9307-OPW RFI 1 Civil Plans

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LOCATION SUB-CATCHMENT RUNOFF INLET DESIGN DRAIN DESIGN HEAD LOSSES PART FULL DESIGN LEVELS DESIGN:
Vf= STORMWATER DRAINAGE DESIGN STORM
Qra Q/ | Qca| Vea Vf MODELLED IS 10 YEAR RETURN PERIOD (10%
Tc | Cc A CA Qc Qa G xX B Qg | Qb Tc | CA t Q L S A p P | Vt /2g Ku hu Kw | hw Sf hf dn | Vn AEP) AS STANDARD. NO ASSESSMENT
w bE uw z ra |b cw 4 w O° w > w A 5 5 > wl 4 oO UNDERTAKEN FOR 100 YEAR RETURN
a > ; >/Y ul Ow . e uu uu a a >| x a _ < A az/ 2 = oc 9
> $2 z EZS/SEow.8| Re |Scl2 elegg\|,<,) £4 a Gal & jE, gS jan |sz/5 | 6] 2 alu ieee _lzelaels_je_| Su8 lo | #8 |Z] 2.| Z8/e_le2#/5)/S lo [lu w | & PERIOD (1% AEP) AS SITE IS FREE DRAINING
Ss =xzQ 20 |SFo\a2gl|ZoQ| St sb leq2eie2q/Gubl| x2 & $9) 0 [EFu\HVoab o/SOs/ in/F-|/ 2 a |rZz)/ © |S leoloslicovoleals9| TZez lay! %E Oy woe WE a/SZIs5 S/n is-4ia- Sa| 9 TO HOFMANN DRIVE
32 562 / Z2= YE0/S2(5-2| VE /28 (Se zris=alsas| até - Ble |legi@slies2zYuz/s2\ae)/ 2) * |ob/ 8] a Ole olizoleHiogs| wGe [rBl Se (22 af SEC alsblez| > | 9 [> G/FG| » |Z¥| 2
2= 2 $5 |beu/2e 445] a2 |5<|455/8 oe |\Sez2| oe ti SS| & |BZ|SS/S2S-|EYslZeiS*| =< | uw fe9l ul] a \a9lsQisolsojgalog| oak Fo) Se Sse C oa S ease a lu [a Ou9| 4 lee] & EXTERNAL STORMWATER SYSTEM:
be xO aw |Dso/ 25/9 > Oo |> Zisasa = ° S aul > (a |[>tiVe |e SO t5\/O w | 2 eof) se Selah awl ws ml > O|/= Oo |z xem) FwiOoaj2u/f)/e eT E7) sR -| &
wn OV n nS ece/o0 “oS \o n alj*-~z oO aw < a ej i} wn OF a a a a/ @ a jz>/o0 o> >|0 > Oo |D oO |0 ira xrj2 Ala alsa a n ira EXISTING, EXTERNAL STORMWATER SYSTEM
mm/ mm UPSTREAM AND DRAINING PAST
min | h ha_ | ha | Ws | Us % % L/s | U/s min | /hr | ha | U/s | U/s | m | % |mm|m/s| L/s | m/s | m/s m m m | % m_{ m [m/s| im {im | m | m | m {im | m CONFIRM IMPACT OF UPSTREAM RUNOFE
F1/01 to STD FIELD INLET TYPE 2A; 600 x T9/T
F1/01 F1/01 3/01 1.00 | 3.00 LOO GRATE 1.00 5.02 | 221 |0.016| 10 | 10 | 86 | 050| 300 | 0.14] 68 | 0.97|200|'/T| 0.00] 246 |0.00) 355 |0.00] 0.02 | 0.01 | 0.08 | 0.469 | 3.98 | 3.94 | 4.07 | 4.07 | 4.08 | 4.96 | 0.89 WHEN BYPASSING SITE.
