84100

24300

15

00

1

5

8

5

0

A

P

P

R

O

X

700029400

+

B

1

+

B

1

+

B

2

+

B

3

+

B

4

+

B

5

+

B

6

E

E

E

E

E

E

E

E

E

t

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

T

E

E

E

t

t

T

T

T

T

EXISTING PRIVATE

WHARF STRUCTURE

EXISTING PRIVATE

WHARF STRUCTURE

1:14

RAMP

EXISTING

LEASE

BOUNDARY

TYP

APPROXIMATE

SWING MOORING

TO BE RELOCATED

AS REQUIRED

TYP

APPROX LINE OF

ROCK OUTCROP

EXISTING BELLS

WHARF STRUCTURE

ALUMINIUM HANDRAIL WITH 600mm

OPENINGS FOR VESSEL ACCESS

(450mm OFFSET FROM PONTOON EDGE)

APPROX EXTENT

OF SEAGRASS

STEEL PONTOON

RESTRAINING PILES WITH

HDPE SLEEVE TYP (12 OFF)

LADDER

(SS)

PROPOSED NEW

LEASE BOUNDARY

TYP

DIVER LOCATED TELSTRA

SUBMARINE CABLE

DIVER LOCATED AUSGRID

SUBMARINE CABLE

APPROXIMATE DIVER

LOCATED TELSTRA

SUBMARINE CABLE

4 NEW MOORING POSTS TO BE

PLACED AWAY FROM SERVICE

LINES (2m MIN)

2m BUFFER ZONE EITHER

SIDE OF SUBMARINE

CABLE FOR PILING

FERRY SHELTER ENCLOSED

ON 4 SIDES (2.5 x 4.5m

STANDING CAPACITY 20)

16m LONG x 1.2m CLEAR

WIDTH GANGWAY ALUMINIUM

(2m HINGED TREADPLATE)

WITH FRP MESH DECKING

LIFE BOUY ATTACHED TO

SIDE OF SHELTER (1 OFF)

'ORCA' SOLAR BOLLARD

LIGHTING OR APPROVED

EQUIVALENT (11 OFF)

FERRY

PONTOON

MOORING

CLEATS

TYP

Ø457 x 12.7 CHS STEEL

FENDER/SPRINGER PILE WITH HDPE

SLEEVE (3 OFF) 7m MIN EMBEDMENT

INTO SOUND MATERIAL HDPE

SLEEVE TO HAVE 1.5m EMBEDMENT

INTO SEABED

124005000

11

00

0 M

IN

10

00

0 M

IN

60

00

14

00

0

26

00

0

60

00

18

00

18

00

24

00

55

00

55

00

30

00

6000

ROUGH WATER MOORINGS

TELSTRA

TELSTRA

TELSTRA

TELSTRA

TELSTRA

TELSTRA

TELSTRA

TELSTRA

TELSTRA

TELSTRA

TELSTRA

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

WATER

FE

RR

Y

12

m L

ON

G

2

2

4

5

0

A

P

P

R

O

X

D & C ITEMSCONSTRUCTION ONLY ITEMS

(REFER DRG PA1979-RHD-00-BELL-SK2

DRAWING No.

DRAWN

COORD. SYSTEM DATUM

DATE

TITLE

REVISIONS

REV DATE DESCRIPTION CHK APP

REVISION

BY

Haskoning Australia Pty Ltd

PROJECT

c

SCOTLAND ISLAND

WHARF FACILITY UPGRADE

CLIENT

DO NOT SCALE

DRAWING No.

