Engineering Drawings Part 3

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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.

DESIGN CHECK

 

 

 

DRAWN CHECK

 

 

 

OazmzozmE>
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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

FOEET

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

 

LAKE DOONELLA NOOSA
STAGE C1 - C6

 

BROWN

Smart Consulting

 

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

 

 

 

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LOCATION TIME SUB-CATCHMENT RUNOFF INLET DESIGN DRAIN DESIGN HEADLOSSES PART FULL DESIGN LEVELS
tc [| | [co | C [A [GA [+A] 0 Qg [ab tc | | [+A [ or [Qn [ Os [| ] Lis vit dag | ku [| w [Kt | hl | Kw | hw | Sf_| bf Vp
e s = = =e
a z = = z|2 |&s Biss 8
w g e s e S\z x ales 3 KE = uo
s = S siz |2 Sle] _ |e = 5 s 2 mle |g = S|>a & o eal. |S lu {8 uw 2 4/e z 3 s
2 Ss Hg S/Eys/ Ee lrele SJE) =e loale 5 2/2 2 sl/&B)/=2/zZz]/f = fa S/62/= =s2Z E/Z_|/2 |S./= 5| Zila |sa a |S z xad| =
z|# cS Se © |S58| = |S8\54/5)2) 2 |Seleezie |SZz| # |ela2 #/] 8) =|] «|S /§.|/8/=/2)/ 8 |x8l/8SlS8_le. # z2 o lzzelSulee|".| SZ) 2/2 [2a a5 = Se| #
=/ 2 a aa 2) S /22) 3 /25/S8/ 2/35) 2 /eZeelenjes| = |e) al velezt) al] ye | 2 i/2e)2)6/ 2] & \ssleetslee Ss 5 & = |28/e8les\w42) os Sis |ee z/ eo |B a|3 ua! 2
@\/ 2) 2 | sé |2/8\ze| 2/28/82) 2/3) 2 |geles/e2is2| 5 || 2) 22 \22/2) 2 | 8 (82/8) 2) 2) 2 |elze/s2 22 22 3 5 esos lee/-gla8) 2 e8/es/—/3) 2 /2s|2)2] 4 ee] 2
ag S |82| 2 l|S3/se 2/e2 2 2 /s)/e]s =| = = |Z=| 2/2) 8/ # |#ze/Se/= 2 d |LS/LS|eSlzSlee eSjes| 8] 2 Ss 2 |ss
#) & & as =| a |a2| 2 |@e/es|/a)28 | 8 |e4jezZ\ee/F2) 2 | 2)e) 55 [Se] 2) 2 | fF /S5) 2) | 2] = FSlSe/FZIE5 & BS ES |SS|S#/Scls#i/se] 5 |Fale#| 8) S| 8 |S2/S |] 5) Ss lez) &
yrs % [nin [mm/h ha_[ ha_| ha [Us [Ws Us Us_[ Ws min_[mm/r | ha [Vs [Ws [Us [Vs | m | % | mm [mis | min n m n a mf[mi[ws[m{[o{[mf[oi{ oto
5 GRIN GIN GB B.00 0 | 0.83 079. 0.197 0.156 | 0.156 a m2 909, 189 108.107 7 0 B00 0 0156 1B 2643 1 m2 6.015, 050 52513)} 0.58 0.10 oon 250 0.063 250 0.043 | 0.09 0.005, 8.003 8105 8188 8788 | 8.952 GIN
100 te G/M B.00 25 | 083 100 0197 o197 | 0.197 1B B00 ms 0.197 [Pipe|tlow= Grate flow) (139) 1913 8.740
FLow|WOTH/DERTH 2373Wém
5 awe cue EXIST 174,619,620] 300 wo | oss | ars ] oni | ons | ous | 56 n au | 189 108.107 7 0 so | war | tzoz | ass | rao | 333 | ssz | 3999 | oso | soi] 061 | 007 Qg 0.075 Bo 0.552 Do 1060 coy | 145 | 0028 14s | 0078 ] 006 | o002 ame | saz | 8140 smo | 399 | Gus
100 to OUT/M 613,014 3.00 ms | oss | too | ore | ort | owt | 13 sy | am | tga Pipe flow=|Sum upstrlatten floms) x2 | (17) Routine 22 37M and IBN 356 | 8710
FLOW|WIDTH/DEPTH 1.387¥d m CHART 48. ‘Vell 0.55) Vel2 1.65¢
Du/De 0.50 Qu/Oo 0.22 K 1.77 Eq Dia 66h Angle 119 Flow 0.471
4/0620 cht Ug/06 8% Kg 0.08 CHART 3} angle 0
4/0 15 chrt Og/Qe 0.14 Kg 0.05, $/0 25
4/001 nterp value Kg 085 DusDo 043 04/00 Of K-167
Ku=Kw= 1.82 ‘$/Do 1.64 cor 0.12 Kh -155 Kw F155.
Combined pipes in line case Interpolated Ku= 1.45 Kw= 1.45]
Join Pipes:
5 VRS RWS, ny 10.00 we | 082 | a7s | oasn | 00s | o066 | 29 ~ 050 88 1050.05 2» . voor | 56 | 0066 ST 397 a 2 | 4000 | 075 | zs] 063 | 007 Qg 0.029 Do 0.029 Do 225 oz | 761 | 0156 rer | assy | oat | o008 16569 | 16619 ] 16.73 173 | 1020 | vAWS
100 to 2/RWS 10.00 ai} os2 | ass | oss | o0sz | 0082 | 57 voor | 251 | 0082 WPipe|tlow: Gratp flow) (am) HRT 32: Vo2/2qDo 0.08 H/Do 0:21 16539 | 16611
+FLOW|WIDTH/DEPTH 0.129¢d m Kg side flow 7.61 end flow 5.81
5 URWS DIRWS: ny 6 10.07 56 0.066 ST 997 B ry 14,959 075 ‘2A5IUt} 0.63 025 Qo 0.029 Do 225 0,020 180, 0,036 220 0,044 O21 0.031 16519 16575, 16.611 16.619 11.016 DIRWS:
100 40 3/RWS yooT | 250 | o0sz Pipe flow-|Sum upstr|atten flows) (at) CHART 50 Du/Do1.00 alpha 90 1607 | 16566
Kv 030 W013 WSE 004
Ku 180 Kw 220
5 B/RWS 3/RWS- 179,178 10.00 156 0.82 O78 0.079 0.062 0.062 u an 050 88 1080.05, a 0 1032 154 0.128 1 997 5k 55 26642 0.75, 225(U}) 121 034, Qg 0.027 Oo 0.055 Do 225 0.075 20 0.157 249 0.186 075 0.184 16387 16387 16.544 16573 | 16.864 3/RWS-
100 to 4/RWS. 10.00 asi | ose | ass | 0079 | 0077 | 077 | 54 32 | ns | 0159 Pipe tlow-|Sum upstr|atten flows) (am) ‘Angle 11 Chart 47 $/Do 25 chartdeg Interp va) for $/DoJ.77 Kw 2.4 46.202 | 16.202
FLob|WOTH/DEPTH o.20Wém Du/Do 100 KO 192 KOS 212 HART
dy/te 052 087K 212 $)Da 20 2.04 Ka 182 192
1D» 20 KO 246 KOS 240K 240 Da 15 fo 209 KO 23142
1D» 15 KO 267 KOS 258K 259 ner va for S/Do 7 Ku 2.
5 AJRWS. A/RWS: 179,118,177 10.00 156 082 O18 0.071 0.055, 0.055 ry by 0.50 88 1050.05, ry a 10.66 152 0.183 155 997 n 8 39.197 100 3001UI} 1.07 0.62 Qg 0.023 Oo 0.078 Do 300 0.058 6.14 0358 6h 0358 0.43 OB 0.181 174 15.202 15.202 15.560 15560 | 16.678 4/RWS:
100 to S/RWS 10.00 ast | os2 | oss | oom | 0070 | oo | 49 rss | 244 | 0229 Pipe flow=|Sum upstrlatten floms) (193) Flow 3/RW5 made eqy grate flow 14.904 | 14.685
FLOW|WIDTH/DEPTH 0.107 idm CHRT 32: Vo2/2gDo 0.19 H/Do 0.00
Kg side flow 6.14 end flow 4.97
K vals above for stepped pipes as grate flow
5 S/RWS S/RWS TIS.AT8.AT7.116 10.00 56 | 082 | 078 | oor | o0ss | ooss | 25 B 050 88 1050.05 B . nas | ws | ozs | 200 997 100 wo | 7387 | 3.00 3m5i3]] ost | az Qg 0.02% Qe 0.100 De 375, oo | 637 | 0296 ot | oz | 033 | oo rest | 12.167 | 1061 ost | 5285 | S/aWs.
100 fo S15/P 1000 at] os2 | oss | oom | 0973 | 0073 | 51 nz | zs | 0302 Pipe flow=|Sum upstr|atten floms) (275) Flow 4/RWS made equ grate flow russ | 12743
FLOW WOTH/DEPTH Os1VH w CHAT 32: Veo 25De AT H/D0 0.2
Ka side flo 697 end few 537
Aras above for stepped pipes as grate flow
5 Gi5/P GIS/P 119,118177.116, 600 jo | oa | ose | 0067 | 0056 | 0056 | 30 30 | 600 | 27 1 30 0 oF go | us | o2sr | zu | 2634 | tor | m3 | sooo ] 100 | 37a] in | oos (Qg 0.023 Oo 0.123 Do 315 0063 | 090 | 0056 090 | ons | 04s | 0030 12435 | 12687 | 12.43 nus | pan | aie
