SD2051b

1
SM2 VERGE BACK OF KERB LIP OF KERB LINE OF KERB SM2 TOE OF BATTER C C B B L I N E O F K E RB EXISTING SURFACE A A T O E O F B ATTE R SEEDED GRASS TOPSOIL REFER TO VICROADS STANDARD SECTION 720 FOR GRASS SEED PROPERTIES OR PLANTING WHERE SPECIFIED BIODEGRADABLE EROSION CONTROL MATTING MI N FOR OUTLET DRAIN MAKEUP AND EXTENT REFER SECTION B-B AND C-C FLOW BEACHING TYPE 2-UNGROUTED UNLESS OTHERWISE SPECIFIED SEEDED GRASS TOPSOIL 15x15 CHAMFER LAPPING OF EROSION CONTROL MAT SETOUT POINT BEACHING TYPE 2 UNGROUTED 0.08 - 0.10 0 0.25 0.5 R 1 R 1 PLAN SECTION C-C SECTION B-B SECTION A-A FOR LOW FLOW OUTLET AS 1379 SPECIFICATION AND SUPPLY OF CONCRETE AS 2876 CONCRETE KERBS AND CHANNELS (GUTTERS) AS 3600 CONCRETE STRUCTURES VR SPECIFICATION 703 GENERAL CONCRETE PAVING VR SPECIFICATION 713 BEACHING VR SPECIFICATION 720 LANDSCAPING MANUALLY OR MACHINE PLACED KERB OUTLET & BEACHING DETAIL NOTES. 1. FLOWS ARE TO BE LIMITED TO 0.02 CUBIC METRES/SECOND 2. ROCKS ARE TO BE KEYED INTO GROUND SURFACE ONE THIRD DIAMETER OF ROCK 3. ROCKS SHALL BE PLACED BY HAND OR MECHANICAL MEANS TO ACHIEVE A UNIFORM INTERLOCKED LAYER OF ROCKS 4. TOP SURFACE OF THE EROSION CONTROL MAT IS TO MATCH THE FINAL DESIGN LEVELS. TOLERANCE +25mm -0mm 5. METHODS FOR HANDLING AND PLACEMENT OF ROCKS SHALL AVOID SEGREGATION OF ROCK SIZE 0 . 050 m / m SD 2001 KERBS 1.0 VERGE 1.0 MIN 0 . 05 0.3 0.3 1.0 0 . 15 KERBS SD2051 DRAIN 1. ALL DIMENSIONS ARE IN METRES 2. CONCRETE SHALL BE NORMAL - CLASS N25 STANDARD STRENGTH GRADE COMPLYING WITH WITH THE REQUIREMENTS OF AS 1379. 3. REFER TO WSUD: ENGINEERING PROCEDURES - STORMWATER (MELBOURNE WATER, 2005) 0 . 30 BIODEGRADABLE EROSION CONTROL MATTING 300gsm MIN OR VICROADS APPROVED ALTERNATIVE BIODEGRADABLE EROSION CONTROL MATTING 300gsm MIN TO BE CONTINUED TO INVERT OF DRAIN DANIEL CASSAR (PRDE) 13-8-12 720252 B B DC 08/12 GENERAL DETAIL & NOTES ISSUE DRAWING NO. TECHNICAL CONSULTING APPROVED AMENDMENT STANDARD DRAWING REFERENCES AND NOTES: ISSUE DATE APP’D 3 PROSPECT HILL ROAD CAMBERWELL VICTORIA 3124 PHONE (03) 9811 8355 FAX (03) 9811 8329

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Transcript of SD2051b

SM2

VERGE

BACK OF KERB

LIP OF KERB

LINE OF KERB

SM2

TOE OF BATTER

C

C

B B

LIN

E

OF

KER

B

EXISTING SURFACE

A A

TO

E

OF B

AT

TER

SEEDED GRASS TOPSOIL

REFER TO VICROADS

STANDARD SECTION 720

FOR GRASS SEED PROPERTIES

OR PLANTING WHERE SPECIFIED

BIODEGRADABLE EROSION

CONTROL MATTING

MIN

FOR OUTLET DRAIN MAKEUP

AND EXTENT REFER SECTION

B-B AND C-C

FLOW

BEACHING TYPE 2-UNGROUTED

UNLESS OTHERWISE SPECIFIED

SEEDED GRASS

TOPSOIL

15x15 CHAMFER

LAPPING OF EROSION

CONTROL MAT

SETOUT POINT

BEACHING TYPE 2

UNGROUTED

0.08 - 0.10

0 0.25 0.5

R1

R1

PLAN

SECTION C-C

SECTION B-B

SECTION A-A

FOR LOW FLOW OUTLET

AS 1379 SPECIFICATION AND SUPPLY OF CONCRETE

AS 2876 CONCRETE KERBS AND CHANNELS (GUTTERS)

AS 3600 CONCRETE STRUCTURES

VR SPECIFICATION 703 GENERAL CONCRETE PAVING

VR SPECIFICATION 713 BEACHING

VR SPECIFICATION 720 LANDSCAPING

MANUALLY OR MACHINE PLACED

KERB OUTLET & BEACHING DETAIL

NOTES.

1. FLOWS ARE TO BE LIMITED TO 0.02 CUBIC METRES/SECOND

2. ROCKS ARE TO BE KEYED INTO GROUND SURFACE ONE THIRD DIAMETER OF ROCK

3. ROCKS SHALL BE PLACED BY HAND OR MECHANICAL MEANS TO ACHIEVE A UNIFORM INTERLOCKED LAYER OF ROCKS

4. TOP SURFACE OF THE EROSION CONTROL MAT IS TO MATCH THE FINAL DESIGN LEVELS. TOLERANCE +25mm -0mm

5. METHODS FOR HANDLING AND PLACEMENT OF ROCKS SHALL AVOID SEGREGATION OF ROCK SIZE

0.050m/m

SD 2001 KERBS

1.0

VERGE 1.0 MIN

0.0

5

0.3 0.31.0

0.15

KERBS SD2051

DRAIN

1. ALL DIMENSIONS ARE IN METRES

2. CONCRETE SHALL BE NORMAL - CLASS N25 STANDARD STRENGTH GRADE COMPLYING

WITH WITH THE REQUIREMENTS OF AS 1379.

3. REFER TO WSUD: ENGINEERING PROCEDURES - STORMWATER (MELBOURNE WATER, 2005)

0.3

0

BIODEGRADABLE EROSION

CONTROL MATTING 300gsm MIN

OR VICROADS APPROVED

ALTERNATIVE

BIODEGRADABLE EROSION

CONTROL MATTING 300gsm MIN

TO BE CONTINUED TO INVERT

OF DRAIN

DANIEL CASSAR (PRDE) 13-8-12 720252 B

B DC 08/12 GENERAL DETAIL & NOTES

ISSUEDRAWING NO.

TECHNICAL

CONSULTING

APPROVED

AMENDMENT

STANDARD DRAWING

REFERENCES AND NOTES:

ISSUE DATEAPP’D

3 PROSPECT HILL ROAD

CAMBERWELL

VICTORIA 3124

PHONE (03) 9811 8355

FAX (03) 9811 8329