NOTE CONTOURS ARE TO DEPICT THE LEVEL OF CUT AND FILL ON SECTIONS. THE CUT AND FILL AREAS NEED TO BE OF CONTRASTING HATCH / COLOUR
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AB
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NTS
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SERVER
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SERVER :
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INIT
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SCALES :
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DESIGNED
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DRAWN
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APPROVED
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CHECKED
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DATE
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INITIAL
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AMENDMENTS
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REV
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011367
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CM-WDC-002
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DEPTH CONTOURS CUT/FILL AREAS
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
23/02/16
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1:3
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LID LEVEL
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INVERT
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INVERT
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INVERT
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INVERT
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INVERT LEVEL OUT
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INVERT LEVEL CENTRE
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INVERT LEVEL IN
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AB
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TAB-DWG
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DRAWN
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ORIGINAL SIZE A4
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011367
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
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TYPICAL MANHOLE AS BUILT LEVEL REQUIREMENTS
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CONSTRUCTION
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CM-WDC-003
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1:25
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WHANGANUI (NZWAN1S01)
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%%UPLAN
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NTS
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%%USECTION
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NTS
23/02/16
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SET IN CONC. AND HAUNCHED
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LOW GRADE CONCRETE.
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PROPRIETARY FLANGED BASE
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TO SUIT RISER DIAMETER,
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BEDDED ON 150MM INSITU
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IS MORE THAN 350mm
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SPACING 1200 CENTRES MAX.
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CLAMPS TO MANHOLE WALL.
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WITH STAINLESS BOLTS FIXING
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STAINLESS STEEL PIPE CLAMPS
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SEWER OR LATERAL
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INCOMING SANITARY
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INFLOW DROP PIPE
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HALF PIPE OR FORMED CHANNEL
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SEWER SOFFIT
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ABOVE THE MAIN
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WHERE INVERT OF
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SEAL ALL SECTION JOINTS
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SOFFIT OF PIPE
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LEVEL WITH
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DROP PIPE ELBOW.
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DEPENDANT ON LOCATION.
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OF PIPE VARIES,
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TYPE AND DIAMETER
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RISER UNLESS OTHERWISE NOTED.
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STANDARD 1050%%c MH
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300%%C PIPE SHOWN.
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1:3
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300 MAXIMUM IN FOOTPATH OR
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600 MAXIMUM IN CARRIAGEWAY
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HOLE IN LID AND COVER
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TO BE OVER STEP-IRONS
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STANDARD CONCRETE
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MANHOLE LID. TOP OF
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LID TO BE AT
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UNDERSIDE OF
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BASECOURSE LAYER
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PRECAST CONCRETE
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RISERS TO LIFT LID
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TO SURFACE LEVEL.
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EPOXY MORTAR TO
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ALL JOINTS - 30mm
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MAX. THICKNESS
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BOLT FRAME TO
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MANHOLE TOP -
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REFER TO NOTE
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ALL MANHOLES OVER 1.0m DEEP SHALL BE PROVIDED WITH STEP IRONS EVENLY SPACED AT 300mm NOMINAL VERTICAL INTERVALS. THE LOWEST IRON SHALL NOT BE MORE THAN 450mm ABOVE THE HAUNCHING AND THE HIGHEST NOT MORE THAN 600mm BELOW THE TOP SURFACE OF THE MANHOLE COVER. ALL STEP IRONS SHALL BE 225mm 'AYMROO' STEP IRONS OR APPROVED EQUIVALENT COMPLYING WITH NZS/AS 1657-1992 ALL JOINTS AND/OR CONNECTIONS TO THE MANHOLE SHALL BE SEALED WITH EPOXY MORTAR. IN HIGH TRAFFICKED AREAS OR AS DIRECTED BY THE ENGINEER CAST IRON FRAMES ARE TO BE BOLTED TO THE CONCRETE MANHOLE TOP WITH 3x12mm DIA. BOLTS, EQUALLY SPACED
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1.
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NOTES
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2.
