Reference Documents - Stormwater Management Plan & Waste Management Plan - MCU26/0040, OPW26/0066 & RAL26/0013 (As Published)

 

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IPWEA Std Dig R-0051

IN refer Drg 45113-C17

   

NTERSECTION NOT!

4. All radii are to invert (NKL) of kerb.

2. All offsets are to invert (NKL) of kerb.

3. All kerb ond channel levels are top of
kerb levels.

4. Levels shown ot quarter points cround
arcs at intersections, and at
cul-de-socs as shown.

4
° 52.37 Level at Tongent Point

° 57,079 Intermediate Level
R25.00

A36.500 Curve Radius and Arc Length

NOTES:

1. Concrete N32 in accordence with AS 1379
and AS 3600.

2. Reinforcing fabric to AS 1304. Lep fabric
250mm

3. Depths of concrete and reinforcing steel
shown are the minimum requirements for
good foundation conditions, ond average
trafic loading. Where this does not
apply, depths of concrete and reinforcing
sholl be increased to suit specific conditions.

4. Compaction for subgrade 95% standard to
AS 1289,5.1.1.

5. Where subgrade is less than CBR 5
excavate and provide imported material to
satisfaction of the Superintendent

For Concrete Edge Detail

 

CEN127.652 Lor 6

6.0

 

 

40

Coneret€ access for Council
maintenance vehicle to P,

5.1
INV145.152 LEG

Refer to Org 45113-C17
for pavement details

 

 

 

Refer to Org 45113-C17
é A for concrete detcils

 

 

Refer to Org IPWEA R-O06S
for footpath details

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Prot Date: 27/07/07 - 14:41

 

 

OREN

 

CHECKED

 

‘DESIONED

 

APPROVED

PIE IRIE

  

 

 

DATE

 

05/07

ACH O10 855 697

 

leddy sergiacomi &

ted y Fics piv. Ita, | DEPT. OF INFRASTRUCTURE

DRAWING NO.

45113-€13

LOCATION

HOLTS ROAD, NANDROYA

 

 

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ROADWORKS 13
CUL-DE-SAC DETAIL 36 | A