16-001014-120(A)

 

ROOF SLAB FORMS
PART OF TRAFFICABLE
CONCRETE DRIVEWAY.
SURFACE FINISH TO
ARCHITECTS DETAILS
N12-200 f'c=S0MPa. RECCESS TYP. ACCESS

 

 

 

 

 

 

 

 

 

 

 

 

   

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

 

  

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
     
   

 

 

 

 

 

 
   
   
 

 

 

 

 

 

 

 

 

    
     

 

 

 

 

   

   

 

    

 

 

 

      

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

MIN. 3.0m LENGTH U-BAR 500 LEGS B HOLE INTO ROOF SLAB.
"5mm ete \ iz pSi3-36 1/N12. TRIMMER
REFER DETAIL ~| 150mm THICK CONCRETE PAVEMENT]| —_\- =a > [fisomm THICK CONCRETE PAVEMENT
(>) | TWIN 750 INLET o
PIPES 1.L.101.813 600% 3 MONTH LOW FLOW
2/4 TWIN 7500 = 44 L outer PIPE |.L. 101.793
g LL, 101813 <=
&
a
CN * | OUT/A TWIN 7500 HIGH a}.
YT — —. <=) FLOW PIPE IL. 101745, ale N12-150 EACH WAY
—— gh / oP AND BOTTOM
z IN BASE
<a — V0 6009 3 MONTH : =e . Ff =f —
LOW FLOW PIPE it. 1011793 — | s\<= | LS Sts —
LL. 10183 s ele
z
ane RZ 500 LAP
MIN. 3.0m LENGTH
125mm WIDE WEIR
RL.107.175
REFER DETAIL SECTION
SCALE (A3}:1:40 SS
1A - 3000 x 2500 3.00m
SCALE (A)
SCALE (A3): 1:40
NOTES
1. REFER DRG. 16-001014-119 FOR NOTES UN.O.
2. DESIGNED TO AS5100.2 W80 & A160 LOADS, & 25kPa,
N16-150 EACH RECCESS TYP. ACCESS
WAY BOTTOM HOLE INTO ROOF SLAB.
N12-150 EACH N12-150 U-BAR I/N12_ TRIMMER
z WAY TOP 500 LEGS
= N12-150 LIGS ADJACENT
a S1103.136> PENETRATION
THICK CONCRETE PAVEMEN ~~ 50mm THICK CONCRETE PAVEMENT 0s
150mm
3/N12 TOP 12 CENTRA NGED
Wi2-200 U-BAR ‘te BorToM Eine ea aRA STRUCTURAL CERTIFICATION
N12-200 HORIZONTAL 2/N16 BOTTOM 3) ||| = Nv2-300 cenTRaL STORMWATER DRAINAGE
EACH FACE CO oo S extra EwT0 |f4t{ 9 + STRUCTURE
SS malas \ ( \\\ ACCESS | [tye . 09.09.16
(TWIN 750% HIGH '\\ [TWIN 7506 HIGH \ \ PENETRATION. “UA TWIN 1500 S S -Date..09.09:
1/0 6006 3 MONTH | FLOW OUTLET |] |! FLOW OUTLET | } 4500 LONG iL tote = -RPEQ.
= LOW FLOW PIPE IL. 101.793 \ PIPES 1.L.101.745 / \ PIPES .L.101.745 / For & on Behalf of
‘ 7 \ | 4 Calibre Consulting (QLD) PTY LTD
= CRE NS CONCRETE WEIR DETAIL
= Bo Ht,
DILL F
300 250 TOE
25mm THICK 10 MPa SECTION (8) coG TYP.
BLINDING CONCRETE SCALE (AN: 1:20 (— J
SCALE (A3):1:40
N.S.C. REF NO. MCU15/0111 & REC15/0031
Tat [cats awe] ae GORE TETAS TECROFIN To Cian Sanaa
ae ay | T0636 AMENDMENT DETAILS a SURVEYOR: ML_SURVEYS PALM LAKE WORKS PT - a~ STORMWATER DRAINAGE
ATA ‘BF_| 07.09.16 J ISSUED FOR CONSTRUCTION - PENDING COUNCIL APPROVAL 78 Leybourne ptreet. Chelmer QLD 4068 wi Y LTD oR CONSULT AUSTRALIA RU
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ep 1 010 Ms, ‘ANDREW MCPHAIL RPEQ. 6921 PALM GARE RESORT calibre Pane ele nosed oan Rr
SIE 6-01 14 ‘ Teephone 07 3895 3444 Facimile 07 3895 3400 SSMBanY
sir FOR & ON BEHALF OF CALIBRE CONSULTING (QLD) PTY LTD STAGE 2 CONSULTING Biaben Cara aba Spy Sgn ico Te 16-001014-120 A