Collated Planning Report · MCU14/0077

 

  

existing
street

        

exis TING
street

 

   
       
  
 
 
 
    
   
 
 

 

 

 

Concrete masonry

Inlet with grate
blocks (150 series)

 

 

 

 

 

 

 

 

 

 

 

 

12mm wire netting all sides

Lv

concrete masonry blocks
(150 series)

Overflow

 

Runoff water

with sediment [| [\

Ol —=> | alii: "" water
\ Field inlet with grate

 

 

 

 

 

 

  

 

 

 

 

exis ting

SUree

<
f

 

 

NOTE:

PROTECT EXISTING
FIELD INLET FROM
SEDIMENT INTAKE
DURING
CONSTRUCTION.
REFER DETAIL.

   

TEMPORARY CONSTRUCTION

ENTRY/EXIT SEDIMENT TRAP.
REFER DETAIL.

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Fix to top of stake with
shadecloth fastener or

[" to steel picket
tt
FL

 

 

 

 

 

 

 
  
  

      
     
 
  
 

 

 

 

 

 

 

F42 Fabric to AS1304 Geotextile Fabric Ir]
and F42 oN
Desturbed area . . 50x50 HW stake or steel
Geotextile fabric picket 1200min long
On, O
%p, Sox; verfl.
“oy, “to, low
NN or LL
~~ posts or steel pickets
driven 600mm into ground Backfill

100min vertical overlap of fabric

600max

 

Undisturbed area

 

SEDIMENT FENCE DETAIL

 

Sediment
Oo
Gravel filter, refer Grading B, Table 9
of QT Specification MRS11.05, exculde
material finer then AS sieve 2.36mm.
Ol
FIELD INLET SEDIMENT TRAP
ol Berm (300mm min height)
Geotextile fabric, a DISCLAIMER — ENSURE ORIGINAL SIZE DRAWING IS USED
O Bidum U34 or similar. FOR ASSESSMENT, TENDERING AND CONSTRUCTION.
a [Amd Description Date
Runoff from pad
a directed to sediment
trap
Gi
”
TEMPORARY CONSTRUCTION ENTRY/EXIT |
SEDIMENT TRAP |
|
a) ! Issue Notes Date
PERIMETER SEDIMENT FENCE. ‘ For Development Approval] X 21-05-14
REFER DETAIL. | For Building Approval x 21-05-14
| For Tender
Ql ° For Construction
| As Constructed
|
|
a
wl E
|
|
m mm > mH. a mH > m. m. a mH m m am aa . m. > . a io mH L-, 1 Meh
Se ee ee ees Hydraulic
|
|
~ . . >)
contact: Reinhold Koenning MiEAust RPEQ No 7023
” PO Box 181

Moffat Beach, QLD, 4551
email: [email protected]

PH: (07) 5491 4333 FX: (07) 5491 4233

 

 

 

(>> /—) CLIENT :
{ [| \ s s [| \

 

 

 

 

 

 

 

 

 

 

 

 

LI) LI) WILSON CLARK CONSTRUCTIONS
ARCHITECT :
LL COOL ARCHITECTURE J
(PROJECT: 10/100 RENE STREET >
NOOSAVILLE
i DRAWING TITLE:
| \
EROSION
AND
oO SEDIMENT
CONTROL PLAN
o Design| RK. | checked | Cro [Date 21-05-14 | Dwg, No. AMD.
\ Scale: 1: 100 ON At UN.o.| 5 of 6 2864-—OP5 JA
RPD:— LOT 10 SP 230643