N13078 - 2014.10.17 - 1 Of 2

 

FILE; NB3078-M0.dug
ref’s: X-NDBO7E-TIT

 

CAUTION I
UNDERGROUND

   
   

   

TELSTRA
CABLES

qelstra

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

 

 

 

 

 

DANGER !!

UNDERGROUND
ELECTRIC CABLES

energex

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

 

 

 

 

 

it (n [ [7 serour une

|.)—

ATE: 16-10-2014 TIME: 16:21

 

Zz

/
TIE KERB RETURN
NEATLY INTO
EXISTING KERB (TYP.)

INDUSTRIAL
STRENGTH

PRIVATE OPEN SPACE BUFFER

7
REFER N13078-124 FOR
ISLAND SETOUT DETAILS

  
   
   
   
       
       
  
 

  
  
 
  
 
     
     
    
   
 
 
 
 
   
       
    
  
 
   
   
    

FIRE PROTECTION ZONE

KERB LEGEND

L.P.W.E.A.Q. CONCRETE INVERT

‘X-NIBD74-BASE.X-N13078-ROADWORKS AND DRAINAGE X-N13078-CONTOURS USR; Curtis Boorman

— |.P.W.E.A.Q. BARRIER KERB TYPE B2

—'— '— — .P.W.E.A.d. SEMI-MOUNTABLE KERB TYPE SM3

—— -— — —— |P.W.E.A.Q. MOUNTABLE KERB AND CHANNEL TYPE M1

—— ---—— .P.W.E.A.Q. BARRIER KERB AND CHANNEL TYPE B1 (300mm)

 

REFER DRG_N13078-111 FOR CONTINUATION
7 PLS Lyd

\ 7 Dike
ipo baw SS

Tel

   

REFER N13078-130 FOR
BASIN ACCESS DETAILS.

PROPOSED STAGE BOUNDARY

  
 
 
 
  

TIN & MAX ACCESS
GRADE (TYP.)
1

SSs

  

BV Gis,

BRAY

  
  

WS

  

STEEL BEAM GUARDRAIL
TO T.M.R. STD. DRG. 1474

REFER N13078-128 FOR
BASIN ACCESS DETAILS.

   

  

 

REFER SEQ R-050 FOR
DRIVEWAY CROSSING DETAILS.

PROVIDE 4.0m? ROCK
PROTECTION Dsp =
200mm L = 2.0m

901

PROVIDE 4.0m? ROCK PROTECTION
Dsq = 200mm L = 2.0m

REFER N13078-130 FOR
Laver DETAILS

 

   
  
  
 
 

 
 
   
    
     
    
  
 
 
  

  

  
  
 

     

 

 

 
 

 

 

 

  

 

 

 

 

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& /-Y
wor 4
INDUSTRIAL STRENGTH
CROSSOVERS
Zz

AB 7
< 4

 

 

  

 

 

 

 

 

 

 

FIRE PROTECTION one -!

STAGE C1 PRIVATE OPEN SPACE BUFFER

 

 

   

L_= AS SPECIFIED

REFER D°° NOTE FOR
ASSOCIATED ROCK SIZE.

PROVIDE 2 LAYERS ROCK
PROTECTION PLACED TO ALL
STORMWATER OUTLETS WITH
GEO-FABRIC UNDERLAY (MIN.
DEPTH 400mm)

ROCK PROTECTION DETAIL

N.T.S

ROCK SIZE (Deg):

Dsp ON THE ENGINEERING PLANS SHOW ROCK WORKS DENOTED
AS HAVING SIZES OF Dsp. Dsp CORRESPONDS TO THE MEDIAN
DIAMETER OF WHICH HALF OF THE ROCK SIZES SHALL BE
GREATER AND HALF OF THEM SHALL BE SMALLER. THE ROCK
SHALL BE WELL GRADED AND HAVE A MAXIMUM SIZE NO
GREATER THAN 30% AND A MINIMUM SIZE NO SMALLER THAN
Ds. FOR EXAMPLE IF Dsp = 400mm IS SPECIFIED, THE
EQUIVALENT ROCK DIAMETER RANGES FROM 280mm TO 520mm.

 

 

 

HOUSEHOLDERS EITHER BY DUST, NOISE, FLOODING, SILTATION OR

DISCONNECTION OF SERVICE.

5. LEVELS AND GRADIENTS AT JUNCTIONS WITH EXISTING WORKS MAY
BE VARIED AS REQUIRED TO ACHIEVE A SATISFACTORY CONNECTION
AND THE CONTRACTOR SHALL INCLUDE THE COST OF THIS WORK IN

PROPOSED AC

PROPOSED FOOTPATH

KERB TRANSITION (OVER 1.0m)
PROPOSED SEWERAGE RETICULATION
PROPOSED WATER RETICULATION
PROPOSED SERVICE CONDUIT
STEEL BEAM GUARDRAIL
POOL FENCE TO LANDSCAPE ARCHITECT'S DETAILS

- PROPOSED FINISH SURFACE CONTOURS
EXISTING SURFACE CONTOURS
PROPOSED STORMWATER DRAINAGE

PROPOSED ROOFWATER DRAINAGE
KERB ADAPTOR (2 PER LOT) - REFER NOTES
1506 uPVC ROOFWATER CONNECTOR PIPE TO PIT|
2.6m WIDE DRIVEWAY AS PER SEQ R-050.