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SPREAD APPROVED
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EPOXY MORTAR PRIOR
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TO PLACING TO
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PROVIDE A SEAL AND
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STRUCTURAL JOINT
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SEWER LINE PASSING THROUGH TYPICAL MANHOLE. THIS DETAIL IS NOT TYPICAL OF ALL SITUATIONS. A FLEXIBLE JOINT SHALL BE PROVIDED AT A DISTANCE FROM THE OUTSIDE FACE OF THE MANHOLE STRUCTURE AS DETAILED ON THE CONSTRUCTION DRAWINGS AND IN THE SPECIFICATION AND SHALL BE 2X THE DIAMETER OF THE PIPE. REFER TO CM-WDC-016
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BERM
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ALL 150mm DIA CHANNELS THROUGH
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SEWER MH's SHOULD BE CAST IN
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EARTHENWARE HALF PIPES
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ALL CHANNELS IN SW MH's ARE TO BE
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CONCRETE PLASTERED USING A FORMER
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GROUND SURFACE
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CAST IRON SPIGOTED
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FRAME AND COVER
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COMPLYING WITH AS 3996
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CLASS TO SUIT SITUATION
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CHANNEL TO BE FORMED IN HAUNCHING (REFER CM-WDC-011)
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AB
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TAB-DWG
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TAB/DWG :
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SERVER :
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APPROVED
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DRAWN
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CHECKED
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SCALES :
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DESIGNED
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INIT
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Rev.
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ORIGINAL SIZE A4
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DO NOT SCALE - IF IN DOUBT, ASK
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011367
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
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TYPICAL SEWER MANHOLE WITH DROPPER
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CONSTRUCTION
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CM-WDC-004
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1:25
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WHANGANUI (NZWAN1S01)
23/02/16
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980
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150mm APPROVED
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COMPACTED
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BASECOURSE
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APPROVED SUMP
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CATCH PIT, GRATE
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AND FRAME
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APPROVED BACKFILL
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FACE OF KERB
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BERM
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EPOXY MORTAR TO
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BE USED AS SEAL
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CONNECTION AROUND
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OUTLET PIPE
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uPVC OUTLET PIPE (MIN 225mm)
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MATERIAL
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BASECOURSE
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TAPER CHANNEL
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DOWN TO GRATE
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LEVEL OVER
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500mm
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SUMP GRATE
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738x430x40mm
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CARRIAGEWAY
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PLAN
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SECTION
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ALTERNATIVE SUMP ARRANGEMENTS
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NEED PRIOR APPROVAL FROM
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WANGANUI DISTRICT COUNCIL
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500-600mm
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500-600mm
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500-600mm
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20mm
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KERB HEIGHT AT OPENING
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TO BE 135mm
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ALTERNATIVE YARD
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SUMP TOP
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TO BE INSTALLED WITH STANDARD CATCHPIT
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AB
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TAB-DWG
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SERVER :
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DRAWN
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CHECKED
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DESIGNED
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INIT
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Date Stamp
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Rev.
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ORIGINAL SIZE A4
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DO NOT SCALE - IF IN DOUBT, ASK
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011367
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
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OPEN-BACK SUMP
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CONSTRUCTION
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CM-WDC-005
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1:25
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WHANGANUI (NZWAN1S01)
23/02/16
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AB
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TAB-DWG
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TAB/DWG :
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SERVER :
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APPROVED
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DRAWN
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CHECKED
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DESIGNED
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Rev.
