Original source · versioned page text
Generally in Accordance OPW12-0095.01 Approved Plans.pdf
-
NOOSA COUNCIL
GENERALLY IN ACCORDANCE
OPW12/0095.01 3 APR 2018
28/02/2018 N:\M1717\STAGE 5\DESIGN\WORKING DRAWINGS\DRAINAGE SECTIONS
PRELIMINARYNOT FOR CONSTRUCTION
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 A
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 C DESIGNED PGM
NOOSA DOMAIN PTY. LTD. COUNCIL REF:
ENGINEERS APPROVED T.M KINNEY 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 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]
STRUCTURE - a a a x x REFERENCE POINT LOCATION FOR
NAME = < = < < Q S = < = STORMWATER DRAINAGE STRUCTURES
_ N —lso N mn mo —t _ N MS
N OOSA co U NCI L STRUCTURE | HORIZONTAL REFERENCE LOCATION VERTICAL
+I TYPE (STRUCTURE SETOUT CO-ORDINATES) | REFERENCE
a|<
| of ge so]. fo GENERALLY IN ACCORDANCE >
STRUCTURE yy iy ale zZle 3 4 8 % ps FrsheD
DESCRIPTION 2 = gfe z|E 2 2 Zz Zz 2 OPW1 2/0095.01 3 APR 201 8 ‘oowarer || Gain suarr | SURFACE LEVEL
a a Qa a a a a - MANHOLE/PIT
a d z|\5 es a a a a a ‘ COVER
a Ble B= s a Ble a a Se [
als ale gle als als als als als ays
~IS |S Z\= ars +S |e ~IS >+|s |S
713 EIS als B ZI$ = 713 2/3 EIS
KERB INLET CENTRE OF LIP OF
LIP-IN LINE
(Ds-063) CHAMBER KERB
mo A CENTREOF | sop of crare
ROOFWATER: CHAMBER OR COVER
Pir
OF HEADWALL
frou rameret | AM
|
PIPE SIZE (mm) 375 375 315. 375 315 375 315
‘AND PIPE CLASS TLASS 2 TLASS2| CLASS 2] CLASS 2 | CLASS? TLASS2| CLASS 2
PIPE GRADE % 0.40% 0.40% 0.40% 0.40% 0.11% 0.43% 0.40%
PIPE SLOPE 1 in X 250,00 250,00 | 250.00 | 250.00 | 938.30 232.44 | 248.95
FULL PIPE FLOW VELOCITY (m/s) 2210.17 ty) 0,520.41 ty} 1,041.81 ty) 600] J (eR no row na
0.82 081 075 0.75
PART FULL FLOW VELOCITY (m/s] edhe | Om ony) | wey) c D7) Sry purty b-0050 (BOLT DOWN GRATE]
WATER LEVEL . . . . g | ,
IN STRUCTURE 5 8 s S s 2 8 g 3 8 3 | 4
a a a a ai PS z 2 2 &
HYDRAULIC ale ula «leo a om ole om L )
GRADE LEVEL x18 ale s|s S\5 S/S S| 8 Sls Bis als r STUBS TO ROOFWATER PITS
als jal vis PPS Alsi ails z ZZ 2/2 a ! TO BE 2 x $100 (TYPICAL)
(cumace)” 0.026 0,025 0,025 0.058 0.114 0.018 0,019
u PLAN
PIPE CAPACITY om am loom | om | cost ans | om GRATED ROOFWATER PIT - TYPICAL DETAIL
AT GRADE (Cumecs) : as : (TYPE 2 - FIELD INLET AS PER IPWEAQ STD DWG D - 0050)
(600 x 600 SHOWN - 600 x 900 SIMILAR)
SCALE 1:20
DEPTH TO INVERT g 8 x le sig gle 8 s xe 8
g g 8 $|¢ a8 Bld 8 8 Pay g
INVERT LEVEL ee - . ale
OF DRAIN 2 2 & 38 £8 3/8 §& ze 28 8
DESIGN SURFACE ° . . . . o a
LEVEL g ” < aq s 5 2 s a
cle els cle ele els gle gi ele
STRUCTURE SETOUT e|e Ble als 2\2 els 2 ele =|s as le
CO-ORDINATES als ale |5 a\s S5 S\s \§ als E
- S) DIAL BEFORE | |
RUNNING CHAINAGE e| 46782 e| 182732) 25.710 8) 4.4345 es} 11.7082] 5857 8 YOU DIG | |:
s s s 8 ib
aL} SL sl |g PRELIMINARY avatT00cona0 | |
LINE 1A D 41H NOT FOR CONSTRUCTION The Essential First Step E
DETAILS: iS
Horizontal 1:1000 THIS SCALE SHOWN IS ORIGINAL DRAWING SCALE PRO PLAN Is
Vercal 1000 |g ag tat) 1100 10 DRAINAGE LONGITUDINAL SECTIONS M1717E5 DO3 A&E
Al 0 10 20 30 40 50 (At) 1:1000 100 “NOOSA COUNCIL E
a APPROVED CNfawwey geaseser umers Pcue[PoM NOOSA DOMAIN PTY. LTD. counc er E
eeasos? — Brpcasesr Clrpcqcoss [orawn
URBANCONSULTANTS —__ - _smarsit caeckeo [ADF | A | ORIGINAL ISSUE FOR COUNCIL 28/02/18 |pem| NOOSA DOMAIN RETIREMENT VILLAGE OPW12/0095 iE
Foranoon sens orp unsanconsaautserrto Cgpeq goes 1 DATUM: AHD | ISSUE: DETAILS: care. | wr | 39 WALTER HAY DRIVE, NOOSAVILLE FILENAME: DRAINAGE SEcTioNs.owG fg
"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 Wi (THOUT THE WRITTEN CONSENT OF JFP 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 OPW12-0095.01 Approved Plans.pdf)
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.