Approved Plans OPW21-0250

 

 

STRUCTURE

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‘Scale Vert 1100 ~ AT(1200 ~ A3}
0 $1520 25m

Scale Horz 1500 - AT (T1000 - A3)

 

 

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NOOSA COUNCIL
APPROVED PLAN

 

 

 

150mm iL 104.778 - |

  

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DESCRIPTION s/s =| [2 ze Ze

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PW21/0250 21 JAN 2022 e g
1ZE (mm) 2 Pa ‘a 21 25 tsa
LASS PC 7 t ae ae He
PIPE GRADE (%} 158% 507% 30% oon osx
BIPE SLOPE Thin XI a ‘e oH Bao ae
FULL PIPE VELOCITY {m/s} es ie 092 00 age
PART FULL VELOCITY {m/s} te ov ser ae is
DATUM RL 93.0 89.0 88.0
one 028s ote 0.000 ons
PIPE
FLOW = a «= » - < = & * =| a S = = s . x
umecky STRUCTURE 5 3 3 3 3 3g 2 z 3 Z| 5 : 3 g z a gl
HYDRAULIC GRADE LEVEL fg a8 eB 38 ee i 2 3 ae e ae BE aE Ee 32
DEPTH TO INVERT 2 ag alg 3 als al ge e alg g sls 4 gals ge 3/8
INVERT LEVEL 2 giz 3 g/5 als als 5 ES gz - alg a 3/8 8 ie als
OF DRAIN z |e B23 3/3 ais Ss eB s/s 5 Eee IS =
DESIGN 2 z s 3 3 g S s 2 z = 3 S 3 s g 2
SURFACE 2/2 ole lB aE ole |B 7 eZ mr & Is 3 5 lz
SETOUT 3 a/ 5 Sle SIE BB SIE 3 al SIE 5 EB SIE 5 ale
CAODDINATE z 25 z aie Sie 35 SIE é Sie SE E eas E 22
CHAINAGE s s am 2 5 3080 : 3 3 e 3} ans = 2 3] cus 3] a0 8

 

 

 

 

 

 

 

 

 

DATUM AMD:

MAX WATTERSON

 

 

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2 PEARSONS ROAD
COOROY QLD 4563

STORMWATER DRAINAGE
LONGITUDINAL SECTION
SHEET 1 OF 2

 

 

 

PLAN No |160-001-403 [eeusion] B Jat