Reference Document - RAL23/0002.01 [As Published]

 

1% AEP FLOWS

 

 

 

 

 

 

Catchment| Area (m2)} fi(%) | tc (mins)! Intensity (mm/hr) C ae
A 861 30 10 235.05 0.88 0.050
B 1619 30 10 235.05 0.88 0.093
C 764 40 10 235.05 0.91 0.045
D 1241 40 10 235.05 0.91 0.074
E 476 40 10 235.05 0.91 0.028

 

 

 

 

 

 

 

 

 

SWALE DRAIN
CONTROL LINE

FROM 1 IN 4 TO FLAT AT STAR
OF LEVEL SPREADER

PROPOSED 10m LONG x 1.5m
LONG LEVEL SPREADER

RL 89.498m AHD

REFER TO DWG 025 FOR DETAILS

LOT 4 RP809059

SWALE DRAIN CAPACITY CHECK

 

 

 

Sele SE) Price eer Boe (e-\a\/ amma
Location Slope LHS Width Slope RHS Depth (m) Cann) Q(m3/s) Depth Depth Adequate
(1 in x) (m) (1 in x) (m3/s) (m/s)
A 4 0.00 2 0.25 0.035 | 0.005 0.050 0.095 0.50 YES
B 4 0.00 2 0.25 0.035 | 0.040 0.143 0.268 1.43 YES
Cc 4 0.00 2 0.25 0.035 | 0.032 0.188 0.239 1.28 YES
D 4 0.00 2 0.38 0.035 0.010 0.262 0.395 0.94 YES

 

 

 

 

 

 

 

 

 

 

 

 

 

LOT 2 RP864877

2m WIDE DRAINAGE EASEMENT

PROPOSED SWALE
DRAIN. REFER TO DWG
025 FOR LONG SECTION

Ss)

— —» —»
94° 7

PROPOSED DOUBLE
COVERED CARPORT
(BY OTHERS)
(FFL 94.218m AHD

DRIVEWAY CONTROL LINE

PROPOSED CONCRETE
DRIVEWAY. REFER TO
DWG 025 FOR DETAILS.

A

STORMWATER LAYOUT PLAN

 

REFERENCE DOCUMENT
RAL23/0002.01
NOOSA COUNCIL
2 SEPTEMBER 2024

 

 

 

LOT 4 RP864877

LOT 1 RP809059

LOT 2 RP809059

 

ae

SWALE DRAIN CONTROL LINE SETOUT TABLE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

PT | CHAINAGE | EASTING |NORTHING| HEIGHT | BEARING | DEP.SEG | DEP.RAD | DEP.LEN
Ss 0.000 485954.135 7084822.495 94.270 0°54'25.28" LINE 15.917
TC 15.917 485954.387 7084838.410 93.279 0°54'25.28" ARC -2.000 1.823
CT 17.740 485953.637 7084840.003 93.209 308°40'30.00" LINE 3.519
TC 21.259 485950.890 7084842.202 93.068 308°40'30.00" ARC -2.000 1.055
CT 22.314 485949.934 7084842.619 93.025 278°26'59.53" LINE 42.813
TC 65.127 485907.586 7084848.910 90.036 278°26'59.53" ARC -5.000 7.281
CT 72.409 485902.022 7084845.259 89.542 195°00'37.67" LINE 13.465
DIS 85.873 485898.534 7084832.254 89.498 194°34'20.50" LINE 3.041
TC 88.914 485897.769 7084829.311 89.860 194°34'20.50" ARC -10.000 1.702
CT 90.617 485897.483 7084827.635 90.163 184°49'04.15" LINE 1.194
E 91.811 485897 .383 7084826.445 90.375 184°49'04.15"
CATCHMENT BOUNDARY
1. REFER TO DWG 010 FOR EXISTING FEATURES LEGEND
2. REFER TO DWG 020 FOR DESIGN LEGEND
3. ALL DISTURBED AREAS TO BE TURFED AS SOON AS PRACTICABLE
4. ALL BATTERS STEEPER THAN 1 IN 4 SHALL BE LANDSCAPED
(LANDSCAPE DESIGN BY OTHERS)
5. SWALE DRAIN TO BE ROCK LINED (OR APPROVED EQUIVALENT
STABILISATION METHOD) WHERE LONGITUDINAL GRADE |S
STEEPER THAN 5%
6. _CATCHMENT BOUNDARIES OUTSIDE OF PROPERTY WERE
DETERMINED USING STATE GOVERNMENT LIDAR
J EXISTING SURFACE
wt
aN DESIGN SURFACE
1 IN 4
=
=
€
lO
N
oO

TYPICAL SWALE DRAIN SECTION

SCALE 1:25

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

SCALE 1:200
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
ws PROPOSED RESIDENTIAL SUBDIVISION
p>
Fo TITLE: STATUS:
ZN NEIL GAGHAN
35 PAVILION STREET STORMWATER LAYOUT
© ABN 89 647 469 707 1500 ©6000 10 15 20m tstoo S012 84m
ee (! POMONA, 4568, QLD ADAM BROUGHTON RPEO 8915 PLAN
NOOSA EADS. OLD 4567 7 | 19/08/24 | OPW RFI AB mvP_ | MVP |SCALE:
+61 7 5211 1003 REV | DATE DESCRIPTION DWN | CHK | APP | 1:200 0 2 4 6 8m © 1:25 0 0.5 1.0m DRAWING NUMBER: PROJECT NUMBER: SHEET] REV:
| SIZE:
RECORCONSULTING.COM REVISIONS DO NOT SCALE, IF IN DOUBT ASK 040 20220217 A1|7