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Slope Stability - lindsays
WHERE THERE IS MORE THAN 1000mm OF UNCONTROLLED FILL UNDER
THE PIPE, PLUMBING IS REQUIRED TO BE HUNG FROM SLAB WITH
PROPRIETARY STAINLESS STEEL STRAPS @ 1200 CRS & INSTALLED
IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS
VERTICAL EXPANSION JOINT
BACK FILL WITH COMPACTED CLAY
LINDSAY CONSULTING PTY LTD
REQUIRED FOR 'E' SITES ONLY LINDSAY CONSULTING PTY
SOILS OR EQUIVALENT TO FORM
LTD
IMPERMEABLE LAYER TO ALL
DETAILS AND SPECIAL REQUIREMENTS FOR TRENCHES WITHIN 1500MM OF OFF. 2C/82 PARKER STREET, MAROOCHYDORE
RPEQ 4928
PH 54 792 118
SUPPORT AND/OR PROVISIONS OF THE BUILDING THIS DRAWING REMAINS THE PROPERTY OF
ARTICULATION IN PIPE WORK FOR ALL UNDER LINDSAY CONSULTING PTY LTD AND IS FOR
SLAB DRAINAGE IS ONLY REQUIRED WHERE THE SOLE USE OF THE CLIENT. NO PART
300
MIN
SPECIFIED BY THE DESIGN ENGINEER FOR THE MAY BE USED IN PART OR WHOLE WITHOUT
"EXPANDA" JOINT (LUBRICATED WRAPPED IN NATURAL SURFACE
RELEVANT SITE CLASSIFICATION AND/OR AS PRIOR EXPRESS WRITTEN CONSENT OF
2 LAYERS OF 200 MICRON POLYTHENE AND REQUIRED BY A.S 3500 OR A.S 2870 LINDSAY CONSULTING PTY LTD
VARIES
DEPTH
SEALED WITH PRESSURE SENSITIVE TAPE TO CLIENT AND PROJECT DESCRIPTION
EXCLUDE SOIL PARTICLES APPROVED BEDDING
MATERIALS TO GUY MELDRUM
APPROPRIATE COVER PROPOSED RESIDENCE
BACK FILL
SELECTED ARTICULATION JOINT E.G STORM CLAY PLUG TO FULL NO.4 TRISTANIA DRIVE
PLASTICS "SWIVEL JOINT" OR OTHER APPROVED DEPTH OF BEDDING
FLEXIBLE FITTING INSTALLED TO MANUFACTURERS AT FOOTING ZONE
MARCUS BEACH
RECOMMENDATIONS WIDTH
VARIES
TYPICAL UNDER SLAB-EDGE BEAM/WAFFLE POD DETAIL TYPICAL TRENCH DETAIL
DRAWING TITLE
PLUMBING DETAILS
Not to scale Not to scale
GUIDELINES FOR DESIGN AND INSTALLATION SCALES
NOTES: THE FOLLOWING NOTES AND DETAILS PROVIDED ARE A GUIDE ONLY FOR 10. THE USE OF CORRUGATED FLEXIBLE PVC PIPE PRODUCTS SHOULD BE AVOIDED THE 'P' CLASSIFICATION ON THE
ARTICULATION FOR SANITARY PLUMBING, DRAINAGE AND SHOULD BE READ IN ON CLASS H AND E SITES AS THEY ARE NOT ABLE TO EXPAND LONGITUDINALLY
CONJUNCTION WITH AS/NZS 3500, AS 2870 AND ANY OTHER RELEVANT STANDARD TO ACCOMMODATE POTENTIAL VERTICAL AND LATERAL MOVEMENTS AT THE SLAB SUBJECT SITE AS PER SOIL TEST IS
REQUIREMENTS OF THE B.C.A. OR FOOTING EDGE UNLESS SPECIFICALLY DETAILED BY THE MANUFACTURE.
1. ALL DRAINS INSTALLED IN GROUND THAT IS FILLED, UNSTABLE, EXPANSIVE (EG. M, 11. ALL JOINTS IN STORM WATER PIPES WITHIN 3,0 METERS OF THE HOUSE UNDER
DUE TO THE LOOSE/SOFT
H, E AND P SITES) OR WATER CHARGED AND WHERE SOIL MOVEMENT MAY EFFECT CONSTRUCTION SHOULD BE ARTICULATED TO ACCOMMODATE GROUND MOVEMENT MATERIAL PRESENT & TREES
THE PERFORMANCE OF ANY DRAIN, A CERTIFIED PLAN AND SPECIFICATION SHOULD BE WITHOUT LEAKAGE.
PROVIDED BY AN APPROPRIATELY QUALIFIED PERSON. WHEN A COMPLIANCE PERMIT 12. SEPTIC TANKS AND ASSOCIATED SOAKAGE AREAS SHOULD BE LOCATED TO ON-SITE. LINDSAY CONSULTING
AND ASSESSMENT IS REQUIRED BY THE LOCAL AUTHORITY. A SOIL REPORT AND ALL MINIMISE SOIL MOISTURE INCREASES WITHIN THE FOUNDATION JOINTS IN PLUMBING
SURVEY DATUM
PIPES WITHIN 3.0 METERS OF THE HOUSE UNDER CONSTRUCTION SHOULD BE
CALCULATIONS SHOWING PROPOSED METHOD TO PROTECT THE DRAINAGE FROM
CONFIRM THAT THE POTENTIAL
POTENTIAL GROUND MOVEMENTS MAY BE REQUIRED. ARTICULATED TO ACCOMMODATE GROUND MOVEMENTS WITHOUT LEAKAGE. SEPTIC ALLOWABLE SETTLEMENT DOES .
