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Response to Information Request 10-6-2025 Combined External Catchment data · OPW25/0042
(1y90V)
AMENDMENTS
2 | | | 4 ISSUE DESCRIPTION APPROV
= DATE
_| A FOR OP WORKS APPROVAL 10.10.05
B AMENDED TO COUNCIL REQUIREMENTS 10.1.06
c FOR CONSTRUCTION 12.5.08
RAPID INFILTRATION PIT |
(RLP.) COPYRIGHT
—_ THIS DOCUMENT REMAINS THE PROPERTY OF TATE
PROFESSIONAL ENGINEERS PTY LTD AND MAY BE USED
ONLY FOR THE PROJECT AND SITE NOTED BELOW.
TYPICAL R. [.P. LAYOUT. Real Property Description
Lot 3 on SP 100064
Parish of Weyba
z County of March
z ite Area 4122 m?
= BATTER TO BE LINED Site Area 4122 m
E WITH 100mm DIA ROCK SPALLS
NATURAL SURFACE LEVEL 8 / ON GEOFABRIC MAT
crore ERR 4 4:4 BATTER.
e022! 261'0805"_zonesounpapyf = (iti(<i‘(stwt*”*”*”*”*”*”!”!” BATT OH ~~
‘| ,
eae
z
— PTA 1800 DIA zZ
1500 DIA eee a eee 7 00 DEEP.
(BB ie sono -~@ -
AGG DRAIN, ws [J — CATCHMENT
CATCHMENT ‘00 weee 1 340 SQM
340 SQM re NCEOFABRIC soc '
eee t
N MTT] pee eoeeee :
l@-rrr ! TYPICAL R.I.P. BUND SECTION.
I] 1 2Is
CI 4 Ba
1 ome
\ Qy5 600sq GALVANISED GRATE
: Sms FIX WITH 2/M12 S/S BOLTS,
1 glo |.
Ez S
1 [2 EXISTING GROUND LEVEL
4 & AlAs Tat lt EF
t ° -)) =F) Ey a Sa fF ty tt eg yee
: Golgi m Cie Dy) Di
{HN lIf-* = Pe (US
WA Ue aN
| S 4 (RP) 1500 qu = rae PL precast concReTELO
1 [4] catcHMent Te Ty] 4 ae — m7
1 330 SQM II 4 4—||[—||
1 Ee a
CATCHMENT 3 ; TIT. *. 4 “IT
330 SQM ' = a” : P
ai coda 2 af
5 H 2 hee &| REINFORCED CONCRETE PIPE fe
UW, 8 n= {EMIS > |
! X42 .. |
' alg lt afl al
I rr ‘L 8 mr REFER HYDRAULIC CONSULTANTS | = ||| | py g
r : Fa ~ DETAILS == Poe = %
ee ee ee ee ee ed ' | EEA PAH =
T t [=| II| : —— oO
! ae o|- a
: i / IE 8
t \ 1500 D oof ZB
CATCHMENT LL } | ead DEEP d INLET PIPE SHE 3
330 SQM CATCHMENT 5 CATCH MENT 6 [—] CATCHMENT a |
I} 479 SQM = 3
& 20 S0M — + LE ° 150 DIA AGG DRAIN
3 be IN GEOFABRIC SOCK
a 1200 DIA : - | LINKING RIP'S
fp _
CATCHMENT 7 RAINWTER 3 REMOVABLE BIDIM A14
16 SQM HARVESTING & FILTER. WEIGHT WITH \ FOR CONSTRUCTION
TANK 5 ROCK SPALLS. i ial aaa = DRAWING 12.5.06
PROFESSIONAL ENGINEERS
GATCEMENT 8 75mm BASALT ROCKSPALLS TATE PROFESSIONAL ENGINEERS PTY LTD.
60M ee Aen ina Aah aus 08
GEOFABRIC PO Box 1092, Mooloolaba, QLD, 4557
PH. (07) 54575300 FAX. (07) 54776100
RAPID INFILTRATION PIT (RIP) DETAIL. EMAIL erginesre@tste pet au
. =" PROJECT:
_ EASEMENTD oe SETTLERS COVE
gg gs “Os— aerial ee _t EXISTING LOT 3 SERENITY CLOSE,
e151 247°4110" SS sg
soy nest a NOOSA HEADS
conc. FOOTPATH 0 A262°51'19" 7 FOR CAPE BOUVARD DEVELOPMENT PTY LTD.
esr DRAWING TITLE:
Ee EXISTING KERB & CHANNEL STO RMWATER DRAINAGE
é : LAYOUT PLAN & DETAILS
“y LOT 3 SERENITY CLOSE NEW 5.5m WIDE
EXISTING BITUMEN ROAD CONC. DRIVEWAY DESIGN: ne
INACCORDANCE WITH CHECKED:
STD DWG No, R051 DATE. MAYOS
SCALE: (At) 1:200,, (A3) 1:400
STORMWATER DRAINAGE LAYOUT PLAN CERTIFIED FOR TATE PROFESSIONAL ENGINEERS PTY LTD
NOTE : BUILDER TO COMFIRM INVERT LEVEL BY : STEVE HARRISON B.E. RPEQ NO. 4784
ON SITE PRIOR TO LAYING PIPES
NOTE.
