Engineering Drawings Part 3

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LOCATION TIME SUB-CATCHMENT RUNOFF INLET DESIGN DRAIN DESIGN HEADLOSSES PART FULL DESIGN LEVELS
te | a0 C A_| GA | +CA Q Qg | db te | +CA_| Qt Qm | Qs | Qp L Ss v T 2/2g | Ku hu Kl hl Kw | hw | Sf hf Vp
S s = = =
g z = = z|2 |e Bliss 4
wo = eS <= = 5 So |x ira ales s 2 E =
z Sle 2 & |e & z= 5 2 rly g = S|r>a & oe aly |S |» [8 Ye 2 “le 3 s
s z= Bo 2/e,|2 _-|. |) =] =| o = 4|)s s| , 2/2/5/2 | = gl/ze Zw 2\g 8 _|2 | 2 x a Ss 2.4| 2
z|z#|é ze = |28| = |s2/Z.| 2/2) 3 |EylgZie_ lez] « | 5/2) 2] 3) =] 2) 8/8] 8 S| 4 jx 2les/8 le # 2 8 # ee\5,|\22/5,| Z)2/8 23 &\E |= se) 2
=| 2 a Es |4/5 ES) 4 /Zees) 2/2) 2 Ee zeles2s) = | 2|/4) ee lez) 2/2) 2 \25)2) 4) 2) s /8sleslEsles 2:5 = 28 e8sce2e2) 2 & |e |e8 E\/E/% |e]e go! 2
B| 8 z fe o|# |S) = |2bES/ 9) S| 5 |FE/s4loezies) & |S] 2) 28/58) )/ 2) se isz s|/2|]s| & |s2)sa\Ss/ Se 3 ¥* 8B Ss |Pelesltbleaiwit) S Eej/—S) =) s]/ s lz.) |=) u |Ee) §
B = z= ss 2/3/82) 2 /Selge| $8) 38) 3 |8S2Z2/S¥/s5/25) 2 S\/E|)FF lez) 2/5] se l2S\ 2/2/58] & eB Sezciz= =&S =z @ILS/LS/25/2S5/lC5) SESS S|) ag| a lee| 2) 2) 2 |Ss| =
3 & s as S| a j@e| & |f8\Ss/ a) B/ a laa/c2\2a\E2| Z fle) au |S) ee] 2 / Ss /ES) FS) a] 2) a faslee|/—z|o5 & & S&S S |SS|ISe/SC/S2\sS) 5 javlazt|/ al] S| 8 |Sz) 5) 5] = a2) G
yrs %_| min [mm/h ha ha ha_ | Vs |UVs % | ls Vs | Vs min [mm/h | ha [| WVs [Ws | l/s _| Vs m % | mm _| m/s | nin n n m n r% n m_[m/s m m n n n n
5 Gio 7 198,57, 16,65, coo ft fase | os | ont | om | om | om | ou | ooo | ws | wosw7 ] x | wo | Bo | ose | uss | 0 | 220 | 23 [sos | o50 | srs] 23¢ [om 0.05% De 0263 Do 375, az | 159 | asm 19 | osm | 225 | ons wwaee | 0537 | nim nit [aime [Gon
100 to0u/G 600 | 303] oss ) 190 | art | os | ont | to2 Bo | 2 | ons (Pipe tow Sum upstream flow (2) Routine 22 Gand G5/H 10332 | 10402
FLOW wiDTH/DERTH O880W m CHART 48 Vell 083b Vela 068
Du/Be 120 du/de 051K 165, Eq Dia Sap Angle 14 Flow 0.20
d/Do 20 chrt Ag/Qo 0.21 Kg 0.38 CHART 3} Angle @
/Do 15 crt Og/0 0.21 Kg 43 $100 25|
é/Do 147 Inter value Kg 0.43 Du/De 145 Qg/Do Of K 083
Kuskws 208 $/De 214 cor 0.06 Ku 089 Kw 89
Combined pies in ine case Interpolafed Ku= 19 Kw= 199
sein Pipes:
5 | exisrses | EXIST S25 EXIST 525 eo | 190 so | osis | ass | osts | 303 ean [to | asis | aan 185 EXIST 525
10 to) eon | 303 so | 0575 | 0575 | 0575 | ey a0 | 303 | 0515
