Development Application - Part 2 of 2 - Plans

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LOCATION TIME SUB-CATCHMENT RUNOFF INLET DESIGN DRAIN DESIGN HEADLOSSES PART FULU DESIGN LEVELS
te [cio] c A | CxA| +CA} Q Qg | Qb te | +CA} Qt | Qn] Qs | Qp |] L Ss Vv T 2/2q Ku | hu | KI | ht | Kw] hw] Sf [hf Vp
>
e
e > = > =|a—
2 - wi e S 3 alas : =
a = = = z/2 |2 B/S 2 : bE =
2 a = — - a we we qiju 4 o - Oo Ww on
a = 2 oa} = rr 2 Ss S\*a = S = . 4 °
: x= E oO lb: Ww : med ac Hit en ad zs hd x rt} —_ we lu ime) ol>> - ay a > n a on 2 Zz*x no 4 * oa 5
so Ss Zo Ee l/Zz0/ 6 Ble Zz2i|_4 z a e = ° of Ee = ° ° x =| |= zoo ain |e |oele tb] 2 |S js 1 |S oO <ul o
2 = a2 = |G2| 2 juz/2 |G x |G |oa = zls 2] 2/2 ala |@2 Ez =wlSd eae GISc|E |S2la Ble |= j24 a |< 2 uo] 2
— = =_ o}2090° _ te Ld} Ld 2 -_ r Ootiw ze vay oa - * = ue we o Ww xn|Ooa}|4 = So xr jo2z|n ow WW - c— > - = a <>
—¢ io re oD Ww bw |O a Zojlow Oo rts —-|°c°9 Sl[atrj/saa = = we eja a4 Go Oo >> 2 rey = ao;j/stc& rico [4 = > |ao-—jwwnitolan Oo - = -—n > a ud = °° 4 a
= an eo a oO }reu a 2=-I-S - a eQal/zolewjut = 2 > |jatu a _ e Or!” a a [4 —|WOIKLO}/>a2 2 . = Fr |/tO/AVnW—|i—a = oe an be an : WW 2
z e t= > a6/ a l/eulu2| a] alu jag]=" [oslo = ]a|une |os| = = =z 6 |nal> |[oale F< = |H=-|—Sl[Fujasc}] cl w fe jus a a wi x or] &
oO °o =z ox w |oO we ulurn Oo > Oo }oLt Zz a2la ed n no |— we a a ao! & 4 =z ire} Wok o . > Qo Dujaun a alu ° [ray a = o a zu a rey to Co
S| s = 2 o}]@ [ful 2 ]-aGe] So | = "Sleslo=|So} G |e] 2) eS jew) 2] 2/5 |Ss]/S] ue] So] wu luGsawelse s 3 8S itel|Sa} ao] ala] 2 jualwal a] oe] GET} e : ao} 3
n oa tt az = So jas = > ‘ a 2 = \|aon z2zi=a za 2 a ac j-2 or = 2 2a 2 a = ajax —I|= 4 a a a a NWN T|e tle alms = aojaazt a. a > ao n & an cs ac
yrs % | min |mm/h ha | ha} ha | l/s| I/s}| % | I/s \/s | I/s min|mm/h|_ ha | I/s| I/s| I/s{ I/s|_ m % | mm |m/s|min m m. m. m. % m m_|m/s|_m m m m m m
10 | 17a 7A 178 10.09 171] 0.86] 0.86] 0.103 0.08q o.08al 42 | 42 | 0.50 122| 1268.3) 42 | 0 | 27a | 10.0 171 | 0.088] 71 | 694] 29 | 42 | 9.134 3.07] 3751210.38| 0.15 ‘Qg 0.042 Qo 0.042 Do 375 0.007 5.31| 0.039) 5.31| 0.039 0.06] 0.005 2.666| 3.141| 3.180] 3.160] 3.567) 17A
