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C01.2-STORMWATER-CATCHMENT-PLAN-Rev.2
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[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
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a | |
S CATCHMEN A na
FALL 70 PIT 1 Py |
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PYC bs ~ fal P|
S PIPE a plo
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= Jl No NS | |
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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
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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
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