Planning report 3032stage 6

 

 

 

Sm RIPARIAN BUFFER FROM INVERT

Sm RIPARIAN BUFFER FROM TOP OF BANK

PII tom RIPARIAN BUFFER FROM TOP OF BANK
ee eee
SET TTETETE TTT

LOT OR INFRASTRUCTURE INSIDE RIPARIAN BUFFER
(TOTAL AREA 340 SQUARE METRES)

ADDITIONAL RIPARIAN BUFFER OFFSET (PRELIMINARY AREA

 

 

 

 

 

 

 

   

 

        

580 SQUARE METRES, SUBJECT TO FLOOD MODELING) WESTERN TRIBUTAR}
EXISTING TOP OF BANK Jf
/
Fono0 FINAL Q100 WESTERN BANK — RIPARIAN BUFFER AREA
———--——— PROPOSED LAY BACK TYPE INVERT LINE KERB & el eaten ed
- y 1 PLANT/1.5m?. CURRENTLY RIPARIAN AREA
CHANNEL M1 TO IPWEAQ STD DWG R-0080 ‘ An/ ae OF BANK LIMITED TO GRASS
== §W—=— propose STORMWATER PIPE Jf! 2 NATURE VEGETATION PRESENT ON BANKS
+ -=R— PROPOSED INTERLOT DRAINAGE PIPE WITH fo = Fo
RAINGARDEN , ee
* —— PROPOSED INTERLOT DRAINAGE PIPE _/ 5 ACTIVE a
WITH PITS / PARKLAND a

   

685m? Il

PROPOSED BIORETENTION BASIN J.

(omeg PROPOSED VEGETATED
BIO-RETENTION SWALE

YL, NINOR CHANNEL

“ INVERT PROFILING
——— nL Pe

 

 

 

 

 

 

 

 

 

 

 

[RIPARIAN BUFFER AREAS
| INFILL PLANTING TO
|| ACHIEVE PLANT DENSITY
| OF 1 PLANT/1.5m?

 

 

\y EASTERN TRIBUTARY

   
 
 
 
 
 
  
 
   
   

     

 

 

 

USED FOR START

RIPARIAN MAPPING DOWNSTREAM
OF THIS POINT, STREAM BANK

 

 

OF BUFFER

 

    
 

15
PREVIOUS BOY

    
     
     

 

     
 
 
 
 
 
  
   
  
  
 
  
 
 
   

STAGE 5
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[3m WIDE CLEAR AREA

BEHIND LOTS FOR

 

 

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EASTERN BANK — RIPARIAN BUFFER AREA CY ES
PLANT 70% OF AREAS TO ACHIEVE PLANT
DENSITY OF 1 PLANT/1.5m?, REMOVE WEEDS &
7 T £ Eo
ee i Cx
ef 12
6 a

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EVIOUS BDY

  

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NO RIPARIAN MAPPING DOWNSTREAM
OF THIS POINT, STREAM INVERT |.
USED FOR START OF BUFFER)

a

Ni

 

 

 

 

 

PURPLE_AREA — INFILL PLANTING
REQUIRED FOR 30% OF AREA TO
ACHIEVE 1 PLANT/1.5m?

 

 

 

= 27>

 

Callaghan & Toth )

Civil, Environmental &
| Hydraulic Engineers

\i
Ni PO BOX 2305
| \\ NOOSA HEADS 4567
Al 8/41. Sunshine Beach Rood
“===])"" Phone 54749081, Fox 54749041

‘www.callaghanandtoth.com.au

 

designed | ADT | datum AHD DERIVED

 

drown BM

 

 

PSM *
checked _| AH Origin (B.M.) RL *

 

approved

 

| |

 

SURVEYED _BY
MAX WATTERSION é& ASSOCIATES
PHONE 54 426 121

_ a

project

PROPOSED 31 LOT SUBDIVISION
55 LAKE MacDONALD DRIVE
COOROY

$$ $$

Client

VALKEV PTY LTD

—_—_?_ um i i Y

(Coe

RIPARIAN ZONES STAGE 3 & 5

NS
——_————seee—e—v—v——|

LOT 136 on MCH978

Parish of TEWANTIN

County of MARCH

SUNSHINE COAST COUNCIL
Locality of LAKE MacDONALD

Ne

pF!
SCALE

 

0.5 10 15 20 2 eters. 50

 

scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
1:1000(A3) DO NOT SCALE FROM THIS DRAWING
. USE ONLY DIMENSIONS PROVIDED

 

 

REVISIONS

 

FILES

 

COMPUTER DIRECTORY

 

X:\JOBS\CT Projects in progress\1225 30 lots
lake MacDonald _Drive\Design\\Current_ DWG—BASE

 

PRELIMINARY

 

Sheet 1 of 15 sheets

 

drawing number

1225-33

 

 

 

date 10-3-14 S/S