Engineering and survey plans · OPW20/0082

 

 

DRAWING SIZE — AS

 

4 — N12 HORIZONTAL

 

                

 

 

 
 

 

 

 

 

 

 

 

sg BARS, CONTINUOUS,
= 500 EQUALLY SPACED IN EDGE
THICKENING.
WATER LINE. ae —
250 NIN. YC
x POOL WALL
2 $12 @ 125 HoRZ
3 FULL PERIMETER I"
Zz 4
3 POOL WALL
s $12 @ 250 VERT
2 INNER FACE ‘ Mi
N16-250 (A) & (0) ; FACE
N12-250 (8) & oer (A) & (0) ke
st2-250 (C) Rag
OFFSET (8) & (C) Oy
BY 125 Y
G, at
we
FALL, FALL a,
3 : = eran
== ss,
gn \ek
2 sap 3/L11TM BOTTOM

 

 

 

 

| _____ SO0MM X SOOMM PIT FILLED WITH

10MM TO 20MM CRUSHED ROCK
FINES) FILTER MATERIAL.
WRAP IN GEOTEXTILE MEMBRANE.

HYDROSTATIC PRESSURE RELIEF
VALVE TO CURRENT AUSTRALIAN
STANDARD. SEALED AND BONDED TO
POOL FLOOR IN ACCORDANCE WITH
THE MAUFACTURERS SPECIFICATION.

250

200,

 

 

N12 TIES 250 CTRS 300
COGGED ENDS lA

450

 

  

 

KET MPICAL SECTION

(A. PB-01_~ POOL BASE BEAM

 

NDS UP 400mm INTO
POOL WALL

SCREW PIERS AS NOTED ON
PLAN, DESIGN BY SPECIALIST
CONTRACTOR.

 

 

SCREW PIERS AS NOTED ON
PLAN, DESIGN BY SPECIALIST
(NO CONTRACTOR.

100mm THICK COMPACTED 10MM

TO 20MM CLEAN CRUSHED ROCK
FILTER MEDIA.

TYPICAL SECTION ~ POOL

250 MIN.

N12 @ 200. CENTRES,
PLACED CENTRE.

 

 

200 MIN.

{SKIMMER BOX IN
ACCORDANCE WITH
AS1926

 

 

 

LOCATE SKIMMER BOX
SO FLAP FACES
PREVAILING WIND.

 

 

500

 

 

 

 

 

 

 

 

t— N12 @ 200MM CENTRES
AROUND SKIMMER BOX.
PLACED CENTRE.

 

 

   

“ TO FILTER
~~

SECTION
SKIMMER BOX DETAILS

 

 

 

 

THIS DRAWING AND ASSOCIATED DETAILS
MUST BE READ IN CONJUNCTION WITH THE
NOTES CONTAINED ON 29136-N.

 

 

General Notes :

— Pool to be constructed in accordance with AS 2783 and
council safety requirements.

— Concrete Strength Fc = 32MPa at 28 days (effective
cement content to be not less thon 280kq per m3) for
pools within 1km of large expanses of salt water such os
the sea (but pool not to be constructed in tidal splash
zones of salt water). Where pools are constructed more than
tkm from large expanses of salt water (such as the seo)
the concrete strength may be reduced to 25MPa.

— Admixtures to comply with AS1478

= Concrete slump 80mm.

— Concrete to be sprayed in a continuous operation ond
cured for 7 days minimum. This involves keeping the walls
‘and floor surface moist in an approved manner (ie. fog
spray) Alternatively the surface can be sprayed with confim
‘or equally approved additive,

= Rod concrete in walls to remove all air pockets (only
vibrate in tight corners).

— Do not use curing compounds which affect the bonding of
‘pplied coatings.

— Reinforcement — Unless noted otherwise reinforcement to
be grade 250 S bars.

Reinforcement — minimum cover 70mm +5/—Omm

— Reinforcement laps 500mm for S bars.

— All reinforcement bars to be continuous around all corners
‘and curves and shall be lapped U
Minimum stripping and/ or backfiling time is 14 days.

— The final pool shape and layout should be approved by
the engineer prior to commencement of works.

— The reinforcement and associated metal components are
to be electrically bonded (isolated) by a registered Electrician
in accordance with current regulations & gu
— All fences ond gates surrounding pool area shall be in
accordance AS1926.

— The pool excavation shall in no way undermine any
adjacent structures or services (Refer to critical line diagram
provided). The pool contractor/builder is responsible for
obtaining all relevant levels and positions of adjacent
structures prior to commencing work.

 

 

 

  

 

 

 

 

 
 

 

 

 

 

 

 

Revision | Description Date

Issue: PRELIMINARY
C) ste

Title: POOL DETAILS

      

Unit 1/11 Project Ave,
Noosa Heads

Ph (07) 5455 5604
[email protected]

web:www.sog-engineers,com

 

Project The Cove, Noosa
28 Park Road, Noosa Heads

 

Date: Aug 2019 | Drg No. 29136-PD1.2