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Generally in Accordance OPW12-0095.01 Approved Plans.pdf
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NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
SW
·
·
SW
SW
SW
SW
SW
28/02/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\DRAINAGE
PRELIMINARYNOT FOR CONSTRUCTION
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
N 1:500 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS 0 5 10 15 20 25 (A1) 1:500 50 DRAINAGE LAYOUT PLAN M1717E5 D02 A
SUNSHINE COAST URBAN DESIGNERS A1 (A3) 1:1000
Metres
LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE
NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.MCKINNEY A.FRASER J.PAPPAS
P 07 5450 3900 W www.jfp.com.au
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 A ORIGINAL ISSUE FOR COUNCIL 28/02/18 PGM
NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
FOR AND ON BEHALF OF JFP URBAN CONSULTANTS PTY LTD
RPEQ 8068 DATUM: AHD ISSUE: DETAILS: DATE: INIT: 35 WALTER HAY DRIVE, NOOSAVILLE FILE NAME: DRAINAGE.DWG
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.
[OCR of page images]
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
STORMWATER LINE
7)
a EXISTING
STORMWATER PIT
REMOVE EXISTING
STORMWATER LINE
REMOVE EXISTING
STORMWATER PIT
9225 STUB
BUILDING ‘A’ ‘ém LONG
Ren Bae
N 1:500 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD 0 5 10 15 20 25 (A1) 1:500 50
SUNSHINE Al (A3) 1:1000
, [DESIGNED PGM.
‘APPROVED TMFRINNEY — gpAFRASER [5 JPAPPAS
RERERS PC m. Oheeasos7 — Zareases: Ckeca cose [orawny [PGM
uF NSUL L N cuecxeo | ADF
URBANCONSULTANTS*
MARSH
Ea
A
ORIGINAL ISSUE FOR COUNCIL
BUILDING 'B'
600
"oO
LA
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
Zz
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.
TITLE:
NOOSA DOMAIN PTY. LTD.
28/02/18 | PGM
Oo
Oreo soss DATUM: AHD
ISSUE:
DETAILS:
pare: | INIT:
(GRATE NOT SHOWN FOR CLARITY)
FOR GRATE DETAILS REFER IPWEAQ
STD DWG D-0050 (BOLT DOWN GRATE) |
STUBS TO ROOFWATER PITS
TO BE 2 x $100 (TYPICAL)
DRAINAGE LAYOUT PLAN
NOOSA DOMAIN RETIREMENT VILLAGE
35 WALTER HAY DRIVE, NOOSAVILLE
—sw-
48
ee
PROPOSED ROOFWATER DRAINAGE
ill. PROPOSED RETAINING WALL
<
" SEWERAGE ——e—s
WATER MAIN
Ww
ROOFWATER DRAINAGE KERB ADAPTORS
(FULL DEPTH TYPE)
r= KA
®
\e7 \AS 1087
EXISTING / PROPOSED / FUTURE
STRUCTURE NUMBERS
| DRAINAGE NOTES:
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 |S
INDICATIVE ONLY
PITS WITH SOLID COVERS SHALL FINISH 25mm (APPROX) ABOVE
THE FINISHED SURFACE LEVEL
PITS WITH GRATED TOPS SHALL FINISH
a)JAT 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.
ALL GRATES IN PRIVATE PROPERTY ARE TO BOLTED DOWN.
6
REFERENCE POINT LOCATION FOR
STORMWATER DRAINAGE STRUCTURES
VERTICAL
REFERENCE
LEVEL
HORIZONTAL REFERENCE LOCATION
(STRUCTURE SETOUT CO-ORDINATES)
‘STRUCTURE
TYPE
FINISHED
SURFACE LEVEL
~ MANHOLE/PIT
COVER
MANHOLE AND
ROOFWATER
PIT
& MAIN SHAFT
PRS.
CATCH PIT
TYPE ‘AY 1
CENTRE OF
GULLY
THAMBER
LIP oF
KERB
FIELD INLET
AND
ROOFWATER
PIT
CENTRE OF
GULLY
CHAMBER
‘TOP OF GRATE
OR COVER
GOF HEADWALL
(END OF OUTLET
PIPE)
INVERT OF
HEADWALL OUTLET PIPE.
DIAL BEFORE |
YOu DIG
www.1100,com.au
The Essential First Step
DETAILS: -
M1717E5 DO2
LOCAL AUTHORITY REF
NOOSA COUNCIL
COUNCIL REE:
OPW12/0095
FILENAME: DRAINAGE.DWG
PRELIMINARY
NOT FOR CONSTRUCTION
A
TOR] ROT NWT TA TAST AGE S\DESTGN WORKING DRAW INGSORA NAGE
“COPYRIGHT © O11 IFP URBAN CONSULTANTS PTY LTD. THIS DOCUMENT MAY NOT BE Ci
TRANSMITTED IN ANY FORM OR BY ANY MEANS IN PART OR IN Wi
[TOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD
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