Civil Drawings - Driveway · OPW18/0253

 

COMMERCIAL DRIVEWAY 'A' - 5.70m WIDTH

 

 

  

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

COMMERCIAL CROSSOVER NOTES:-
1. Concrete N32 in accordance with AS 1379 and AS 3600.
2. Reinforcing fabric to AS 1304. Lap fabric 250mm.
3. Depths of concrete and reinforcing steel shown are the
minimum requirements for good foundation conditions, and
average traffic loading. Where this does not apply, depths of PROPERTY BOUNDARY
concrete and reinforcing shall be increased to suit specific |
conditions.
4. Reprofile adjacent footpath to match driveway. Footpath SAWCUT AND
earthworks adjoining concrete must be well compacted BREAKOUT BACK OF
5. Compaction for subgrade 95% Standard to AS 1289.5.1.1. KERB AND CHANNEL
6. Where subgrade is less than CBR 5 excavate and provide concrete Oo nn
imported material to satisfaction of the Superintendent. CONCRETE I ~
7. Concrete driveway unless otherwise approved FOOTPATH FOOTPATH ann CESS
8. Paver and/or proprietary concrete surface finishes to driveway bl z x @
shall only be used when approved by Local Authority. Ss
9. Refer project drawings or Local Authority Standard Drawings 3
for Verge Type Cross Sections. s
10. All dimensions in millimetres. 2
= t= |
[ 600 (Kerb taper
1500 NOM 1500 NOM |
B1 BARRIER KERB
COMMERCIAL DRIVEWAY AND CHANNEL
(<)) CROSSOVER ‘A’ DETAIL
NOTE: DRIVEWAYS ARE TO BE CONSTRUCTED IN
ACCORDANCE WITH IPWEAQ STD DRG RS-051
ALL KERB, KERB & CHANNEL,
WHEELSTOPS & BOLLARDS TO
BE PAINTED "SAFETY YELLOW"
NOMINAL FACE. ALL KERBS ADJACENT CONCRETE
OF KERB PAVEMENTS TO BE PAINTED
' "SAFETY YELLOW’
110 | 49
pope
—_—____
150
SETOUT POINT & LEVEL
& PROPOSED CONCRETE PAVEMENT LEVEL
| ~ - 125mm CONCRETE (N32)
KERB TO BE CAST . VISQUEEN VAPOUR BARRIER a < a SL82 MESH TOP 40 COVER
INTERGRAL WITH SLAB EARTHWORKS LEVEL 3 (TO BE CONFIRMED DURING
CONSTRUCTION)
INTEGRAL KERB - TYPE B
PAVEMENT JOINTS TO EXTEND THROUGH KERB KKK 100mm CBR15 MATERIAL
DIOS onpacteb 10 100% MBO

NOMINAL FACE
OF KERB

 

KERB TO BE CAST
INTERGRAL WITH SLAB

    

SONS

 

 

 

ALL KERBS ADJACENT CONCRETE

PAVEMENTS TO BE PAINTED
"SAFETY YELLOW’

 

 

  

SEX K RRR
SSO
RRR RINE

     

INTEGRAL KERB - TYPE B3
PAVEMENT JOINTS TO EXTEND THROUGH KERB

 

 

LIGHT DUTY CONCRETE PAVEMENT DETAIL

SCALE 1:10

   

VISQUEEN VAPOUR BARRIER

   

FINISHED PAVEMENT LEVEL

  

100mm CONCRETE (F'C = 25MPa)

CONCRETE FOOTPATH

SCALE 1:10
e PROVIDE BOLSTER JOINTS @ 3m CTS

100

SL72 MESH
40 COVER

 

20mm SAND LAYER

¢ PROVIDE EXPANSION JOINTS @ 12m CTS

1500

4IN8

SL72 MESH

3500 NOM

| 25%

200UM VISQUEEN.

50mm BEDDING SAND

40 TOP COVER.

(_».\ SECTION

YT) SCALE 1: 20 (A1)

DOWEL SOCKETS TO
MANUFACTURERS SPEC.
OR EQUAL

PROPERTY
BOUNDARY

—/

 
 
 

 

175 MIN

- TOOL FINISH EDGES

R16 GALVANISED DOWELS (400 LONG)
| AT 300 CTS CENTRAL

SL82 MESH
& COVER

 

125

 

 

 

 

 

 

 

SL82 MESH
40 COVER

125

 

  

 

200

 

 

PROVIDE AT 9.0m

200 UM VISQUEEN

 

LIGHT DUTY CONCRETE PAVEMENT DOWEL JOINT (DJ)

x 9.0m MAXIMUM CENTRES

NTS.

DOWEL SOCKETS TO
MANUFACTURERS SPEC.
OR EQUAL

   
  
  

R16 GALVANISED DOWELS
(400 LONG) AT 300 CTS

10mm ABELFEX OR EQUIV.

200 UM VISQUEEN

LIGHT DUTY CONCRETE PAVEMENT EXPANSION JOINT (EJ)

N.T.

CUT EVERY SECOND
WIRE OF MESH

S

TOOL FINISH CONCRETE
BREAK SLAB FULL DEPTH
WHILE STILL "GREEN"

 

 

 

 

 

 

 

 

200 UM VISQUEEN
LIGHT DUTY CONCRETE PAVEMENT BOLSTER JOINT (BJ)
NTS.
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. | Design: MB . PROJECT: DRAWING TITLE
Drawn MB Brat 101 ply td va Ala Projects ROADWORKS DETAILS
Date: MAY 2016 26 Memorial Aventis. Cotton Tree PROPOSED RESIDENTIAL DEVELOPMENT STAGES 4A & 4B

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