100 to 2/8 10.09 249] 0.86 1:00] 0.103 0.103] 0.103] 71 10.00 249 | 0.103} (Pipe flows Gratd flow) CHRT 32: Vo2/2qD0 0.02 H/Do 2.385] 3.136|
Kq side flow 5.31 end flow 4.01
10 | 27a 2/8 V7/Ai2/8 10.0 171] 0.86] 0.86] 0.149) 0.128 0.126 61 | 61 | 0.50/ 59 | 10cs.1| 59 | 2 | 37a | 10.15 170| 0.216] 174| 694| 73 | 100 | 34.675 0.40| 3751¢10.91| 0.58 9 0.059 Qo 0.100 Do 375 0.042 1.47] 0.062) 1,61| [email protected]] 0.114 2,368] 3.074] 3.136 3.142] 3.311] 278
100 to 3/4 10:00, 249] 0.86] 1.00] 0.149 0.149] 0.149) 103 10.18, 248 | 0.252 (Pipe fibw= Sup upstr] atten|t lows} Angle 16 Chari 36 S/Do 2.5 chart Inter val fr S/D} 3.07 kw 1.6) 2.227| 2.960]
Du/Do 1.00 KO 1.51 KO.5 1.86 cHaRT] 35
Qu/0o 0.42 Cg 1.10 K 1.90 $/D0 4.0 KO |I.01 K9.5 1.
$/D0 4.0 KO 1.21 KO.5 1.45 K 1.48 $/00 $.0 KO [1.10 K9.5 1.
$/D0 3.0 KO 1.34 KO.5 1.59 K 1.62 Interp val fpr S/0p 3.07 ku 1.
10 | 3/A 37a 178; 270;34A 10.09 171| 0.86] 0.86| 0.064 0.056 0.059] 26 | 28 | 0.50 59 | 10cs.1| 28 | o | va | 10.73 167 | o.271| 212 | 694| 86 | 126 | 15.676 0.40] 37512)1.14| 0.23 Q 0.027 Qo 0.126 Do 375 0.066 0.89] 0.059) 0.89| 0.059 0.52] 0.08 2.207] 2.901] 2.960 2.960] 3.12 3/8
100 10 4/8 10:00, 249] 0.86] 1.00] 0.064 0.064 0.064) 44 10.73) 242 | 0.316 (Ripe fipw= Sun upstr] atien| flows) CHART 34 Angle 30 Case 3 2!144] 21820]
8/00 2.5
Du/Do 1.00 09/00 0.22 K 0.96
$/Do 3.01 cor -0.07 Ku 0.89 Kw 0.89
10 | 4/0 47h 17A;278;3/8, 478 10.00 171] 0.86] 0.86] 0.026 0.023 0.023 11 | 11 | 0.60] 267| 1068.3] 11 | © | 5/0 | 10.99 165 | 0.294] 228 | 694| 93 | 135 | 17.866 0.40] 3751¢)1.22| 0.24 Qg 0.011 Qo 0.135 Do 375 0.076 0.83] 0.040 0.53| 0.040 0.59] 0.108 2.124] 2.780| 2.820] 2.620] 3.053] 4/8
100 to 5/A 10:09 249] 0.86] 1.00] 0.026 0.026 0.026 18 10.96 240 | 0.342] (Pipe tipws Sum upsts] atien|fiows) CHART 34 Angle 31 Case 3 21052) 2.674]
$/00 2.5
Du/Do 1.00 09/00 0.08 K 0.55
$/D0 2.86 cor -0.02 Ku 0.53 Kw 0.58
To | 5/A S/A__ | _1/A;2/0;3/A14/0,5 10.00 171] 0.66) 0.86] 0.048 0.041 o.o4i| 19 | 19 | 0.50] 59 | 10as.1 19 | o | 6A | 11.2 164 | 0.335] 258] 694| 105 | 152 | 37.976 0.40] 4501%10.96| 0.63 Qg 0.018 Qo 0.152 Do 450 0.047] 1.28] 0.060) 1.52| 0.071] 0.23] 0.109 2.107| 2.614] 2.674] 2.685] 2.815) 5/A
