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Approved Plans & Documents - OPW22 0299 · OPW22/0299
Plans and drawings: the text below has words only, no drawings.
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NOT FOR CONSTRUCTION
≈ 0.74
001
002
003
004
005
1.2m LONG ROAD GULLY 006
STRUCTURE NO
≈ IL 28.780
UNDERGROUND TANK
Ø1050 ELONGATED MH
CONNECTION TO
Ø1050 MH ELONGATED 1200mm
TYPE 2 PIT
TYPE 2 PIT
TYPE 2 PIT
900 x 900
900 x 900
900 x 900
1050 MH
REFER DETAIL
STRUCTURE TYPE
RP92518
IL 28.7 LOWER CATCHMENT
135
50
SETOUT POINT 01 UPPER CATCHMENT APPROX .05 ha
REFER LONG SECTION - APPROX 0.15 ha
RP122891
2
N 4959.916
N 4956.792
N 4942.332
N 4942.203
N 4932.085
N 4918.830
E 1996.874
E 1994.995
E 1994.001
E 1995.886
E 1995.792
E 1991.913
STRUCTURE SETOUT BREAK OUT REDUNDANT Ø300 RCP
≈ IL 28.675
INSIDE NEW MH & MAKE GOOD
1.2m LONG "LIL" ROAD GULLY
UNIT WITH 1m LONG TAPERS
LIP OF K&C
CATCHMENT PLAN
EDD RL 35.06
PLAN NTS
DESIGN SURFACE UPPER CATCHMENT (POST-DEVELOPED)
INDICATIVE ONLY
T
WIER APPROX RL 35.11 Qy = (Cy . tIy . A) / 360
IN
1.2m LONG "LIL" ROAD GULLY UNIT RECONSTRUCTED ROAD PAVEMENT
PO
UT
A = 0.15 ha
TO
SE
C10 = 0.88 (fi 0.90)
NATURAL SURFACE tc = 5 mins
I 10 = 271 mm/h (Inclusive Climate Change Factor of 20%)
ELONGATED CONVERTOR SLAB WITH Q10 = 100 L/s
VOID TO SUIT ROAD GULLY UNIT
EXIST
NEW Ø300 Ø300 FULL CATCHMENT (PRE-DEVELOPED)
IL 28.750 Ø1050 MH ELONGATED 1200mm
≈ IL 28.675 Qy = (Cy . tIy . A) / 360
A = 0.20 ha
BIORETENTION BASIN
C10 = 0.84 (fi 0.70)
REFER DETAIL tc = 5 mins
SECTION 01 I 10 = 271 mm/h (Inclusive Climate Change Factor of 20%)
- Qy = 127 L/s ← TARGET FLOW FOR ORIFICE SIZING
STRUCTURE "006" DETAIL
SCALE 1:25
D
DISCHARGE ACO DRAIN EXISTING TELSTRA TO BE
TO STRUCTURE NO 005 LOWERED / RELOCATED EXISTING SEWER
PIT SL 29.90
BASEMENT GARAGE DRIVEWAY
200
200mm FOR OVERFLOW
DETENTION
NOOSA COUNCIL
18,000 LITRES
APPROVED PLAN
200
CONSTRUCT ELONGATED MH 900 WIDE x 200 HIGH OVERFLOW VOID
STORAGE FOR REUSE
18,000 LITRES
OVER EXISTING SW LINE
OPW22/0299 15 MAY 2023
DETENTION ORIFICE
1000
OVERALL SIZE OF ARRANGEMENT ON
900 x 900 TYPE 2 FIELD INLET
SW DN300
APPROX PIT'S NORTHERN WALL.
SE DN150
OVERFLOW / DETENTION / STORAGE
SE DN150
300
IL 28.675
IL29.355
ONLY 10m x 3m x 1.5m REFER DETAIL. PER IPWEAQ STD DRG DS-050
IL33.00
PROVIDE 300 x 300mm ROCK SCOUR
100
DATUM RL 27.0 PROTECTION AT ROOFWATER OUTLETS 60
100
KERB WITH BREAKS (d50 100mm ROCK, 150mm THICK)
PIPE SIZE (mm) Ø300 Ø300 Ø300 Ø300
300
100
UNDERGROUND TANK 100 100 100 100 100 100 DETENTION STORAGE ORIFICE VOID ARRANGEMENT,
PIPE CLASS RCP RCP RCP RCP WEIR APPROX RL 35.11 DERIVED USING SUNSHINE COAST COUNCIL FACT SHEET
SURFACE ~RL 35.16
1:2 EDD RL 35.06 'ON-SITE UNDERGROUND DETENTION STORAGE ORIFICE
100
PIPE GRADE (%) 1.071% 5.104% 1.467% 0.000% 1.221% MA 100 100 100 100
0.4
PROPOSED WALL
X 50 PLATE SIZING FOR DEEMED-TO-COMPLY DETENTION'
0.3
PIPE SLOPE (1 in ...) 93.372 19.593 68.150 10.000 81.900
ROOFWATER PIT IL 28.90
1.600
1.120
2.610
2.350
4.680
1.000
1.000
1.000
1.000
1.003
1.078
APPROX BASIN
DEPTH TO INVERT ONLY ROOFWATER OUTLET OVERFLOW
NOT FINAL PIT
J:\2021\21617ID1_24 Katharina St & 10 Natasha Ave Noosa Heads - Road Access\4.CADD\#ACAD\2.OPW\21617_CIVIL.dwg
75 150 150 150 150 150 75
33.460
33.430
31.940
31.250
28.920
28.900
28.900
28.900
28.900
28.750
28.675
APPROX STORMWATER PIPE (REFER LONG SECTION)
BIORETENTION BASIN SOIL PROFILE
INVERT LEVEL ONLY
AS PER WBD BIORETENTION
NOT FINAL 150 150 150 150 150 150
TECHNICAL DESIGN GUIDELINE
35.060
(35.649)
34.550
(35.235)
33.600
(33.569)
29.900
(33.762)
29.900
(31.476)
29.753
(29.753)
· 500mm - FILTER MEDIA
DESIGN (& EXISTING) EXISTING SEWER TO REMAIN 900
· 100mm TRANSITION LAYER
SURFACE LEVEL · 300mm DRAINAGE LAYER
0.000
3.701
18.195
20.085
30.085
42.368
CHAINAGE / LENGTH 2.801 13.519 1.363 10.000 12.283 BIORETENTION BASIN DETAIL DETENTION STORAGE ORIFICE ARRANGEMENT DETAIL
NTS SCALE 1:10
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
AR DR
This drawing is subject to
copyright in accordance with CHRIS CLOUT DESIGN MARK BAIN 24 KATHARINA ST & 10 NATASHA AVE STORMWATER DRAINAGE DETAILS AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's CONSTRUCTIONS AR DR NOOSA HEADS QLD 4567 AND CALCULATIONS Drawing Number
client. This drawing shall only D 19.04.23 KATHARINA ST DRAINAGE CONNECTION DR
be used for this specific project.
C 23.02.23 KATHARINA ST DRAINAGE CONNECTION DR
Approved RPEQ No RP DESCRIPTION 2 RP122891 & 135 RP92518 21617-C301
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 30.01.23 OPW IR RESPONSE DR MCU APPROVAL - HORIZ DATUM LOCAL 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 25.10.22 OPW APPLICATION DR [email protected] www.todconsulting.com ROL APPROVAL - VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 19.04.23 OPW APPROVAL - RL DATUM LOCAL MEASUREMENT BAR - INCREMENTS IN mm 7 of 7 D
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