Compiled Approved Plan - MCU17/0568.02 & OPW17/0602.02 (As Published)

 

 
 
  
  
  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
    
   
  
 
 

 

 

 

 
     

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   
 
  
  
 
  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 

 

 

 

 

 

 

 

 
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  
 
 

 

 

 

 
 
 
  
  
  

 

 

 

 

 

 
 
 
 
 
  
 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 
 

 

 

 

 

 
 
 

   

 

  

 

 

 

 

 
 

 
  

 

 

 

 

   
  
 
 
 

 
   
  
  
 
 

 

 

 

 

 

 
 
 
 

   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
          

 

 

 

 

 

 

 

 

 

 

 

 

 

 

   

 

 

 

 

 

 

 

 

 
 

 

 

 

 

 

 

 

DRAWING SIZE - AT
BIO-RETENTION BED. MIN FILTER AREA 130m?
WITH BLOCKWALL/BATTERED SURROUND. EXISTING STORMWATER FHS TOWARD FELD
er OCA, EATER SURE NSIC TO oe re TOWARD FIELD SVE 300mm MIN. 3/24500L ABOVE GROUND
Y RFACE LEVEL RL 108.53m (Approx.) NED. TS. (GP3) RON TRAPTCABLE ARE RETEION REE ETN Seen Tsntohecrert nora
7 Sree TANKS FOR DETENTION & Vegetation plays a key role in maintaining the porosity of the
| : a : - ; RETENTION REFER TEN filter media of a bioretention basin and a strong health
& ; : : | | - : ¥ “ — . DETAL, OVERT 2/5 RO growth of vegetation is critical to its performance Therefo
IL: 107.73 P A 20.0 x 7 —- SE Op stor ~ Zo Oo LL 10876%) 7'30" Sap. BOUNDARY 1 09 SL._109K0 of BS " ' the most intensive period of maintenance is during the olan
LL. 107.730 » Ex. 300¢ RC ot OPS a 500 STORWERO @-1 Oi in 308 108.£ Cry pie FS 750 Si Aho on aera iL Waa RS) & * cgaitg ney ete
08. th SW/EX SW/EX aaa = sig pop oy 107.85 LZ aw o STORMPRO @ 1 in 300.74 = oe (= Se ron oy
: : = z : Z z = = = , _ _ _ inflow systems and overflow pits require careful monitori
M78 oS Ss jr 5 70 DP SS f “8.50 f S R-SW "e* aL sw Vee 2250 uPVC @ 1 in 100 w 2 sw eo” sw sw a ~\ Hock net : rth 5 and canbe unity pr bas
=f : r r = 1 \ inlets or outlets and can be unsightly, particularly i
CONNECT DRAINAGE. LINE T0 LOfd - nS ~ org OD S O1 } \ high vei lof eet sa
2 : J y areas. Inspection and removal of debris
SWMH TO LOCAL AUTHORITY HS AF &: ; ae caret i
| * | . : gularly, an debris should be removed whenever it
su Le ! = . 5 mS SLOW sol IPES. REFER is onsen ved me site. Where sediment forebays are adopted,
: | W my MON TANK DETAIL regular inspection of the forebay is required (3 monthly) wi
| r jon with
| " . . n \ remove of accumulated sediment undertaken as ro
: i . * ’ \ y or larger bioretention basins, it is essential that a
—. | ( : 5 Sa & / maintenance access point is designed for and
, # . . = . . / s' / maintained in the bioretention basin. The size and complexit
= ) fi : : —__| ew sw wr } or the system will guide its design and may involve provision
a ; , | . 8 y of a reinforced concrete ramp/ pad f i
| - . . y p/ pad for truck or machiner
/B\ 51083 A a _ BM: Peg W | Ni v ia 3 a / 205 Ein |
3 iL er Is RL: 109.186 a . S NN ee
a 9? HI e | SLs / Policy 11: Land Development Guidelines
| | , jogs Section 13.6 -Bioretention Basin
WW —— an ‘ sew — men i ,
: é os / Typical maintenance of bioretention basin elements will involve:
: | : : v | | . routine inspection of the bioretention basin profile to
— ; . An identify any areas of obvious increased sediment deposition
alin | | a! os js scouring from storm flows, rill erosion of the batters from.
= ae : j é S LL ZT lateral inflows,damage to the profile from vehicles and
