2576 - SBSMP-01 (Feb 2026)

 

Cod File: _£:\41,17021\Docisment_Tronster\ Incoming’ 45- 11 3\ CHiN ACAD, 45113-C228 Stormwater Longitudinal Section.dwg[22]

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  
    
  
 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Piot_Dote: 27/07/07 — 14:36

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

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NOTE
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inlet. Refer IPWEA Org
D-0061 & Org 0-063 I ‘Natural Surface
8 3.6m Lintel ond grated ;\ |
inlet. Refer IPWEA Org ‘
D-0061 & Drg D-0063 Design Surface
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ts
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Refer IPWEA Drg D-0050 = ICOMMENDED ff
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F #1050 Manhole. Refer & bec ceeueeee
IPWEA Drg 0-0010 & Org AK NSN RQ NR te ett ttre
D-0011 5 Galen 0 CIRGUMSTANCES MAY THE PLAN .
5 SPECIFICATIONS BE DEPARTED FROM WITHOUT qr.
WRITTEN APPROVAL of tha MANAGER LAND DEVELOPMH}.
> Ss
VELOCITY (m/s) 412 2.74 3.19 3.19 3.17 0.97 1.4a_| 1.68 240 BANS APPROVED_sas
rend 52 eg vetaseerotereteres dines
GRADE % 1.091% |_0.635% 5.483% 2.824% 1.002% 0.750% 2.315% | 0.535% 1.853% O7a2n |= -- YF. LOR MANAGER LAND DEVELOPMANT
PIPE FLOW (m3/s) 0.66 1,50 2.21 2.49 2.09 0.89 | 0.95 0.22 0.17 | 0.19 1,09 0.84 13
535PVC, 375 | 375 750 525. 600
PIPE SIZE (mm) & CLASS 450RcP| — 825rcp__|_g00RcP. goorcp __|gooRce 60oRCP| S00RCP. bs | 305 150 525 sao
DATUM 101.0 102.0 105.0 102.0 198.0 \98.0
- ny to} — < ols
DEPTH TO INVERT gis le ae R238 2 ge (8 ge ss = Bia & Ele gz 3
mle -|[- Nw -|n ofo = a So -|[~ do N old A |S a alo
=e The l= =e |= = é
28 les [8 Ss (8 88 8 Vk {sg
HYDRAULIC GRADE LINE as |Nw IS ss |s es |s ss |g
oo 2
& RIB Ro,/8 g ~ g AIS @ SQ mlm yonin ~ I> ls
INVERT LEVEL g gle sls sls sls sls & s ss 8 AN SIS 8 Sis 8 gis g 3/8
= RIE SJE Sais RIS SE = = a= XS AN gs =
a a 8 g as} al | 8 a) = ss aj 8
DESIGN SURFACE LEVEL 3 3 8 s s} a x S 8 8 a] os} oS a] s} 8 s| os
2 gS 3) 5 g g x cS rs rs al 3 sls al 8
“| & 8 8 =| 8 x & 8 8 Bl oS) 8 x) 2 g} 8 s 8
EXISTING SURFACE LEVELS} gs] 8 3) 8 S 8 8 | 8 8] 8 a] 8 s| 8 oe
TY FY
9 - oN © 6 g 2 2 x © 3 2
DISTANCE ALONG LINE 8 a) Se =| = 3 3 a] 8 8 & 2
° = 5 ino = x a ° a ° = 3 ° ws ° ad ° wo
LINE A LINE C LINE D LINE E LINE F LINE G
ORAWING NO.
SORES Raa leddy sergiacomi & er \OATION
a ceo associates pty. itd. |DEPT. OF INFRASTRUCTURE HOLTS ROAD, NANDROYA 45113-C22
ae TT VERT eS 4:200 Vossieum ENGINEERING & ENVIRONMENTAL CONSULTANTS | proect TE Se Re
ay SooFT or | ose oH “stands waeenrornona  °,| PROPOSED INDUSTRIAL STORMWATER LONGITUDINAL SECTIONS
rar eves ae seme ewesen eens | MORIZ tommme——} 1:2000 | rrr cg B
Pere are Peete] ESTATE 36
atest oni new nme» 2 wa ate Lr6g 7