08/0529 - Approved Plan [As Published] · 142008.529

DRAWING SIZE - Al

MANAGEMENT PLAN

— Ensure the inflow into the pit is protected with
an approved leaf and silt guard.
— The pit MUST be wrapped in geofabric cloth as

specified.

— The pit should be backflushed on a regular basis
(3 months) to remove any silts or similiar

materials.

~ The pit should only be used for the disposal of

stormwater.

Settlement 100mm
Allowance.

Topsoil Bund
10 |

  
   

Grid of Slotted
Agg pipes 150 min

clearance to base. As per plan

STORMWATER SOAKER PIT DETAIL

Slotted horizontal
agg laterals
pipes equally spaced.

 

(A \ TYPICAL SECTION ~ A - A
Oy DETAILS

 

Pipe Grid at Base

GEND

7:77 INDICATES EXISTING SURFACE
48.00 CONTOUR AND LEVEL TO AHD.

FAL, INDICATES DIRECTION OF FALL
TO FINISHED DRAINS.

450Sq GRATED FIELD INLETS,
EE] pre-cast concrete.

+309 =~ INDICATES PROPOSED FINISHED R.L SPOT

SURFACE LEVELS.

As per plan

\ comm clean

aggregate encased

 
   
 
  

As per plan

Wet tooled 125 Thick —
control pit. \ driveway slab. 2/908 vPVC

   

Cut every 2nd

NOMINAL KERB Barri
SETOUT LINE arnier

, Kerb to
é detail

  
   
 
 
 

ROOF DRAINAGE

ALL ROOF DRAINAGE TO DRAIN TO Q
PROPOSED WATER TANKS. FINAL -
DOWNPIPE LOCATIONS TO FUTURE 8 ____ Extend sub-base 150mm

DETAIL. passed back of kerb.

Depth { Subgrade preperation, refer

determined PAVEMENT MATERIALS general notes.
on-site. 125mm N25 Concrete pavement, SL82 Mesh Middle
100 Base course type 2.1 CBR 40 OR Compacted Sand Base
Sub—grade preperation in accordance with specifications/notes

ROP ET E2UND Ap, CONCRETE DRIVEWAY SECTION

_ PROPPING TO 190 BLOCK
% ———~ RETAINING WALL DURING

    

 

COMPACTED FILL TO 98%
STANDARD, PROVIDE BACK

  
   

 
 
  

     
  

  
 

  
  

 

 
 

 
 

ry ;
FFL 43.515 Slam. +E ee CONSTRUCTION
GARAGE a a 7.
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a eso
SFio\ ea ~~
—— 1-7 I
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RESIDENCE 2

 

 

 

 
  
  

 

 

LOT 2
AREA : 718.87m?
PROPOSED NEW

RESIDENCE

  
   
 
   
 

  
  
 

FFL 43,765
GARAGF

 

 

 

 

 

  

LOT 1
AREA : 800.81m?
PROPOSED NEW
RESIDENCE

 
 

 

 
  
  
 
   
 

 

 

 

 

 

 

 

 

TANK OVERFLOW

   
 
      

3(No.) ey eo -

 

SL72 mesh

wire along line middle STORMWATER SOAKAGE . ———
of joint. PITS TO DETAIL. 2/900 PVE = RGSS
TANK OVERFLOW ERTY 5

TJ) TOOLED JOINT DETAIL DRIVEWAY WORKS AND DRAINAGE

Sunshine Coast Regional Council

 

Development Permit Operational Works tio: 262".

Under no circumstances may the Plan & Specitications be departed
from within the written approval of Councit.

PLANS

  
 

START OF EXISTING
BITUMAN DRIVEWAY

    
 

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is responsible for locating ofl existing services within and
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DO NOT SCALE FROM THIS DRAWING
Beacate rena ree
SCG Consulting Engineers.

 

 

 

 

 

 

 

 

 

        

CONSULTING ENGINEERS
SC ructural - Givil - geotechnical

st
ABN 40 098 481

   

 

     

18 DUKE STREET SUNSHINE BEACH QLD.4567
Ph (07) §447 5544 Fax (07) 5447 2634

Title:
DRIVEWAY WORKS & DRAINAGE

  
 
   

  

 

  

Project
POWELL RESIDENCE
Little Cove Rd, Noosa Heads

eam oe [|
em 7266-0W2 A