07/1294 - Approved Plans [As Published] · 142007.1294

 

 

        
  
  

Provide temporary sediment fence
along boundary refer detail

 

 

 

 

 

 

 

 

 

 

 

 

 

     
   
   
   
   
   
   
 
     
   
 
 
 
  

 

   
    

 

 

 
    
 

 

 
 
   
 
 

     
   
  

 
   

 
 
     
     
 

 

 

Provide the new stormwater infrastructure eevee eneeereeeecese ne cceenerenesseneannescneneneerens ee tcenneseecneerneereeeeee peneeesceeeesececeseeee, 4 stow arecton rs
which connects to the stormwater system of ; — 1 1, Flow drection
the local Aushortypror to any further athy i | oo-s0q = a
For the new stormwater infrastructure refer to i _
drawing 1703-0-2 i oo”
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Provide sedimentation basin during construction,
The sedimentation basin may be adjusted in
atwaye engure @ minimus of 130mm reeboard to
Tiere rg en esr
4 asin means of gi , However a pump:
NOCSA minke COUNCIL sump as shown in te datall shall be proved to
SEVELOPMENT PERMIT OPERATIONAL WORKS Ko. OF EA cre retaorgeenc ere
RCD Browne DATE sghonge! gene Se eae ite
GAD BY AS. ONE AF Seine occa
a DATE. .cscccfeseref  cerreees sin,
AMEND CKD BY... cscsesesseesneee
RECOMMENDED FOR APPROVAL
UNDER NO CIRCUMSTANCES MAY Tif cut Temes
CIFIGATIONS BE = testo tebe
See APPROVAL of the MANAGER LAND DEVELOPMENT &, cnet to rem pcm
Prior to the commencment of any construction activities the following measures : Posts or ates! pickets Me to ataat picket
shall be incorporated: PLANS. APPROVED cccssueeues diven toomm ite ground Geatentie em
Provide education of site personnel MANAGER LAND DEVELOPMENT }0Omin vertca! overian of fobee Overtand fy S050 HW stake, or ate
« — Setup action plans as a precaution in case of disturbances occuring picket 1200min tong
especially after an unexpected strong rainfall event
* Provide regular Inspection and maintanance of all structures including the ndetrbed areo
tamporary structures.
ven i oexi rent et he =

 

Crushed o¢ gronnular mater
Grading to Youle tof OF

GENERAL NOTES Speeificolian MRS11.03

Theae Orowings ore diogrammatic any and shall be read In conjunction wth al relevant ‘SEDIMENT FENCE DETAIL {=

MeRtaclal end cinet onsen dongs ana spectictons and other ween LEGEND

festrctons that ray be famed dung the coures of Owe contact

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

doy dncreponsiny wal be refered 10 the supensing olfcer for dacion blo =
Coniractor. shall verify aif firture tocatlons, Invert levels, surface tavela, and — 5 _Eiisting storm woter Een Fegentie Entorger
gover to Pipes ore corrert, vs and obtginable ofr commencement, of the work. or Guty pt
exact lon of existing, and proposed oe, ver wil -eoo Storm Water o
The MSbran isan, oe oaks ae cote Drerane tBu Han Hate Far Dewsosnnent Repro] X a Hear
iopmen ri 5
STORMWATER ORAINAGE Ag! Oraln L levart Level [For Building Aperoval
Underground, pipework ehall be 100 dio FYE clons SW min grade 1:100 U.N.O. Kae Karo d& Chonnel
Downpipes shall be 100 Dia PVC class SW, MH Manhele [for Tender
Down Pipe Po. Planter outlet [For Canatruction
COVERS & FRAMES Rea Real Properly Goundory
Covere wublect te vehicular tafe to be S38 sa, sast Iron, medium duty UNO. RPO ect Property description Constructed es
in grossed of conc. creas to be . cast iron, h —_—__ een Eccentric enc in soter —
Covers in areca to be 800 aq. Infii to match paving pattern, wy Es enlarger WH Rain woter
Cover in ‘orsaa to be cs for ‘grace, with, bros edging. ° Fe floor Woste SL Surtoce Level
Concrete infii covers to be stomped “SWI” or “SEW o2 appropriate, qutly Sq ‘Square
Covers & Fromes to be "Faston” or equal approved. Sw Storm water droin

 

Conatruction Hydraulic

Buty fo snatch manufacturers faconmmendetlona for loading eandition. ———— Sediment Fence se Underground

french grate ianaverse bar. Inder la

Floar waste grates in public armas to be ch lated. b Gino. Unless noted otherize -

Inprvate ereos may Se PVC. enromne pisos rons ———— _Sacioment varter comer: Reinhold Kosnning wevst fPea Ho 7073
Budding OLD 4575
femal: [email protected] PH: S446 8645
wo. coe FX; 5446 8226

CUENT =

Notes sediment control: MR. & MRS SELKIRK

1, General Tt

fe} Tego drainage, conta Fw. shoud be dherted around the work, a, where posible ROATECT

fp} AI drainage, eresion and sediment controta to be installed and ba operational before commencing up~slope FOSTER DESIGN

Pt Gully Pit Roe en bar
GRATINGS a french grote tronsverns
Gratings tor storm water to be "foston, Galle” or oppraved qual, Te) Fanen Grate fongtuainal bor

     
 

 

 

 

 

earthworks,
{3} At control mearuren to be

 

10d ot lsort weekly ond after significant runoft producing storms.

i JECT:
Contral measures may be’ rummeved when oneate erosion A cortrehed and TOR. permanent sol PRovECt: PROPOSED REDEVELOPMENT

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
  

 

Soraraye fe eblcined over al upstream sturbed tone. SIDE ELEVATION 33 HASTINGS ST

2. Sadimont Fence NOOSA
fo) Yao woven tobe $O The RSF 100 unit con be fitted to atmast any type ORAMING TITLE:
3. Temp Construction Entry/Exit Sediment Trap. ai greted or non=grated i

cI ee rc ‘ext F non grated stormwater pit,
{8} fear other pray art mey Be Tesusnd hing et esther. 3. The itm depth emerson of 0% 380mm.
4. Safely issues must be considered of all times, incorpate traffle contrel devices fo the satisfaction of the superintendent. Sree AEE, Sa bo Ce ied enon eraesieg. SEDIMENT & EROSION ET
5. All dimanstons in millimet Jess indicated otherwise.
&. Field The ions in millimetres unless indicated otherwise. PLAN See RSG NAL WORKS
4 fete vel conat petmetar bonke may be requings ornt 2 Me MH inlet GOO = !
ef Blocks to be restrained by o horizontol timber rail at block Join height fixed to timber stakes ot comers tate [g9-5-07 | Dre Ne
7, Safety Issues must be considered at all times, Incorporate traffic control devices to the satisfaction of the Superintendent. RETROFIT THE FIRST DOWN STREM INLET ON HASTINGS STREET 00 ma unal 4 % 4 | 1703-0-

 

 

 

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