6. Attachment C - Engineering (incl Driveway detail)

ARTICULATION NOTES

 

NOTE: SITE HAS BEEN ASSESSED AS A CLASS 'P’

SITE DUE TO THE PRESENCE OF FILL MATERIAL.
LOT 114 ON RP132135,

THE SITE PLUMBING IS TO BE PROVIDED WITH
SWIVEL JOINTS, 'EXPANDA’ JOINTS AND 40mm
LAGGING AS PER THE PLUMBING REQUIREMENTS
CONTAINED IN THE GLOBAL TESTING SOIL
INVESTIGATION REPORT. THESE DETAILS HAVE
BEEN INCLUDED ON OUR DRAWING FOR YOUR
INFORMATION.-

DRAWING 19544-S11.

ALL PLUMBING WORK IS TO BE IN ACCORDANCE
WITH AS2870 AND AS/NZS-3500.

 

 

GROUND

LEGEND

(EPJ)

SLAB PENETRATIONS IN TO SATISFY

fr PROTECTION REQUIREMENTS.

 

SURFACE FALL
4:20 MIN
<= VA

a7.

Pweg (AN qe

 

 

  

DETAILS AND SPECIAL REQUIREMENTS
FOR SUPPORT AND/OR PROVISIONS OF
ARTICULATION IN PIPE WORK FOR ALL (SWJ)

(EPJ) * UNDER SLAB DRAINAGE IS ONLY

REQUIRED WHERE SPECIFIED BY THE
DESIGN ENGINEER FOR THE RELEVANT

SITE CLASSIFICATION AND/OR AS

REQUIRED BY AS 3500 or AS 2870. (cp)

(EP J) FOR SLABS SUPPORTED ON PIERS PROVIDE
STANLESS STEEL SUSPENSION STRAPS FROM

SELECTED IN-LINE ‘EXPANDA’ JOINT OR
OTHER APPROVED JOINT LUBRICATED
WRAPPED IN 2 LAYERS OF 200 MICRON
POLYTHENE AND SEALED WITH PRESSURE
SENSITIVE TAPE TO EXCLUDE SOIL
PARTICLES, INSTALLED TO MANUFACTURERS
SPECIFICATIONS.

SELECTED IN-LINE SWIVEL JOINT OR OTHER
APPROVED FLEXIBLE FITTING INSTALLED TO
MANUFACTURERS SPECIFICATIONS.

COMPACTED CLAY PLUMBING TRENCH PLUG
TO STOP MOISTURE ENTERING UNDER THE
HOUSE SLAB.

BACKFILL WITH COMPACTED CLAY
SOILS OR EQUIVALENT TO FORM
IMPERMEABLE LAYER TO ALL
TRENCHES WITHIN 1500mm OF

)

 

300 MIN

 

BACKFILL DEPTH

NATURAL SURFACE,

 

 

aI

APPROVED BEDDING MATERIALS
TO APPROPRIATE COVER.

 

 

 

P Weovedd__

PETER RIENECKER - RPEQ 2088

 

 

 

 

GROUND 75mm ABOVE FINISHED

SURFACE FALL GROUND MN il
1:20 Mi

mM i

ADDITIONAL LAGGING TO _/

ORG. OR SLEEVE

 

REFER LEGEND.

 

   
   
   

PIPE FROM
FIXTURE,

 

Lj NL sscie OR SLEEVE

REFER LEGEND.

Nt2 COGGED DOWEL BARS, IF
NOT POURED MONOLITHIC
WITH FOOTINGS.

 

 

 

 

 

 

CONCRETE-ENCASED 0,R.G.
POURED IN-SITU/MONOLITHIC
WITH FOOTINGS.

TYPICAL SECTION AT 0.R.G. 10 PREVENT

 

SHEAR _AT FOOTING FACE DETAIL

NTS.
STORMWATER DOWNPIPE.

FLEXIBLE JOINT BETWEEN
SLAB AND WALL.

GRATED DRAIN.

CONCRETE SURFACE
FALL 1:20 MIN <——

 

INGROUND _PIPEWORK

(EP J)

LAGGING OR SLEEVE
REFER LEGEND.

SLAB MESH TO UNDERSLAB DRAINAGE. O
(SWL) SEWER MAIN OR BRANCH LINE. <7——~tiay tug ro runt ots
TYPICAL UNDER SLAB-EDGE BEAM/WAFFLE POD DETAIL OF BEDDING AT FOOTNG
NAS. 1.0. INSPECTION OPENING TO SURFACE. WIOTH VARIES ZONE,
LAGGING MINIMUM LAGGING THICKNESS, 20mm FOR
SUREACE FALL po CLASS M SITES AND 40mm FOR CLASS H TYPICAL TRENCH DETAIL
120 MN & E SITES, Ms.

