Approved Plans · OPW13/0583

                         3.6




SUNSHINE COAST REGIONAL COUNCIL

        APPROVED
 OPW       13/0583   20 Nov 2013


[OCR of page images]
 

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

NACADI204161-S001.dwo

 

     
   
  
   

 
   
  
 

  
  
  
    
  
      

   
 
       

st jeuvey \ , , por :
vr 3 3 tof \
| \ > £ i \
\ ; s
ZN ZhY Flook Concrete ae ; / / ANTI SLIP GROOVES, 40w x 20d AT 150crs.
ap orachang, 350. thic Cone Wy / 7 CHEVRON PATTEN ABQUT SLAB CENTRELINE.
7 v ‘ O / 7 1 1 \
fern wa — i ja ,
ma ac \ sg f
od = Gon a Lio
NEW DRIVEWAY/PAVING BY

OTHERS.

 

 

 

 

 

 

 

 

  
  
 
 
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 
   
   
 
 
 

 

   
  
  
 

    
 

 

 

    
  
   
  

      
  

  
  

 

 
  
  
   
  

 

 

 

 

 

ie We
"
'
ut -
- —
+
0d x rte EOGE THCREING \ 1 2.00
1 \
a . ig | \ \ \
PROPOSED BOAT RAMP o
Block Wall
NEW BLOCKWORK PROPERTY __
SITE PLAN BOUNDARY FENCE BY OTHERS. Ink Mark on ny 1 i Ke
——_—_—— DI 2978
SCALE @ A1 1200
SCALE @ A3 1400 BOAT RAMP PLAN
DANLEY ‘RIP-A-STRIP" CAPPING OR
- SCALE @ At 150
REMOVEABLE BLOCK TYPI
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.
MESHASSPECRIED. = rststact: ke OO OTT [ 40mm SIKAFLEX JOINT SEALANT, WITH
SLAB RL. Lite 450mm THICK CONCRETE SLAB, WITH 12-450 §S, (3161, 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 Te
"=n 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 180w 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"

 

 

 

 

 

 

 

    

 

 

 

 

‘E10 at AT 2.06
4:20 at AZ
-— 150mm THICK CONCRETE SLAB, WITH SL9Z
= @ w MESH, PLACED CENTRALLY.
= = . (801

= gS ° eA mm SLUMP & SIDES SHALL BE TAPERED TO PREVENT
282 ~ SPALLING ON REMOVAL OF FORMS.
SoS
Sol 4 {30 15x15 FLEXIBLE SEALANT. a

 

 

 

SUNSHINE COAST REGIONAL COUNCIL

 

| 0.60
—

 

10mm x 150 SQUARE HOT DIP SECTION (B lI a
GALVANISED "DANLEY™ DIAMOND a
LONGITUDINAL “\ DOWELS AT 650 CRS, INSTALLED IN 0.15 Sac AS Ye

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

WIRE PARALLEL ACCORDANCE WITH MANUF. SPEC. H
Ta Ja. ANTI SLIP GROOVES APPROVED
v SCALE 110 - At
aL SSS = of it] - 2.86 SCALE 1:20 ~ A
" _—— 150mm THICK CONCRETE SLAB, WITH SL9Z OPW 13/0583 20 Nov 2012
—" = a MESH, PLACED CENTRALLY.
s 3 GRADE 60/20 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 IE 1 CONCRETE N&0/20, 80mm SLUMP.
450 CRS, CENTRALLY LOCATED. COMPACTED CBR4S BASE COURSE. 2 LAPS, SLAB 225mm, WALL & FOOTING 500MM.
COVER, SLAB S5mm, FOOTINGS 65mm, WALL 65MM.

 

 

 

 

TYPICAL DIAMOND DOWEL JOINT SECTION
ET AEC ©

SCALE 1:10 - At

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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

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

 

 

 

 

 

 

 

 

 

 

SCALE 1:20 - AZ
PPimenkens "GRANT DENNIS
© Carino Limited At Rights Reserved. Cardno’ j= Date
‘This document is produced by Cardino Limited solely Shaping the ‘A. RECKENTIN _|49 WYUNA DRIVE, NOOSAVILLE Status WORK IN PROGRESS
for the benefit of and use by the cfert in accordance ey area a Designed, Date] STRUCTURAL WORKS FOR DESIGN DEVELOPMENT PURPOSES ONLY
‘with the terms of the retainer. Cardno Limited does not ‘Carino (Qh A. RE( IN d
ase atatnetaseune ry reoponedzMy or lnbiy ‘Sunshine Coast Office aiken {CKENTI 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, Old 4558 6. TAMBLYN 7 Y .05.
14.05.2013 | FORAPPROVAL ISSUE JM | AR_| GGT. penance by ted pas cathe SS ace ecame Email: as ike warwscandteccomau rapproved Date 4: non an
ao Deamon Bex vere LAped : ; ; SEE FORM 15 ‘JBOAT RAMP LAYOUT, SECTION & DETAILS "304161-S001