Approved Plans - 06/0159 [As Published] · 142006.159

   

 

 

 

   

 

 

 

 

   

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

        

 

   

 

 

 

 

 

  

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

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“ : : . : , tio
GENERAL. NOTES . : : . : . Pollu
" . , re diagrammatic only and shal! be read in conpnction with alt relevant / : “LEGEND 1. To be responsibility of Management .
These Drowings are dlog i ificati hi itten : “
‘ Architectural and othe cone tees en Sone at the eontroce ener we Diometer 2. To list all in flow filtering devices like leof eaters
; , be issued durin: e ae BR v il
Aarons cncita shall be referred to the supervising officer for decision before 7 BGPCT . Sofie Cross Pautat at OP's ond other filters
proceeding with the work. invert levels, surface levels, and mm. Existing storm woter Cleanout to turfoce 3. To kéep ‘and maintain a-log of cleaning
«Contractor shall verify al ol to commencement af the work. Ean Eccentric Enlarger 4. To clean devi including first flush storage tank
Cover to pipes: cre, correct ond obtainable prior to comme! ified with eee —— Storm Water Drainage Een eA ong t . €an devices tn g.
The exact location of existing, ond proposed rabairi shall be verified wi . ° FFL Finished floor level -as to manufactures speci ication
the retevant Authority, or other trades as applicable. Agi Orain 7 oe Gully Pit ont Trop ~minimurn quarterly, but monthly in’ rainy season
. Hol : .
, STORMWATER, DRAINAGE dio PVC class SW min grade 1:100 U.N.O. . MH apeetion Chamber Totter each major rainfall event m once yearly
i imum o
Downpipes shall be 100 Dio PVC class SW. ; @)- Down Pipe I Invert Level . 5. To inspect and c ean tanks minimun
COVERS & FRAMES : . Kae Kore fe Channel 6. To install and. maintain pump ond fixtures for a
Covers subject to vehicular traffic to be $35 dio, cost iron, medium dut a cen Eccentric entarger MH Manhole et reuse/wotering/irrigation as to manufactures specification
‘Covers in grassed or cone. creas to be 535 dia. cost iron, concrete in| RP Real Property Boundary 1
Covers in paved areos to be 600 sq. Infill to match poving pattern. 6 Fwo Floor Waste RPD Reol Property description
d greos to be as for Poyed areas ee eta ate. gully RWO Roin woter outlet
to be stompe: or * Roin water head oo . . .
Seacrest s. Frames to be “Faston” or equal: approved. : . . a Surface Level Pollutant Efficiency ‘Rating Device
. . Sq Squore . - 7
GRATINGS woter to be “foston, Gotic” or approved equal : Swo Storm water doin Litter 80-100% VH Fi, Fox
Duty to match monufacturers recommendations for loading condition, . ret) Trench arete Iegilodnat bee Organic 80-100% VH Fi, Fox
Trench grate to be transverse’ ber. . r
Floor waste grates in public areas to be chrome plated bross w/a Underground . _
in private oreas may be PVC. u 73, Under slab cthervise Coarse Sediment 80-100% VH Fl, Fox
. . — Fine Sediment “| 60-80% H Fl, Fox
Free} Oil & Grease| 60-80% H Infiltration
Nutrients (N&P) 40-80% M-H Infiltration
. .
: ‘ POLLUTION. CONTROL_SCHEME
a
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@ , , is QVYAAFPENN FE Q9YY//QQY~WNYY i
= Fall ; at EE Chern es pag yt tage” : :
fall Weil at NOOSA SHIRE COUNCIL C6, US 1050
== DEVELOPMENT PERMIT OPERATIONAL WORKS No... 202 -—_7f a =
q BEG'D BY. eects DATEL c/s. OSI PA, tL0.450 — ee 10450 en Dat
La} ry -- os ~ - . lescription oO!
CKD BY. settee AVES, DATE... Z./.2./ OE : . Amd P
. : AMEND CKO BY........., APEE...DATE. 22/22... LOOT
‘ , : , as! : RECOMMENDED FOR APPROVAL ees to be ned:
‘ : min ev, 3 mths,
1008 TER eee n eer ee eaten nese eeneessecaneubeneebesers monthly Oct.-Feb.' tot
100 UNDER NO CIRCUMSTANCES MAY THE PLAN £ after each major rainta
100 Serre : :
200] || “poo inched grate cated SHCA ONS BE DEPARTED FROM WITHOUT THL -
: [Sree SVEN AP 3 a] EM : . -
0 {TEN APPROVAL of the MANAGER LAND DEV ELOPMEN}, IC_INSPECTION CHAMBER
. SCHE i 7-04
L——"__*LANS APPROVED SCHEMATIC A_tntiicotion deleted Wales Tt
. }econdory issue
Grode W12144/12 ae, "Strainer to sewer, : pereestec Gentes te . For Development Approval
Floor dain to. strainer DATE MY)... 207 ARANAGER LAND DEVELOPMENT X Bai
Bucket on ~i00 : . For Tender
Strainer ‘ For Construction
Thrust block 1 As Constructed
ru
A /, :
: oe PO Box 11
g <= | }
Hydraulic| em reconhye
. SSERRaTNT A www.conhyd.¢
: : New 150mm \ on i “
b BUNDED EXTERNAL . . : LRFC headwall New ~375 discharge Engincers \ a aa a
PROPOSE rom proposed dewopme :
: hold K: MIEAust RPEQ No 7C
WASH DOWN_ DETAIL CONNECT TO SEWER tau CONTACT: Reinhold Koenning
min 5No
Scale 1:50 : velocity > CLIENT + _
isoneoso fy NC OLIVER PROPERTIES PTY LTD
: t min 1000 .
natural bonk / ARCHITECT :
: ' j 1 MIDDAP DITCHFIELD PTY LTD
SL approx 1.150 vert "7
| cuner dischorge _ Existing 3 XO ft cnanner {RECT PROPOSED UNIT DEVELOPMENT
225W Trench Grate _ ; to Noosa River Coen channel :]  }900 Seen eee nonmel “HILTON TERRACE
sy ~~ | Existing 900x900 NOOSAVILLE
| L istin :
j 7 culvert DRAWING TITLE:
~150 J / ,
—— - New conerete natural bank 180 !
“Fox” Gross . 22525 vet with New RFC ; bitumen i GENERAL NOTES &
—_—-] , , io .
Pollutant’ Trap | .-0.05 scour protection : min 180mm | — Ma street DETAILS
i
180 _ Grassed area
SECTION A _—_A " CHANNEL , Bester RO [owes] [mee 221108 _] Trot
\ SCALE : ovaruno, [t of 3 | 1451-0-1 A
[ RPD:- Lots 1, 2, 3 & 9 MCH3881

 

 

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