north road no.1 proposed road no.1 northfull size a1

Post on 19-Feb-2022

4 Views

Category:

Documents

0 Downloads

Preview:

Click to see full reader

TRANSCRIPT

CS 724.202

ST 773.601

700

720

740

760

780

800

0.0000.000

27.500 20 MC70

20

21

19

30

18 17

29

26

16

27

28

15

9

10

14

12

13

11

8

72524

22

23

ROAD

No.1

PROP

OSED

ROA

D No

.1

PROP

OSED

GLEDSWOOD

EMERALD HILLSBOULEVARD

PROPERTYL1501DP 862820

L3901

WATER SUPPLY CANAL

LAKESIDE GOLFCLUB CAMDEN

MACARTHUR GRANGECOUNTRY CLUB

WATER SUPPLY CANAL

SYDNEY ASSEMBLYHALL OF JEHOVAH'S

WITNESSES

EXISTING SIGNALS

PROPOSED RABY ROAD ANDGLEDSWOOD HILL DRIVESIGNALISED INTERSECTION.GEOMETRY TO BECONFIRMED

EASTERN GAS PIPELINE15000 kPa (DBYD)

APA GAS MAIN PIPELINE7000 kPa (DBYD)

CAMDEN/CAMPBELLTOWNLGA BOUNDARY

EASTERN GAS PIPELINE15000 kPa (DBYD)

APA GAS MAIN PIPELINE7000 kPa (DBYD)

CAMDEN/CAMPBELLTOWN LGA BOUNDARY

L1501TOTAL LAND

ACQUISITION:13079sqm

PROPOSED LEFT-IN/LEFT-OUT ACCESS TOPROPERTIES L1501, L5 AND SP 37300

PROPERTY SP37300

IMPACTS TO THE PROPOSEDDOG OFF-LEASH ANDKICKABOUT/PICNIC AREA TOBE REVISITED AT 80%CONCEPT DESIGN STAGE.

PROPOSEDLEFT-IN/LEFT-OUT ACCESSTO L3901. THE PROPOSEDACCESS LOCATION MAYCHANGE SUBJECT TO THECONFIRMATION OF THEGLEDSWOOD HILL DR/RABYROAD INTERSECTIONGEOMETRY.

PROPOSEDNORTHBOUND

JUG-HANDLEU-TURN FACILITY

RETAIN LEFT-IN/LEFT-OUTACCESS TO JEHOVAH'S

WITNESSES OFFICE /RESIDENTIAL BUILDING

MACARTHUR GRANGECOUNTRY CLUBINTERSECTION.BAN RIGHT TURN OUT

RABY ROAD SOUTHBOUND

RABY ROAD NORTHBOUND

RABY ROAD SOUTHBOUND

RABY ROAD NORTHBOUND

PROPOSED ROUNDABOUTON GLEDSWOOD HILL DRIVE

THUNDERBOLT DRIVE

L4225DP 1243920

3778sqm

L3DP 201351

215sqm

L1501DP 8628201495sqm

L1501DP 86282011584sqm

L102DP 1193881

5076sqm

PROPOSED RABY ROADAND THUNDERBOLTDRIVE SIGNALISEDINTERSECTION.GEOMETRY TO BECONFIRMED.

