Approved Plans · OPW11/0177

 

   
  

BASEMENT GPTI/OIL ARRESTOR. TO
HYDRAULIC CONSULTANTS DETAILS.

125mm DRIVEWAY SLAB
SL82 40 TOP COVER
TYPICAL (U.N.O}

DOWEL SOCKETS TO

MANUFACTURERS SPEC Ru6 GALVANISED OOWELS

(@00 LONG) AT 450 CTS

 

 

Fred
a

 

 

 

 

 

 

 

  
     
    
     

 

INDICATES LINE OF
RETAINING WALL TO BUILDING OVER.
STRUCTURAL ENG.

DETAILS.

SERVICE
VEHICLES

  

RETAINING WALL TO

6am - 6pm STRUCTURAL ENG. DETAILS.

 

  

FOX ENVIRO BPT600
OILIGREASE ARRESTOR SL
20.95 IL 20.35 REFER DWG D02

  

 
 

. = Tin
SEXISTING SEWER SSX
MANHOLE SL 21.221 SSS

NEW 6.0m WIDE CONC. DRIVEWAY
CROSSOVER INACCORDANCE WIT!
N.S.C. STD DWG No, 9002

DRIVEWAY LAYOUT PLAN

200 UM VISQUEEN 7 l

 

 

 

  

 

 

150mm (CBR15)
WORKING PLATFORM,

TYPICAL DOWEL CONSTRUCTION JOINT DETAIL.

 

ALL WORKS TO BE CARRIED OUT IN STRICT
ACCORDANCE WITH APPROVED SETTLERS
COVE NOOSA RESIDENTIAL HIGH DENSITY
ENVIRONMENTAL MANAGEMENT PLAN (EMP)
DATED 21 JULY 2005 BY WBM OCEANICS.

 

 

 

AST REGIONAL COUNCIL
2~ROVEL

 

  

 

SIGNAGE NOTES:

@ PROVIDE CLEARLY VISABLE SIGNAGE TO ADVISE VISITORS
THAT VISITOR CAR PARKING SPACES ARE PROVIDED WITHIN
BASEMENT CARPARK AND TO CONTACT THE MANAGER OR
UNIT THAT THEY ARE VISTIING VIA THE INTERCOM TO GAIN
ACCESS TO USE THE PROVIDED SPACES.

@ ALL LINEMARKING IN ACCORDANCE WITH M.U.T.C.D.

425 MM SLAB ON GROUND
SLB2 TOP 40 COVER F'C = 25 MPA
PROVIDE JOINTS AS SHOWN ON PLAN.

 

 

 

 

 

 
 

SCALE 1:100 A1

 

 

GENERAL NOTES:

. NOT ALL SERVICES HAVE NECESSARILY BEEN RECORDED AND

SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE TO
LIAISE WITH THE RELEVANT SERVICE AUTHORITY PRIOR TO
COMMENCEMENT OF CONSTRUCTION TO DETERMINE THE LOCATION
AND LEVEL OF ALL EXISTING SERVICE UTILITIES. THE CONTRACTOR
SHALL BEAR THE COST OF ANY DAMAGE TO EXISTING SERVICES.

. THE CONTRACTOR SHALL OBTAIN ALL AS-CONSTRUCTED SURVEY FOR

ROADWORKS, DRAINAGE WORKS, SERVICE CONDUITS ETC. PRIOR TO
BACKFILLING. ALL SURVEY TO BE CARRIED OUT BY A LICENCED
SURVEYOR TO THE REQUIREMENTS OF THE SHIRE ENGINEER.

|. SURFACE LEVELS SHOWN ARE INTERPOLATED FROM A SPOT LEVEL

SURVEY, THEREFORE DESIGN LEVELS BASED ON THIS INFORMATION
MAY BE VARIED BY THE SUPERINTENDENT ON SITE.

ROADWORKS NOTES:

. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH IPWEAQ,

NOOSA SHIRE COUNCIL & MAIN ROADS STANDARD DRAWINGS.

. THESE DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE

LANDSCAPE ARCHITECT'S DESIGN DRAWINGS.

SEDIMENTATION CONTROL DEVICES TO BE PROVIDED IN
ACCORDANCE WITH THE ENVIRONMENTAL MANAGEMENT PLAN, AS
SPECIFIED IN DWGS ESC01 - ESC02 & AS DIRECTED ON SITE BY
SUPERINTENDENT.

