L.O.W. KEY PLAN...RL 6.015 RL 6.015 RL 5.690 2 m SPECIALTY S.01 178 5.350 5.60 RL 5.350 BINS BINS BINS BINS SUBSTATION 5.5 x 2.75 BINS GREASE ARRESTOR DP LINE OF AWNING ABOVE LINE

6.0

7.0

5.5

6.5

RAMP 1:20RAMP 1:20

RAMP 1:20

CP. EXHAUST

CP. EXHAUST

RL 6.015

FUTURE DEVELOPMENT SITE

RL 5.970

RL 5.965

RL 5.690

RL 6.015RL 6.015

2

m

178

S.01

SP

EC

IA

LT

Y

5.350

RL 5.

350

5.60

BINSBINS BINS BINS

SU

BS

TA

TIO

N

5.5 x 2.75

BINS

GR

EA

SE

AR

RE

ST

OR

DP

LINE OF AWNING ABOVE

LINE OF ROOF ABOVE

LINE OF ROOF ABOVE

H

H

H

SV

SV

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP

FP FP

FP

MC02

D A01/08

D A01/09

D A01/10

D A01/12

D A08/01

D A01/11

D A04/04

D A16/01D A15/01

D A19/01

D A04/09

D A04/08

D A04/07D A18/01

D A17/01

D A14/02

D A14/01

D A07/01

D A04/05D A15/02

D A04/06

D A21/01

D A20/01

ø450

ø375 ø375

ø375

ø375

ø375

ø375ø375

ø375

ø375

ø375

ø375

ø375

ø375

ø375

ø375 ø450

ø375 ø450

ø525

ø600

ø375

CIVIC AVENUE (MC01)

COVE BOULEVARD (MC02)

CH 105.000

CH 120.000

CH 135.000

CH 150.000

CH 165.000

CH 180.000

SAG 103.899

CREST 111.693

SAG 112.143SAG 112.143

CREST 116.293

SAG 120.443SAG 120.443

CREST 120.893

CREST 120.893

CH 0.000

TP 83.504

R-7.500

TP 95.284

CH 15.000

CH 30.000

CH 45.000

CH 60.000

CH 75.000

CH 90.000

CH 105.000

CH 120.000

CH 135.000

CH 150.000

CH 165.000

SAG 63.438SAG 63.438

CREST 79.388CREST 79.388

MC02

CH 96.922

CH 104.395

PROVIDE STUB AND CAPFOR FUTURE DEVELOPMENT

PROVIDE STUB AND CAPFOR FUTURE DEVELOPMENT

PROVIDE STUB AND CAPFOR FUTURE DEVELOPMENT

PROVIDE STUB AND CAPFOR FUTURE DEVELOPMENT

REFER TO DRAWING C-D-512FOR STRATA VAULT TREEPIT DETAILS

PROVIDE STUB AND CAPFOR FUTURE DEVELOPMENT

WATERFRONT PROMENADE (MC02)

PROPOSED DRIVEWAYLOCATION

PROPOSED DRIVEWAYLOCATION

PROPOSED DRIVEWAYLOCATION

PROPOSED DRIVEWAYLOCATION

PROPOSED DRIVEWAYLOCATION

SV

H

D A19/01

Date Plotted: 11 Sep 2018 - 11:55AM File Name: \\HC-AUS-NS-FS-01\jobs\AA006310\E-CAD\C-Civil\D-Final\H-Precinct D CC\c-d-302-10006310-nsd-CivilWorksAndStormwaterDrainagePlansSheet2.dwgC-d-302-10006310-nsd-CivilWorksAndStormwaterDrainagePlansSheet2.dwg C-D-302 09

