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Civil Plans SCG 31131-OPW-2022.04.05.pdf

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    .26                   .2   6
  15                   15
 WM                   WM
WM                   WM




           P
           NO
           PARKING




     .26
  15
 WM
WM




                                                     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]
 

 

DRAWING SIZE — At

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
     

 

 

  
 
  
 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
     
   
 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

RP71151
PD Pf Le i
—_—— — ee ay 3 |
f T |
fT yi LLY PTT gr ! Y
| 7
THO! THo2 THOS THOS THo7 THo8 THO Z
FFL: 15.900 FFL:15.500°| FFL:15.500 FFI: 14.000 FFL:13.400 | FFL: 13.400 FFL: 12,600 f FFL:15.900 ”
FPL:15.750 7 Moen iy FPL: 13.850 FPL: 14.250 | FPL: 14.250 FPL: 12.450 | FPL:15.750 7
Ye U 4
(is Wy Z / 4 Y | YJ
== Ear (Fao Ae 4 Ea
Ll eT ae ee ee 4
a) a, LOT 100
cy RP106085
r TH? ] I, THI3 / 7 r
FFL: 16.600 ry “ery. FFL: 16.600 TW
FPL: 16.450 | © EE 8 / FPL: 16.450 Wy
/ FPL: 16.350 4 /
Z | | ! V, L ! / | /
7, ) ! : ! : —=——- = 7, ; 4
wt ! ! | ! : ue | 17a
a t c +
/ FFL: 16.600 | | tr. | | Tio | / FFL: 16.600 |
/ ui / FPL: 16,450 | Wyyyz, PL 16.490 ! FFL: 15.000 © / I / |e FPL16.450 AM I
/ Pl | | - FPL: 16.350 ! FPL 14850 s
a | . ( ] PROVIDE “NO PARKING” SIGN
Ae wna 44 THIS \\ Y AND LINE MARKING FOR
ill 7 FFL:16.600 H 4 | 7” FFL16.450 ‘ a FrL:15.000 TURNAROUND BAY SITE PLAN — WCV VEHICLE BIN COLLECTION POSITIONING PATH
/ TT / LOT 99
/ / FPL: 16.450 1 Vi | FPL: 16.550 | FPL: 14.850 “| RP106085 Scale 1 : 250
; 1 fH | l
J “ | | { ! | i |
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7 APT20 / oe I , | 6 |
AMT Fei9u0 (a SS tea | “) 7
7 : . | NO SN ° ° . A
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be sos -
LOT 1
RP129020 B99 Vehicle {Realistic min radius) (2004),
vera en : mM
Overall Widt 1.940m
Gverall Boe Hei nt b858m
in oO roun eardance . mM
SITE PLAN — B99 REVERSE & WCV EXIT VEHICLE EXIT PATHS Track Width ; 1.840m
Scale 1: 250 Lock—to—lock time. ; 4.00s
Curb to Curb Turning Radius 6.250m

 

 

 

 

 

 

 

 

 

    
     
   
 

 

 

 

 

 

 

 

     
  
        
  
  
  

   
  

  
    

  
 
    
   

 

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FFL: 15.900 FFL:15,500./. FFL:15.500 | FFL:15.050 WO a3 og {0 Me —
19. 15. 19. ‘15, 14, 13, FFL: 12.600 a
FPL:15.750 | FPL:15.350-|. FPL:15.350 | FPL: 14.90 foe poe 14.950 aie te. ws arg =

 

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Y
; Cleanaway Rear Load

 
   
 
 
 

  
 
 

  
 
 
 
    
 

 
 

 

 

 

        

 

 
 
 

 
 
 

   
 
 

 

     
     

 

 
     
 

 

 

 

 
      
  

 

 

 
 
 

 
 
 
 

 
   

 

STE Overall Length 10.100m
eee eee Overall Widt ; 2.500m
/ LOT 100 Wveral foe Hel mt 3 334m
in Bo roun earance 304m
= _ / o RP106085 Track Width 2.500m
eee SS o = oe Lock—to—lock time. 2.00s
: Curb to Curb Turning Radius 8.750m
FFL: 16.600 16.450 . _
ma mea Fae
Tate
FFL: 16.600 mH mm —
: FFL: 16.450 . YA THO /Ayy THOS AL THOA
FPL: 16.450 FPL: 16.350 tees 100 FFL:15.500 | FFL:15.500 | FEL: 15.050 fe
750 FPL: 15.350 FPL: 15.350 FPL: 1 4.90 Revision | Description Date
| “i, Y Issue:
wns Ce 4 a | LS FOR APPROVAL
FFL: 16.600 “* FEL 16.450 . / LZ VY
/ FPL: 16.450 FPL: 16.350 FPL 19.000 LOT 99 Lip Li,

 

 

 

 

 

 

 

 

    
  

     
  

   

 

 

 

 

FPL: 14.850 prroscas = aiaial a — DO NOT SCALE FROM THIS DRAWING

\
\.
St. Z, The design and associated details contained on this and associated
Cleanana Rear Load drawings are copyright and are not to be used or reproduced without
| the written permission of SCG Consulting Engineers.
|

 

 

 

 
 
 

     
 
 

 
 

APT20 4
FFL:16.600
FPL: 16.450

< ae (|
7. is trl -1a i |

THI2

FFL: 15.000

Unit 1/11 Project Ave,

PS Noosa Heads
Ph (07) 5455 5604

   

 

email:[email protected]
web:www.scg-engineers.com
ABN 40 098 481 299

 

 

DEBUILD T/A

 

 

 

 

 

 

 

Title:
gP129020 SITE PLAN — B99 & WCV PASSING PATHS VERICLE MOVEMENTS PLAN
Scale 1: 250
Project
SITE PLAN - B99 & WCV ENTER é& REVERSE VEHICLE ENTRY PATHS 89-93 Eumundi Noosa Rd,
Scale 1: 250 NOOSAVILLE
Date: Apri 22 Drawn SR Design SR

 

 

Rev
.

 

 

 

0 5 tom Checked: Drg No.
oS 1:250 @ AI §
1:500 @A3 8 Richerdson 51131 -OW4.1

 

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