100 to 6/A iA 10.00 249] 0.86] 1.00] 0.048 0.048 0.048] 33 1129, 238 | 0.390] (Ripe flpw= Sup upstr] atten| ows) Angle 65 Chori 43 /Do 2.5 chart Interp val thr 8/09 2.28 kw 1.5 1.956] 2:505|
Du/Do 0.83 KO 1.36 KO.5 1.76 cHaRT| 42
Qu/Qo 0.88 Cg 0.30 K 1.48 $/D0 2.5 KO 1.05 K0.5 1.75 K 1.26
$/Do 2.5 KO 1.36 KO.5 1.76 K 1.48 $/D0 2.0 KO [1.03 KO.5 1.92 K 1.30
$/D0 2.0 KO 1.42 KO.5 1.94 K 1.58 Interp val for S/D} 2.28 Ku 1.21
10 | 178 178 178 10.00 171] 0.86] 0.66] 0.264 0.2271 0.227] 108 | 108 | 0.50] 122] 1208.3] 108| o | 6/A | 10.00 171 | 0.227] 183| 694] 75 | 108 | 16.256 0.40| 375(210.98| 0.27 Q9 0.108 Qo 0.108 Do 375 0.049 3.60] 0.176 3.60| 0.176 0.36| 0.062 1,.946| 2.567] 2.743 2.743| 2.966 1/8
100 to 6/A 10.00, 249] 0.86| 1.00] 0.264 0.264 0.264 183 10.00, 249 | 0.264 (Pipe flow Grate flow) CHRT' 32: Vo2/2qD0 0.13 H/Do He8i| 2:505|
Kg side flow 3.60 end flow 3.09
10 | 6/A e/a 178; 2/0; 370447835 10.0 171] 0.66] 0.86| 0.049] 0.04 0.042] 20 | 20 | 0.50] 59 | 10cs.1| 20 | o | 7a | 11.63 160 | 0.604] 455 | 337 | 106 | 269 | 18.16) 0.40] 45012)1.69| 0.18 Qg 0.019 Qo 0.269 De 450 0.146 1.09] 0.159) 1.09] 0.159} 0.69] 0.161 1.936] 2.346] 2.505] 2.505] 2.807] 6/A
100 to 7/8 74; 178;6/] 10:00, 249] 0.86] 1.00] 0.049 0.049 0.049) 34 1183, 233 | 0.703 (Pipe flbw= Sup upstr] atien|t lows) Routine 2.13 Equiv defin 48 Combifed pipes in ine case 863] 2! 185
CHART 49 Join Pipes:
High vel lat 5/A 178 abd 5/A
Dhy 450 Qhy 0, 149 Vell 9.935 Vel2 0.915
Dhv/DIv 1.2 Dhv/Do 1.00 Eq Dip 585 Angle if2 Flow 0.250
Qhy/Qo 0.55 H 2.14 CHART] 33 Angle 0
Low vel latr! 1/8 $/00 2.5
Div 375 Qly 0.101 Div/Do 0.83 Du/Do| 1.30 dg/00 olo7 K g.43
Qlv/Qo 0.38 L 0.33 H-L 1.81 $/Do 2.06 cof 0.03|Ku 0.46 Kw 0146
Kuskws 1.81 Interpolated Ku= 1]09 Kws| 1.09
10 | 1c 1c We 10.0 171] 0.86] 0.86| 0.071] 0.061] 0.06] 29 | 29 | 0.50) 227| 100s.2) 29 | o | 7A | 10.00 171 | 0.061] 49 | 694] 20 | 29 | 17.657 0.40| 37512)0.26| 0.29 Q9 0.029 Qo 0.029 Do 375 0.003 6.99] 0.024) 6.99| 0.024 0.03] 0.005 1.859] 2.190] 2.214 2.214] 2.657) 17
100 to 7/8 10:09 249] 0.86] 1.00] 0.071| 0.071] 0.071] 49 10.00 249 | 0.071 (Pipe flow Grate flow) CHRT 32: Vo2/2gD0 0.01 H/Do 1.788] 2.185}
Kg side flow 6.99 end flow 5.00
