Engineering Drawings Part 3

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LOCATION TIME ‘SUB-CATCHMENT RUNOFF INLET DESIGN DRAIN DESIGN HEADLOSSES PART FULL DESIGN LEVELS
te i C10 C A | GA | +CA Q Qg_| Qb te | 4CA | Qt Qm | Qs | Op L Ss v T 2/2g | Ku hu KL hl Kw | hw | Sf hf Vp.
5 s = = aE
s = z z z/2 /8 glss 2
2 Zils a =|s e e 5 S j= x 3\2s8 3 e E 5 o
s = = S |= 2 E/e2|)_ jz z= 5 3 a = ly gy = alz# = 2 ely |S |g | a * 4 lz S & s
Bo 2B, a =z|i a = s/= g =zlale = B/E> = y s Belz = 2 ag
=| = z2 5 |22) 2 ltelg./ 2/2) = /E./s8ls jez) zw» | 2/8) &) 22] =) 2 le) 2 Siw |<gls8/S |e 2 2 8 2 /Ss/E |ge|o 2) 2 |& |§2 zie |= ss) B
z2| 2 3 25 wl 2 |S8) = |sS/Se) 5) 5) S lSelsei/2,/se| & | ela #2] 8|= 6 1S>|S5|s=/2/ 8 |s2Zi8S8l2_lzes # =e >= lJezl’vleeieu| BF Z2/E jEe >| ls =| Z|
2/5 a 22 gels fe 3 /2S\S5) 2/5) 2 JES Ecler |S2| © |E1S)uS ls gd) y-)2)22/8/8/4) 2 es/estsiee > > 5s = |2S\wS\sS\ea) & 3 |838 = a E|s ys} 2
z| 5 2 s2 3 ss| = |SZE/ES| 5) 2/5 /SEZ/ZE/55/2S) = | 2/8/86 les) 2/5/25 /25/2/8 € B/Fs/asle= e283 FE \sol#S\S2\23| 2) ele jes Ele |e 2 2 gol 6
S Ss Zz SE el2#2/2S) £/Ess3s| 2 | 2] S (ZelePlezZz|Se|l 6 =/2)28/2o/ = SiS2z=/S /5)/5)S s2Z/en/Ssise 53 * s&s 8 J=Hlea/=hl/Taluts| 2 iPaelsal =z] s oS }2,/ € = w fie! 8$
a| = = SZ 2/9/82) 2 /Ss/$5/ 83) 3)| 3 |82/2¥2/8e/28| 2 |2/E)/E2 EF) 2) 5) ele2\ 2/2) 2/ # /FSSEESE= Fs: 2 /<B/LS egfesles) = /29\@S/ a) a) 3/25/28) =e] 2 |8S| =
8 B 8 as S| a jae) & /eS\Ss| 4/8) a |aalcs/2=z/E2| = ele )/as |S) ef] 2) Se /E5) FS) a] ee |] ae faslcaeje2e|o5 & 2 &S S |SS|S2/SS\Se\s0/ 5 jaclazet|a|] S| S |Sz) 5) 5] = le2| G
yrs %_| min _|mm/h ha ha ha | Vs | Us % [Vs Vs | Vs min_|mm/h | ha [Vs |WVs_ |Vs | Vs m % | mm _| m/s | min m m m m m m_ [m/s m m m m m
5 er) Ghd & ea [150 [oss | oa | ooss | o0ss | oss [ay | as | aso | 1H 1 of o a | 0 | 190 | 00s [ss | aso | a | a | sam | so | sini] 02 | ow 8g 0.029 G0 0029 Do 315, anos [100 | 070 soo [oo | 00s | oon | ows | im | 15725 | suse | i522 w5e2 | 16700 | Guid
100 tov san | 303 | oss | 100 | oss | 006s | ones | 55 san | 3B | 0065 Pipe How: Grafp flow) 1158) HRT 32:Vo2/2gDe 001 H/De 0.00 Upstreay HEL 15.522 below cule 15662 | 15389
FLOW|WIDTH/DEPTH O.651W4 n Kg sie flow 1050 end flow 7.43, pipe oby 5.725
Part fll downstream pipe Set kp 1
5 ‘ie Git 6 woo | 6] oa | or | o2se | ots [ome | a | 6 | soo [tot 1 a | 6 | ac | wo | 6 | ows | me | a | ms | 1 | 225 | soo | 375m] ase | oo {g 0.073 Go 0.073 Do 315, an | 356 | 0199 296 [ons | om | ooo | ono | 27 | i737 | 237 | i936 ‘5936 | ise | VE
100 tov woo | ast | xs | 100 | o2se | ose | o2s2 | ns wooo | ar | o2s2 (Pipe How: Grafp flow) B55) {HRT 32:Vo2/290e 0106 H/Do 0.00 15625 | 15360
FLOW|WIDTH/DEPTH 12674 m Kg sie flow 896 end flow 663
JOWNSTREAM 0:305m
5 v0 v0 ous 6 ‘oor [156 | 025s [zo | 20 | 1 | 97 | i653 | 450 | 375m] oss | 028 fo 0.097 De 375 ams | 100 | 007 io [oo | 031 | oso | arr | am | B95 | psn | Boa pou | 50 |v
