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Generally in Accordance Plans OPW12-0095.02.pdf
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NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
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4/06/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\DRAINAGE
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PLAN:
1:500
PROJECT: ISSUE:
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
N
(A1) 1:500 DRAINAGE LAYOUT PLAN M1717E5 D02 D
A1
0 5 10 15 20 25 50
Metres
SUNSHINE COAST URBAN DESIGNERS (A3) 1:1000 LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS D PIT 3B/D ADDED 04/06/18 PGM NOOSA COUNCIL
NOOSA DOMAIN PTY. LTD.
DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
Maroochydore Qld 4558 DESIGNED PGM C FIELD INLET SIZES AMENDED 04/05/18 PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
C O N S U L T A N T S JFP URBAN CONSULTANTS PTY. LTD. A.C.N. 050 414 045 LANDSCAPE ARCHITECTS
RPEQ 5087
S.MARSH
RPEQ 5691 RPEQ 6086 DRAWN
CHECKED
PGM
ADF
B
A
REVISED AND RE-ISSUED FOR COUNCIL APPROVAL
ORIGINAL ISSUE FOR COUNCIL
27/04/18
28/02/18
PGM
PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
35 WALTER HAY DRIVE, NOOSAVILLE
__________________________________
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: FILE NAME: DRAINAGE.DWG
Document Set ID: 21588287 COPYRIGHT © 2011 JFP URBAN CONSULTANTS PTY LTD THIS DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE WRITTEN CONSENT OF JFP URBAN CONSULTANTS PTY LTD.
Version: 1, Version Date: 17/08/2021
[OCR of page images]
\
NOOSA COUNCIL
“GENERALLY IN ACCORDANCE
a= teases
ERS
URBANCONSULTANTS
Documeht Set /D+2158828°
OPW1 2/009 2 34-AUG 2021 PROPOSED ROOFWATER DRAINAGE = ==—-——— e---- n=
= - tle, PROPOSED RETAINING WALL name ene
SEWERAGE ——e— $s
WATER MAIN ———
ROOFWATER DRAINAGE KERB ADAPTORS msm kA
BUILDING 'B'
STORMWATER PIT
REMOVE EXISTING
PLAN
GRATED ROOFWATER PIT - TYPICAL DETAIL
(TYPE 2 - FIELD INLET AS PER IPWEAQ STD DWG D - 0050)
(600 x 600 SHOWN - 600 x 900 SIMILAR)
SCALE 1:20
THE CONTRACTOR IS TO NOTIFY THE SUPERVISING
ENGINEER OF ANY DISCREPENCIES BETWEEN THE DESIGN
PLANS AND THE CONDITIONS ON SITE PRIOR TO
COMMENCEMENT OF ANY PIPE LAYING.
Ea
N 1:500 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNE 0 5 10 15 20 2 _(A1)1'500 50 DRAINAGE LAYOUT PLAN
EE.
SUNSHINE Al (A3) 1:1000
23 DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE D PIT 3B/D ADDED 04/06/18 | PEM.
: : om orsgame guess, ols, ESS S| eee cwncuarmorn |Helt| fe vce nommnecnany
P UR SNSUL v ' wl_ s.MarsH cack [ADF | _A_| ORIGINAL ISSUE FOR COUNCIL 22/02/18 |pem| NOOSA DOMAIN RETIREMENT VILLAGE
‘acconni erm uwncomamwnvae COSMAS a C02 /18 PM 35 WALTER HAY DRIVE, NOOSAVILLE
(FULL DEPTH TYPE)
GY Li\
STRUCTURE NUMBERS GD
| DRAINAGE NOTES:
STORMWATER LINE 6. ALL GRATES IN PRIVATE PROPERTY ARE TO BOLTED DOWN.
REMOVE EXISTING
STORMWATER PIT REFERENCE POINT LOCATION FOR
STORMWATER DRAINAGE STRUCTURES
HORIZONTAL REFERENCE LOCATION VERTICAL
6225 STUB STE | (STRUCTURE SETOUT CO-ORDINATES) REFERENCE
BUILDING ‘A’
6m LONG
MANHOLE AND FINISHED
ROOFWATER cman sHart | SARE eapet
a COVER
- (GRATE NOT SHOWN FOR CLARITY) pRsc CENTRE OF por
fs FH FOR GRATE DETAILS REFER IPWEAQ caTcH Pir GULLY iP OF
| STD DWG D-0050 (BOLT DOWN GRATE} TYPE'A / CHAMBER
5 wae
So s ! FIELD INLET. CENTRE OF
W AND Y TOP OF GRATE
ROOFWATER chavper OR COVER
| | L elt
STUBS TO ROOFWATER PITS «
OF HEADWALL
Ud TO BE 2 x 6100 (TYPICAL) HEADWALL irene | BERT OF
PIPE)
- —sw-
EXISTING / PROPOSED / FUTURE
ROOFWATER LINES TO BE LAID 1.5m FROM PROPERTY BOUNDARIES,
WHERE ROOFWATER LINE IS PARALLEL WITH SEWER 1.0m
CLEARANCE TO SEWER LINE IS TO BE PROVIDED.
ROOFWATER PITS TO BE IN ACCORDANCE WITH IPWEAQ STD DWG
D-0110 WITH CONCRETE INFILL GATIC LIDS OR APPROVED
EQUIVALENT.
GRATED ROOFWATER PITS TO BE IN ACCORDANCE WITH IPWEAQ.
STD DWG D-0050 WITH ‘BOLT DOWN’ HEAVY DUTY GRATES & HOT
DIPPED GALVANISED TO AS 1650.
THE DESIGN SURFACE LEVELS SHOWN FOR ROOFWATER PITS IS
INDICATIVE ONLY
PITS WITH SOLID COVERS SHALL FINISH 25mm (APPROX) ABOVE
THE FINISHED SURFACE LEVEL
PITS WITH GRATED TOPS SHALL FINISH
a)AT THE INVERT OF CUT-OFF DRAINS (IF APPLICABLE)
b)200mm BELOW THE SURROUNDING FINSHED SURFACE
THE FINISHED SURFACE SHALL BE SHAPED TO DIRECT
OVERLAND FLOW TO THE GRATED PITS
ALL GULLIES ARE TO BE TYPE S,M OR L CATCHPITS AS PER
IPWEAQ STD DRAWINGS DS-061, DS-062 & DS-063,LOTS WITH
FIELD INLETS ARE TO BE GRADED TO DIVERT WATER TO PITS.
DIAL BEFORE |
es YOU DIG
www.1100.com.au
The Essential First Step
DETAILS: -
M1717E5 DO2 OD
LOCAL AUTHORITY REF
NOOSA COUNCIL
COUNCIL REE:
OPW12/0095
FILENAME: DRAINAGE.DWG
‘STOR TEOTE NATIT STAGE SDESTGN WORKING DRAWNGSIDRAINAGE
Version: 1, Version Date: 17/08/2021
“COPYRIGHT © 2011 IFP URBAN CONSULTANTS PIY LTD. THIS DOCUMENT MAY NOT BE Ci
TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN Wi
JTHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD
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