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Compiled Approved Plans - OPW12-0095.03 · OPW12/0095.03
Plans and drawings: the text below has words only, no drawings.
NOOSA COUNCIL
APPROVED PLAN
OPW12/0095.03
11 JULY 2024
19/04/2024 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\DRAINAGE SECTIONS
NORTH: SCALE: ISSUE: TITLE: DETAILS:
Horizontal 1:1000 PROJECT: PLAN: ISSUE:
THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
BRISBANE - SUNSHINE COAST - CENTRAL QLD PLANNERS
Vertical 1:100
0 1 2 3 4 5 (A1) 1:100 10 DRAINAGE LONGITUDINAL SECTIONS M1717E5 D03 C
SUNSHINE COAST URBAN DESIGNERS A1 0 10 20 30 40 50 (A1) 1:1000 100
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 C PIT 3B/D ADDED 04/06/18 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
PIT SIZES, PIPE MATERIAL & CLASS AMENDED
ORIGINAL ISSUE FOR COUNCIL
04/05/18 PGM
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 SECTIONS.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]
am | | 33 qs 4 ag ga =
~ 2 S
= a =i, oS on oa + r- ma > a a
~ “ |S ~ « x n ~“ “ ~
ta w "le w ta 7 tu ws ws w
2 2 =]; a 2 a 2 a a a
& S Ble uy > = S > S = S
= = = 3 = = = = = = =
wl? 2
STRUCTURE ee ee | ee ee ee ee ee
DESCRIPTION Zie zie si i Z/E 2g Zle zle zle 2le Ble
als als 7 | 3l= als als als als als als als
als a]S Blz s|= als als als gs ZS ZS als
| x i} x ole S/2 |x | x | x Z| x i] x | x i} x
«le ale a|s ale «le ale «le ale ale «|e ale
= ale Sle Sls Sle Sle md ale ale ale ale
s/s =|S 3/5 ela =\s =\s s/s =\s s/s =\s =/S
ala ala ala ule ala alan ala ala ala ala alan
-— a L | ——}—
-_— dt
f a 5 —
PIPE SIZE (mm) 375, 375 375 375 315 375(2) 375 315,
AND PIPE CLASS PP SNB PP SN8 | PPSN8 | PPSN8 | PP SNB PP SN8 | PP SN8
PIPE GRADE %. 0.40% 1.20% 0.65%, 0.62% 0.50% 0.43% 125%
PIPE SLOPE 1in X 250.00 83.06 754.89 | 160.38 200.00 232.44 | 80.14
FULL PIPE FLOW VELOCITY (m/s) 2210.17 1y)0,52(0.41 ty) f.04(0.81 ty} 2310.18 1y)
PART FULL FLOW VELOCITY (m/s. 0.82 120 0.95 0.75 1.42
{m/s} AR ER (1.12 ty) | (0.89 ty) (0.70 ty) | (1.05 ty)
RU -11.0
WATER LEVEL ow
IN STRUCTURE i a & 8 g 2 3 R g x 5 8
a a a a A Ni 2 a a 2 2 2
HYDRAULIC
GRADE LEVEL mle 64iR «ORS OIE OBIS SSB alS SIS 818 81a 88
ala ala aa ala ails ala Z ala ala 2/2 22 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 g 3 e el8 28 sa 2 ¢ e ale &
3 8 a m|R mlm ala 8 g a i ala g
INVERT LEVEL
OF DRAIN g 3 gs «le aia gis e —- 2 g ala 8
a A a 2|F == 2\2 2 = = 2 =l= =
DESIGN SURFACE 2 6 8 6 s _ _ s . o a
LEVEL = a = a 3 Ss Ss 3 = Ss &
mi mn m mn mi mi mm mn mi es a
2/8 BIS mls Rls als & 2/8 als 8/5 e|B =
STRUCTURE SETOUT gle Ble |S ale els 2 als =| als als 3
& S|h ale Sis 5|a alk BIg alg g|S g
CO-ORDINATES alg ale 2/5 2|§ 2/5 Z/5 2/5 2/§ 2|§ 2
5 Pe 5|z PE mlz Bz mlz 5|z Bz &
RUNNING CHAINAGE g| 48288 g| 182738) 25.710 B] 14.4345 g| tees 8 g] 11933 | 6.007 g
Ss # s gS o & Ss = s = =
LINE 1A D D 1H
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE
Vertical 1:100
AL 1 2 3 4 = 5 (A1) 1:100 10
oO 10 20 30 40 50 (A1) 1:1000 100
reeasos’ — "Brreases: Clapeacoss | orawn
URBANCONSULTANTS Fonsnp on stir OF re URBAN consuLtanTseTvir — C]SMARSH o crecreo | ADE
‘RPEQ 8068 DATUM: AHD.
B
A
PIT 3B/D ADDED
PIT SIZES, PIPE MATERIAL & CLASS AMENDED
ORIGINAL ISSUE FOR COUNCIL
04/06/18
04/05/18
28/02/18
PGM
PGM
PGM.
ISSUE:
DETAILS:
DATE:
INIT:
REFERENCE POINT LOCATION FOR
STORMWATER DRAINAGE STRUCTURES
STRUCTURE HORIZONTAL REFERENCE LOCATION RONEN
TYPE (STRUCTURE SETOUT CO-ORDINATES)
LEVEL
FINISHED
MANHOLE AND
SURFACE LEVEL
Boor ATER MAIN SHAFT | MaNHOLE/PIT
COVER
KERB INLET CENTRE OF
LIP IN LINE GULLY eae
(DS-063) CHAMBER
FIELD INLET
AND _ CTE | ToP oF GRATE
ROOFWATER AMBER OR COVER
PIT
OF HEADWALL
INVERT OF
HEADWALL (END ere OUTLET PIPE
NOOSA COUNCIL
APPROVED PLAN
OPW412/0095.03
11 JULY 2024
/- (GRATE NOT SHOWN FOR CLARITY)
] FOR GRATE DETAILS REFER IPWEAQ
600
STD DWG D-0050 (BOLT DOWN GRATE)
LJ
STUBS TO ROOFWATER PITS.
TO BE 2 x $100 (TYPICAL)
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
DRAINAGE LONGITUDINAL SECTIONS
NOOSA DOMAIN PTY. LTD.
NOOSA DOMAIN RETIREMENT VILLAGE
35 WALTER HAY DRIVE, NOOSAVILLE
DIAL BEFORE
YOU DIG
www.1100,com.au
The Essential First Step
Pansy
iH
M1717E5 DO3 C
LOCAL AUTHORITY Re
NOOSA COUNCIL
COUNCIL REF
OPW12/0095
FILENAME: DRAINAGE SECTIONS.OWG
STR OET Ne WATTATASTAGESVDESTGN WORKING DRAW NGSIORAINAGE SECTIONS
BAN CONSULTANTS PIY LTD THIS
‘OR TRANSMITTED IN ANY FORM OR 8
NY MEANS IN PART OR IN WHOLE ‘CONSENT OF IFP URBAN CONSULTANTS PTY LTD
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