1225-77 C

Civil, Environmental &
Hydraulic Engineers


[OCR of page images]
 

 

   
 

 

 

 

600X900 CONCRETE PIT WITH
CONCRETE LID ON BATTER
SLOPE UPPER LL105.581

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1.105.076
375x225 RCBC
A ee ee
DATUM RL102.000
REPLACEMENT INTERLOT DRAINAGE ROAD CROSSING SECTION
1:200 A3
LOCATION TIME SUB-CATCHMENT RUNOFF INLET DESIGN DRAIN DESIGN HEADLOSSES, PAR FULL DESIGN LEVELS
i]. [m@ [tC] A [oA pa] a ay |_ob Te vA] a | in] as [om]. s vt Tylm fw le [n | ww) |e Vb
‘ s = = a=
2 g e = |< E gle |= BlE8 8 & Ss
= 5 |e 2 sle 5 > G 2 ze [3s =|oo = el, |S Ju IS we a 4 = 3
2 3 ze 2 lfsl2locle | E/E) =I/2 lege [es 2/s|] 2] s/2/=]a2lz lz 5 Sls a|z es 2 = |2-l2 |8<|& | =| < Js ls E|e |= ele
z| # 5 es 2/58] = /Seleu/ 5] 2] & |Syle2zle [Se] 2 | els 2] Ss} =] =«/5 /8./ 8 2/8 lxZl[Ssle_ lz # Ze = IBESul/se(%u| & = la Slo = Salez
=| s i 23 of] s JES] slSSiSs) 2] 3] 2 2SlEele-jse] © | 2S) cS |-28) ses] e]elszle]s] 5] & [Sslezl==l5e Ss 5 = = l2Sle2lssle2] Ss] S/S [Se zl els s/s yas
z| 8 8 S2 |2/8 {Ss} 2 (S=/22/ 5/2] 5 |SS/2E/S5/25] = | 2/42/88 jes} 2/2 )/2 /Z25) 2) 2] 2] & |8a/EelsslE= Be: s ESS SSeles] Ele levles}-/5)/e/2 | 2/2] ., [€sls
S = z2 Te e/;]eae {zo} ez Boe] o 2 Role TISZ(SS| 5 =|= |] #2 /2o] = = S jSsaz/S]/5)/) 5 wolz=eloel|ze 2 = 3 SITEITS[T oS Sl4o] 2 esas le] Ss S y2i,5 uv |easls
B = = aE 2/5 jeze| 2 ]se|"=) 4) Ss] legléclezies| & S/e [ee lexv| Z2/E/S Se] S] 42] =] & le eletleelzee Zee S feSlesfetleSslGe] = lesley =}eo}S] es ]e5| 2] e] & lesle
a a s as SS] a jae| &secyes]/ al] & a l|Za|LZ/2a/=E2| 2 mz we | en |SF| & re =Sl/Ssl = a @la jaalrf/F2[55 & 2& SS S ISSISSLISSIS2]/SS] 5S Jaealat] a > S |Sxr] 8 s = |Az|G
yrs % | min |mn/h ha ha ha | Vs V/s hw |ls Us Us min {mm/h | ha Us Us Us Vs m h mm_| m/s _| min n m m n h m m [o/s n n n m m m
5 V1 VI E 12.00 0 O14 om 0.227 0.27 49 ay 0.00 208.05 49 o 12.00 140 0.27 102 49 29.B8 6.07 DV} 1.07 045 Qg 0.049 Qo 0.049 Do 225 0.058 542 0317 52 0317 059 0.110 0,092 3.04 03.204 | 103,204 | 103.521 103.521 | 104.300 | /Z
100 to VA 12.00 ns 0.94 om 0.161 0.161 02 12.00 29 0.161 [Pipe flow: Grate flow) Bad) CHRT 32: Vo2/2gDo 0.24 H/Do WAG | 101704
FLDW WIDTHDEPTH Dpr Kg side flow 5.42 end flow 450
5 vA VA ED 8.00 165. O74 0.087 0.064 0.064 » ao 0.00 208.05 e 0 12.45 BS 0.191 153 B 5498 ost 300(2)) 1.03 0.09 Og 0.024 Qo 0.073 De 300 0.054 061 0.033 061 0.033 056 0.031 101350 1671 01704 1704 | 102.43 | A
100 to2/A 8.00 am 0.94 0.087 0.082 0.082 $1 12.45 6 0.243 ipe flow=|Sum upstrjatten flows) (130) Flow 1/Z made eqy grate flow CHART 34 Angle 1 01300 | 11640
FLDW WIDTHADEPTH Dpr CHRT 32: Vo2/2gDo 0.18 H/Do- S/Do 25
Kg side flow 4.14 end flow 3.46 Du/Do 0.15 Og/Oo 0)33 K 0.52
K vals above for stepped pipes as grate flow $/Do 2.18 cor 0.09 KL 0.61 Kw O61
grate flow decreased by 0.048 from 1/Z K vals stp pipes a4 pipe flow Ku 0.51 Kw P.61
5 UA UA ED 30 1254 BT 0.191 152 B 13.936 256 300(2)) 1.03 023 Qo 0.073 De 300 0.054 187 0.01 27 on 056 0.079 01300 | 101539 | 101640 01656 | 102.085 | 2/8