100 to GI6/P 6.00 303 088 100 0,067 0.067 0.067 3 140 Be 0.369 [Pipe flow=|Sum upstrlatten flows) (159) CHART 33 Angle 11 12375 12.657
FLow|WDTH/DEPTH O3TeWam 10925
Du/Do 108 6 019K 78
S1Do 182 cor 0: Ky 0.90 Kw 0.90
5 Gi6/P GI6/P 179,178;171,176 615 13.00 140 0.83 019 0.470 0371 037 Wh th 6.00 267 1 103, WW GF B.00 140 0.668 52h 2634, 305 ny 0.979 | 14.00 315(3}) 199 0.09 Qg 0.103 Qo 0.219 Do 375 0.202 wn 0345 An 0345 157 om 0.149 53h 12312 12312 12657 12657 | 13377 GI6/P
100 toe 1616 13.00 m5 | 083 | 100 | 0470 | 0470 | 0470 | 294 oo | 225 | 0839 Pipe flow=|Sum upstrlatten flems) (534) CHART 33 Angle 10 v.75 | 10.549
FLOW|WIDTH/DERTH 2.056Wd m ‘$/0025
JOWASTREAM 108m, Du/De 100 ng/Q6 0.47 146
1D» 192 cor 025 ku Kw 11
5 wp vp 119,178,177 176,61: ‘16 BO9 140 0.668 522 997 3B a9 8.644 050 315(3]) 1.99 0.07 Qo 0.219 Do 375 0.202 180 0364 185 0374 AST 0.135 9518 9.935, 10.299 10.309 ATH vp
100 to 0UT/P 1616 Boy | 226 | 0839 Pipe flow=|Sum upstr|atten floms) (na) Flow G16/P made equ grate flow CHART 54 411257 Do|375 theta r/Do 33} 947s | 9800
CHRT 32: Vo2/290o 054 H/Do 1 1375 De 140K 180
Kg side flow 2.93 end flow 2.67 Kw 0.05 fu 199 WSE 037
K vals above for stepped pipes as grate flow Au tab Kf 185
grate tlow decreased by 0.219 from GI6/P. K vals stfp pipes a9 pipe flow Ku 180 Kw [85
5 N/a w/o 16 a0 | uo | ooo | 66 997 a os | ass7 | oso | zs] 144 | 009 0g 0.066 fo 0.066 Do 225 ‘oie | 357 | 0377 357 | 0377 | 106 | 0087 315 | 8302 | 8679 sem | 9000 w/o
100 toa 00 | 225 | a6 (Pipe|flow set by user) (0.9) HRT 32: Vo2/2qDo 0.44 H/De 0.53 84 | 825
Ag side flow 357 end flow 317
5 va vo 16 B09 0 0,000 6 997 a 6 4500 050 DSI] 144 0.05, Qo 0.066 Do 225 0.106, 012 0.076 103, 0.09 106 0.008 ah 839 825 8248 | 9.000 va
100 ‘to OUT/O. B09 mh 0.106 [Pipe flow-|Sum upstr|atten flows) (0.99) CHART 50 Du/Dot.00 alpha 30 8.091 8.091
K'w 0.23 Wu 1.66 WSE 0.11
KUNTD Kw 103
5 INR IN/R 16 0.00 202 0.000, 0 997 0 0 14.390 0.40 375(3}) 0.00 024 0.000 0.20 0.000 0.20 0.000 0.00 0.000 6.683 6.625, 6.625, 6.625, 1300 INR
100 +0 0UT/R ooo | 321 | 0900 Pipe|flow= Gratp flow) (100), 6625 | 6625
5 RW RWS 151 B00 wo | oz | ae | 0067 | o0s2 | o052 | 20 a 050 88 1050.05 w . 00 | uo | 0052 at 997 a ao | 22500 | 100 stu] uu | 038 Qg 0.020 Do 0.020 Do 225 oo | 100 | o061 100 | ast ] 01 | ooze | cov | 123 ] tones | 16327 | 16388 1308 | 1857 | VRWE
100 to 2/RWe 300 ms | os2 | a98 | 0067 | 0.066 | 0.066 | 41 00 | 225 | 0066 WPipe|tlow= Gratp flow) (140) HRT 32: Vo2/2qDe 0.04 H/Do 0.00 Upstream HGL 16.38¢ below ouflet wert | 16.109
FLOW|WOTH/DEPTH 048844 m Kg si flow 3.61 en flow 6.92 pie by Js.
Part fll ownstrean pipe Set Kp 1
5 URW URWA 151150 10.00 156 | 082 | ore | 0063 | 0049 | onus | 21 a 050 88 1080.05 a o 33s | Be | ot 9 997 wt 38 | 20000] 100 msl] 08s | 033 ig 0.019 Oo 0.038 Do 225 0036 | 100 | aos, 100 | oo, | 036 | oove | ou | tgs | trout | t4.951 | 15035, 15.035 | 16.158 | 2RWA
100 to 3/RW4 10.00 at} ose | a8 | 0.063 | o0s2 | 0062 | 43 pis | mr | ane Pipe flow-|Sum upstrlatten flows) (1401 Flow /RW4 made eqv grate flow Part fulldownstreap pipe walt | 14.750
FLow|WOTH/DEFTH 0083W em HRT 32: Vo2/ Do 15 W/o 040 Upstrea HL 15.034 below out
Kg sie ow 698 ed ow 549 pipe by Js.64
K als above for stepped ies arate flow Set Kp 1
5 3/RWA SRW 151,150,149 10.00 156 082 O78 0.064 0.050 0.050 a a 0.50 88 1080.05, aD 0 B11 BI 0.151 1m 997 59 37 20.000 100 DSU} 125 027 Qg 0.019 Qo 0.057 Do 225 0.080 4ST 0372 467 0372 080 0.161 0.177 158 13.241 B.241 BB BEB 15.356 S/RWG
100 to W/RWS 10.00 ast | os2 | oss | 0064 | 0.063 | 063 | 44 gn | 20 | ast Pipe flow=|Sum upstrlatten floms) (1401 Flow 2/RW6 made equ grate flow 041 | 12.994
FLOW|WIDTH/DEPTH 0.098Wd m CHRT 32: Vo2/2qDo 0.33 H/Do 0.00
Kg side flow 4.67 end flow 398
Kas above for stepped pips as grate low
5 wR Wh RWS 154150,149,108 10.00 we | osz | a7s | oasn | 0050 | ooso | 22 a 050 88 1050.05 2 . pss | Bs | oz | 154 997 18 1 | ams | 1s stu] 166 | 029 {0g 0.019 Qo 0.076 Do 225 omo | 337 | 047 337 | oa | 2 | oan amt | 11ssi | 12028 07s | 13558 | 4/RWe
100 to 5/RW4 1000 at | os2 | oss | 0064 | 0063 | 0063 | 44 noe | 28 | 0254 Pipe flow=|Sum upstr|atten floms) 150) Flow 3/RWs made equ grate flow sigt | uta
FLOW|WOTH/DEPTH 0288} m CHRT 32: Vo 2g0o 58 H/Do 032
Ag side flow 337 end ow 304
Kral ebove for stepped pipes as grate flow
5 S/RWA S/RWA 151,150;169;148,16 7} B00 10 082 O78 0,066 0.051 0.051 0 a 050 88 1080.05, ry 0 W27 BA 0.252 191 997 7 9h 4,683 1.00, 375(3]] 0.85 0.08 Qg 0.019 Qo 0.094 Do 375. 0.087 294 0.108 29h 0.108 0.29 0.014 1822 8704 8.832. 8.832 11659 S/R WG
100 ‘to OUT/RWG B00 wm 082 O98 0,066 0.065, 0,065 40 WaT 6 0319 [Pipe flow=|Sum upstrlatten flows) (159) Flow 4/RW4 made egy grate flow 15, 870
FLOW WDTH/DEFTH 0088 m CART 32 Ve2/2900 18 H/De 260
Ka sid lov 2.9% ed flow 260,
Kas above for stepped pips as grate flow
FILE: NI3078-138.dwg DATE: 21-03-2014 TIME: 15:04
Xref's: X-N13078-TIT USR: leigh fry
ast [eaics [peawa] —OaTE SORE METRES as SUENT DRAWING THLE
DESIGN CHECK SURVEYOR: RPS Bs
Se AMENDMENT DETAILS
alx 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES ‘CONSULT AUSTRALIA STORMWATER DRAINAGE
i Ph (07) 5436 7888 Fax (07) 5493 6630
Ho AS SHOWN HORST i CALCULATION TABLE
PROJECT No, APPROVED
Ble DRAWN CHECK SHAUN PLUHER REO 1593 LAKE DOONELLA NOOSA Bown Consulting (LD) Py Let a SHEET 3 OF 4
a0) N13078 1 MATHEW HLL REG 11578 Smart Consultin Lol 3,16 leven Pare, brings QLD Aurrala 4875. ontery | ORAWING NUMBER TSBUE
NIE BRENT THOMAS RPEQ 7862 STAGE C1 - C6 ig Tolphone 07 5470 9260 Focamile 07 54709262 1500001 N13078-138
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD ‘Rede Corbern Maibowts dieiuy Payepon Bentirecomt = Lic 4084 -

