Approved Plans · OPW11/0335

  
      

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B510 | 7.150 | 1.360
35.657 | 6.300 | +.600 | 1.700

12.636 | 6.300 | 4.900 | 1.400

0.000

76.047 3.800 3325 0.475

 

 

STORMWATER LONGITUDINAL SECTION LINE 1
HORIZONTAL: 1:400
VERTICAL: 1:40

SURCHARGE FIT SPI IN
BO-RETENTION BASIN

  
 
 
 
 
  
   
 
  
   
    

«

1:186 39,

  

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4.200 | 5.450 | 0.750
62.007 3.675 3.050

0.000

STORMWATER LONGITUDINAL SECTION LINE 2
HORIZONTAL: 1:40
VERTICAL: 1:40

 
 
 
 

DISCHARGE OVER STONE
PITCHED SPILL WAY (ACCESS
ROAD) VIA CONCRETE HEADAALL
GONG INO BORETENTION
BAS CIb

 
  

    
   
 
  

£5 19 1250

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SECTIONAL ELEVATION

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PLAN _|
cana ao
DIMENSIONS
OIA. A 8 c 0 £ F ¢ H
150 150, «0 $00 10C0 » 1590 200 ws
225 150 xo $00 1000 » 180 200 40
Rol 225 «0 1000 1750 » 70 30 S25
35 [us | ao [ 1000] 130 | 0 | aso | ae | 000
450 225 400 1000 1750 » 250 30 675
S25 225 400 1000 1780 o 250 360 750
8 eo | xo | «7 | vs00 | 20 | 75 | 290 | sao | 2s
a 675 0 470 1800 | 2480 75 sso [540 999
8 750 | 300 | 525 ys0o | 2eso | 75 sso | sao | 975
e was [90 [ses | 2000 | iso woo | eco | er | 1030
8 $0 30 650 2000 | 3190 109 450 675, vas
hy 1050 Eee 6 2000 3600 100 525 600 1275
:
STORMWATER LONGITUDINAL_SECTION SCHEDULE
LINE 3 + TMCKNESS OF CONCRETE To FLOOR SUB
HORIZONTAL: 1:400 AND SIDE WALLS VARIES AS BELOW.
vOmncaL to

PIPE DIA 150 ~ 675

FLOOR SLAB ISO THICK. SIDE WALLS 150 THICK

PPE DIA 750 - 1050

VAL COUNCIL
2 ‘
2 NOV 2012

 

 

ULVERT OUTLET

OR USE IN STEEP AND
FONE TERRAN AND WH
LOCITY EXCEEDS 1.50 m/s

OR ScouUR
€ OUTLET

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

G {27.03.12 STORWKATER LONGSECTION AVENOED. Ss r=
F 1140612 LONGSECTIONS REVISED. PS
E [230212 ‘SW TREATMENT AMENDED SS ~
D [i6.ttt JODRESSING CQUNOL_FFL 8
C [02.03.10 ISSUE_FOR APPROVAL Ss [~
B [130810 ISSUE FOR APPROVAL mn
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Issel one BENSON Baw
APPROVED 2H | 1 SPICE CONSULTING
Lu 4 CONSTRUCTION HYDRAULICS CONSULTANTS}
D REYNOL Q 9072 jal 50.80% ae eeEeg 8° i.
jelephone
QBSA Facsimile 07 5445 3824 Fe |.
IRPEQ CERTIFICATION APPLIES FOR THE FOLLOWING 1124616 Email — [email protected] AHSCA
COMPONENTS: fue CONTRAST CONSTRUCTIONS P/L L
 WATERMAIN CONNECTION DAVID LOW WAY/GREBE
STREET WING LEVEL: AHO.
e SEWER LINE SMH3/1 - SMH1/1 STORMWATER LONGITUDINAL Scare:
® STORMWATER LINES SECTIONS DETETS Al— 1: ia
FI - SP1 A3— 1: =
Fl/2 - OUTLET PROIECT raTOS [ssue =
GPT - SW M/H - OUTLET ESSENCE MIXED USE APPROVAL G bs
C,P2 - SP2 DEVELOPMENT at DAVID LOW WAY 964. OP3

C,P1 - EX SW M/H

 

 

 

 

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SHEET: ge 4