Original source · versioned page text
Compiled Approved Plan - MCU17/0568.02 & OPW17/0602.02 (As Published)
Plans and drawings: the text below has words only, no drawings.
24016 41300 5800 24200
89°57'30"
116.140
EXISTING
LANDSCAPE AREA
EXISTING
COVERED BEAM SHED
9300
225.0m2
ENTRY
19500
EXISTING
INDUSTRIAL BUILDING EXISTING WALL AND
663.9m2 ELECTRICAL TO
REMAIN AS BUILT
EXISTING EXISTING
4100
BIO- RETENTION STORAGE SHED
359°58'25"
AREA 44.2m2
57.660
10800
JARRAH STREET
0"
8°1 4
5400L x 2500W
5400L x 2500W
5400L x 2500W
5400L x 2500W
5400L x 2500W
20 5.42
5'3
CARPARK
CARPARK
CARPARK
CARPARK
CARPARK
TYPICAL
TYPICAL
TYPICAL
TYPICAL
TYPICAL
5400L x 2500W
TYPICAL
6
10 CARPARK
5400L x 2500W
5 6 7 8 9 TYPICAL
11 CARPARK EXISTING
A
RE
5400L x 3200W
HARDSTAND
AP G
5400L x 2500W
EA
AREA
SC TIN
ACCESSIBLE TYPICAL
CARPARK
12 CARPARK
ND IS
4
LA EX
5400L x 2500W 5400L x 2500W
TYPICAL TYPICAL
CARPARK 13 CARPARK
3
5400L x 2500W 5400L x 2500W
32000
TYPICAL EXISTING TYPICAL
CARPARK 14 CARPARK
2 COVERED LOADING
5400L x 2500W AREA 5400L x 2500W
TYPICAL 1321.6m2 TYPICAL
CARPARK
1
15 CARPARK SITE AREA 5800m2
TOTAL SITE COVER 38.8 % 2254.7m2
EXISTING DRIVEWAY
EXISTING BUILDING AREAS m2
INDUSTRIAL BUILDING 663.9m2
CROSSOVER
EXISTING
12000
CONCRETE STORAGE SHED 44.2m2
AREA
TOTAL FLOOR AREA 708.1m2
EXISTING COVERED AREAS m2
COVERED LOADING AREA 1321.6m2
SCREENED
BIN
ENCLOSURE
COVERED BEAM SHED 225.0m2
4500
TOTAL FLOOR AREA 1546.6m2
LANDSCAPE REQUIRED 10 % 580m2
LANDSCAPE PROVIDED 16.4 % 953.5m2
85.140
269°56'30" CAR PARKING REQUIRED 14.1
1 PER 50 OF GFA
CAR PARKING PROVIDED 15
Client ECO COTTAGES
4 JARRAH STREET, COOROY, QLD
SITE PLAN Drawing Description
SCALE: 1:300 @ A3
NORTH
NOOSA COUNCIL SITE PLAN
RP DETAILS APPROVED PLAN 6 Lorraine Avenue
Drawn SB Checked DJ
LOT : 2 MCU17/0568.02 & OPW17/0602.02 Marcoola Beach, QLD, 4573 Scale As indicated Date 02.06.26
REGISTERED PLAN NUMBER : RP176126 07 5448 8500 Project No. 2026-27 Sheet No. 01 OF 03
AREA : 5800m2 29 JULY 2026 www.buildingsuncoastgreen.com.au
A 02.06.26 EXISTING AS BUILT DRAWINGS
Date Subject
SB DJ
Auth
QBCC Licence No. 65942
Issue Initial
LOCAL AUTHORITY : NOOSA COUNCIL
Amendments EXISTING DWGS Issue
A
Document Set ID: 25012390
24868560
Version: 1, Version Date: 27/07/2026
16/06/2026
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Page 2
NOOSA COUNCIL
APPROVED PLAN
MCU17/0568.02 & OPW17/0602.02
TRS-7
29 JULY 2026
M-FG
TRS-5
TRS-5
M-FG
M-FG
COL COL COL COL COL
E-DOOR
NORTHERN ELEVATION
1 1 : 300
TRS-7
M-FG M-FG
TRS-5
COL COL COL COL COL COL TRS-5 M-FG
COL
COL
RD RD RD
EASTERN ELEVATION
2 1 : 300
TRS-7
M-FG
TRS-5
COL COL E-MC E-MC TRS-5
COL COL E-MC COL
E-MC
SOUTHERN ELEVATION
3 1 : 300 COL
LEGEND
COLUMN TO ENGINEERS DETAILS
E-CBW EXISTING CONCRETE BLOCK WALL
