6.0 7.0 5.5 6.5 RAMP 1:20 RAMP 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 6.015 RL 6.015 2 m 178 S.01 SPECIALTY 5.350 RL 5.350 5.60 BINS BINS BINS BINS SUBSTATION 5.5 x 2.75 BINS GREASE ARRESTOR DP LINE OF AWNING ABOVE LINE OF ROOF ABOVE LINE OF ROOF ABOVE 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 A16/01 D A15/01 A19/01 D A04/09 D A04/08 D A04/07 D A18/01 D A17/01 D A14/02 D A14/01 D A07/01 D A04/05 D A15/02 D A04/06 D A21/01 D A20/01 ø450 ø375 ø375 ø375 ø375 ø375 ø375 ø375 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 112.143 SAG 112.143 CREST 116.293 SAG 120.443 SAG 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 SAG 63.438 SAG 63.438 CREST 79.388 CREST 79.388 MC02 CH 96.922 CH 104.395 PROVIDE STUB AND CAP FOR FUTURE DEVELOPMENT PROVIDE STUB AND CAP FOR FUTURE DEVELOPMENT PROVIDE STUB AND CAP FOR FUTURE DEVELOPMENT PROVIDE STUB AND CAP FOR FUTURE DEVELOPMENT REFER TO DRAWING C-D-512 FOR STRATA VAULT TREE PIT DETAILS PROVIDE STUB AND CAP FOR FUTURE DEVELOPMENT WATERFRONT PROMENADE (MC02) PROPOSED DRIVEWAY LOCATION PROPOSED DRIVEWAY LOCATION PROPOSED DRIVEWAY LOCATION PROPOSED DRIVEWAY LOCATION PROPOSED DRIVEWAY LOCATION SV 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.dwg C-d-302-10006310-nsd-CivilWorksAndStormwaterDrainagePlansSheet2.dwg C-D-302 09 CIVIL WORKS AND STORMWATER DRAINAGE PLANS SHEET 2 FOR CONSTRUCTION D.BLANCHE R.PHILLIPS S.HOSSAIN J.HEYDON 1 : 200 AHD MGA 01 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. Issue Drawing 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 15 10 5 0 1 : 200 20m REFER DRAWING C-D-301 FOR CONTINUATION REFER DRAWING C-D-301 FOR CONTINUATION ROAD C 01 02 HARBOUR BOULEVARDE COVE BOULEVARDE KEY PLAN 03 1.5m 1.8m 2.1m 3.5m 1.8m 1.5m 0.55m 0.55m 3.5m 2.1m 1.11m 1.69m 2.5m 3.5m 1.3m 3.5m 2.5m 1.69m 1.11m 3.5m 3.5m 6.0m 5.9m 6.1m 3.35m 3.35m 5.4m DD K&G KO KO DD DD DD DD DD DD KO KO KO KO KO KO KO KO KO DD DD DD DD KO KO KO KO DD DD DD DD KO KO KO KO K&G K&G K&G DD DD DD KO KO K&G K&G DD DD KO KO K&G K&G DD KO MAKE SMOOTH CONNECTION TO EXISTING MEDIAN KERB REFER TO LANDSCAPE ARCHITECT FOR BOLLARD TYPE FUTURE RESIDENTUAL STAGE FUTURE RETAIL STAGE 3 PROPOSED STAGE 1 RETAIL FUTURE RESIDENTUAL STAGE MC01 MAKE SMOOTH CONNECTION TO STAGE 1 RETAIL KERB DESIGN MAKE SMOOTH CONNECTION TO STAGE 1 RETAIL KERB DESIGN BREAK OUT EXISTING KERB TO CONSTRUCT TREE PIT. RECONSTRUCT KERB & 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 FOR PLAZA ACO DRAINAGE DETAIL REFER TO LANDSCAPE ARCHITECT 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 STORMWATER PIPE / 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 STORMWATER PIPE / CULVERT A06/01 1. REFER TO DRAWING C-D-002 FOR GENERAL NOTES. 2. REFER TO DRAWING C-D-006 FOR TYPICAL ROAD CROSS SECTIONS. 6. DRIVEWAY CROSSING LOCATIONS TO BE DETERMINED AND CONSTRUCTED IN THE FUTURE. 11. SUBSOIL DRAINAGE PIPES SHALL BE PROVIDED BEHIND THE HIGH SIDE KERB ON ALL ROADS. 13. REFER TO ARCHITECURAL DESIGN DRAWINGS FOR LOCATION AND RL OF BUILDING DOORWAY THRESHOLDS. 16. REFER TO CARDNO CONSULTANTS FOR HARBOUR BOULEVARD ROAD AND STORMWATER DESIGN DRAWINGS. PROPOSED STREET LIGHT 20. REFER TO LANDSCAPE ARCHITECT AND IRRIGATION CONSULTANT FOR TREE PIT IRRIGATION DESIGNS. 21. CONTRACTOR IS TO INSTALL TACTILE INDICATORS AT ALL PRAM RAMPS IN TOWN CENTRE. 19. CONTRACTOR TO CONSULT WITH LANDSCAPE ARCHITECT REGARDING PIT LIDS REGARDING PAVER INFILLS. 18. ALL PITS LIDS IN TRAFFICABLE AREAS TO BE CLASS D. 17. REFER TO LANDSCAPE ARCHITECT AND HYDRAULIC CONSULTANT FOR WATER FEATURE DESIGNS. 15. REFER TO H&H CONSULTING FOR ROAD DESIGN OF PRIVATE ROAD LOCATED IN STAGE 1. 14. REFER TO POMELO CONSULTING FOR STREET LIGHT LOCATIONS AND DESIGN. 12. REFER TO GSA GROUP DESIGN DRAWINGS FOR LANDSCAPE DESIGN. 10. SUBSOIL DRAINAGE PIPES SHALL BE PROVIDED ADJACENT TO EVERY INLET STORMWATER PIT FOR A DISTANCE OF 3m UPSTREAM OF EACH PIT. 9. SUBSOIL DRAINAGE PIPES TO BE IN ACCORDANCE WITH SHELLHARBOUR CITY COUNCIL AND RMS SPECIFICATIONS. 8. CONTRACTOR TO ALLOW FOR CONSTRUCTION OF SIGN FOOTINGS. 7. DRIVEWAYS TO BE CONSTRUCTED IN ACCORDANCE WITH SHELLHARBOUR CITY COUNCIL STANDARD DETAIL DRAWING REF. 7B21. 5. SUBSOIL DRAINAGE PIPES TO BE IN ACCORDANCE WITH SHELLHARBOUR CITY COUNCIL AND RMS SPECIFICATION. 4. REFER TO DRAWINGS C-D-405 AND C-D-406 FOR STORMWATER DETAILS. 3. REFER TO DRAWING C-D-007 FOR CIVIL WORKS DETAILS. THRESHOLD STRATA CELL TREE PIT WHEELSTOP REFER DRAWING TO INSET FOR CONTINUATION INSET 09 FK FK FK FK FK FK 09