THE LOCATIONS OF UNDERGROUND SERVICES ARE … · S E E 204 205 205 205 206 207 207 208 208 208 208...

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CH28.90

CH44.90

CH64.90

CH84.90

CH103.40

CH28.90

CH46.90

CH64.90

CH83.40

CH101.40

CH119.46

CH35.26

CH50.67

CH68.67

CH86.67

CH262.50

CH286.70

CH384.67

CH457.57

CH28.90

CH46.90

CH64.90

CH83.40

CH101.40

CH119.46

CH46.90

CH64.90

CH82.90

CH100.90

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FS

206.81

NS208.87

FS210.81

FS210.91

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210.11

NS209.68

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210.24

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209.97

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209.66

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FS208.71

FS208.79

FS208.61

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FS208.93

FS208.86

FS207.33

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FS

206.83

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FS207.45

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FS206.88

FS206.98

FS207.89

FS207.43

FS208.44

FS208.20

FS208.88

FS208.72

FS209.22

FS208.72

FS208.72

NS207.47

NS207.88

NS208.09

NS208.00

FS207.43

FS208.18

FS

206.73

FS

207.21

NS209.52

NS209.20

FS209.99

NS

205.80

NS210.41

NS210.54

NS210.51

NS

210.13

NS

210.25

NS

209.82

NS209.40

NS

210.31

NS

209.58

NS208.50

NS208.61

NS208.80

NS208.87

NS208.33

NS208.34NS208.89

NS208.80

NS208.38

NS209.75

NS209.73

NS209.21

NS206.90

NS207.22

NS208.39NS207.89

NS208.47NS208.53

NS208.62NS209.05

NS208.69

NS209.22NS208.90

NS208.96

NS208.41

NS207.55

NS206.85

NS206.43

NS205.73

NS206.67

NS206.91

NS207.30

NS208.07

NS208.66

NS

206.14

NS

206.84

FS

206.64

NS

206.64

FS

207.43

NS

207.32

D

S

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GW

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GW

GW

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GWTP

25.80

TP11.01

TP43.03

TP11.65

TP11.65

LTP929.68

RTP443.52

RTP419.62

RTP410.62RTP

405.89

RTP362.44RTP

357.72

RTP348.72

RTP324.82

RTP315.82RTP

311.09

TP303.42

RTP265.23

RTP270.19

RTP239.28

RTP217.45

LTP229.91

LTP257.10

CH211.78

CH228.42

CH942.16CH0.00

CH243.42

TP260.62

CH336.77

CH0.00 CH431.57

CH0.00 RTP452.52

RTP457.24

TP916.17

CH910.00

CH20.00

CH40.00

CH60.00

CH80.00

CH100.00

CH20.00

CH40.00

CH60.00

CH80.00

CH100.00

CH380.00

CH400.00CH

280.00

CH300.00

CH20.00

CH40.00

CH60.00

CH80.00

300Ø300Ø

300Ø

300Ø

300Ø 450Ø

375Ø

450Ø

300Ø

300Ø

450Ø

300Ø

300Ø

300Ø

300Ø 375Ø450Ø300Ø300Ø

150Ø150Ø

225Ø

225Ø225Ø

225Ø225Ø

300Ø375Ø

375Ø

450Ø

300Ø150Ø

150Ø

300Ø150Ø

150Ø

300Ø300Ø

300Ø

300Ø

300Ø

R8 R8R8 R8 R3 R3 R3R3

R3R3

R3 R3 R3 R3R100

R100

R200

R8 R8R8

R8

R105

DUKESLANE

SWANSON

BOULEVARD

RS04

RS05

DUKESLANE

SWANSON

BOULEVARD

SM2-M

SM2-M

SM2-M

SM2-M

SM2-M

SM2-M

SD1SD1

SD1

SD1

SD1

SD1

2.5m SHARED PATH

DUKESLANE

2.5m SHARED PATHEx SM2-M

Ex 300Ø

Ex19A17

1A

1B

1D

1E1F1G

3A

1H1I

1J1K

1L

6A

1M

1N

7D

7C

7B

5B

5A

4A

4B

4C

4E

4D

2A

2B

3B

7A

1C

8D

8C8B

9A

9C 9B

9D

8A

10A

EX11A20

9E

9F

11A

TEMPORARY 100mm COMPACTEDTHICKNESS CRUSHED ROCKTURNING CIRCLE.

TEMPORARY 100mm COMPACTEDTHICKNESS CRUSHED ROCKTURNING CIRCLE.

TEMPORARY 100mm COMPACTEDTHICKNESS CRUSHED ROCKTURNING CIRCLE.

TIE IN TO EXISITING DUKES LANEPAVEMENT WITH 100mmCOMPACTED THICKNESSCRUSHED ROCK. CONTRACTORTO ENSURE THAT THERE IS NOPOOLING.

TIE IN TO EXISITING DUKES LANEPAVEMENT WITH 100mm COMPACTED

THICKNESS CRUSHED ROCK.CONTRACTOR TO ENSURE THAT THERE

IS NO POOLING, AND NOT BATTERINGENTERED CROWN LAND RESERVE.

