Plans - Revetment Wall Landings - 44 Noosa Pde Noosa Heads · OPW19/0227

 

BUILDING PERMIT

 

DRAWING SIZE — A3

R12 GALV DOWELS 300(L)
EPOXY GROUTED 150 INTO
EXISTING SLAB EDGE. 1800

“2

FOR SLAB

 

 

REFER PLAN
REINFORCEMENT

   

(1/Nt6 x 400(t)
DOWEL)

 

  

PROVIDE BACK PROPPING TO
BLOCKWALLS DURING UNDER
‘SLAB FILLING & COMPACTION

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a Sa oo) ql

 

 

 

 

 

 

 

 

 

 

 

 

 

 

VAPOUR BARRIER
A SEES
APPROVED FILL MATERIAL CANTILEVER
AND COMPACTION.
EXISTING STRUCTURE
SHOWN HATCHED
190 BLOCK ~ N20
VERTICALLY SET FOAM CONPACTED GROUT
VO FORMER To N16~400 V.
ENGINEERS APPROVAL NI2—400 H.
on WATERPROOFED
SCREW PIERS AS NOTED were

PLAN, DESIGN BY SPECIALIST
CONTRACTOR.

ONE WAY FROG FLAPS FOR REAR
OF WALL DRAINAGE OUTLETS

 

 

 

 
  

TYPICAL SECTION

 

THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH
THE NOTES CONTAINED ON 29053-N.

 

 

 

|

 

    

 

EXISTING REVETMENT WALL
BOULDERS TO BE REMOVED FOR

—\, CONCRETE STRIP POUR, REPLACE
2 \\ AGAINST FOOTING AND WALL

 

 

 

 

 

 

450

FOOTING BEAM

 

 

 

ee ~\, BASE FOR LATERAL RESTRAINT

      

— 6/N12 TOP & BOT. 7

N12 LIGS-450. /
SZ -™~ fo '

 

   

RETAINING WALL BARS
COGGED 400 INTO SLAB

200MM FREE DRAINING BACKFILL
‘WIH AGI PIPE TO OUTLET.

Lt

CLEAN-OUT
BLOCK C3

a

LONGITUDINAL BARS
N12-400

   

THIS DOCUMENT FORMS PARTOF
BUILDING APPROVAL NO:

20197461

WPURE

BUILDING APPROVALS
"|

 

 

 

   

 

 

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190 HOLLOW BLOCK —
GROUT FILLED CORE N20
¢~  COMPACTED CONCRETE.

N12-400 VERT.
‘N12-400 HORIZ.
PLACED CENTRE
OF WALL.

 

 

H = MAX RETAINING HEIGHT,

 

 

 

 

 

 

 

600 LAP.

Natural Ground
TAS

 

 

 

 

N12 VERTS 400 CTRS,
COGGED ENDS.

 

 

 

g

 

 

 

ALT T & B.
— R6 UGS 900 CTRS

 

 

 

N12-400 —

 

 

 

 

RW-02) ~ RETAINING WALL
TYPICAL SECTION

 

 

 

Revision | Description Date

 

 

'Ssue: CONSTRUCTION

 

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604

Ose

DEBULD TA

 

Title: FOOTING AND SLAB DETAILS

Project 44 Noosa Pde
Noosa Heads

 

 

 

Date: April 2019 | Drg No. 29053-S2.1 |"