1225-44A

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

 

LEGEND STAGED WORKS

 

 

STAGE 1 WORKS AREA - OPW13/0417

 

 

STAGE 2 WORKS AREA — OPW13/0616

  
  

 
     

STAGE 3 WORKS AREA

STAGE 4 & 5 WORKS AREA

 
 
  

 

 

ROAD IS TOO FLAT FOR KERB, INSTALL TYPE 22 CONCRETE INVERT
2m OFF EDGE OF SHOULDER. TURF EITHER SIDE OF INVERT.

 

 

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LEGEND: a
Callaghan & Toth
sw PROPOSED STORMWATER PIPE Civil. Envi al &
Ivul, Environmenta!
+ <q PROPOSED INTERLOT ORAINAGE PIPE. WITH Hydraulic Engineers
= RAINGARDEN y ee oe ass
+ «PROPOSED INTERLOT DRAINAGE PIPE NOOSA HEADS 4567
WITH PITS i! 8/41 Sunshine Beach Road

Phone 54749081, Fox 54749041

=|
| | www.callaghanandtoth.com.au

PROPOSED BIORETENTION BASIN

 

 

 

 

 

 

 

 

TO TYPICAL DETAIL FIGURE 4.2 N designed [ADT | datum AHD DERIVED
drawn BM PSM *
— PROPOSED BIORETENTION SWALE checked | AH | Origin (BM) RL *
(== ; TO SECTION ON PLAN 1225-44 | |
SR PROPOSED GULLY PIT WITH approved
= SURVEYED BY

BIORETENTION MAX WATTERSION & ASSOCIATES

a EXISTING/PROPOSED FLOW DIRECTION PHONE 54 426 121
———--——— __ PROPOSED LAY BACK TYPE KERB M1/M4 TO —_ )
IPWEAQ STD DWG R-0080 Project
PROPOSED FLUSH KERB ER2 TO IPWEAQ STD PROPOSED 57 LOT SUBDIMSION
DWG R-0080
55 LAKE MacDONALD DRIVE
—— Fa100 —— FINAL Q100 COOROY

EXISTING TOP OF BANK

13733 EXISTING TREE

EXISTING FLOWS TO ADJACENT LOT ARE ATTENUATED TO
PRE—DEVELOPMENT LEVELS BY REMOVING Q5 FLOW 10
BIO—RETENTION BASIN FOR TREATMENT. OVERLAND FLOW
CONTAINED BETWEEN LOTS 39 &40.

— ©

|
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iatan ata tater

EXISTING TREE LINE

 

 

title
STAGE 1,2,5 & 4 STORMWATER

MASTER PLAN

_————

 

37 LOT 136 on MCH978

36

 

 

 

 

SAG PITS TO TAKE Q5, OVERFLOW TO “ Parish of TEWANTIN
FLOW PATH BETWEEN LOTS 39/40
ow Par ore be f-— County of MARCH

SUNSHINE COAST COUNCIL
Locality of LAKE MacDONALD

 

 

 

 

En

_————
SCALE

 

0.5 10.15 20 25 Meters 50

 

 

 

 

scale SCALE SHOWN IS ORIGINAL DRAWING SCALE

 

TO CATER FOR ADJACENT

 

INTERLOT STORMWATER PITS |]

 

 

 

 

STAGE 4

  
 

DO _NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED

 

1:1000(A3)

 

 

 

 

 

 

 

 

 

 
 

 

RP206856

 

LOTS 3 & 4 RP206856 55 arson
a > I
~ <jowy revision
BUS STOP HARDSTAND TO TRANSLINK "INTERMEDIATE STOP’ SS Fee ¢ A |_REVISED BUS STOP

REQUIREMENTS. 8mx3.5m CONCRETE HARDSTAND 150mm
ABOVE GROUND LEVEL. WIDEN SHOULDER TO 3m WITH
TAPERS IN ACCORDANCE WITH TRANSLINK REQUIREMENTS.

 
 
 
 

 

 

—| 0.80 --1.20 ++ 1.00

 

 

TS2000 SAND
+TUBE STOCK

 

 

+ 1.20 | \fawo KERB

ROAD EDGE

 

 

 

TOPSOIL & TURF

@8/sqm 0.25

 

MULCH & REVEGETATION|

 

0.1m DEEP COARSE SAND

 

 

 

TRANSITION LAYER (0.5mm-2mm)}——_—L—

AS \ tay

 

 

 

 

 

0.15m MINIMUM DEEP 5-2mm WASHED SCREENINGS &

SLOTTED RIGID SEEPAGE PIPES & 0.5% MIN GRADE.

 

 

 

 

 

a

 

SCALE NTS.

<5%

LINED BIO SWALE

   
  

  
 
 
    
  

RP206856

 

FILES

 

 

LOW POINT OF LOT 5 RP206856,
LOCATION OF FUTURE STORMWATER
DRAINAGE THROUGH LOT 12 RP134343

COMPUTER DIRECTORY
X:\JOBS\CT Projects in progress\1225 30 lots
lake MacDonald Drive\\Design\Current_DWG—BASE

PAGE 10

Sheet 12 of
drawing number

1225-44

date 10-3-14

 

 

 

 

 

 

15 sheets

12
RP1 34343

 

 

 

 

 

 

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