CIVIL WORKS ANDSTORMWATER DRAINAGE PLANS

SHEET 2

FOR CONSTRUCTION

D.BLANCHE

R.PHILLIPS

S.HOSSAIN

J.HEYDON

1 : 200

AHD

MGA01 ISSUED FOR CLIENT REVIEW 23/02/2018

02 ISSUED FOR TENDER 07/03/2018

03 ISSUED FOR TENDER 16/03/2018

04 ISSUED FOR TENDER 19/03/2018

05 TENDER ADDENDUM 29/03/2018

06 ADDRESSING COUNCIL COMMENTS 11/04/2018

07 ISSUE FOR CONSTRUCTION 19/06/2018

08 DESIGN RLS ON FOOTPATH/PLAZA UPDATED. STORMWATER & DRIVEWAYS UPDATED. 14/08/2018

09 PLAZA RLS ADJUSTED. PRAM RAMPS MOVED. 10/09/2018

Issue

Description

Date

100mm on Original

Project

Title

Client

Project No. IssueDrawing No.

Filename:

Status

Grid

Original

Size

Scales

Checked

Designed

Drawn

Height

Current Issue Signatures

A1

Datum

Approved

10006310

SHELL COVE PRECINCT D Arcadis Australia Pacific Pty Limited

Level 16, 580 George Street

SYDNEY NSW 2000

ABN 76 104 485 289

Tel No: +61 2 8907 9000

Fax No: +61 2 8907 9001

arcadis.com

151050

1 : 200

20m

REFER DRAWING C-D-301 FOR CONTINUATIONREFER DRAWING C-D-301 FOR CONTINUATION

L.O.W.

L.O.W.

L.O.W.

L.O.W.

