Engineering Drawings Part 1 - OPW14/0197

 

N13078-111 FOR CONTINUATION

 

 

          
  
 
  
 
 
  
   
 
 
 
  
    
 
  
          
 
 
      
 
   
      
   
   
 
 
  
  
  

REFER DRG

  

   

r << SSK OSS “yey 9g / L - LEGEND

CAUTION I SAG = oe REFER N13078-130 FOR 7 /

UNDERGROUND E BASIN ACCESS DETAILS. ef / PROPOSED STAGE BOUNDARY
TELSTRA REFER SEQ R-050 FOR ‘ PROPOSED FINISH SURFACE CONTOURS
CABLES DRIVEWAY CROSSING DETAILS. EXISTING SUREACE CONTOURS

,.elstra — - | PROPOSED STORMWATER DRAINAGE

& / . < coy, Ye PROPOSED AC
vo |e \ ay f,
MOUS ENG W TRS MERIT PA REFER 13078 12h FOR PROVIDE 4.0m? ROCK PROPOSED) RODE WATER DRAINAGE
CABLES EXIST IN THIS IGNTY- | ISLAND SETOUT DETAILS ee PROTECTION Dsg = KERB ADAPTOR (2 PER LOT) - REFER NOTES

200mm L = 2.0m
901

PROVIDE 4.0m? ROCK PROTECTION

150H uPVC ROOFWATER CONNECTOR PIPE TO PIT|
2.6m WIDE DRIVEWAY AS PER SEQ R-050.
REFER TO LANDSCAPE DRAWINGS FOR COLOUR
& SPECIFICATIONS.

LOCATIONS. EXTREME CARE MUST
BE TAKEN WHILST EXCAVATING.
/

 

 

 

 

 

DANGER I! Lo,

4A
Dsp = 200mm L = 2.0m BA e
| ( wy 0 INTERSECTION THRESHOLD TREATMENT REFER
UNDERGROUND MEAN 2 t DRAWING N13078-125 FOR DETAILS.
ELECTRIC CABLES | /

EXISTING KERB (TYP.) PROPOSED FOOTPATH

KERB TRANSITION (OVER 1.0m)

       

  

 

 