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 4

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

DRAWN CHECK

 

 

PROJECT No.

 

APPROVED SHAUN PILCHER REQ 14583
MATHEW HILL RPEQ 11578

 

LAKE DOONELLA NOOSA

 

Brown ) Pty Led
Lol 3,16 leven Parte, Bring QLD Aura 473

 

SHEET 4 OF 4

LOCATION TIME SUB-CATCHMENT RUNOFF INLET DESIGN DRAIN DESIGN HEADLOSSES PART] FULL DESIGN LEVELS
tc | | [co | CT A [GA [oA] 0 Qg_[ ab tc | | [+A | of [ Om] Os [Op | LS vit ag | Ku [hu [Kt [| M | Kw | hw | Sf | hf Vp
e Ss = = =
Fed = = z z|2 |e Blas 8
| «| |Z.) 2 z|2| <\z = 5 : 3 Zils |§ x S/E= gue ely [§ |y_|8 3 5 zlz |e Z| s
2 S Bg Eley| e leels SlE |) =IE |oalw a zZ2/|2 2) glib) a2] a2]lté = s S\eF|= es 2 B42 l/2 |Ssl= =| 2 le |gZ2 2s 2 =a| 2
z/| # 5 Se S|5s| = |Selen/ 5) 2) & |Sel/22/2 |/22) we |e] 2 2| S}Z/ =) E/e,|2/./ 2) s |xelSs/e_ ie # ze > lee|Su.\/ee/".| 2 2/2 |2o Ge = Sa| #
=| é B ES (/4/8 |22| 2/22/28) 2)2) 2 (ES 28\E5/25| = | 2) ealye lez) 2) 2/2/25) 2/6) S| g 8sisslEsle2 2B = §s = 2S o8/se/e8) S| % |S (88 zE/e/8 | s]e go} 3
S| 8 Zz Se |s/# (28) € /Z5/ES| 5) =| e Pelz2le2iss| 5 | =| 2/28/88) 2] 2) 8 (82/8 )5/8)5 [s2lse/Ss\8e Be 8B 8 |PE/es/=e/ea/.8| 2 |Ex|/Eal=)s| & |Z.) 2) =|. |2e) 8
2| = = $6 | 2/8 |s#| 2 /sé/$2|/ 8) 3) 3 (SZ/Selsei2s| 2 |) S| | Sf |e#) 2/5] 2/22) 2/2) 8) # |HESEHE2= =e a g |2Beslesl/zs2e| = |/ZSES|/ 8) ea) 5 ES) 28 | =z] 2 SS] =
a an a ag a am |Ae exe |FSol/oso/ a ao wm |vno|rsS|ex|ze = zz a aun [or ia e =z lzo|l =z a ce a jaa|ref|FZ2\ue wn o Co > |SEISTSC/SLt/FC/] SC l/awlart| a > So ax — a = nz on
yrs %_| min {mm/h ha_| ha | ha [V/s | Vs % [Vs Vs_ | Vs min |mm/h | _ha_|V/s |Vs_ |Vs_ |Us m % | mm _| m/s _| min n m m m % nm m_| m/s m m n m m m
wo | waWe RWS m0 ‘0.00 ai | ose | ass | oasr | anss | aoss | oe | 46 | 050 | a8 | oso0s | 46 0 oan | ast | ones | a6 | oo | 3 B | 200 | oso | zesiail ose | 033 1g 0046 Oo 0.023 Do 225, ao | 575 | 007 575 | aos | oz | aos rasa [tee | 17753 17.753 | 17847 | vaW6
100 to 2/RW6 10.00 251 | 082 | 098 | 0.067 | 0.066 | 0.066 | 46 100 | 251 | 0.066 (Pipe|tlow set bj user} (ost) HRT 32: Vo2/2gDo 0.07 H/Do 0.88 17359 | 168
FLOW|WIDTH/DERTH 0.5604d m Kg side flow 5.75 end flow 4.40
wo | 2/RW6 TIRW6 021 10.00 zi] ose | oss | 0064 | 0063 | 0063 | a4 we | oso | 8 yoso0s | 4 0 033 | ms | ons | oo | 997 | 46 we | 20000 | 1 | zest] 107 | 031 ‘Ag 0.043 Qo 0.064 Do 225 0058 | 266 | 0.66 264 | oie | ose | ons nase | mass | 1168 nes | T1756 | 2RW6
100, to 3/RW6 10.00 ra 082 098 0.064 0.063, 0.063 bk 10.00 Bt 0.129 [Pipe|flow set by user} (120) CHART 33 Angle 0 119 17.284,
FLow|WDTH/DERTH 0t04én S109 25
Du/Do 100 Qg/Ao 0.99 K 2.40
‘$/Do 2.20 cor 0.24 Ku 2.64 Kw 2.64
100, 3/RW6 SRW 120,121,122 10.00 Bt 082 098 0,064 0.063, 0.063, bk hk 050 88 1080.05, Ay 0 10.64 25, 0.192 BA 997 69 65 20.001 2.00 30012} 0.92 033 Og 0.043 Oo 0.065 Do 300 0.043 265 0.1 265, ONG 045, 0.091 0.145 1 1170 11170 17.284, 172.284 | 17.607. 3/RWE
100, to W/RW6 10.00 a 082 098 0.064 0.063, 0.063, hk 10.00 Bt 0.192 [Pipe|flow set by user} 11.93) CHART 33 Angle 0 16.770 16.905,
FLOW|WIDTH/DERTH 0.480Wd m ‘S/D0 25
Du/Do 0.75 Og/Qo 0.66 K 181
S/Do 138 cor 084 Ku 265 kw 265
100, GIRWS AIRWE 120;121;122,123 10.00 at 082 098 0.064 0.063, 0.063 ok ok 050 88 1080.05, Ab 0 10.97 22 0.255 18 991 9 co 25804 | 1038 30012)} 1.22 035 Og 0.042 Qo 0.086 Do 300 0.076 204 0.155 2.04 0.155 079 0.204 0.108 3.16 16.750 16.750 16.905, 16.905 | 17.228 AIRWS
100, to S/RW6 10.00 251 082 0.98 0.064 0.063, 0.063. by 10.00 ra) 0255 [Pipe|flow set by userh (4.40) CHART 33 Angle 1 14.071 14.208
FLOW DTH/DERTH 0480Wd m S/D025
Du/De 10 Og/to 0.48 K 150
Do 152 cor Sh Ku 204 Kw 2.04
100, S/RW6 S/RWE 120;121,122;123,124 10.00 251 082 0.98 0.070 0.069 0.069 AS 48 050 8 1080.05, ug 0 1132 BS 0324 6 997 m7 ‘109 5.633, 3.00 375(2}] 0.99 0.09 ‘0g 0.046 Do 0.109 Do 375 0.050 1.64 0.082 164 0.082 039 0.022 0.155 252 14.126 14.126 14.208 14,208 i SIRWE
00 to G2K/2 10.00 21) osz | oss | 0070 | 06s | 0.069 | 48 wooo | 251 | 0324 (Pipeltlow set bp user} (275) CHART 33 Angle 0 957 | 1828
FLOW DTH/DERTH 0Su0Wd a S/D025
Du/De 080 Dg/O» 042K 102
S/Do 122 cor 062 Ku 164 Kw 16h
100 Gauiz G24/Z 120,421122,103,124 6.00 303 | ost | 100 | o0us | oons | vos | 39 ST 5.00 | 685 1 55 2 nar | ze | 03m | 257 | 3036 | 105 152 | move | 700 sila] 138 | 0B g 0.043 Do 0.152 Do 375 oT | 176 | om as | om | 075 | 0083 | oms | 376 ] wes? | Bes7 | raze 878 | 14.690 | G2u/Z
100 to2/W 6.00 303 | oss | 100 | 0006 | 0006 | 004s | 39 woo | 250 | 0370 Pipe flow=|Sum upstrlatten flows} (420) Flow 5/RW6 made eqy grate flow CHART 31 Angle &7 fase 3 12886 | 13.200
FLOM WIDTH/DEPTH LTS a HRT 32: Vod/2o 0.26 W/D 0.00 51025
gsi fon 524 end low 38 DBu/De tp og/00 ope K 13
vas above for stepped pes as grate flaw 1D» ts cor 0.33 Hu 176 Kw fs
grate lw decreased by 0109 fom 5/RW6 vals sho pipes a pie flow fu 176 Kw f.6
100, Gav G2 Gat 6.00 303 088 100 0.104 0.104 0.104 88 88 4.00 WI6 1 mW 8 G2W/Z 6.00 33 0.104, 88 2986, 8 n 16.198 550 375121] 0.63 027 Og 0.070 Qo 0.070 Do 375. 0,020 oat 0.184 om 0.184 0.16 0.026 0.105 an 15,963 15.963 16.147 16.147 16.907 G2W
100 tow 6.00 303 | ase | too | ore | 14 | or | 88 600 | 303 | 0.104 (Pipe flow= Gratp flow) B12 HRT 32: Vo2/2qDo 0.05 H/Do 0.00 15072 | 15.085
FLOW|WDTH/DEPTH 1S6OKH mn Kg side flo St end few 6.10
JOWNSTREAM 0.607m
100, vw vw Gat 6 627 9 0.104, 8 2894, 6 n 43311 5.00 375121] 0.63 O72 ‘Qo 0.070 Do 375. 0,020 162 0,033, 191 0.038 0.16 0,069 0.107 268 15.052 15.052 15.085, 15.090 | 16.349 vw
00 to2/W 6.27 as 0.104 PPipe flow=|Sum upstr|atten flows) (355) CHART 50 Du/Do1.00 alpha 70 12.886 | B.240
Ww 028 Vu 083 WSE OOK
Ku 1.62 Kw 191
100, Gay Ga2/y G22 6.00 303 088 100 0.087 0.087 0.087 B B 5.00 685, 1 66 7 GB3/Y 6.00 33 0.087 B 3036 7 66 9401 552 37512] 0.60 0.16 ‘Og 0.066 Oo 0.066 Do 375. 0.018 936 om 936 Ot Om 0.03 0.102 2B B83h 13.834 14,005, 4,005 | 14,769 G22/Y
100 to G23/ 6.00 303 | 088 100 0.087 | 0.087 | 0.087 B 6.00 33, 0.087 Pipe flow= Grate flow) 3.3) CHRT 32: Vo2/2gDo 0.05 H/Do 0.00 B35 | 3.283
FLOW|WIDTH/DEPTH 1341¥H m Kg side flow 936 end flaw 618
DOWNSTREAM 0.182m
100 BY cay 672.623 600 303 | ase | t00 | oon | oow | oow |e 5 | soo | 68s 1 5 0 616 | 300 | 0097 | a1 | 306 | 1 ao | samt | an | aiil on | om ‘Ay 0.015 Do 0.080 Do 375, oz | 100 | 0031 100 | oom | oz | oo | os | 3% | pass | ase | 1283 3283 | 14.250 | G23/Y
100 to2/W 6.00 303] oss | 100 | 000 | oo | oo | 8 616 | 300 | 0.097 Pipe flow:|Sun upstrfatten flows) (423) ‘Angle 73 Chart 43 $/Do 25 chartdeg ‘5/00 2.00 135 KO 2.10 K 15 nate | 13.240
FLow|WTH/DERTH 047Sd m Due 180 KO 135 KOS 193 7D» 15 0153 Kg 217K 18
‘Qu/o 0.81 Cg 0.45 K 161 Interp val for $/Dof.16 Ku 1.1]
S/Do 2.0 KO L41KO5 2.25 K 119 Part fulldownstream pipe
S/Do 15 KO 158 KOS 253K 200 Upstread HCL 132th below culet
infer val for S/Do 116 Kw 2.5, pipe obv 3255,
CHART 2 Set Kp iq 1
100, uw aM 120,121,122;123,1244 6 1154 BI OST 395, 3036 125 210 66.682 5.00 375(2}] 2.45 0.45, Qo 0.270 Do 375, 0306 122 0374 122 0374 238 1589 0.229 3.83 12.866 12.866 B.240 B20 | 14.331 aw
00 403/W 624,624 622,623 w22 | m9 | ost Pipe flow=|Sum upstrlatten flows} B55) Routine 31 Equ G2A/P & VW ad G23/Y 932 | 0B
Join Pipes Vell 13 vel2 05%
Gaus and fqDia 5th Angle 8 Flow 027
Vell 1372 Vel o5t2 CHART Sh Du/Dot54 dpb 0
EqDia 41 Angle 60 Flaw 0207 5.005 fu 101 WS4 031
Routine 218 Ku09 He 100
Combined pipes inline case Interpolated Kus 1.22 Kw= 122
Join Pipes:
100, 3/W 3/W 120;121122;123;1244 6 1139 3B OST 387 2097 7 20 3.116 100 375I2}} 2.45, 0.03 ‘Qo 0.270 Do 375. 0306 AMT 0449 174 0.531 238 0.089 9512 9.564 10.013 0.095 | 10.562 3W
100 to OUT/W 624,621,022,623 wer | 24h | 0571 Pipe flow=|Sum upstrlatten flows) (159) ‘CHART 50 Du/Do1.00 alpha 59 9 | 9.415
K'w 0.27 Vu 2.45 WSE 0.53,
Ku 147 Kw 1.74
FILE: NI3078-139.dwg DATE: 21-03-2014 TIME: 15:04
Xref's: X-N13078-TIT USR: leigh fry
ast [eaics [peawa] —OaTE Toren Gneom SORE METRES as SUENT DRAWING THLE
Se AMENOMENT DETAILS SURVEYOR: RPS
1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES STORMWATER DRAINAGE
Ph (07) 5436 7888 Fax (07) 5493 6630
AS SHOWN OKGT CALCULATION TABLE
‘Company