5 Ww Ww EXST 525 6 ean [to [ass | sau | ma | 0 | sas | oozm | 120 | sas] 230 | o4w ez | 150 | o4e isd [ ous [137 | O82 16073 | 6449 | 16853 wss3 [nas |v)
10 to2/) san | 303 | 0575 Pipe flow=|Sunupstr atten floysh (216) 15351 | 15625
5 | awit Gia/T Ge wo | wa] eas | or | ozs | oan | azn | a | a2 | 200 | iss 1 o | 2 | owe | wa | wo | oan | wr | tom | wr | oo | im | 300 | 37st] ose | 00s 1 0.060 Go 0.060 Do 375, ans [est | 0097 ost [oo [om | one sau | sez | 6106 Bras | 16209 | G/T
10 to2/) oo | 75] oss | 100 | o2s7 | 0267 | oz | 67 wo} 2s | 0267 {Pipe How: Gratp flow) 75) HRT 32: Vo2/25Do 1.04 H/D0 084 5257 | 15625
FLOW WIDTH/DERTH 2.04244 m Kg sie flow 61 end flow 80
JOWNSTREAM 1.024
5 W w EXIST 525,618 6 Boe | wa | ore | sae | ts | a1 | sas | soe | 873 | sesail 230 | 037 1 0.485 Do 525 azn | 109 | 02% izz | ass | 137 | 0693 | azar | sas | ts3a1 | tas | 1525 659 | 1656 | 2
10 403/) Be | 2s | os Pipe flow=|Sunupstratten flash san Jain Pipes: CHART 5} 4120 Do 595 theta 5 }/Do 0.09 oso | s572
Wand G8/T Du 58% Dh/Do 111 Kd 1.09
Vell 2260 Vel2 0543 90.16 Yu 206 WSE 033
EqDia Stl Angle 75 Flow 0545 Ku 109 Kh 122
5 tik IK at woo | 6] oss | oro | oan | om [ ans | as | ov | ooo | ws | msm | s7 | 0 san | wo | we | ons | 3 | 0 | se | 97 | sce | uss | s7sai] ose | 00s 90.097 Go 0.097 Do 375, amy | 4ay | 0193 vas | 013 | oat | ow noe | mises | 11781 ner [mma | oWK
10 403/) nooo | ast] ass | to | os | ozs | az | 13 too | i | ozs (Pipe tow Sum upstream flow B43) CHRT 32: Vo2/2gDo0.11H/De 101 wos | nr
FLOW WIDTH/DERTH 2.248¢ m Ag sie flow 489 end flow 389
5 ea GraL oe ao | wa] ass | ors | o3m | ozss | ozse | me | te | ooo | ws | wosm7 | mm» | © | cms | wo | wo | ozse | ae | 0 | mo | mm | asm | 925 | s7sai] tos | om 1g 0.16 Oe 0.116 Do 375 oss | 456 | 0257 uss | 0zs7 | om [oon nigos | 1ise3 | m1840 masa fame | GteiL
10 403/) noo | 75] oss | to | 03m | 037 | osm | 236 go} 25 | 0377 (Pipe tow Sun upstream flow 14.821 CHRT 32: Vo2/2gDo 0.15 H/Do 1.00 wos | nsre
FLOW WIDTH/DERTH 2.704W4d m Kg sie flow 456 end flow 366
5 ED 3 EXIST 525,61861 6 pao | we | tar | sr | 997 | ze | ove | wsses | 22s | coo) 240 | om Do 0478 De 600 aay | am | 0335 in | o3ce | zz | o.s0 won | nz? | mse nse | raise | 3/2
10 tobi) Bao | ze | 1438 Pipe fl|Sun wpsiratien fey! 26) Routine 31 Olv/de dL 06 HEL 251 ‘ose | 11047
dein Pipes: No gratefflow:H-L-.2 = 231
GIO. and 2/1 Kuskwe 31