100 toour/a woo, | 50 | 03m Pipe flow-|Sumupst atten flows] B51) Flow G/D made eqy grate low Part fullownstreah pipe wis | 13820
Flow G5/E made eq grate flow Upstrear| HGL 1394p below outlet
HRT 32:Vo2/2g0e 0.11 H/Do 0.00 pipe oby [3385
Kg sie flow 182 end flow 598 Set Kpiq 1
{Cals above for stepped pipes as grate flow
5 | WAR WAR Ws sav [zz {ose | are | oxo | oors | cove [ us | au | oso | e# | soos | ae | 0 sav [22 | aoe | a7 | oo | 43 | ov [ aso | oso | zest) os | 02 ‘Ag 0.0464 Uo 0.064 Do 225 aout | 6as | 0286 sav [ozs | aur | ose | ase | 1s | tezes | 2s. | ws70 si | 12700 | VAR
10 fo 0UT/AA sao | 321 | ose | ase | oxo | o0ss | cose | 87 san | 321 | ase Pipe How: Grafp flow) (09) CHRT 32: Vo2/2g0e 019 H/D0 0.00 ra2e | 2200
FLOW|WIDTH/DERTH 0.480Wd m Ky side flow 649 and flow 4 94
5 | GasraB | G2S/AB ws cao [to [oss | ose | oss | o0ss | oss [29 | 2 | oo | 2% | mosis | 2 | 0 car [i | ons | se | 0 | a | a | saxo | oso | 37s] oz | am ‘Ag 0029 Go 0.029 Do 375 anos | 368 | 0033 see | 0033 | 00s | oon Tas | 1832 | 1865 76s [8386 | GIS/AB
10 406626/48, can | 303 | oss | to | oss | 006s | one | 56 san | 303 | 0066 [Pipe few Sum upstream flow (2) HRT 32: Vo2/2gDo 0.01 H/Do 0.23, 178 | 1830
FLOW|WIDTH/DEPTH 0.1294 n Kg side flow 968 end flow 6.16
5 | GzaB | G26/AB 15,526 ea [to | oss | oan [ons four | our fm | m | oo | a | mss | m | 0 eon | ws | ons | 9 [ © | 93 | wz | son | oso | 375if 093 | an ‘Ug 007% 00.103 Do 375, aos | 309 | 0x37 3av [017 | 035 | oosn | azer | 125 | 1693 | 1693 | Taa0 Tas [83st | G26/AB
10 40 0UT/AB can | 303 | oss | too | os | ome | ons | mt en | aor | 0234 [Pipe few Sum upstream flow (ui CHART 34 Angle 4 Case ras | 1625
FLOW|WIDTH/DEPTH 1568WH mn $1025
Du/Do 190 0g/to 072K 2.16
1D. 136 cor 053 Ku3.09 Kw 309
5 GUA Gn or cao [ts | oss | oa | o3se | oan | oso [se | we | 150 | Be 1 a | a | ca | coo | 1 | oan [ ao | mar | aw | a | samo | woo | sist) o77 | a1 ‘Ag 0085 Oo 0.085 Do 375 ano | 836 | 0252 236 [ozs | oz | oor | 00% | 420 | user | tse | 1833 was [1578 | GVA
10 to 0018 600] 303 | ase | too | 0358 | 0358 | 0358 | 301 |-crnFL 25 1 | cmsec | cor | 303 | 0358 Pipeflow= Grafp flow! (om) HRT 32:Vo2/2gDe 0.08 H/Do 0.00 is | 12390
Kg sie flow 836 end flow 632
FLOW] WIDTH/DERTH 2.777Md m
JOWNSTREAM 1.709
5 BIC Br 8 woo | to | 083 | 079 | 00% | oom | oom | 30 | s | oo | ws | wswr [ 92 [0 ac | wa | wo | oom | o | 0 | 0 | 9 [ss | oso | spi os | on ‘Ag 0052 06 0082 Do 375 03s | too | 0077 wo | corr | 02s | oow | azo | 123 | wse7 | wars | uso aso | 15483 | GV
0 te G2/C 300 | 725 | 083 | 190 | 00% | 00% | 00s | 60 oo | 225 | 0036 Pipeflow= Grafp flow! (112) HRT 32: Vot/2gDo 0.03 H/Do 0.00 Upstrea{ HGL 1.499 below oufet susie | 14383
FLOW|WDTH/DEPTH 2.12864 n Kg side flow 80 end flow 6:83 pipe oby 4.547
Part full downstream pipe Set Kp ty 1
