OPW14/0197 Approved Plans Part 3 (N13078)

          -
   NOOSA COUNCIL
  APPROVED PLANS
OPW14/0197 3 OCT 2014


[OCR of page images]
 

 

ISLAND SETOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

  

 

 

 

 
 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

   
 
 
 
    
      

 

 

 

 

 

 

 

 

NOTE: POINT | EASTING | NORTHING -
REFER TO N13078-110 FOR ROADWORKS 1 5096.763 120.451 r
AND DRAINAGE NOTES AND LEGEND. 2 5099.259 119.046
3 5098.836 | 117.937 NOTES:
4 5094.875 | 118.804
KERB SETOUT 5 5094.671 | 119.269 2
POINT | EASTING | NORTHING $ 5095.140 120.014
N 5096.558 | 1132.985 ISLAND DETAIL
2 5099.895 123.028 TT
| 3 5112.563 115.554 SCALE (AN) 110
4 5110.147 109.037
5 5103.126 1112.064
6 5094.844 1115.217
7 5088.54 | 1114.788
8 5164.134 | 096.434
9 5180.793 1101.040
10 5178.614 1092.030
1 5173.332 1082.91
2 5167.585 | 1078.791
B 5161.032 1090.172
14 5209.803 128.482
15 521.386 114.038
16 5207.975 | 109.787
1 5193.530 | 108.205
18 5266.515 1032.817
19 5270.564 | 1017.679
20 5257.723 | _1017.365
21 5261.065 1031.180
22 5103.056 1027.145 R:46.525
3B 5086.309 | 1028.386 A:8.875,
2h 5091441 | 1042.231 ee
25 5104.951 1032.255 REFER ISLAND 159
DETAIL FOR SETOUT.
TYPE A - HEAVY DUTY 150 THICK CONCRETE R:10.275
166 VEHICLE CROSSING. (EXPOSED AGGREGATE FINISH) A:14.247
REFER I.P.W.E.A.Q. STD. SL82 MESH 162
DRG. SEQ-RO0S1
165
R:30.275
R:8.725 A:17.017
—_ [A37.219 SECTION AY
™ SCALE {A1): 1:100 YT)

SCALE (A3):1:200

 

 

 

 

 

SIGNS AND LINEMARKING LEGEND

SINGLE BLADE STREET NAME SIGN
DOUBLE BLADE STREET NAME SIGN

 

  
   

R:14.775,
A:18.462

 

 

 

 

R: 10.300
A:11,063

 

 

 

   
     
  
  
 
    
  
 
   

 

     

 

 

 

 
  
 

 

1. ALL SIGNAGE AND ROAD FURNITURE TO BE IN ACCORDANCE WITH
THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
ALL STREET NAME SIGNS AND ROAD SIGN INSTALLATION TO BE IN
ACCORDANCE WITH I.P.W.E.Q. STD. DRG. R-0130.

 

 

 

 

 
 

 

 

 
   
 
 
 
 

 

 

 
 

 

 

  
 
 
 
 
   

  
    
   
   
 
   
 
 
  
  
 
 

 

 

 

77

R: 30.275
A14.346

 

 

TYPE A - HEAVY
DUTY VEHICLE

CROSSING. REFER
L.P.W.E.A.Q. STD.
DRG. SEQ-R051

DRIVEWAY SETOUT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

3mm WIDE x D/4 DEEP SAWCUT
JOINT. TYPE ‘A’ SEALANT.

CUT 100 WIDE EVERY 2ND BAR IN

MESH CROSSING JOINT. IF COVER
LESS THAN D/4& ALLOW MESH TO
SAG LOCALLY UNDER SAWCUT.

SAWCUT JOINT

CONCRETE DRIVEWAYS
SCALE 1:20 (At)
SCALE 1:40 (43)

APPROVED

POLYURETHANE 6mm

 

SEALANT (‘DYNATROL'
BY DYMERIC OR
APPROVED EQUIVALENT)

 

 

 

 

 

 

a| 2
é H :
6
s a2
BIS
1 tS
SK =(5
BACKING ROD ys
ol=
N=
a
3mm

 

INITIAL 3mm SAWCUT TO
BE CUT WITHIN 24
HOURS OF POURING SLAB

JOINT FILLING TYPE ’A’
SCALE 15 (At)
SCALE 1:10 (A3)

 

 

 

TP 116.759
120
TP 120.874

 

 

R: 30.275
A:15.850

 

 

 

TP 129.474

 

175

TYPE A - HEAVY DUTY
// venue CROSSING.
REFER I.P.W.E.A.Q. STD.

DRG. SEQ-R0S51
EP 135.559

 

R:7.313
A:30.270

 

 

181

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

S R 30.275 j \\ POINT | EASTING | NORTHING
™ A:17.017 \ 1 5253.191 | 1005.274 REFER DRIVEWAY SETOUT LEVELS
2 5256.171 | 1002.254
3 5256.171 | 101.804
4 5258.767 | 101.786
TYPE A - HEAVY DUTY VEHICLE CROSSING. 5 5258.793 | 105.663
REFER |.P.W.E.A.Q. STD. DRG. SEQ-ROS1 : 7 5759-050 | 1006-325
' * a 7 5259.180 | 106.469
8 5260.875 106.858 NOOSA COUNCIL
8 9 5257.455 | 109.934
REFER DRIVEWAY SETOUT 10 5257.247 | 108.208 APPROVED PLANS
1 5256.474 | 107.852
DRIVEWAY DETAIL 2 5.235.219 107.994 OPW14/0197 3 OCT 2014
SCALE 1:10 (A1) 13 5235.201 1005.394
SCALE 1:20 (A3)
FILE: N13078-124.dwq DATE: 05-08-2014 TIME: 15:10
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