Welt 1035 Vel2 2.208 Canbine pipes in life case
fq Dia 616 Angle 158 Flow 0592 Join Pipe
Routine 2.13 Equiv defn 66 fey Ot2/L & 2/4 ang GIVK
CHART 49 Vell 1984 Vel2 077
High vel lat Eqy GU2/L 8 2/) EqDia 6th Angle 164 Fw 0.7
Dhv 66 Oby 0592 CHART 54 Du/Dot' alpha 0
Dhw/Dlv 16 Dhv/Do 103 Kv 005 fu 183 WSE 0.22
hv/do 087 #257 Ku0.72 He 075
Low vel latl Gtk Interpolafed Kus 1h Kye 117
Div 315 lv 0.086 Div/Do 0.63,
5 “a Ww EXIST 525,616 * wat fps | tas | as | ase | as | ors | eta | 2m | otowl] 2a0 [ou Qo 0678 De 600 aa | 152 | oueT vie | ase | tz | oms | 0358 | 345 [ tooo | swan | tov am | men fw)
100 t05/) Ga por | mt | 13s Pipe tlowe|Sun ypstratien flows) Gt) CHART 50 Du/Dot.0 alpha 62 a9 | 950
Kw 0.27 Vu 2.40 WSE 053
Ku 52 Kv 179
5 | ans ans an wo | wo] oss | or | oa | 0206 | ozs | a | so | 200 | 33 1 sy | x | com | aa | mo | ozo |v | ame | a | so | 62m | ono [3750] 053 | a0 ig 0.059 G0 0.059 Do 375, cow | az1 | 0060 ua | aco [om | 0007 asm | 9526 [958 35a | sans | GIS
100 t05/) oo | 25] oss | 100 | o2s | ozs | ozo | 13 no | 25 | 0261 (Pipe How Grate flow! (100) CHRT 32: Vo2/2gDo 0.06 H/Do 163 aay | 9517
FLOW] DTH/DEPTH 1763W¢ m Kg sie flow 421 end flow 338
JOWNSTREAM 0:857m
5 Ea 3 EXIST 525,618,611 % poe | pe | 1463 [wos | ams | 303 | 26 | 35793 | 250 | soos] 257 | 023 Qe 0.726 De 600 oxr | ost | 0306 ir | 0359 [140 | ostt aes [oan | s5t7 asm | 9962 [51
100 fo 0vT orc Bo | ze | 1699 Pipe tlowe|Sun wpstrattenfloysh Bas) Join Pipes: CHART 5) #120 Do 60 theta 241/D0 035 e000 | 8710
4 and 61/5 Du 645 Dk/Do 108 Kt 031
Vell 2364 Vel2 0519 Kw 0.21 Yu222 WSE 036
fq Dia 645 Angle 159 Flow 0.126 Ku. Ky 107
5 | pastas | exist 375 EXIST 1M rr) so | 0302 | 0302 | 0302 | 59 ean | t90 | o302 | a0 5 EXIST 31S
100 tow 600 | 303 soo | 0302 | 0302 | 0302 | 256 san | 303 | 0302
5 vM vm EXIST 1 % ea | 10 | o302 [ae | me | 0 | a5 | ssa] 650 | 15m) 231 | ono am | ase | 06 oso [ons [am | um | 023 | aw | waw | wai | wus2 weisz | rioo | mH
100 to2M sao | 303 | 0302 Pipe tlowe|Sun pstratten flows) (6.04) rama | 12790
5 aM aM EXIST 1M % suo | 15 | 0302 [ze [mos | 0] as | azom | toso [sisi] 231 | 02 Qo 0.255 De 375 oa | 032 | ones a3 [om [22 | oro [ome | soo | rte | tere | te290 resis | Bao | am
100 t03/M $40 | 296 | 0302 Pipe flowe|Sun pstratienfloysh 614) CHART 50 Du/Dot0 alpha 1 95 | 9365
Kw 0.11 Vu 231 WSE 0.2
Ku 032K 043