DUKES LANE RESERVE TO BESHAPED TO ENSURE THAT ALL

ROAD FLOWS ARE REDIRECTEDBACK TO EXISTING PIT 19A17.

ENSURE NO FLOWS AREDIRECTED TOWARDS

FITZGERALDS PROPERTY.

INDICATIVE SHARED PATHALIGNMENT ONLY. CONTRACTOR

TO ENSURE THAT NOSIGNIFICANT VEGETATION IS

REMOVED, AND THAT SURFACEFLOWS ARE NOT IMPEDED.

CATCH DRAIN TO RUN ALONGEXISTING FENCE LINE AND

ROADSIDE OF SHARED PATH.

PIT 10A TO BE 450x450 GJP WITH6m LENGTH 150Ø PVC @ 1 IN 150.OUTFALL STRUCTURE TO BECAST INSITU WINGWALL, WITHOUTFALL GRADED @ 1 IN 200 TONATURAL SURFACE

PROVIDE SHALLOW DRAIN ALONGEASEMENT IN LOT 205 TOWARDS

TERRAPEE ST. ENSURE SURFACEFLOWS ARE NOT RESTRICTED BY

FENCE

FUTURE LOT DK23 TO BE FILLEDIN STAGE 13 WORKS TO PREVENTSURFACE WATE POOLING ON LOT285 BOUNDARY

KERB TRANSITION THROUGHLAYBACK

FUTURE SHAREDPATH CROSSING

PIT 9E & 9F ARE TO HAVELETTERBOX SIDE ENTRY TO

COLLECT OPEN DRAIN FLOWSFROM DUKES LANE TO THE SOUTH.

FUTURE RURAL PROFILE ROAD

R5.5

R12

INSTALL 6M LENGTH OF PIPEWITH CAST IN-SITU WINGWALLOUTFALL, AND GRADE AT 1 IN

200 TO NATURAL SURFACE

GENERAL DESIGN DETAIL PLAN NOTES

APPLIES IN ALL CASES UNLESS STATED OTHERWISE· ALL KERB IS TO BE MODIFIED SM2 (IDM SD 100 - SM2-M)· ALL KERB RETURNS ARE 8.0m RADIUS TO BoK· ALL COURT BOWLS ARE 10.3m RADIUS TO BoK WITH 14.0m

RADIUS TRANSITIONS· FOOTPATH WIDTH AS DETAILED AND MATERIAL AS SHADED

@ 0.05m O/S BL· ALL EASEMENT DRAINAGE PIPES & PITS ARE 1.0m O/S REAR

& SIDE BOUNDARIES· LEVEL 1 SUPERVISION REQUIRED FOR LOT EARTHWORKS

UNLESS SPECIFIED OTHERWISE - REFER GENERAL NOTES· ALL LOTS TO HAVE CATCH DRAINS ALONG SIDE & REAR

BOUNDARIES· CONTOUR INTERVAL 0.2m

WARNING

BEWARE OF UNDERGROUND SERVICES

THE LOCATIONS OF UNDERGROUND

SERVICES ARE APPROXIMATE ONLY AND

THEIR EXACT POSITION SHOULD BE PROVEN

ON SITE. NO GUARANTEE IS GIVEN THAT

ALL EXISTING SERVICES ARE SHOWN.

REVISIONREV

A FOR COMMENT

NOTE

: THI

S IS

AN

UNCO

NTRO

LLED

DOC

UMEN

T AN

D W

ILL N

OT B

E UP

DATE

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IS T

HE R

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NSIB

ILITY

OF

THE

USER

TO

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IRM

THAT

THI

S IS

A C

URRE

NT C

OPY

AND

SUIT

ABLE

FOR

THE

PRO

POSE

D US

E - T

HIS

SHEE

T MU

ST B

E RE

AD IN

CON

JUNC

TION

WIT

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ETS

OF T

HIS

SET

AND

ANY

ACCO

MPAN

YING

DOC

UMEN

TSPL

OT D

ATE:

03/05

/2019

FILE

: C:\T

EMP\

1065

313 R

&D R

EVA

(CIV

IL3D)

.DW

G

CHKDWGDES

CL CL NjB

DATE

3/05/19

1065313R03

PROJECT & DWG No: REV:DWG STATUS:

A/ 25PRELIMINARY

© COPYRIGHTTHE INFORMATION CONTAINED ON

THIS DRAWING IS THE INTELLECTUALPROPERTY OF TOMKINSON GROUP.

COPYING OR USING THIS DRAWING INWHOLE OR IN PART WITHOUT THE

EXPRESS WRITTEN PERMISSION OFTOMKINSON GROUP INFRINGES

COPYRIGHT

IMAGINE ESTATE STAGE 13

DUKES LANE - STRATHFIELDSAYE

CITY OF GREATER BENDIGOSTRATHFIELDSAYE HOLDINGS PTY LTD

HEAD OFFICE: 57 MYERS STREET BENDIGO 3550 PH 03 5445 8700

ABN 11 103 336 358 WWW.TOMKINSON.COM

ROADS & DRAINAGE PLANS

LAYOUT PLAN

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LENGTHS ARE IN METRES - PAPER SIZE A3

SCALE 1:1,00010 10 20 30 40 500