06/0159 - Amended Landscaping Plans [As Published] · 142006.159

 

   
 

“Fox” Gross

: bit
Pollutant Trap 00g | 2°" protection New re am ‘umen GENERAL NOTES &
— concrete channel Mill Street

GENERAL NOTES

These Drawings are dlogrommatic only and shall be reod In conjunction with all relevant
Architectural and other consultants drawings and specificotions ond other written
instructions that may be issued during the course of the contract.

 

    
  
  
 
 

 

 

LEGEND

 

 

SL opprox 1.150

 

   

Existing culvert

New concrete
Inlet with

discharge

Pollution Control Management Plan (PCMP):
1. To be responsibility of Management

 

   
     
 

      
   
 

     

   
  
 

     
    
  

 

      
  
   

 

   
 

  
 

 

 

natural bonk

notural bank

 

 
 
 
 
  
  
    
  
  
 

min 1000 .

 

 

 

 

 

 

 

 

 

 

 
   
 

 

 

  

  

 

a - Diomet . . “leet A ‘
Any discrepancies sholl be referred to the supervising officer for decision before SercT Boned Gross Poltutont 2. To list all in flow filtering devices like leaf eaters
proceeding with the work. es locations, Invert levels, aurtoce levels, ond mim — Existing storm woter Collection Trap at DP’s and other filters
ixture locations, . . reer .
contra oipes lore correct and obtainable prior to commencement of the work. ¢.0.8. Gleonout te surface 3. To keep and maintain a log of cleaning
The exact tocation of existing, and proposed services. shall be verified with Storm Water Drainage Een eee noce levet 4. To clean devices including first flush storage tank
the relevant Authority, or other trades as applicable. pe Agi Drain GP Gully pit —as to manufactures specification _
- STORMWATER DRAINAGE _ ; on Gross Pollutant Tap —minimum quarterly, but monthly in rainy season
Underground pipework shall be 100 dio PVC class SW min grade 1:100 U.N.O. y Mon He oft h infall t
Downplpes shall be 100 Dio PVC class SW. , Ic inspection < thamber after each major rainfall event
COVERS & FRAMES . Down Pipe Ka Kerb & Chonnel 5. To inspect and clean tanks minimum once yearly
Covers subject to vehicular traffic to be 555 dio, cast iron, medium duty UNO MH Manmole ay 6. To install ond. maintain pump and fixtures for
C in grassed or conc. areas to be 535 dio. cast iron, concrete infill light duty. —a-— een Eccentric enlarger PO. janter outle! eee see gs
Covers in paved ‘areas to be 600 sq. infill to match poving pattern. Floor West, RPB Real Property Boundary reuse/watering/irrigation as to manufactures specification
Covers in tiled areas to be os for paved areas with bross edging. 8 FWG lly faste RPD Real Property description
Concrete Infill covers to be stamped “SWD” or “SEW” os appropriote. guily RWO Rain woter outlet
Covers & Frames to be “Foston” or equol approved. Rue Rain water head Pollutant Effie Rati Devi
urface Level u iciency Ratin
GRATINGS he “faston, Gatle” 4 equal 8q Squore y 9 evice
Gratings for storm water to be “faston, Gatic” or approved equal. St ter drai . ~~
Buty to match manufacturers recommendations for loading condition. : SH Storm woter drain ae bor Litter 80_100% Fl, Fox
h grate to be transverse bor. : { svers |
Hoot waste grates in public reas to be chrome plated bross TG Trench grate longitudinal ber Organic 80—100% FI, Fox
in private areos may be PVC. u/g Underground .
u/s Under slob Coorse Sediment 80~100% Fi, Fox
4 un.o. Unless noted otherwise
Fine Sediment 60-80% Fl, Fox
\ Free Oil & Grease} 60-80% Infiltration
: Nutrients (N&P) 40-80% Infiltration
'
. POLLUTION CONTROL SCHEME
110.530
). 4.
{Lo.450 Description
Chamber to be
GOO inspected & cleoned:
be ing min ev. 3 mths.
120 monthly OckFeb.
100 after each major roinfalt
ra inched grate
200 Ground level
NEW_IC_INSPECTION CHAMBER
Secondary SCHEMATIC A_linfiltration deleted 7-04
Grade Wi2144/12 trainer To Sewer NTS Issue Notes Dot
Floor drain to strainer = For Development Approval
Bucket on For Building Approvat x 23-11
Strainer ~100 For Tender
Construction
‘Thrust block As Constructed
PO Box 11°
Budding QLD 45
. em: [email protected]
New 150mm www. conhyd.c
PROPOSED BUNDED EXTERNAL RFC headwall oN he a8 discharge PH: 5444 BE
WASH DOWN DETAIL CONNECT IO SEWER ism proposed developmen Fi 34a 8:
| CONTACT: Reinhold Koenning MIEAust RPEO No 7C
Scale 1:50 min SNo
velocity CLIENT :
breakers
150x150x50

NC OLIVER PROPERTIES PTY LTD

 

ARCHITECT :
MIDDAP DITCHFIELD PTY LTD

 

 

 

to Noosa River Existing | Existing kerb & Chonnei [CT PROPOSED UNIT DEVELOPMENT
—_—— drain to open channel HILTON TERRACE
Existing 900x900 NOOSAVILLE
‘culvert, BRAWING TITLE:

DETAILS

111.80 |__| fiso
1

SECTION A ~_A

Grossed oreo
DETAIL DISCHARGE TO OPEN
CHANNEL

TRENCH GRATE & "FOX" GROSS

TRENCH GRAIE & TVA via

POLLUTANT TRAP DETAIL

 

 

 

 

 

 

POLLUTANT IRAP Vera Design| RK _[creckes] [pote [22-11-05 | Dwg. No.
onauao [1 of 3 | 1451-0-4

\. Sem :
RPD:— Lots 1, 2, 3 & 9 MCH3881