Original source · versioned page text
Generally in Accordance Plans OPW12-0095.02.pdf
-
NOOSA COUNCIL
4/06/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\DRAINAGE SECTIONS
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
NORTH: SCALE: ISSUE: TITLE: DETAILS:
PROJECT: PLAN: ISSUE:
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
(A1) 1:100 DRAINAGE LONGITUDINAL SECTIONS M1717E5 D03 C
A1
0 1 2 3 4 5 10
Metres
SUNSHINE COAST URBAN DESIGNERS 0 10 20 30 40 50 (A1) 1:1000 100 LOCAL AUTHORITY REF:
237-239 Bradman Avenue, SURVEYORS
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 PIT 3B/D ADDED 04/06/18 PGM COUNCIL REF:
P 07 5450 3900 W www.jfp.com.au ENGINEERS APPROVED C
T.M KINNEY 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
PIT SIZES, PIPE MATERIAL & CLASS AMENDED
ORIGINAL ISSUE FOR COUNCIL
04/05/18 PGM
28/02/18 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 SECTIONS.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]
Docume
STRUCTURE <q a a a a a x x
NAME = < z < < S g o < = = x
- N lo N m my —t m m - N N
x ~ >+| ~ ~ x x ~ ~ ~
7 w =z wi wu 7 tu 7 wu i
2 a als i & a 2 2 2 2 a
> = Ble ut > = > > > > =
- - es - = - i _ i -
STRUCTURE g 5 Qe 2B OG S a 5 a 5 g
sie sle ae|> = € Sle sie € sie € Ss
DESCRIPTION = § a|5 S)F ze als als = § = &§ = & = & =
als a}s s|2 S\s aS |S als als a}S |S a
ic} x ic] = ole =|o ic} x iz} x ic} x a] x ic| x | x irs
ale ale =|a aye ale =«l/e ale |e ale ale <
gJ S/5 Sle oS $8 Sf sl $1 s/§ 8/8 &
als als alS bie ale als ale ale ale ale
2 |e
Zs
| —-— _exnnunw"+}+"_—_ |_| ||
= =—— | |
——- SS 4 foe =e
2.2m
8/031
PIPE SIZE (mm) 375 315 315, 375 375 375(2) 315 315,
AND PIPE CLASS PP SNB PP SN8~| PP SN8| PP SN@ | PP SNB PP SN8 | PP SNB
PIPE GRADE % 0.40% 1.20% 0.65% 0.62% 0.11% 0.50% 0.43% 125%
PIPE SLOPE 1in X 250,00 83.06 | 154.89 | 160.38 | 938.30 200.00 232.44 | 80.14
FULL PIPE FLOW VELOCITY (m/s) 22(0.17 1y)0.52(0.41 ty) 1.94(0.81 ty) 2310.18 ty)
0.82 720 0.95 075 712
PART FULL FLOW VELOCITY (m/s) Aten’ tty) | 089 4) (ody) | Hoey)
RU -11.0
WATER LEVEL
IN STRUCTURE in R a = g 2 8 & g z 8 8
a a a a wi A = a a 2 2 =
HYDRAULIC 2 2
GRADE LEVEL g\a 818 8S S28 SB Sh 8B gs S/S 2/8 Sls sls
AlN Al Al Ala RS Ala = Aa wila Sf 2/2 2/2
PIPE FLOW 0.026 0,025 0,025 0.058 0.114 0.026 0.018 0.019
(Cumecs)
PIPE CAPACITY
0.111 0.192 0.141 0.138 0.057 0.124 0.115 0.196
AT GRADE (Cumecs)
DEPTH TO INVERT & 3 2 2/8 els ala g 2 3 2 a/S 8
g g m mI, mR Sls 8 s a m ala g
INVERT LEVEL eo °
OF DRAW z 3 2 82 88 gs sf 8 g 8
DESIGN SURFACE 2 2 2 2 so oa = eo in 2 wn
aR + 3 + 3S = ™ S 3S Pray eS in
LEVEL a m a = m z a a = mi = g
2/8 2/8 als a|s als gle els als al a/R 28
STRUCTURE SETOUT als Ble as ale 28 BIS ale ls ale els ale
CO-ORDINATES ae 0 BE IS BSI 3 ee Fe as 3/8 =
al l= al 5/2 Pe 2 al 5/2 al 5/2 &
RUNNING CHAINAGE gs] 14.8288 s| 122732) 25.70 8) 1.4345 es} 11885 8 ge] 116338] 6.007 3
s 3 s 3 3 s 2 s 2 2
S # S 3 3 g S = S = =
LINE 1A D D 1H
JFOP
FUSES
URBANCONSULTANTS
+t Set ID- 2158828"
Horizontal 1:1000
Vertical 1:10
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
REFERENCE POINT LOCATION FOR
STORMWATER DRAINAGE STRUCTURES
STRUCTURE | HORIZONTAL REFERENCE LOCATION | VERTICAL,
TYPE (STRUCTURE SETOUT CO-ORDINATES) TERE
MANHOLE AND sutrace LEVEL
ROOFWATER [MAIN SHAFT |” MaNHOLE/IT
PIT COVER
KERB INLET CENTRE OF
LIP IN LINE GULLY ra
(DS-063) CHAMBER
FIELD INLET
AND cee | TOP OF GRATE
ROOFWATER: CHAMBER OR COVER,
PIT
OF HEADWALL
INVERT OF
HEADWALL - (eNDOF OUTLET | giver pine
PIPE)
_
600
"oO
LA
Zz
(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)
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
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.02 31 AUG 2021
YOU DIG
www.1100.com.au
@
At 1 203 425 (44) 1:100 10
0 10 20 20 40 50 (At) 11000 100
201NOTScAE PROM TMS DRAWING -USE ONLY DNVENSIONS PROVIDED F DOUBT PEASE ENQUIRE
qoonoveo Trane gparasen curses PSSM[PGM) C | PIT 38/0 ADDED 04/06/18 | PEM
= casos? "Brecases: Clnoca oes [onan [PGM| B | PIT SIZES, PIPE MATERIAL & CLASS AMENDED 04/05/18 | PEM
caansi creckeo | ADF | _A_| ORIGINAL ISSUE FOR COUNCIL 28/02/18 | PGM
conmoonsoasorreusnconamnsevee COSMARSH Sau hao ease ormaes ee be
DRAINAGE LONGITUDINAL SECTIONS
NOOSA DOMAIN PTY. LTD.
NOOSA DOMAIN RETIREMENT VILLAGE
35 WALTER HAY DRIVE, NOOSAVILLE
The Essential First Step
Pansy
- ro
M1717E5 DO3 C
LOCAL AUTHORITY RF
NOOSA COUNCIL
COUNCIL REF
OPW12/0095
FILENAME: DRAINAGE SECTIONS.OWG
DIAL BEFORE |
‘STOR EOTE NATIT STAGE S\DESTGN WORKING DRAWINGSIDRAINAGE SECTIONS
Version: 1, Version Date: 17/08/2021
“COPYRIGHT © DOLL IFP URBAN CONSULTANTS PTY UTD TSO
TT MAY NOT BEC
ED OR TRANS
INANY FORM OR
NY MEANS IN PART OR
ITHOUT THE WRITTEN CONSENT OF IFP URBAN CONSULTANTS PTY LTD,
Preview the original
The page text is free to read. Previews and downloads of original files need an account.
Log in to previewLog in to download the original (Generally in Accordance Plans OPW12-0095.02.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.