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ORIGINAL SIZE A4
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DO NOT SCALE - IF IN DOUBT, ASK
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011367
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
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HYNDS TYPE MAX PIT
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CONSTRUCTION
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CM-WDC-006
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1:25
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WHANGANUI (NZWAN1S01)
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135
23/02/16
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GRATE 10% CROSS FALL
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3% CROSS FALL
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20MPa CONCRETE HAUNCHING
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PRECAST CATCHPIT CHAMBER
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225 /300 OUTLET
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3% CROSS FALL
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AB
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TAB-DWG
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TAB/DWG :
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SERVER :
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APPROVED
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DRAWN
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CHECKED
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DESIGNED
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ORIGINAL SIZE A4
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DO NOT SCALE - IF IN DOUBT, ASK
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011367
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
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CATCHPIT
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CONSTRUCTION
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CM-WDC-007
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1:25
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WHANGANUI (NZWAN1S01)
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1
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-
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DETAIL
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%%USECTION THROUGH CATCHPIT
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SCALE NTS:
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1
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-
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SCALE NTS:
23/02/16
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45° Y JUNCTIONLAID TO SUIT EXPECTED PROPERTY REQUIREMENTS
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FLOW
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FSL
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JUNCTION PEG
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MARKING TAPE
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FALL IN JUNCTION BRANCH TO BE 2% ON INVERT
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ELEVATION STANDARD CONNECTION
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45°BEND
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WASTEWATER MAIN DIAMETER/2 MIN.
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45°JUNCTION
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INVERT
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MINIMUM LEVEL CONNECTION DETAIL
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ELEVATION PVC CONNECTION
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AB
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TAB-DWG
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TAB/DWG :
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SERVER :
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APPROVED
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DRAWN
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CHECKED
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SCALES :
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DESIGNED
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INIT
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DATE
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Date Stamp
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Sheet No.
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Rev.
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ORIGINAL SIZE A4
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DO NOT SCALE - IF IN DOUBT, ASK
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011367
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11/12
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LGS
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
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STORMWATER LATERAL CONNECTION TO MAIN (PVC) (1.5m DEEP OR LESS)
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CONSTRUCTION
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CM-WDC-008
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1:25
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WHANGANUI (NZWAN1S01)
23/02/16
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SEALED SYSTEM TO AT LEAST 100mm ABOVE KERB TOP LEVEL
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PROPERTY BDY OR INSIDE OF BDY WALL OR FOOTING
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WATER FLOW
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FOOTPATH
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100mm CAST IRON KERB ADAPTOR (MILSON FOUNDARY KERB OUTLET OR SIMILAR DUCTILE IRON)
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KERB TOP LEVEL (REFER RD-WDC-018)
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BREAK OUT REAR OF KERB 100mm FROM OUTLET, CLEAR AWAY LOOSE CONCRETE AND PROVIDE KEY FOR NEW CONCRETE
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* DN80 OR DN100 PN12 PRESSURE PIPE - PIPE TO BE LAID WITH MANUFACTURERS BRAND ON TOP
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* PROVIDE FALL BETWEEN PROPERTY BOUNDARY AND KERB * PREFERABLY PIPE TO BE LAID AT RIGHT ANGLE TO KERB FACE (NOTE: CONNECTION SHALL NOT BE LAID FACING UPSTREAM INTO THE CHANNEL FLOW) * TRENCH BASE AND FINAL BACKFILL SHALL BE COMPACTED TO A HARD SURFACE * TRENCH BASE WIDTH NOT TO EXCEED 200mm
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PRIVATE PROPERTY
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COUNCIL PROPERTY
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CONNECTION LAID TO THIS POINT
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AB
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TAB-DWG
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TAB/DWG :
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SERVER :
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APPROVED
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DRAWN
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CHECKED
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SCALES :
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DESIGNED
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INIT
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DATE
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Date Stamp
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Sheet No.
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Rev.
