SBSMR 20004 Revision D - Response to RFI

SW


[OCR of page images]
 

 
  
    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    
  
  
     

   

 

 

 

 

 

 

 

 

 
 

 

  

 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SF |
aS S = 2
Ce © 2 OF dle ||
a o z|||2 E g 2\\ |
jf LY 4 LZ ee ee oe _ z VEWLAND DRIVE
Wt 4 225 UPVC PIPE i re " :
VY : JIL 7 > A |
aw yl 1500 UPVC PIPE ; | x |
4 * \ |  —— _ TF nn A —_ —__ | >
AV CATCHM a |
FALL TO a | Ya 4 |
= |! SCATCHMENT 8 CATCHMENT 11 | LOCALITY PLAN
s ! FALL 10 PIT FALL 70 PIT 7 | SCALE 1:5000
Qi! | | ~
Lu! LL | ie
a | |
S CATCHMEN A na
FALL 70 PIT 1 Py |
L | |
PYC bs ~ fal P|
S PIPE a plo
Ss | |
|
= | b
= Jl No NS | |
| § a
| = 1 |
| aN / Ss
Hi eS — CATCHMENT 9 3 | CATCHMENT 9 |
le] ; oe FALE 10 PIT | 3 FALL DIRECT To BIO BASIN MENT 12. ot
an hy | bom ( 3 > _ |
dat || CATCHMENT 2 | 3008 UPVC PIPE. | RECT TO BIO BASIN pO
fii) | |] {FALL T0 GRATED DRAIN SNL STORMWATER PIPES —
|| 1 x ie —
Vt qn ez a VN poe
| | : : ; XV | BO 'RETENTION BASIN? | |
vale CATCHMENT 3 | | | P|
ve yyy t FALL 10 PIT i | | \ \ |
ys ENP A Seq |
! | CATCHMENT 6 | | eye RY : |
! FALL 10 PIT : | 7 CoG _ s
| -
. — 4-
| | 4 Le Deo
| | ; CATCHMENT 10 Po
i | <— FALL DIRECT 10 BIO BASN | 1 |
! & VIA. STORMWATER PIPES : 1 |
—__- | |
|
| oS ee So i Aon ee eae _| | |
Me ed OBO Yo 11,
/ 7
- 8 ANOSCAPE ZONE ef pr
|
S S S |
© we 7 S
STORMWATER DETENTION TANK —— 510 RETENTION BASIN | vw
&D PROPERTY BOUNDARY LINE ° EXISTING POWER POLE EX PROPOSED 600 x 600 FIELD INLET
HRSIING TESIRA UNE cb EXISTING TELSTRA PIT PROPOSED 900 x 900 OUTLET PIT
‘ \ \ WITH GROSS POLLUTANT TRAP
HASTING WATER: MAIN E PROPOSED 600 x 600 SPEL FILTER BASKET
“ig -------_----~~_. EXISTING CONTOUR LINE (1.0m INTERVALS) GPT AS PER MANUF. SPEC.
APPROVED SCALE 1:125 JOB DESCRIPTION DRAWING TITLE

 

 

 

 

 

07.12.21

dl

NEIL McKENZIE & ASSOCIATES PTY. LTD.

DRAWN

a

 

CONSULTING

ENGINEERS

CHECKED

NM

 

 

29.11.21

dL

MLE AUST, RP.£Q. 2097, NP.ER 3

 

 

 

No.

 

REVISION

 

DATE

 

DWN

 

THIS DRAWING REMAINS THE PROPERTY OF
NEIL McKENZIE & ASSOCIATES (C) Copyright

 

14/699a SANDGATE ROAD
CLAYFIELD, QLD 4011

PHONE: (07) 3862 1886
FAX: (07) 3862 1397

DESIGNED

NM

 

APPROVED

NOOSA YOUNGCARE
32 VIEWLAND DRIVE

STORMWATER CATCHMENT PLAN

 

NM

 

 

DATE

 

 

NOV. 21

NOOSA HEADS
CENT DELUCA DEVELOPMENT & CONSTRUCTION

 

DRAWING
NUMBER

Q20-004-CO01.2

 

REVISION
NUMBER

2