N13078 - 2014.10.17 - 2 Of 2

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

= ao
STRUCTURE . 2 < = 2 = =< SG CS ¥ oa = a LL LL J _ _ 9
NAME SS} 5; =] 5) S S| 5) SS! S| 8) 6 §) ce} 6S) S)hUcSV 6S «| S| S| 5 =| =| 5 Ss) =
wo oS = So o o oS uo o oS o = So o = = = o wo oS 2 Ss & oS a
ale Ae Fs ale Ble 7le Fla 5 > >
STRUCTURE . al al& a] s|z 3/2 > > 3/2 3s s|e 3/e4 s|e4
DESCRIPTION 3 uz Bl/2 lz sl2 slz 3 aia S/z Glz 3 5 S\2 see Sle2 Is
3 S|= B/E Sl& SIE SE 3 4] ee =. lee | 44] ee ale SE S/& = 2 s|& sl&2 S|22 =
a l= uz Sle ale ole i a= le. al&  al/& gj gle Sle ald zZ a2 aes BSE |=
3 3|s 3/5 3/8 3/5 3/8 3 Z|2 s/s > 3 Biz S\E Z/2 3/8 g/8 Els 3 3/8 glZs slSs 5/3
a al5 al5 als ale als a Z|/2 2/5 & =|2 =|2 Z/z al5 al5 s/5 = gle Z/5S = a/ES Z/=
2 Z 2 u g 2 Z = ale 3 = 5 = 2 Z w = g gs Bas
Z Zl Z\s Bs Zé Bs ZB] Ble sie Bl Ble Ble Ble BS BIS Ele & BIB ZIES IES Ze
e e|s e\e els e/g es e ee alZ.¢e es 2/3 ee ef8 el S12 3 ale als& ale& siz
a al a= l= al= ale a ole 8/85 ale ale ole olF B= BIS 3 blz blzS Blzs 3S
NOTE: Yo
1. NOTWITHSTANDING THE B
STORMWATER STRUCTURE ze 2
LEVELS SHOWN, THE | & els
COVER OR GRATE LEVEL Al _el4 gle
SHALL SUIT THE FINISHED ga S| 4 3s 3 36
SURFACE PROFILE. A S| 5/83 /5 2
2. THE PIPE CLASSES HAVE \ aH ala d = g
BEEN DESIGNED FOR | — #/S aN
SERVICE LOADS ONLY. THE EXISTING SURFACE 4\* nl S| ly a i
CONTRACTOR SHALL — DETENSION - a 5
ASSESS ANTICIPATED my h__ BASIN Hs Sls
LOADS AND UPGRADE THE TY | \ ~ _ S\z
Necessane e F \ ~ DETENSION - ~ DETENSION -
BASIN BASIN \
ACCORDANCE WITH AS ~ DETENSION - Ips 4 NII
3725-1989. CRACKED PIPES hb bh \ Ht
WILL NOT BE ACCEPTED. ‘Bem 1 nei
3. CONTRACTOR TO CHECK ~ Sth
EXISTING CONNECTIONS
PRIOR TO CONSTRUCTION.
4, REFER TRENCH COMPACTION
DETAIL ON DRG. N13078-112
PIPE SIZEmm (Class) 375(3) 150(U) 375(3) _|_ 375(3) 37513) _]_ 450(3) 37513) _|_ 375(3) 375(3) 375(3) 37513) _|_ 375(3)_|_ 37513) 37513) _|_ 4503) 450(3)
PIPE GRADE % 15.00% 050% 050% | 050% 0.50% _|_ 11.00% 100% _|_ 4.00% 5,00% 120% 1.20% | 120% | 3.14% 050% _|_ 0.50% 0.50%
PIPE SLOPE 1inX 667 200.00 200.00~ | 200.00 200.007 [~ 9.09 100.00 |~ 25.00 20.00 83,33 8333 | 8333 | 2672 200.01] 200.00 200.00
FULL PIPE FLOW VELOCITY (m/s, 235 0.28 0.88 081 081 401 440 401 453 187
PART FULL FLOW VELOCITY (m/$) 420 126 123 5.02 cy 2m 22 im 3.00
ATUM RL 2.0 DATUMRL -9.0 DATUM RL -1.0 DATUMRL 1.0 DATUMRL 0:0 | DATUM RL|1.0 DATUM RL 0.0
WATER LEVEL gs) 63) 06 6S)lhCUis?—ssags} ss OC] ] SS] 3} #| 3] & | 8) 8 g| 8
IN STRUCTURE # a = = = = = = = a a a a a a = = = = = = = 3 s =
HYDRAULIC BIR 3 S/S & g/8 8/8 8 s/f 8/8 8 g/§ 312 8 SJB B/E Sle B/S a 8/2 8/F 88 aje
GRADE LEVEL 2/2 8 s/s os eJ— sje = z|= s/s 4 s/s sla a sls sla Sle ele = =l/= sie sls s/2 2
PIPE FLOW 0.085, 0.044 0.031 | 0.104 0092 | 0.250 0.029 | 0097 0.073 0.090 0090 | om | 0.155 ont | 0.244 0.298
(Cumecs)
DEPTH TO INVERT 28 g 8 3/8 & z|/2 & q 88 § 8 2 # 85 S38 88 & a 38 8 #3
INVERT LEVEL 2 & gs @ aAln § & 8/5 & BR gle 8 2 3 S af SB Sid & = siz 3 a 8
OF DRAIN = oa = = = |= #= gio a 2 po a wo oo = ele sie sle fs = sx & a
DESIGN SURFACE = 2 3 2 = 5 3 8 8 2 = 5 2 8 5 3 8 5 = g 8 = gS 3
LEVEL we 2 = = o o od Pa] a = BI 2 s 2 2 2 2 2 2 < = = = =
aig el8 sis ole ale sis ele sls els als sig ala slQ- slf Be els slze gle als ele els ala ele ele slo
B/S S/S 8/8 SiS RS S/S s/8 BR S/S B/S SR Bs RSE Rs 8 Sle 8/8 Bis gs] sis 8/8 &/8 £/2 Ale
SETOUT slg 82 s/s slé 2/8 slg /2 sl E/E 2/2 Sls s/2 E/2 S/2 Sl2 gis #2 gle gle Sle 8/2 S|2 SIE B/E Sl
He HIS HIS B/S HIS BIS HIS HE BIS HIS HIE BIS B/S D> DS He g|e O12 HIS HE He B= ele mye oye
RUNNING s s = s 3 s s 3 2 2 s BR 8 2 2 s 2
3] 9370 5} 13068 3S) 550%] 1.1022 S| 5979 | 3.334% 3S] 62S] 165328 3] 22358 S| 26938 &) a0] 5.000! 9.2825 S| 12248] 6.0008 S| 5.9958
CHAINAGE Ss Ss = Ss a Ss Ss a = a Ss 3 = 2 Ss Ss

