08/0529 - Response to Information Request [As Published] · 142008.529

DRAWING SIZE — Al NOMINAL KERB Barrier
SETOUT LINE

! Kerb to

é detail

    
  
  

 

  
  
  
  
  

 

    
       
 
  
 
 

   
    

 

 

 

 

 

ROOF DRAINAGE ‘o
MANAGEMENT PLAN ALL ROOF DRAINAGE TO DRAIN TO N
— Ensure the inflow into the pit is protected with PROPOSED WATER TANKS. FINAL
an approved leaf and silt guard. DOWNPIPE LOCATIONS TO FUTURE Ss ” ____ Extend sub-base 150mm
— The pit MUST be wrapped in geofabric cloth as DETAIL. ~| sS passed back of kerb.
specified.
— The pit should be backflushed on a regular basis START DF EXISTING
3 months) to remove any silts or similiar ~
(5 month ) y Depth | Subgrade preperation, refer BITUMAN DRIVEWAY
— The pit should only be used for the disposal of determined — pavEMENT MATERIALS general notes.
sj . CONSTRUCTION NOTES.
stormwater. on-site. 125mm N25 Concrete pavement, SL82 Mesh Middle GRA:
100 Base course type 2.1 CBR 40 OR Compacted Sand Base J, Og rot soaie kom tis owng
Settlement Surface Concrete Sub—grade preperation in accordance with specifications/notes Sage Snarnene a f2be ei Go Be een
Allowance 100mm Bund encased PROP Ep 4. Any crepancis between tee crowing nd the crctectur dawiye
. ' un ore n anges immedcidy
Topsoil J overflow grate. aly 20unp Ry CONCRETE DRIVEWAY SECTION COMPACTED FILL TO 98% sat be aient ont sa eens t atng savers within and
10 STANDARD, PROVIDE BACK Tso,
. FOOTPATHS AND DRIVEWAYS:
. OO PROPPING TO 190 BLOCK 1 Exige tobe om aa tp removd
Flow S _ « - RETAINING WALL DURING 5 Gonrla Svea fo be mm Oi mcg ey ed erat,
Ss FFL 43.515 S +E ee CONSTRUCTION 2 cones arcs tderonce +5 ran ovr 3m
. 5 GARAGE = 7 font ft A150 pd cod ch ph
. a” Op pee 7. Expansion jaints to be 10mm wide wet tooled with every 2nd mesh wire
Grid of Slotted = ce WOR @ One oxen pot paid fr ech ott
Agg pipes 150 min \ Tt 10M sao to be ald nd feat roered pe at
clearance to base. As per plan 20mm clean a FLUNG NOTES: ~
aggregate encased a — — ral CP1 ao ~The site is to be scraped clear of all orgmnic materi and Sebi, »
(A mn geofebric. / seen arin re eta re
ran sufficient 10 ochieve @ blow count of 7 blows per 300mm with on approved
} t

 

 

STORMWATER SOAKER PIT DETAIL p\s fF & armas tetas eto
eral content of less than 12% ici Index less than 25% Linear shrinkage of

 

RESIDENCE 2

 

 

 

Slotted horizontal
agg laterals
pipes equally spaced.

 

 
  
 
  

 

LOT2
AREA : 718.877
PROPOSED NEW
RESIDENCE

     
   
  
    
   
   
    
   
 
 

FFL 43.765
GARAGE

 

L
3
e

 

 
 

 

   

As per plan

 

 

 

 

    

LOT taininum of 98% dry density os determined by compaction testing in
(RY TYPICAL SECTION ~ A — A AREA: moon? Sn I ay ih tn
4 DETAILS

PROPOSED NEW
RESIDENCE

 

 

 

 

 

 

 

 

 

 

 

Pipe Grid at Base

 

 

 

 

 

 

 

 

 

 

's84¢ CONSTRUCTION

Socamaanty am, &

ABN 40 098

 

Wet tooled
LEGEND control pint. \\ driveway slab. 2/908 vPVC

_.--7'7 INDICATES EXISTING SURFACE TANK OVERFLOW
49.9 CONTOUR AND LEVEL TO AHD.

ra, INDICATES DIRECTION OF FALL rn fe ne ee =<

TO FINISHED DRAINS. fp 2
5° 450Sq GRATED FIELD INLETS, Cut every 2nd SL/2 mesh 3(No.) 4.0x1.0x1.0m(D) .

18 DUKE STREET SUNSHINE BEACH QLD.4567
Ph (07) 5447 5544

Title:
DRIVEWAY WORKS & DRAINAGE

  

      
 

PRE-CAST CONCRETE. wire along line middle STORMWATER SOAKAGE 7 OH Project
+35] INDICATES PROPOSED FINISHED R.L SPOT of joint. PITS TO DETAIL 2/908 vPVC PRE a POWELL RESIDENCE
SURFACE LEVELS, TANK OVERFLOW "Y Boo Little Cove Rd, Noosa Heads
TJ) TOOLED JOINT DETAIL DRIVEWAY WORKS AND DRAINAGE ay

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pew r7268-0W2 FA