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Approval Plans OPW16-0203.01 pdf

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Plans and drawings

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          -
  NOOSA COUNCIL
  APPROVED PLAN
OPW16/0203 5 DEC 2016


[OCR of page images]
 

  

 

 

 

MIN. 3.0m LENGTH
125mm WIDE WEIR
RL.107.175

REFER DETAIL ~]

  

2/4 TWIN 7506
LL. 101.813

    

 

P

 

 

 

 

 

  

 

  

N12-200
U-BAR 500 LEGS

ROOF SLAB FORMS
PART OF TRAFFICABLE
CONCRETE DRIVEWAY.
SURFACE FINISH TO
ARCHITECTS DETAILS
f'c=S0MPa.

n>
Ra
iS
=
2

NOOSA COUNCIL
APPROVED PLAN
OPW16/0203 5 DEC 2016

 

 

RECCESS TYP. ACCESS
HOLE INTO ROOF SLAB.

1/N12_ TRIMMER

 

150mm THICK CONCRETE PAVEMENT

preps

 

 

 

 

 

 

 

> fiSomm THICK CONCRETE PAVEMENT

 

 

TWIN 750@ INLET
PIPES 1.L.101.813

 

OUT/A TWIN 7500 HIGH
FLOW PIPE LL. 101.745

 

 

 

 

| 8008 3 MONTH LOW FLOW
OUTLET PIPE |.L. 101.793

 

 

= N12-150 EACH WAY
wa TOP AND BOTTOM
IN BASE

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

    
   

       
    

     
  

     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
   
   
 

 

 

 

  

 

 

 

zZ a
_ 1/0 6006 3 MONTH = a-tk— -f-=f I
LOW FLOW PIPE iL autos g | [eee . oe _—
a LL. 10183 s ele
z
an RZ 500 LAP
MIN. 3.0m LENGTH
125mm WIDE WEIR
RL.107.175
REFER DETAIL SECTION
SCALE (Nl: 1:20
SCALE (A3):1:40
1A - 3000 x 2500 3.00m
SCALE (AN: 120
SCALE (A3): 1:40
NOTES
1. REFER DRG. 16-001014-119 FOR NOTES U.N.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 4/N12. TRIMMER
z WAY TOP. 500 LEGS
= N12-150 LIGS ADJACENT
a SL103.36>\ PENETRATION
CRETE PAVEMEN ~~ 50mm THICK CONCRETE PAVEMENT 1s
150mm THICK CON
3/N12 TOP 3/N12 CENTRAL ARRANGED
N12-200 U-BAR Na ynte BoTToM EVENLY AS SHOWN STRUCTURAL CERTIFICATION
N12-200 HORIZONTAL 2ynig BoTToM LE} 3] ||.|_ = Ni2-300 CENTRAL STORMWATER DRAINAGE
EACH FACE CO oo extra EwT0 |F4t{ 29 + STRUCTURE
Tn CH \ / \\ ACCESS TYP. ° 09.09.16
/ TWIN 750@ HIGH \ (TWIN 750% HIGH \ \ PENETRATION. “UA TWIN 1500 Ss Date..09.09:
1/0 6000 3 MONTH | FLOW OUTLET }]} [! FLOW OUTLET |} 1500 LONG iL tote —~ -RPEQ.
LOW FLOW PIPE IL. 101.793 \ PIPES 1.L.109.745 / f \\ PIPES I.L.101.745 / _ For & on Behalf of
. 7 | 4 Calibre Consulting (QLD) PTY LTD
SEE SS 5 CONCRETE WEIR DETAIL
< = fo > —}. |
TILL #
300 250 TOE
25mm THICK 10 MPa SECTION (B\ CoG TYP.
BLINDING CONCRETE SCALE (Ail: 1:20 \— 7

SCALE (A3):1:40

N.S.C. REF NO. MCU15/0111 & REC15/0031

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

= aumowei oevane Denon ovo ESTEE werortawe “SURVEYOR: ML_SURVEYS a : om STORMWATER DRAINAGE

AG TSSUED FOR CONSTRUCTION ~ PENGNG COONGL APPROVAL no oan os cen Hoo thts ee SAreeh, Chetan OLD e068 PALM LAKE WORKS PTY LTD . = CONSULT AUSTRALIA STRUCTURE DETAILS

5 PROJECT Ko. “APPROVED , A J]

i Ez +40 a3 teeta Ms avoxeu mean grea oot PALM GARE RESORT calibre cea os gat =n SHEET 2 OF 2 =
i FOR & ON BEMALF OF CALIBRE CONSULTING (QLD) PTY LTD STAGE 2 CONSULTING tate rors eam os ga stan Soe 16-001014-120 A

 

 

 

 

 
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