Compiled Approved Plans - OPW19 0203.03 · OPW19/0203.03

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PROP DY

 

“1.5m WIDE CONCRETE

FOOTPATH

   

SECTION ZA

SCALE 125

 

 

 

 

1.5m WIDE CONCRETE
FOOTPATH

DESIGN SURFACE

  

TAPER CONCRETE
FOOTPATH WIDTH TO
1.0m WIDE AT DRIVEWAY

‘TAPER CONCRETE
FOOTPATH WIDTH TO
1.0m WIDE AT DRIVEWAY

FOOTPATH

 

 
   
 

1.5m WIDE CONCRETE

 

NOTE:

THE CONTRACTOR SHALL CONFIRM THE EXISTING KERB AND CHANNEL
LEVELS AT ALL NEW VEHICLE CROSSINGS. ANY DISCREPANCY SHALL
BE PROVIDED TO THE SUPERINTENDENT IMMEDIATELY,

 

 

 

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1.5m WIDE CONCRETE —~

toorpar
DETAIL PLAN
Scat
enw OUT vee cRossNG
REFER PEA STDORG RS
GATEWAY DRIVE GATEWAY DRIVE
\. oN
wun suRrAce
XN NATURAL SURFACE.
y~ HEAVY DUTY VEHICLE CROSSING, a
REFER WEA STD DRG RS051 5

 

GATEWAY DRIVE

 

  

 

L PROPOSED 6m x 3m
Is. STORMWATER EASEMENT

  
 
  
  

/~ HEAVY DUTY VEHICLE CROSSING,
REFER IPWEA STD ORG RS-05!

 
   

LEGEND

 

PROP BOY

 

SECTION
SCALE 125

PROPERTY BOUNDARY
EASEMENT BOUNDARY
EXISTING KERB
INTEGRAL KERB,

BUILDING
REFER STRUCTURAL DRAWINGS
ROAD PAVEMENT

150mm THICK N32 CONCRETE WITH
‘SL82 MESH, 50mm TOP COVER

125mm CBR 15 TYPE 2.3 BASE COURSE
DRIVEWAY

REFER IPWEA STD DRG RS-051
CONCRETE FOOTPATH

REFER IPWEA STD DRG RS-065

\ cesonamnce

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PLANNING CONSULTANT
14/59 MARY STREET

PTY LTD

 

 

   

 

 

 

NOOSA COUNCIL \ sure 288 ttn
=
Scale 1:25 @At
IGN SURFACE Scale 1:50 @A3
APPROVED PLAN section (BY cale
OPW19/0203 13 DEC 2019 125 te”
Scale 1:100 @A1
Scale 1:200 @A3
Connon & Tesocited Costar Trent Toe Drawn THe Tae FeetSa
ttt ee PivoTaL perspective 64 GATEWAY DRIVE 64 GATEWAY DRIVE, NOOSAVILLE CUL-DE-SAC DETAIL AS SHOWN] A1

 

 

 

 

 

 

AND SECTIONS

 

 

‘Drawing Number

18556 -C111

 

 

 

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