 

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‘Wephons 07 54709260 Facsimile 0754709262 ISO pant
‘Rede Corbern Maibowts dieiuy Payepon Bentirecomt = Lic 4084

 

N13078-139

 

 

 

Page 5

 

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FILE: N13078#140.dwo DATE: 14-01-2014 TIME: 11:55
iXref's: X-N13078-TIT USR: Josh
Tear Tens onl On Son SOOT Ta or SAWN TE
AMEvOMENT OETANS ceoen Cmox SURVEYOR: RPS a
~ A | an 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q CONULT AUSTRALIA STORMWATER DRAINAGE
i AS SHOWN Ph (07) 5436 7888 Fax (07) 5493 6630 <= wi STRUCTURE DETAILS
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sir FOR & ON BEHALF OF BROWN CONSULTING {QLD} PTY LTD STAGE Ci - C6 ice Geto bien tty Bien teoeteat ‘Te Anh N13078£140

 

 

 

 

 

 

Page 6

 

      
 
   
   
  

REFER DRG N13078-201 FOR CONTINUATION

WN ta ie age

 

STAGE BOUNDARY

EXISTING SURFACE CONTOURS

DESIGN SURFACE CONTOURS

PROPOSED SEWERAGE RETICULATION

EXISTING SEWERAGE RETICULATION

PROPOSED WATER RETICULATION

PROPOSED STORMWATER DRAINAGE

PROPOSED ROOFWATER DRAINAGE

=) mmi mm imi ~=PROPOSED CONCRETE SLEEPER RETAINING WALL
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FILE: NIBO78-200.dwq_ DATE: 16-4-20%4 TIME: 1006
xref's: X-NBBOI8-TIT X-NBO78-BASE X-NEBOT8-SEWER RETICULATION X-N13078-CONTOURS USR: nathan taylor

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

war [oust on oe Moan Ook SORE TIETEST WERT To a ST DRANG THE
we [rT [ane AMENOMENT DETAILS LINNOVATION PARKWAY, BIRINYA QM PROPERTIES B ROW \ ol, A & SEWERAGE RETICULATION

h 6 N
i A 1500 10 50 10 20 At pnowect ts ———$—<$<—_$—$—_—__— PRORECT WD Shee 4 Oe
s awn cnecx ————_ . SHAUN PLOKER RPEO. 15 Brown Consting (LD) Pty Lid =
Hin ‘000 a N13078 Jee MATHEW HILL REQ 1578 LAKE DOONELLA NOOSA S } Lol 3 6 lve Pee, rig QD Aaa 878

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oF fo on SMG oF BOW CLING DYED STAGE C1 - C6 S Santee N13078-200

 

 

 

 

 

 

Page 7

 

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FILE: NIBOT8-201.dwg DATE: 29-01-2014 TIME: 1.26

 

NOTE:
REFER TO N13078-202 FOR SEWERAGE
RETICULATION NOTES AND DETAILS.

 

 

 

NOTE:
REFER TO N13078-200 FOR
SEWERAGE RETICULATION LEGEND.

 

 

 

 

 

  
 

REFER DRG _N13078-202 FOR CONTINUATION

        
  

 

 

 
 

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iXref's: X-N13078-TIT X-N13078-BASE X-N13078-SEWER RETICULATION X-N13078-CONTOURS USR: Joshua Beddow
aaron [nen] ON SORE TTT ROR he TNT ARETE
AMENOMENT DETAILS pesiaN cnEoK SURVEYOR: RPS er
we TF To [aa 1 INNOVATION PARKWAY, BIRTINYA «sso QM PROPERTIES B ROWN CONG AUSTALA SEWERAGE RETICULATION
M ax
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‘ Drawn CHECK . SHAUN PLHER RPEQ. 1593 Brown Consuth (LD) ty Le att
MID ‘900 ad MATHEW HILL RPEQ 1578 LAKE DOONELLA NOOSA , Lae 1 lean Parte, Btge CLD Aa 275
ie N13078 (poo BRENT HOMAS RPE Tat STAGE C1 - C6 Smart Consulting i} rorina teva tea tania Grey | StWRE woes 19078-201 iaave
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD Rinbene Cerboun Mibourme dyciiny Cagupone GemetineGoes: Lic 4084

 

 

Page 8

 

 

 

NOTE:
REFER TO N13078-200 FOR
SEWERAGE RETICULATION LEGEND.

 

 

 

x

FILE: NIBO78-202.dwq_ DATE: 16-04-20% TIME: 10.08

 

STAGE ¢
von GEFER DRG NIS0T8-201 FOR CONTINUATION

"MICROFILM No.

PXref's: X-NBBOI8-TIT X-NB078-BASE X-NEBOT8-SEWER RETICULATION X-N13078-CONTOURS USR: nathan 1

  
  
   

 

 

 

 

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70

{| EXISTING 150 uPVC SEWERMAIN )
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EXISTING
STAGE B

117

EXISTING 1508 uPVC
SE WERMAIN

 

 

 

(A) | CONSTRUCT 160% STUB (CAPPED) PRIOR TO START OF

SEWER LIVEWORKS TABLE
SEW MH/MS | COVER | LOT
No. DESCRIPTION pia {MH No.| "Type | Type | No. E.S.L.] LL. | DEPTH
UNITYWATER TO BREAK INTO EXISTING MH EX.1/1 AND
160 fEXA/1] F - 8.652 | 6.900 | 1.752

CONSTRUCTION.

 

0.50m FROM STUB END CAP, CONTRACTOR TO LAY ALL
RETICULATION SEWERS. AFTER CLEANSING, TESTING AND

 

 

2(A)_ | CONSTRUCT 160% STUB (CAPPED) PRIOR TO START OF

1(B)
INSPECTION, NOTIFY UNITYWATER.
UNITYWATER TO REMOVE TEMPORARY END CAP IN MH EX.1/1 AND
1(C)_ |MAKE LIVE CONNECTION AFTER SUCCESSFUL ‘ON MAINTENANCE’
INSPECTION.
UNITYWATER TO BREAK INTO EXISTING MH EX.1/2 AND
160 EX.1/2 F - 10.76 8.75 2.010

CONSTRUCTION.

 

0.50m FROM STUB END CAP, CONTRACTOR TO LAY LINES 14 AND
15. AFTER CLEANSING, TESTING AND INSPECTION, NOTIFY

 

 

2(B)
UNITYWATER.
UNITYWATER TO REMOVE TEMPORARY END CAP IN MH EX.1/2
2(C) |AND MAKE LIVE CONNECTION AFTER SUCCESSFUL ‘ON
MAINTENANCE’ INSPECTION.

