C23-035 - Emerald Street (2) - Civil Plans [RFI Response]

 

 

 

 

 

     

 

   

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LOCATION TIME SUB-CATCHMENT RUNOFF INLET DESIGN DRAIN DESIGN PAR] FULL DESIGN LEVELS.
te | a0 C A TGA | +A Q Qg Qb te +4 at Qm_| Qs Qp L Ss Vv T hu KI hl Kw hw St ht Vp
b Ss =
a = = = = |S Ss B 2
wv 2 5 = 5 siz fz B S _ 5 =
S Sle | 2 = z = 5 3 a zy |e 3 = » ely [8 le [z % Sle ]e2 3 3
2 s es &l#z| 2 leele | 2 2/2 ale |_5 2/2 2} sJElaz|alz 2 = 3 = Zeus Sig |z |S |e _ = jza* Zz g Sa] =
= w = ze S/=2| 2 /k£&z\Z.] = ~le,/S42/8 |=S}) wa =/ 8s w Z/ 2 > | Ele i S}w ao S lw jw 2 es # /Ssle5 | S2|5 2/2 |e |e= a /= = se) wu
S s ira E2 iB S/ES| as /SSsfsegpe VY JEVISst/S_|Sa) & e as Ss oS) a 2 2 lazl a & 2 S TrISs/S FS |& > |SS/24/25/43 S| = {5 5a > a )o = 2 os} &
= a a2 2 Sjau|l 2 /SzlzS| = wu [ae S|So\/cs z= 2 a ve lai! 2 = fF |e! = = 3 uwol==|= = = & |/=3Solaesc/Selao 2/4 lz zo e Ee |a a S oS =
zB oS 2 Se =| au |SS| # |2E/ES| S SS S/ESe 2) as S}Z] a |e leSla = |S 2 SZiCe/G s s S|PE|SS fla Sl_F) S /Evwl/FS|/ 2] 5] ee /2 & |x se) &
s 2 2 Le e/flza/ es lee] Z cs e2/Ss|l 5 =| zs s|2]|= |S |/s=/s S/S a Sa|/se/s = & s HE/e S/T HT Slee] 2 less; =] es] S25) 5 gs] s
B = = Ss 2/3 |$2/ a |Ss/sgu| 8 5 |S$2/eyzisej2s) 3 S| |seF 2/2 |5 |2 |22/ 2 Sf) e = Z2e/F2/= S 2 BILS/LSSs/2Sl25| S/eS/@S/ a) es] a fee) e/a s =
8 B Ss as S| a |e) & leclss| a B\|AS|\Cz/2a\E2) Z ce |e |e |S) 2] 2/2/25] = @ia 5 F2Z|55/5 2 6 S |SS|S#/SS/S2|/=S| 5S leclake| S| 2) 8 |Sz/ 5] 5 BZ/ G
yrs. %_|_min__|mm/h ha ha ha V/s ls Vs_ [ls min_|mm/h | ha_[ l/s | l/s [l/s | l/s m Kh mm_|_m/s_| min m nm m m % nm m_ [m/s m m m 1 1 m
0 18 18 v8 a was | 0093 [ace [oo [9 ] 49 | 138 ] 0 1 w | 0 soo | 2m | oo | a2 ws] 9565 | 182] zest] 108) 08 1g 0.049 00 0.049 Do 225 a0sy | 536] 0319 536 | 039 | oso ] 0057 | opt | 195 | ttasss | wnasss | va9e% ‘sats | 09993 | vB
m0 to2/8 500) 3m io | 0093 | 0.093 | 0093 | 82 (ONLOCKED 4) 500] 3m | 0003 [Pipe flow: Grat§ flow) (18) CHRT 32: Vo2/2q00 0.25 H/Do 0.00 ‘09361 | 109391
Kg site flow 5.36 end flow 4.46
0 28 28 ve 6 soo | an | oo | a2 3 | 9063 | aur | msn] a7 | os {e036 Do 225 ans | 031 | 0010 ous [oom [032 | 0029 | oto | 199 | soo3er | tosze | 109301 ww9395 | tiozee | 278
m0 to2/A 500] an | 000 (Pipe flow set byfuser) (an) CHART 50 Du/Dot.00 alpha 0 963 | 109303
Kw 0.05 Wu 126 WSE 001
Ku 031Kw 043
0 WA vA 6 soo | an | 0035 | at x [ams | v3 | som] 16 | 02 {0.031 Do 150 ans [2st | 0403 an | ous [256 | ases | ort [238 | smioos | amioos | sae amos fame [vA
