reconstruct the access road to provide for e … · dconcept design issue revision 2 13/02/18m.w...

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14.00 15.00 16.00 20.00 20.00 21.00 TYPICAL CROSS SECTION E - SCALE 1 : 100 3% 6m EXISTING SURFACE, TYPICAL. 10:1 EXISTING VEGETATED EMBANKMENT. BATTER SLOPE VARIES. NEW ROCK LINED CATCH DRAIN. PROPOSED POLYETHYLENE REINFORCED VEGETATED EMBANKMENT. EXISTING ROAD TO BE RECONSTRUCTED TO FALL TOWARDS NEW CATCH DRAIN. BOAT HARBOUR BEACH NEW RAISED GRATED INLET PIT AT EXISTING STORMWATER PIPE LOCATIONS. LOCALLY ADJUST ROCK CATCH DRAIN PROFILE AT PITS AS REQUIRED. EXISTING STORMWATER DRAINAGE PIPE (BEYOND). NEW SUBSURFACE DRAINAGE MIN. 600 REFER TO DETAIL ON DRAWING DN170120/C03 /C05 STAGE 3 - CONCEPT LAYOUT PLAN REVISION AMENDMENTS APP'D DATE A1 PROJECT : DRAWING NAME: DESIGNED: SHEET SIZE: REVISION: APPROVED: SCALE: DRAWING NUMBER: DRAWN: DATE: SYDNEY OFFICE 83 - 89 Renwick Street, Redfern 2016 Tel (02) 8396 6565 Fax (02) 8396 6564 SOUTH COAST OFFICE 49 Berry Street, Nowra NSW 2541 Tel (02) 44 230 566 Fax (02) 44 233 228 E : [email protected] W : www.miengineers.com THIS DRAWING AND THE CONCEPTS CONTAINED THEREIN ARE THE PROPERTY OF MI ENGINEERS. NO UNAUTHORISED COPYING IS PERMITTED. NOTHING IS TO BE CONSTRUCTED BASED ON THIS DRAWING, OR PART OF THIS DRAWING, WITHOUT THE WRITTEN PERMISSION OF MI ENGINEERS. DRAWINGS TO BE READ IN CONJUNCTION WITH OTHER RELATED DESIGN DOCUMENTATION. FURTHERMORE, WHERE MIENGINEERS RELIES ON THE INFORMATION SUPPLIED BY OTHERS TO PRODUCE THE DESIGNS, WE ACCEPT NO LIABILITY FOR ERRORS, TO THE EXTENT THAT THE DESIGN HAS MADE RELIANCE ON THIS INFORMATION. DO NOT SCALE CLIENT: SURVEYOR: DATE OF SURVEY: ORIGIN: HEIGHT OF DATUM: HORIZONTAL DATUM: 1 : 750 BENDALONG HEADLAND COASTAL EROSION PROPOSED STORMWATER UPGRADE WORKS M.W DN170120 R.M 12/06/19 F M.W Environment - Growth - Community City Council B SKETCH ISSUE FOR DISCUSSION (INCLUDING SECTIONS) 05/12/17 M.W A SKETCH ISSUE FOR DISCUSSION 02/08/17 M.W C CONCEPT DESIGN ISSUE 12/01/18 M.W D CONCEPT DESIGN ISSUE REVISION 2 13/02/18 M.W E CONCEPT DESIGN ISSUE REVISION 3 16/04/18 M.W F CONCEPT DESIGN ISSUE REVISION 4 12/06/19 M.W Ø375 Ø375 Ø300 Ø375 Ø375 - E BOAT HARBOUR BEACH Ø150 LEGEND: OCEAN BOAT HARBOUR BEACH EXISTING ROADWAY PROPOSED ROAD RECONSTRUCTION EXISTING VEGETATED EMBANKMENT STAGE 1 COMPLETED WORKS DT1 DT2 PROPOSED DETENTION AREA EXTEND ROCK LINED CATCH DRAIN (TYPICAL). RECONSTRUCT THE ACCESS ROAD TO PROVIDE FOR INCREASED OVERLAND FLOW CAPTURE AND CREATE TWO DETENTION AREA AS INDICATED ON THE TYPICAL CROSS SECTION. WORK IS TO BE UNDERTAKEN IN CONJUNCTION WITH THE SCC MASTER PLAN AND RECOMMENDATIONS FROM THE COASTAL ENGINEERING REPORT. DT1 EXTEND ROCK LINED CATCH DRAIN (TYPICAL).