TRS-7
E-DOOR EXISTING DOORS
E-LWC EXISTING LIGHT WEIGHT CLADDING
M-FG M-FG E-MC EXISTING METAL WALL CLADDING
TRS-5
E-WIN EXISTING WINDOW
E-LWC
M-FG E-CBW M-FG METAL FASCIA AND GUTTER
COL COL COL COL COL COL
E-CBW E-WIN
RD ROLLER DOOR
E-DOOR E-WIN
TRS-5 TRIMDEK ROOF SHEETING @ 5 DEGREES PITCH
TRS-7 TRIMDEK ROOF SHEETING @ 7 DEGREES PITCH
Client ECO COTTAGES
WESTERN ELEVATION 4 JARRAH STREET, COOROY, QLD
4 1 : 300 Drawing Description
ELEVATIONS
6 Lorraine Avenue
Drawn SB Checked DJ
Marcoola Beach, QLD, 4573 Scale As indicated Date 02.06.26
07 5448 8500 Project No. 2026-27 Sheet No. 02 OF 03
www.buildingsuncoastgreen.com.au
A 02.06.26 EXISTING AS BUILT DRAWINGS SB DJ
Date Subject Auth
QBCC Licence No. 65942
Issue Initial
Amendments EXISTING DWGS Issue
A
Document Set ID: 25012390
24868560
Version: 1, Version Date: 27/07/2026
16/06/2026
Page 3
NOOSA COUNCIL
APPROVED PLAN
MCU17/0568.02 & OPW17/0602.02
29 JULY 2026
NW VIEW
1
SW VIEW
2
6 Lorraine Avenue
Marcoola Beach, QLD, 4573
07 5448 8500
www.buildingsuncoastgreen.com.au
QBCC Licence No. 65942
SE VIEW
3
A 02.06.26 EXISTING AS BUILT DRAWINGS SB DJ
Issue Date Subject Initial Auth
Amendments
Client ECO COTTAGES
4 JARRAH STREET, COOROY, QLD
Drawing Description
3D VIEWS
Drawn SB Checked DJ
NE VIEW Scale 1 : 100 Date 02.06.26
4 Project No. 2026-27 Sheet No. 03 OF 03
EXISTING DWGS Issue
A
Document Set ID: 25012390
24868560
Version: 1, Version Date: 27/07/2026
16/06/2026
Page 4
DRAWING SIZE — At
CONSTRUCTION NOTES
GENERAL:
o ! 1. DO NOT SCALE FROM THIS DRAWING.
Ne mS a > A on! 2 ot at & & > & & N 2. ALL DIMENSIONS IN MILLIMETRES
Sen SEP, Sad bo ee SS Oo we Se 89°57'30" O RP. BOUNDARY 1 09 eo er DRAINS. OUT DIMENSIONS ARE TO BE OBTAINED FROM THE ARCHITECTURAL
4} RK ~ ~ 0 ~ ~ ~ ~ ~ ~ ~ ¢ _ ~ ~ ~ ~ O/ ~ ~ - - - ~ ~ ~ ~ ~ ~ ~ ~ - 7 7 — — 4. ANY DISCREPANCIES BETWEEN THESE DRAWING AND THE ARCHITECTURAL
300 RCP = LF ov & 20.0 At 70 108.64 108.64 96.14 os & op . DRAWINGS ARE TO BE REFERRED TO THE ENGINEER IMMEDIATELY.
IL: 107.73 H “A, OW © yw Ex. 3006 RC : ee ‘690 107.85 9: oe? 2° 5, THE BUILDER IS RESPONSIBLE FOR LOCATING ALL EXISTING SERVICES
$W Ex <SW£EX SW/EX — SW/EX SW/EX wok SW JX RCP . 70g & S O Ss XY WITHIN AND ADJACENT THE ALLOTMENT AND SHALL ENSURE THAT ALL NEW
108.76] ss oN © \ ~ 108.21 0) WZ / HORKS ARE IN ACCORDANCE WITH THE ATTACHED CRITICAL DEPTH LINE
ap eS
Ex. pyr 1081.95 095 x oe 5 FOOTPATHS AND DRIVEWAYS:
oS hm < /N D Le? . y 1. EXISTING FOOTPATHS TO BE SAW CUT PRIOR TO REMOVAL
Sy to: © we nO 2. CROSSINGS ARE NOT DESIGNED FOR COMMERCIAL VEHICLES
N § 5 Y 3. CONCRETE SURFACE TOLERANCE +5.0mm OVER 3.0m
Fy N a & / 4, CONCRETE N32 IN ACCORDANCE WITH AS 1379 AND AS 3600
BY N d: %: ey 5. REINFORCEMENT FABRIC TO AS 1304, PLACED CENTRAL SLAB DEPTH.