PROPOSED GLEDSWOODHILL DRIVE REALIGNMENT

ACCESS ROAD - FUTURE SUBDIVISION

RABY ROAD SOUTHBOUND

RABY ROAD NORTHBOUND

ACCESS TOJEHOVAH'S

WITNESSESCARPARK

L1DP 13235110543sqm

SP 373003434sqmL2

DP 10866241212sqmL1063

DP 1198247563sqm

A DEDICATED LEFT TURNBAY TO 121 RABY ROAD

TO BE IMPLEMENTED AT80% CONCEPT DESIGN

STAGE

DEDICATED 140M RIGHTTURN BAY TO 121 RABYROAD. LENGTH OF THEBAY TO BE CONFIRMED

OPPORTUNITY FORFUTURE LANDSCAPING

AND TREE PLANTING

0.000

TC 43.078

R=-1200

CT 96.913

TC 202.019

R=1200

CT 217.963

TS 413.847

SC 463.847

R=370

CS 731.061

ST 781.061

TS 838.846

SC 888.846

R=-361

CS 1385.958

ST 1435.958

TS 1670.342

SC 1720.342

R=650

CS 2077.426

ST 2127.426

2677.589

20 40 60 80

100

120

140

160

180

200

220

240

260

280

300

320

340

360

380

400

420

440

460 480 500 520 540

560

580

600

620

640

660

680

700

720

740

760

780

800

820

840

860

880

900

920

940

960

980

1000

1020 1040 1060 1080 1100 1120

1140

1160

1180

1200

1220

1240

1260

1280

1300

1320

1340

1360

1380

1400

1420

1440

1460

1480

1500

1520

1540

1560

1580

1600

1620

1640

1660

1680

1700

1720

1740

1760

1780

1800

1820

1840

1860

1880

1900

1920

1940

1960

1980

2000

2020

2040

2060

2080

2100

2120

2140

2160

2180

2200

2220

2240

2260

2280

2300

2320

2340

2360

2380

2400

2420

2440

2460

2480

2500

2520

2540

2560

2580

2600

2620

2640

2660

MCS0

0.000

TC 22.000

R=-1200

CT 28.838

TC 150.950

R=-1200

CT 182.003

TS 414.019

SC 463.417

R=361

CS 724.202

ST 773.601

TS 831.385

SC 882.002

R=-370

CS 1391.370

ST 1441.986

TS 1676.370

SC 1726.027

R=641

CS 2078.222

ST 2127.880

TC 2226.774

R=-1200

CT 2272.697

TC 2320.863

R=1200

CT 2366.786

2678.101

20 40 60 80 100

120

140

160

180

200

220

240

260

280

300

320

340

360

380

400

420

440

460 480 500 520 540 560

580

600

620

640

660

680

700

720

740

760

780

800

820

840

860

880

900

920

940

960

980

1000

1020

1040 1060 1080 1100 1120

1140

1160

1180

1200

1220

1240

1260

1280

1300

1320

1340

1360

1380

1400

1420

1440

1460

1480

1500

1520

1540

1560

1580

1600

1620

1640

1660

1680

1700

1720

1740

1760

1780

1800

1820

1840

1860

1880

1900

1920

1940

1960

1980

2000

2020

2040

2060

2080

2100

2120

2140

2160

2180

2200

2220

2240

2260

2280

2300

2320

2340

2360

2380

2400

2420

2440

2460

2480

2500

2520

2540

2560

2580

2600

2620

2640

2660

MCN0

0.000

TC 128.337

R=15

0

CT 146.874

TC 153.810

R=-2

00

CT 178.375

TC 205.633

R=15

2

CTC 248.082

R=22

5

CT 315.853

358.233

20

40

60

80

100

120

140

160

180

200

220

240

260

280

300

320

340

MC10

0.000TC 6.337

R=-1

75CT 18.385

TC 54.301

R=17

5CT 66.350

TC 128.441

R=15

0

CT 143.552

TC 163.471

R=-1

50

CT 178.468

TC 205.729

R=15

5

CT 295.788

359.914

20

40

60

80

100

120

140

160

180

200

220

240

260

280

300

320

340

MC20

0.000

TC 36.295

R=-220

CT 235.653

275.517

20

40

60

80

100

120

140

160

180

200

220

240

260

MC30

0.000

TC 4.889

R=10

CT 20.733

TC 75.526

R=-200

CT 102.440

TC 218.471 R=120

CT 298.193

TC 321.469

R=-40

CT 402.079

420.688

20

40

60

80

100

120

140

160

180

200

220

240

260

280

300

320

340

360 380

400

420

MC31

0.000

TC 20.928

R=-30

CT 45.034

54.592

20

40

MC400.000

TC 25.079

R=-4

0 CT 32.541

45.432

20

40

MC50

0.000

30.50020MC60

0.000

27.500 20 MC70

0.000

TC 28

.891

R=20

CT 33

.662

47.70

0

20

40

MC33

70°

MC20

MC20

MCN0

MCS0

MCN0

MCS0

MCS0

MCN0

MCS0

MCN0

CS 731.061

ST 781.061

680

700

720

740

760

780CS 724.202

700

720

740

760

0.000

30.50020MC60

0.000

27.500 20 MC70

R=-220

80

100

120

140

160

180

200

TC 218.471 R=120

CT 298.193

TC 321.469

R=-40

CT 402.079

420.688

180

200

220

240

260

280

300

320

340

360 380

400

420

0.000

TC 28

.891

CT 33

.662

47.70

0

20

40

R=-220

40

60

80

100

120

140

160

180

200

R=-40 420.688

340

420

0.000

TC 28

.891

R=20

CT 33

.662

47.70

0

20

40

MC33

1500

1520

1540

1560

1580

1600

1620

1640

70°

MCS0

MCN0

RABY ROADSOUTHBOUND

RABY ROADNORTHBOUND

CAMDEN COUNCIL / CAMPBELLTOWN CITY COUNCILRABY ROAD STRATEGIC CONCEPT DESIGNVALUE ENGINEERING CHANGE - LAND ACQUISITIONRABY ROAD AND GLEDSWOOD HILL INTERSECTION

