OPW14/0197 Approved Plans Part 3 (N13078)

          -
   NOOSA COUNCIL
  APPROVED PLANS
OPW14/0197 3 OCT 2014


[OCR of page images]
 

Zz

  

 

 

NOTE:
REFER TO N13078-110 FOR ROADWORKS
AND DRAINAGE NOTES AND LEGEND.

 

 

 

KERB SETOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

POINT EASTING NORTHING
26 5178.794 1169.708
27 5162.046 1170.949
28 5167.179 1184.794
29 5180.689 1174.818
32 5200.092 1247.133
33 5183.344 1248.374
34 5188.47 1262.219
35 5201.986 1252.243
36 5305.657 1210.772
37 5296.083 1219.993
38 5286.386 1225.038
39 5283.194 1230.225
40 5292.651 1240.463
41 5301.849 1237.003
42 5313.680 1214.249
42A 5320.266 1209.632
47 5303.124 1295.512
48 5303.080 1293.442
49 5301.905 1265.523
50 5301.860 1263.430

 

 

 

 

 

    
     
 
 
 
  
 
 
   
     
    

 

 

 

 

R:8.725
A:37.219
152
153
TYPE A - HEA
REFER |.P.W.E.

BITUMEN

SL92 MESH 40mm COVER

MESH DISCONTINUED AT THE JOINT

TYPE A -

SEQ-R051

IMPREGNATED BOARD N16 GALVANIZED BAR
AT 300mm CENTRES 180mm CONCRETE SLAB

(GRADE N32)

    

  

 

 

 

COMPRESSIBLE JOINT MATERIAL
("ABLEFLEX’ OR SIMILAR)

LIP LEVEL AS SHOWN ON
INTERSECTION DETAIL DRAWINGS

   
 
 

 

 

 
   

500mm (TYP.)
THICKENING TO PERIMETER
OF ALL R.C. AREAS

 

  

*ONE SIDE OF DOWEL BAR SHOULD BE GREASED

    

PAVEMENT MATERIAL
DETAIL ‘A’
SCALE 1:20 (A1)

KEY JOINT DETAIL SECTION (8 SCALE 1:40 (A3)
SCALE 1:10 (A1) SCALE: 110 TAT - /

SCALE 1:20 (A3) SCALE: 1:20 (A3) 4

go

a

2

a

EXPOSED AGGREGATE FINISH SL92 MESH APPROVED POLYURETHANE 5

40mm COVER SEALANT (DYNATROL BY x

DYMERIC OR APPROVED 5

EQUIVALENT). 6mm

  
 
  

\ IMPREGNATED BOARD
WITH N16 GALVANIZED BAR
AT 300mm CENTRES

SAWCUTS AT MAXIMUM 5.0m
SPACINGS, REFER DETAIL ‘B’

HEAVY DUTY.

Wemelt cRgcchns nerre ~—-LYPICAL INTERSECTION THRESHOLD TREATMENT
I.P.W.E.A.Q.

STD. DRG. SCALE 1:100 (A1)
SCALE 1:200 (A3)

 

A:17.017

 

R: 30.275

 

 

 

R: 30.275
A:17.017

DUTY VEHICLE Cl

 

 

 

-Q. STD. DRG. SEQ-R0S1

 

       
 

REFER DETAIL ‘A’

BACKER ROD

70mm DEEP SAW CUT

  

 

SAW CUT

DETAIL ‘B’
SCALE 1:1 (A1)
SCALE 1:2 (A3)

139

TYPE A - HEAVY DUTY VEHICLE CF
REFER |.P.W.E.A.Q. STD. DRG. SEQ-I

 

R:8.725
A:37.219

 

 

R: 30.275 138

 

 

ROSSING.

 

R:8.875
A:16.603

 

 

 

 

NOOSA COUNCIL

 

154

 

 

 

 

 

A:17.017

 

   
      
     
     

 

R:30.275

A:17.017
142
TYPE A - HEAVY DUTY VEHICLE CROSSING.
REFER |.P.W.E.A.Q. STD. DRG. SEQ-R051

 

 

 

 

   

MESH REINFORCEMENT

3-N12_ TRIMMER
BARS (1.5m LONG)

134

 

 

R:10.275
A:16.011

 

 

 

 

R:10.275
A:15.317

 

 

 

 
    
 
 
     

      
    
 

 

 

 

 

R: 10.300
AM,523

 

 

 

 

 

R: 24.700
A:11.485

 

 

 

 

R:49.725
A:2.071

 

 

 

240

 

R:50.275
A:2.094

250

 

 

 

260

280

 

R:27.775
A:26.658

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

|

APPROVED PLANS / j a
FILE: N13078-125.dwq DATE: 05-08-2014 TIME: 15:09
Xref's: X-N13078-TIT X-N13078-BASE X-N13078-INTERSECTION DETAILS USR: nathan taylor

AMENDMENT DETAILS: DESIGN CHECK SURVEYOR: RPS , a

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