OPW14/0197 Approved Plans Part 3 (N13078)

          -
   NOOSA COUNCIL
  APPROVED PLANS
OPW14/0197 3 OCT 2014


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STRUCTURE o o - o = =
~~ > N
NAME =| 2 2 z@ z| =] al =| =] =| =| = = £
—— ~ = ~ = —J N ~ NS ~ = ~ ~ D>
= a a = Ps S S a S a 2 a a Ss
STRUCTURE .
DESCRIPTION 5 5 o 5 5 = 2 2 5 4
g g 8 g 3 = 3 a 3 wo 4g a a z
Zz Zz 2 Zz z 3 S Je © Sle 2 lee Sle a lS
3 3 8 3 3 = d 2/5 3 z|5 3 2|5 Zip e|2
=} ff] 63] 0S =} £| 3 x2 | se =| zz z/E  3|5
3 3 3 3 R 5 zB Ble Z Ble & Ble Ble Fe
= = = = = 4 2 Zl 2 2/2 % 2\2 2|2 s/s
s s 8 s s 5 e e\2 2 ele se 2|8 2B sls
Ss Ss 3S Ss an wm) a vy a S wh wl = cS
NOTE:
1. NOTWITHSTANDING THE
STORMWATER STRUCTURE
LEVELS SHOWN, THE iq
COVER OR GRATE LEVEL _ PW]
SHALL SUIT THE FINISHED * T
SURFACE PROFILE. SN 4
2. THE PIPE CLASSES HAVE tC Xd a
BEEN DESIGNED FOR q MN
SERVICE LOADS ONLY. THE m
CONTRACTOR SHALL
ASSESS ANTICIPATED
LOADS AND UPGRADE THE
PIPE CLASSES IF
NECESSARY IN -
ACCORDANCE WITH AS =
3725-1989. CRACKED PIPES ——— =
WILL NOT BE ACCEPTED. — 2
3. CONTRACTOR TO CHECK Z
EXISTING CONNECTIONS B
PRIOR TO CONSTRUCTION.
4, REFER TRENCH COMPACTION ROOFWATER SWALE
DETAIL ON DRG. N13078-112 REFER LAYOUT PLAN y-
N13078-112 FOR DETAILS 4
2astu)_|_ 225(u)_|_ 300tu)_|__3o0(u)__| _ 30013) 37513 317503 37503 37503 37503
PIPE SIZEmm (Class) (u) (u) (U) (u) (3) (3) (3) (3) (3) (3)
PIPE GRADE % 050% _|_ 110% _|_ 2.00% 1.63% 050% 1.5% 7.00% 4.00% 5.00% 100%
PIPE SLOPE 1 in X 200.00 |~ 90.91 ~~ 50.00 B10 | 200.00 B43 14.29 75.00 20.00 100.00
FULL PIPE FLOW VELOCITY (m/s]__ oss 107 092 122 154 0.63 0,84 41 2.60 2.60
PART FULL FLOW VELOCITY (m/$) ‘1 337 309 328 386
DATUM RL 7.0 DATUM RL -4.0 DATUM RL -3.0
WATER LEVEL a} s| gg) 8 2) gf 8) 8s} gs} 8s 8 8 gs) 2
IN STRUCTURE 5 = = ¥ a = a a = a a a S =
HYDRAULIC alg s|§ gfe 8/2 s/f 8] 8]8 S/S SJE SIS Ble S/S slg #8
GRADE LEVEL S/S Sls S|= si\e 212 2 aa aa za aa ao aa Sia a
ic rr ae 0.023 | 0.044 | 0.065 0.086 0,109 0.070 0.093 0.129 0.287 0.287
= ait clin ele sig «= es mos e sls ale 9
DEPTH TO INVERT € §2 gf 8& B88 8 a & BE & &§IE #8 8
INVERT LEVEL & gs 8 §8 alk & g 8 z 8 B slg ale 8
OF DRAIN = FF sles sles #/= = a oo a 2 = le BR
DESIGN SURFACE 3} #2) 38 8 es} §/ g 3g) 38 8g} 8 8 3) 3
LEVEL = e = = o = # 9 # oO 2 a e s
SETOUT Ble S/R g/8 8/8 S/5 a|s S| lS 8/8 S18 IR Ss &/e 3|% NOOSA COUNCIL
gj2 gl§ 3/6 S18 8/8 BIS BIB Ble SIS ge 8/2 Bz als x2
Ble §2 S16 82 82 G2 FB gif BE 8/2 Se al2 a/E BIE APPROVED PLANS
RUNNING 3] r.0005| 20.0008) 200088] 24.267] s.00a% 3] ns 3] 4s 3) 1032 58624 «S| O 019 30C 0
& 3 3 2 3
CHAINAGE = 3 s S ‘Ss = S
LINE RW6 Y Z W
FILE: NI3078-135.dwg DATE: 05-08-2014 TIME: 16:28
iXref's: X-N13078-TIT USR: nathan taylor
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