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Job No: AWM 3551 Drawing: Scale: Date: ARCH001 - Final Concept Design NTS 8/06/2021 Anderson's Lane Boat Ramp - Concept Design Better Boating Victoria 1 1 2 3 4 5 6 7 Create dredge basin to 0.5m below LAT Extend existing jetty structure New groynes to the East & West New boat ramp. Key features: · Ramp toe to 0.5m below LAT · Improved grade (1:8) · Patterned surface finish · No edge kerbs (allow sand removal) Beach access for pedestrians and machinery Future options - additional 3 rd lane Improved approach and reversing lanes LEGEND Landscaped Areas 2 3 3 4 5 5 7 6 Existing ramp surface New patterned ramp surface Max 1m of build up Rock armour - below ramp surface level Increased ramp grade to 1:8 · Improving launching & retrieval - keeping vehicles clear of water · reduce sand build up - keeping ramp clear of beach profile Existing Ramp Proposed Concept RL - 0.5 mCD RL 1.5 mCD RL - 0.5 mCD RL 0.0 mCD RL 1.5 mCD RL 4.3 mCD RL 2.5 mCD Improvement to the Existing Jetty · Removal of sediment build up - dredge to -0.5m below lowest tide level · Construction of 2 new groyne structures to help prevent sand accretion · Extension of the existing low landing increasing berth occupancy 2 3 New groyne structure 1 Jetty Extension 4 4 PHILLIP ISLAND FRENCH ISLAND WESTERN PORT New groyne structure

Anderson's Lane Boat Ramp - Concept Design

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Page 1: Anderson's Lane Boat Ramp - Concept Design

Job No: AWM 3551Drawing:Scale:Date:

ARCH001 - Final Concept Design NTS8/06/2021

Anderson's Lane Boat Ramp - Concept DesignBetter Boating Victoria

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7

Create dredge basin to 0.5m below LAT

Extend existing jetty structure

New groynes to the East & West

New boat ramp. Key features:· Ramp toe to 0.5m below LAT· Improved grade (1:8)· Patterned surface finish· No edge kerbs (allow sand removal)

Beach access for pedestrians and machinery

Future options - additional 3rd lane

Improved approach and reversing lanes

LEGENDLandscaped Areas

2

3 3

4

5 5

7

6

Existing ramp surface

New patternedramp surface

Max 1m of build up

Rock armour - belowramp surface level

Increased ramp grade to 1:8· Improving launching & retrieval - keeping vehicles clear of water· reduce sand build up - keeping ramp clear of beach profile

Existing RampProposed Concept

RL - 0.5 mCD

RL 1.5 mCD

RL - 0.5 mCDRL 0.0 mCD

RL 1.5 mCD

RL 4.3 mCD

RL 2.5 mCD

Improvement to the Existing Jetty· Removal of sediment build up - dredge to -0.5m below lowest tide level· Construction of 2 new groyne structures to help prevent sand accretion· Extension of the existing low landing increasing berth occupancy

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3

New groyne structure

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Jetty Extension

4

4

PHILLIPISLAND

FRENCH ISLAND

WESTERN PORT

New groyne structure

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