Dennis - Plans · OPW13/0583

 

DATE PLOTTED: 15 May 2013 3:03 PM BY : JOSEPH MENKENS (SUNSHINE COAST)

NACADI204161-S001.dwo

 

     
   
  
   

 
   
  
 

  
  
  
    
  
      

   
 
       

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Z \ Concrete Plat \ poof F j +
CaN Zhy Flook oncre: O.iKick } / / ANTI SLIP GROOVES, 40w x 20d AT 150crs.
f ap orachang, 350_thic Cone Wy / 7 CHEVRON PATTEN ABQUT SLAB CENTRELINE.
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fern wa — i ja ,
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Vos = Gon a Wi
NEW DRIVEWAY/PAVING BY

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—
0d x rte EDGE THCREING \ 1 2.00
4 \
a . ig | \ \ \
PROPOSED BOAT RAMP %
Block Wall
NEW BLOCKWORK PROPERTY _
SITE PLAN BOUNDARY FENCE BY OTHERS. Ink Mark on ny 1 a Ke
——_—_—— DI 2978
SCALE @ A11200
SCALE @ A3 1400 BOAT RAMP PLAN
DANLEY 'RIP-A-STRIP’ CAPPING OR
. SCALE @ At 150
REMOVEABLE BLOCK TYPE CAP!
PROVIDE ADDITIONAL BAR CHAIRS TO SLAB St FO = ee SCALE @ A3 1100
MESH TO PREVENT MOVEMENT OF DOWELS : 8.00 7 8.00 200
CAUSED BY TRAMPLING. ALTERNATIVELY, LONGITUDINAL MESH WIRES oo!
CUT MESH TO CLEAR OOWELS. MUST BE PARALLEL TO JOINT \ EXISTING SURFACE LEVEL.
MESHASSPECFIED. = rststact: ke OO OTT [ 40mm SIKAFLEX JOINT SEALANT, WITH
aa ‘150mm THICK CONCRETE SLAB, WITH 12-450 SS. (316L GRADE] DOWEL BARS,
3 REVETMENT WALL SL92 MESH, PLACED CENTRALLY. 300mm EACH WAY.
* te NEW DRIVEWAY/PAVING RL 0.916 GRADE 60/20 EXPOSURE. (80mm
= | BY OTHERS. —~ SLUMP & 20mm AGG, SIZE.] TYPICAL.
= a 450mm THICK CONCRETE SLAB, WITH con
= SL92 MESH, PLACED CENTRALLY. - 86
GRADE 40/20 EXPOSURE. (80mm : . me MHWST 0.350 y
"DANLEY' 16mm x 400 LONG H.0.G. eae ase AGG. SIZE)TYPICAL, A SSS
PROVIDE 200 LONG ‘DANLEY' SQUARE DOWELS AT 450 CRS ~~ ne =——-
DOWELMASTER RECTANGULAR ay Gaaeeaivervvony EXISTING REVETHET WA een
SLEEVES TO DOWELS. FIX FREE 600d x 150w EDGE
END WITH STAKE & WEDGE. ‘All ‘Danley’ proprietary items to be SECTION LA» THICKENING 150mm THICK PRE-CAST CONCRETE SLAB,

installed in strict accordance with WITH SL92 MESH, PLACED CENTRALLY.

manufacturers specifications. GRADE 40/20 EXPOSURE. (80mm SLUNP &

‘Danley’ code: KJ/0N150/16/200 20mm AGG. SIZE.) TYPICAL.

TYPICAL DANLEY 'DOWELMASTER’ &
KEY_JOINT DETAIL ‘DMKJ"

 

 

 

 

 

 

 

    

 

 

 

 

 

 

   
 

 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

XREF’s: X-204161-SURVEY; X-TITLE BORDER; X-ARCH

CAD FILE: P\204100 misc\204161 49 wyune drive,

 

10 at At 2.06
420 at A
_— 150mm THICK CONCRETE SLAB, WITH SL9Z
@ @ w MESH, PLACED CENTRALLY.
S.: S GRADE 40/20 EXPOSURE. (80mm SLUMP &
5 2g SIDES SHALL BE TAPERED TO PREVENT
258 lt Biche SPALLING ON REMOVAL OF FORMS.
Soa
Sol 4 {30 15x15 FLEXIBLE SEALANT. g =
3
{0mm x 150 SQUARE HOT DIP s
GALVANISED "DANLEY™ DIAMOND SECTION a
WRePAPAie L DOWELS AT 450 CRS. INSTALLED IN erate at - a
\ ACCORDANCE WITH MANUF. SPEC. _
To JOINT. ANTI SLIP GROOVES
v SCALE #40 - Al
—--—-—— = of it] - 2.86 SCALE 120 - AJ
" —— 150mm THICK CONCRETE SLAB, WITH SL9Z
aaa -_ di MESH, PLACED CENTRALLY.
- 3 GRADE 40/20 EXPOSURE. [80mm SLUMP &
20mm AGG. SIZE.} TYPICAL.
NON COMPRESSIBLE "DANLEY™ SLAB AS SPECIFIED. GENERAL NOTES (MARINE EXPOSURE)
DIAMOND DOWEL SLEEVES AT 0.2mm VAPOUR BARRIER OVER IZ 1 CONCRETE N&O/20, 60mm SLUMP.
450 CRS, CENTRALLY LOCATED. COMPACTED CBR&S BASE COURSE. LAPS, SLAB 225mm, WALL & FOOTING SOOMM,
COVER, SLAB S5mm, FOOTINGS 65mm, WALL 65MM.
TYPICAL DIAMOND DOWEL JOINT SECTION
SCALE 120- AI
DETAIL (ODJ Sale aha
SCALE 1:10 - At
SCALE 120 - A3
Primencens [GRANT DENNIS
© Cardno Limited Af Rights Reserved. Cardno’ w= Date
‘This document is produced by Cardino Limited solely Shaping the ‘A. RECKENTIN _|49 WYUNA DRIVE, NOOSAVILLE Status WORK IN PROGRESS
for the benef of aed use by the cet in accordance ey ne vas a = Designed Dae | STRUCTURAL WORKS FOR DESIGN DEVELOPMENT PURPOSES ONLY
‘with the terms of the retainer. Cardno Limited does not ‘Cando (Q) A. RECKENTIN 7
‘and shall not assume any responsibilty or lability ‘Sunshine Coast Office aiken aa PROPOSED BOAT RAMP pa 2 Pe aon igs — haa Fi
‘whatsoever to any third party arising out of any use or Level 1, @ Maud Street, Maroochydore, Qld 4558 6. TAMBLYN 7 Y 05.
74052013 | FORAPPROVAL ISSUE im, | AR_| GGT. fellance by third party on the conters of ia = Email: sega ae fae wore cardinicomaut approved Dare | non an
ao Deamon Bex vere LAped : ; wm SEE FORM 15 ‘JBOAT RAMP LAYOUT, SECTION & DETAILS "304161-S001