Driveway Engineering (1)

 

DRAWING SIZE — A2

 

HEIGHT DATUM

LOT 91 ON N21847?
Level Datum AHD
Level Origin OPM 38211?, RL 2.827

Survey information provided by
Hass Survey, Philip Hass
Registered Surveying Associate

  
   
     
     
  

DIMENSIONS AS NOTED

& LEVELS AS NOTED.

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

SERVICES ARE TO BE PROTECTED IN

ACCORDANCE WITH THE AUTHORITY RESPONSIBLE
FOR THE SERVICE

 

LEGEND

_-——__ INDICATES EXISTING SURFACE

CONTOUR AND LEVEL TO AHD.

%
2

+ EXISTING SURFACE SPOT LEVELS.

125 THK. DRIVEWAY SLAB ON COMPACTED
MATERIAL, SL82 MESH, TOP 40 COVER,
FLEXIBLE JOINT AGAINST

MASONRY /CONCRETE.

(Tu) DENOTES WET TOOLED JOINT TO TERRACE
SLAB, REFER TO DETAILS

—i*/_._ DENOTES FORMED KEY JOINT TO DRIVEWAY
SLAB, DETAIL TO DETAILS

tat. INDICATES DIRECTION OF FALL TO FINISHED
SURFACE LEVEL 1:100 Min.

 

www.dialbeforeyoudig.com.au

DIAL1100

BEFORE YOU DIG

 

 

 

 

 

   

DRIVEWAY CROSSOVER GENERALLY IN
ACCORDANCE WITH IPWEA STD DRG RS-049 &
R-050 AND COUNCIL REQUIREMENTS.

SEEK COUNCIL APPROVAL FOR
NON-COMPLYING DRIVEWAY, DIMENSIONS

ALL LINE MARKING TO BE IN ACCORDANCE
WITH A.S 1724 MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES & A.S 2890.1 PARKING
FACILITIES PART 1: OFF-STREET CAR PARKING

 

 

MAXIMUM CROSS-FALL OF 1 in 40 ON ALL

FOOT—PATHS AND INTERNAL PEDESTRIAN
PATHS AND RAMPS

NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH COUNCIL STANDARD DETAILS

 

CONTRACTOR TO TOPSOIL AND TURF ANY
DISTURBED OR DAMAGED AREAS OF THE ROAD
RESERVE ADJACENT THE CONSTRUCTION SITE

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EXISTING POOL

 

 

 

 

 

 

 

 

 

CONTRACTOR TO REPAIR/REINSTATE ANY

 

DAMAGED AREAS OF EXISTING FOOTPATHS,
KERB & CHANNELS TO COUNCIL STANDARDS

 

 

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% EXISTING BLOCK FENCE
, -
RP BOUNDARY
SITE PLAN — DRIVEWAY & ACCESS
Scale 1: 100
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si 1.5m (Min) © 1 in 8
wm In In
== Oe is DRIVEWAY SLAB
& 125mm THK WET TOOLED
SLB2 MESH

 

 

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SAW CUT AND
BREAKOUT — GALV R16
BACK OF KERB 400 (L) @

   

DOWEL SAND BED

450 CTRS

RESIDENTIAL CROSSOVER — LAYBACK KERB

--sT

\ contrat
50mm COMPACTED JOINT.

40mm TOP COVER

  
    
   

LLLLLLLLL LX,
CONTROLLED FILL

CONTROL JONT. £
[ 7

  

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

 

Date: Aug 2021 Drawn: TH Design: TH
(TJ) TOOLED JOINT RESIDENTIAL ee =
Rana —t_}—1_jm1:100 @ A2 | reg 5855 4 31210-OW1| .

KE
EX. SWPT EXISTING STORMWATER PIT
RC. HW. — REINFORCED CONCRETE HEADWALL
EX. SMH — EXISTING SEWER MANHOLE
EX. SWMH = EXISTING STORMWATER MANHOLE
E.0.B. EXISTING EDGE OF BITUMEN

K&C EXISTING KERB & CHANNEL
N.S.L. NATURAL SURFACE LEVEL
FH. FIRE HYDRANT

TP TELSTRA PIT

EP. ELECTRICAL POWER POLE

KERB EXISTING KERBING

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 TO 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 N32 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

 

125
T

 

250

 

 

 

Cc Z

 

  

7¥” SUBGRADE PREPERATION, REFER
GENERAL NOTES

 

DEPTH
DETERMINED
ON-SITE

PAVEMENT MATERIALS:

-125mm N25 CONCRETE PAVEMENT & PRECAST—PAVERS, SL82 MESH MIDDLE
-250 THK COMPACTED ROAD BASE

—SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS/NOTES

DRIVEWAY CARPARK

NOMINAL KERB __!
SETOUT LINE

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5
a
2
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150

155
265

 

 

PAVEMENT SECTION

 

4
125

 

 

 

 

275

 

|
|
| 325

 

SECTION ~ LAYBACK KERB & CHANNEL

(TYPE M1 KERB & CHANNEL IN ACCORDANCE
WITH COUNCIL STD DRG. RS-080)

 

 

 

Revision | Description

 

Date

 

 

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]

Issue: FOR APPROVAL

=
C) SCG ee:

DEBUILD T/A

 

Title: OPERATIONAL WORKS:
DRIVEWAY AND ACCESS PLAN

 

Project 21 Wesley Court
Noosa Heads