06/0159 - Op Works - landscaping, Driveway and Stormwater [As Published] · 142006.159

 

 

 

GENERAL NOTES

These Drawings are diagrammatic only and shall be read in conjunction with all relevant
Architectural and other consultants drawings ond specifications and other written
instructions that may be issued during the course of the contract.

Any discrepancies shali be referred to the supervising officer for decision before
proceeding with the work.

Contractor shall verify ail fixture locations, invert levels, surface levels, and

cover to pipes are correct and obtainable prior to commencement of the work.

The exact locotion of existing, ond proposed services, shall be verified with

the relevant Authority, or other trades os applicable.

STORMWATER DRAINAGE
Underground pipework shall be 100 dia PVC class SW min grode 1:100 U.N.O.
Downpipes shall be 100 Dia PVC class SW.

COVERS & FRAMES

Covers subject to vehicular traffic to be 535 dia, cast iron, medium duty UNO.
Covers in grassed or conc. areas to be 535 dia. cast iron, concrete infill light duty.
Covers in paved areas to be 600 sq. Infill to match paving pattern.

Covers in tiled areas to be as for paved areas with brass edging.

Concrete infill covers to be stamped "SWO” or "SEW" as appropriate.

Covers & Frames to be "Foston” or equal approved.

GRATINGS

Gratings for storm water to be "foston, Gatic’ or approved equal.
Duty to motch monufacturers recommendations for toading condition.
Trench grate to be transverse bar.

Floor waste grates in public arecs to be chrome plated brass

in private areas may be PVC.

rated Sid
SL

WAY TLAQ™YMY |G TL —

 

SYA. MDY.

 

Vories Varies

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Chamber to be
inspected & cleaned:

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

Pollution Control Management Plan (PCMP):

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

LEGEND oe
———— 1. To be responsibility of Management
® ocr Diameter cilutant 2. To list all in flow filtering devices like leaf eaters
artie ross onutan ’ *
——sw— Existing storm water Collection Trap at DP’s and other filters ;
cos. Cleanout to surfoce 3. To keep and maintain a fog of cleaning
—_—— —_— — i eccentric Enlarger j j i j
Storm Water Drainage Een Eccentric Enlarger 4. To clean devices including first flush storage tank
+ Dro; cP Gully pit —as to manufactures specification
“9 Agi Drain GPT Gross Pollutant Trap —minimum quarterly, but monthly in rainy season
GMH Gully Man Hole : 2 y
ic Inspection Chamber —after each major rainfall event
Down Pipe Kae eet evel nel 5. To inspect and clean tanks minimum once yearly
MH Manhole 6. To install and maintain pump and fixtures for
—r— een Eccentric enlarger Poa Real Prepare Boundory reuse/watering/irrigation as to manufactures specification
3 Fwc Floor Waste RPD Real Property description
gury RWO Roin water outlet
‘cin water hea vot . .
SL Surface Level Pollutant Efficiency Rating Device
iq quore
SWD Storm water drain Litter 80-100% VH Fl, Fox
ren Trench grate transverse bor
TGC! Trench grate longitudinal bar Organic 80-100% VH Fl, Fox
u/g Underground : ,
u/s Under slab ; Coarse Sediment 80-—100% VH Fl, Fox
u.n.o. Unless noted otherwise . .
Fine Sediment 60-80% H Fl, Fox
= Free Oil & Grease] 60-80% H infiltration
oO
4 Nutrients (N&P) 40-80% M-H | Infiltration
Fail Liceul __Falt_ POLLUTION CONTROL SCHEME
fsa}
”Permapove” a
450 Permeable Paver
fer grated lid
TOOT:
4 " x55
T Pool Gy] | 30° 1900
. ol: ° +201
Geotextile orn 5 od 3 100 Amd Description Dote
bP 6 , oO om Hinched grate
o 200 100 Ground ievel
° Po? oO}
&| pro Oo}
blo
boo Oo Durable aggregate y Secondary
Grade W12144/12 Strainer
Po? o Floor drain to strainer To Sewer
1100 Bucket on
Strainer #100
TYPICAL FIELD INLET DETAIL
FOR NON DRIVEWAY AREAS Thrust block \ Noles Soe
SSue ote
For Devel tA I
PROPOSED BUNDED EXTERNAL For Buln Approval PX Sci L0s
WASH DOWN DETAIL CONNECT TO SEWER For Tender
Scale 1:50 1:50 For Construction
|As Constructed
( REE RREE EE PO Box 1176 )
Budding QLD 4575
Construction Mydrautlc| em: [email protected]
es ‘ www.conhyd.com

Existing culvert

 

 

 

 

1050
min ev. 3 mths.
monthly Oct.—Feb.
y
300 after each major rainfall
Oo oO
O° IL ond
300 { 6°56 Geotextile; wrap around ood
blo BoP oP GPO POP O20 0204 Durable
OL OF OF OZ Or OL OX 070-07 0-q=— Aggregate
P9499 992 9909090909028 00 0Pd 75mm single
1200 | bP gto aP oP oP oP oF oP a8 oF spe min
OCROROROROROROFOnOAOR,ORd ”
D526 9G 99 999999 99 PGP GP GP
PA 95 9n 95959 R 9A ORO ROAR Od
NEW_iC INFILTRATION CHAMBER
2000Ltr_min SCHEMATIC
NTS
SL opprox 1.150
\ 225W Trench Grate
<<
\
$150

 

"Fox" Gross
Pollutant Trap

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

TRENCH GRATE & ”FOX” GROSS
POLLUTANT TRAP DETAIL

TOOS
SECTION A — A

 

New concrete
Inlet with
scour protection
JL+0.05 p
i

naturat boenk

discharge
to Noosa River

——___—_

natural bank

New 150mm
RFC headwall

min 5No
velocity
breakers
150x150x50

 

  
 
 
 

  
  
 
 
 
 
 
 
 
 
 

New #375 discharge
from proposed development

min 1000

 

CONTACT:

Reinhold Koenning

   

MIEAust

PH: 5444 8645
FX: 5444 B224
RPEQ No 7023

 

CLIENT :

NC OLIVER PROPERTIES PTY LTD

 

ARCHITECT :

 

 

 

 

 

 

 

 

 

 

 

 

FE ; \ MIDDAP DITCHFIELO PTY LTD )
Existing 5 XO sas (PROJECT: PROPOSED UNIT DEVELOPMENT )
open channet {909 drain \o ‘open channel HILTON TERRACE

—__| Existing 900x900 NOOSAVILLE

4 “y culvert DRAWING TITLE:
t150
New RFC | bitumen GENERAL NOTES &
min 450mm .
concrete channel . Mill Street DETAILS
Grassed area
DETAIL DISCHARGE TO OPEN
CHANNEL Design| RK | checkes| [nate [22~11—05 | Dwg. No.
SCALE : ovat uno| 2 of 2 |1451-0-1 Dy,
f 4