F2/olt LIMITED MODELLING OF THE DOWNSTREAM
F2/01 F2/01 | nhs ‘01 1.00 | 3.00 | S1P FIELD INreET ver A600 | 1.00 | saG F1/o5 | 5.09 | 220 |0.040| 24 | 24 | 11.6] 0.50| 300 | 0.35) 68 | 0.97 | 2.00 "3/ Tloo1} 189 | 0.01] 2.24 | 0.01} 0.07 | 002 | 0.12 | 0.89 | 3.92 | 3.86 | 4.06 | 4.05 | 4.07 | 4.90 | 0.83 STORMWATER SYSTEM TO CENTRE LINE OF
wn3/01 HOFMANN DRIVE BEEN UNDERTAKEN TO
MH3/01 | MH3/01 to 1.00 | 3.00 STD 1050mm MANHOLE 5.12 | 219 |0.074] 45 | 45 | 3.7 | 5.17] 300 | 0.64] 220 | 3.11 | 2.00 Te/T 0.02] 222 |005| 253 |0.05| 7.11 | 0.02 | 0.09 | 2.45 | 3.84 | 3.65 | 4.02 | 3.74 | 4.06 | 4.74 | 0.68 DEMONSTRATE GRADING AND HGL. IT IS
MH1/11 ASSUMED THAT DOWNSTREAM NETWORK
HAS CAPACITY FOR PROPOSED
MH1/11 | MH1/11 1.00 | 3.00 STD 1050mm MANHOLE T10 2.09 |000] 3.14 | 0.00 2.99 | 4.71 | 1.72 DEVELOPMENT(S)
MH3/01B
MH3/018 | MH3/01B | 17) 94 1.00 | 3.00 STD 1050mm MANHOLE 5.00 | 221 2.1 | 1.00 | 225 45 | 1.13 | 2.00 1.00 | 0.02 3.44 | 3.42 | 3.44 | 3.42 | 3.44 | 4.74 | 1.30
To/o1 | TD/01 Mente 1.00 | 3.00 TREATMENT DEVICE 5.02 | 221 2.2 | 1.00 | 225 45 | 1.13 | 2.00 1.00 | 0.02 3.07 | 3.05 | 3.07 | 3.05 | 3.07 | 4.74 | 1.67
MH1/11 | MH1/11 1.00 | 3.00 STD 1050mm MANHOLE T10 2.09 |000] 3.14 | 0.00 2.99 | 4.71 | 1.72
F1/02 F1/o2_ | F1/02 to 1.00 | 3.00 | STDFIELDINLET TYPE 2A;600x | 4 gq 5.03 | 221 |0.015| 9 | 9 | 168] 0.50] 300 | 013] 68 |097|2.00}'/"}o00) 214 | 000} 3.29 |000] 039 | 008 | 0.07) 0.67 | 4.03 | 3.95 | 4.11 | 4.04 | 4.11 | 4.89 | 0.78
F2/02 600 GRATE 10
F2/02 F2/02 eo 1.00 | 3.00 | S1P FIELD INreET ver A600 | 1.00 | saG F3/o2 | 5.17 | 219 |0.030| 18 | 18 | 15.7] 0.50| 300 | 0.26) 68 |0.97| 2.00] Te |0.00] 2.07 | 0.01] 2.39 | 001) 027 | 0.06 | 0.11 | 0.82 | 3.93 | 3.85 | 4.03 | 3.99 | 4.04 | 4.87 | 0.82
F3/02 to STD FIELD INLET SAG TYPE 2A; 900 16,3. (2x)2 G2/T
F3/02 F3/02 | fwayop | 5:0 | 221 | 0.90 | 0.05 | 0.05 | 30 30 1.00 | 3.00 OO CNate 100 |*8?'| 21 | 9 | F1/o7 | 5.16 | 219 0.079) 48 | 39 | 6.0 | 050 |X| 0.49] 64 | 0.80) 2.00) S/T] 001} 287 | 0.03] 320 | 0.04] 069 | 0.03 | 0.13 | 0.84 | 3.83 | 3.80 | 3.96 | 3.92 | 4.00 | 4.53 | 0.53
Hwa4/o2 | Hwa/o2 1.00 | 3.00 HEADWALL 3.92 | 4.40
F1/03 F1/03 eos. 10.0 | 171 | 0.78 | 0.03 | 002] 10 10 1.00 | 3.00 | STO FIELD Nebo te 24,900) 499] sac)] 6 | 4 | F3/03 | 10.00 | 171 | 0.022} 10 | 6 | 69 | 0.50] 225 | 015] 32 |080]2.00] G1 |0.00] 7.00 | 0.01 0.01} 0.55 | 0.04 | 0.07 | 0.62 | 4.11 | 4.08 | 4.18 | 4.14 | 4.19 | 4.73 | 0.54
F2/03 F2/03 os 1.00 | 3.00 | S10 FELD NE nN 900 10.06 | 171 }0.022| 10 | 6 | 16.0] 0512] 225 | 0.15] 32 |080] 2.00] T10|000! 209 |000) 266 | 0.00] 0.05 | 0.02 | 0.07 | 062 | 4.06 | 3.97 | 4.12 | 4.12 | 4.13 | 4.80 | 0.67
