SCG 31131-Civil Issue 6-2022.03.09.pdf

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                                                     Issue:




                                                                              Unit 1/11 Project Ave,
                                                                              Noosa Heads
                                                                              Ph (07) 5455 5604




                                                     DEBUILD T/A
                                                                              email:[email protected]
                                                                              web:www.scg-engineers.com
                                                                              ABN 40 098 481 899




                                                         Title:




                                                        Project




                                                        Date:       Drawn                Design

                                                         Checked:   Drg No.                        Rev.




                                   Rev. - 10.06.16


[OCR of page images]
 

 

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LOT 1
RP129020

SITE PLAN — B99 REVERSE & WCV EXIT VEHICLE EXIT PATHS

Scale 1: 250

 

 

 

 

 

 

 

 

 

    

      
     

   

  

 

 

 

 

FFL: 15.900 FFL: 15.000 FFL: 15.000 FFL: 15.050

   

   

FFL: 12.600

rota

 

 

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> FRL16.450 7 _FFL:15.000 -

  

LOT 99
RP106085

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LOT 1
RP129020

SITE PLAN — B99 & WCV ENTER & REVERSE VEHICLE ENTRY PATHS

Scale 1: 250

, / Y 5
I |
‘ | AND LINE MARKING FOR

   
 

LOT 100
RP106085

PROVIDE "NO PARKING” SIGN

LOT 100
RP106085

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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To

 

SL/

SITE PLAN — WCV VEHICLE BIN COLLECTION POSITIONING PATH

Scale 1

Rev A

FFL: 15.000
Y

 

 

 

 

 

EN,

 

: 250

 

B99 Vehicle (Realistic min radius) (2

Overall Length

Overall Widt

Overall Body Height

Min Body Ground Clearance
Track Width .
Lock—to—lock time. ;
Curb to Curb Turning Radius

 

 

 

 

 

 

 

 

ren a he

Cleanaway Rear Load

Overall Length

Overall Widt

Overall Body Height

Min Body Ground Clearance
Track Width .
Lock—to—lock time. .
Curb to Curb Turning Radius

 
       

     
 

4

4,
FFL: 15.000 FFL: 15.050

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. Cleanav Re Load

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SITE PLAN —

Scale 1: 250

ct Ye TU i C

 

 

B99 _& WCV PASSING PATHS

1:250 @ Al
1:500 @ A3

 

 

 

 

004)
5.200m
1.940m
1.878m
0.272m
1.840m
4.00s
6.250m
10.100m
2.900m
3.751m
0.304m
2.900m
2.00s
8.750m
Cc THO6/07/08/09 REVISED 09.03.22
B BINS RELOCATED TO FRONT OF SITE 22.02.22
A WCV PASSING INFORMATION 11.02.22
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.

 

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 299

C) S06

DEBUILD T/A

 

Title:

VEHICLE MOVEMENTS PLAN

 

Project

89-93 Eumundi Noosa Rd,
NOOSAVILLE

 

Date: Drawn Design

May 21 SR

 

 

SR

Checked: Drg No. Rev
Famaen |! (O31 -C7.1) ©