. ROAD PAVEMENTS TO BE COMPACTED TO ACHIEVE A MINIMUM DRY

DENSITY RATIO (M.D.D.R.) OF 100% STD.

ALL CONDUITS TO BE IDENTIFIED BY BRASS PLAQUES ON KERB AND
CHANNEL AS PER IPWEAQ STANDARD DRAWING R-0160 U.N.O.

|. WHERE CONCRETE DRIVEWAYS ABUT KERB & CHANNEL, THE

CONTRACTOR IS TO CONSTRUCT A CROSS-OVER IN ACCORDANCE.
WITH NOOSA SHIRE COUNCIL STANDARD DRAWINGS.

. PROVIDE ENERGEX AND TELSTRA CONDUITS UNDER DRIVEWAYS &

FOOTPATHS (IF REQUIRED).

. ALL WORK IS TO BE COMPLETED IN ACCORDANCE WITH TATE

PROFESSIONAL ENGINEERS STANDARD SPECIFICATION,

ROADWORKS AND DRAINAGE SET-OUT INFORMATION IS AVAILABLE
FOR THE CONTRACTOR VIA COMPUTER MODEL PROVIDED BY TATE
PROFESSIONAL ENGINEERS. HOWEVER, TATE PROFESSIONAL.
ENGINEERS ACCEPTS NO RESPONSIBILITY FOR INCORRECT SETOUT
FROM THE DATA PROVIDED. CONTRACTOR SHOULD CONFIRM THE
CORRECT COORDINATES WITH THE HORIZONTAL CURVE DATA

LEGEND

PROVIDED ON THESE DRAWINGS.
—=—— )—_—_—— INDICATES EXISTING STORMWATER
——— T————__ INDICATES EXISTING TELSTRA RETICULATION
E/OH INDICATES EXISTING OVERHEAD POWER

 

——— s————___INDICATES EXISTING SEWER RETICULATION

INDICATES EXISTING KERB & CHANNEL
INDICATES SITE BOUNDARY

——eenremenrenmnananeneet INDICATES STORMWATER DRAINAGE

.: 150r (CBR15)
200 UM VISQUEEN pa OR seal 33.70 INDICATES FINISHED PAVEMENT LEVEL
33.70 INDICATES EXISTING LEVEL
PAVEMENT DETAIL. ~—— 8 ___ INDICATES BOLSTER JOINT - REFER DETAIL
—~—— DJ _____ _INDICATES DOWELLED CONSTRUCTION JOINT - REFER DETAIL
(—_____) _ INDICATES PROPOSED FOOTPATH AREAS
(REFER LANSCAPE ARCHITECT FOR COLOUR & FINISH)
q a Bs bs ~~ ie (__) _ INDICATES PROPOSED CONCRETE DRIVEWAY AREA
EE (REFER LANSCAPE ARCHITECT FOR COLOUR & FINISH)

 

=
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION” AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. | Design: sH
Drawn: JR i

FOR APRROVAL ] bate:

 

 

Checked:

  

20st | REFERENCE TO LOT 6OALETED R sH
Geotant | REVISED TO SUIT AMENDED NCU R Sk

 

DIRECTOR APPROVAL Datum _AHD

 

TATE PROFESSIONAL ENGINEERS PTY LTD PROJECT:
ABN. 28 086 262 035

39-45 First Avenue, Mooloolaba PROPOSED UNIT DEVELOPMENT
ro Ber sere olaba, ALD. ser at LOT 5 SERENITY CLOSE

Email: [email protected]

PROFESSIONAL ENGINEERS wet: nttoxwww.tatenetau

for CAPE BOUVARD PTY LTD

 

 

 

 

 

 

 

 

Rev | DATE DESCRIPTION py | cHKD RPEQ- 4784 ‘AM SHEET SIZE FILENAME $3000-06-56R01 dug DATE 295/11 -1'38pm - XREPs XBASES30O11

 

 

DRAWING TITLE:
DRIVEWAY LAYOUT PLAN & NOTES

 

Revision

DRAWING Ne: $3000/08/L5-6/RO1 B

Sheet
1 of 2

 

 

 

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