4 O O 9° 6. EXPANSION JOINTS TO BE 10mm WIDE WET TOOLED WITH EVERY 2ND MESH
NEW CONCRETE FOOTPATHSHOWN sq ds Oo WIRE CUT ALONG JOINT.
HADED TO COUNCIE STANDARDS 4 lp 2 / 8 FOR CURVED ORMEWATS, MAXMUM GRADES APPLY TO INSDE EDGE oF
(IPWEA Drq SEQ R-065), MAX TOOL Na ah @ CURVE
JOINT SPACINGS AT 2.0m CTRS, REFER )e N 9. ALL SERVICES TO BE LOCATED AND PROTECTED AS REQUIRED PRIOR TO
LANDSCAPE ARCHITECTS PLAN FOR “Gy m / WORK COMMENCING
SURFACE TREATMENTS. MAX CROSSFALL
GRADE OF 1 IN 40. 4 B _BM: Peg / FILLING NOTES:
a ORL: 109.186 . j “Tet STE IS TO BE SCRAPED CLEAR OF ALL ORGANIC MATERIAL AND
ots} ic - of STORMWATER DRAINAGE PITS/GULLY Q / — THE SUBGRADE IS TO BE ROLLED WITH A VIBRATING STEEL DRUM
e | 4 60 © PITS IN PROPOSED PAVEMENT. REFER j ROLLER TO ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 98% THE
e Xx ° Drg. 27281-SWI FOR DETAILS. TYPICAL. COMPACTION IS TO BE SUFFICIENT TO ACHIEVE A BLOW COUNT OF 7
LL 3 2 /' 8 BLOWS PER 300mm WITH AN APPROVED PERTH SAND PENETROMETER
Ti 5 i) 4 \ FOR A DEPTH OF 1.0m BELOW EXCAVATED LEVEL. COPIES OF
v 9]| 4 FORM KERB AROUND , COMPACTION TEST RESULTS SHALL BE PRESENTED TO SCG CONSULTING
MS GE OF PAVEMENT 10 ENGINEERS FOR APPROVAL.
Ex. SWMH 0 PROMOTE SW FLOW TO 2
. “4 a ~ fe
SWMH 3 BIGs SED. y THE FILL MATERIAL CLEAN GRANULAR MATERIAL (LE. SAND TO A
” . z= Le 5800m2 WS CLAYEY SAND IN ACCORDANCE WITH AS1726) BE FREE OF ANY
Ell 4° & » ot We ORGANIC MATERIAL AND HAVE A CLAY CONTENT OF LESS THAN 12%
a |\ s\- ® & 6% (PLASTICITY INDEX LESS THAN 25%, LINEAR SHRINKAGE OF 15%). THE
- x S
8 3 OW POADED Winn me 0 \P iS PROPOSED MATERIAL IS TO BE INSPECTED BY SCG CONSULTING
ef F oon io Bost / ST 1 EMI. ASHE TS CMP
1 ae -
BI 2 BOLLARD. 5 ANGH INTENSITY RAIN EVENTS. DUSTRIAL DEVELOPMENT ’ AS3798~1996 TO A LEVEL SUFFICIENT TO ACHIEVE A LEVEL 1
alfeu Ss CERTIFICATION WITH A MINIMUM RELATIVE FIELD DENSITY OF 98%
a Sc FFL 109.7 ol COPIES OF COMPACTION TEST RESULTS SHALL BE PRESENTED 10 SCG
I ul Sr ES CONSULTING ENGINEERS FOR APPROVAL.
ey 2 <= = FILLING AND COMPACTING ADJACENT EXISITING STRUCTURES IS TO BE
qs 3 /s IN STRICT ACCORDANCE WITH THE ASSOCIATED DETAILS AND
wn
w Sule So ii aw BS ge Of oO SPECIFCATIONS.