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ORIGINAL SIZE A4
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DO NOT SCALE - IF IN DOUBT, ASK
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011367
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
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STORMWATER CONNECTION TO K & C (STANDARD)
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CONSTRUCTION
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CM-WDC-009
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1:25
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WHANGANUI (NZWAN1S01)
23/02/16
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SEALED SYSTEM TO BE AT LEAST 100mm ABOVE KERB TOP LEVEL
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PROPERTY BDY OR INSIDE OF BDY WALL OR FOOTING
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WATER FLOW
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FOOTPATH
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KERB TOP LEVEL (REFER RD-WDC-018)
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BREAK OUT REAR OF KERB 100mm FROM OUTLET, CLEAR AWAY LOOSE CONCRETE AND PROVIDE KEY FOR NEW CONCRETE
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* DN80 OR DN100 PN12 PRESSURE PIPE - PIPE TO BE LAID WITH MANUFACTURERS BRAND ON TOP
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* PREFERABLY PIPE TO BE LAID AT RIGHT ANGLE TO KERB FACE (NOTE: CONNECTION SHALL NOT BE LAID FACING UPSTREAM INTO THE CHANNEL FLOW) * TRENCH BASE AND FINAL BACKFILL SHALL BE COMPACTED TO A HARD SURFACE * TRENCH BASE WIDTH NOT TO EXCEED 200mm
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PRIVATE PROPERTY
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COUNCIL PROPERTY
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CONNECTION LAID TO THIS POINT
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100mm CAST IRON KERB ADAPTOR (MILSON FOUNDARY KERB OUTLET OR SIMILAR DUCTILE IRON)
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AB
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TAB-DWG
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TAB/DWG :
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SERVER :
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APPROVED
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DRAWN
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CHECKED
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SCALES :
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DESIGNED
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INIT
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DATE
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Status Stamp
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Date Stamp
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Sheet No.
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Rev.
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ORIGINAL SIZE A4
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DO NOT SCALE - IF IN DOUBT, ASK
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011367
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
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SW CONNECTION TO K & C (SEALED SYSTEM)
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CONSTRUCTION
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CM-WDC-010
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1:25
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WHANGANUI (NZWAN1S01)
23/02/16
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SEALED SYSTEM TO BE AT LEAST 100mm ABOVE KERB TOP LEVEL
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PROPERTY BDY OR INSIDE OF BDY WALL OR FOOTING
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WATER FLOW
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FOOTPATH
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KERB TOP LEVEL (REFER RD-WDC-018)
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* DN80 OR DN100 PN12 PRESSURE PIPE - PIPE TO BE LAID WITH MANUFACTURERS BRAND ON TOP
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* PREFERABLY PIPE TO BE LAID AT RIGHT ANGLE TO KERB FACE (NOTE: CONNECTION SHALL NOT BE LAID FACING UPSTREAM INTO THE CHANNEL FLOW) * TRENCH BASE AND FINAL BACKFILL SHALL BE COMPACTED TO A HARD SURFACE * TRENCH BASE WIDTH NOT TO EXCEED 200mm * IDEAL MINIMUM GRADIENTS 80mm DIA - 1 IN 90 , 100mm DIA - 1 IN 120 * RISER SHAFT TO BE USED WHERE THE DEPTH OF THE MAIN IS GREATER THAN 1.5m (REFER CM-WDC-013)
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COUNCIL PROPERTY
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PRIVATE PROPERTY
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CONNECTION LAID TO THIS POINT
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SADDLE
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AB
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TAB-DWG
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TAB/DWG :
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SERVER :
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APPROVED
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DRAWN
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CHECKED
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SCALES :
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DESIGNED
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INIT
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DATE
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Status Stamp
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Date Stamp
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Sheet No.
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Rev.
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ORIGINAL SIZE A4
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DO NOT SCALE - IF IN DOUBT, ASK
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011367
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
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SW CONNECTION TO EXISTING SYSTEM
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CONSTRUCTION
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CM-WDC-011
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1:25
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WHANGANUI (NZWAN1S01)
23/02/16
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SEALED SYSTEM TO BE AT LEAST 100mm ABOVE KERB TOP LEVEL
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PRIVATE PROPERTY
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WATER FLOW
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FOOTPATH
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KERB TOP LEVEL (REFER RD-WDC-018)
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* DN80 OR DN100 PN12 PRESSURE PIPE - PIPE TO BE LAID WITH MANUFACTURERS BRAND ON TOP
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* PREFERABLY PIPE TO BE LAID AT RIGHT ANGLE TO KERB FACE (NOTE: CONNECTION SHALL NOT BE LAID FACING UPSTREAM INTO THE CHANNEL FLOW) * TRENCH BASE AND FINAL BACKFILL SHALL BE COMPACTED TO A HARD SURFACE * TRENCH BASE WIDTH NOT TO EXCEED 200mm * IDEAL MINIMUM GRADIENTS DN 80 - 1 IN 90 , DN 100 - 1 IN 120
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WELLUP SUMP
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COUNCIL PROPERTY
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PROPERTY BDY OR INSIDE OF BDY WALL OR FOOTING
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CONNECTION LAID TO THIS POINT
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100mm CAST IRON KERB ADAPTOR (MILSON FOUNDARY KERB OUTLET OR SIMILAR DUCTILE IRON)
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AB
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TAB-DWG
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TAB/DWG :
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SERVER :
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APPROVED
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DRAWN
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CHECKED
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DESIGNED
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INIT
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DATE
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Date Stamp
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Sheet No.