F3/03 F3/03 Pos. 10.0 | 171 | 0.78 | 0.01 | 0.01 5 10 1.00 | 3.00 | STO FIELD NOOO CATE 2A; 900 | 499 | sac | 10 tost | 10.03 | 171 | 0.062} 30 | 30 | 148] 0.51] 300 | 0.43] 69 | 0.97 | 2.00 wr 0.01} 2.49 | 0.02] 2.74 | 0.03] 0.55 | 0.08 | 0.14] 0.94 | 3.95 | 3.88 | 4.09 | 4.01 | 4.12 | 4.81 | 0.69
4/03 to STD FIELD INLET SAG TYPE 2A; 600
aFa/o3 | aF4/03 | jqysyq3 | 10.0 | 171 | 0.78 | 0.00 | 0.00] 1 1 1.00 | 3.00 x 600 GRATE; OVER 1050mm | 1.00 | SAG 1 | 3/03 | 5.31 | 217 | 0.058 75 | 6.02 | 300 237 | 3.36 | 2.00 6.02 | 0.45 3.86 | 3.41 | 3.86 | 3.41 | 3.86 | 4.89 | 1.03
MANHOLE
MHS5/03 r6/t
MHS5/03 | MH5/03 to 1.00 | 3.00 STD 1050mm MANHOLE 5.38 | 216 [0.058] 35 | 35 | 8.9 | 2.00 | 300 | 0.49| 137 | 194} 200|'/T} 001] 224 |0.03) 255 |0.03] 195 | 0.18 | 0.10 | 162 | 3.19 | 3.01 | 3.33 | 3.16 | 3.36 | 4.60 | 1.24
MH1/10
MH1/10 | MH1/10 1.00 | 3.00 STD 1050mm MANHOLE Te/T 215 | 002] 2.46 | 0.02 3.16 | 4.38 | 1.22
4/03 to STD FIELD INLET SAG TYPE 2A; 600
F4/03 Fas | Th93 1.00 | 3.00 x 600 GRATE; OVER 1050mm | 1.00 | SAG F3/03 | 5.00 | 221 35 | 35 | 64 | 1.00] 225 | 0.88] 45 | 1.13 | 2.00 0.04 0.97 | 0.06 | 0.15 | 1.25 | 3.39 | 3.33 | 3.55 | 3.49 | 3.55 | 4.89 | 1.34
MANHOLE
TD/03 to T9/T
Tp/o3 | D/03 1.00 | 3.00 TREATMENT DEVICE 5.05 | 220 35 | 35 | 2.4 | 1.00] 225 | 0.88] 45 | 1.13 | 2.00 0.04] 244 |o10] 276 |o211] 1.25 | 002 | 0.15 | 1.25 | 3.23 | 3.21 | 3.39 | 3.36 | 3.50 | 4.72 | 1.22
MH5/03 10 CONSULTANT: MPN CONSULTING PTY LTD
_— CONTACT: TOBY TAWDE MUSPRATT
MH5/03 | MHS5/03 1.00 | 3.00 STD 1050mm MANHOLE H 224 |0.03| 2.55 | 0.03 3.36 | 4.60 | 1.24 (RPEQ 24982)
TELEPHONE: (07) 3335 4595
F1/05 to STD FIELD INLET SAG TYPE 2A; 900
F1/05 F1/05 | saugzgy | 5:0 | 221 | 0.89 | 0.04 | 0.03 | 21 21 1.00 | 3.00 OO CNate 1.00 | sac | 21 F3/o2 | 5.00 | 221 |0.034] 21 | 21 | 38 | 0.50] 225 | 053) 32 |0.80/200] G1 }oo1| 7.00 | 0.10 0.10] 0.78 | 0.02 | 0.13 | 0.85 | 3.95 | 3.93 | 4.08 | 4.05 | 4.18 | 4.69 | 0.51 hn nare 30/0/2028
MH3/01 | MH3/01 1.00 | 3.00 STD 1050mm MANHOLE Te/T 222 |005|] 253 | 0.05 4.06 | 4.74 | 0.68
F1/06 to STD FIELD INLET TYPE 1, 1200 x
F1/06 F1/06 10.0 | 171 | 0.75 | 020 | 015 | 71 71 1.00 | 3.00 | 1200GRATE; 900x900 OPENING; | 1.00 | sac | 71 Lost | 10.00 | 171 | 0.148} 71 | 71 | 35 | 0.23] 600 | 0.25] 294 | 1.04} 2.00] G1 | 0.00] 7.00 | 0.02 0.02) 0.79 | 0.01 | 0.20 | 0.85 | 3.31 | 3.30 | 3.50 | 3.47 | 3.52 | 4.40 | 0.88
MH2/06
OVER 1350mm MANHOLE
MH2/06 To/T
MH2/06 | MH2/06 | E74 1.00 | 3.00 STD 1800mm MANHOLE 10.03 | 171 |0.148| 70 | 70 | 16.1 | 0.86) 825 | 0.13 }1328] 2.49] 2.00] "7/1 ) 0.00) 224 | 0.00] 291 }0.00] 101 | 013 | 0.13) 1.32 | 3.13 | 2.99 | 3.28 | 3.12 | 3.28 | 4.50 | 1.21
