Engineering Drawings Part 2 - OPW14/0197

 

 

ISLAND SETOUT SIGNS AND LINEMARKING LEGEND

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

      

 

  

 

 

 

 
 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
     

 

 

   
   
   
  

 

 

 

 

 

 

 

 

 

 

NOTE: PONT | EASTING | NORTHING - SINGLE BLADE STREET NAME SIGN
REFER TO N13078-110 FOR ROADWORKS 1 | 5096.763 | 120.451 r DOUBLE BLADE STREET NAME SIGN
AND DRAINAGE NOTES AND LEGEND. 2 5099.259 119.046
3 5098.836 | 117.937 NOTES:
i 5090878 1 Me Bou 4. ALL SIGNAGE AND ROAD FURNITURE TO BE IN ACCORDANCE WITH
THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
KERB SETOUT 3 9094.671 | 119.269 2. ALL STREET NAME SIGNS AND ROAD SIGN INSTALLATION TO BE IN
POINT | EASTING | NORTHING $ 5095.140 120.014 ACCORDANCE WITH I.P.W.E.Q. STD. DRG. R-0130.
N 5096.558 | 1132.985 ISLAND DETAIL
2 5099.895 123.028 TT
| 3 5112.563 1115.554 SCALE (At) 110
4 5110.147 109.037 /
5 5103.126 1112.064 L a cL
6 5094.844 1115.217 : x \
7 5088.54 | 1114.788 Soo SX
8 5164.134 | 096.434 8, S&
9 _|5180.793 | 107.040 A FS
10 5178.614 092.030 / & &
1 5173.32 1082.911 \
2 5167.585 | 1078.791
B 5161032 | _1090.172
1h 5209.803 | 1128.482 156
5 5211.386 114.038
16 5207.975 | 109.787
1 5193.530 | 108.205 ~
18 5266.515 1032.817 Rith.775
19 5270.564 | _1017.679 & | 418.462
20 5257.723 | _1017.365 &
21 5261.065 1031.180
22 5 103.056 1027.145 Ri 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.
R:10.300
A:11,063
TYPE A - HEAVY DUTY 150 THICK CONCRETE R:10.275
166 VEHICLE CROSSING. (EXPOSED AGGREGATE FINISH) As14.247
REFER L.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

77

TYPE A - HEAVY
DUTY VEHICLE

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

DRIVEWAY SETOUT

 

   

 

R:30.275

 

A:17.017

+ \\
\\ POINT

 

 

 

  

 

 

 

   

 

 

TYPE A - HEAVY DUTY VEHICLE CROSSING.

     

 

REFER |.P.W.E.A.Q. STD. DRG. SEQ-R051
/

 

 

<3

 

   

 

REFER DRIVEWAY SETOUT

 

 

 

DRIVEWAY DETAIL

 

 

 

 

SCALE 1:10 (A1)

 

EASTING NORTHING
1 5253.191 1005.274
2 5256.171 1002.254
3 5256.171 1001.804
4 5258.767 1001.786
5 5258.793 1005.663
6 5259.050 1006.325
7 5259.180 1006.469
8 5260.875 1006.858
9 5257.455 1009.934
10 5257.247 1008.208
1 5256.474 1007.852
12 5235.219 1007.994
B 5235.201 1005.394

 

 

 

SCALE 1:20 (A3)

FILE: NIBOT8-124.dwg_DATE: 15-04-2014 TIME: 09:65,
PXref's: X-NBOI8-TIT X-NB3078-BASE X-NBOTS-INTERSECTION DETAILS USR: nathan taylor

 

 

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

 
 

 

   
 
 
 
 
 
 
  
 
 
 
 
  
     
 
    
   
  
 
    
 
 
  
  
 
 

 

 

 

 

 

 

 

R: 30.275
A14.346

 

 

 

 

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
SCALE
SCALE

APPROVED

DRIVEWAYS
1:20 (A1)
4:40 (A3)

POLYURETHANE 6mm

SEALANT (‘DYNATROL'

BY DYMER
APPROVED

BACKING |
SAWCUT TO

BE CUT WITHIN 24 {

HOURS OF POURING SLAB

INITIAL 3mm

 

IC OR
EQUIVALENT)

2mm
10mm

 

 

 

|

25mm

 

 

‘D'74 DEEP
SAWCUT JOINT

 

 

3mm

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

 

 

  
 
    
  
 
   

REFER DRIVEWAY SETOUT LEVELS

 

TP 116.759
120
TP 120.874

 

 

R:30.275
A:15.850
175

TP 129.474
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

 

 

 

 

 

 

 

 

 

 

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1500 AR PROJECT No. ‘APPROVED 7

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FOR LON SEHALF OF BROWN CONSULTING (QLOL PTY LTD STAGE C1 - C6

N13078

 

 

 

 

 

 

 

 

 

 

 

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‘DRAWING TITLE

INTERSECTION DETAILS AND
SIGNS AND LINEMARKING PLAN
SHEET 1 OF 3

[oRawna NuMBER SSS UY

 

N13078-124