

W

W

W

W

W

W

W

W

W

FS145.31

FS145.31

BW141.50TW141.50

BW140.80TW141.80

BW14

1.39

TW14

2.30

5m

5m

TW140.30

BW140.30

CONNECT TOEXISTING DRAIN.

TEMPORARY300Ø DRAIN TOBE REMOVED.

REMOVE ROAD ANDDRAINAGE AND DISPOSEOFF SITE. BACKFILL TOLEVEL 1 SUPERVISION.

REMOVE TEMPORARY TURN AROUNDAREA, EDGE STRIP, FENCE AND "NOROAD" SIGN AND MATCH NEATLYINTO EXISTING CONSTRUCTION.

GRASS CUT OFFDRAIN. FOR DETAILREFER TO IDM SD 500.

FILL EXISTING SWALE TO LEVEL 1SUPERVISION FOLLOWING THE COMPLETIONOF THE CONSTRUCTED CATCH DRAINS AT THEREAR OF LOTS 167A - 168 & 171 -173.

EXISTING FENCE TOBE REMOVED ANDDISPOSE OFF SITE.

REMOVE WATERTANKS AND

DISPOSE OFF SITE.

EXISTING FENCE TOBE REMOVED ANDDISPOSE OFF SITE.

REMOVE EXISTING WATER MAIN AND BACKFILL TOLEVEL 1 SUPERVISION AND THE RELEVANT

AUTHORITY REQUIREMENTS AND DISPOSE OFF SITEUPON COMMISSIONING OF BYPASS TRUNK MAIN.

TEMPORARY 300Ø DRAINTO BE REMOVED AND NEW300Ø PIPE TO BE LAID ASDETAILED ON SHEET R601.

EXISTING OPTIC FIBRE MAIN TO BEABANDONED/REMOVED AS NECESSARYFOLLOWING THE COMMISSIONING OF THEBY PASS MAIN TO THE NORTH

PROPOSED 375Ø TRUNK MAIN TO BARWONWATER RESERVE. ADJACENT SERVICESAND CONDUIT CROSSINGS TO BECONSTRUCTED AS APART OF STAGE 2BWORKS ALSO

PROVIDE 4NO. BIN COLLECTION PADS(1m x 1m) SERVICING LOTS 180 & 181

4.09m

1m

1m

2m

8.6m

12.05m

6.8m

9.46m

1m

1m

1m

1m

1m

2m

2m

TBM

ENRL

18STAR PICKET

263161.525771338.27

143.80

INSTALL PSM

INSTALL PSM

TRANSITION FROM TWO WAY PAVEMENT CROSS FALLTO ONE WAY CROSS FALL FROM CH540.489 - CH570.00.

6

8

9

PROPOSED TELECOMS ANDPOWER TO BE LAID BELOWDRAINAGE PIPE

197

198

199

200

201

202

203

204

207

208

209

210

Ex.127

219

220

221

222223

224

225

226

227

228

229

230

231

232

250

252

Ex.151A

254

Ex.112

1m

1m

EXISTINGELECTRICITY TOWER

EXISTINGELECTRICITY POLE

EXISTINGELECTRICITY POLE

TRANSITION FROM B2 K&CTO B3 K&C ACROSSDRAINAGE PIT 224.

EXISTINGELECTRICITY POLE

VEHICLE EXCLUSION FENCE -REFER LANDSCAPE PLANSFOR DETAIL

1m

5m

1m

TBM

ENRL

24STAR PICKET

263251.505771190.46

150.85

TBM

ENRL

22STAR PICKET

263351.935771215.31

144.66

TRANSITION FROM B2 K&CTO B3 K&C ACROSSPEDESTRIAN CROSSINGLAYBACK TRANSITION FROM

B2 K&C TO B3 K&CACROSS DRAINAGEPIT 200.

VEHICLE EXCLUSION FENCING- REFER LANDSCAPE PLANSFOR DETAIL

Ex.152

Ex.151A

LOT 136 DRIVEWAY CROSSOVERTO BE PROVIDED 3.3m FROM THEWEST BOUNDARY

232A

FUTU

RE R

ESER

VE

CONTRACTOR TO SAWCUT EXISTINGKERB & CHANNEL AND PROVIDELAYBACK AND MAINTENANCE VEHICLEACCESS. CONTRACTOR TO MATCH INNEATLY TO EXISTING KERB ANDCHANNEL.

64m

REMOVE TEMPORARY TURN AROUNDAREA, EDGE STRIP, FENCE AND "NOROAD" SIGN AND MATCH NEATLYINTO EXISTING CONSTRUCTION.

PROPOSED CONCRETE SLEEPERRETAINING WALL - REFER SHEET R700

1mN

A1A3

010 10 201:5001:1000

5

Level 7, 176 Wellington ParadeEast Melbourne, VIC, Australia 3002

DRAWING No. REVISIONPROJECT No.

