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

 

 

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* Provide education of site personnel

 

 

Provide temparary construction
detail, The runct!

pot sufficient 0

for clesning.

 

 

:d to tha temporary

lyrea provide high

temporary structures.

Cael be he eresea nt Of any constuction acts tne fohowog measures

4

* — Setup action plans as a precaution in case of disturbances occuring
especially after an unexpected strong rainfall event
. Provide regular inspacton and maintenance of ail structures Inctuding the

 

 

 

 

 

Temporory Pump eut sump
reter detot

 

 

 

 

 

                             

 

lei
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RB &

 

 

118

 

 

 

Provide temporary
swoles ond cut off
droins os construction
progresses so as to
ensure the runoff is
always dischorged to the
filtration and
sedimentotion sump.

 

 

   

GENERAL NOTES

Acy Giscreponcies show be referred 10 ine supervising
proceeding with the work,

Contracter shod verity atl locations,
gover to pipes ore correct and obtoinable prlar to commencement! af the work,
The excct locetion of existing, od proposed services, snot be verified with

the ralevont Authority, or oiner trades 09 cpplicabie,

STORMWATER DRAINAGE
Underground pipework shot! be 100 dio PVC class SW mun grade 1:100 U.N.O.
Ocwnpines shall be 100 Ole PVC class SW.

COVERS & FRAMES

 

Invert levels, surfoce levels, ond

    

 

GRATINGS
Gretings for aterm water te be “foston, Gotie” or oppraved equct.
mendations for loading condition.

to be cnome ploted brass

Notes sediment control:
1, General
{g Terzrery croinage conirct Flor should be diverted oraund the work sie, here prnie,
b) AN croinoge, aroiten and sediment contrats la be instotled end be operational belare commencing up~slope
earthworks.
{5} SE control meosuren tobe
{c) Control mecaures moy be removed whan on-site erosion is controtled and 70% permanent eod
coverage Is obtained over all upstream disturbed ond.

 

eS ol leost weekly ond ofter signilicont runoil producing storms,

2. Sediment Fence
(0) Use woven tobsies

3, Tame Construction Entry/Exit Setiment Trop
mater runolt to be diverted oway tram antry/axil,
= wesh oF spray unit may be required eat

   

  
     

wottic cantrol devican to the satisfaction of the superintendent,

 

 

1.04 S

GUTT,

BT 1.10

   

           
    

 

7, Safety inves must be considered at oll times, Incorporcte traftic control devices to the sotistaction of the Superintandent,

 

 

 

 

 

   

        

      

       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

  
  

 

 
 

 

 

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

LEGEND
‘
co.
nw ing storm water fen
———— Storm Water Droinage an
Ic
—+9— gi Drawn
. ue
F42 Fobric to AS1304 shodecth @- Down Pipe Reo
ie to ate
Oesturbed ovea Red
Geotextite fabric Geotestiis Fobric [ — nen Eccentric entarger Rw
Berm {300mm min neignt) On, ond F42 ™NG = Floor We x
© rwc. Far Waste 5u
ae { uly Sa
o i Sw
Overton omen 50x50 Hw stak GP1 Guy Pit
Posts steel picket thew , ne! stake or stect 6 I6(t
Geotertle fobrie, Ceiven 6OOmm ‘nto ground —< picket 1200min tong 16 oi
Bidum U34 er similar. me — Sediment Fence “3
a ; Vine, Unless noted otherwise
JOOmin vertice! overtop of fabric mm — Sediment barrier
Runett trom pod
giectea to. secient
Kap Crushes or gronnuler material,
Groding {o Tab! 4 of OT
Undistunee oreo Specification MAS11.03
ALTERNATIVE 2 8 Bock d Description Dole
R — g
SEDIMENT TRAP SEDIMENT FENCE DETAIL 3
730 3 :
Flow direction 80 Flos deecton § ae 90
=o! sod ao
Lele Concrate mesons tnlat with grate
oP ood Biocka (150° sevice) “ame inne tes Da
SEDIMENT AND EROSION CONTROL MANAGEMENT PLAN: oo r 1 1 ' For,  Bevtoprent Approval] 7 F
oo of § x ta-as
Pol od 3 | a oan
© Oasecrve: or 5 J A
‘To inimian roto on she ard erie sackman a ck washed down to Pr recaiing wevteremye du to conaucion ars gz
ites eeeg be HEA
+ ueoecanon: 300 a \
Erevronenent Promotion Ack 1904 es
(Envvorerarta Pronaciin Water Potcy 1997 . RRRRARAR RAED
‘Tho grated Panning Act 1087 3
+ semana, Y .

   

“Tha reeponetaty forall meewuras regeding the secimant and erosion contro durrg core ucton shal be with ih
CONTRACTOR. The corrector shat apport ane etetl merrber, kdeahy the foreman ta be reaponelte lr,

"he locaton of tein pacha much as eueaes and Wenched, 0 off pwning, catch draine and parmetar banka, AR of
{freee maseuras shal ensure tha eunct ls dracted 10 the eecimertation basin during conatruction.

‘he wenie end wash down of eters and goods in pariads concrete and camert aha be separsned, wet to ry
and dapowed of

‘stretaation and maletenenca of be pedimant cortel fences all around th partater a shown tn plan

‘cone of lencen, manadomga afc talus as wl oe Ira secimactesin beein eter each rida overt

‘moore of a entiyAbtk path are Che cinletzation of eackmentraneiar io the street in particu contd of concrete
land euthrnoweg vahicos

‘eupandn cones members of ott are Wwed by exarede

‘seneura enough Rie coflction Gaviogs ara provided tor the collection of daly iar much as carn, Dots, paper,
uta ard sfao bubdieg meter at fT,

‘ensurn of sockpiae tr bot dncarning and outgaing goods In paricar note ened wands arn caerly ected and not

 

Hmm wire netileg Of S808 conceate mesomy blocks
(150 saries)
Overflow

   

 

PH: $444 8645,
Fe Sasa 8224

 

Runoff water
with sediment

 

   

 

 

Filtered water

    

K. & V. BRACKEN

ARCHITECT
ANDREW MCKELLAR DESIGN
PROPOSED DUPLEX

181 GYMPIE TERRACE
NOOSAVILLE

ORAWING TITLE:

 

 

  

Seaiment

 

Frela Infet with grote

  

 

PROJECT:

rommran fy aneure Uru rut? le rected to Be sedrertation beeln otf nen,

= agnor:
In cote of roar ronal everts he tileing econ plan shai be folowad and reepormiby locked efter bythe

 

SEOIMENT & EROSION
CONTROL PLAN
OPERATIONAL WORKS

LF

Dea. He
1763-0-2

‘Tohack tre rece and irgrorrs thw bares M eequred.
REMEMBER: EACH RAINFALL IS THE EVENT TO ACTIVELY WATCH ANO CONTROL THE RUNOFFT

 

 

 

 

 

 

 

 

Pram] RX [ovo] [eve [23-9-07

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wen: 1:100
(RPO:~ Lot 1 on RP6SBES