 

 

 

 

 

 

 

 

 

 

 

 

 

SEWER RETICULATION NOTES

ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH FOLLOWING CURRENT SPECIFICATIONS AND STANDARDS (IN

ORDER OF PRIORITY):
- SOUTH EAST QUEENSLAND SEWERAGE CODE (SEQ-SP’s)

- SEWERAGE CODE OF AUSTRALIA WSA02-2002 V2.3.
UNLESS SPECIFIED OTHERWISE, ALL WORK AND MATERIALS SHALL COMPLY WITH THE RELEVANT AUSTRALIAN STANDARDS.

2. *
THE CONSTRUCTION OF THE SEWERAGE WORK SHOWN ON THIS DRAWING MUST HAVE CONTRACT ADMINISTRATION

3.
UNDERTAKEN BY AN ENGINEER WHO HAS RPEQ REGISTRATION. WORK NOT COMPLYING WITH THIS REQUIREMENT WILL NOT

BE PERMITTED TO CONNECT TO THE RETICULATION SYSTEM.
ALL WORK ASSOCIATED WITH LIVE SEWERS OR MAINTENANCE HOLES SHALL BE CARRIED OUT BY THE SEQ SERVICE

PROVIDER AT THE DEVELOPERS COST.

ALL PIPES AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS OF THE ‘ACCEPTED PRODUCTS AND MATERIALS’ LIST.

6. EACH ALLOTMENT SHALL BE SERVED BY A DN110 PE (OR DN100 uPVC) PROPERTY CONNECTION. FOR ALLOTMENTS OTHER
THAN SINGLE RESIDENTIAL, A DN160 PE (OR DN150 uPVC) PROPERTY CONNECTION SHALL BE PROVIDED.

PROPERTY CONNECTIONS SHALL BE LOCATED WITHIN THE PROPERTY AS SHOWN IN THE DRAWINGS.

PROPERTY CONNECTION BRANCHES SHALL EXTEND INTO THE PROPERTY A MINIMUM OF 500mm (UNITYWATER) AND A

MAXIMUM OF 750mm.
9. WHERE PIPES ARE LAID IN FILL, THE FILLING SHALL BE CARRIED OUT IN LAYERS NOT EXCEEDING 300mm (LOOSE) IN DEPTH
AND SHALL BE COMPACTED UNTIL THE COMPACTION IS NOT LESS THAN 95% OF THE MATERIAL'S MAXIMUM COMPACTION
WHEN TESTED IN ACCORDANCE WITH A.S. 1289 (MODIFIED COMPACTION). TESTING SHALL BE CARRIED OUT AFTER EACH
ALTERNATE LAYER. IN ALL SUCH CASES, APPROVAL OF CONSTRUCTED SEWERS WILL NOT BE ISSUED BY SEQ SERVICE
PROVIDER UNLESS CERTIFICATES ARE PRODUCED CERTIFYING THAT THE REQUIRED COMPACTION HAS BEEN ACHIEVED.
WHERE SEWERS HAVE A GRADE OF 1 IN 20 OR STEEPER, BULKHEADS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

SEQ-SP’'s.
THE CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING SERVICES WITH RELEVANT AUTHORITIES BEFORE

COMMENCING WORKS.
SEWER SHALL BE DISUSED/ABANDONED IN ACCORDANCE WITH PROCEDURES SET OUT IN THE SEQ-SP’s.

12.

13. BENCH MARK AND LEVEL TO AHD.
14. EXISTING ALLOTMENTS REQUIRING A PROPERTY CONNECTION FROM EXISTING SEWERS SHALL BE PROVIDED BY THE SEQ

SERVICE PROVIDER AT THE DEVELOPERS COST.

 

NOTE:
NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN ON THE JOB DRAWINGS,

NO RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT OR THE PRINCIPLE FOR THIS INFORMATION
WHICH HAS BEEN SUPPLIED BY OTHERS. THE DETAILS ARE PROVIDED FOR INFORMATION ONLY.
THE CONTRACTOR SHALL ASCERTAIN THE POSITION OF ANY UNDERGROUND SERVICES IN THIS AREA
AND SHALL BE RESPONSIBLE FOR MAKING GOOD ANY DAMAGE THERETO.

 

 

 

~~

‘DRAWING TITLE

SEWER RETICULATION
LAYOUT PLAN

 

 

vesue TTF TL | eon

FIRST [CALCS [DRAWN] _OATE
AMENDMENT DETAILS.

 

=>

A

 

 

 

 

 

OszmEozm!
[=| elo

 

 

 

 

 

 

 

 

 

PROJECT No.

N13078

 

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

"APPROVED.

[a

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

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

~ QM PROPERTIES B R OW N ~~

 

 

FRORCT
Brown Consuthg (QLD) ty Ltd

Race Cabeen Meme Syity

STAGE C1 - C6

 

SHEET 3 OF 3

 

Level 3, 16 Imovetion Parkway Biri GLD Australia 4575

LAKE DOONELLA NOOSA Smart Consulting cheaaair ent

 

‘DRAWING NUMBER

N13078-202

 

 

 

Page 9

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

   

 

 

 

  
  

 

 

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teen Gates Mow etn Barn dent ‘eh

Level 3, 16 Imovetion Parkway Biri GLD Australia 4575
Telephone 07 54709260 Facer 07 54709262 1g01

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Brown Consulting (QLD) Pty Ltd

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22.788 = 25.877 5.116 21.939 26.743 25.000 20.270 = 45,930 16.940
R20 R10 Rit R50, R10.
512m 246m |.278m 216m, 278M,

11,936

Ph (07) 5436 7888 Fax (07) 5493 6630

_ Le

1 INNOVATION PARKWAY, BIRTINYA

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

SURVEYOR: RPS

 

 

 

"MICROFILM No.
PROJECT No.

N13078

 

 

"SCALE (METRES 7

 

15.398 14.226 12.012 32.602 40.216 12.406 6.256
R15, R7. R20 R77,
822m, 128m, 646m 622m,

10 20 AI

0

5

1500 10
11000

 

 

 

13.126m.

 

DESIGN CHECK
DRAWN CHECK|

 

24.819

 

 

 

 

 

 

 

 

 

 

 

16.622

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

AMENDMENT DETAILS.

 

THOTT

 

 

 

LINE

F

 

 

 

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PXref's: X-NBBOI8-TIT X-NB078-BASE X-NEBO78-SEWER RETICULATION USR: leigh fry

FILE: NIBO78-203.dwq_DATE: 12-02-2014 TIME: 1246

 

 

 

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TSSUE

 

SHEET 2 OF 4

SEWER RETICULATION
N13078-204

LONGITUDINAL SECTIONS

‘DRAWING TITLE
‘DRAWING NUMBER

 

 

teen Gates Mow etn Barn dent ‘eh

Level 3, 16 Imovetion Parkway Biri GLD Australia 4575
Telephone 07 54709260 Facer 07 54709262 1g01

Brown Consulting (QLD) Pty Ltd

32.273

Smart Consulting

BROWN

36.734

 

5.153

 

10.442

QM PROPERTIES

LAKE DOONELLA NOOSA
STAGE C1 - C6

PROJECT

‘CLIENT

 

 

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

50.291

 

Ph (07) 5436 7888 Fax (07) 5493 6630

_ Le

1 INNOVATION PARKWAY, BIRTINYA

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

SURVEYOR: RPS

 

BAO
N13078

 

10 20 AI

"SCALE (METRES 7
0

5

1500 10
11000

 

DESIGN CHECK
DRAWN CHECK|

 

50.229

 

AMENDMENT DETAILS.

 

THOTT

 

F

 

F

 

LINE

 

 

 

 

 

 

 

FIRST [CALCS [DRAWN] _OATE

 

 

 

 

PXref's: X-NBBOI8-TIT X-NBO78-BASE X-NEBO78-SEWER RETICULATION USR: leigh fry

FILE: NIBOT8-204.dug_DATE: 12-02-2014 TIME: 16:40,

Page 11

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

   
 

 

    
 

   

 

 

 

 

 

 

 

 

 

 

 

     

 

 

 

