07/2024 - Approved plans [As Published] · 142007.2024

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SEDIMENT AND EROSION PLAN

522" §8°20" 49.04 < . STEEL / TIMBER POST long, TO BE SPACED

     
    
  

 

 

 

  
   
   
 
      
   

   
  
  
  

    
  

 

BOWop ‘= 4. ~ < LEGEND AT 3.0m MAXIMUM crs. EXACT SPACING OF POSTS TO Odjective/target Comply with alt statutory regulations and “]
7 % 2 BE CONFIRMED ON SITE BY SUPERINTENDENT. POSTS : maintain them during construction and the
yx 4, ~ — = Z| TO BE POSITIONED ON DOWNSTREAM SIDE OF FABRIC maintenance period. Comply with this erosion
i? |Y z| and sediment control plan, to control
E a Y EXTENT OF EARTHWORKS. 2 “SILT LOK’ FILTER FABRIC for approved equiv.) erosion and sediment flows.
YY: ~ 3 COMPACTED BACKFILL TO TRENCH Management Strategy Site foreman to identify and check direction
INDICATES FIELD INLET * 13.09 EXISTING SPOT LEVELS of storm water land flows as shown on the

  
   
  
    
  

      
 

 

SEDIMENT TRAP REFER DETAIL.

plan. Provide barriers and other measures

shown on the plan to prevent storm water
flows over embankments and sediments into
catchpits.

    

SILT FENCE {SEE DETAIL)

 
  

LAY THE TOE-IN FLAP OF FABRIC IN THE
BOTTOM OF TRENCH AS SHOWN

BUILDING OUTLINE

       
    
 

 

   
   

FIELD INLET SEOIMENT TRAP Tasks/Actions Erect sediment barriers at the top of

embankments as shown on the drawing.
Strategically place check dams around gully
pits.

  
  

TYPICAL SILT FENCE
DETAILS nts

 
    
 
    
  
  
 

 

Performance Indicators Site foreman to check erosion and sediment
flows at the base of embankments after

 
  
 
  

  

  

     

 

+ OVERLAP POSTS AS SHOWN TO PREVENT FLOW THROUGH rain. , ;
+ DRIVE POSTS FIRMLY TOGETHER AND WIRE TIE AT TOP TO Check that check dams are working during
PREVENT SEPARATION OF FENCE. rain periods.

 

       

Frequency/Deadiine Site foreman to monitor performance after
every heavy downfall.

   
   
 
  
  

 

  
   
   
    
     
 

  
 

          

 

  
  

 
 

 

          
   

 
 

 

tvacenes k BELT LOOP TO BE TWISTED Responsible Person/ Site foreman to be responsible for
.. DATE.. Jeewrokce AROUND TOP OF POST Organisation inspections
e “yf: DATE 2? /Te0H F Reporting/Review Site workers to advise foreman if they
. .DATEZLZ7).L0...) 2Q2Z. notice any barrier needing repair.
SDD FOR APPROVAL FENCE TO POST Correcie Actions | Cipevicer exo barrier or check doms es
ete bene rece ee eneeeceeceenee CONNECTION NTS required.

 

 

IRCUMSTANCES MAY THE
se BE DEPARTED FROM WIT!

 

  
 
 
 
 
  
   

   

‘AL of the MANAGER LAND DE
PLANS APPROVED
DARE PLA OO”

iE SILT FENCE FIXED IN
s : WITH MANUFACTURERS SPEC. TO
TEMPORARY SITE FENCING.

52° 55720" 33.711

CONTROL OF THE WIND CARRIAGE OF DUST

TO ENSURE THAT ALL WORKS DO NOT DETRIMENTALLY AFFECT THE AMENITY OF
THE GENERAL NEIGHBOURHOOD AND THE ENVIRONMENT SURROUNDS THE FOLLOWING
MEASURES SHOULD BE ADOPTED:

        
    

ALL TOPSOILED AREAS TO BE TREATED BY SURFACE SPRAYING A MINIMUM OF
THREE (3) TIMES PER DAY AT MAXIMUM THREE (3} HOUR INTERVALS, UNTIL
SATISFACTORY GROUND COVER IS ACHIEVED.