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LINE

FILE; NIBO78-132.dug__DATE; 16-10-2014 TIME: 15:40
Pxref's: X-NBBOI8-TIT USR; Curtis Boorman

>
>

AB

mn

 

 

 

 

1.

 

NOTE:

. WHERE "STD NSC MANHOLE” IS

WHERE “STD NSC GULLY” IS
REFERENCED IN THE LONGITUDINAL
SECTIONS GULLY PITS ARE TO BE
CONSTRUCTED TO I.P.W.E.A.Q.
STD. DRG. SEQ-D-063.

REFERENCED IN THE LONGITUDINAL
SECTIONS MANHOLES ARE TO BE
CONSTRUCTED TO I.P.W.E.A.Q.
STD. DRG. SEQ-D-010.

 

 

 

TFRST | CALCS [DRAWN] _ DATE

LF e.0th

 

5

AMENDMENT DETAILS

DESIGN CHECK

 

NT [NT [04.07.16

“GULLY AND MANHOLE NOTE ADDED, OUTLET AA AMENDED.

 

NT_[-NT_[ 05.08.16 [LINES H 2 | AMENDED TO SUIT BIO SWALE.

 

| tw.t0.14 [SECTIONS UPDATED

DRAWN CHECK|

 

 

 

 

 

 

 

 

Oazme0zmE>
Fal mo] oe] >

 

 

 

‘SCALE (METRES T

AS SHOWN

MIGROFIUM No

PROJECT No.

N13078

 

SURVEYOR: RPS
1 INNOVATION PARKWAY, BIRTINYA
Ph (07) 5436 7888 Fax (07) 5493 6630

“CLIENT

QM PROPERTIES

 

‘APPROVED SHAUN PILCHER RPE. 14593
MATHEW HILL RPEG 1578

Po BRENT THOMAS RPEQ 7862

FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LT0

 

 

PROJECT

LAKE DOONELLA NOOSA
STAGE C1 - C6

 

BROWN

Smart Consulting

(CONSULT AUSTRALIA

Brown Consulting (QLD}

ng (QLD) Pty Lid
Lay 3 16 lnsetn Pr, iting QLD Anais 475
Teghows 07 54709280 Focsinile 0754709282‘ Soeat

(vient Catan Meas Oye

(egpere oti Cot

earl

DRAWING TITLE

STORMWATER DRAINAGE
LONGITUDINAL SECTIONS
SHEET 1 OF 4

 

Gompany

 

rr

‘DRAWING NUMBER

 

N13078-132