EX2/11 | EX2/11 1.00 | 3.00 EXISTING MANHOLE 13/T 187 | 0.00] 222 | 0.00 2.88 | 4.35 | 1.47
6 B_ | 1308.26 | RFI RESPONSE wc | TTM
F1/07 to STD FIELD INLET SAG TYPE 2A; 600 G3. A |s00126 | FoR APPROVAL mls
F1/07 F1/07 5.0 | 221 | 089 | 001 | 001] 3 12 1.00 | 3.00 x 600 GRATE; oveRcusToM | 1.00|73-| g | 4 | Lost | 5.00 | 221 |o0.005) 3 | 8 | 15 |050] 300]0.12| 68 | 097] 2.00) G1 |o00] 7.00 | 0.02 0.01! 0.00 | 0.00 | 0.07 | 0.66 | 2.90 | 2.89 | 3.16 | 3.16 | 3.16 | 4.10 | 0.94
MH1/10 MANHOLE 5X ISSUE DATE AMENDMENT BY APP
MH1/10 | MH1/10 1.00 | 3.00 STD 1050mm MANHOLE T6/T 215. |002] 246 | 0.02 3.16 | 4.38 | 1.22 COPYRIGHT: THIS DESIGN AND PLANS ARE NOT TOBE USED OR REPRODUCED WHOLLY ORIN
9
ABN: 39 062 191 799
MH1/10 | MH1/10 | MH1/10 1.00 | 3.00 STD 1050mm MANHOLE 545 | 215 |0.063| 38 | 43 | 78 | 0.521 375 |039| 126/124] 2.00|te7|001|. 215  |oo2} 246 |002| 054 | 004 |015| 103 | 2.99} 2.95 | 314] 3.10 | 3.16 | 4.38 | 122
P: 61 7 3335 4555
to EX2/10 g E: [email protected]
Ex2/10 | X2/10 | €X2/10 1.00 | 3.00 EXISTING MANHOLE 10.55 | 168 |0.306| 143 | 148 | 65 | 0.31 |1200| 0.21 | 1049| 1.46 | 2.00|t2/t|0.00| 033 | 0.00 0.00! 050 | 0.02 | 0.13] 0.96 | 2.60 | 258 | 2.73 | 2.70 | 2.73 | 425|152 Level 4, Bung 3,
x600 5 Kings Row Office Park,
to EX3/10 CONSULTING 42 McDougall Street, Milton, QLD, 4064
EX3/10 | EX3/10 1.00 | 3.00 EXISTING MANHOLE 2.70 | 4.26 TP
MH1/11 | MH1/11 | MH1/11 1.00 | 3.00 STD 1050mm MANHOLE 515 | 219 [0.074] 45 | 45 | 44 [082 | 600 | 016 | 556 |197/200|T10 [000] 209 |o00| 314 ;ooo] 123 | 003 [o12 [118] 285 | 281 | 298] 293) 299/4.71/172| CE STOCKWELL DEVELOPMENT GROUP PTY LTD
to EX2/11 —
i— | NOOSA EARLY LEARNING CENTRE
EX2/11 | EX2/11 | €X2/11 1.00 | 3.00 EXISTING MANHOLE 10.16 | 170 [0.228 | 108 | 108 | 36.8 | 0.43 [1200] 0.15 J1249| 1.74 | 2.00] T3/r] 0.00 187 [0.00] 2.22 |o00| 034 | 015 [009] 095 | 2.78 | 262 [2.87] 2.75 /288| 435/147! C11 OT 4NOOSA
to EX3/11 x600 6 =
Ex3/11 | €X3/11 | €X3/11 1.00 | 3.00 EXISTING MANHOLE 10.47 | 168 |0.228| 106 | 106 | 95 | 0.05 |1200/ 0.15 | 435 | 0.60|2.00|t1/t|000| 0.21 | 0.00 0.00) 0.20 | 0.01 | 0.19 | 0.48] 2.61 | 2.61 | 2.75 | 2.73 | 2.75] 424/149] AK 63-65 HOFMANN DRIVE
to EX2/10 x600 2 NOOSAVILLE, QLD 4566
EX2/10 | EX2/10 1.00 | 3.00 EXISTING MANHOLE T2/T 0.33 | 0.00 0.00 2.73 | 4.25 | 152] GD) STORMWATER DRAINAGE
5 Zz
oO CALCULATIONS - MINOR SHEET 1
C) [oesicn: tm DRAWN: TTM SCALES: AS SHOWN
 [cHo__is APPRD: TIM DATE: 30.01.2026
O mpn JOB DRAWING No. REV
9307 | SW.5.01
STORMWATER DRAINAGE CALCULATION TABLE - MINOR - ~~ B
DESIGN STORM: 10% AEP (1 IN 10 YEAR ARI) 2S FO R AP Pp ROVAL