    
   
  
 
 
 
 
  

10

POST B END POCKET

  

 

SUGGESTED STOCKPILE LOCATION. ACTUAL

     
   

 

 

 
 
     

 

    
    

B LOCATION TO BE DETERMINED ONSITE BY
‘SUPERINTENDENT JOINING SECTIONS FOR
SILT FENCE nis
SEDIMENT MANAGEMENT DETAILS
e 2 TEMPORARY CONSTRUCTION ENTRY/EXIT. REFER TO ENT_MAN ENT _DETA
By Wats eter DETAIL. ALL CONSTRUCTION VEHICLES TO USE THIS 1 PROVIDE SILT F AT THE TOE OF ALL fll
‘ge ENTRY. THE CONTRACTOR SHALL CONTINUOUSLY aR ERS ENCES AT tL FIL
“tgnipoe MONITOR [THE ROAD ADJACENT TO THE SITE FOR ,

    
   
      
 

 

2 PROVIDE CHECK DAMS AT TABLE DRAIN OUTLETS AND

og SITE AND IMMEDIATELY REMOVE SUCH MATERIAL. WHERE DIRECTED.

 

ANY ang OR OTHER MATERIAL CARRIED OFF THE

 

3. PROVIDE TEMPORARY SILT TRAPS AS DIRECTED.

  
  

CONCRETE MASONRY BLOCKS INLET WITH GRATE

(50 SERIES} ‘4. THE ABOVE SILT MANAGEMENT MEASURES ARE TO BE
MAINTAINED UNTIL ACCEPTANCE ‘OFF MAINTENANCE’.

      

SEDIMENT AND EROSION CONTROL LAYOUT PLAN

eos 2 3 8 5S on
et et et

SCALE 1.100 @ Al

 

     
 
  
  
   
    
     

      
     
   
      
   
     
      
    
 
   
    

  

5. THE ABOVE SILT MANAGEMENT MEASURES ARE DESIGNED
ERM (300mm IN ACCORDANCE WITH ‘SOIL EROSION AND SEDIMENT
MIN HEIGHT) CONTROL’ BY THE IEA AND MAY BE VARIED 6Y THE

   
   

GEOTEXTILE FABRIC,
BIDUM U34 OR SIMILAR.

          
 
 

 

 

 

 

  
  
 

 

 

 
 
 
 

 

 

 

— COUNCIL'S REPRESENTATIVE TO SUIT SITE CONDITIONS.
mea WIRE NETTING earn Te BAS BLOCKS
to ALL SIDES OVERFLOW « TURFING AND SEEDING ARE TO BE CARRIEO QUT AS
NOTE: ALL SERVICES RUNOFF WATER SGON AS PRACTICABLE. REFER TO THE SPECIFICATION
f CATED RUNOFF FROM PAD WITH SEDIMENT FOR SEED MIXES AND APPLICATION METHODS.
SITE DESCRIPTION TO BE LOCA DIRECTED TO SEDIMENT TRAP. SEDER FILTERED WATER
LOT 12 on SP179879 ON SITE BY CONTRACTOR
PARISH OF WEYBA PRIOR TO ANY CONSTRUCTION FIELD INLET WITH GRATE

        
      
 
      
    
   
 

TEMPORARY CONSTRUCTION
ENTRY/EXIT_ SEDIMENT TRAP n.1-s FIELD INLET SEDIMENT TRAP n.t.s

COUNTY OF MARCH

 

 

 

 

   
  
  
   
   
 
   

 
  
    
   
    
        

 
 

 
  
  

NOTES:

vate OCTOBER 2007

PROJECT:

 
   
    
  
   
 
      
  

   
 
   
  

  
     
   

 

 

 