PraniN N° $3000/L3/05/04
ALL SERVICES TO BE LOCATED BY CONTRACTOR ON SITE PRIOR
TO CONSTRUCTION. ANY DAMAGE TO EXISTING SERVICES TO BE
RECTIFIED AT CONTRACTORS EXPENSE.
SHEET 4 OF 4. AMENDMENT C
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Page 2
one pOUNDAR. = =
CONSULTANTS SPEC
pee
ee eee ea eae al a
1
1
I CATCHMENT
‘ 565S0M
1
'
1
See eee eet ei it
.
1
1
1
1
‘ CATCHMENT4
\ 565 SOM
1
1
1
1
1
‘
1 1
L od
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:
‘
’
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A
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=:
& oo"
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‘ ’
.
. 1
.
Sei ee?
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
een
ws
ey
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
:
'
1
'
'
CATCHMENT 3 x
565 80M !
1
'
'
'
'
'
'
fete erent mare
{
{
q
{
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
issue) DATE DESCRIPTION INT.
% | sora | stoRsnwareR avenceD ®
8 | castor | stommwateravennen R
Othis plan ts Other than for the of and wud)
ee eet
tay fo any form or by any (slectroale,
aero copying, photo copying, er vidervise) be reproduced
stared in Freel lam oc trunmnitiodwilbot th geen rin
Fooeas wila Ta ht wogeres srl Yo
Femaias within Talo Profesdeaal ‘0 enquiries
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
Page 3
™ a
~~ COV B
SP195871
HABITAT PROTECTION FENCE TO BE ERECTED PRIOR TO
~~. COMMENCEMENT OF CLEARING WORKS PROVIDE SIGNAGE AT
50m SPACINGS " ECOLOGICAL RESTORATION AREA - NO ACCESS
CA3 CA1 ' /
TOTAL AREA = 1928m? TOTAL AREA = 2516m? po.
IMPERVIOUS AREA = 180m? IMPERVIOUS AREA = 94m? as 4
ROOF AREA = 1727m? i
ROOF AREA = 1092m?
4
CA4
TOTAL AREA = 798m?
IMPERVIOUS AREA = 85m?
TOTAL AREA = 1891m?
IMPERVIOUS AREA = 526m?
ROOF AREA = 205m?
STORMWATER CATCHMENT & TREATMENT PLAN
0 5 10 15 20 25m
SCALE 1:250 A1
Design: SH TATE PROFESSIONAL ENGINEERS PTY LTD, PROYECT:
Dates MAY 2008 ABN. 28 086 262 035 PROPOSED UNIT DEVELOPMENT
39-45 First Avenue, Mooloolaba
PO Box 1092, Mooloolaba, QLD, 4557
Tel 7) 5457 5300 Fax (07) 5477 610) AL LOT 5 SERENITY CLOSE
Email: [email protected]
#2092011 | ISSUEDFOR CONSTRUCTION siete PROFESSIONAL ENGINEERS. web: hitp:/www.tate.net.au for CAPE BOUVARD PTY LTD
DATE DESCRIPTION RPEQ- 8750 A1 SHEET SIZE FILENAME : $3000-08-L5-6-D04.dwg - DATE : 19/9/11 - 12:30pm - XREF's: X-BASE-S3000-11
NOTE:
ALL ROOFWATER TO DISCHARGE TO
RAINWATER HARVESTING TANKS.
REFER HDRAULICS CONSULTANT'S
PLANS FOR DETAILS UNDER SEPERATE
PLUMBING AND DRAINAGE APPLICATION
LEGEND
D
T
E/OH
S
TTIW TT OTT
INDICATES EXISTING STORMWATER
INDICATES EXISTING TELSTRA RETICULATION
INDICATES EXISTING OVERHEAD POWER
INDICATES EXISTING SEWER RETICULATION
INDICATES EXISTING KERB & CHANNEL
INDICATES STORMWATER DRAINAGE
INDICATES ROOF CATCHMENT AREAS
INDICATES SWALE - REFER DWG D03 FOR DETAILS
DRAWING TITLE:
STORMWATER CATCHMENT PLAN
DRAWING No:
Revision Sheet
$3000/08/L5-6/D04 B 4 of 4
© This plan is Copyright. Other than for the purposes of and subject to the conditions prescribed under the
Copyright Act, no part of it may in any form or by any means (electronic, mechanical, micro copying, photo-
copying, recording or otherwise) be reproduced, stored in a retrieval system or transmitted without the prior
Council Ref:
written permission of Tate Professional Engineers. All intellectual property remains within Tate Professional
Engineers. All enquiries should be directed to Tate Professional Engineers.