5 ac wt Bw woo | tuo | oss [ a7 | 0433 | 0302 | o3u2 | ms | se | oo | ws | wsw7 | ts [0 pw f po | oue | 30 | © | 1 [ao [33s [ moo | cso] 157 | om ‘Ag 058 Oo 0250 De 450 as | 230 | 0289 230 | ozs | amr | oon | ass | saz | aon | pon | t3906 wats | 548 | GC
0 toouT/t 300 | 75 | 083 | too | 0433 | 0433 | 0433 | 274 pio | a | 0529 [Pipe flow Sun upstpean flow (596) Flow G3/C made eq grate flow {HART 34 Ange tt 250 | 12958
FLOW] WIDTH/DERTH 3.656M¢ m HRT 32:Vo2/2gDe 028 H/Do 0.00 Sie 25|
Kg side flow 508 end flow 4.27 Du/De 043 Og/do dfs3K 173
K vals above for stepped pines as grate flow 5/00 164 cor 0.57 M230 Kw 430
grate flow decreased by 0.092 from 03/C K vals stp pips af pie tow Ku 230 ku|2.30
5 We Wr 6 oo | wo | oo | 9 | 997 | 0 | 90 | 2638 | 120 | sroai] ost | ous 4g 0.090 G0 0.090 Do 375, ans [190 | ons io | ome [026 | oon | oro [is | nase | nave | anise wise | 70 |W
100 tow Boo | m5 | ous CPipe|tow set bf user), (174) {HRT 32:Vo2/2g0e 009 H/Do 0.00 Upstrean HL 11.754 below outfet nae | 11535
Kg sie flow 8:12 end flow 6.20 pipe obv 1298
Part fll downstream pipe Set Kp 1
5 WF VF 6 Bis | pe | ooo [a | 97 | 0 | 9 | aac] 120 | amp] os | 023 o 0.090 De 375 as [137 | ons io [00s [026 | 0037 uuse | ni490 | 11535 ‘isis | B65 | VF
100 to S6/F as | 2 | ame Pipe tlow-|Sum upstatten flows] (194) {HART 50 Du/Do1.00 alpha 55 nas | ass
Kv 0.26 Vu 0.81 WSE 0.05
Ku137 Ky 164
5 Goi Gir @ sav | ts0 | oss | ose | oon | ooo | oo [a | a | oo | es | wos [oa | 0 a | pas | or | ome [ im foo | 6 | am | soo | 120 | sisi] im | ow fg 0.021 Go 01 Do 375 nse [ts | oxoi 239 [ ois [040 | 0026 wie | 1352 | t1453 ware | 20 | Grr
100 tose san | 303] oss | 100 | oon | nos | ooss | 0 os | mo | a2 [Pie tow Sum upstream flow (94) Angle 41 Chart 39 S/o 25 chartdeg Inter va for $/Do 135 Kw 23 wut | 1328
FLOW] WIDTH/DERTH 0.083H¢ m Du/De 100 KO 180 KOS 191 CHART
‘Qu/O0 081 Cg 0.46 K 185 '$/D0 2.0 KO 184 KDB 115K 18
$/Do 20 KO 198 KOS 210 K 204 $/Do 15 Ko 205 KOS 184 K 15
S1Do 15 KO239 KOS 252K 245 Interp va for $/Do 55 Ku 19
5 ar ag G67 car [to [oss | oan | ooo | 003s | oss [21 | 2 | oo | ws | msm | 2 | 0 Bis | Bs | oo | us fo | o | ws | saz | smo | 75a] 10 | on ‘Ag 1064 D0 0.155 Do 375 amo [ist | onst ts | ont | ore | oo [ose | aso [nam | nm | nae naz | 220 | ove
10 to0UT/E can | 303 | oss | too | ooo | oor | oor | 40 Bs | zs | o29 Pipe flow=|Sunupst atten flows] B15) CHART 34 Angle 15 Case 3 0.705 | 10950
FLOW|WIDTH/DEPTH 1184 Wem $/D025
Du/Do 100 0g/o 029K 115
$1Do 140 cor 036 Ku 151 Kw 151
S| RWS RWS ry woo | 6 | cae | ore | oom | anon | ono | 2 | a | oso | e# | wso0s | 2 | 0 wor | ts | ano | sz | 997 | a | as | asa | wo | zou) os? | au ‘Ug 0026 Go 0.026 Do 225 com [100 | 06s vo [ans | om | oma | om | 133 | nia | may | mus mus wasn | vaW3
10 402/803 woo | 21] ase | ose | 0077 ) cons | oom | 53 woo | ast | 07s Pipe Hows Grafp flow! (140) HRT 32: Vo2/2gDo 0.07 H/De 0.00 Upstreag| HSL 11.144 below cule weaut | 16826