TITLE: Z
1 Tis & the papsy ot he engee, end aye SX, BARLOW GREGG Swarava_| SEDIMENT AND EROSION PROPOSED DUPLEX nro
ep repeat mas Bee eS scx sussr as CONTROL LAYOUT PLAN, 15 GRANT STREET [een exe |
leftingeneat i acy wey may tescft in lege! action. G FURIE COAST: fuse coast. = NOTES AND DETAILS NOOSA HEADS . .
2, Figured imerios take pececeme ever scled Faodaber 450 CORAL COAST: ASS0GRTEO COWSOTANTS PROJECT-SUBSET-SHEET-REVISION
1 Ney ins 0 mocon bm meeimesres | BURLEIGH DESIGN

    
  

 

        

  

BM070201 - C01

Fox ‘etTsus qi
Amendment fox (OT Soe 5s AY COAST:

Amendment Prone 10) (86 1677

 

Ph: {67} S591 2155 Fox: {07} 5391 2188

       

Page 3

    

 

 

   
 

’ ’ . ;
: : : '; 8
5000 Litre ms = ee
, meee 5000 Litre
Underground Water tank \ —-——
\ 322°55'20" 49.924m ae Underground Water tank
"e 8 "s__ PVC Stomwater Pipes Ts s|§ &
g “ s to Hydraulics Eng. Details = | ec _o
‘ 3 Easement, see SP179879
at no
nmwaterPpe \ : __ _ _ Easement, see SP179879
tes Eng. Details PF /7e
mo Lo a 4s ©
oo fa 7 af
an? \ a Codes of Reference
E ) 4 {| _| . A wo Building Code of Australia
= i ~~ —™ --" i 18 AS 1684.2 Part 2 Non-cyclonic areas
~ 1’ —! ~~ ~ ' \ .
BS) . 4 >- oN 4 :
o | ' 8 Hem & I 2 + gs
3 ! RODE a e.-- fe 4 Property Description
“4 Lo. ---4 0" ~ | Te PVC Stormwater Pipe
Bp RL 13.913) jj —~ to Hycroules Eng, Details ce No 59879
N plo - = ' ~ a oO.
iB 33322 4 Unit 147 _ Unit 2 3332 ya Area oflot 672m?
| (Mal i ~- Jom ee Wall “Parish of WEYBA
‘. : ‘yd County of MARCH
JC Stormwater Pips Site coverage 267.85m? ( 39.86% )
Hydraulics Eng. Details
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Bin enclosure 7

 

 

 

Flood Notes

Given FFL's do not nominate flood level.
RL of habitable rooms to be determined
by using flood level records from council
or relevant certifying authority.

Nominated FFL relates to minimum proximity
of FFL to finished ground level.

Flood level to be obtained from certifying
authority unless otherwise stated.

7590

   
  

1060

     
 
 
 

  

1910 1910

 

1060

 

 

(RL 13.913
-
75x75 SHS to Eng, Details

Unit 2 ining

Sink E galeyg

 

‘ete |

Ne =|

ower aaa,
=

 

180

 

190

 

 

 
   

 

 

 

 

 

  
 

ctpath Uy |lCOté‘d)”StS*é«é‘AA2°5B'2O RL 18,746
1.5m wide Footpath Sos Ns

to Council specifications “ “2 Ss 4.5m wide Footpath

to Council specifications

2. _ t.5mwide Footpath
2 ge to Council specifications
yr, 8

 

   

4,

   
   

edge of bitumen

% , 2, 4000 + “ee,

{GRANT STREET.

. ane marking
. 5
2 2
direction of trafic:

bitumen formation

TBM

y
R
o
J
x

Nail in Kerb

 

 

 

 

 

 

 

ate |

SIE PLAIN

Energy Efficiency

| INTERNAL LIGHTING

40% of total internal floor area of the building,
including an associated garage, shall be
illuminated with fluorescent or compact
fluorescent lighting.

