Response to Information Request 10-6-2025 Combined External Catchment data · OPW25/0042

one pOUNDAR. = =

CONSULTANTS SPEC

   

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1
I CATCHMENT
‘ 565S0M
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\ 565 SOM
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RAINWATER HARVESTING %
<—)— Tks TO HYDRAULIC
‘CONSULTANTS SPEC

N
@ STORMWATER DRAINAGE LAYOUT PLAN

LEGEND
RIP@ INDICATES RAPID INFILTRATION PIT (RIP) REFER DETAIL
Sa INDICATES EXISTING SEWER RETICULATION
INDICATES EXISTING WATER RETICULATION
. — INDICATES EXISTING STORMWATER

INDICATES PROPOSED STORMWATER DRAINAGE

0 5 10 15 20 25m
SCALE 1:250 A1

—— 7 RPTL

1800 DIA 2400 DEEP

CATCHMENT 565 SOM
RAINWATER HARVESTING RIP 1SL.2060
TANKS TO HYDRAULIC @ 1800 DIA 2400 DEEP

amv ~~ -~

‘CATCHMENT 565 SOM

 

 

220001. RAINWATER HARVESTING
TANK PLUMBED TO IRRIGATION
‘SYSTEM. DISCHARGE OVERFLOW TO
R.LP. REFER LONGITUDINAL SECTION
ON DWG $30001.40601

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NOTE:

ALL BASEMENT & CARPARK STORMWATER &

TO DISCHARGE OVER A "FOX BPT600" GROSS
POLLUTANT TRAP PRIOR TO CONNECTION TO R.L.P.'S.
BASEMENT & CARPARK DRAINAGE DETAILS TO
HYDRAULIC CONSULTANT'S SPECIFICATIONS.

WASHDOWN TO BE COLLECTED IN A SUMP & PUMPED

 

 

 

 

 

RAINWATER HARVESTING
TANKS TO HYDRAULIC
CONSULTANTS SPEC.

 

CATCHMENT 2
565 SQM

 

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1
'
'
CATCHMENT 3 x
565 80M !
1
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CATCHMENTS
318 SQM

 

 

 

 

 

 

NOTE:

EXTREME CARE TO BE TAKEN EXCAVATING
ADJACENT EXISTING SEWER.

 

 

 

NOTE:

REFER TO HYDRAULIC CONSULTANT'S DETAILS FOR
ALL DOWNPIPE & STORMWATER CONNECTIONS
(PLUMBING & DRAINAGE APPROVAL).

 

 

 

 

 

  

 

 

 

 

 

 

 

 

900sq GALVANISED GRATE
FIX WITH 2/M12 S/S BOLTS,
SURFACE LEVEL AS SPECIFIED,
r
i 7 ; oa CONVERTOR SLAB & RISER.
i x i TO MANUFACTURERS SPEC.

? INLET PIPE (IF SPECIFIED)

 

Teal +b. 1800 DIA RCP (2)

 

 

3
4 “ 4 BALANCE PIPE. (IF
. SPECIFIED)
ei REMOVABLE BIDIM A14 ra
q GEOFABRIC FILTER. WEIGHT
F WITH ROCK SPALLS. te a enath

 

 

 

 

 

 

 

 

 

 

 

75mm BASALT ROCKSPALLS
WRAPPED IN BIDIM A14
GEOFABRIC

RAPID INFILTRATION PIT (RIP) DETAIL.

CLEAN COARSE SAND FILTER

RIP SCHEDULE
RIPNo] S.L. | IL. | BALANCE PIPE

RIP 1 N/A

 

 

AMENDMENTS

 

 

 

 

 

 

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DRAWING STATUS Design: sH
Drawn: JR
FOR APPROVAL | _ Pate:tusz»
NOT FOR CONSTRUCTION
Ay ,
Checked:
Api sze abadwen
.
a 'APPROVAL RPEQ- 4784

 

PROFESSIONAL ENGINEERS
‘TATE PROFESSIONAL ENGINEERS PTY LTD.
A.B.N. 28 086 262 035
39-45 First Avenue, Mooloolaba
PO Box 1092, Mooloolaba, QLD, 4557
Tel (07) 5457 5300 Fax (07) 5477 6100

Email: [email protected]
Web: http:/Awww.tate.net.au

  

 

FILENAME :$3000-4.06-01-8 dug - DATE: S117 «124mm
REE: XSXOCOLABASE, XR Arch Floor Pian LY

 

PROJECT:
PROPOSED DEVELOPMENT

at LOT 4 SERENITY CLOSE

NOOSA HEADS
CLIENT:

CAPE BOUVARD DEVELOPMENTS PTY LTD
DRAWING TITLE:

STORMWATER DRAINAGE
LAYOUT PLAN & DETAILS

 

Council Ref:

 

Sheet | Revision

Pra] [ke S3000/L4/06/01