Approval Plans OPW16-0203.01 pdf

          -
  NOOSA COUNCIL
  APPROVED PLAN
OPW16/0203 5 DEC 2016


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STRUCTURE SS NOOSA COUNCIL
AS E
NAME £8 7 2 APPROVED PLAN
OPW16/0203 5 DEC 2016
Ss 2
Ze gis =
STRUCTURE wes 8/5? 3|28
Ylee o 4/5
DESCRIPTION eS 3 gles Ze5
Z\e&a 2 s|2 Slo ce
Zee E)<\ Bee B\<
gifs = 2 -|#&( = Z|2
Flies als a wz e Ze
aI8SS zie » En n als
See 26 F Bja\ 3 ae
NOTE:
1. NOTWITHSTANDING THE STORMWATER
STRUCTURE LEVELS SHOWN, THE COVER 2 Zl
OR GRATE LEVEL SHALL SUIT THE g 2
FINISHED SURFACE PROFILE. 2 =
2. THE PIPE CLASSES HAVE BEEN g s
DESIGNED FOR SERVICE LOADS ONLY. e s
THE CONTRACTOR SHALL ASSESS ¥ sl
ANTICIPATED LOADS AND UPGRADE THE = Qto0 H.G.L.
PIPE CLASSES IF NECESSARY IN g g (TYPICAL)
ACCORDANCE WITH AS 3725-2007. 5 i 3
CRACKED PIPES WILL NOT BE ACCEPTED. [TS
3. CONTRACTOR TO CHECK EXISTING BN 7 Caren)
CONNECTIONS PRIOR TO CONSTRUCTION. f HY
4, SURCHARGE DURING A Q100 EVENT IS
PICKED UP PARTIALLY DOWNSTREAM
AND THE REMAINING CONTRIBUTES TO
OVERLAND FLOW. FLOOD WIDTHS DO
NOT EXCEED ROAD RESERVE DURING
MODELLED Q100 EVENT
5, DRAINAGE SYSTEM FOR STAGE 2 HAS
BEEN DESIGNED TO MAXIMISE CAPTURE LINE U DESIGNED TO\CONVE LINE 15 HAS BEEN DESIGNED TO
AND MINIMISE OVERLAND FLOW DUE TO FLOWS FROM FUTURE/ AGED] CAPTURE 100% OF EXTERNAL
LARGE UPSTREAM CATCHMENTS. CARE DEVELOPMENT. Y1.G.L. CATCHMENT Quoo FLOWS
ANALYSIS CONFIRMS PIPE H
CAPACITY FOR Qi FLBWS
PIPE SIZE mm (Class) 525 525 525
(BLACK (BLACK | (BLACK
MAX) | MAX) | MAX)
PIPE GRADE (%) 0.40%, |_ 0.40%, | _ 0.40%,
PIPE SLOPE (1 in X) 250.36 250.00 250.00
FULL PIPE VELOCITY (m/s) |. 155 455 155
PART FULL VELOCITY (m/s)] 128 ee
88.0
als osle Salk xls
H.G.L IN PIPE & ole snl giedle sitll
S/2 88/8 Seis ses
W.S.E_IN STRUCTURE
PIPE FLOW 0.335, 0.335 0.335
(Cumecs)
PIPE CAPACITY v2 | oar | 027
AT GRADE (Cumecs)
R 88 8 3/8 3
DEPTH TO INVERT =o Sl Sle “|
= eF sls ele am
INVERT LEVEL 2 32 &s8 88 =
OF DRAIN = Se FF Al ig
5 3 3 2 2 a
DESIGN SURFACE a) og} og] EI (8 3
LEVEL 7 “| *| . 5
als gis Als AIS alR g
nye mS ne iy) eo as 8
SETOUT ge §|8 sls sls Sle 8
COORDINATES fz lel _
S 3 $ 8 3
RUNNING S|] 6.146%] 23.6048] 2.995 m1 s
CHAINAGE
LINE N.S.C. REF NO. MCU15/0111 & REC15/0031
Feat [once [awe] bare SRE (METRES TECROFILN Wes caer PRAWNS THE
tame [AY | AY | 27.06.16 Seer PaTALe | 000 0 020304050 SURVEYOR: ML_SURVEYS STORMWATER DRAINAGE
PALM E PTY L
‘ATA 8 | ef | 07.09.16 | ISSUED FOR CONSTRUCTION ~ PENDING COUNCIL APPROVAL 4; 38 Leybourne Street, Chelmer QLD 4068 LAKE WORKS TD CONT STAUA
Sta ratoune  smacue ERATE HORIZONTAL Mob: 0412 744 223 E: [email protected] | : LONGITUDINAL SECTIONS
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air FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD STAGE 2 CONSULTING [Béabane Conbora Meoume Syihey Shgapery Sunshine Coust Lic AOBA 16-001014-116