Whyte J831-02B · OPW13/0816

 

 

No. 25 DOLPHIN CRESCENT WEYBA CREEK

 

    

EXISTING TEMPORARY SPRAYED
CONCRETE EMBANKMENT

WATER LEVEL DURING SURVEY (0.200 AHD)

 

  
  

No. 25 DOLPHIN CRESCEN

PROPERTY BOUNDARY

 

SECTION /A \ EXISTING

1:50

| WEYBA CREEK

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1.60 AHD
XAMYQNSSK
1.0m
(MIN)
] HAT (0.560 AHD)
WATER LEVEL DURING SURVEY (0.200 AHD)
2.0
LAT (-420 AHD)
1.0
WRX ROCK LAYER - STAGE 2
SCREW PILES AT 3000 MAX CS. — (500 NOMINAL)
(DESIGN AND CONSTRUCT BY GEOFABRIC - STAGE 2
OTHERS) a
.
Ss
C{Fo GEOFABRIC- STAGE 1 N
4 ROCK LAYER - STAGE 1 ——
Zz (150-250 NOMINAL) /
Ss.
9°
a
§
a SECTION /A \ PROPOSED
ira
o

1:100 Lt)

 

 

 

1600

 

 

 

 

     
 

 

 

 

 

 

 

 

300

 

 

 

 

   

 

 

>
x
<
a
z
5
O°,
a
150 MIN.
KEY INTO EXISTING REVETMENT
WALL EACH END. COAT
40 COVER ‘ INTERFACE WITH BOND
BREAKER AND SEAL FACES
J 1.60 AHD
i
N
; N12 @ 200
[7 . Lm N12 @ 200
—COMPACTED FILL ——J,." | Cn
tt
a — » 9
CLEAN FREE- DRAINING pe gy
AGGREGATE poo.
GEOFABRIC i DN50 OUTLET DRAIN
(TERRAFIX SP360 mS AT 3000 MAX CS.
OR EQUIVALENT) Leos
> 50 GEOFABRIC (TERRAFIX
Ww SUBSOIL DRAIN hots SP360 OR EQUIVALENT)
9° ‘ q
3 Joe! ROCK
t+ -
:
rOd
So
5

 

@16 x 500 BAR.
TYPICAL

 

 

1000 NOM.

   

 

 

 

 

 

 

 

 

REVETMENT WALL DETAIL

 

1:20

 

CONCRETE
STRENGTH - 40 MPa
SLUMP - 80mm

 

 

 

SCREWPILES AT 3000 MAX CS.
(DESIGN AND CONSTRUCT BY
OTHERS)

 

G & K WHYTE
PROPOSED
OPERATIONAL WORKS
ADJACENT TO No.25
DOLPHIN CRESCENT
NOOSAVILLE

 

Ni Norden

Engineering
EF

Structural / Civil Design Engineers

Suite 16 ‘Tewantin Plaza"
Poinciana Avenue / PO Box 205
Tewantin Q 4565

Ph: 07 54497137 Fax: 07 54497172
Email: [email protected]

 

 

DRAWN DATE
A.GUNN OCTOBER 2013
SCALE DESIGNED
AS SHOWN :
CPEng, MIEAust, RPEQ.

 

 

ISSUE

WORKING DRG

 

 

DRG NO. AMENDMENT

J831-02 | B