5 | aww ais a po | wa] oss | oro | ouan | 0335 | 0335 | po | tao | asus | 8 1 wo | a | Gam | wav | mo | 03s [2s [wor | ns | oo | teats | 903 [3150] si | ot g0.050 G0 0.090 Do 375, oo | an | om a [oz | 026 | oo | ous | 356 | 10369 | w3s9 | wort won | 1336 | civ
100 to3/M go | m5] oss | to | ouan | oes | uae | 265 Bo} 25 | 0426 {Pip Howe Grafp flow! wm CHRT 32: Vo2/2gDo 0.09 H/D0 0.00 sat | 9365
FLOW|WDTH/DEPTH 1132Wh n Kg sie flow 8:12 end flow 6.20
JOWNSTREAM 0.4780
5 | aww GON fn po | wa] oss | or | 0337 | oze | ozs | 3 | ws | nar | 376 1 a fon | cum [aa | mo | oz | an | ase | uw | a | tisse | 956 | 315m] om | on ig 0.082 Go 0.082 Do 375, oars | 353 | 0238 ass [ozs [022 | 002s | os | 354 | in3s7 | w3u7 | tosss voses | masz | cz0vv
100 t03/M oo | 25] oss | 100 | 0337 | 0337 | 0337 | att Bo | 25 | 0337 {Pip Howe Grafp flow) 690) CHRT 32: Vo2/2gDo 0.07 H/D0 0.00 sant | 9365
FLOW |WIOTH/DEPTH 1473Mdm Kg sie flow 833 end flow 641
JOWNSTRERM Ostin
5 3M 3M EXIST 114 61962 % pa | po | 093 | os | a1 | a | 362 | 38s36 | 250 | saspil ise | 038 Qe 0362 De 525 asi [ose | onee ass [ont [076 | oar | oan | 319 | sar [saat | 9365 93e2 | w03e2 | 3M
100 to G/M Ba | 23 | 1063 Pipe tlow-|Sun wpstrattenfloysh Bit Routine 3.4 Egy GOON & 27M ad 619/0 226s | 2740
Join Ppes: Vell L44p Vel2 030
G20/V and 27M EqDia Sp Angle 19 Flow 036
Welt 0.737 Velo 1735, CHART 59 Du/Dot 4 alpha 15
Eq Dia 491 Angle 192 Flow 0273 Kv 0.20 fu 129 WSE 01%
Routine 215, Ky 0.82 He 093
Jain Pips:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Le; N13078-137.dwq_ DATE: 71-03-2016 TIME: 1503
X-NPO78-TIT-USR: leigh fry

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AMENDMENT DETAILS.

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"SCALE ( METRES 7

AS SHOWN

 

MICROFILM Wo.

PROJECT No.

N13078

"APPROVED,

 

 

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

QM PROPERTIES

 

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

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SHAUN PILCHER RPE. 14593}
MATHEW HILL RPEQ 11578
BRENT THOMAS RPEQ 7862

 

LAKE DOONELLA NOOSA
STAGE C1 - C6

 

BROWN

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Brown ) Py Let

Lal 3, 16 leven Pave, Brings QLD Aural 47S
Tephone 07 5470 9260 Facile 07 54709262 TSO!
‘Rede Corbern Maibowts dieiuy Payepon Bentirecomt = Lic 4084

‘DRAWNG TITLE

STORMWATER DRAINAGE
CALCULATION TABLE
SHEET 2 OF 4

 

 

‘DRAWING NUMBER.

N13078-137