Approved Plans · OPW11/0335

        

SURCHARGE PIT SP2 IN
BO-PETENTION BASIN
Clo

4.200 | 3.675 | 0.525 |®
3a00 3475 0375

0.000
3180

CHARAGE

STORMWATER LONGITUDINAL SECTION

3.800 | 3.175 | 0.625

0,000

 

STORMWATER LONGITUDINAL SECTION LINE 5S

 

 

HORZONTAL: 1:409
LINE 4 VERTICAL: 1:40
HORIZONTAL: 1:409
VERTICAL: 1:40

DISCHARGE OVER STONE
PITCHED SPILL WAY (ACCESS
ROAD) VA CONCRETE HEADWAL
GRADNG INTO BORETENTION
BASIN CIb,

49.446 3.675 3.050 0.625

 

 

APPROVED Jie, 2
RPE

D REYNOLD Q 9072

 

RPEQ CERTIFICATION APPLIES FOR THE FOLLOWING
COMPONENTS:
le = WATERMAIN CONNECTION DAVID LOW WAY/GREBE
STREET
SEWER LINE SMH3/1 - SMH1/1
le ~~ STORMWATER LINES
Fit -SP1
Fi/2 - OUTLET
GPT - SW MH - OUTLET
C,P2 - SP2
C,P1 - EX SW MH

oaruy

 

 

a

0.000

7.750 | 6.940 | 0.61

0.000

52.680 | 9.550 | 6.250 | 3.300

 

SUNSHINE COAST REGIONAL GOUNGIL |
APPROVED

witos 3s

SEWER LONGITUDINAL SECTION

HORZONTAL: 1:40
VERTICAL: 1:40

   
  
       

EXISTING RETANNG
wal

e180 suupuep — st 8.500

WERSZNG PENETRATION BY
150mm é& FILL WITH FLEXIBLE
SEAL.

S159

e150 HB
© 7815

 

rlniaae To svt

HCB_ DETAIL

SCALE: 125

2 NOV 2012

 

124.297 4.100 3.350 0.750

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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rene CONTRAST CONSTRUCTIONS P/L =
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STORMWATER & SEWER LONGITUDINAL :
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