Soh /s KEY — AREAS WHERE EXISTING STRUCTURES OR TREES ARE REMOVED SHALL
ja LEASE B BE BACKFILLED WITH THE APPROVED FILL MATERIAL COMPACTED IN
x SP298784 / EX. SWPT EXISTING STORMWATER PIT ACCORDANCE WITH AS2870-1996 TO ACHIEVE A MINIMUM RELATIVE
> 9600m* / 3 RC. HW. REINFORCED CONCRETE HEADWALL FIELD DENSITY OF 95%
ro EX. SMH EXISTING SEWER MANHOLE — ANY LOOSE OR SOFT MATERIAL UNCOVERED IN THE SITE
7 N E.0.B. EXISTING EDGE OF BITUMEN PREPARATION SHALL BE REMOVED AND REPLACED WITH THE APPROVED
/ K&C EXISTING KERB & CHANNEL FILL MATERIAL COMPACTED IN ACCORDANCE WITH AS2870-1996 TO
9» N.S.L. NATURAL SURFACE LEVEL ACHIEVE A MINIMUM RELATIVE FIELD DENSITY OF 987%.
Q Ry / FH. FIRE HYDRANT — SITE DRAINAGE AND SILT PROTECTION MEASURES MUST BE ISTALLED
UP Bo? | SoS LO SRR TRE SP r ‘ ‘ / TP TELSTRA PIT PRIOR TO CONSTRUCTION COMMENCING.
2 EP. ELECTRICAL POWER POLE
‘ tog, \e [a — | / KERB EXISTING KERBING
= © Lies = Y
& \ ~
5 eM) A er .
~ | oN =
e NN 1 z
4 y, | \ ore 1 ow RP119674 ~ BARRIER KERB
en eo \ —— 1 | errr / NOMINAL KERB TO DETAIL
<p Oils Croaeaal P| 109.680 ua | y SETOUT LINE
lA is 3 =! Ps! | wee! gis ~ | FI ou & or
S| =| re =| S| 3] I =< DS SS /
E swine. ex ps|— [ \on a — “TBS =| =| | _— Sis = [os » AS
. 4 ; ~S/EX 0. 3 8 109,500 4
ead rd | l — I l a RL i= ra L % 2
109.19] 09.400 109.600 109.600 NS 109.600 709.680 oh Ex SMH
c ae = - - - = 7 7 7 - = = sao - - = - - - -—- - - ==OnS g —=—EXTEND SU-BASE 150mm
OUP NPP. BOUNDARY c ~ | PASSED BACK OF KERB
S . N N /
OO \ N
ENSURE SMOOTH TRANSITION FROM NEW / NOOS A COU NCI L
DRIVEWAY CROSSOVER IN ACCORDANCE | | SOIR N DRNEWAY EDGE, NO SET EEMINED SUBGRADE PREPERATION,
STEP. TYPICAL.
WITH IPWEA STD DRG R-0051 TYPE 'B’ APPROVED PLAN ON-SITE REFER GENERAL NOTES
AND COUNCIL REQUIREMENTS PAVEMENT MATERIALS
SITE PLAN — DRIVEWAY & ACCESS CONTRACTOR TO LOCATE ALL SERVICES PRIOR TO WT NE TUSENSLAND HANUAL. OF UNFORM o a MCU17/0568 & OPW17/0602 150mm N32 CONCRETE PAVEMENT, SL82 MESH MIDDLE
Scale?: 200 22 COMMENCING WORKS ON SITE. ALL SERVICES ARE TRAFFIC CONTROL DEVICES & A.S 2890.1 = 100 BASE COURSE TYPE 2.1 CBR 40
cole 1: TO BE PROTECTED IN ACCORDANCE WITH THE & As 20h.
AUTEDRITY RESRONGIBLE Fon TE SERIICE PARKING FACLITES PART 1 OFF-STREET CAR g WET TOOLED SUB-GRADE PREPERATION IN ACCORDANCE WITH
Se, CONTROL JOINT EPIREZ SPECIFICATIONS /NOTES
F CANOES pravsauwt \ as 150(H) KERB/PAVEMENT SECTION
CONTRACTOR TO TOPSOIL AND TURF ANY CONTRACTOR TO REPAIR/REINSTATE. ANY f r DRIVEWAY SLAB
DISTURBED OR DAMAGED AREAS OF THE ROAD DAMAGED AREAS OF EXISTING FOOTPATHS, DEPTH = ssc ~aocccrtTt +
|| LOT 2 ON RP 176126 RESERVE ADJACENT THE CONSTRUCTION SITE KERB & CHANNELS TO COUNCIL STANDARDS DETERMINED | | |
N Level Datum AHD ON-SITE
Level Origin PM 75734, RL 109.437m PAVEMENT MATERIALS LOWER SLAB MESH 10 MAINTAIN 50 SL82 MESH
| | —175mm N32 CONCRETE PAVEMENT, SL82 MESH 50 TOP COVER TOP COVER. CUT EVERY 2nd WIRE 50 TOP COVER
100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST SOmm CLEAR ALONG LINE OF JOINT.