REF.SCALE

AT A1

Level 14, 56 Berry Street

North Sydney NSW 2060

Australia

Tel +61 2 88545000

Fax +61 2 99290960

Email: project.admin.australia@rhdhv.com

Website: www.royalhaskoningdhv.com

PA1979-RHD-00-

PA1979-RHD-00-

29.05.2020PA1979-MA-1001

C:\USERS\220029\BOX\PA1979 SCOTLAND ISL\PA1979 SCOTLAND ISL TEAM\PA1979 TECHNICAL DATA\E13 WORKING DOCUMENTS\DRAWINGS\CAD\PA1979-MA-1001

1:200 (A1) 1:400 (A3)

20m16128404

AUSTRALIAN HEIGHT DATUM

DR-MA-1001

DR-MA-1001

BELL WHARF

GENERAL ARRANGEMENT

CONCEPT PLAN

A

AS SHOWN

AHDMGASC

NOTES:

1. ALL DIMENSIONS ARE IN MILLIMETRES

AND ALL LEVELS ARE IN METRES

RELATIVE TO AUSTRALIAN HEIGHT

DATUM (AHD) APPROX 0.925m ABOVE

CHART DATUM (CD).

2. THE LOCATION OF THE SWING

MOORING POINTS HAS BEEN PROVIDED

BY ROADS AND MARITIME SERVICES

FROM A MOORING SURVEY

UNDERTAKEN ON 12TH APRIL 2018.

3. SWING CIRCLE RADIUS SHOWN FOR

EACH MOORING HAS BEEN ESTIMATED

BASED ON THE ADDITION OF A

NOMINAL VESSEL LENGTH OF 20m TO

1.5 TIMES THE WATER DEPTH BELOW

CHART DATUM.

4. BELLS WHARF SURVEY TO AHD

PROVIDED BY NORTHERN BEACHES

COUNCIL DATED 1ST APRIL 2019.

5. BATHYMETRIC SURVEY TO AHD

PROVIDED BY PORT AUTHORITY OF

NSW DATED 28TH MARCH 2019.

6. SERVICES INFORMATION OBTAINED

THROUGH DBYD, ENQUIRY DATED 11TH

APRIL 2019 AND LOCATED ON SITE BY

McLENNANS DIVING SERVICE 20TH

JUNE 2019.

LEGEND:

900 WIDE FINGER PONTOON

400-500mm FREEBOARD

LANDING PONTOON

500mm FREEBOARD

3000 WIDE WALKWAY PONTOON

500mm FREEBOARD

14000 LONG x 5000 WIDE PONTOON

700mm FREEBOARD

APPROX EXTENT OF SEAGRASS

(ZOSTERA CAPRIORNI) AND MARINE

ALGAE (CAULERPA TAXIFOLIA)

EXISTING STRUCTURE TO BE

DEMOLISHED

DESIGN VESSEL:

5m LENGTH VESSEL WITH 2m BEAM

BERTH SCHEDULE

EXISTING 12

PROPOSED:

FIXED MOORINGS 10

FLOATING MOORINGS 16

ROUGH WATER MOORINGS 16

TOTAL: 42

NOT FOR CONSTRUCTION

GENERAL ARRANGEMENT PLAN

1:200 (A1)

DIAL

YOU DIG

BEFORE

www.1100.com.au

A

29.05.2020

ISSUED FOR REVIEW SC SH

PROPOSED NEW LEASE

BOUNDARY COORDINATES

B1 E 341099.575, N 6276316.859

B2 E 341098.756, N 6276318.105

B3 E 341028.458, N 6276271.962

B4 E 341042.711, N 6276250.237

B5 E 341112.999, N 6276296.435

B6 E 341111.369, N 6276298.915

1-B

1-A

2-B

2-A

3-B

3-A

4-B

4-A

5-B

5-A

6-A

6-C

6-B6-BX

6-AA7-AA

7-AX

7-A

7-BB

7-B

7-C

8-C

8-B

8-A

8-AAA7-AAA

• ALL DIMENSIONS HAVE BEEN TAKEN FROM COUNCIL SURVEY AND SITE MEASUREMENTS AND ARE APPROXIMATE ONLY.

• BOLTS SHALL BE REPLACED AS NOMINATED WITH SS M20 316 A4-70.