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‘energex Yi Sr Lo RS . s cs PROPOSED SEWERAGE RETICULATION
. —- Z
UNDERGROUND ELECTRICITY h PROVECTICN fs OK —— PROPOSED WATER RETICULATION
CABLES EXIST IN THIS VICINITY. > on 1 <<< __ PROPOSED SERVICE CONDUIT (100mm DIA)
CONTACT ENERGEX FOR CABLE ||/ Je 200mm L = 2.0m | —/LOCKING RAIL AS PER /a mm
LOCATIONS. EXTREME CARE MUST & | STD DRG. GS-043 2 2 2 3 2 3 STEEL BEAM GUARDRAIL
BE TAKEN WHILST EXCAVATING. / D / =
& K 172, — of 5 , , POOL FENCE TO LANDSCAPE ARCHITECT'S DETAILS
js TP 72.800 3 la
1/ ke / ,=
RY Ye /, Lm a
J OST 780 g
) REFER N13078-129 FOR J 67 a
1/ xe | FAUNA CROSSING DETAILS 7 J 07 on
Ws yy WTS
J INDUSTRIAL i 4 L/ TP 90.698 a
2 &P "| STRENGTH | 902” y f= 7" oo oO
/ CROSSOVERS Ao Y a
& 7 PROVIDE 6.0m? ROCK PROTECTION © “fe bs ~ <r ROADWORKS AND DRAINAGE NOTES
yo . . / , ‘0 1a
joPsn = 200mm C= 3.0m | 7 Se 1. ALL WORKS SHALL BE CARRIED OUT IN ACCORDANCE WITH CURRENT
| py ry A ir) NOOSA COUNCIL STANDARD DRAWINGS AND. SPECIFICATIONS.
REFER |.P.W.E.A.Q. STD. DRG. J] 2. THE CONTRACTOR SHALL TAKE OUT ALL APPROPRIATE COUNCIL AND
| | WSUD-006 FOR WEIR DETAILS 7 4 MAIN ROADS DEPARTMENT PERMITS PRIOR TO COMMENCING WORK.
| / ) /, Pr ly ee ce 7
, | TE 116.759 oo 3. THE CONTRACTOR IS TO ASCERTAIN THE EXACT LOCATION OF ALL
0 a7e ay EXISTING SERVICES PRIOR TO COMMENCEMENT OF CONSTRUCTION AND
rN ¥ SHALL BE RESPONSIBLE FOR RECTIFICATION OF ANY DAMAGES TO
\" 475 EXISTING SERVICES WHICH MAY OCCUR. THE LOCATION OF EXISTING
TP ‘aga SERVICES ON THESE DRAWINGS IS APPROXIMATELY ONLY.
Y be 135.559 4. WORKS SHALL BE PROGRAMMED SO AS NOT TO DISTURB NEARBY
STEEL BEAM GUARDRAIL IN 7 HOUSEHOLDERS EITHER BY DUST, NOISE, FLOODING, SILTATION OR
TO T.M.R. STD. DRG. 1474 XG] J / DISCONNECTION OF SERVICE.
RS Z
REFER N13078-128 FOR J 2A 7 5. LEVELS AND GRADIENTS AT JUNCTIONS WITH EXISTING WORKS MAY
BASIN ACCESS DETAILS. Uo BE VARIED AS REQUIRED TO ACHIEVE A SATISFACTORY CONNECTION
- 1] SINDUSTRIAL STRENGTH AND THE CONTRACTOR SHALL INCLUDE THE COST OF THIS WORK IN
UY y SROSSOVERS THE TENDER PRICE. WHERE NEW WORK JOINS EXISTING, THE
Ke | ZA A EXISTING PAVEMENT IS TO BE SAW-CUT BACK 300mm TO ENSURE A
7 oy BL | NEAT JOIN. THE WORK SHALL TRANSITION NEATLY WITH THE
WY 7 SA PAVEMENT SO THAT THE DEVIATION FROM THE LINE OF 3.0m
26 Y i STRAIGHT EDGE SHALL BE NO GREATER THAN 10mm.
FIRE PROTECTION ZONE 6. ALL FILL AREAS SHALL BE CLEANED OUT TO SOLID AND INSPECTED
PRIVATE OPEN SPACE BUFFER BY THE SUPERINTENDENT BEFORE FILL IS PLACED.
‘ [s 7. ALL ALLOTMENT EXCAVATION AND FILLING SHALL BE COMPACTED TO
> N 4 NOT LESS THAN 95% DENSITY RATIO (TO AS 1289-5.1.1 - STD.
' [S| FIRE PROTECTION ZONE / COMPACTION)
~ ie STAGE C1 PRVATE OPEN space BUFFER / 8. ALL ROAD CROSSING SERVICES CONDUIT ENDS SHALL BE EXPOSED
KERB LEGEND S je * AND THE CONDUITS RODDED AT THE PRE-SEAL INSPECTION WITH

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

 

—— — — |.P.W.E.A.Q. SEMI-MOUNTABLE KERB TYPE SM3

 

   

 

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3

L_= AS SPECIFIED ROCK SIZE (D.,): 75mm (MIN COMPACTED THICKNESS) OF APPROVED TOPSOIL AND
|.P.W.E.A.Q. CONCRETE INVERT REFER D® NOTE FOR Dsp ON THE ENGINERSING PLANS SHOW ROCK WORKS GRASS SEEDING OR TURFING AS DIRECTED.
“_assocareo ROCK SIZE. DENOTED AS HAVING SIZES OF Dsp. Dsp CORRESPONDS 10. 80% GRASS COVERAGE MUST BE ESTABLISHED BY THE “OFF
——--——-- — .P.W.E.A.Q. BARRIER KERB TYPE B2 OX TO THE MEDIAN DIAMETER OF WHICH HALF OF THE ROCK MAINTENANCE” INSPECTION
ml\C SIZES SHALL BE GREATER AND HALF OF THEM SHALL

BE SMALLER. THE ROCK SHALL BE WELL GRADED AND 11. ALL STORMWATER PIPES [email protected].

—— --—— .P.W.E.A.Q. MOUNTABLE KERB AND CHANNEL TYPE M1 HAVE A MAXIMUM SIZE NO GREATER THAN 30% AND A
1s - MINIMUM SIZE NO SMALLER THAN Dsp. FOR EXAMPLE IF

Dsp = 400mm IS SPECIFIED, THE EQUIVALENT ROCK

TT NPWAEA.Q. BARRIER KERB AND CHANNEL TYPE B1 (300mm) = ROCK PROTECTION DETAIL DIAMETER RANGES FROM 280mm TO 520mm.

FILE, NTB078-10.dwg DATE: 16-06-2014 TIME: 08:45 NTS.
Xref’s: X-NIBO78-TIT X-NIB078-BASE X-NT3078-ROADWORKS AND DRAINAGE X-N13078-CONTOURS USR: nathan taylor

 

 

 

 

 

 

 

 

 

 

 

 

 

 

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