N13078 - 2014.10.17 - 1 Of 2

 

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NOTE:
REFER TO N13078-110 FOR ROADWORKS

AND DRAINAGE NOTES AND LEGEND.

NOTE:
ALL RETAINING WALL FOOTINGS TO BE LOCATED A
MINIMUM 0.5m HORIZONTALLY CLEAR OF THE ROOFWATER

AND BE TAKEN BELOW THE ZONE OF INFLUENCE.

 

 

PROVIDE GLUED CAP T0
0.60,

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0.20m

 

 

 

 

 
 

 

 
 
 
 

 

 
   
    
 
 
 
  
 
 

 

 

 

 

 

 

 

 

 

 

 

   

DANGER CAUTION Il
UNDERGROUND UNDER ereaNP
ELECTRIC CABLES CABLES | . |
—_ EXISTING TEMPORARY BEND AS REQUIRED
qelstra TURN AROUND TO BE | 3
REMOVED AND ROAD TO 150D uPVC PIPE TO GULLY PIT
energex JOIN NEATLY TO EXISTING
UNDERGROUND ELECTRICITY UNDERGROUND TELECOMMUNICATION
CABLES EXIST IN THIS VICINITY, CABLES EXIST IN THIS VICINITY. | ROOFWATER UNDER
CONTACT ENERGEX FOR CABLE CONTACT TELSTRA FOR CABLE
LOCATIONS. EXTREME CARE MUST LOCATIONS. EXTREME CARE MUST | RETAINING WALL DETAIL ROOFWATER NOTES
BE TAKEN WHILST EXCAVATING. BE_TAKEN WHILST EXCAVATING: SCALE 1: 50 (A1) 1. SET OUT POINT FOR DRAINAGE STRUCTURES IS TO
x THEIR GEOMETRIC CENTRE.
Aas= 2. ROOFWATER PITS SHALL BE IN ACCORDANCE WITH
$ ENSURE SWALE GRADES LP.W.E.A.Q. STD. DRG. D-0110.
a 2 ison ne MET 3. HOUSE CONNECTIONS EXCLUDING INSPECTION PITS
. SHALL BE LOCATED 4.0m UPSTREAM OF THE SIDE

BOUNDARY UNLESS SHOWN OTHERWISE.
ROOFWATER DRAINLINES SHALL BE BEDDED AND

Zz

  
  
 

  

\ “JOIN 2.0m FOOTPATH
, NEATLY WITH EXISTING ~~ __ ,
EXISTING SURROUNDED WITH SAND TO 100mm ABOVE THE
CROWN OF PIPE.
Wom TURFED SWALE 5. HOUSE CONNECTIONS TO EXTEND A MINIMUM OF 1.0m

PAST ADJACENT SEWER LINES.
ROOFWATER DRAINAGE PIPES TO BE uPVC (1006
CLASS SN6, >150H CLASS SN4), OR FRC CLASS 2
WITH RUBBER RING JOINTS.

MINIMUM COVER TO PIPES TO BE 450mm AND TO SUIT
FINISHED SURFACE LEVEL.

8. ENDS OF PIPES AND STUBS TO BE CAPPED.

9. LOTS WITHOUT REAR ALLOTMENT DRAINAGE SHALL
HAVE A FULL HEIGHT ROOFWATER KERB ENTRY

ADAPTOR WITHIN 500mm FROM THE LOWEST
BOUNDARY (2 PER LOT). WHERE CONCRETE FOOTPATHS
ARE CONSTRUCTED, PROVIDE A FULL HEIGHT
ROOFWATER KERB ENTRY ADAPTOR WITH 100% uPVC
PIPE (CLASS SN6) AT 1.0% MINIMUM GRADE
EXTENDING PAST THE CONCRETE FOOTPATH 10 THE
PROPERTY BOUNDARY (2 PER LOT). ALTERNATIVELY,

STAGE B

 
 
 
 
  

ROOFWATER SWALE DETAIL
N.T.S.
7.

CONSTRUCT PRAM RAMP TO ALIGN WITH

7
EXISTING SEA-EAGLE DRIVE CONCRETE ISLAND. x
e fi
®., IX
7
TIE KERB RETURN NEATLY
INTO EXISTING KERB (TYP.)

REFER N13078-126 FOR

     
 
  
 

 

 

  
 
   

 

 

 

    
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

/ ISLAND SETOUT DETAILS
420
/ TP 122.662 KERB ADAPTORS ON ZERO LOT BOUNDARIES ARE TO
i BE ALIGNED AS PER THE DETAIL ON THIS DRAWING.
i ~ FUTURE >
1 — ROAD _
l 140
o INDUSTRIAL
= 129 STRENGTH L
=
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oS CROSSOVERS REFER ROOFWATER
SS) EXISTING 525B RCP. 128 SWALE DETAIL. y SAS] pono Pavenent warenal PY? EXCAVATOR COMPACTION WHEEL ALLOWED AT
& Fi © LOT 904 ah ==hS DEPTHS OVER 1000mm ABOVE TOP OF PIPE
ky -p 991EN 2
= SP 221501 -7 compactén VIBRATORY TRENCH ROLLER (AMMANN RW1404-850 OR SIMILAR)
= A~ porten oe ALLOWED AT DEPTHS OVER 600mm ABOVE TOP OF PIPE
3 SSS z S
ey FUTURE 2 R VIBRATORY RAMMER (esery OR SIMILAR) ALLOWED AT DEPTHS
z > mm
a Gem ol DEVELOPMENT k <
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' | 2 [S—~ SIDE ZONE
CONSTRUCT NEW MANHOLE ee] | RE HAUNEH ZONE
OVER EXISTING 525 RCP. 4 a] als BED ZONE
DEMOLISH AND REMOVE 2) =| Sis >= 0.2 x DIA.
REMAINING PIPE AND sc} m Ble (MIN. 300mm)
1 s ‘
HEADWALL DOWNSTREAM a 2 2 TRENCH DETAIL TO ROADWAYS
I ° s\é TYPE HS2 SUPPORT
“|= SCALE: N.T.S.
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