Approved Plans MCU22-0144 & OPW22-0207 · MCU22/0144

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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CAS ) fra (pa (no Kana o>) Karna >) Knna )) fra (ano) ) D) Karo )) (pa
( A-5 ( A-4 ) ( -1 ) ( A-2 ) (AD1-3) (AD1-2 (AD1-1) ( A-4 )} IAD2-4) (AD2-3) IAD2-2 IAD2-1) | 1)
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[>———____,
DATUM RL 105.00 - - 104.00 107.00 7 105.00
COVER (& NATURAL SURFACE) LEVEL 113.86 | (114.42) 112.98 | (113.53) 112.71 | (112.48) 111.86 | (112.03) 110.60 | (110.87) 112.08 | (111.88) 111.86 | (112.03) 116.43 | (116.38) 115.93 | (115.88) 115.40 | (115.31) 112.98 | (113.53) 112.80 | (114.22) 112.80 | (113.75) 112.80 | (113.34) 112.80 | (112.90) 112.08 | (111.88)
DEPTH TO INVERT 0.97 0.69 | 0.74 0.81 | 0.83 0.23 | 0.95 0.30 0.54 0.41] 0.95 0.98 0.79 | 0.84 0.75 | 0.80 0.43 | 0.74 0.45 0.52 | 0.54 0.60 | 0.62 0.68 | 1.00 0.53 | 0.54
HYDRAULIC GRADE LINE 112.98 | 112.97 112.41 | 112.36 112.18 | 112.14 111-28 | 111.07 110.44 111.65 | 111.65 441-88 | 411.07 115.53 | 115.52 115.20 | 115.14 114.70| 114.65 113-60 | 412.36 112.52 | 112.46 112.37 | 112.35 112.29 | 112.27 112.21 | 111.87 111.65 | 111.65
INVERT LEVEL 112.89 112.29 | 112.24 111.90 | 111.88 111.63] 110.91 110.30 111.53 111.46 | 110.91 115.45 115.14 | 115.09 114.65 | 114.60 112.55 | 112.24 112.35 112.28 | 112.26 112.20 | 112.18 112.12| 111.80 111.55 | 111.53
PIPE CHAINAGE 0.00 13.70 27.52 36.56 54.11 0.00 12.94 0.00 6.82 13.62 36.41 0.00 6.55 12.57 19.22 30.42
PIPE LENGTH L=13.70 L=13.82 L=9.05 L=17.54 L=12.94 L=6.82 L=6.79 L=22.80 L=6.55 L=6.02 L=6.65 L=11.20
PIPE SIZE (mm) 225 225 225 300 225 150 150 150 150 150 150 150
PIPE GRADE (%) 4.41% 2.5% 2.74% 3.48% 0.61% 4.54% 6.48% 8.99% 1% 1.02% 0.99% 2.23%
PIPE GRADE (1 in) 1 in 22.7 1 in 40.1 1 in 36.4 1 in 28.8 1 in 163.8 1 in 22 1in 15.4 1in 11.1 1 in 100 1 in 98.3 1 in 101 1 in 44.8
PIPE COVER MINIMUM Cover=0.47 Cover=0.45 Cover=0.60 Cover=-0.33 Cover=0.31 Cover=0.67 Cover=0.59 Cover=-0.44 Cover=0.30 Cover=0.39 Cover=0.47 Cover=0.33
PIPE CLASS Class=uPVC SN10 | Class=uPVC SN10 | Class=uPVC SN10 | Class=uPVC SN10 Class=uPVC SN10 Class=PVC Class=PVC Class=PVC Class=PVC Class=PVC Class=PVC Class=PVC
PIPE ROUGHNESS n=0.013 n=0.013 n=0.013 n=0.013 n=0.013 n=0.013 n=0.013 n=0.013 n=0.013 n=0.013 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) VfF1.54 Vf=1.37 Vf=1.77 Vf=2.23 Vf=0.79 Vf=1.29 Vf=1.90 Vf=2.05 Vf=0.67 Vf=0.91 Vf=0.89 Vf=0.99
Qcap - CAPACITY FLOW (L/s)
Q_ - PIPE FLOW (L/s) Q=20 Q=40 Q=64 Q=84 Q=15 Q=10 Q=10 Q=10 Q=10 Q=10 Q=10 Q=10
Qi - PIT INFLOW (L/s) & CHOKE (%)
Ku (& Kw) - PIT LOSS FACTORS
PIT TYPE 600x600 FI 600x600 FI 600x600 FI OSD TANK HW OUT 600x600 FI OSD TANK 300x300 FI 300x300 FI 450x450 FI 600x600 FI 300x300 FI 300x300 FI 450x450 Fl 600x900 FI 600x600 FI
491514.18E 491511.75E 491525.25E 491534.08E 491550.78E 491544.64E 491534.08E 491494.05E 491492.47E 491490.87E 491511.75E 491523.99E 491530.36E 491536.23E 491542.66E 491544.64E
PIT SETOUT 7078726.39N 7078712.91N 7078709.98N 7078708.04N 7078702.65N 7078715.52N 7078708.04N 7078735.31N 7078728.67N 7078722.07N 7078712.91N 7078731.12N 7078729.60N 7078728.25N 7078726.54N 7078715.52N NOOSA COUNGIL
113.86Z 112.98Z 112.71Z 111.86Z 110.30Z 112.08Z 111.86Z 116.43Z 115.93Z 115.40Z 112.98Z 112.80Z 112.80Z 112.80Z 112.80Z 112.08Z
APPROVED PLAN
MCU22/0144 & OPW22/0207
LINEA LINE B LINE IAD1 LINE IAD2 7 FEB 2023
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
a! I ' PROPOSED RESIDENTIAL DEVELOPMENT
> 7)
oO, & er TITLE: STATUS:
Oar SUNSHINE GROVE PTY LTD a a
! D | 19/12/22 | RFIUPDATE BRP JB BRP 9 KAURI STREET SN DRAINAGE LONGSECTIONS |MATERIAL CHANGE OF USE
© ABN 89 647 469 707 — — COOROY, QLD, 4563 BEN PARRY AND
RPEQ: 28084
37 MARY ST
NOOSAVILLE, QLD 4566 NOT USED SCALE: CPEng NER OPERATIONAL WORKS
+61 7 5211 1003 REV | DATE DESCRIPTION DWN | CHK APP 4 :200 " DRAWING NUMBER: PROJECT NUMBER: SHEET] REV:
: DATE: 13/01/22 C41 20220156 SIZE:
RECORCONSULTING.COM REVISIONS DO NOT SCALE, IF IN DOUBT ASK A1|D

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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Version: 1, Version Date: 25/01/2023