28045-DR1 · MCU18/0048

 

 

DRAWING SIZE — A2

—EX. SMH
~~

     

OUTLINE OF ALLOWANCE FOR
FUTURE 1.2m (W) CONCRETE
FOOTPATH.

 

2 RP. BOUNDARY

      

 

 

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PROVIDE SMOOTH JOINT TO NEW
PAVEMENT (NO TRIP HAZZARD).
MAX 1 in 40 CROSS FALL IN
DRIVEWAY WHERE FOOTPATH
TRAVERSES.

“RP. BOUNDARY ~~

INDICATES BATTTERED BANK @
1 in 3 MAX. SLOPE. LANDSCAPE
TO PREVENT EROSION.

SITE PLAN — DRIVEWAY SETOUT & JOINTS

Scale 1: 150

 

APPROX. EXISTING

GROUND LINE. PROPOSED NEW

DRIVEWAY SURFACE. ARAKOON

CRES.

PROPOSED GARAGE
RL 32.550

34.00
33,00
32.00—}— Eas

31.00} —
30.00

34.00
33.00

 

RP. BOUNDARY _

 

 

 

  

 

 

 

Elevation
Elevation

 

LAYBACK KERB
& CHANNEL

 

EXISTING S.L.
PROPOSED LEVEL
CUT/FILL
CHAINAGE

352.67

 

52.40} 33.05
32.19 | 52.29
51.69 | 52.15
S118 | 31.49

32.501

 

 

10.00 | -0.46
12.50 |-0.30

 

 

 

 

 

 

 

 

02.50 |-0.65
05.00 | -0.37
07.50 | -0.10

 

(4 _DRIVEWAY LONG SECTION
LET Seale 1: 150

 

 

www.dialbeforeyoudig.com.au

Ton’
(KS) DIAL 1100

 

ALL SERVICES SHOWN ON THIS PLAN INDICATIVE
ONLY CONTRACTOR TO LOCATE ALL SERVICES
PRIOR TO COMMENCING WORKS ON SITE. ALL

  
  

SERVICES ARE 10 BE PROTECTED IN
ACCORDANCE WITH THE AUTHORITY
RESPONSIBLE FOR THE SERVICE

 

 

 

 

 

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KEY
EX. SMH — EXISTING SEWER MANHOLE.
K&Cc EXISTING KERB é& CHANNEL
TP TELSTRA PIT
WM. WATER METER

HEIGHT DATUM

LOT 780 ON RP 48111
Level Datum AHD
Level Origin PM44265, RL 27.686m

Survey information provided by
Max Watterson & Associates

  

ARAKOON' CRES

 

     

R.P. BOUNDARY

SITE PLAN — DRIVEWAY LEVELS

Scale 1: 150

 

 

DRIVEWAY CROSSOVERS IN ACCORDANCE WITH
IPWEA STD DRG R-0050 AND COUNCIL
REQUIREMENTS

 

 

MAXIMUM CROSS-FALL OF 1 in 40 ON ALL
FOOT—PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS

 

 

 

 

 

 

 

 

 

 

 

 

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8

7 s

igi ye SUBGRADE PREPERATION, REFER
ciZ% 2] GENERAL NOTES

DEPTH
DETERMINED
ON-SITE

PAVEMENT MATERIALS:

—125mm N25 CONCRETE PAVEMENT, SL82 MESH MIDDLE

-100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST
—SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS/NOTES

DRIVEWAY CARPARK PAVEMENT SECTION

_ 50h 5

R16 DOWELS,

150(D) CONNOLLY 800 CTRS.

KEY JOINT PROFILE. {\

fear HZ

          

SLAB.

    
  

FROM JOINT.

KJ) DANLEY KEY JOINT DETAIL

 

DRIVEWAY SLAB
125mm THK WET TOOLED Ec
SL82 MESH CONTROL JOINT.
40mm TOP COVER ~\ / N

CONTROLLED FL

        

t
LOWER SLAB MESH TO MAINTAIN
40mm TOP COVER CUT EVERY
SECOND WIRE 50mm CLEAR
ALONG LINE OF JOINT

ONTROLLED

 

funnnj-———~+~__ > Pm1:100 @ AQ =

125 THICK ——_ FE

STOP MESH 50mm TT

CONSTRUCTION NOTES

GENERAL:

1, DO NOT SCALE FROM THIS DRAWING.

2. ALL DIMENSIONS IN MILLIMETRES

3. SETTING OUT DIMENSIONS ARE TO BE OBTAINED FROM THE
ARCHITECTURAL DRAWINGS.

4, ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE
ARCHITECTURAL DRAWINGS ARE 10 BE REFERRED TO THE
ENGINEER IMMEDIATELY.

5. THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING
SERVICES WITHIN AND ADJACENT THE ALLOTMENT AND SHALL
ENSURE THAT ALL NEW WORKS ARE IN ACCORDANCE WITH THE
ATTACHED CRITICAL DEPTH LINE DIAGRAM.

FOOTPATHS AND DRIVEWAYS:

1, EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL

2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
3. CONCRETE DRIVEWAY TO BE 125mm THK. EXCLUDING ANY
FINISHED TREATMENTS, EG. STAMPING

4, CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m

5. CONCRETE N25 IN ACCORDANCE WITH AS 1379 AND AS 3600
6. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB
DEPTH.

7. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH
EVERY 2ND MESH WIRE CUT ALONG JOINT.

8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.

9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO INSIDE
EDGE OF CURVE

10. ALL SERVICES TO BE LOCATED AND PROTECTED AS
REQUIRED PRIOR TO WORK COMMENCING

LEGEND

_--~~ INDICATES PROPOSED SURFACE

48077 CONTOURS AND LEVELS TO AHD.

INDICATES FINISHED SURFACE GRADE
EXISTING SURFACE SPOT LEVELS.

INDICATES DIRECTION OF RAMP UP OR
DOWN AS INDICATED

DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DETAILS

RAMP, wx.

DENOTES SAWN CUT KEY JOINT TO
DETAIL

DRIVEWAY SLAB/PAVEMENT. REFER TO
NOTES AND DETAILS FOR THICKNESS AND
REINFORCING.

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

 

INDICATES EXISTING SEWER LINE

INDICATES TELSTRA LINE APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

 

 

Revision | Description Date

 

 

 

Issue: PORISARERONOAL

 

vy SCG Unit 1/11 Project Ave,

DEBUILD TA

 

Noosa Heads
Ph (07) 5455 5604
Title: DRIVEWAY PLANS, SECTION
& DETAILS

 

‘[email protected]
web:www.scg-engineers.com
Project Lot 728 Arakoon Cres.
Sunshine Beach

 

Date: Apr 2018 | Drawn: CK | Design: BH
fi

 

 

 

 

 

| Checked: Drg No.
RPEQ 5835 -
S Richardson 28045-DR1 .