16-001014-110(A)

 

LEGEND

PROPOSED CONCRETE EDGE

PROPOSED BARRIER KERB ONLY

PROPOSED STORMWATER DRAINAGE

EXISTING STORMWATER DRAINAGE

DESIGN SURFACE CONTOUR (0.25m INTERVAL)
PROPOSED CONCRETE SLEEPER RETAINING WALL

 

 

 

MOOMMOAA PROPOSED BOULDER RETAINING WALL
fe] PROPOSED CONCRETE PAVEMENT
NOTE:

REFER DRG. 16-001014-111 FOR
KERB DETAILS.

 

 

 

4x SPACES AT
6.3m LENGTH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

  

 

 
  

 

 

 

 

 

 

F.0005
re) He 2.0m x 0.2m CONCRETE
‘Sior__0.62m WHEELSTOPS IN ACCORDANCE
! > 4 Oj WITH AS/NZS 2890.1:2004
-
8 | 5.40m. 0
Oo |!
a © BIO-RETENTION
% OK; BASIN
8 og
ey © .
P<
a > qiG 2x SPACES AT 7
ce Shon 0 6.3m LENGTH a
' t QO — 2.5m WIDE KERB
® BREAKOUT FOR
Se 0) OVERLAND FLOW.
<
, + @  @
/
I
EXISTING
STAGE 1A

JOIN INTO EXISTING
PAVEMENT WITH DOWELL

JOINT REFER DRG.
16-001014-108 FOR DETAIL

 

 

 

1
4x SPACES AT
6.3m LENGTH

 

  
     
    
 

57

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

CARPARK SETOUT TABLE X
POINT No. EASTING NORTHING
1 783.289 898.770
2 783.101 897.240
3 786.101 894.065
4 779.120 887.474
5 776.099 890.673
6 774.685 890.714
7 774.394 890.439
8 774.354 889.025
9 777.375 885.827
10 770.395 879.237
n 167.443 882.362
2 765.851 882.183
B 766.831 875.405
1% 770.223 875.308
5 778.736 866.291
16 778,638 862.898
7 798.992 701.569
18 798.719 702.282
19 798.797 705.272
20 781.493 723.592
21 778.525 723.668
22 777.824 723.981
23 764.660 737.918
24 764.388 738.631
25 764.465 741.621
26 747.161 759.941
27 744.193 760.017
28 743.492 760.330
29 730.328 774.268
30 730.055 774.980
31 730.132 777.970
32 712.829 796.290
33 709.861 796.367
34 709.160 796.680

 

 

 

 

 

 

4x SPACES AT
6.3m LENGTH

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTE:

NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN ON THE
JOB DRAWINGS, NO RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT OR THE
PRINCIPAL FOR THIS INFORMATION WHICH HAS BEEN SUPPLIED BY OTHERS. THE
DETAILS ARE PROVIDED FOR INFORMATION ONLY. THE CONTRACTOR SHALL ASCERTAIN
THE POSITION OF ANY UNDERGROUND SERVICES IN THIS AREA AND SHALL BE
RESPONSIBLE FOR MAKING GOOD ANY DAMAGE THERETO.

 

 

 

 

ROAD 11 8.00m

2.40m

 

 

rece

TARPARK |

 

 

 

eo

TYPICAL SECTION - A
8.0m CARRIAGEWAY WIDTH WITH CARPARK -
CONCRETE SURFACE

 

 

NOTE:

REFER DRG. 16-001014-109
FOR TYPICAL ROAD SECTIONS
WITHOUT CARPARK.

 

 

 

 

FORM BARRIER KERB ONLY
INTO CONCRETE EDGE
ALONG CARPARKS.

 
  
   

6.00m 2.40m

CARPARK

150m _

 

    
 

 

 

 
 

3.0% Lares

  

TYPICAL SECTION B
6.0m CARRIAGEWAY WIDTH WITH CARPARK -
CONCRETE SURFACE

N.S.C. REF NO. MCU15/0111 & REC15/0031

 

 

 

 

 

 

 

 

 

 

 

 

 

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