Appendix H Traffic Impact Assessment · RAL25/0004

 

  
 
 
 
  
   
   
 
   
   
     
         
 
 
      
       

ae

Ae

  

 
     
 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

LLL SY
(LO TRAFFICABLE
_/ BUNDIDIP

 

 

    

 

SLL, 2 44
‘> PINNED COIR LOGS TO SLOW FLOW
~ _ UNTIL TURF HAS ESTABLISHED t
aa a aa a

ea

 

  

OS

 

VON UN

  
 
 
 
 
      
  
 

7 ey
OVERFLOW WEIR. ~ \pw ° é
- TO EXISTING av Yo Loss
STORMWATER a A 109 +40.
= FIELD INLET EXISTING KERB | =
«&PATHTOBE < AY 03 | tn
REMOVED = & ‘ 2 { 4
£ - . 27 fi sP176968 | 16 } 15
LA 5 SP1769 ls 4
ICT. eraeuise0 she ; SP 76968 US sprres6s / SP176968
La ‘ & 1
S ENTRY / EXIT F PINNED COIR LOGS OR ROCK
k |. 445 _ CHECK DAMS TO SLOW FLOW
116___ja7 fig ig = ag

 

 

 

 

   
   

CATCHMENT 2
1.1ha

 

 

 

 

  
     
   
  
    
    
      
     

  
    
 

 

th ee
/

/ /
Ll
Vip frp sist
piety tidy ee

 

 

 

 

 

Se
PERMANENT
ROCK PITCHED
SWALE DRAIN

 
 

SP118458

 

DIRECT CLEAN WATER TO g
EXISTING 375 2

> 8

STORMWATER CULVERT g
COOROY CEMETERY &

0"
MCH655

 
 
 

 
 

Awe

2

 

ORDER OF WORKS (AS APPLICABLE)

1. SITE ESTABLISHMENT
a) ENTRYWAY
b) SITE OFFICE - LOCATION AT DISCRETION OF CONTRACTOR

 

2. ESTABLISH EXCLUSION / NO-GO ZONE AREAS & FENCING
3. INSTALL SEDIMENT FENCING

4. _ INSTALL CLEAN & DIRTY WATER DIVERSION DRAINS

5. INSTALL PIPEWORK & UNDERGROUND SERVICES

6. CONSTRUCT ROADS AND DRIVEWAYS

7. ALL RUNOFF TO BE DIRECTED TO APPROVED INTERIM SEDIMENT
BASIN FOR CAPTURE AND TREATMENT PRIOR TO DISCHARGE

8. LOTS TO BE PROGRESSIVELY STABILISED WITH HYDROMULCH OR
DRILL SEEDED WITH PERENNIAL AND ANNUAL GRASS SPECIES

 

 

 

 

 

IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT THE RELEVANT
AUTHORITIES TO CONFIRM THE LOCATION OF
ALL EXISTING SERVICES PRIOR TO THE
COMMENCEMENT OF EXCAVATION

 

 

 

 

 

  

 

 

 

 

S
Sy.
‘\
x x 405
eS
Kr’ x
XQ
/ =~ \
& X X
XS
®X 5
XS
er | 4
J ~ OVERFLOW — SP176968
o> WEIR TO g
\ _ EXISTING
8 RESERVE
12 4441 ip ja ACCESSRESERVE =
eS
No 110
hy
yar PEAR TREE LANE
ROAD RESERVE
oI * (UNDEVELOPED)
i a
HESBASIN2
\ Z\\e
e 2p
PINNED COIR LOGS OR ROCK
CHECK DAMS TO SLOW FLOW 2 <
4y %, .
33
56016
z
BQ
3 2
2 + % \
2
EXTENT OF EARTHWORKS CUT
EXTENT OF EARTHWORKS FILL
TEMPORARY SEDIMENT TRAP

INDICATIVE NO-GO EXCLUSION FENCING TO EXTENT OF
WORKS (EXTENT TO BE CONFIRMED BY SUPERINTENDENT)

DIRTY WATER FLOW DIRECTION

CLEAN WATER FLOW DIRECTION

COIR LOGS, PINNED, TO SLOW FLOW,

ROCK CHECK DAM.

INLET PROTECTION

—~ SD

=== 6 sees 8 == PROPOSED CLEAN WATER DIVERSION BUND
—= 8 === 5 === PROPOSED DIRTY WATER DIVERSION BUND.
== SF memes SF mmm PROPOSED SEDIMENT FENCING
10 EXISTING SURFACE CONTOURS (0.25m INTERVALS)

 

 

 

 

 

Check all dimensions before commencement of work.

£ E £ Check Site boundary dimensions from the Tile plans
8 bd 8 8 Check Building Boundary clearances by set out.
Notwithstanding the information supplied on this drawing,
SCALE 1:500 (At the location, depth and extent of underground or overhead

 

services are to be confirmed and protected on site by the
contractor prior to commencement of works.

 

‘Approved

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Checked- CT Consulting Civi & Drawing title - Project- COMMUNITY AFFORDABLE Site - Project No. 233467 Sheet No. C141
- . 7%
Design SK ___Drawn-_ SK a structural Engineers EROSION & SEDIMENT CONTROL HOUSING DEVELOPMENT 62 LAKE MACDONALD DRIVE, Digtal Ret: SMIEROSONESEONENT assy. fA
Scales- AS SHOWN COVE Y Project Management 124 uponra avenue Ph (07) 5443 7777 PLAN - PHASE 2 Cliet- NOOSA COUNCIL COOROY This Document is copyright and shall not be copied
aa | ERE | ASSOCIATES PTY LTD : PO BOX 16 Fax (07) 549 7577 without writen approval, nor shalt be used except
Document Stage APPROVAL pan 59 137 308 992 & Planning MAROOCHYDORE QLD 4556 for the Development and the Site Specified
Issue Date Deseription By E-MAIL: engineers @oovey com.au i pected,
c iat m wey OP WiUncontroledic 141 EROSION & SEDIMENT CONTROL PLAN SHEET Z.awg, Jot 7 June 2024 - 11:05 AM