PLUMBING FIXTURES:
-All shower roses to be 3 star rated or AAA.
-Pressure limiting devices to be fitted where
main water available. Pressure not to exceed 500 kPa.
-Toilets to be due! flush with max 6 litre full flush
and 3 litres on half flush.
Hot water system to be one of the following;
(A) Five star gas hot water system.
(B) Either a heat pump or solar hot water system where:-
(i) in a building with 3 or more bedrooms, the hot
water system must be eligible to receive at least
22 renewable energy certificates; or
(ii) in a building with 1 or 2 bedrooms the hot water
system must be eligible to receive at least 14
renewable energy certificates

 

 

GROUND FLOOR PLAN

Termite Protection Ground Fir Area's

The supply of stainless steel mesh by Termi-Mesh UNIT 1
to be installed to manufacturers specifications by an 01 Ground Floor Area
accredited technician, in accordance with the current 02 Ground Floor Deck
AS 3660 and B.C.A. 3.1.3.1. Maintain 75mm clearance
to external paving below ail weep holes.

. : UNIT 2
Final perimeter spray recommended 01 Ground Floor Area

- - 02 Ground Floor Deck
Stairs Caiculations
STAR | RISERS | GOINGS =| LANDINGS/| 2R+6

WINDERS

     
 

   

 

350x360 Engaged
brick pier with N12 - ~
fod grouted in

    
  

  
   

 

  
   
   

 

m?

52.41
15.58
68.00

52.41
15.58
68.00
136.00

® a 5_ 1938 5 Timber Floor Joists
—  @ 450 cls to Eng. Details

 

240
tt ~- Steel RHS to Eng. Details
id
2
ws
s
&
oo
Px]
Si
2

  

   

DECK

[PILAIN

  

CKO BY... a DATE,
AMEND CKD BY. DATE. 2?)

RECOMMENDED FOR APPROVAL

UNDER NO CiRCUMSTANG
per pe na ES {=
RRRTIEICATIONS BE DEPARTED FROM wh
ITVEN APPROVAL of the MANAGER LAND DE
PLANS APPROVED

DATS D, D1 2007 fettsee thet Le
Note:

All Bracing, Tiedown, Concrete footings,
Concrete Slabs, Structural Timber &
Structural Steel to Engineers Specifications
and Details

DATE:
day. Month {REVISION
42 | SEPT.07 [PRELIMINARY PLANS.

| 20 | SEPT.O7 [PRELIMINARY PLANS] 2
| 26 | SEPT.07 [Co-ordinated with Hydraulics Plans [3
18 | OCT .07 [Co-ordinated with Stuctural Eng. Plan

14 | NOV.07 [Council requested information
jf
| |

NOT FOR CONSTRUCTION

1:100, 1:1 12-09-07

DESIGN DRAWN
PLB JHS

All work shall comply with relevent Australian
Standards and Local Government By Laws.

a ABASER LAHD I. Exes,

   

    

 

 
 

 

 
 

 

 
 

 

 
 

 

     

  

P
m
4
m

 
    

 

CHECKED

 

     
   

  

All dimensions to be checked on site Prior to
commencement of work.

 
  
 

  

Do not Scale from drawings. Use figured
dimensions only.

   
   
  
 
 
  
 

part without tie written permission of ~~ ~~
BURLEIGH DESIGN

cracnwnoveooy |i
TERRAIN CATEGORY | | i

LOCAL AUTHORITY building designers
Noosa Shire Council coon ot

queensiand Inc.
QB.S.A. No. 065414
LINOLIGHT HOLDINGS PTY. LTD. ACN O10 852 212

burleigh design

P.O. Box 217, CHIRN PARK, QLD 4215
Phone: (07) 5591 2155
Fax : (07) 5591 2188

PSITEPLAN TITLE
CLIENT

MR &. MRS TODD

PROJECT
PROPOSED DUPLEX
LOT 11 GRANT STREET
NOOSA HEADS

Sheet 10F8
07-3646