    

 

4
+

 

 
  

N

‘tom Max]

 

 

t—LAGGING OR SLEEVE

 

MINIMUM 15°

 

 

(EPJ)

wid

BENDS, TYPICAL

  

 

REFER LEGEND.
‘1.

TYPICAL PIPE THROUGH FOOTING DETAIL 2

NTS.

 

TYPICAL CONNECTION FROM PIPE WORK TO BRANCH LINE DETAIL 8.

  

 

PROVIDE VISUAL SPACE TO
COMPLY WITH AS 3660.1.

 

 

 

 

  
 
    
 
 
 
  

 

SLAB TO BE TIED BACK TO THE
BUILDING TO MINIMISE FORCES ON
PIPEWORK WHERE SPECIFIED BY
ENGINEER,

DOWNPIPE TO GRATED DRAIN DETAIL

NLS.

NS. 9.
STORMWATER DOWNPIPE. PROVIDE VISUAL SPACE TO 10.
SLEEVED OR EXPANDA JOINT COMPLY WITH AS 36604.
WITH A MINIMUM OVERLAP OF
150mm MINIMUM AS SHOWN. Lt 4
GROUND ‘
SURFACE FALL + 1
4:20 MIN :
=
(1
STORMWATER
DRAINAGE PIPE. B
y u
ALLOW PIPE WORK TO MOVE
VERTICALLY INDEPENDENT OF
BUILDING FOOTINGS. 15.
16.
TYPICAL STORM WATER DETAIL (ALTERNATIVE) 1

PLUMBING

  
   
  
 

 

 

 

 
    
 
 
 
  

 

 

 

MIS.

REQUIREMENTS

 

 

 

GUIDELINES FOR DRAINAGE INSTALLATIONS

NOTES: THE FOLLOWING NOTES AND DETAILS PROVIDED ARE A GUIDE ONLY FOR ARTICULATION OF SANITARY PLUMBING,
DRAINAGE AND SHOULD BE READ IN CONJUNCTION WITH AS/NZ3500, AS2870 AND ANY OTHER RELEVANT STANDARD AND
OTHER REQUIREMENTS OF THE NATIONAL CONSTRUCTION CODE.

ALL DRAINS INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (Eg. M, H, £ AND P SITES) OR WATER
CHARGED AND WHERE SOIL MOVEMENT MAY EFFECT THE PERFORMANCE OF ANY DRAIN, A CERTIFIED PLAN AND
SPECIFICATION SHOULD BE PROVIDED BY AN APPROPRIATELY QUALIFIED PERSON. WHEN A COMPLIANCE PERMIT AND
ASSESSMENT IS REQUIRED BY THE LOCAL AUTHORITY, A SOIL REPORT AND ALL CALCULATIONS SHOWING PROPOSED
METHOD TO PROTECT THE DRAINAGE FROM POTENTIAL GROUND MOVEMENTS MAY BE REQUIRED.

ALL SEWER AND STORMWATER TO BE CONSTRUCTED IN ACCORDANCE WITH AS/NZS 3500 AND THE REQUIREMENTS
OF AS2870 SECTION 5: CLAUSE 5.5 & SECTION 6: CLAUSE 6.6, ARTICULATION AND EXPANSION JOINTS ARE 10 BE
PROVIDED TO ACCOMMODATE MOVEMENT IN ALL PIPE WORK WITHIN 3 METRES OF THE DWELLING AND COMPLY
AS1260.

PLUMBING AND DRAINAGE UNDER THE SLAB SHOULD BE AVOIDED WHERE PRACTICAL (REFER AS/NZS 3500 CLAUSE
410).

GRADES IN PIPE WORK ON M, H AND P SITES SHOULD HAVE A MINIMUM GRADE OF 1:30 WITHIN 15 METRES OF
THE BUILDING AND 1:50 ELSEWHERE. GRADES IN FLEXIBLE FITTINGS TO BE SET AT THE MINIMUM GRADE.

ALL EXPANSION AND ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS. ALL JOINTS TO BE SET MID POINT SO AS TO ALLOW FOR MAXIMUM IN EITHER DIRECTION.
“SWIVEL JOINTS’ SHOULD NOT BE USED AS A BEND TO ACHIEVE CORRECT FALLS. THE JOINTS BE SET IN A
STRAIGHT LINE OF THE DRAIN TO ALLOW MAXIMUM (+) OR (-) MOVEMENT. A MINIMUM 15° BEND TO BE INSTALLED
BEFORE SWIVEL JOINTS TO ACHIEVE MINIMUM GRADES FROM THE FACE OF THE FOOTINGS.