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Rev.
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ORIGINAL SIZE A4
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DO NOT SCALE - IF IN DOUBT, ASK
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011367
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
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SW CONNECTION TO KERB (WELLUP SUMP)
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CONSTRUCTION
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CM-WDC-012
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1:25
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WHANGANUI (NZWAN1S01)
23/02/16
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SCREW ON CAP WITH METAL LOCATING PLATE
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SURFACE
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DN150 TO DN100 LEVEL INVERT REDUCER
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DN100 SERVICE CONNECTION
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FLOW
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DN150 LUNDEN JUNCTION
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DN150 DIA. SHAFT
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SEWER MAIN VARYING DIA.
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VARYING DIA. CONNECTIONS TO PIPELINES SMALLER THAN 300mm SHALL BE BY MEANS OF FACTORY MADE LUNDEN JUNCTIONS. WHERE MAIN DIA. IS 300mm OR GREATER A FACTORY MADE SADDLE SHALL BE USED.
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A MAXIMUM OF 2 SERVICE CONNECTIONS TO ANY ONE SHAFT
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DEPTH TO INVERT OF MAIN IS GREATER THAN 1.5m
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INSPECTION PIPE
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RODDING EYE
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FLOW
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PROPERTY BOUNDARY
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PRIVATE SEWER
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PUBLIC SEWER
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AB
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TAB-DWG
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TAB/DWG :
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SERVER :
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APPROVED
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DRAWN
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CHECKED
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SCALES :
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DESIGNED
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INIT
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DATE
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Status Stamp
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Date Stamp
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Sheet No.
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Rev.
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ORIGINAL SIZE A4
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DO NOT SCALE - IF IN DOUBT, ASK
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011367
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
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SANITARY SEWER CONNECTION DETAIL UPGRADE OF EXISTING LATERAL
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CONSTRUCTION
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CM-WDC-013
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1:25
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WHANGANUI (NZWAN1S01)
23/02/16
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SCREW ON CAP WITH METAL LOCATING PLATE
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SURFACE
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DN150 TO DN100 LEVEL INVERT REDUCER
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DN100 SERVICE CONNECTION
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FLOW
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DN150 LUNDEN JUNCTION
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DN150 DIA. SHAFT
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SEWER MAIN VARYING DIA.
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VARYING DIA. CONNECTIONS TO PIPELINES SMALLER THAN 300mm SHALL BE BY MEANS OF FACTORY MADE LUNDEN JUNCTIONS. WHERE MAIN DIA. IS 300mm OR GREATER A FACTORY MADE SADDLE SHALL BE USED. POST WITH NUMBER 8 WIRE SHALL EXTEND FROM END OF LATERAL TO 750mm ABOVE SURFACE. POSTS SHALL BE PAINTED RED FOR SANITARY SEWER AND BLUE FOR STORMWATER.
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A MAXIMUM OF 2 SERVICE CONNECTIONS TO ANY ONE SHAFT
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APPLICABLE WHERE DEPTH TO INVERT OF MAIN IS GREATER THAN 1.5m
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RODDING EYE
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FLOW
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PROPERTY BOUNDARY
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PRIVATE SEWER
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PUBLIC SEWER
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AB
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TAB-DWG
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TAB/DWG :
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SERVER :
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APPROVED
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DRAWN
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CHECKED
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SCALES :
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DESIGNED
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INIT
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DATE
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Status Stamp
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Date Stamp
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Sheet No.
