08/0215 - Hydraulic drawings for stormwater, erosion & sediment control [As Published] · 142008.215

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

                     

 

Provide temporary
swoles and cut off
droins os construction

progresses so as to
ensure the runoff is

 

 

 

 

 

 

 

 

 

 

Gaotentile fabric,
Bidum U34 or simior.

 

SEDIMENT. TRAP

   

 

 

 

 

 

 

 

 

SEDIMENT AND EROSION CONTROL MANAGEMENT PLAN:

« caective:
‘To minimiea aroaion on ata and eneure sedienerd lp not washed dowm to the receiving waterways dus to cormtrucson
om

© UEGLATION:
[Envranenent Prossction Act 1904
Enwroreertal Preancton Water Policy 1957
‘The Wnegraind Phanring Aca 1997

+ teenamn,
Caer tnt se rit
Seperate tate arcana sree eae

wrhe beaten of drat pate auch 60 gorten are trench, 04 of mara, catch draina ane petmeter bank. Al cf
‘tase maaqures shall arms fu runciT ls dractad w the vecimentaden benin Outing conan.

he wacta are! wend dearn of maiartais and goods in parlcer concrete end camer shal be operated, oot ry
aed iogosed of

‘ipatatianon ed maintenance cf fhe sedirverd contr lences 68 arvund the perrvoter as shan in pan,

‘oor of fercam, mincoage od belne 09 well og Ihe sedrruniaion Devin efiar mach rail ewart

Sconiet fhe ermal pet ard he minkrézatin of eedirant ranetar ip he street in partccter cont of concrem
0d eortenordng vetictan

‘rr nuprrvina cthar maerbere of ell ord ned by exeroe

‘*enaura enough Baar cofiecton daviowe ara provided forthe colacton of daly Ber much au carm, Dott, pare,

mreesires to ere the runcit in rected te secimantaion bain t a Snae,

+ xeTON
te case of major rie events a Selowing afin plan shad be kilwad and reeporaibty lockordafer by th
CONTRACTOR:

SDONT WAIT UNIT, IT 1S TOO LATE

bbe on of during tha rekiel period and mond the crain pute. Recirect where required,
“check the fences afer every ruined and repiece th fences whare requted, Chack and replace all bertert,

 

 

 

 

 

 

F42 Fobric to ASI30

 

 

 

 

 

 

 

 

 

 

 

     

Geotextite fabric

Pests of steal pickets
driven 6O0mm inte ground

1QOmin verticol overtop of fobsic

Undisturbed oreo

Fon érection Da soe aceevon
=> : ——
oo! [00- So0} —
‘Ue oS
one
°
oo Of
0° 0 Po
oP o So
leo of
fo»
ow dieeion | Shaye
me at foro’ ine ye Frection
\ [300-600mm dio) Flom Srect
“ - Flow direction
Row diction \ 7 2

 

 

 

Crushed of gronnuier moterio!,
Groding to Toble 4 of OT

Geolextie Fabric
ond Fa? ~

Specificotian MRS1 1.03

50m _mox

wv

‘Sedimentation

rep
8

 

 

 

Segimentztion
rap
_*
“.

WAL Ys
J fe
= : ~ ~
“ a s A 2 a 3 ¢ ~|?
“A » St z Prior tothe gommencment of any construction activites the folowing measures >
* S shall be Irgrporated: a “ A o|=
As a ¢ é >
a © Provide education of site personnel \ q
* Setup action plans as a procaution in case of disturbances occuring
especially after an unexpected strong rainfall event Prodde temporony |
«Provide regular inspection and maintenance of ail structures including the sediment tence NS
temporary structures. parenater long aS
eter daiok
Boy Temporary Pure out sumo
AN .
“ A
s
&
s
3} v 1 5 .
say 2
eo lai 118 / > >
> 125° 7122 KERB 8 120 118. :
ST 710 1.08 GUTT 1.06 1.04

        

Fix to top of atake with
shodecloth fastener or
Ue to steet picket

      

S0xS0 HW stoke or steel
picket 1200min tong

  

     

Concrete mosonry
blocks (150 series)

GENERAL NOTES

These Drasings are diagrammatic only ond sholl be read in conjunetion sith ol refevoot
Architectural ond other consulents srowings ond specifications ond other written

 

STORMWATER DRAINAGE
Underground pipewore snoll be 100 dia PVC class SW min grode 1:100 U.N.0,
Oo=npipes shal be 100 Oio PVC clors SW.

light duty

 

Covers '& Framer a be ‘Fasten’ or equal approved,

GRATINGS

Gratings tor storm water to be "foston, Getic” or opproved eauol.

Dut monutocturers recommendations for toading condition
"grata ta be Uonaverve. bor.

Poor waste grates in public oress ta ba chrome plated beoss

in’ private oreos mey be PYC.

   
   

Notes tediment controt:
1, General

Terrearory drainage control Flow should ba charted sraund the work site, where
AM Grainy 10 ba stalled ond

   

         

 
 

it Sediment Trop
ba diverted oway trom entry/exit

 

idered at of times, incorpote tratfic control devices to the satisfaction of the superintendent.

7, Sotety imavea must be considered ot of times, incorporate traffic contro! devices la the sotisfoction of tha Superintendent,

LEGEND

 

Existing storm woter Een
Storm Wolar Drainage soa
dai Drain t

Down Fipe ee

en Eccentric enlarger WO
Floor Woste su
sully Sq

a GP1 Guy Pit Talo

 

Trench grote tronsversa bor

Franch grote longitudinal bar
i v/9 Underground

Sediment Fence u/s Under slob

Via.0, Unless noted otherwise

Sediment borrier

 

dl Description Date.

 

 

 

 

 

 

 

 

 

 

 

 

Inlet with grate
lsu Rates Date

Fox Dereuprent oosorel

 

 

 

 

 

 

 

 

 

 

 

 

 

 

fa Constructed

 

 

 

 

 

 

      
   

Sediment

  

metari

2mm wire netting

x

19 ll sites

  

 

concrete masonry blocks
{150 series)

   

: Reinhold Koenning mitsust RPEG No 7023
PO Box 1176
Buddino OLO 4875
amail: [email protected]
wew.conhyd.com

PH; 54a6 8648
Fx: 5444 8224

 

 

CUENT :
K. & V. BRACKEN

ARCHITECT =
ANDREW MCKELLAR DESIGN

PROVECT; ~PROPOSED DUPLEX
181 GYMPIE TERRACE
NOOSAVILLE

DRAWING TITLE:

Finered woter

     

Field intet with grote

   

  

 

SEDIMENT & EROSION
CONTROL PLAN
OPERATIONAL WORKS

LZ?

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wnvna] 3 oF 3

[RPD:~ Lot 1 on RP69B68

 

 

 

 

 

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