FLOM WDTH/DEPTH O16 m Kg sie flow 8.70 end flow 650 pipe obv 1.203
Part full denstrean pipe Set kp i 1
5 | URW URW 158,157 woo | 6] cae | ore | oom | cass | ose [2 | 2% | oso | e | wsoos | 2 | 0 wae [ss [ons [m2 | or] st | st | sou | soo | aes) im | 047 ‘Ag 0026 Go 0.051 Do 225 anes | 523 | 0328 se | ose | os | cist | amo | 287 | Bim | Bim | ume ture | 1360 | 2/RW3
10 403/803 woo | 2st] ase | ose | 0975 ) oom | oom | st wae | oar | ous Pipe flow=|Sunupst atten flows] B12) Flow VRW3 made eqy grate flow nat | te
FLOW WDTH/DEPTH O.16WH m {HRT 32: Vo2/2gDo 0.26 W/De 00
Kg sie flow 5.23 end flow 438,
Kral above for stepped pipes as grate flow
5 | aw 3IRN3 BBISTAISG woo | 56] cae | ore | oor | cass | oss | 2 | 2% | oso | e | wsoas | 2 | 0 wm | ot | ons | so | sx | m | 1 | t05 | soo | si5bi] oss | om ‘Ug 0025 Oo 0.076 Do 375 cas | on | 000 an [ooo [01 | cos | om | 214 | mas | mast | mass wnass | rast | 37RW3
0 tov wooo | 21 | 082 | 098 | 00% | oom | oom | 52 wa | aa | az Pipe flov-|Sun wpstrfatten flexpl i) Flow 2/RW3 made eq grate low CHART 34 Ange 3 suo | 277
FLOW WDTH/DEPTH O116WH m HRT 32: V02/2gDo 0.06 W/De 000 109 25
Kg side flow 886 end flow 658 Du/De 090 Og/do 33K -0.42
K vals above for stepped pines as grate flow '/0 fcr 059 KY O47 Kw OF
grate flow decreased by 050 from 2/RW3 K vals stp pips af pie flow fu O17 Kw Pt?
5 VG v6 ‘68, 157,56 6 ne | io [one [ous | me | om | 1% | asm | 20 | xispil oss | 047 o 0.076 De 375 quzs | 180 | 0002 aa | 009 | 01 | o0se ‘aaa | 1163 | 11205 nam |e | v6
100 toto 03 | at | 023 Pipe flowe|Sum upstatten flows] (226) Flow 3/RW3 made eqy grate flow {HART 5] fi 600 Do 415 theta $9 r/Do 19 9382 | nit
{HRT 32: Vo2/290e 06 H/Do 059 375 DY/De 100 Kh 180
Kg side flow 686 end flow 515, 0.27 0.68 WSE 0.05
K vals above for stepped pins as grate low Au 180 Ky 207
grate flow decreased by 1076 from 3/RW3 K vals stp pipes a4 pipe flow Ku 180 Kw P07
5 an awit @ woo | wo] eas | ors | ona | o3mr [ oz | 3 | 3 | oo | wes | tos | as | 0 con | Boo | wo | os [ ao | o | ar | a3 | soo | 050 | soa] oss | ow fg 0.183 Wo 0.133 Do 450 ans | a32 | 0185 w32 | 06s | oz | oon waa [nisms | nas nize | am | oat
100 foto oo | m5] ass | too | 0432 | ose | 0432 | m0 poo | ms | 0432 [Pipe few} Sum upstream flow 21) HRT 32: Vo2/2gDo 0.08 H/D0 142 ‘oust | nim
FLOW|WIDTH/DEPTH 3.10644» Kg side flow 432 end flow 3.48
FLE, NIBO78-136.dg_DATE: 71-03-2014 TIME: 15:03
pet's: X-NBO7B-TIT USR: leigh fry
RST [CALC [ORAWN] DATE ‘SCALE U WETRES 7 WICROFIN No. CLENT
sve Ee ee AMENDMENT DETAILS DESIGN CHECK SURVEYOR: RPS

 

 

 

 

 

1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES BROWN
Ph (07) 5436 7888 Fax (07) 5493 6630
AS SHOWN PORT

 

 

 

 

STORMWATER DRAINAGE
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