100 tok 1254 1s 0.243 ipe flow=|Sum upstrjatten flows} (2.19) CHART 50 Du/Do1.00 alpha 99 100.943 | 101460
K'w 0.31 Vu 103 WSE 0.12
Ku 187 Kw 2.17
5 A A EDA 10.00 1S O15 0.612 0.459 0.459 193 18 0.00 20 208.11 193 o 217 B6 0.650 Sw 4B 265 246 5.600 050 600 136 0.07 Qg 0.174 Oe 0.246 Do 400 0.094 wT 0.67 417 0.167 0.68 0.038 100.923 | 101.293 | 101460 101.460 | 101.750 | 3/A
100 to4/A 10.00 UT 0.95, 0.612 0581 0.581 399 211 2B 0824 ipe flow=|Sum upstrjatten flows} x 300 (RCAC (1.17) Angle 75 Chart 43 $/Do 2.5 chart Interp va] tor S/Do P.75 Kw 1.5 100.895 | 101.255
FLOW WIDTH/DEPTH 2.763m Du/Do 0.75 KO 1.44 KOS 167 CHART
Qu/Qe 0.29 Cg 1.22 K 1.72 S/Do 3.0 KO 0.80 KOK 151K 1.5}
S/Do 3.0 KO 137 KOS 1.56 K 1.60 S/Do 2.5 Kd 0.84 KOB 169 K 1;
S/Do 25 KO 144 KOS 167K 172 Interp va} for S/Do P.75 Ku 1.7]
5 WA MA BDAC 6.00 183, 084 0.069 0.058 0058 » wo O50 105, 1 2» o SA 1284 B6 0.708 553, ‘409 286 27 12858 050 750 Wy 032 Qg 0.022 Oo 0.267 De 429 0072 136 0.098 149 0.108 O47 0.07 100.875 | 101157 | 101.255 1265 | 101750 | A/a
100 toS/A 6.00 as 100 0.069 0.069 0.069 37 12.84 2B 0.893 ipe flow-|Sum upstrjatten flows) x 300 (RCACH(123) Angle 74 Chart 43 /Do 25 chart Interp va] tor S/Do P30 Kw 1.45 100.761 | 101.050
FLOW WIDTH/DEPTH 1.480 Du/Do 0.93 KO 133 KO.5 1.86 CHART
Qu/Qo 0.92 Cg 0.21K 144 S/Do 2.5 K0 1.18 KO. 180 K 131
S/Do 25 KO 133 KOS 186K 1.44 S/Do 2.0 KO 1.27 KO 2.03 K 1
S/Do 2.0 KO 140 KOS 2.13 K 155, Interp va} tor S/Do P30 Ku 1.34
5 S/A S/A EDACB 8.00 165 O15 0.143 0.107 0.07 49 ay 0.00 20 208.11 49 0 BAG Ba 085 659 430 356 333 38.165. 050 750 148 0.43 Og 0.070 Qo 0.333 Do 429 On? 092 0.102, 092 0.02 OB 0.278 100.741 | 100.968 | 101.050 01050 | 101550 | S/A
00 to6/A 8.00 210 0.95 0.103, 0.136 0.136 02, B16 2 1078. Additional flow: 0.040 cumecs x 300 (REACH(1.23) CHART 33 Angle 2 100.550 | 190.670
FLOW WIDTH/DEPTH 0.234m ipe flow=|Sum upstrjatten flows) S/D0 25
Du/Deo 100 Og/Qe 0.21K 0.84
S/Do 2.03 cor 0.08 Ku 0.92 Kw 0.92
CALCULATIONS TABLE
(— SURVEYED BY . ( SCALE Ve Ve )
Callaghan & Toth ) fix WATTERSON & ASSOCUTES Ghent REWSIONS
aui ; PHONE (07) 54 426 121 O42 3 25 5 10] Finer) revision details date
Civil, Environmental & men
Hydraulic Engi VALKEV PTY LTD LOT 136 on MCH978 0 10 20 30 40 50 Weies 100] [A | ISSUED FOR APPROVAL 09/14]
ydraulic Engineers 1:200 VERT SCALE SHOWN IS ORIGINAL DRAWING scale | [3] ISSUED FOR REVIEW 12/14
. q DO NOT SCALE FROM THIS DRAWING
Noost HEADS 4867 | { project Parish of TEWANTIN LANE HORT Use ony Diesons Prewoe _) [| ALTER PIPE AT ROAD GROSSING [02/15 sheet 18 of 36. shect
ee! ol sheets
ii 8/41 Sunshine Beach Road County of MARCH S -
=> vane one 4749081 PROPOSED 9 LOT SUBDIVISION ttle NOOSA SHIRE COUNCIL FILES drawing number
www.callaghanandtoth.com.au MAC NALD IVE CAL 1225-77
designed | AH datum AHD DERIVED AT 55 LAKE DO DR STORMWATER CULATIONS Locality of COOROY COMPUTER DIRECTORY
drawn | MM ps 178243 COOROY — ERINDALE PARK & INTERLOT DRAIN ROAD SECT X:\JOBS\CT PRIN PRC\1225 30 LOTS LAKE MAC Cc
checked [ADT | Origin (B.M.) RL 108.138 DRV\DES\STG5\DES\CURRENT DWG:1225 BASE PLA XK date 9th FEB 2015 yp
. \ \. _/S