      
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

HANHOLE/END NAME OM © OM wO& OOaHwW © AWM MAM MAW AWS %)
MANHOLE TYPE & DROP zg ¢ gig ¢ ge gig gig e/g gle ¢ gg ¢ gig ¢ zig ¢ ele fo gig Z
I I I I I I I I I
LID TYPE a a a a a a a a a 2 a
JUNCTION LINE & DROP - i> | = i> -
T wle Tale Ie lelelel le Isl = Ts l ele T mle = Isle] = =
DEPTH TO HC | 2/8 | bid fa [= [ZRF a \s a | a|h | S|2 | als a |E/E m a
HOUSE CONNECTION I ale | gly le} —Ialglella| lel gs | als | gle | ale g lag) a) g
INVERT LEVEL wy sya Ip lz/= IS = I= we 3 | 03 =< ope 2 Is |= wo 5
HC TYPE | slo | o |= |S]=|s] Js |=| 3 | ols | 2/c | slo 2 |S[5} so
HC LOT No | ale | 8B | ls] |e} |B || 3 | sls | 3 | sis 2 lz|2| 8 z
t+} tS] tele | tle te tale (Tale 3
CH. FROM D/S MH | a | EE ig) 2(8/8| /s|_— ig] 8 | a | &e | &e g igfg] g|
2/2 al s 2/4i8| |S S| 2 == 2/2 4a 2 Sis] 8 s
LEGEND 2 2 2) 2 ) 2 2 2 »?
STRUCTURE _TYPE Luo oo Ufo / oo “oO oo 4
900B CONCRETE LOCATED IN e
G | ROADS, FOOTPATHS OR LOTS. c c (( r ( c c c s c
DEPTH<3.00m | | I} I | | | | z |
12006 CONCRETE LOCATED IN | | | | | | | g |
F | ROADS, FOOTPATH OR LOTS. s§
3.00m<DEPTH<4.25m | _ | i | i bod < | = |
x | 1200 CONCRETE LOCATED IN | 3g | I} | | | 3 | 3 =|| 3 |
ROADS OR LOTS. DEPTH>4.25m | = | if | | & | & eh g |
600 PE MAINTENANCE SHAFT x i # #
MS | LOCATED IN FOOTPATHS OR LOTS | g | I) | L-T] | g | §g | |
1.30m<DEPTH<5.0m all 3 all | | =| a] zl 4 | |
Nee a 2 dl if | | qi 2 ae \é |
"VB" = VERTICAL BEND 2 Z| Z| 2 Z| 2 Z| a
‘HB’ = HORIZONTAL BEND | | S| | | f+ | | | 3g |
STRUCTURE COVER TYPE L | a Wy | | lis 18 |
B_| NON-TRAFFICABLE a | = | | 2s 5
D_| TRAFFICABLE | & 22 2 y"
D(BD) | TRAFFICABLE WITH BOLT DOWN : | s| | | | | EE Z| > |
MAINTENANCE HOLE DROP TYPE | II | | Bea |
A_[FALL THROUGH MH A x | | /X concrete BULKHEADS To | Bes | |
C [OBLIQUE 45° BACKDROP SEQ. STD. DRG. 1206-1 me
D_[EXTERNAL BACKDROP | in Eo | —
MAINTENANCE SHAFT DROP TYPE 2|F2| 1
|} —_— 4 SaULaDS | Ieee | |
| || AT 10:00 CRS: | Zee |
NOTES | ll | lbs | |
1. ALL PROPERTY CONNECTIONS TO BE 1100 | I | | | | |
UNLESS NOTED OTHERWISE | I | | yy | | | § BULKHEADS
2. REFER N13078-206 FOR SEWER PROPERTY AT 10.00 CRS
CONNECTION TABLE | I | | | | |
® CROSS ROAD HOUSE CONNECTIONS | I | | | | 4H |
\ Ve \ \ \ \
SN \ ~~ \ N SA SN \
1 1 DATUM al 0.0 | ) DATUM Rl 5.0 ‘ 1 }
T It IF
ROAD RESERVE ROAD RESERVE oan RESERVE ROAD RESERVE ROAD RESERVE ROAD RESERVE ALLOTMENT
STREET ETC . E : . f
| | | | | | | |
DIAMETER 160 PE100 CLASS SDR21 160 PE1O0 CLASS SDR2| 160 PE1O0 CLASS Sb#21 160 PEIOO CLASS SORZ| 160 PE100 CLASS SDR21 160 PE100 CLASS SDR21 160 PE1O0 £LASS SDR21
| | | | | | | | |
GRADE J: 100.00 _, 4: 100.00 J:10000__ 4: 19000 1:7500__4 4:7500 | 1:970 | 1:42.00 | 4:42.00 J:10000__; 1: 100.00 410000 _; 1: 19000 J:10000__ 1: 190.00 yt0000 | 910000 4:12.00
rH rH mh A rH mh mh rH rH
JUNCTION INVERT LEVEL | | 3 | | | | | | s |
= gel = gee! - m glee! wll lj. ekh! s ~ eel 2 a sel « 2 aml = 2 alm wala -
DEPTH TO INVERT & S88 8 a SEE) & = S65 sel esl8 see & = SEE & = SRE &§ & ER 8 = 2|2 SREB 5
LL tL ia ia tL LL LL LL LL
INVERT LEVEL g gkel 8 ge eel gs 2 ggei abel ale gekl s g gk 2 g gs! g 2 gkel ¢ a g/g s33! g
OF SEWER a ee] = = =F = = KrF FFF) ale eek = e RFR) = =e | | = = = RR = s sls 2 FP s
Ty ry ry ry ry Pry ry Ty ry
DESIGN SURFACE g} Se 8 Bs} See) 2 gs} ek =e8 8) S88 & g) gs] & 8] «BRB g| 866 & z} 8} «6S 88l =
LEVEL =) FRR FLFR) F - rey Frey | FRR “Pry F “FFF F =) SFR “FL SRR .
- el ~ e clot om < whe Ll wa lelea| * elon! < oll ~ - el ~ - ell e e o elelyl =
RUNNING CHAINAGE = =o a = = ER! 5 2) SBE =e! 2 ad a = oP a = aa a = oer 5 S| 2 25 B
Ltt Ltt | rr rr Li Li Ltt LT
Ta i 207 7456 TTT 12078 TStt 56.265 5* i 7.690 iT 1.207 ik am 6.207 Ta 25.199 7310 22961 68.000
LINE R2) 5 R15 R20 R20 7 | R2 9 LR R20] 40
570m 502m 1.788m 594m 570m, 570m, 462m
(ROAD He CROSS scam (ROAD'HC CROSS CONNECTION) (ROAD HC CROSS CONNECTION) (ROAD HC CROSS Eon (ROAD HC CROSS CONNECTION)
FILE: N13078-205.dwq DATE: 16-04-2014 TIME: 11:24
Xref's: X-N13078-TIT X-N13078-BASE X-N13078-SEWER RETICULATION USR: nathan taylor
Tear [ones bene] ONT SOE TENET TECROPT he cer RNR TE
AMENDMENT DETAILS DESIGN CHECK SURVEYOR: RPS
mod [ir Teak 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES BROWN Lu & SEWER RETICULATION
4 Ph (07) 5436 7888 Fax (07) 5493 6630 LONGITUDINAL SECTIONS
E|B
N 1500 10 5 0 10 20 At ae PROJECT
Sic DRAWN cHECK| —————— PROJECT No ‘APPROVED SHAUN PILCHER REQ 14583 mente SHEET 3 OF 4
“Io ‘1000 8 Fe-— LAKE DOONELLA N ' ened
Ne N13078 Z. BRENT THOMAS mE re TAGE ‘. OOSA Smart Consulting ie or fate A ory ‘DRAWING NUMBER TSSUE
br FOR & ON GEHALE OF BROWN CONSULTING (QLDI PTY LTO STAGE C1 - C6 face Cetet town tran Barwon ttn ‘To N13078-205