Be 3 mm : R clogging of the bioretention basin (evident b ‘fil
KERBING & BIO-BED. INSURE ‘BIO- REBT iN ED. S GP | 3» | . / ag car . 7
EVEN SHEET FLOW IS ACHIEVED. “7 6p ee SH QC se h "dere oie on cen ery oes Se,
: : 3 : under—drains to identify and cl i
: w/S ¢ y lean any areas of scour, litter
b LL 108.85 Lo? \ Te, 108.75 | Ng Vs DRIVEWAY removal of sediment |
o
| | j ! : on . remove ot sediment where it is smothering the bioretention
| : | ) ‘ 3 in vegetation;
; ~ E / * where a sediment f i
x SG = SO 4s | aes . si a
- * repairing any d i i i
: | FALL LANDSCAPING TOWARO iring any damage to the profile resulting fi
| . J g from scour, rill
i FALE LANDSCAPING TOWARD erosion or vehicle damage by replacement of appropriate fill
5 | . : ; / PAVEMENT a DRAINAGE Fs (to match onsite soils) and revegetating; P
3 | - | : BALL . ACHIEVED. BIORETENTION * tilling of the bioretention basin surface, or removal of the
: | | ; a . | ‘ | BED surface layer, if there is evidence of clogging;
: | : ! | . eae yatering/ irrigation of vegetation until plants are
( . - BIO-RETENTEION BED ablished and actively growing;
| — * removal and invasi ici
| FOR TRE oval and management of
| AGE TO WATER ‘ | | :
: [ : | = cUF cro ge fo oe
| species as detailed in the
| . lant sch ;
| | ; : - : ‘ | é . RUNOFF TO COUNCIL . Pring te renove dead or diseased vegetation material and
| j - : | ASTRUCTURE to stimulate ; “e
: growth;
: . - | / po as mee - * vegetation pest monitoring and control.
' 7 ee WAT Resetting (ie. complet i i i
. ettin plete reconstruction) of the b
. | y 7 | ER CYCLE DIAGRAMATIC basin will be required if the system " to rin adequte
| - | soe see we | ; after tilling of the surface. Maintenance should only occur ’
: : - | mers crs wa ‘ J after a reasonably rain free period when the soil in th
. - were bioretention system is dry. Inspections are also recommended
Oe NS Ye \ ~~ / CONSULTANT. 4 oe LEGEND folowing large storm events to check for scour and other
Nd : % J a“
| | 7 . a
a oe : INDICATES EXISTING SURFACE CONTOUR Al maintenance activities must be specified in oma
| : ; e specified in a maint
uy, 108300 I Ea sit ~ \ yor yor ye PoP i B | iN | 18° AND LEVEL TO AHD. plan (and associated maintenance —_
(APPROX.) V\ He : 9) KP SM sic iomaa os sw sw p éw sw sw——2 DP oH jor [oP RPTTIOTS x roar of te Dewogment pow une
Ex. SWHARI4 2 BINS AREAL GPO JUL. 108.40 \ ops LW a wo RSW wy ne AG 7 —™ | oon ao mse | con eae
ae | | — " 5 = ae ms process. Maintenance personnel and asset managers will use
SWP [FE RP. 20 3006 uPVC @ 1 i = . sw SW 2 + oe ,GP5 ue _ Seri Slee oe
EX. SWPT oi 300 P. A hs 5 Pal S in 200 ~ N Sw sw SW = fe — sw sw 2256-uPVE-@1 Sn/ 200 GP5 PIs ANG, HEADMALLS. OF NOMINATED SM md tenance wepecien form
x : , = , ss - ® 2 : and maintenance inspection form is
S fr O77 LL 108) i Tne
: = : = = - included in the checking tool ided i i
7 : : - = — — 1 g tools provided in Section 13.6.7.
SMM TO LOCAL AUTHORITY uw WORKING AREA AROUND 46 wo IL 108.58 SL 10860 © : FALL, INDICATES DIRECTION OF FALL spec bags ee the solure ond confit
REQUIRE! | EXISTING SMH AS PER LL. 108.68 oP SL. 109.60 _——e Per aa soc |
PA TO DEVELOPERS | QDC REQUIREMENTS. DRIVEWAY PAVEMENT. ” ~ : . en —
| so cued ow mer 900Se STORMW For Detailed Maintenance Requirement i i
SITE - REFER Drg. 27281-OW5 NOOSA Sten 8 : entcas | oberon
SITE PLAN — PROPOSED STORMWATER MANAGEMENT Fo RENFORONG COUNCIL SATE Sr OF PT conn 220 oS
3 SURFACE OF BIORETENTION BED. REFER PLAN -
APPROVED PLAN C (ines THAN FINSHED oO EL FOR SIZES. GPa
—S Approx RL 108.53m), PROVIDE EDGE BOARD CONCRETE ITH RAISED GRATE —