Page 4
_ [A STAGE 4A IMPERVIOUS CATCHMENTS STAGE 4A IMPERVIOUS (EAST) = 267m2 STAGE 4A IMPERVIOUS (WEST) = 3315m2 STAGE 4A BALANCE = 2861m2 Email: [email protected] 7S , | See : NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Desian: ne Brah 101 pty Itd t/a Alta Projects PROJECT: CATCHMENT LAYOUT aan CONSTRUCTION | “ou. Sevan ABN ovott5é511 "= | PROPOSED RESIDENTIAL DEVELOPMENT STAGE 4A & 4B | Stace 4a INPERVIOUS AREA x . rn . , Re eet Foe ee ee ote ear | at SERENITY CLOSE, NOOSA DRAWN NO: 46107/18/CA04 mm Checked: : ENGINEERING : DESIGN : MANAGEMENT Web: http:/www.alta.net.au for CAPE BOUVARD DEVELOPMENTS Copyright Act, no pert of it mey in any form ov by any means (electronic, mechanical, micro copying, photo~ DIRECTOR APPROVAL Datum AHO copying, recording or otherwise) be reproduced, stoned In retrleval system or tromsnitted wither the prlor RPEQ- 4784 vnitten permission of ALTA Projects, All intellectos) property remains vithin ALTA Projects. all enquiries should REV DATE DESCRIPTION BY CHKD - A1 SHEET SIZE FILENAME : 26107-18-CA04.dwg - DATE : 29/1/24 - 10:36am - XREF's: H-Approved-SH; H-Checked-SH_ Council Ref: be directed to ALTA Projects. prescribed under the © This plan is Copyright, Other than for the purposes of and subject to the condi
Page 5
Lo [4 STAGE 4B IMPERVIOUS CATCHMENTS STAGE 4B IMPERVIOUS (EAST) = 556m2 STAGE 4B IMPERVIOUS (WEST) = 1499m2 STAGE 4A BALANCE = 1078m2 0 4 8 12 16 20 Meters \ . SCALE 1:200 (A1), 1:400 (A3) x S \ \ NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION PURPOSES. Design: PBL PROJECT: DRAWING TITLE: owe fe AeNoierissst | PROPOSED RESIDENTIAL DEVELOPMENT STAGE 48 SEB PER WOU CONSTRUCTION J bate: ocraoie 26 Memorial Avenue, Cotton Tree STAGE 4B IMPERVIOUS AREA PO Box 559, Cotton Tree, QLD, 4558 Revision neet Tel (07) 5475 4125 Fax (07) 5479 16074 at SERENITY CLOSE, NOOSA DRAWING No: 46497/20/STG4BICA03 | a of t Checked: dt 5 “ - | ENGINEERING ; DESIGN : MANAGEMENT 3 Mail: [email protected] © This plan is Copyright, Other than for the purposes of and subject to the conditions prescribed under the Web: http:/Awww.alte t. copyright Act, no part of it may in amy form or by any means (electronic, mechanical, micro copying, photo SidecroR seba6iH. Daun AD fob: hitp:ihwawalta.netau for CAPE BOUVARD DEVELOPMENTS Cor a3 TU fm Font ss ache ee Pe REV | DATE DESCRIPTION By | CHKD RPEQ- 4784 ‘1 SHEET SIZE FILENAME :26107-20-STG4B-CAOS.dug - DATE : 29/1/24- 10:35am - XREFs: H-Approved-SH; H-Checked-SH Council Ref: be directed to ALTA Projects.
Page 6
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9
LOT 9 IMPERVIOUS CATCHMENTS
IMPERVIOUS AREA = 3085m2
14
13
BALANCE AREA = 1338m2
11
13
10
12
7
LOT 9
8
12
9
12
11
|
|
|
| |
| | 12
10
| |
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11
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> > > >
||
||
> > | | |
| | | | | | | | | | | | |
|
|
| | | |
7
| 9 8
0 4 8 12 16 20
SCALE 1:200 (A1), 1:400 (A3)
NOTE: ONLY DRAWINGS MARKED "FOR CONSTRUCTION" AND BEARING AN ORIGINAL SIGNATURE SHALL BE USED FOR CONSTRUCTION Design:
PURPOSES.
PBL PROJECT: DRAWING TITLE:
Brah 101 pty ltd t/a Alta Projects
Drawn: PBL DRAINAGE CATCHMENT LAYOUT
CONSTRUCTION Date: JUNE 2021
A.B.N. 91 611 354 511
26 Memorial Avenue, Cotton Tree PROPOSED RESIDENTIAL DEVELOPMENT LOT 9 IMPERVIOUS AREA
PO Box 559, Cotton Tree, QLD, 4558 Revision Sheet
Checked:. . . . . . . . . . .
Tel (07) 5475 4125 Fax (07) 5479 1607 at SERENITY CLOSE, NOOSA DRAWING No:
A6107/21/L9/CA03 3 of 1
STEVEN HARRISON
Email: [email protected]
.......................
DIRECTOR APPROVAL Datum AHD
Web: http://www.alta.net.au for CAPE BOUVARD DEVELOPMENTS
REV DATE DESCRIPTION BY CHKD RPEQ - 4784 A1 SHEET SIZE FILENAME : a6107-22-L9-CA03.dwg - DATE : 29/1/24 - 10:35am - XREF's: H-Approved-SH; H-Checked-SH Council Ref:
Used in these records
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