SCALE AT A1

PROJECT ENGINEER

DRAWN

PROJECT MANAGER

DESIGNED

DATE FIRST ISSUE

REVISION DATE ISSUE DESCRIPTION APPROVEDCLIENT

DRAWNPROJECT STATUSDRAWING TITLE

CHECKED

180363.2B 4AR200

1:500 @ A1 C.ROHDE C.ROHDE

A.WALE T.PALIOS 16/08/19

WANDANA ESTATE - STAGE 2B

LAYOUT PLAN

A 16/08/19 ISSUED FOR APPROVAL C.ROHDE A.WALE T.PALIOSB 03/10/19 TENDER ISSUE C.ROHDE A.WALE T.PALIOSC 19/12/19 AMENDED AS PER COUNCIL COMMENTS (17/12/19) C.ROHDE A.WALE T.PALIOS0 18/02/20 CONSTRUCTION ISSUE C.ROHDE M.TROUNCE T.PALIOS1 04/03/20 ALTERED LOT 136 DRIVEWAY OFFSET C.ROHDE M.TROUNCE T.PALIOS2 17/04/20 LANEWAY NAME CHANGE AND GAS OFFSET CHANGE C.ROHDE M.TROUNCE T.PALIOS3 08/05/20 DRAINAGE ALIGNMENT 232 - 233 AMENDED K.MCKELVIE M.TROUNCE T.PALIOS4 23/07/20 GENERAL AMENDMENTS C.ROHDE M.TROUNCE T.PALIOS

4A 13/08/20 COUNCIL COMMENTS M.TROUNCE M.TROUNCE T.PALIOS

WARNING

BEWARE OF UNDERGROUND & OVERHEAD SERVICES

The locations of underground & overhead services are

approximate only & their exact position should be proven on site.

No guarantee is given that all existing services are shown. Locate

all underground services before commencement of works

DIAL 1100 BEFORE YOU DIG

www.1100.com.au

NOTEVEHICLE EXCLUSION MEASURES SHOWN ONTHIS DRAWING ARE INDICATIVE ONLY. ALL

VEHICLE EXCLUSION MEASURES ARE ALL TOFORM PART OF THE LANDSCAPE WORKS.

ISSUED FOR

CONSTRUCTION

FR157.40

TW159.30

BW159.30

ES141.34

FS140.35

GW

Ex G

H

Ex T

Ex W

Ex S

Ex E

O/H E

LEGEND - LAYOUT PLANSTORMWATER DRAIN, PIT & PROPERTY INLETSWALE DRAINSEWER & MAINTENANCE STRUCTURESHOUSE DRAINSERVICE CONDUITSTACTILE PAVERSEXISTING ELECTRICITY (UNDERGROUND)EXISTING ELECTRICITY (OVERHEAD)EXISTING GASEXISTING OPTIC FIBREEXISTING TELSTRAEXISTING WATEREXISTING RECYCLED WATEREXISTING STORMWATER DRAINEXISTING SEWEREXISTING HOUSE DRAINEXISTING SWALE DRAINEXISTING SURFACE LEVELFINISHED BUILDING LINE LEVELFINISHED RIDGE LINE LEVELTOP OF RETAINING WALLBOTTOM OF RETAINING WALLRETAINING WALLBUILDING ENVELOPEPAVEMENT TREATMENTSTRUCTURAL FILL > 200mm DEEPEX. STRUCTURAL FILL > 200mm DEEPDIRECTION OF FALLOVERLAND FLOWALLOTMENT TO BE GRADED EVENLY INDIRECTION OF FALL TO LEVELS INDICATEDCONCRETE EDGE STRIP WITH SUBSOIL DRAIN,"NO ROAD" SIGN & BARRIERLIMIT OF WORKSEXISTING TREE TO BE REMOVEDPERMANENT SURVEY MARKTEMPORARY BENCH MARKPROPOSED DRIVEWAY

H

S

Ex RW

Ex O

SERVICES OFFSET SCHEDULE

ROAD NAMEGAS TRUNK WATER WATER OPTIC FIBRE ELECTRICITY PUBLIC LIGHTING

SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m) SIDE OFFSET (m)BROWNHILL RIDGE NORTH/WEST 1.70 - - NORTH/WEST 2.10 SOUTH/EAST 1.80 SOUTH/EAST 2.40 SOUTH/EAST 1.10*MONCRIEFF CRESCENT WEST 1.70 WEST 5.65 WEST 2.10 EAST 1.80 EAST 2.40 EAST 1.10*SAMSAR PLACE SOUTH 1.00 - - SOUTH 1.60 SOUTH 2.70 SOUTH 3.60 SOUTH 1.10*1. * DENOTES OFFSET FROM BACK OF KERB

NOTEREFER ENERGY SAFE VICTORIA FOR 'NO GO

ZONES' AND SPECIFIC GUIDELINES FORWORKING UNDER AND WITHIN CLOSE

PROXIMITY TO OVERHEAD POWERLINES

NOTE:DRAINAGE CONNECTION POINTS TO LOT 167A,168-173 TO CATER FOR FULL Q100 FLOWS.

4

EXISTINGNEIGHBOURING

PROPERTIES1 in 50

EXISTING SURFACEFINISHED SURFACE

VARIES

TYPICAL BATTER DETAIL FOR LOTS ABUTTING EXISTING NEIGHBOUR PROPERTIES

N.T.S.

MONCRIEFFCRESCENT

5m

VARIES (MAX 1:3)

SECTION B-B

2.5mS E

2mD E

4

4

AutoCAD SHX Text
S
AutoCAD SHX Text
S
AutoCAD SHX Text
S