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 12

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

5 1 SA 1 2 1 1
MANHOLE/END NAME / %) 4 / 2 2 / ?
oo ITS Toa) co = 3
MANHOLE TYPE & DROP {2 sig ¢ ele 2/2 € fo ls 2
LID TYPE 2 [2 2 2 2 2 2
JUNCTION LINE & DROP - | - - |
s e I e s s s| 2 slel sle/lslel ele
DEPTH TO HC a a | a 5 a =) 8 B/S) S/S] | sys) os “ F “ -
| g STORMWATER PIPE
HOUSE CONNECTION a} 3s} | 8 8 g s| 8 \a| g\a|| 2|8| Sis gs) Ls
INVERT LEVEL = a | Fa} = 2 = = wie] sie | s[e| sie 1
z
z
HC TYPE 2 3 | = = oS a] sie] sls}| sje] giz z\S
es) 2 fg 3 5 | 3 sls] s/s/I s/s] als ale
HC LOT No 2 a B 8 5 8} 8 e/s| 2/s|| S/8| 3/2 aie A
> t el 2 elel' Jel sle EC
CH. FROM D/S MH z| 8 | § 8 2 =| 8 8/8) S/§)| S/S) Z/= |=
z a : 2 a S x{ 5 Sle] sla] s[si ais |
T T 1
LEGEND | | CONCRETE PIER 17.5MPa
STRUCTURE TYPE | | “
900@ CONCRETE LOCATED IN PROPERTY CONNECTION
G | ROADS, FOOTPATHS OR LOTS. | | TABLE > SEWER MAIN
DEPTH<3.00m | | aS
1200% CONCRETE LOCATED IN TYPE A
F |ROADS, FOOTPATH OR LOTS. | | STANDARD & EXTENDED <0.300m
3.00m<DEPTH<4.25m | | 2
1200 CONCRETE LOCATED IN a
X [ROADS OR LOTS. DEPTH>4.25m | | AY a A2
600% PE MAINTENANCE SHAFT | | 8 .
MS | LOCATED IN FOOTPATHS OR LOTS | | MH/MS — |MH/MS) 2 LENGTH = TRENCH WIDTH
4.30m<DEPTH<5.0m AB Ab
a! a
ERTICAL BEND | | “WHEE * STORMWATER / SEWER BRIDGING DETAIL - SECTION
= HORIZONTAL BEND |.
. NTAL | | SLOPED CONNECTION 0.301m-0.500m Sone ie tn
STRUCTURE COVER TYPE | mn .
B__[NON-TRAFFICABLE | L- _ + Bt » 4] pe
D_| TRAFFICABLE | | | ot Z
D(BD) | TRAFFICABLE WITH BOLT DOWN | nox of fa nn
MAINTENANCE HOLE DROP TYPE | | | "L. pants 1.20m
A__|FALL THROUGH MH | B3 at - Ba
C_[ OBLIQUE 45° BACKDROP |___—— | 0-50 max—_| 0.50 mox x! = = x
D_[ EXTERNAL BACKDROP | | TYPEC |
MAINTENANCE SHAFT DROP TYPE | | —r
MS-A | BULB CONNECTION (20mm/OBVERT) | = BULKHEADS! | I Fe
= >=750nm a a io]
MS-B | RISER CONNECTION (>=750mm) | AT 10.00 (RS |
NOTES: | | 1.50 max: womax-] of YA ------4 Og F-------- ------4  , F-------
1. ALL PROPERTY CONNECTIONS TO BE 1100 BULKHEADS | | Ms Ms |e
UNLESS NOTED OTHERWISE a AT 10.00 CRS | | at NO
® CROSS ROAD HOUSE CONNECTIONS 3 | 0.75 min + | 0.75 min 4] Cy
a 2 BULKHEADS: oo
| AT T0p0 RS | Hy |e gE oo CONCRETE PIER
| | i ze
<
| | Sl S| SEWER MAIN 75mm BEDDING
| | ges SAND UNDER PIPE
Zz
| | =é
} { gv
milo
STREET ETC ROAD RESERVE ALLDTMENT ALLOTMENT ae
| |
DIAMETER 160 PE100 CLASS SDR21 160 PE100|CLASS SDR21 160 PE109 CLASS SDR21 STORMWATER / SEWER BRIDGING DETAIL - ELEVATION
SCALE 1:20 (A1)
GRADE 1:10.00 1:10.00 1:17.00 1100.00 1:10.50 | 1:36.00 SCALE 1:40 (A3)
{ {
~ ry = 2 ry X= WIDTH OF CONCRETE PIERS (mm)
JUNCTION INVERT LEVEL 3 Lr | gs S Lr | PIPE SIZE FIRM/STIFF CLAY SAFE | STIFF/VERY STIFF CLAY
~ | | | ~ ~ | | | BEARING >150kPa SAFE BEARING >200kPa
[ll | 6008 ~ 10508 600 450
ms elec! fs e sle 3 s 2sig s =
DEPTH TO INVERT 8 BRE A 8 a/S 3 3 2e8| e 12008 - 1800 450 350
ply Lt |
INVERT LEVEL 5 sigkl g 3 2/3 z z sigls| 8 NOTE:
OF SEWER = Fe | e = S\e * = eels = GROUND CONDITIONS TO BE VERIFIED ON-SITE BY SUPERINTENDENT.
tH tH IF LESSER GROUND CONDITIONS PREVAIL, SPECIALLY DESIGNED
DESIGN SURFACE 5 gee =$ g 2 8 3 2ee| g DRILLED PIERS ARE TO BE CONSIDERERD.
LEVEL s SFr 5 = = = ec SPF Ss
s lglg g s 2 B s elelal s
RUNNING CHAINAGE s Bee) S s 3 S s ZSle| S
ry ee
39303 277 34.262 77896 36.200 32500
LINE 11 R10 16 R20) 47
594i 144m
FILE: N13078-206.dwq DATE: 12-02-2014 TIME: 12:44
Xref's: X-N13078-TIT X-N13078-BASE X-N13078-SEWER RETICULATION USR: leigh fry
Saar Tons awn] one SORE TETAS T THCROPTON Te cre HAWG TLE
AMENOMENT DETAILS DesiGN cHecx SURVEYOR: RPS a
~~ MLE | an 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES \ CONSULT AUSTRALIA SEWER RETICULATION
ti amy se om Ph (07) 5436 7888 Fax (07) 5493 6630 OEE or LONGITUDINAL SECTIONS
Sic DRAWN cHECK| —————— PROMECT No, ‘APORONED SHAUN PILCHER REQ 14583 Brown Consutthg (QLD) SHEET 4 OF 4
ile soo 2 LAKE DOONELLA NOOSA , aes Eee
AG N13078 Z. poe Ben SHH fond Beet STAGE C1 - C6 Smart Consulting i} rorina teva tea tania Grey | StWRE woes N13078.206 aE
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD Rinbene Cerboun Mibourme dyciiny Cagupone GemetineGoes: Lic 4084 a

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 13

 

REFER DRG N13078-301 FOR CONTINUATION

 

  
 
   
         
 
  
    
      
 
 
   
 
   
   
 
  

 

 

 

 

 

 

 

  

 

 

 

  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

) eee 7 LEGEND
PROPOSED STAGE BOUNDARY
1008 uPVC
PROPOSED WATER RETICULATION
—— Pe PVE — propose WATER RETICULATION
ROAD CROSSING
EXISTING WATER RETICULATION
FUTURE WATER RETICULATION
N UNITYWATER LIVE CONNECTION 2 PROPOSED STORMWATER DRAINAGE
| 1. INSTALL 150 x 100 TEE ON EXISTING MAIN SWD COVER 0.98m EXISTING STORMWATER DRAINAGE
2, INSTALL 100% SLUICE VALVE REFER DEFLECTION DETAIL — s PROPOSED SEWERAGE RETICULATION
‘| ——s—— —»—— EXISTING SEWERAGE RETICULATION
901 ‘moe eve class 2 PROPOSED WATER CONDUIT
x DRINKING WATER SERVICE POINT OF ENTRY
HIGH POINT
LOW POINT
SYMBOLS
SLUICE VALVE —_—*—
SCOUR VALVE
SWD COVER 1.50m Xx
DEAD END =
o>
V4 FIRE HYDRANT —_e—
.———
SwWD COVER 3.10m TEST/CHLORINATION PT
REDUCER ——
| SWD COVER 1.05m
By SR COVER 1.14m TABLE_OF FITTINGS
ITEM No. | DESCRIPTION
— _ 1 150 x 11.25° BEND
UNITYWATER LIVE CONNECTION 1 2 1500 x 22.5" BEND
1. INSTALL 150 x 150 TEE ON EXISTING MAIN STAGE C4 ee yet
2. INSTALL 150 SLUICE VALVE " y 5 150D x 1500 TEE
164 SR COVER 1.14m a 6 150 END CAP
oi | 7 150M SLUICE VALVE
Sn 8 150% SCOUR VALVE
Ss 174 9 150% x 100% HYDRANT TEE
150m tt 10 100% x 11.25" BEND
" 100% x 22.5° BEND
ap 12 100% x 45° BEND
fl B 150B x 1008 TEE
4 100% SLUICE VALVE
15 100% x 100 HYDRANT TEE
16 150M X 100% REDUCER
pf 177 17 150% X 90° BEND
fi
¢—a—F NOTE:
pf/ REFER TO N13078-302 FOR WATER
. RETICULATION NOTES AND DETAILS.
—
Oi
i €
pf J 5
| ” |
% I i STAGE C6 |
178 179 j 180 |
i i |
FILE: N13078-300.dwq DATE: 16-04-2014 TIME: 10:25,
Xref's: X-N13078-TIT X-N13078-BASE X-N13078-WATER RETICULATION USR: nathan taylor
Tar [ens [nw] One SORE METRES T TAROT We crew DRAWS TTT
AMENOMENT DETAILS pesian cnecK SURVEYOR: RPS a
aE ae 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES BROWN ‘CONSULT AUSTRALIA WATER RETICULATION
4 Ph (07) 5436 7888 Fax (07) 5493 6630
fk we ee | ner aE NE Fev tt 0__To eo LAYOUT PLAN
g Rawn cuECK a . SHAUN PLHER RPEQ. 1593 Brown Consulting (LD) Py Lid
+0) ‘000 id MATHEW HILL RPEQ 578 LAKE DOONELLA NOOSA , Brown Cangas Eek
le N13078 (Poe BRENT THOMAS RPE Tat STAGE C1 - C6 Smart Constlting i} Sroris tev tein. a anlo ts Grey [Ste woes 1078-300 iaave
siF FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LTD Rinbene Corboun Milbourin Aychiny Bagwpoee Gemetinecoet Lic 4064

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 14

 

REFER DRG _N13078-302 FOR CONTINUATION

 

 

 
 
  
 
   

 

 

 

 

 

 

 

 

 

   
 
 
  
   

 

   

 

 

 

 

   

 

 

    
 
 
  
  
 

 

  
 
  

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

NOTE: / | |
REFER TO N13078-302 FOR WATER / 129 8 | I
RETICULATION NOTES AND DETAILS. s f dt
= !
2 t |
NOTE: 5 ! dot
REFER TO N13078-300 FOR WATER uw ay
RETICULATION LEGEND AND TABLE OF FITTINGS. = / °
N = | _ isl
| Q =| e | B|
UNITYWATER LIVE CONNECTIONS & — / il
—rErrereieeerreeen gS SWD COVER 1.31m \ |
1. INSTALL 150 x 100 TEE ON EXISTING MAIN & REFER DEFLECTION DETAIL |
2. INSTALL 100% SLUICE VALVE &
! R COVER 2.10m | A SWD COVER 1.17m
| /|) REFER DEFLECTION DETAIL
mn 2/ff |
L] aN e
r | INgswo cover 0.800 /
lb | |) 1) ReFer DeFLection eran “
SR COVER 1.90m | /
Ff J iit
Md
wall |
2
|| ||
L |
135 Fw
UNITYWATER LIVE CONNECTION 4 = | |
1. INSTALL 150 x 100 TEE ON EXISTING MAIN a ') | uns a
2. INSTALL 100% SLUICE VALVE e L :
me pil
a | Oo |
136 if ! | |
‘| od
el ]o]
/ SWD COVER 1.23m
REFER DEFLECTION DETAIL
EXISTING SR
COVER 3.101 UNITYWATER LIVE CONNECTION 4&
“ 1. REMOVE EXISTING 150% END CAP
 \ 2. INSTALL APPROVED 150 CONNECTOR
SWD COVER 1.12m “a S/o
REFER DEFLECTION DETAIL Or 28 dl)
UNITYWATER LIVE CONNECTION 3 ‘e
4. INSTALL 150 x 150 TEE ON EXISTING MAIN
2. INSTALL 150% SLUICE VALVE
SWD COVER 0.98m
REFER DEFLECTION DETAIL
by
in 901
pt ACNBUTECH ACMDETO: BASE XA WATER RETKULATION USR nathan taylor REFER “DRG Ni3078- 300 FOR CONTINUATION
Tar [onze an] On aaron SORE TETREET TERR coer DRAWS TTT
mute Taf won =e 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES q cn Padus WATER RETICULATION
ale Ph (07) 5436 7888 Fax (07) 5493 6630 wa LAYOUT PLAN
N 1500 10 5 0 10 20 Al | PROJECT
Bic pRaWN cHEcx| SS PROJECT No ‘APPROVED SHAUN PILHER RED. 1599 Brown Consuting (QD) Pty Lid SHEET 2 OF 3
‘ "1000 3 LAKE DOONELLA N ; entant
Ha N13078 (Pee Bi A NOOSA Smart Consulting ‘iterates ee =
Ai FOR-& ON BEHALE OF BROWN CONSULTING fQLO) PTY LTO STAGE C1 - C6 Tate tee tows fey ane Bat N13078-301

 

 

 

 

 

 

 

 

 

Page 15

 

 

WATER RETICULATION NOTES
1.

