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

 

 

 

                          

 

 

 

 

 

 

 

  

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

     

    

   
  
   

 

 

 

 

 

        

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

        

   

      

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

             

i~ oC” ch Heo
wal < 2 CED GENERAL NOTES
x s
Theat Drowngs ore ciogrammstic onfy ond sholl be read in conjunction sith off relevant
L : PRAISE CoS CSTE Pees Se Satan oa owner
= : ciruciions Veil may bt faved ducing Ue Course :
ty, sa? x eS fe g al? fey. cagrnopany ok be efered fo the ocr elfee Tor sedton betere
SS a prose ork ie
ov Castrector shall verity of fixtura tocations. invert levels, surft levels, and
\ ° Nt 2 Prior to the, of any construction activities the following measures z caver fo poet ort Correct and oblaneoe poor lo commencement ofthe work
a < “~ : fe exoct teetion of isting, and proposed services, snow be eerined with
x = shat be I: 4 “A A = - the fetewont Athorty, or etter Uedes cs opplicable.
ee a . gs 3 M4 Provide temporory STORMWATER DRAINAGE
z XN * swoles and cut off Groerqrovnd pipework shell be 100 dio PAC class SW min grade 1:10 UNO.
i * Provide education of site personnel q droins as construction Oowteloes ned be 100" Bra MC cuss Se
« Set up section plans as @ precaution in case of disturbances occuring progresses so as to
especially after an unexpected strong rainfall event a ensure the runoff is
* Provide regular inspection and maintenanca of all structures including the oe discharged to the
per
Pravda temporary construction temporary structures. boundary. w~ @ ond Covers & Frames 10 be “Poston? or equal approved.
entry/exit rater deta. The runott Refer detol. entation sump.
As shot be directed to the temporary GRATINGS . _
aN Gs time. Temporary Pump out sump Gratings tor storm woter lo be “taston, Gatic” or opproved aval
of a qt WF the entry ig not auticient ‘ rater detail Duty 0 f lecturers recommendations for heeding condition.
: cleon the truck tyres. pr z be vermee ber,
Sinan te ruck eres Poo vein te exiting (ier, wte ten im publeores Io be crore pltes bss
Coane $95 —— :
AN .
wa N . 5
eS Gy . A 7
@ : we
o---- SL--+----- Se ~ 4 Hetgraaegnet con
| & g Temporary deoinoge control. Flow shauld ba diverted around the work sits where possible, .
An ereinage, erosion ‘ond sedinen 0 ba indidlled end be operational before commencing upslope
wes to be inapected od ‘cant rumott producing sterms.
¢ A ‘ ay ay be rere he ond 70% permonesh sat
§ fined ever a upstream
7 ss et s 3 3 a FS o 7 © we
s : s
»o 12. 118 /
J : / a
1k 125 Lee KERB & 1.20 Lig
: t
1 1.10 1,08 GUTT, 1.06, 1.04 Ss
Provide temporary erdinage ond 7. Safely faaves must be considered at afl Limes, incorporate Irottic centro! devices to the sotistaction of the Superintendent,
infitrotion sump ex per detall
Tha eump shal overflow to the guy LEGEND
.
fos.
Su Exiating storm woter Em
= = storm woter reinoge oe
<o-— Agi Ovoln c
kac
F42 Fobne to AS1304 ® wh
sone 10 @ + oven Pie PO,
Dastursed ores Reo
Geolextile fobric Geolertile Fobric — a ten Eccentric enlarger Rwo
Berm (30mm min. neigh!) oe ond Fa Foor Woste a
a . Overt tow 50250 Hw stoke or ste PI Guy we ia
Geotertié foore, Coste of alec! picketa ke petal 1200min tong 1
Bld U34 or similar, me emen = Sediment Farce ws
“Oo 00min vertical overtap of tabsic —— = Seiment barrier ms
Gunett trom pos
dicected to sediment
bee Crushed or gronnutor moteriot
Grading to Tobe «of Or
Undislurbed oreo. ‘Specification MRS11.03
ALTERNATIVE 2 8 Bocktit a Description Dat
NT AIL + — 2
250 } E
So Fo0-s0q a ee
[Sea Concrete masonry lajet with grote
ar blocks (150 series) issue : Noles Dele.
SEDIMENT AND EROSION CONTROL MANAGEMENT PLAN: 20°, [For Bevelopment Approval
bee i t 1 Buikting Approval x 14-9-07
| cower eo 0° 3 Va Fer tener
To rire arcmin cr ale ar! eurure sedreed le nat washed down to fe reoahing watarweys due a conection eS aca é vm For Construction
tee eras 38 aha lis Constructed
+ A ence [= a \
Environmental Prowiction Water Policy 1007, acm HHH?
The integrated Planning Act $907
e
« RESPORSERITY: Y

 

‘The reaparealy ky all rmamurms regarding fhe secant end eration control during construction sha ba wil ae
CONTRACTOR, The contactor shad appoint one ciaf! mamiber, Kiaaly ihe foreman to be reeponatie for:

‘the location of drain paths auch ae pwatas and benched, cul off swsles, ontch reine and parimater barks. All ot Flow direction PSSSTHSS, pipe Flow direction

  

I2men wire netling ot sides

  
 

generate mascnry blacks
(150 nares)

      

 

‘gees naanres cha eure he endo Orced w bw eodinentnign bean ng conecon, \ “880m 0) overnow conact: Rainhold Koenning Meaust RP¢Q Ne 7023
he weate ond ween down of meteain and goods in patiorar concreta md carrer whal  eugrarsted, wet 0 dry S werflo 80 Bow 1176 .

\ . Flow dirsction Rusoit woter that te@cophya. eam PH; 5448 8645

sow dracon 4 5 ge ret een we Sect Bost

      
  

      

“uortel af tha artryhed pa andthe minkrizalion of wedrard transtor fo he street iy paricxiar condo! of concrete CUENT =

‘and eartenoving vahices.

“srmpervion cher rambera of win ar lee by eaeole

“neure enqugh Ser collection daviems wa provided for thw cobection of duby tee euch a cane, Sottee, papa,
‘us end sleo bulding metertal ot of,

‘ensure ill ockgiian for hoh Incoming and oulgoleg goods In pertioudes sols end aancis ae ciaarty racked ere not
bloctieg drain patha and kage seet end clean,

‘eonwar he fow pa of stomata at al esos curing constuction and vee eneies, vandbege, bales snd oer
mana orours fre refi a drocted bo fe sedimandatin basin ala Sree.

a Filtered water

K. & V. BRACKEN
ARCHITECT =

ANDREW MCKELLAR DESIGN
PROJECT: PROPOSED DUPLEX

181 GYMPIE TERRACE
NOOSAVILLE

/

Sediment

 

 

Fletd iniet with grate

   

Tt Flow direction

 

fitter face:

 

refer Grading 8, Table 9
of OT Specification WRS11.05, exculde
emoleriol finer Ihe AS sieve 236mm.

1

    

+ sem:
Ih cate of maori avarta tha Soowing action plan shal ba Folowed and reaponaiby lncicad afer by ths

 

DRAWING TITLE:

SEDIMENT & EROSION
CONTROL PLAN

OPERATIONAL WORKS

  

 

 

 

 

op he,

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