Scg 0218 - Civil Issue 1 - 10.04.2024

 

 

DRAWING SIZE — Al

 

Level Datum AHD
Level Origin PM 104859

 

HEIGHT DATUM
LOT 158 ON CP 852092

Driftwood Dr, Castaways Beach

EES

24

 

 

KE

EX. SWPT EXISTING STORMWATER PIT

EX. SMH — EXISTING SEWER MANHOLE

EX. SCP EXISTING SEWER CONNECTION POINT
E.0.B. EXISTING EDGE OF BITUMEN

K&Cc EXISTING KERB & CHANNEL

N.S.L. NATURAL SURFACE LEVEL

F.H. FIRE HYDRANT
TP TELSTRA PIT
EP. ELECTRICAL PILLAR

KERB EXISTING KERBING
RCEW REINFORCED CONCRETE END WALL

SV STOP VALVE
WM WATER METER
LEGEND
418.0 EXISTING SURFACE SPOT LEVELS.

EAU INDICATES DIRECTION OF FALL

oA TO FINISHED SPOON DRAINS.

RAMP. INDICATES DIRECTION OF RAMP UP OR

oa—— SS

L_]

— sw/ex

DOWN AS INDICATED

EXISTING DRIVEWAY SLAB/PAVEMENT.

INDICATES OVERHEAD ELECTRICITY
SUPPLY LINE

INDICATES EXISTING SEWER LINE

INDICATES WATER MAIN APPROX
ALIGNMENT, BUILDER TO CONFIRM EXACT
LOCATION PRIOR TO WORKS

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

INDICATES STORMWATER DRAIN EXISTING
AS NOTED

 

 

 

www.dialbeforeyoudig.com.au

 

BEFORE YOU DIG

 

 

 
 
  
   

SEEK COUNCIL APPROVAL FOR
NON-COMPLYING DRIVEWAY,
DIMENSIONS & 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

 

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

 

159

CP882292

    
  
 
  
  
  
  
  

POS

 

 

 

 

 

 

oF) 8

B85 Vehicle (Realistic min radius) (2004)
Overall Length 4.9
Overall Widt 1.8
Overall Body Height 1.4
Min Body Ground Clearance 0.4
Track Width 1.7

4.0

5.7

33333

Lock—to—lock time, .
Curb to Curb Turning Radius

tS

cote
ltr

B85 Ground Clearance (2004)
Overall Length

Overall Widt .

Overall Body Height

Min Body Ground Clearance
Track Width :

Lock—to—lock time, .
Curb to Curb Turning Radius

OR-OR?r
QON>AWO
SSNNNNI=
85 GO=50

33333

3

EXISTING
DRIVEWAY

 

157

CP852092

ao

SITE PLAN — DRIVEWAY & CROSSOVER PLAN

Scale 1: 100

ALL LINE MARKING TO BE IN ACCORDANCE

WITH THE QUEENSLAND MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES & A.S 2890.1

PARKING FACILITIES PART 1: OFF-STREET CAR

PARKING

NEW KERB & CHANNEL TO BE IN ACCORDANCE
WITH IPWEA STANDARD Drg. SEQ-RS-080 &
COUNCIL STANDARD DETAILS

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

ib

 

  

   

Mie

B85 VERTICAL CLEARANCE CHECK

 

 

B85 VERTICAL CLEARANCE CHECK (LOW VEHICLE)

Elevation

  

     

 

 

 

 

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. MINIMUM CONCRETE THICKNESSES:

 

PAVEMENT (VEHICLES):
FOOTPATHS:

125mm U.N.O.
100mm U.N.O.

 

 

3. CONCRETE IN ACCORDANCE WITH AS360 AND AS1379

AND MINIMUM STRENGTHS AS FOLLOWS:

 

PAVEMENT (VEHICLES): 32 MPa

 

 

FOOTPATHS: 25 MPa

 

4. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
5. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL

SLAB DEPTH.

6. MAX. 1 in 40 CROSSFALL (ACCROSS) ON FOOTPATHS.

7. EXPANSION JOINTS AS NOTED (T.J.) ON PLANS 10 BE
10mm WIDE WET TOOLED WITH EVERY 2ND MESH WIRE CUT

ALONG JOINT. REFER DETAIL.

8. ONE ACCESS POINT PERMITTED FOR EACH ALLOTMENT.
9. FOR CURVED DRIVEWAYS, MAXIMUM GRADES APPLY TO

INSIDE EDGE OF CURVE

10. ALL EXISTING SERVICES TO BE LOCATED AND PROTECTED

AS REQUIRED PRIOR TO WORK COMMENCING

EXISTING SURFACE
SHOWN DASHED.

   

 

 

 

& 5 5 & &
Design Line Segment Lengths 5 é 3 6 é é
3.37 2.42 2.02 2.48 3.10 |
Design Line Grade & Level E & & E & E
lo | les | lo
EXISTING S.L. — 2 = | 2
ol ol |
CHAINAGE — S S| 4

 

 

 

 

 

 

 

 

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

 

 

CONTRACTOR TO REPAIR ADJACENT THE
CONSTRUCTION SITE KERB, FOOTPATH OR
ROAD RESERVE IF ANY DAMAGE IS SUSTAINED
DURING CONSTRUCTION. GRASSED AREAS ARE
TO BE RE TOP SOILED AND TURFED.

 

PV EXISTING DRIVE - (1)

 

 

 

Revision Description

 

Date

 

Iss

* FOR APPROVAL

 

DO NOT SCALE FROM THIS DRAWING

The design and associated details contained on this and associated
drawings are copyright and are not to be used or reproduced without
the written permission of SCG Consulting Engineers.

 

SCG HOLDINGS PTY LTD T/

C) S06

Unit 1/11 Project Ave,
Noosa Heads

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

web:www.scg-engineers.com
[ABN 68 689 675 790

 

Title:

PLAN

DRIVEWAY & CROSSOVER

 

Project

14 DRIFTWOOD DRIVE
CASTAWAYS BEACH

 

 

 

 

 

Date: Apri 24 Drawn LR Design 1H
. Checked: Drg No. Rev
1:200 @A3 [Trenton | O218 —OW1.1) .