NOTE:

NOTWITHSTANDING THAT EXISTING SERVICES MAY OR MAY NOT BE SHOWN ON THE JOB DRAWINGS, RU ANDAROS TIN ORUER OF PRIORITY Gn ACCORDANCE WITH FOLLOWING CURRENT SPECIFICATIONS AND
NO RESPONSIBILITY IS TAKEN BY THE SUPERINTENDENT OR THE PRINCIPLE FOR THIS INFORMATION > SOUTH EAST QUEENSLAND WATER SUPPLY CODE (SCQ-SP’s)

WHICH HAS BEEN SUPPLIED BY OTHERS. THE DETAILS ARE PROVIDED FOR INFORMATION ONLY. - WATER SUPPLY CODE OF AUSTRALIA WSA03-2011 V3.1.

2. UNLESS SPECIFIED OTHERWISE, ALL WORK AND MATERIALS SHALL COMPLY WITH THE RELEVANT AUSTRALIAN

STANDARDS.

ADOPT LIP OF KERB AS PERMANENT LEVEL.

COVER ON MAINS FROM PERMANENT LEVEL TO BE AS SHOWN IN STANDARD DRAWING SEQ-WAT-1200-2.

CONDUITS TO BE INSTALLED IN ACCORDANCE WITH THE STANDARD DRAWINGS IN SEW-SP’s.

A WATER METER SUPPLIED AT DEVELOPER'S COST, IS TO BE INSTALLED AT THE SERVICE POINT OF EACH

LOT IN ACCORDANCE WITH THE STANDARD DRAWINGS IN SEW-SP’s.

ALL MATERIAL USED IN THE WORKS SHALL COMPLY WITH THE SEQ-SP’s.

ALL CONCRETE FOOTPATHS TO BE CLEAR OF WATER MAINS, WHERE POSSIBLE.

9. TEST/CHLORINATION POINTS TO BE INSTALLED IN ACCORDANCE WITH THE STANDARD DRAWING
SEQ-WAT-1410-1.

10. THE CONSTRUCTION OF THE WATER SUPPLY RETICULATION WORK SHOWN ON THIS DRAWING MUST HAVE
CONTRACT ADMINISTRATION UNDERTAKEN BY AN ENGINEER WHO HAS RPEQ REGISTRATION. WORK NOT
COMPLYING WITH THIS REQUIREMENT WILL NOT BE PERMITTED TO CONNECT TO THE RETICULATION SYSTEM.

ENVIRONMENTAL MANAGEMENT APPROVAL NOTES

THE CONTRACTOR SHALL ASCERTAIN THE POSITION OF ANY UNDERGROUND SERVICES IN THIS AREA
AND SHALL BE RESPONSIBLE FOR MAKING GOOD ANY DAMAGE THERETO.

 

 

 

sry

 

 

 

 

 

 

 

 

 

 

 

 
    
  
     
   
 
  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

   

  

 

 

 

 

       
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

|
| VEGETATION PROTECTION
| A. TREES LOCATED ALONG FOOTPATH SHOULD BE, WHERE POSSIBLE, TRANSPLANTED PRIOR TO
71 70 | CONSTRUCTION, OR REPLACED IF DESTROYED.
NOTE: s B. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHOULD BE CONSTRUCTED WITH
LOTS 73, 74, 75 & 119 SERVICED | 1.8m BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM GROUND LEVEL. GIRDLES MUST BE
AS PART OF STAGE B WORKS UNITYWATER LIVE CONNECTION 7 STRAPPED TO TREES PRIOR TO CONSTRUCTION AND REMAIN TO COMPLETION.
N - 1. INSTALL 150 x 150 TEE ON EXISTING MAIN G WHERE POSSIBLE, TREE ROOTS SHOULD BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS ARE
SEVERED, THE DAMAGED AREA SHOULD BE TREATED WITH A SUITABLE FUNGICIDE, CONTACT COUNCIL
| 2 INSTALL 1508 SLUICE VALVE So ea —s« ARBORIST FOR FURTHER ADVICE.
4 73 iy D. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST.
4 A SOIL
Z A TOPSOIL AND SUBSOIL SHOULD BE STOCKPILED SEPARATELY.
B. CARE SHOULD BE TAKEN TO PREVENT SEDIMENT FROM ENTERING THE STORMWATER SYSTEM. THIS MAY.
Z INVOLVE PLACING APPROPRIATE SEDIMENT CONTROLS AROUND STOCKPILES.
x 74 CREEK CROSSINGS
Vi EXISTING A. SILTATION CONTROL MEASURES SHOULD BE PLACED DOWNSTREAM OF ANY EXCAVATION WORKS.
B. APPROPRIATE SEDIMENT CONTROLS SHOULD BE USED TO PREVENT SEDIMENT FROM ENTERING THE CREEK.
ry CG NO SOIL SHOULD BE STOCKPILED WITHIN 5m OF THE CREEK.
UNITYWATER LIVE CONNECTION 6 7 A STAGE B REHABILITATION
1 INSTALL 150 x 150 TEE ON EXISTING MAIN 75 Ay s 118 117 A. PREDISTURBANCE SOIL PROFILES AND COMPACTION LEVELS ARE TO BE REINSTATED.
. Os
2. INSTALL 1506 SLUICE VALVE . iS B. PREDISTURBANCE VEGETATION PATTERNS SHOULD BE RESTORED.
ALL CONSTRUCTION WORK UNDERTAKEN] [ALL ENVIRONMENTAL PROTECTION
@ BY THE CONTRACTOR SHALL COMPLY MEASURES SHALL BE IMPLEMENTED
a WITH ALL APPLICABLE WORKPLACE PRIOR TO ANY CONSTRUCTION WORK,
ae HEALTH AND SAFETY LEGISLATION. INCLUDING CLEARING COMMENCING.
UNITYWATER LIVE CONNECTION 6
1. REMOVE EXISTING 150@ END CAP
2. INSTALL APPROVED 150% CONNECTOR
2
2
ale (150 CONNECTOR (FL-SC) VERGE DESIGN SURFACE —- [email protected]* BEND (FL-FLI
as 1500 x22.5° BEND (FL-FL) (-150@ CONNECTOR (FL-SC)
SWD COVER 1.29m tw
REFER DEFLECTION |
SWD R.C.P.
ee SIZE VARIES
1 x 1
3.28m. = ©. we
teen x = S
1500 uPVC , 1500 uPVC
UNITYWATER LIVE CONNECTION 5 Ce One ‘PNt6)
1. INSTALL 150 x 100 TEE ON EXISTING MAIN
2. INSTALL 100% SLUICE VALVE > 4
y mim
=
b 150 x22.5* BEND (FL-FL) 150Q x22.5° BEND (FL-FL)
2
Pa / 150@ x500mm SHORT PIPE (FL-FL)
&
wy 5.00m
=> 150 DICL CLASS FLANGE
s
ly # 500mm CLEARANCE / SEPARATION BETWEEN WATER AND STORMWATER/SEWER SERVICES
Gy REFER DEFLECTION DETAIL ER L S J 4 WATER DEFLECTION DETAIL
<x a i upvc * OSE: d = ° SCALE: 1:25(A1)
& A SWD COVER 1.17m
SR COVER 2.04m—~ * REFER DEFLECTION | FLANGE NOTE:
STAGE C2 ALL BURIED FLANGE FITTINGS TO BE PROTECTED WITH
131 | DENSO TAPE AND MASTIC (OR APPROVED EQUIVALENT) IN
@® ACCORDANCE WITH MANUFACTURERS SPECIFICATION.
132 9 COVER NOTE:
600mm MIN. COVER FOR WATER MAINS 1506
| SWD COVER 0.80m
> , | REFER DEFLECTION |
rch, HCNBUTECIT XCNBOTS-BASE-KMBOTECWATER RETCULATION USR; nathan tylor REFER DRG N13078-301 FOR CONTINUATION
Tan [Cae eae] ONT SORE TETAS T TACROPTN Ne Coen DRAWN TE
AMENDMENT DETAILS DESIGN CHECK SURVEYOR: RPS a
= PRES 1 INNOVATION PARKWAY, BIRTINYA QM PROPERTIES BROWN CONSULT AUSTRALIA WATER RETICULATION
4 Ph (07) 5436 7888 Fax (07) 5493 6630
i oe pe | anare eM I oe es LAYOUT PLAN
4 DRAWN CHECK —————_ . SHAUN PILHER RED. 1599 Brown Consulting (LD) Py Ltt
" ‘1000 8 LAKE DOONEL . Hd sais Esme
ae N13078 J fee ERS OONETLA NOOSA Smart Consulting ‘iit rica tie thease [ST a
Sir FOR & ON GEHALE OF BROWN CONSULTING (QLD! PTY LTO STAGE C1 - C6 aces Cet ato etn Bann Baten ‘ct N13078-302