1225- Sheets from Callaghan and Toth

 

 

   
   
 
   
   
 
  
  

 

 

7 7 —
LEGEND: 7 | i ‘| Callaghan & Toth
sw. PROPOSED STORMWATER PIPE \ | \ 1 8 Civil, Environmental &
| ! \ | Hydraulic Engineers
. | PO BOX 2305

 

NOOSA HEADS 4567

8/41 Sunshine Beach Road

Phone 54749081, Fox 54749041

www.callaghanandtoth.com.au
designed [ADT | datum AHD DERIVED

|i] [drawn BM 7 PSM *
checked | AH | Origin (B.M.) RL *

EXISTING INTERLOT " |
STORMWATER PITS CATER |
FOR ADJACENT LOTS

+ .=--—— PROPOSED INTERLOT DRAINAGE PIPE WITH
aad RAINGARDEN

PROPOSED INTERLOT DRAINAGE PIPE

WITH PITS

 

 

 

 

  

 

 

+

 

 

 

 

PROPOSED BIORETENTION BASIN
TO TYPICAL DETAIL FIGURE 4.2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

   
  

 
 

 

 

 

PROPOSED BIORETENTION SWALE
TO SECTION ON PLAN 1225-44 =
e approved
mR PROPOSED GULLY PIT WITH 4 1 g SRIEED y : AES
3 TTERSION & ASSOC!
_ EXISTING/PROPOSED FLOW DIRECTION STAGE 5 RP1 75883 2 PHONE 54426 121
——--—— PROPOSED LAY BACK TYPE KERB M1/M4 TO @ INTERLOT STORMWATER PIT &
IPWEAQ STO DWG R-0080 i? TO CATER FOR ADJACENT S project
2, LOT 1. RP173883
PROPOSED FLUSH KERB ER2 TO IPWEAQ STD %, 1 v ot PROPOSED 57 LOT SUBDIVISION
DWG R-0080 > wee] | 55 LAKE MacDONALD DRIVE
ronoa FINAL Q100 AE? S41 | COOROY
sorroprorrery EXISTING TOP OF BANK 1 7 Ra PR)
. ‘ " —_—
Le > i Client
° EXISTING TREE k STAGE 2 2
4 x ; // || VALKEV PTY LID
SO ENISTING, TREE_LINE 32 | : -
> KS) FL101.15
o/h : S - _——————
(: " YS " title
\ = i ty c TER
SS BIORETENTION SWALE, f , é SIS ER one 4 STORMWA
kL 2 REFER TYPICAL CROSS ail Sy EXISTING \ J
| f &
SECTION ON PLAN 1225-44 i FFLIO1.25 Pty INTER-ALLOTMENT C—O
BIO_BASIN 2 \ L-] BIO SWALE 2 82m? FILTER ( — % RAIN. GARDENS STORMWATER
211m? FILTER SURFACE AREA. LENGTH 70m E / = OS <i |T0 Lors 26, 27
S iy, | & 28
LOT 136 on MCH978

 

 

 

 

 

 

 

   

 

  
 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
    

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

SURFACE AREA 2.8 EDs x, a : | 1 a ———
3 = oe 5
. Soy 2 A aT > S30 Frit01.25 * ey ©
ie E ws : x .
& [ Ss S =) . CAs Parish of TEWANTIN
. ‘z ‘ G LY or $e
fs | i es - County of MARCH
Z \ — 28 =! fovea ne SUNSHINE COAST COUNCIL
f \ & ; m ,
4 | é4- SURFACE AREA Locality of LAKE MacDONALD
+ — /FFL101.25
4 \ = D vy LE) FRLION 3B No)
| RS. BBD iS SS oy _————————
S Sy | _| SY 26 SCALE
EW OAD 9 757 5 051015 20 25 ‘ees 50
RS Ba yy
8B 1A + y scale SCALE SHOWN IS ORIGINAL DRAWING SCALE
. dE 1:1000(A3) 00_NOT SCALE FROM THIS DRAWING
+ 3 WP E oS RS B15 _— USE ONLY DIMENSIONS PROVIDED
4A fs y “7
2 / ie Hf 2 I> 20 Sy REVISIONS
LP 100 / y4 Al| iS! ISAS) FFL101.30
¢ os
PAR SAA Heh) | ‘S Qe)
ony x d “ Y
i. > 4A 4 19 al y
ct | 2 ify
ow | é | | f FFLI01.40 22 ae
fj ©
| i ELI Y : fi lu Ye @ AS
BIO-RETENTION SWALE, | 4 fi ; - Ss.
REFER TYPICAL CROSS {~ / f S Ss STAGE 3 FILES
SECTION ON PLAN 1225-44 [4 / 1 K A ExisTING
BIO SWALE 1 97m? FILTER] A 17 * ‘ 7 INTER-ALLOTMENT |. = \ COMPUTER DIRECTORY
SURFACE. AREA. LENGTH 80m) 3 7; STORMWATER 5 < LEGEND STAGED WORKS X:\JOBS\CT Projects in progress\1225 30 lots
1 4 FFL10} 50 = > 9 [ake MacDonald Drive \Design\Current_DWG—GASE
E y S AV) _
” 100 | ‘w ‘ oo Nl STAGE 1 WORKS AREA — OPW13/0417 PAGE 1 1
- &S STAGE 1 [lias
& SP218/39 1 . oF STAGE 2 WORKS AREA — OPW13/0616
© IRESERV sP\ | e —= ope -
: OPEN} ~ y cs o Ce Sheet 13of 15 sheets
° EXISTING “18759 eS & STAGE 3 WORKS AREA drawing number
SPAC INTER—ALLOTMENT —~ . oe ROADSIDE BIO BASINS 1225-45
STORMWATER | : RS BBIA = 10m* *
4 3 ii RS BBIB = 15m? STAGE 4 & 5 WORKS AREA
4 \ RS BB2 = 10m? XK date _10-3-14 yy,