ann oe AE AL SR cS Fn. 10 te —.— MCU1 val 0568 & OP W 1 7/ 0602 AS PEGGED TIMBER SLEEPER OR TO SENS WITH RAISED GRATE. KE
SAEae + | BE INSTALLED IN BIO-RETENSION
AUT Fj /
te a ae z = (eS CGP3 BED. AC my EXISTING STORMWATER PIT
- | iL 600Se FIELD ILE - . HW. REINFORCED CONCRETE HEADWALL
N Level De AHO DRAINAGE PIPE SIZES Lo Le, 4 of GRANULAR MATERIAL UNDER FLIER MEDIA LAYER ° Wh = FOR BLOCK RETANNG. rel ne : a os a coa
sar sa / : yy y = iN WHERE INSTALLED IN PAVED AREAS & KERB Be CHANNEL
g 34, RL 109.437m TANK OVERFLOW PIPES AS SIZED uN MS LD oes tes Ss may DerAIS GPa I Mi Sa
BY CONSTRUCTION HYDRAULI fo DENSITY THROUGH 100mm CLEAN COARS — ys 3 . “car
LIC, ALL WONT oD
E PIPES MUST BE AT SAME LEVEL a RAPA 0>800mm TRANSITION LAYER (HATCHED co ALTER MEDIA TO PET CME HO SAL a
STORMWATER & FOR ALL TANKS APPROVED COMPACTED COMPACT IN tS LA ) Cs ~ WITH FAWB CU Ne FOR SL FL a : Sn
NI 8 BEDDING SAND. > mm LAYERS OFAB ore IDELINES FOR SOIL FILTER HP Me DOSING KERONG
. ces SLOTTED 1000 uPVC PIPES 750 . MATERIALS FOR USE IN BIOFILTRATION me amine & ~
ee 5 ? SLOTTED 1009 uPVC pe SYSTEMS, BIORET PLUS BY SOUTHERN GPS 450Sq FIELD INLETS, PRE-CAST ERBING
DETENTION ZONE: > f PROVIDE A SINGLE SLOW 150 DIAMETER | 150 SL a ‘ma —_ TO) <connn
. ws « Dame a WHERE INSTALLED IN PAVED AREAS c
2 | - PIPE SIZE & FALL RE
= Zi | A. COUNCIL AMENDMENTS TO BI0—BED. | 22.01.18
3 x 24500 Lt — = PIPE TRENCH/PIPE BEDDING & BACKFILLING . ee Fo a :
Z SX WP We SUPPLY LINE “
LEAK PIPE TION =
= BIORETENTION PLANTING “eee Ter
HEAVY DUTY GRATE SW DRAINAGE 8(No.) Plants per m2 WT RASED GRATE, SET TEP co meni
AL, TAMS 10 8 RE-USE PUMPING AND RECESSED. PIT AS NOMINATED. Utiize ot least 3(No.) | Oe Pl oe aa w INDICATES WATER MAIN’ APPROX tongs ma negate
INTERCONNECTED WITH RETICULATION BY . . ; : ea :
BALANCING PIPES DETENTION TANK DETAIL OTHERS FALL. approved species type 2? | FINISHED SURFACE IN BED tocar AN ROR IG Woeme te wien pemason of SO Conalg ng zvoc
Sa MLL. APPROVED PLANTING © | RC etn 10). — ES SRA ee
fis sccm uw vx CONCRETE HEAD WALL @ 1 in 100 ' NICKMEN:
STORMWATER RUNOFF ASSESMENT < COMPRESSIBLE MATERIAL Seberonas ni ‘nedove | AREA FOR FLOWS INTO = ae i “ - mene
: : ; a d
DESIGN STORM INTERVAL 100 YEAR ARI / SC UNDER SLAB. Lomandra hystrix or | B10-RETENTION BED, ° % omens SCG et cr
___ (9S 8 we Isolepsis nodosa rf ig 3 WAY 8 , a _—_____ sw—______ INDICATES STORMWATER 3 onal ning eneecon
_ | | = | DRAIN. PROPOSE Z wines emaneers.com
albeforeyoudig.com.au EXISTING SITE DRAINAGE pipe, | | 1 | | BAIR = NORD OMERWSE
Qtoo - 419 It/: my | DRAI ° 7 : — .
+™ 5 Pad |_| DRAINAGE PIPE. 5-7 = ST
“ . DIAL1100 PROPOSED SITE INTERSECTING SW L —| nORANAGE. LAYER, ’ zd Z >) ee 7 sw/ex—— _INDICATES STORMWATER DRAIN’ EXISTING STORMWATER TANAGE
il aN Qi99 - 476 It/s _ — i : = : .
we re ! g oe : ED MIN 1 IN 100 FALL UNLI MW.
BEFORE YOU DIG DETAINED FLOW RATE E PIPE. GEOFAB 7 a a NOTED OTHERWISE ~ = —
DETAINED SITE 400 ys It/s BIO-RETENTION BASIN FILTER AREAS SIZ 22598 HOPE — -
TANK DETENTION REQUIRED = 25000 It (1008 SLOW - EMENT DUSTRIAL DEVELOPMENT AND IS DEEMED 10 AS FER PUN | SNSAREAI | yee MAN. PROWDE GUND SURROUND TO JARRAH
: noUSAL AIN. PROVIDE BUND SURROUND 10 st COOROY
ue —AYPICAL SECTION SOLUTIONS BY "WATER BY DESIGN.?] 3298 10 SM PIT TP mews :
FILTER AREA = 2.2% CATCHME “(| LL AS NOTED. ICAL_SECTION ~ —
mR 8 Dec 17 Drawn Design
DETAILS : :
0 1 2 3 4 5 1-200 © At Checked Drg No Re
ru 71m: e]  RPEQ 5835
1:400 @ A3 JS Richardson 21281 —-SW1 C

 

 

 

 

 

Document Set ID: 22608630
Version: 4, Version Date: 05/10/2023