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Rev.
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ORIGINAL SIZE A4
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DO NOT SCALE - IF IN DOUBT, ASK
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011367
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
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LATERAL CONNECTION DETAIL
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CONSTRUCTION
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CM-WDC-014
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1:25
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WHANGANUI (NZWAN1S01)
23/02/16
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CHIPSEAL 2ND COAT SEAL
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APPROVED COMPACTED BASECOURSE
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APPROVED BACKFILL
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SAWCUT
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CARRIAGEWAY RESTORATION DETAIL
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SCALE 1:25
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SAWCUT
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APPROVED BACKFILL
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APPROVED COMPACTED BASECOURSE
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ASPHALTIC CONCRETE
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AC
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AC
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AC
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CHIPSEAL
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MANHOLE
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SUMP
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SUMP
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TYPICAL INTERSECTION SHOWING SURFACE TREATMENT
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CHIPSEAL 1ST COAT SEAL
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AB
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TAB-DWG
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TAB/DWG :
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SERVER :
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APPROVED
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DRAWN
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CHECKED
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SCALES :
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DESIGNED
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INIT
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DATE
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Status Stamp
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Date Stamp
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Sheet No.
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Rev.
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ORIGINAL SIZE A4
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DO NOT SCALE - IF IN DOUBT, ASK
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011367
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
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CARRIAGEWAY RESTORATION
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CONSTRUCTION
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CM-WDC-015
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AS NOTED
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WHANGANUI (NZWAN1S01)
29/02/16
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MANHOLE RISER
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R>D
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MANHOLE HAUNCHING
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SCALE 1:20
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HAUNCHING
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MINIMUM RADIUS OF HAUNCH IN MANHOLE EQUAL TO PIPE DIAMETER
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CHANNEL
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100mm LATERAL
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LATERALS ENTERING MH BELOW TOP OF HAUNCHING SHALL DISCHARGE VIA CHANNELS FORMED IN HAUNCHING. CHANNELS SHALL NOT BE FORMED LOWER THAN SPRING LINE OF MAIN.
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1:3
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LID LEVEL
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SECTION
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NTS
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MAX. HEIGHT 600mm 300mm IN FOOTPATH OR BERM
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PIPE SHORTS INTO MH'S SHALL BE 2X PIPE DIAMETER UP TO 600mm. ABOVE 600mm PIPE SHORTS SHALL BE HALF THE LENGTH OF THE PIPE
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AB
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TAB-DWG
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TAB/DWG :
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SERVER :
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APPROVED
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DRAWN
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CHECKED
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SCALES :
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DESIGNED
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INIT
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DATE
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Status Stamp
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Date Stamp
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Sheet No.
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Rev.
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ORIGINAL SIZE A4
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DO NOT SCALE - IF IN DOUBT, ASK
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011367
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
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MANHOLE HAUNCHING
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CONSTRUCTION
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CM-WDC-016
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AS NOTED
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WHANGANUI (NZWAN1S01)
23/02/16
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PVC PIPELINE INSTALLATION
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SCALE 1:25
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COMPACTED EMBEDMENT MATERIAL
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NEW PIPE LOCATED CENTRALLY
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APPROVED BACKFILL
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OVERLAY ZONE SEE TABLE
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SIDE SUPPORT ZONE
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BEDDING ZONE
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D PIPE OUTSIDE DIAMETER (NOT DN)
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CONCRETE PIPELINE INSTALLATION TYPE H2 SUPPORT
