187440-GEO-Site Classification Report[A] (1)

Document Revision: A
 Template Version: Vii
       Page 19 of 19


[OCR of page images]
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HOUSING
MINIMUM REQUIREMENTS FOR
SEWER ARTICULATION
sire SEWER EXIT POINTS & ORG
Chass | DESIGN Ys MOVEMENT (mm)
SWIVEL EXPANDER
M Ys<40 0 0
H1 40<Ys < 60 1 1
H2 60<Ys 75 2 1
E Ys >75 2 1
NOTE:

EXPANDER REQUIRED ON ALL RISERS FOR (CLASS E, Ys >75mm
OR EQUIVALENT SITES

“EXPANDA” JOINT (LUBRICATED
WRAPPED IN 2 LAYERS OF 200
MICRON POLYTHENE & SEALED
WITH PRESSURE SENSITIVE TAPE
TO EXCLUDE SOIL PARTICLES).
(REFER TO SCHEDULE)

SEWER MAIN OR
BRANCH LINE

MIN 15 DEGREE BEND TYPICAL

“EXPANDA” JOINT (LUBRICATED
WRAPPED IN 2 LAYERS OF 200
MICRON POLYTHENE & SEALED
WITH PRESSURE SENSITIVE TAPE
TO EXCLUDE SOIL PARTICLES).
(REFER TO SCHEDULE)

  

 
 
 
  
  
 
 
 
  
 
   
   

 

NOTE:
REFER WAFFLE SLAB SCHEDULE
FOR REINFORCEMENT DETAILS

 

 

 

 

 

 

 

 

 

REMOVE PART OF VOID
FORM AS REQUIRED.

VERTICAL EXPANSION
JOINT REQUIRED FOR ‘E’
SITE ONLY.

DRAINAGE PIPE

SELECTED ARTICULATION JOINT, EG.
STORM PLASTICS “SWIVEL JOINT”
OR OTHER APPROVED FLEXIBLE
FITTING, TO BE INSTALL AS PER
MANUF'S SPECIFICATIONS, TYP.
(REFER TO SCHEDULE)

TYPICAL UNDER WAFFLE

SLAB PIPE DETAIL

 

 

 

 

SCALE = 1:20
NOTE:
REFER WAFFLE SLAB SCHEDULE
FOR REINFORCEMENT DETAILS
(44)| - — — — FJ
4 VOID FORM

 

 

  

 

 

 

 

 

LAGGING THICKNESS:-

25mm FOR H1 SITES& 40mm ON
—— “E" OR EQUIVALENT SITES
UNLESS NOTED OTHERWISE

SELECTED ARTICULATION JOINT, EG. STORM
PLASTICS “SWIVEL JOINT” OR OTHER APPROVED
FLEXIBLE FITTING INSTALLED TO MANUFACTURES
RECOMMENDATIONS. (REFER TO SCHEDULE)

TYPICAL PIPE THROUGH

 

 

 

FOOTING DETAIL - SECTION

SCALE = 1:20