10 | 77a 77a 1A; 278;3/A}47A,5 10.00 171] 0.86] 0.66] 0.180 0.158 0.151 74 | 74 | 0.80] 59 | 1068.1] 59 | 15 | 4/A | 12.01] 159 | 0.820] ci2| 694| 263 | 349 | 24.44 0.40] 525141 1.56] 0.26 Q9 0.055 Qo 0.349 Do 525 0.124) 0.69] 0.086) 0.69] 0.086 0.60| 0.147 1.916] 2.099] 2.185] 2.185] 2.503. 7/A
100 to 8/A e377 10.00 249 0.86] 1.00] 0.180 0.180 0.180) 124 12.01] 231 | 0.954 (Pipe fipw= Sup upstr] atien| flows) Routine 2.2 170 abd 6/8 Va20] 1982]
Vel! ].678 Yel2 0.244
Du/Do 0.86 Qu/Qo 0.77 K 0.43 Eq Dip 491 Angle 182 Flow 0.294
4/Do 2.0 chrt Qg/Qo 0.16 Kg 0.18 CHART|33 Angie 0
4/00 1.5 chrt Qg/Q0 0.16 Kg 0.20 $/00 2.5
4/D0 1.34 Interp value Kg 0.21 Du/D0]0.94 dy/00 0} 16 K G61
Kuskw= 0.64 $/00 |.53 cof 0.17|Ku 0.76 Kw 0178
Combined pipes in line case Interpolated Ku= 0/69 Kw-| 0.69
Join Pipes
10 | 87a a/A 174; 27/8; 3/A347455 10.0) 171] 0.86] 0.86] 0.044) 0.03] 0.036] 18 | 33 | 0.50] 59 | 1ocs.1| 33 | © 0 | 12.27 168 | 0.668] 635 | 694 | 268 | 377 | 16.77] 0.40] 525(2)1.68| 0.19 {3 0.030 Qo 0.377 Do 525 0.144 0.66] 0.095) 0.66| 0.099 0.70| 0.134 1.800] 1.857] 1.952] 1.952] 2.398 6/4
100 10 9/8 | /;1/8;6/8; 1/0577 10:00 249] 0.86] 1.00] 0.044 0.044) 0.044) 30 12.27] 229 | 0.998 (Ripe flpw= Sup upstr| ot ten| flows) CHART 34 Angle 17 Case 3 1725] 1.725]
Ai8/A $/Do 2.5
Du/Do 1.00 Qg/Q0 0.08 K 0.55
$/Do 1.29 cor 0.1! Ku 0.66 Kw 0.64
~ (— ~~ a Y \Y \
Cl) sc) -) Consulting Engineers N sheet 2 of2 sheets
development constants, planar and cuvoyore o NOOSA DOMAIN RETIREMENT VILLAGE ;
', drawing number
SUNSHINE COAST > bo Nor SCALE FROM THIS ORAWING -USE ONLY DMENSIONSPROVDED-F NDOUET LEASE ENOUIRE | ‘tum: AHD derived origin (8M)
FecleLoneciy ose ra ae xs eesloned] aw] coPYrici ©2000 JF P CONSULTING ENGNEERS PTY. LT. SS ‘aot COUNTRY CLUB VILLAGES PTY. LTD. M1717-D07.
cron. ae tenes drawn | JM | THis DOCUMENT MAY NOT BE COPIED OR TRANSMITTED IN ANY ‘A | ORIGINAL ISSUE 3206 | JM file name
z a FORM OR BY ANY MEANS IN PART OR IN WHOLE WITHOUT THE
Gr Enea | ebocked | AF | written cgpeen OF uF &P CONSULTING ENGNEERS PTY. LTD. DRAINAGE CALCULATIONS - SHEET 2 M1717-D02-D07,DWG
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-RPEQ 5601 A YS A SA Sate 28.2.06 7)