• CLEAN AND RECOAT ALL GALVANISED BOLTS WITH SURFACE TOLERANT HIGH BUILD EPOXY PAINT. IF WHEN CLEANING THE BOLTS, IT IS DEEMED THAT THE INDIVIDUAL BOLT IS NOT ADEQUATE THEN THE SUPERINTENDENT SHALL BE NOTIFIED AND BOLTS REPLACED WITH SS M20 GRADE 316 A4-70.

• WHERE EXISTING JOISTS DO NOT BEAR ON HEADSTOCKS PACK WITH HDPE SHEETS.

• EXISTING PILES 2-B, 3-B & 5B TO BE REPLACED, INSTALL TEMPORARY PROPS BENEATH WHARF, REMOVE DECK/JOISTS AS REQUIRED, REMOVE EXISTING PILES AND DRIVE NEW PILES. EXISTING PILES 6-AA AND 7C, TO BE RETAINED, LOCALLY REMOVE DECK PLANKS AS REQUIRED, DRIVE NEW PILES NEXT TO EXISTING AND EXTEND STRUCTURAL CONNECTIONS.

• REMOVE EXISTING FAILED & CORRODE MOORING RINGS AND LADDERS.

• ALL CUT TIMBER SHALL BE TREATED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATION.

EXISTING JETTY MEMBERS:

MODIFY/REPLACE EXISTING TIMBER HANDRAIL POST AND RAIL AS REQUIRED TO PROVIDE 600mm OPENINGS AT LADDERS TYP

EXISTING JOIST TYP

EXISTING HEADSTOCK TYP

EXISTING FENDER/SPRINGER PILE

GENERAL COMMENTS

HEADSTOCKS - 180 H x 100 W HARDWOOD1M20 BOLT TO PILE (WHARF HEAD)2M20 BOLTS TO PILE (WALKWAY)

JOISTS - 185 H x 90 W HARDWOOD

STAIR STRINGER - 200 PFC GALVANISED

PILE TIMBER (SIZE VARIES Ø350 APPROX)

TIMBER HANDRAIL - 90 x 90 POST AT 2m CTRS90 x 90 TOP RAIL AND 75 H x 45 W MID RAIL

SUBMARINE CABLE

(TELECOMMUNICATIONS ) SUBMARINE CABLE

(ELECTRICITY AUSGRID)

EXISTINGLIGHT POST

GROUTED ROCK SEAWALL

JOIST SOFT WITH FUNGAL GROWTH EVIDENT -SUPPLEMENT JOIST

APPROX 500 x 500 HOLE IN ROCK SEAWALL REPAIR WITH ROCK AND GROUT FILL

TIMBER WALKWAY AND STAIRS

SPLIT AND DETERIORATED JOIST POSSIBLE TERMITES- SUPPLEMENT/REPLACE JOINT- TERMITE INSPECTION RECOMMENDED

DECK PLANK DETERIORATED- REPLACE 2 DECK PLANKS

EXISTING SHED STRUCTURE ON DECK

EXTRACT TIMBER PILES

DEMOLISH EXISTING STAIRSAND STEEL STRINGERS

LARGE AND SIGNIFICANT SPLIT ENDS OF JOISTS (TYPICAL IN WHARF HEAD) -MONITOR

EXISTING PLATFORM OVERHANGS JETTY HEAD AREA USED FOR STORAGE OF BINS. OVERHANG TO BE STRENGTHENED WITH 2 NEW PILES AND HEADSTOCK AS SHOWN.- FIX PLATFORM JOISTS TO WHARF HEAD WITH SS M20 A4-70 BOLTS- CARE TO BE TAKEN WHILE INSTALLING PILES AS THEY ARE LOCATED WITHIN SERVICES BUFFER ZONE. REFER DRG BELL-SK1 - EXISTING SERVICE TO BE LOCATED AND CLEARLY MARKED PRIOR TO ANY PILING OPERATIONS

REATTACH JOIST TO PILE

NEW TIMBER SCREEN TO HIDE BINS

REPLACE HEADSTOCK TO PILE BOLTS (4 OFF)

INSTALL ADDITIONAL HEADSTOCK TO PILE BOLTS (2 OFF)