REFER TO LANDSCAPE DRAWINGS FOR COLOUR
& SPECIFICATIONS.

INTERSECTION THRESHOLD TREATMENT REFER
DRAWING N13078-125 FOR DETAILS.

(100mm DIA)

~ { | : bE 7 y
PROTECTION Dsp = a
200mm | = 2.0m TP 72.800 /jAs
[ oo os ot all
“| — io
Z —_
REFER N13078-129 FOR / x* w
FAUNA CROSSING DETAILS Z s ne
173° a
TP 90.698
902 ~ Z iS
PROVIDE 6.0m? ROCK PROTECTION (er ROADWORKS AND DRAINAGE NOTES.
[ame :
Dso = 200mm L = 3.0m 1100 yo 2 1 ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH CURRENT
by / ) | . >< .
1 4 uu NOOSA COUNCIL STANDARD DRAWINGS AND SPECIFICATIONS.
REFER |.P.W.E.A.Q. STD. DRG. 2 yf 2. THE CONTRACTOR SHALL TAKE OUT ALL APPROPRIATE COUNCIL AND
WSUD-006 FOR WEIR DETAILS rp’ by Z MAIN ROADS DEPARTMENT PERMITS PRIOR TO COMMENCING WORK.
TP 116.759. Z 1 3. THE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION OF ALL
vO ems 7 EXISTING SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION AND
iN re SHALL BE RESPONSIBLE FOR RECTIFICATION OF ANY DAMAGES TO
UN 475” EXISTING SERVICES WHICH MAY OCCUR. THE LOCATION OF EXISTING
‘Tr 19.414 SERVICES ON THESE DRAWINGS IS APPROXIMATELY ONLY.
alee 135.559 4. WORKS SHALL BE PROGRAMMED SO AS NOT TO DISTURB NEARBY

THE TENDER PRICE. WHERE NEW WORK JOINS EXISTING, THE

EXISTING PAVEMENT IS TO BE SAW-CUT BACK 300mm TO ENSURE A

NEAT JOIN. THE WORK SHALL TRANSITION NEATLY WITH THE
PAVEMENT SO THAT THE DEVIATION FROM THE LINE OF 3.0m

STRAIGHT EDGE SHALL BE NO GREATER THAN 10mm.

6. ALL FILL AREAS SHALL BE CLEANED OUT TO SOLID AND INSPECTED
BY THE SUPERINTENDENT BEFORE FILL IS PLACED.

7. ALL ALLOTMENT EXCAVATION AND FILLING SHALL BE COMPACTED TO

NOT LESS THAN 95% DENSITY RATIO (TO AS 1289-5.1.1 - STD.

COMPACTION)

8. ALL ROAD CROSSING SERVICES CONDUIT ENDS SHALL BE EXPOSED

AND THE CONDUITS RODDED AT THE PRE-SEAL INSPECTION WITH

COUNCILS ENGINEER.

9. FOOTPATHS SHALL BE TRIMMED AND ROLLED PRIOR TO PLACING OF

75mm (MIN COMPACTED THICKNESS) OF APPROVED TOPSOIL AND

GRASS SEEDING OR TURFING AS DIRECTED.

10. 80% GRASS COVERAGE MUST BE ESTABLISHED BY THE “OFF

MAINTENANCE” INSPECTION

11. ALL STORMWATER PIPES [email protected]
SUE

TCALCS [DRAWN] _ DATE

 

a

AMENDMENT DETAILS

DESIGN CHECK

 

 

O4zmzOzmE>

NT_ [NT [30.06.16

‘TULET DETAIL AMENDED & EATHWORKS REMOVED FROM BUFFER ZONE.

 

NT_[nT_[05.08.%

BIQ_SWALE ADDED, SWD AND FOOTPATH WIDTHS AMENDED.

 

@ [oe [wi

AMENOMENTS PER COUNCIL RF; BIO & REAR LOTS AMENDED

DRAWN CHECK|

 

 

 

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1500 105
sso00

‘SCALE (METRES T

0 10

20M
A3

 

MICROFILM No.

PROJECT No.

N13078

 

SURVEYOR: RPS
1 INNOVATION PARKWAY,

Ph (07) 5436 7888 Fax (07) 5493 6630

"APPROVED

[ea

FOR & ON BEHALF OF BROWN CONSULTING (QLD) PTY LT0

“CLIENT

BIRTINYA

QM PROPERTIES

 

‘PROJECT
SHAUN PILCHER RPEQ. 16593}

MATHEW HILL RPEQ 11578
BRENT THOMAS RPEQ 7862

 

LAKE DOONELLA NOOSA

STAGE C1 - C6

BROWN

Smart Consulting

 

con aurN ALA ROADWORKS AND DRAINAGE
LAYOUT PLAN
Brown Constng QLD} Py ltd ly SHEET 1 OF 3
Lovo! 3, 14 Inngeation Parkway, Ritings QLD Australi 4575 Company | DRAWING NUMBER 188UE
Cerca nan ber owe tance PE N13078-110 Cc