— _ B COUNCIL AMENDMENTS TO PARKING 13.02.18
LEGEND SUB-GRADE PREPERATION IN ACCORDANCE WITH SPECIFICATIONS/NOTES (TJ) TOOLED JOINT INDUSTRIAL /COMMERCIAL B | COUNCIL. AMENONENTS TO PARKING 15.02.16
Revision | Description Date
g- INDIGATES EMSTNG SURFACE CONTOUR 175 THK. ORVEWAY SLAB ON CONPACTED DRIVEWAY CARPARK PAVEMENT SECTION issue"
DS , , ,
48.0 AND LEVEL TO AHD. [os| FLEXIBLE JOINT AGAINST FOR APPROVAL
% MASONRY/CONCRETE.
wo EXISTING SURFACE SPOT LEVELS. DO NOT SCALE FROM THIS DRAWING
+ . wiz The design and associated details contained on this and associated
= drawings are copyright and are not to be used or reproduced without
E CIN ENE ELECTRICITY (I. J) DENOTES WET TOOLED JOINT TO TERRACE z|z the written permission of SCG Consulting Engineers.
Se SLAB, REFER 10 DETAILS 2S 1.5m (Min) @ 1 in 8 SL82 MESH)
Unit 1/11 Project Ave,
INDICATES EXISTING SEWER LINE 5x10 (W) SEALANT MIDDLE DANLEY ROUND 25mm SAW CUT = Noosa Heads
_(COu) DENOTES FORMED KEY JOINT TO DRIVEWAY OVER DEBONDING TAPE DOWEL CRADLE GREEN CONCRETE < Ph (07) 5455 5604
; INDICATES TELSTRA LINE APPROX SLAB, DETAIL TO DETAILS x weet et R16x300(L) @ 300 EPIREZ P50 175 THICK 3 ews wet sopeoghes com
ALIGNMENT, BUILDER TO CONFIRM EXACT fe Oe CTRS SEALANT DRIVEWAY SLAB. i revionn ave
LOCATION PRIOR TO WORKS [oTWS——]~—PRE-CAST CONCRETE WHEEL STOPS ij 7 £ So z 4 Title:
INST FIXED TI FACTURERS a .
— sw /ex INDICATES STORMWATER DRAIN EXISTING he MS. ‘ Ue a ve ACTURER'S \ | 7AX\ | OPERATIONAL WORKS:
AS NOTED DETAILS & INSTRUCATIONS. SAW CUT AND 50mm COMPACTED
" ; BREAKOUT |__ GALV R24 DOWEL SAND BED STOP MESH 50mm DRIVEWAY & ACCESS
www.dialbeforeyoudig.com.au ——w INDICATES WATER MAIN APPROX BINS AREA BACK OF KERB 400 (L) @ 300 CTRS DANLEY omin GROUND FROM EACH SIDE OF
ALIGNMENT, BUILDER TO CONFIRM EXACT PROVDE DRAINAGE PIT FOR CONNECTION TO SEWER MAIN CRACK INDUCER JONT Project
LOCATION PRIOR 10 WORKS BINS AREA.
» Lon’ DI AL1100 PROVIDE BUND SURROUND TO DIVERT SW RUNOFF AWAY Lot 2 ON RP176126
‘ ~ x INDICATES PROPOSED FINISHED FROM AREA. INDUSTRIAL (HEAVY DUTY) CROSSOVER DETAIL (CDJ) DANLEY DOWELLED JOINT DETAIL JARRAH St. COOROY
"Fabs BEFORE YOU DIG SURFACE LEVELS '
Date: Dec 17 Drawn ck Design 1H
ca. INDICATES DIRECTION OF FALL ee
—=* TO FINISHED SURFACES. oo} ks Checked: Drg No. we
ruuruu——L_——__y m 1:200 © Al sl peg 5835
2 4 6 8 10 1:400 @ A3 S Richardson 21281 -OW5 B.
Document Set ID: 22608630
Version: 4, Version Date: 05/10/2023
Page 5
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 —
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DETAILS : :
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Document Set ID: 22608630
Version: 4, Version Date: 05/10/2023