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Page 1: RECONSTRUCT THE ACCESS ROAD TO PROVIDE FOR E … · dconcept design issue revision 2 13/02/18m.w econcept design issue revision 3 16/04/18m.w fconcept design issue revision 4 12/06/19m.w

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21.00

TYPICAL CROSS SECTION E

-SCALE 1 : 100

3%

6m EXISTINGSURFACE,TYPICAL.

10:1

EXISTING VEGETATEDEMBANKMENT. BATTER

SLOPE VARIES.

NEW ROCK LINEDCATCH DRAIN.

PROPOSED POLYETHYLENEREINFORCED VEGETATEDEMBANKMENT.

EXISTING ROAD TOBE RECONSTRUCTED

TO FALL TOWARDSNEW CATCH DRAIN.

BOAT HARBOURBEACH

NEW RAISED GRATED INLET PITAT EXISTING STORMWATER PIPELOCATIONS. LOCALLY ADJUSTROCK CATCH DRAIN PROFILE ATPITS AS REQUIRED.

EXISTINGSTORMWATER

DRAINAGE PIPE(BEYOND).

NEWSUBSURFACEDRAINAGE

MIN.

600

REFER TO DETAILON DRAWING

DN170120/C03

/C05STAGE 3 - CONCEPT LAYOUT PLAN

REVISION AMENDMENTS APP'DDATE

A1

PROJECT :

DRAWING NAME:

DESIGNED:

SHEET SIZE:

REVISION:

APPROVED:

SCALE:

DRAWING NUMBER:

DRAWN:

DATE:

SYDNEY OFFICE

83 - 89 Renwick Street, Redfern 2016

Tel (02) 8396 6565 Fax (02) 8396 6564

SOUTH COAST OFFICE

49 Berry Street, Nowra NSW 2541

Tel (02) 44 230 566 Fax (02) 44 233 228

E : [email protected]

W : www.miengineers.com

THIS DRAWING AND THE CONCEPTS CONTAINED

THEREIN ARE THE PROPERTY OF MI ENGINEERS.

NO UNAUTHORISED COPYING IS PERMITTED.

NOTHING IS TO BE CONSTRUCTED BASED ON

THIS DRAWING, OR PART OF THIS DRAWING,

WITHOUT THE WRITTEN PERMISSION OF MI

ENGINEERS. DRAWINGS TO BE READ IN

CONJUNCTION WITH OTHER RELATED DESIGN

DOCUMENTATION. FURTHERMORE, WHERE

MIENGINEERS RELIES ON THE INFORMATION

SUPPLIED BY OTHERS TO PRODUCE THE

DESIGNS, WE ACCEPT NO LIABILITY FOR

ERRORS, TO THE EXTENT THAT THE DESIGN HAS

MADE RELIANCE ON THIS INFORMATION.

DO NOT SCALE

CLIENT:SURVEYOR:

DATE OF SURVEY:

ORIGIN:

HEIGHT OF DATUM:

HORIZONTAL DATUM:

1 : 750

BENDALONG HEADLAND COASTAL EROSION

PROPOSED STORMWATER UPGRADE WORKS

M.W

DN170120

R.M

12/06/19

F

M.W

Environment - Growth - Community

City CouncilB

SKETCH ISSUE FOR DISCUSSION (INCLUDING SECTIONS) 05/12/17M.W

A SKETCH ISSUE FOR DISCUSSION02/08/17

M.W

C CONCEPT DESIGN ISSUE12/01/18

M.W

D CONCEPT DESIGN ISSUE REVISION 213/02/18

M.W

E CONCEPT DESIGN ISSUE REVISION 316/04/18

M.W

F CONCEPT DESIGN ISSUE REVISION 412/06/19

M.W

Ø375

Ø375

Ø300

Ø375

Ø375

-E

BOAT HARBOUR BEACH

Ø150

LEGEND:

OCEAN

BOAT HARBOUR BEACH

EXISTING ROADWAY

PROPOSED ROAD RECONSTRUCTION

EXISTING VEGETATED EMBANKMENT

STAGE 1 COMPLETED WORKS

DT1DT2

PROPOSED DETENTION AREA

EXTEND ROCK LINEDCATCH DRAIN (TYPICAL).

RECONSTRUCT THE ACCESS ROAD TO PROVIDE FORINCREASED OVERLAND FLOW CAPTURE AND CREATE TWODETENTION AREA AS INDICATED ON THE TYPICAL CROSSSECTION. WORK IS TO BE UNDERTAKEN IN CONJUNCTIONWITH THE SCC MASTER PLAN AND RECOMMENDATIONSFROM THE COASTAL ENGINEERING REPORT.

DT1

EXTEND ROCK LINEDCATCH DRAIN (TYPICAL).