ROAD C

ROAD C0102

HARBOUR BOULEVARDE

COVE BOULEVARDE KEY PLAN

03

1.5m 1.8m 2.1m 3.5m 1.8m 1.5m0.55m0.55m

3.5m 2.1m

1.11m

1.69m

2.5m

3.5m

1.3m

3.5m

2.5m

1.69m

1.11m

3.5m3.5m6.0m 5.9m

6.1m 3.35m3.35m 5.4m

DDK&

G

KOKO

DD

DDDD

DD

DD DD

KO

KO

KO

KO

KO

KOKO

KOKO

DDDD

DDDD

KOKO

KOKO

DDDD

DDDD

KOKO

KOKO

K&G

K&G

K&G

DD

DDDD KO

KO

K&G

K&G

DD DD KOKO

K&G

K&G

DD KO

MAKE SMOOTH CONNECTIONTO EXISTING MEDIAN KERB

REFER TO LANDSCAPEARCHITECT FOR BOLLARD TYPE

FUTURERESIDENTUAL

STAGE

FUTURERETAIL

STAGE 3

PROPOSEDSTAGE 1 RETAIL

FUTURERESIDENTUAL

STAGE

MC01

MAKE SMOOTH CONNECTION TOSTAGE 1 RETAIL KERB DESIGN

MAKE SMOOTH CONNECTION TOSTAGE 1 RETAIL KERB DESIGN

BREAK OUT EXISTING KERB TOCONSTRUCT TREE PIT. RECONSTRUCTKERB & TIE INTO EXISTING KERB & DESIGN

FK

3.2m

2.1m

3.5m

1.3m

3.5m

2.1m

3.2m

3.5m

REFER TO DRAWING C-D-406 FORPLAZA ACO DRAINAGE DETAIL

REFER TO LANDSCAPEARCHITECT FOR BOLLARD TYPE

-

LIMIT OF WORKS BOUNDARY

LEGEND

DD

PR

KO

PROPOSED KERB AND GUTTER

PROPOSED DISH DRAIN

PROPOSED KERB ONLY

PROPOSED PEDESTRIAN RAMP

PROPOSED FOOTPATH

PROPOSED STORMWATER PIT NAME

PROPOSED KERB INLET PIT

PROPOSED SURFACE INLET PIT

PROPOSED JUNCTION PIT

NOTES

K&G

DESIGN CONTOURS (0.25m INTERVAL)2.0

PROPOSED STORMWATERPIPE / CULVERT

EXISTING CONTOURS (0.5m INTERVAL)6.5

PROPOSED ROAD PAVEMENT

PROPOSED STORMWATER ACO DRAIN

FUTURE GROSS POLLUTANT TRAP

FUTURE JELLYFISH UNIT

A06/01

FP

SUBSOIL DRAINAGE

SUBSOIL DRAINAGE FLUSH OUT POINT

- FUTURE STORMWATER PIT NAME

FUTURE KERB INLET PIT

FUTURE SURFACE INLET PIT

FUTURE JUNCTION PIT

FUTURE STORMWATERPIPE / CULVERT

A06/01

1. REFER TO DRAWING C-D-002 FOR GENERAL NOTES.2. REFER TO DRAWING C-D-006 FOR TYPICAL ROAD CROSSSECTIONS.

6. DRIVEWAY CROSSING LOCATIONS TO BE DETERMINED ANDCONSTRUCTED IN THE FUTURE.

11. SUBSOIL DRAINAGE PIPES SHALL BE PROVIDEDBEHIND THE HIGH SIDE KERB ON ALL ROADS.

13. REFER TO ARCHITECURAL DESIGN DRAWINGS FOR LOCATIONAND RL OF BUILDING DOORWAY THRESHOLDS.

16. REFER TO CARDNO CONSULTANTS FOR HARBOURBOULEVARD ROAD AND STORMWATER DESIGN DRAWINGS.

PROPOSED STREET LIGHT

20. REFER TO LANDSCAPE ARCHITECT AND IRRIGATIONCONSULTANT FOR TREE PIT IRRIGATION DESIGNS.21. CONTRACTOR IS TO INSTALL TACTILE INDICATORSAT ALL PRAM RAMPS IN TOWN CENTRE.

19. CONTRACTOR TO CONSULT WITH LANDSCAPE ARCHITECTREGARDING PIT LIDS REGARDING PAVER INFILLS.

18. ALL PITS LIDS IN TRAFFICABLE AREAS TO BE CLASS D.

17. REFER TO LANDSCAPE ARCHITECT AND HYDRAULICCONSULTANT FOR WATER FEATURE DESIGNS.

15. REFER TO H&H CONSULTING FOR ROAD DESIGN OFPRIVATE ROAD LOCATED IN STAGE 1.

14. REFER TO POMELO CONSULTING FOR STREET LIGHTLOCATIONS AND DESIGN.

12. REFER TO GSA GROUP DESIGN DRAWINGS FOR LANDSCAPEDESIGN.

10. SUBSOIL DRAINAGE PIPES SHALL BE PROVIDED ADJACENTTO EVERY INLET STORMWATER PIT FOR A DISTANCE OF 3mUPSTREAM OF EACH PIT.

9. SUBSOIL DRAINAGE PIPES TO BE IN ACCORDANCE WITHSHELLHARBOUR CITY COUNCIL AND RMS SPECIFICATIONS.

8. CONTRACTOR TO ALLOW FOR CONSTRUCTION OF SIGNFOOTINGS.

7. DRIVEWAYS TO BE CONSTRUCTED IN ACCORDANCE WITHSHELLHARBOUR CITY COUNCIL STANDARD DETAIL DRAWINGREF. 7B21.

5. SUBSOIL DRAINAGE PIPES TO BE IN ACCORDANCE WITHSHELLHARBOUR CITY COUNCIL AND RMS SPECIFICATION.

4. REFER TO DRAWINGS C-D-405 AND C-D-406 FORSTORMWATER DETAILS.

3. REFER TO DRAWING C-D-007 FOR CIVIL WORKS DETAILS.

THRESHOLD

STRATA CELL TREE PIT

WHEELSTOP

REFE

R DR

AWIN

G TO

INSE

T FO

R CO

NTIN

UATI

ON

INSET

09

FK

FK

FK

FK

FK

FK

09