Structural Plans · MCU21/0097

LINDSAY CONSULTING PTY
                   LTD


[OCR of page images]
 

 

 

LOCATION OF PENETRATIONS
TO ENGINEERS DETAIL

SELECTED ARTICULATION JOINT E.G STORM

 

 

 

 

 

 

 

   
 

 

 

 

 

 

LAGGING OR SLEEVE PLASTICS "SWIVEL JOINT” OR OTHER APPROVED
FLEXIBLE FITTING INSTALLED TO MANUFACTURES
SELECTED ARTICULATION JOINT es RECOMMENDATIONS LINDSAY CONSULTING "
EG. STORM PLASTICS “SWIVEL JOINT”
OR OTHER APPROVED FLEXIBLE | |
FITTING INSTALLED TO MIN 15 DEGREE —+—_——_ FooTine SER AT banana Tocangh ook.
MANUFACTURERS BEND TYPICAL THIS DRAWING REMAINSAHE PROPERTY OF

 

 

< LINDSAY CONSULTING PTY LTD AND IS FOR
> THE SOLE USE OF THE CLIENT. NO PART
[ MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD

CLIENT AND PROJECT DESCRIPTION
PAUL CLOUT DESIGN

 

RECOMMENDATIONS <

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“EXPANDA” JOINT (LUBRICATED WRAPPED
IN 2 LAYERS OF 200 MICRON POLYTHENE AND PROPOSED RESIDENCE

 

 

\ sascne THICKNESS
25MM AND 40MM ON SEWER MAIN OR

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
   
 
   

 

 

 

"E" SITES UNLESS SEALED WITH PRESSURE SENSITIVE TAPE TO
NOTED OTHERWISE BRANCH une EXCLUDE SOIL PARTICLES] NO.30 THE PROMONTORY
| F |
FXPANDAY JOINT (LUBRICATED WRAPPED I TYPICAL PIPE THROUGH FOOTING DETAIL -SECTION fd ;
SEALED WITH PRESSURE SENSITIVE TAPE TO Not to scale ORAWING TILE
EXCLUDE SOIL PARTICLES
TYPICAL CONNECTION FROM PIPE WORK TO BRANCH LINE DETAIL PLUMBING DETAILS
Not to scale
\
DOWN PIPE \/\\ PROVIDE VISUAL SPACE /\
TO COMPLY WITH \/ PROVIDE VISUAL SPACE SCALES
I as 3660.1 FLEXIBLE JOINT BETWEEN | — TO. COMPLY WITH
SLAB AND WALL AS 3660.1

 

 

 

 

OVERLAP PIPES 150MM

MINIMUM AS SHOWN
GROUND SURFACE FALL

1:50 MIN

 

 

 

 

 

 

 

 

GRATED aN
|

 

 

 

  

 

 

 

 

 

 

 

STORM WATER SURVEY DATUM

DRAINAGE PIPE

 

 

   

 

 

 

SELECTED ARTICULATIO [—

FLEXIBLE JOINT ON

SLAB TO BE TIED BACK
TO THE BUILDING TO MINIMISE

 

 

 

FORCES ON PIPE WORK WHERE
SPECIFIED BY AN ENGINEER ASSOCIATED CONSULTANTS

 

 

 

 

 

 

 

ALLOW PIPE WORK TO on / INGROUND
0
VERTICALLY INDEPENDENT PIPE WORK
OF BUILDING FOOTINGS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

TYPICAL STORM WATER DETAIL (ALTERNATIVE) DOWN PIPE TO GRATED DRAIN DETAIL
Not to scale Not to scale
SELECTED ARTICULATION JOINT E.G STORM [
PLASTICS “SWIVEL JOINT” OR OTHER APPROVED So
FLEXIBLE FITTING INSTALLED TO MANUFACTURES lo 3| LAGGING
RECOMMENDATIONS “UO LE —_ —_ _— {7° SLENVE
PIPE FROM FIXTURE +
} —_ __ __ _} — REVISION LIST
THIS SITE CLASSIFICATION HAS BEEN NO pouetems oneness 0 =
DETERMINED TO BE CLASSIFIED AS A "P" AS ADDITIONAL LAGGING T0 PONOLT ui its PoOTINGS)
PER SITE CLASSIFICATION REPORT BY LINDSAY ORE TO LOCAL COUNCIL Scouser tua ae
CONSULTING P/L 210531 z (POURED IN-SITU/MONOLITHIC
S WITH FOOTING)

 

 

 

 

TYPICAL SECTION AT 0.R.G TO PREVENT SHEAR AT FOOTING FACE en posarnowe

 

DRAWING NUMBER SHEET] REV.

Not to scale 21-0531-F9 JIA