Compiled Approved Plans - OPW19 0203.03 · OPW19/0203.03

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

STRUCTURE 3 Sp aq sp SSS a ofS] fs a
gs gg ¢e 3 gg 2 gs & =| 3g 2} og = § 2s 2 =
Ss al 8 S| p ps as £ S| 3 =| 3 =| 8 =| sl a
me j “ * i “3 NOOSA COUNCIL
3g 2 2 2 2 2 2 a 3 g 8 g 8 3 g g a
a s # Ef 8 § a] Og a] o£ alg Ee ee APPROVED PLAN
a ee ele s} HOE J 4 3 OPW19/0203 13 DEC 2019
STRUCTURE Z 8 3 8 8 t Z Zz 3 3 E e 5
DESCRIPTION qi g zg a 3 3 5 > a
. al 8
Dest sue
crow.
C74
= | |
E vasa era
5
PIPE SIZE (mm) 2250 2250 2250 2250 2250 2250) 3000 1500 2250) 3000 3750 3750
PRECISE eit Rt eit it re Re Re
PIPE GRADE (‘4) 145% 145% 145% 10% 118% 1.06% 050% 1.00% 1.00% 271% 9.50% 062%
SPESLOPE Ln ia tee oe LL wits ws Ha a
FULL PIPE VELOCITY (rv/s) 13 13 4 13 423 sa gor i 413 225 412 425
PART FULL VELOCITY (ns) ee 1 ea 18 tt if ty
DATUM RL 10.0 -10.0 9.0 -10.0 9.0
H.G.L IN PIPE & ae e B 5 e SB Sls SIS ae 5 2/5 5 ee 38 aie 5
W.S.E IN STRUCTURE
PIPE FLOW
os | ont oss asso | aos | cose | ones oats osas ona ome | oar
(Cumecs)
PIPE CAPACITY 0.054 0.054 0.054 0.054 0.049 0.046 0.068 0.018 0.045 0.189 0.126 0.138
|AT GRADE (Cumecs)
DEPTH TO INVERT Ae OE 2 SS se : 3 : : a a §
INVERT LEVEL B SB SIS 72 38 Se BR AR eB 8 S 3s Bae Ese SB
OF DRAIN
DESIGN SURFACE 3 5 g 5 5 5 Q g 3 3 3 § gl a 3 5 3
LEVEL
ye SER 38 e se Se oe ae ae ae a8 Be Se ge ge GS
COORDINATES qe SB ale ae ee e ae ae ae SB ae ae ae ae 8
ws wie wile we = ule ws whe “le ule “le whe wl ules wl ule 2 HoRIz: ° 10 20 30m
3 8 g 3] 3 3 Z| g 3 3 2 3| 3 5 3 3 g Scale 1:500 @A1
CHAINAGE S| 100 “| aren BI ses So as02 S190 3] 1432 B] 1383 Ss} 1.380 * a S| aa 8 =] rst a] 3218 | Scale 1:1000 @A3
ot 2m
VERT: (pmsl
LINE 13 14 15 16 18 Ser 1 Gm
Scale 1:100 @A3
prota. penspzcrve 64 GATEWAY DRIVE -— Mie. OR 64 GATEWAY DRIVE, NOOSAVILLE STORMWATER DRAINAGE |as sHOWN| A1
owe Street PTY LTD MAKP. DR LONGITUDINAL SECTIONS _ [oawing number
a STORMNTATERVENOES TEE] NOOSAVILLE, QLD 4566 eros og ash Tareicarnon orsau ar SHEET 3 OF 3 18556 - C120
evcoiarndeesect, | _pertsa stomwaren aweNeo Eee sere ate weviopnova Meu tees senonnanoca, Sot Reva
jesoewpen”""” [Revi pate [Revison Descibton Dawa obese 13 oe aoe 200123 |