00 to2/A 500] 3m | 0035 (Pipe flow set byfuser) (216) CHRT 32: Vo2/2q0o 0.90 H/Do 0.00 ‘0.005 | 19.956
iq site flow 2.1 end flow 269,
0 wk ws ve 6 sa | mm | oom | om 6% | w63 | v7 | ms] tus | on Qo 0.066 Do 225 ams ] to | 0202 238 | 0252 | tov ] os | or | 21 | roost | roost | t093%a 19393 | 10438 | 2/A
10 403/A 523 | 38 | ons Ghipe flow: $um upstr}H¥en flows) (190 Flow 1/A made egy grate flow Interp va for S/Do .04 Kw 2.38 ‘aa67 | 108799
Angle 90 Chart 47 S/Do 25 chartdeg CHART
Du/Do 100 KO 192KOS 2.12 $/D0 25 0 182 KOS 171 K 17
Qu/do 0.54 Cg 0.95 K 2.11 $/D0 20K0 2.06 KOB 192K 1
$/D0 25 KO 192 KOS 212K 2.1 Interp va for S/o P.04 Ku 13
$/D0 20 KO 2.64 KOS 240K 240 K vals ave for st4pped pipes as grate flow
0 3A a/R ve 6 soo [ae | om | to 6 | ime [340 | mst] tus | on 0.066 Do 225 oie | 140 | oust an [02 | 07 | ons | ons | 26s | tose | toazer | wsszz vases [109738 [37a
10 toEX/A 540 | 3 | 0.128 Gfipe flow: $um upsir Hen flows] (258) Flow 274 made eqy grate flow CHART 5] F526 Do 425 theta 32 r/Do 22 ‘7961 | 198.000
CHRT 32: Vo2/2qDo 0.44 H/Do 0.00 Du 225 Dy/Do 190 KH 180
ig site flow 4.1 end flow 358 i'w 0.23 fu 166 WSE 0.22
ICvals above for stepped pipes as grata flow Ku 180 Ky 211
arate flow decreased by 0.066 from 2/4) K vals sipp pipes a4 pipe flow fu 180 Kw p.m
[fr I P:(07) 2849 8388 ISSUE _| DESCRIPTION DATE _| DRAWN | AUTH. | ISSUE STAMP NORTH CITY COUNCIL APPROVAL NUMBER CLIENT: PROJECT TITLE, oR DATE: | DESIGN CHECK: DATE:
A _| PRELIMINARY ISSUE 28.10.2022] DR | CMT CMT
M:PO BOX 79,
CAPALABA QLD 4157 B_| ISSUE FOR APPROVAL fa122024 or | cur ISSUE FOR APPROVAL QUEENSLAND PROPERTY | PROPOSED COMMERCIAL DEVELOPMENT AT 2 EMERALD [pain DATE: | DG GHECK DATE:
A:S2/L2,96 MOUNT GRAVATT |__| COUNCIL RFI RESPONSE [12.01.2024 DR | CMT NOT FOR CONSTRUCTION WITHOUT COUNCIL APPROVAL DEVELOPMENTS STREET, COOROY DR cP
CAPALABA RD, UPPER MOUNT
GRAVATT QLD 4122 "AUTHORISED FOR ISSUE ORIG. SIZE
' E [email protected] SURVEY INFORMATION SURVEYOR FILE NAME SCALE BAR DRAWING TITLE:
engineers Pus 67 inna rssocues [stars M
STORMWATER CALCULATIONS TABLE CHING MENG TAN RPEQ Not 1311
“THis DRAWING IS  AND IS NOT TO BE REPRODUCED IN ANY FORM AS A WHOLE OR IN PART
\WITHOUT EXPRESS WRITTEN PERMISSION FROM GMT ENGINEERS, THE EXISTING SERVICES NFORNATION ee ener Ca PROJECT NUMBER/ SHEET ISSUE
SHOWIN HAS NOT BEEN CONFIRMED ON SIE AND T ISTHE CONTRACTORS RESPONSIBLITY TO LOCATE ANY
SERVCES EWA PON TO"HE STAT OF CDTRICTON  NDOLET A €23-035 C204 Cc