Skip to the record
For the highest quality transcripts.

Council archive · source document

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

of 15

Text shows just the words. Original shows the document exactly as it was published.

Check the original when the exact wording matters.

 

 

 

 

       

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

    

 

 

 

 

 

 

    

 

 

 

 

  

 

 

 

  

   

 

        

         

 

 

 

      

   

 

 

 

 

 

 

 

 

 

  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

Fo way Sa oe ae Lae eran tens
bt oe secae erground trond! ALLGAST RECAST na tees NieaSr PREC
ro oon I ere nes Ae
lproperty
|
by
! LYY™D, \ SYED, 0
4 Yd tilly
| Oy ‘iyi gp s
| epiyy Lip <
\, ilygs 7 2000 A
|
iE “ison im eéeser fo match wo ig
\e wang {3
i 14 :
| a i
I - \
| pti % 7% x 6mm CoWvonived Natsa:
| MS" section 1. UPVC pipe to be 100mm heovy duty DW
W class SN6
| 2 A teat oe be ta
K cones & AP ee wot
P un ues corenguen Sa a Cll oe,
7 J

 

 

Fitting for connection of #100
PVC pip to 125 x 2S x Gem
lus section’

 

 

 

 

 

}

Le X SECTION B - B

Hot dip MS connection
1.06 fitting or of
pipes

mor

 

2
25min

 

 

 

 

 

 

 

 

equivatent.
silicone or

   

 

 

 

 

THE COCKLESHELY

 

 

 

lchonne!_ os pac detail

 

 

 

 

 

TOR, ITA IN.

 

200W Trench Grate

°
a oe Description Dole
a
8

 

 

 

 

 

 

 

 

 

 

 

ee

 

 

 

 

 

 

       

 

 

 

 

 

 

    

 

 

 

 

 

 

 

 

 

 

  

 

  

TOP ELEVATION “
Golvonized Metol—Closs B ini . ies Not
490 g 890 Grae tet Metal Chose Retaining woll ox specified For Development approval — Bale
Trench Grate HFor Bulking Apprgvot x 14-39-07
COCO IFor Tender
x Trench Grote ‘Sewer Easement For Construction
bs Constructed
20080
Side entey
sith grote STIS Se
aera Construction Mydraulle
Beliding Service

Noturel_ ground

of neighbouring

 

—t; #0 38 60
Perforated tease | | ©
3S Mesh Screen N
Poly Silt Tray
ns for’ Sit Interception

  

‘SW Eauemant

 

 

 

 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

5 pt Femce Fitting
j_—+— Optional Flow Gy contact: Reinhold Koenning wéAust RPEQ No 7023
ond PO Boe 1176
a 2 «#100 g Pr: 5444 8648
‘ a een Fx; 5444 0224
Underweie
Gottie Z Z K. & V. BRACKEN
SIDE ENTRY PIT DEL, ARGATECT =
3 Q a ANDREW MCKELLAR OESIGN
PROJECT: PROPOSED DUPLEX
76" a0 . . 181 GYMPIE TERRACE
. NOOSAVILLE :
FRONT ELEVATION SIDE ELEVATION . ORAWING TITLE:
w :
STORMWATER
. OPERATIONAL WORKS
Dear] AK [erectee] Top
1765-0-11

 

 

SAE 11:10
(RPD:- Lot 1 on RP69868

 

 

 

 

 

Used in these records

About this file

File size
1.7 MB (small file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

08_0215 - Hydraulic drawings for stormwater, erosion & sediment control [As Published].pdf · 1.7 MB (small file)

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.