Engineering Drawings Part 1 - OPW14/0197

 

 

 

NOTE:
REFER TO N13078-110 FOR ROADWORKS
AND DRAINAGE NOTES AND LEGEND.

 

 

 

 

 

 

 

 

 

 

UNDERGROUND

UNDERGROUND TELSTRA
ELECTRIC CABLES

CABLES | / s |
uelstra
energex &

UNDERGROUND ELECTRICITY UNDERGROUND TELECOMMUNICATION
CABLES EXIST IN THIS VICINITY. CABLES EXIST IN THIS VICINITY.
CONTACT ENERGEX FOR CABLE CONTACT TELSTRA FOR CABLE
LOCATIONS. EXTREME CARE MUST LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING. BE TAKEN WHILST EXCAVATING.

 

 

 

 

 

 

 

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EXISTING TEMPORARY
TURN AROUND TO BE
REMOVED AND ROAD TO
JOIN NEATLY TO EXISTING

     
 
      
  

 

TP 126.797 =

 

  
  

MORINDA

7 CRESENT

 

  

EXISTING
STAGE B

 

 

 

 
 
 

 

 

 

 
   

  

PROVIDE GLUED CAP TO
0,60m,

END OF EXPOSED eM
L}

PB

 

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.

 

 

 

 

0.20m

 

 

BEND AS REQUIRED

JOIN 2.0m FOOTPATH
NEATLY WITH EXISTING

     
      
  
 
  
  
 
 

 

150 uPVC PIPE TO GULLY PIT

ROOFWATER UNDER
RETAINING WALL DETAIL

SCALE

PB

 

1.50m TURFED SWALE 5

 

 

 

1: 50 (A1)

ENSURE SWALE GRADES
TO FIELD INLET 3
1.50m .

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ROOFWATER NOTES

1. SET OUT POINT FOR DRAINAGE STRUCTURES IS TO
THEIR GEOMETRIC CENTRE.

2. ROOFWATER PITS SHALL BE IN ACCORDANCE WITH

LP.W.E.A.Q. STD. DRG. D-0110.

HOUSE CONNECTIONS EXCLUDING INSPECTION PITS

SHALL BE LOCATED 4.0m UPSTREAM OF THE SIDE

BOUNDARY UNLESS SHOWN OTHERWISE.

a 4. ROOFWATER DRAINLINES SHALL BE BEDDED AND

SURROUNDED WITH SAND TO 100mm ABOVE THE

CROWN OF PIPE.

HOUSE CONNECTIONS TO EXTEND A MINIMUM OF 1.0m

PAST ADJACENT SEWER LINES.

ROOFWATER DRAINAGE PIPES TO BE uPVC (100%

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Ke K 117
7 /
CONSTRUCT PRAM RAMP TO'ALIGN WITH SLES ON ROOFWATER SWALE DETAIL wi ROBBER RNG OMS.
EXISTING SEA-EAGLE DRIVE CONCRETE ISLAND. ~~ NTS. :
ee £ iy 7. MINIMUM COVER TO PIPES TO BE 450mm AND TO SUIT
l *,. ¥ FINISHED SURFACE LEVEL.
TIE KERB RETURN NEATLY g SS 8. ENDS OF PIPES AND STUBS TO BE CAPPED.
INTO EXISTING KERB, (TY? .)=7 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
1) i ARE CONSTRUCTED, PROVIDE A FULL HEIGHT
/ ROOFWATER KERB ENTRY ADAPTOR WITH 100% uPVC
PIPE (CLASS SN6) AT 1.0% MINIMUM GRADE
1 ‘| 20 EXTENDING PAST THE CONCRETE FOOTPATH TO THE
| ' PROPERTY BOUNDARY (2 PER LOT). ALTERNATIVELY,
! | TP 122.662 KERB ADAPTORS ON ZERO LOT BOUNDARIES ARE TO
1 BE ALIGNED AS PER THE DETAIL ON THIS DRAWING.
/ - FUTURE ROAD
| 1 aia
i 140
Ss INDUSTRIAL
= 129 STRENGTH
=
oS CROSSOVERS REFER ROOFWATER”
xs EXISTING 525B RCP. w@ 128 SWALE DETAIL. STDP woad Pavenent wareniat PEO EXCAVATOR COMPACTION WHEEL ALLOWED AT
os i 2 ony S= a DEPTHS OVER 1000mm ABOVE TOP OF PIPE
ws ’) LOT 904 ——— a.
w 160 SP 221501 A eonpactén 1 VIBRATORY TRENCH ROLLER (AMMANN RW1404-850 OR SIMILAR)
= _ A Mpoares AX ALLOWED AT DEPTHS OVER 600mm ABOVE TOP OF PIPE
ly SV 7] -CBR 15 MATERIAL- {<
hy FUTURE Opa VIBRATORY Raver (es6ry OR SWILAR) ALLOWED AT DEPTHS
7 ns my mm IPE
a DEVELOPMENT Ao
= JS
a AK 7 x
° > AN > SIDE ZONE
CONSTRUCT NEW MANHOLE | ROOT IO x HAUNCH ZONE
OVER EXISTING 525 RCP. S| a] als BED ZONE
DEMOLISH AND REMOVE -| x} sis 2_x_DIA.
REMAINING PIPE AND Ss} my SIF (MIN. 300mm)
u| cI x
HEADWALL DOWNSTREAM x 2 2 TRENCH DETAIL TO ROADWAYS
io, 133 e/S TYPE HS2 SUPPORT
/ \ “le SCALE: N.T.S.
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Tear [ones bene] ONT SORE TMETREST TACROFTN Coen DRAWN TTT
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D DRAWN CHECK ‘e IN PILCHER RPEQ 14593} Brown Consulting (QLD) Pty Ltd
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