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Reference Documents RAL21 0035
A/2 A/1 B/2 B/1
2100 1% AEP FLOOD DEPTH
DATUM RL -11.00 -11.00
COVER (& NATURAL SURFACE) LEVEL 4.35 (3.60) 4.20 (3.49) 3.97 (3.82) 3.61 (3.65)
DEPTH TO INVERT 0.75 0.75 0.32 0.11
HYDRAULIC GRADE LINE 4.86 4.78 4.27 4.87 4.65 4.27
INVERT LEVEL 3.60 3.45 3.65 3.50
PIPE CHAINAGE 0.00 5.42 0.00 6.23
PIPE LENGTH L=5.42 L=6.23
PIPE SIZE (mm) (2x)1500x750 (2x)1500x750
PIPE GRADE (%) 2.77% 2.41%
PIPE GRADE (1 in) 1 in 36.1 1 in 41.5
PIPE COVER MINIMUM Cover=-0.81
PIPE CLASS Class=BC Class=BC
PIPE ROUGHNESS n=0.013 n=0.013
Vcap - CAPACITY VELOCITY (m/s)
Vc - CRITICAL DEPTH VELOCITY (m/s)
Vn - NORMAL DEPTH VELOCITY (m/s)
Vf - FULL PIPE VELOCITY (m/s) Vf=1.94 Vf=1.62
Qcap - CAPACITY FLOW (L/s)
Q - PIPE FLOW (L/s) Q=3261 Q=2720
Qi - PIT INFLOW (L/s) & CHOKE (%)
Ku (& Kw) - PIT LOSS FACTORS
PIT TYPE HW IN auto HW OUT auto HW IN auto HW OUT auto
499965.20E 499967.11E 499978.88E 499977.51E
PIT SETOUT 7085459.90N 7085464.97N 7085456.61N 7085463.39N
3.60Z 3.45Z 3.65Z 3.50Z
ROAD NAME &
ROAD CHAINAGE & OFFSET
LINE A LINE B
NOOSA COUNCIL
REFERENCE DOCUMENT
RAL21/0035 24 JULY 2023
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
PROPOSED SUBDIVISION AT 21 JIRRIMA CRESCENT
H 1:500 V 1:100 TITLE: STATUS:
STORMWATER RFI RESPONSE
© ABN 89 647 469 707 IAN & JANIS ROWE BEN PARRY LONGSECTIONS
2 15/05/23 RFI UPDATE BP BP SCALE 1:500
37 MARY ST 10 30 50M RPEQ: 28084
1 05/04/22 'RFI RESPONSE' ISSUE JAC BRP NW
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: REV:
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP SHEET
DATE: 15/05/23 SIZE:
RECORCONSULTING.COM REVISIONS C33 20220089 A1 2
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