Civil Plans 250407_250119-OPW-C-A-Signed · OPW25/0059

 

EXISTING LEGEND

— SUBJECT PROPERTY BOUNDARY
MAJOR CONTOUR 1.00m INTERVALS.
MINOR CONTOUR 0.20m INTERVALS
SEWER MAIN DN150
WATER MAIN DN100
U/G TELECOMMS
O/H ELECTRICITY
STORMWATER
FENCE

PROPOSED LEGEND
[Jooncre te priveway

[ Jooncrere pati

[J INTERNAL HARDSTAND AND FINISHES BY OTHERS
[A Jowettine

[EEE ]anpscare

* KERB ADAPTER
a Bs STORMWATER

GENERAL NOTES:

1 DRAWINGS TO BE READ IN CONJUNCTION WITH LOCAL AUTHORITY
SPECIFICATIONS.

2. CHECK ALL DIMENSIONS BEFORE COMMENCEMENT OF WORK, DIMENSIONS IN

METRES UNLESS OTHERWISE STATED. DO NOT SCALE FROM DRAWINGS.

CHECK SITE BOUNDARY DIMENSIONS FROM THE TITLE PLANS.

4. EXISTING SERVICES AND STRUCTURES HAVE BEEN PLOTTED FROM SUPPLIED
DATA. IT IS THE CONTRACTORS RESPONSIBILITY TO CONFIRM THE LOCATION AND
LEVEL OF ALL EXISTING SERVICES PRIOR TO COMMENCEMENT OF ANY WORK.

5. AT COMPLETION OF SERVICES INSTALLATION, ALL AREAS SHALL BE REINSTATED
TO DESIGN DRAWINGS OR EXISTING SURFACE.

6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY DAMAGE TO.
INFRASTRUCTURE. REPAIRS OR REINSTATEMENT TO BE CARRIED OUT TO THE
SATISFACTION OF SUPERINTENDENT.

7 UNLESS WRITTEN APPROVAL FROM THE SUPERINTENDENT OR APPROVING
AUTHORITY MATERIALS SPECIFIED ARE TO BE USED.

8. THE CONTRACTOR IS TO UNDERTAKE ALL WORKS IN ACCORDANCE WITH ALL
WORKPLACE HEALTH AND SAFETY
REQUIREMENTS.

9. THE CONTRACTOR IS TO ALLOW IN SCOPE OF WORKS TO PROVIDE ALL
MEASURES NECESSARY TO ENSURE THE INTEGRITY OF EXISTING BOUNDARIES,
AND INFRASTRUCTURE. THIS MAY INCLUDE THE USE OF LOW VIBRATION
EQUIPMENT, TRENCH SHORING ETC AS REQUIRED.

o

SAFETY/SAFETY IN DESIGN

1 THERE ARE INHERENT RISKS WITH CONSTRUCTING, MAINTAINING, OPERATING,
DEMOLISHING AND DISPOSING. WE NOTE THIS DESIGN IS TYPICAL OF SIMILAR
DESIGNS. AS FAR AS IS REASONABLY PRACTICABLE, RISKS HAVE BEEN
ELIMINATED OR MINIMISED THROUGH THE DESIGN PROCESS. HAZARD CONTROLS
MUST STILL BE IMPLEMENTED BY THE CONTRACTOR, OWNER OR OPERATOR TO
ENSURE THE SAFETY OF WORKERS. WE DID NOT IDENTIFY ANY UNIQUE RISKS
ASSOCIATED WITH THE DESIGN

2. THE DESIGN AND CONSTRUCTION OF THE WORKS SHALL COMPLY WITH ALL
RELEVANT LEGISLATION

2
N,
t

MATCH NEATLY TO
EXISTING FOOTPATH

 

REPLACE KERB AND CHANNEL TYPE
M1 MATCHING NEATLY TO EXISTING
IPWEA STD DRG RS-080
MATCH NEATLY TO
EXISTING PAVEMENT

3.00 WIDE CROSSOVER. DRIVEWAY
AND CROSSOVER IN ACCORDANCE
WITH IPWEA STD DRG RS-049

 

  

FFL 35.18

   

FFL 35.18

    

  
 

GARAGE
FFL 34.33

  
  
 

INSTALL CONCRETE
FOOTPATH IN ACCORDANCE
WITH IPWEA STD DRG RS-065,

— 300x300 GRATED
INLET PIT
SL 34.60
IL 34.15.

— 1008 UPVC

STORMWATER PIPE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

2x KERB
ADAPTERS
APPROVED DRAWN XC CLIENT PROJECT DRAWING
STATUS FOR APPROVAL
CHARLES COOK KERRY BONE RESIDENTIAL WORKS DEVELOPMENT
RPEQ NO: 8480 DESIGN XC
APPROVED DATE CHECK CC SITE PLAN om 25 PROJECT NO. DRAWING NO. [REV NO.
07.04.25 CONSULTING ENGINEERS 5 PARK CRESENT _———S
SUNSHINE BEACH, QLD C-
A |ISSUED FOR APPROVAL 25.03.25 cc SIGNED Charles Cook IPYRIG«T © AL rg reoerved. wg CIVIL | PROJECT MANAGEMENT | TECHNICAL SERVICES 250119 OPW-C-00300 A
REVI DESCRIPTION DATE —TAPPR 07.04.2025 voriiyc. com. | ABN 72 677 874 S32 Heer sie at