NEW STUB JETTY WITH TIMBER PLANKS OVER

LEGEND:

NEW TIMBER HEADSTOCK (4 OFF)- 180 H x 100 W F17 HARDWOOD- 2M20 SS GRADE 316 A4-70 BOLTS TO PILE

NEW TIMBER GANGWAY FIXING BEAM (1 OFF)- 240 H x 100 W F17 HARDWOOD- 2M24 SS GRADE 316 A4-70 BOLTS TO EACH PILE

NEW TIMBER JOIST (3 OFF)- 180 H x 90 W F17 HARDWOOD- 1M20 SS GRADE 316 A4-70 RECESSED BOLT TO HEADSTOCKS AND 2M20 SS GRADE 316 A4-70 TO EXISTING JOIST OR PILE

EXISTING TIMBER JOIST SUPPLEMENTED (2 OFF)- 180 H x 90 W F17 HARDWOOD- 1M20 SS GRADE 316 A4-70 RECESSED BOLT TO HEADSTOCKS

NEW TIMBER PILE (4 OFF)- Ø350 F27 DOUBLE TREATED HARDWOOD- DRIVEN WITH 300 kN ULS AXIAL CAPACITY(MIN 6m EMBEDMENT INTO SOUND MATERIAL)

EXISTING PILE TO BE REPLACED (5 OFF) WITH - Ø350 F27 DOUBLE TREATED HARDWOOD- DRIVEN WITH 300 kN ULS AXIAL CAPACITY (MIN 6m EMBEDMENT INTO SOUND MATERIAL)-REFER GENERAL COMMENTS

EXISTING REDUNDANT PILE- IN POOR CONDITION NO WORK REQUIRED

EXISTING TIMBER PILES (2 OFF) TO BE EXTRACTED

EXISTING STAIRS TO BE DEMOLISHED

2m BUFFER ZONE EITHER SIDE OF SUBMARINE CABLES

EXISTING PILE TYP

NEW SS GRADE 316 HEAVY DUTY MOORING RING(10 OFF)

EXISTING PILE 8-B TO BE CUT DOWN TO BELOW DECK LEVEL

NEW VESSEL ALUMINIUM ACCESS LADDER TYP (6 OFF)

SUBMARINE CABLE(TELECOMMUNICATIONS)

2m BUFFER EITHER SIDE OF SUBMARINE CABLES

SUBMARINE CABLE(COMMS)

910

1025

970

2270

1150

2640

EXTEND EXISTING HANDRAIL TO SHED

NEW HANDRAIL TO MATCH EXISTING. PROVIDE 600mm OPENINGS AT LADDERS 2M12 SS GRADE 316 A470 BOLTS FOR FIXINGS TO JOISTS

Level 3, 2 Market Street

Newcastle NSW 2300, AustraliaTel +61 2 4928 9500

Email info@rhdhv.com www.royalhaskoningdhv.com

Haskoning Australia Pty Ltd.c

REVISION

TITLE

SCALEAT A1

REF.DATE

DATUMCOORD. SYSTEMDRAWN

DRAWING No.

PROJECT

CLIENT

REVISIONS

1 : 50

0 C:\U

sers

\220

029

\Box

\PA

197

9 S

cotla

nd I

sl\P

A19

79 S

cotla

nd Is

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79 T

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13 W

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SCOTLAND ISLAND WHARFFACILITY UPGRADE

BELLS WHARFREPAIR DETAILS

05/12/20

PA1979-RHD-00-DR-MA-1011

PA1979-RHD-00-DR-MA-1011

REV DATE DESCRIPTION BY CHK APR0 29.05.2020 ISSUED FOR CONSTRUCTION SC SH

1 : 50(A1)REPAIR PLAN

(A1)ISOMETRIC VIEW REPAIR WORKS

5000mm400030002000100001000

1:50 (A1) 1:100 (A3)

D5 FOR CONSTRUCTION

AUSTRALIAN HEIGHT DATUM

CS