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SCALE 1:25
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OVERLAY ZONE COMPACTED ORDINARY FILL
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NEW PIPE LOCATED CENTRALLY
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HAUNCH ZONE COMPACTED SELECT FILL
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BED ZONE COMPACTED SELECT FILL SEE TABLE FOR DEPTH
JUNCTION OF PVC TERMINAL WITH VITRIFIED CLAY SUBSOIL PIPE
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JOIN WITH FLEXIBLE RUBBER ADAPTER COLLAR; SAME DETAIL DOWNSTREAM
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STANDPIPE HEIGHT TO ENSURE PIPE IS COMPLETELY IMMERSED OVER LENGTH BETWEEN MANHOLES
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DN 150 @ 0% grade
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500mm
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%%UTYPICAL MANHOLE DETAIL
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NTS
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*
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*
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600mm
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BASECOURSE AS SPECIFIED SAND BACKFILL TERRAM CLOTH FILTER FABRIC 20mm FILTER STONE AS SPECIFIED PERFORATED VITRIFIED CLAY PIPES SUPPLIED BY PRINCIPAL (See Specification) 2X FLAT COPPER BAR OR LIGHTNING STRIP 19.05mm x 4.76mm (or equivalent) FULL LENGTH OF SUBSOIL PIPES
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150mm
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600mm
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Depth Varies
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250mm
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%%UTRENCH DETAIL
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NTS
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200mm
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AB
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TAB-DWG
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TAB/DWG :
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SERVER :
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APPROVED
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DRAWN
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CHECKED
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SCALES :
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DESIGNED
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INIT
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DATE
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Status Stamp
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Date Stamp
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Sheet No.
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Rev.
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ORIGINAL SIZE A4
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DO NOT SCALE - IF IN DOUBT, ASK
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011367
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
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SUBSOIL DETAILS
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CONSTRUCTION
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CM-WDC-025
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1:25
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WHANGANUI (NZWAN1S01)
23/02/16
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AB
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TAB-DWG
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TAB/DWG :
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SERVER :
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APPROVED
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DRAWN
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CHECKED
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SCALES :
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DESIGNED
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INIT
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DATE
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Status Stamp
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Date Stamp
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Sheet No.
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Rev.
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ORIGINAL SIZE A4
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DO NOT SCALE - IF IN DOUBT, ASK
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011367
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
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INSTALLATION OF UNDERGROUND LEAD-INS FOR TELECOMMUNICATIONS / URBAN (New Subdivisions)
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CONSTRUCTION
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CM-WDC-026
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1:25
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WHANGANUI (NZWAN1S01)
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NOTE: FAILURE TO COMPLY WITH THE GUIDELINES SET OUT IN THIS DRAWING MAY RESULT IN REFUSAL TO CONNECT TO THE NETWORK. THE COST OF RECTIFYING ANY SUBSTANDARD INSTALLATION WILL BE AT THE CUSTOMERS EXPENSE.
100mmCONCRETE LID TO
BE SEALED WITH
MORTAR TO PREVENT
ENTRY OF STORMWATER
AS FOR WET WELL.
PRE-CAST MANHOLE
HAUNCHING TO HAVE MIN.
SLOPE OF 30° ALL ROUND
100mmØ AT 1 IN 60
TO WDC SEWER
Discharge Chamber
SCALE 1:10 (A4)
STAINLESS STEEL
STRAPPING
DROP TO 75mm
ABOVE HAUNCHING
RISING MAIN INLET
TOP OF MANHOLE LID TO BE
0.150m ABOVE TOP OF KERB.
OUTLET INVERT LEVEL TO
BE SUCH THAT MIN. 0.45m
COVER CAN BE MAINTAINED
400mm MINIMUM
COVER
EARTHENWARE CHANNEL
STAINLESS BARREL
NIPPLE (THREADED)
PE COUPLER
PE TEE AND COUPLING
INSPECTION CAP
23/02/16
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TAB/DWG :
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SERVER :
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APPROVED
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DRAWN
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CHECKED
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SCALES :
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DESIGNED
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INIT
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DATE
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Status Stamp
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Date Stamp
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Sheet No.
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Rev.
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ORIGINAL SIZE A4
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DO NOT SCALE - IF IN DOUBT, ASK
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WHANGANUI DISTRICT COUNCIL
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WHANGANUI SUBDIVISIONAL STANDARD - DETAILS
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DISCHARGE MANHOLE DETAILS FOR WASTEWATER RISING MAIN
