Council archive · source document
Compiled Approved Plans - OPW12-0095.03 · OPW12/0095.03
Plans and drawings: the text below has words only, no drawings.
SW
·
·
SW
SW
SW
SW
SW
NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\DRAINAGE
11 JULY 2024
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 E
SUNSHINE COAST URBAN DESIGNERS A1 (A3) 1:1000
Metres
E ROOFWATER CONNECTION ADDED 27/09/18 JP
LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS DO NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IF IN DOUBT PLEASE ENQUIRE D PIT 3B/D ADDED 04/06/18 PGM NOOSA COUNCIL
Maroochydore Qld 4558 DESIGNED PGM C FIELD INLET SIZES AMENDED 04/05/18 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
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
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]
' LEGEND:
| EXISTING STORMWATER DRAINAGE
/
a, / | | : FINISHED CONTOURS 53
Az / |
J Sle { | \ PROPOSED STORMWATER DRAINAGE
Z ~~ \
~ Sik \ PROPOSED ROOFWATER DRAINAGE 99 -—-——-—- a
TN 719 \ ~ 48
SSN "PROPOSED RETAINING WALL eee
~~ Sy 718 &
F ~ SEWERAGE —e—s
~L WATER MAIN ———-w
ROOFWATER DRAINAGE KERB ADAPTORS === KA
(FULL DEPTH TYPE)
G \ ZN Z
STRUCTURE NUMBERS 7) a
EXISTING / PROPOSED / FUTURE
DRAINAGE NOTES:
1, 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.
2. ROOFWATER PITS TO BE IN ACCORDANCE WITH IPWEAQ STD DWG
D-0110 WITH CONCRETE INFILL GATIC LIDS OR APPROVED
EQUIVALENT.
3. 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.
4. THE DESIGN SURFACE LEVELS SHOWN FOR ROOFWATER PITS IS
INDICATIVE ONLY
¢ PITS WITH SOLID COVERS SHALL FINISH 25mm (APPROX) ABOVE
THE FINISHED SURFACE LEVEL
e PITS WITH GRATED TOPS SHALL FINISH
a)AT THE INVERT OF CUT-OFF DRAINS (IF APPLICABLE)
b)200mm BELOW THE SURROUNDING FINSHED SURFACE
REMOVE EXISTING
L3A\ STORMWATER LINE 'B'
LS BUILDING ‘B
4. THE FINISHED SURFACE SHALL BE SHAPED TO DIRECT
I OVERLAND FLOW TO THE GRATED PITS
— STORMWATER PIT \y 5. ALL GULLIES ARE TO BE TYPE S.MORL CATCHPITS AS PER
ian IPWEAQ STD DRAWINGS DS-061, DS-062 & DS-063.LOTS WITH
. REMOVE EXISTING UN FIELD INLETS ARE 10 BE GRADED TO DIVERT WATER TO PITS
\ STORMWATER LINE VN 6. ALL GRATES IN PRIVATE PROPERTY ARE TO BOLTED DOWN
j Seo
REMOVE EXISTING
STORMWATER PIT REFERENCE POINT LOCATION FOR
STORMWATER DRAINAGE STRUCTURES
! STRUC HORIZONTAL REFERENCE LOCATION VERTICAL
io 205 STUB TAYE | (STRUCTURE SETOUT CO-ORDNATES] Ree
| h! o
ny y BUILDING ‘A 25 STUB
if ! MANHOLE AND FINISHED
ri! rome concn | SGI
pir COVER
fy /- (GRATE NOT SHOWN FOR CLARITY) erse CENTRE OF 4
1H FOR GRATE DETAILS REFER IPWEAG CATCH PIT GULLY eRe
\ lg + STD DWG D-0050 (BOLT DOWN GRATE) | 'Y"E'* 1] CHAMBER
\
; ———— ROOFWATER CONNECTION | 1
— s
REFER TO DETAIL 3 1 5 Frio mer ne
GULLY.
VE [| | ROoPWATER os CHAMBER OR COVER
CTV TTT 77 STUBS TO ROOFWATER PITS ;
z OF HEADWALL
I Nv £.7426.537 I | TO BE 2x 9100 (TYPICAL) HEADWALL = teno oF ourteT | gih¥eRT OF.
SS N. 4710.76 © UJ PIPE!
ELEV. 3.466
I - 4 I PLAN
l 1 E, 7432.852 l A
i Kon N. 4706283 GRATED ROOFWATER PIT - TYPICAL DETAIL
l © _ ELEV. 3.789 | (rype 2 - FIELD INLET AS PER IPWEAQ STD DWG D - 0050)
NOOSA COUNCIL I ~ = I (600 x 600 SHOWN - 600 x 900 SIMILAR)
APPROVED PLAN — 2 SCALE 1:20
OPW12/0095.03 I ho I
11 JULY 2024 I <5 I THE CONTRACTOR IS TO NOTIFY THE SUPERVISING “] DIAL BEFORE
GRATED ROOFWATER PIT ——~ ENGINEER OF ANY DISCREPENCIES BETWEEN THE DESIGN YOU DIG
| | PLANS AND THE CONDITIONS ON SITE PRIOR TO boda
ROOFWATER CONNECTION DETAIL COMMENCEMENT OF ANY PIPE LAYING. a - Hale
SCALE 1:100 The Essential First Step
NORTH: Bory Es) sy Pansy
o ron
N 1:500 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
=e At 0 5 10 15 2 2 (At) 1:500 50 DRAINAGE LAYOUT PLAN M1717E5 DO2 E
ea
| (AS) 1:1000 | ROOFWATER CONNECTION ADDED 27/09/18 | JP tec AOR TY REE
= mt QB Pp 00 NOT SCALE FROM THIS DRAWING - USE ONLY DIMENSIONS PROVIDED - IFN DOUBT PLEASE ENQUIRE D | PIT38/0 ADDED 04/06/18 6M] Osa DOMAIN PTY. LTD. NOOSA COUNCIL
roo “APPROVED Corafunner gyasnaser cyieareas PEXGEO[PGM] C | FIELD INLET Sizes AMENDED 04/05/18 | PaM ETD. COUNCIL REF
recqsos7 — "apeqsesx area soss [ orawn [PGM] B | REVISED AND RE-ISSUED FOR COUNCILAPPROVAL — | 27/04/18 |PGM
URBANCONSULTANTS AS aie ADF] A_| ORIGINAL ISUE FOR COUNCIL 22/02/18 |pem| NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095
rormmensoairorrrvmanconansr? Crpcqaosa C1 DATUM: AHD _[1SSUE-) DETAILS pate. [wr | 35 WALTER HAY DRIVE, NOOSAVILLE FILENAME: DRAINAGE.DWG
{STRIDE WENT TA TISTAGES\DESTGN WORKING DRAW NGS\ORAINAGE
URBAN CONSULTANTS PIYLTD. THIS BY ANY MEANS IN PART OR IN TRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD
ENT MAY NOTE ‘OR TRANSMITTED NAN
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Compiled Approved Plans - OPW12-0095.03.pdfRelated documentApplication case desk ↗
About this file
- File size
- 8.3 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.