23 Mossman Crt Noosa Heads - OPW19/0249 - Crossover application

 

 

 

 

DRAWING SIZE — A2

HEIGHT DATUM

LOT 76 ON RP 195806
Level Datum AHD
Level Origin PSM49981, RL 2.206m

‘Survey information provided by
"Noose Covloola Lond Surveys
Ply Lid

 

1
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LEGEND

_---777 INDICATES EXISTING SURFACE
CONTOUR AND LEVEL TO AHO.

 

 

EXISTING SURFACE SPOT LEVELS.

125 THK. DRIVEWAY SLAB ON COMPACTED
[DS] MATERIAL, sLe2 MESH, TOP 40 COVER,

FLEXIBLE JOINT AGAINST.

MASONRY /CONCRETE.

DENOTES WET TOOLED JONT TO TERRACE
‘SLAB, REFER 10 DETALS

ENOTES FORKED KEY JOINT TO DRIVEWAY
SLAB, DETAIL TO DETALS

INDICATES PROPOSED FINISHED
‘SURFACE LEVELS

 

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

 

FAGIUTES PART 1; OFF-STREET CAR PARKING

MAXMUM CROSS-FALL OF 1 io 40 ON ALL
FOOT-PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS

ALL LINE MARKING TO BE {Nv ACCORDANCE
WTH_AS 1724 MANUAL OF UNIFCRM TRAFFIC
CONTROL DEVICES & AS 2890.1 PARKING

 

 

 

CONTRACTOR TO REPAIR/REINSTATE ANY
DAMAGED AREAS OF EXISTNG FOOTPATHS,
KERB é& CHANNELS TO COUNCIL STANDARDS

CONTRACTCR 10 TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE AMJACENT THE CONSTRUCTION STE

 

 

 

 

 

 

 

NEW KERB & CHANNEL 70 BE IN_ ACCORDANCE]

 

‘WITH COUNCIL STANDARD DETALS

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SN

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,

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SITE PLAN — DRIVEWAY

Scale 1: 200

CESS.

 

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERWCES
PRIOR TO COMMENCING WORKS ON SITE, ALL
SERVICES ARE TO BE PROTECTED
‘ACCORDANCE WITH THE AUTHORITY RESPONSIBLE
FOR THE SERVICE

 

 

 

 

‘SEEK COUNCIL. APPROVAL FOR
ST -————— NON-CONPLYNG DRIVEWAY, DIMENSIONS
& LEVELS AS NOTED.

DRIVEWAY SLAB.
125mm TK WET TOOLED
‘SLB2 MESH ee ONT,
Omen TOP oe

    

  

40mm TOP COVER CUT EVERY
SECOND WIRE SOmm CLEAR
ALONG LINE OF JONT

 

16 DOWELS,
150(0) CONNOLLY B00 CARS.
KEY JOINT PROFLE, \ /

   

FROM OiNT.

 

KEY.

&X SHPT

‘oe owe MESH TO MAINTAN

CONSTRUCTION NOTES.

GENERAL:

1, DO NOT SCALE FROM THS DRAWING.

2 AL DMENSONS IN WALUMETRES

STING OUT DRENSONS A To BC CETARED FROM THE ARCHTECTRA,

FANY OSCREPRIOES BETMEN TSE DRANG ND THE ARCHTECURAL
DORAWHGS, ARE TO BE REFERRED TO THE ENGHEER MMEDIATELY

5. THE BALDER 1S RESPONSBLE FOR LOCATING ALL EASTING SERVICES
(WTA ND ABACENT THE ALLOTMENT AND SHALL BASURE THAT ALL NEW
WORKS ARE IN ACOOROANCE WITH THE ATTAQHED CRFFCAL DEPTH UME
AGRA

BIST STRATES AT FOOTPATHS AND DRIVEWAYS:

REINFORCED CONCRETE HEADWALL
EXISTING SEWER MANHOLE
EMISTING STORMWATER MANHOLE
EXISTING EDGE OF BITUMEN
ENISANG KERB de CHANNEL

NATURAL SURFACE LEVEL |B. REINFORCEMENT FABRIC TD AS 1304, PLACED CENTRAL SLAB DEPTH.
FIRE HYDRANT. 7. EXPANSION JONTS 70 BE 10mm WOE WET TOOLED WIM EVERY 2H) MESH
TELSTRA PIT eat ALONG a i hee
1
EECA. PER KE + aaeiacieniliieed
i a oe nD
eae

 

SUBGRALE PREPERATION, REFER
GENERAL NOTES

 

DETERMINED
ON-SITE
PAVEMENT MATERIALS:
125mm N25 CONCRETE PAVEMENT & PRECAST-PAVERS, $L82 MESH MIDDLE
250 THK COMPACTED ROAD BASE
~SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS /OTES

DRIVEWAY CARPARK PAVEMENT SECTION

 

NOMINAL KERB!
SETOUT LINE’

 

      

i
i
r
1
t
t
I

PAVEMENT LEVEL

 

 

Ls

SECTION ~ LAYBACK KERB & CHANNEL

 

 

 

Revision | Description Bais

"sve" FOR APPROVAL

 

 

 

 

Tile OPERATIONAL WORKS:
DRIVEWAY & ACCESS

Project 23 MOSSMAN CT

 

 

 

 

 

NOOSAVILLE
Baie Nov 2019 [awn CK Desa TH
P£ Fmt200 042 | greases
, A2 | PEO 5835
moms | 29219-OW1.1 .