DETAIL AND SUPPORT OF TRAPS AT THE O.R.G. TO BE CONSIDERED ON SITE, TO ALLOW FOR POTENTIAL
MOVEMENTS INCLUDING ISOLATION AND ARTICULATION ASSOCIATED WITH PATHS AND PAVEMENTS. THE 0.R.G. SHOULD
BE CAST IN CONCRETE MONOLITHICALLY WITH THE FOOTING SYSTEM ON CLASS H AND E SITES.

ALL PVC PIPE WORK PASSING THROUGH CONCRETE MUST HAVE 25mm LAGGING.

STORMWATER SYSTEMS THAT COLLECT ROOF WATER AND SURFACE WATER ARE REQUIRED 10 BE DESIGNED AND
CONSTRUCTED IN ACCORDANCE WITH AS/NZS 3500 PART 5.

THE USE OF CORRUGATED FLEXIBLE PVC PIPE PRODUCTS IS NOT PERMITTED ON CLASS H AND E SITES AS THEY
ARE NOT ABLE TO EXPAND LONGITUDINALLY TO ACCOMMODATE POTENTIAL VERTICAL AND LATERAL MOVEMENTS AT
THE SLAB OR FOOTING EDGE.

ALL JOINTS IN STORMWATER PIPES WITHIN 3,0 METRES OF THE HOUSE UNDER CONSTRUCTION SHOULD BE
ARTICULATED TO ACCOMMODATE GROUND MOVEMENTS WITHOUT LEAKAGE.

SEPTIC TANKS AND ASSOCIATED SOAKAGE AREAS SHOULD BE LOCATED TO MINIMISE SOIL MOISTURE INCREASES
WITHIN THE FOUNDATION JOINTS IN PLUMBING PIPES WITHIN 3 METRES OF THE HOUSE UNDER CONSTRUCTION SHOULD
BE ARTICULATED TO ACCOMMODATE GROUND MOVEMENTS WITHOUT LEAKAGE. SEPTIC TANKS IN PARTICULAR
REQUIRE CAREFUL DETAILING.

ALL PIPEWORK INCLUDING STORMWATER FITTINGS AND ADAPTERS SHOULD BE PROTECTED FROM MECHANICAL
DAMAGE.

TERMITE PROTECTION IS TO BE IN ACCORDANCE AS3660 AND IS NOT SHOWN ON THESE DRAWINGS AS THERE ARE
VARIOUS OPTIONS. REFER TO THE BUILDING DESIGNER / ARCHITECT.

ALL DETAILS ARE INDICATIVE ONLY. REFER TO ENGINEERS DRAWINGS FOR DESIGN OF PATHS, FOOTINGS, ETC.
PROVISIONS SHOULD BE MADE FOR THE CONNECTION OF OVERFLOW OR WATER DISCHARGE FROM FIXTURES SUCH AS
H.W.S. AND A.C. TO APPROVED DRAINS AS REQUIRED BY THE RELEVANT LOCAL AUTHORITY.

EXPECTED MINIMUM REQUIREMENTS FOR EXPANSION AND ALLOWABLE RELATION IN FITTINGS AS FOLLOWS:

CLASS M_H1_H2 £ AND P SITES

 

 

RIENMAC PTY LTD

ABN, 52 010 666 430 ACA 010 666 430
CONSULTING CIVIL &
STRUCTURAL ENGINEERS

SUNSHINE COAST OFFICE:
SUITE 5, FIRST FLOOR,
SAINT CIRINO,

137 BRISBANE ROAD,

(PO BOX 149)
MOOLOOLABA OLD 4557

Email;- info@rienmac,net
Web:- www-rienmac.net

 

P- (07) 5349 0762|

 

CLIENT:
GREEN EARTH HOMES

PROJECT:

PROPOSED DUPLEX DEVELOPMENT

5 VENTURA STREET,
SUNRISE BEACH QLD

REAL PROPERTY DESCRIPTION & COUNCIL:

LOT {14 ON RP{32135, PARISH OF WEYBA,

COUNTY OF MARCH.
NOOSA SHIRE COUNCIL

DRAWING TITLE:

PLUMBING NOTES AND DETAILS

4567

 

 

 

 

 

 

 

 

 

PETER RIENECKER - RPEQ 2088

 

Designed: AW/PLR Drawn: AW
SCALES:
Engineer: PLR|DATE: 31 OCT 19
rite Person ton Rone Colin nee JOB NUMBER | DWG No. | ISSUE
| DO NOT SCALE OFF DRAWINGS. | A3 [SHEET | OF 1%  |CHECKED: PLR