2. ALL SEWER & STORMWATER TO BE CONSTRUCTED IN ACCORDANCE WITH AS/NZS TANKS IN PARTICULAR REQUIRE CAREFUL DETAILING.
3500 AND THE REQUIREMENTS OF AS2870 SECTION 5: CLAUSE 5.5 AND SECTION 6: 13. ALL PIPE WORK INCLUDING STORM WATER FITTINGS AND ADAPTERS SHOULD BE NOT EXCEED 70mm EXPANSION
PROTECTED FROM MECHANICAL DAMAGE. ASSOCIATED CONSULTANTS
CLAUSE 6.6 ARTICULATION AND EXPANSION JOINTS ARE TO BE PROVIDED TO
ACCOMMODATE MOVEMENT IN ALL PIPE WORK WITHIN 3 METRES OF THE DWELLING 14. TERMITE PROTECTION NOT SHOWN ON THESE DRAWINGS AS THERE ARE VARIOUS JOINT CAPACITY.
AND COMPLY WITH AS1260. OPTIONS. REFER TO THE BUILDER DESIGNER.
3. PLUMBING AND DRAINAGE UNDER THE SLAB SHOULD BE AVOIDED WHERE 15. ALL DETAILS ARE INDICATIVE ONLY. DESIGN OF PATHS FOOTINGS ETC. AND
PRACTICAL (REFER AS/NZS 3500 CLAUSE 4.10). LOCATION OF PENETRATIONS TO BE SPECIFIED BY AND ENGINEER.
4. GRADES IN PIPE WORK ON M, H, AND P SITES SHOULD HAVE A MINIMUM GRADE 16. PROVISIONS SHOULD BE MADE FOR THE CONNECTION OF OVERFLOW OR WATER
OF 1.30 WITHIN 5 1.5 METRES OF THE BUILDING AND 1:60 ELSEWHERE. GRADES IN DISCHARGE FROM MIXTURES SUCH AS H.W.S. AND A.C. TO A DRAIN AS REQUIRED
FLEXIBLE FITTINGS TO BE SET AT THE MINIMUM GRADE. BY THE RELEVANT LOCAL AUTHORITY.
17. EXPECTED MINIMUM REQUIREMENTS FOR EXPANSION AND ALLOWABLE RELATION
5. ALL EXPANSION AND ARTICULATION JOINTS TO BE INSTALLED IN ACCORDANCE IN FITTINGS AS FOLLOWS.
WITH MANUFACTURER'S RECOMMENDATIONS. ALL JOINTS TO BE SET MID POINT SO AS 15
TO ALLOW FOR MAXIMUM IN EITHER DIRECTION.
6. STORMPLASTICS (SA) PTY LTD "SWIVEL JOINTS" SHOULD NOT BE USED AS A
BEND TO ACHIEVE CORRECT FALLS. THE JOINT SHOULD BE SET IN A STRAIGHT LINE
OF THE DRAIN TO ALLOW MAXIMUM (+) OR (-) MOVEMENT. A MINIMUM 15 BEND TO SITE CLASS MINIMUM REQUIRED EXPANSION JOINT CAPACITY ALLOWABLE ROTATION
BE INSTALLED BEFORE SWIVEL JOINTS TO ACHIEVE MINIMUM GRADES FROM THE FACE "E" 150MM 15
OF THE FOOTING. "H" 70MM 15
7. DETAIL AND SUPPORT OF TRAPS AT THE O.R.G. TO BE CONSIDERED ON SITE, TO "P" 70MM PLUS ADDITIONAL REQUIREMENTS IN THE CASE 15 REVISION LIST
ALLOW FOR POTENTIAL MOVEMENTS INCLUDING ISOLATION AND ARTICULATION OF FILL (MIN DEPENDENT ON SITE CONDITION) A BUILDER REVIEW - NOT FOR CONSTRUCTION 25/03/22
ASSOCIATED WITH PATHS AND PAVEMENTS. THE O.R.G SHOULD BE CAST IN "M" MINIMUM 25MM LAGGING THROUGH FOOTINGS NOT APPLICABLE
CONCRETE MONOLITHICALLY WITH THE FOOTING SYSTEMON CLASS H AND E SITES.
7. DETAIL AND SUPPORT OF TRAPS AT THE O.R.G. TO BE CONSIDERED ON SITE, TO
ALLOW FOR POTENTIAL MOVEMENTS INCLUDING ISOLATION AND ARTICULATION THIS SITE CLASSIFICATION HAS BEEN
ASSOCIATED WITH PATHS AND PAVEMENTS. THE O.R.G SHOULD BE CAST IN
CONCRETE MONOLITHICALLY WITH THE FOOTING SYSTEM ON CLASS H AND E SITES. DETERMINED TO BE CLASSIFIED AS A "P" AS
8. ALL PVC PIPE WORK PASSING THROUGH CONCRETE MUST HAVE 25MM LAGGING. PER SITE CLASSIFICATION REPORT BY LINDSAY
9. STORM WATER SYSTEM THAT COLLECT ROOF WATER AND SURFACE WATER ARE Computer File
REQUIRED TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AS/ NZS 3500 CONSULTING P/L 220061. 220061FD.DWG
PART 5. DRAWING NUMBER SHEET REV.
22-0061-F10 10 A
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