LONG PLOT PLAN SHEET 1 OF 1

DatumAHD 1:2000

80019093-SKT-LP-0020 D

H.FAKIH 12.08.20

H.MISBAH 12.08.20

G.TASDEMIR 12.08.20

D.ATKINSON 12.08.20

D.ATKINSON 12.08.20

© Cardno Limited All Rights Reserved.This document is produced by Cardno Limited solely for the

benefit of and use by the client in accordance with theterms of the retainer. Cardno Limited does not and shall notassume any responsibility or liability whatsoever to any thirdparty arising out of any use or reliance by third party on the

content of this document.

Cardno (NSW/ACT) Pty Ltd | ABN 95 001 145 035Level 9, The Forum, 203 Pacific Highway

St. Leonards, NSW 2065Tel: 02 9496 7700 Fax: 02 9439 5170

Web: www.cardno.com.au

NOT TO BE USED FOR CONSTRUCTION PURPOSESFOR INFORMATION ONLY

A 11.06.2020 ROUNDABOUT AND PROPERTY ACCESS ON GLEDSWOOD HILL DRIVE - DRAFT GT DA DAB 19.06.2020 ROUNDABOUT AND PROPERTY ACCESS ON GLEDSWOOD HILL DRIVE GT DA DAC 08.07.2020 ROUNDABOUT AND PROPERTY ACCESS ON GLEDSWOOD HILL DRIVE GT DA DAD 12.08.2020 JUG HANDLE GT DA DA

DateRev. Verif. Appd.

Scale

Status

Client

XREF

's: B

U-XR

F-AC

AD-L

P-TT

BL_1

500;

8001

9093

-xrf-s

u-ae

rrial_

plan;

8001

9093

-XRF

-RD-

DEVE

LOPM

ENT

AREA

; 800

1909

3-xrf

-su-a

erria

l_anim

al fac

ility_

plan;

8001

9093

-xref-

ut-ex

st-ga

s-line

; 800

1909

3-xrf

-su-lg

a-bd

ry; 80

0190

93-X

RF-R

D-DE

SN-P

LAN-

v2; 8

0019

093-

XRF-

RD-C

TRL-

v2; 5

0%CD

Var

iation

_jug h

andle

Drawing Number Revision

DATE

PLO

TTED

: 13 A

ugus

t 202

0 8:18

AM

BY : J

IREH

GUE

VARR

A

Des.

Size

Project

Title

Drawn Date

Checked

Date

Date

DateVerified

Approved

Description

594x1500mm

CAD

File:

\\car

dno.c

orp\g

lobal\

AU\N

SW\D

irecto

ryStru

cture

\Pro

jects\

800\F

Y19\0

93_U

PGRA

DE O

F RA

BY R

OAD\

Draw

ings\B

uild\0

3_Sk

t\800

1909

3-SK

T-LP

-002

0.dwg

Designed

NORTH

LEGENDCONTROL NAME

ROAD DESIGN

CADASTRAL BOUNDARY

PROPOSED LANDACQUISITION EXCLUDINGBATTERS

LGA BOUNDARY

GAS PIPELINE

MC10

NORTH

NORTHNORTH

NORTHNORTH

PROPERY ACCESSESSCALE 1:500SCALE 1:1000

1309 PROPERTY ACCESSSCALE 1:1000

JUG-HANDLESCALE 1:500

7.3m

TURNING PATH DESIGN VEHICLETRAVEL SPEED 5-15 km.h

6.6m

3.5m

TRANSMISSIONDRIVEWAY

109m

40m

NORTH

AutoCAD SHX Text
®
AutoCAD SHX Text
80m
AutoCAD SHX Text
60
AutoCAD SHX Text
40
AutoCAD SHX Text
20
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
FULL SIZE A1
AutoCAD SHX Text
1 : 2000
AutoCAD SHX Text
10
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
20
AutoCAD SHX Text
30
AutoCAD SHX Text
40m
AutoCAD SHX Text
FULL SIZE A1
AutoCAD SHX Text
1 : 1000
AutoCAD SHX Text
5
AutoCAD SHX Text
0
AutoCAD SHX Text
10
AutoCAD SHX Text
15m
AutoCAD SHX Text
5
AutoCAD SHX Text
1 : 500
AutoCAD SHX Text
FULL SIZE A1

top related