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...
Transcript of 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...
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