Appendix B - Landscaping Plans

Page 2

 

FOR APPROVAL

LANDSCAPE NOTES

PREPARATION OF GARDEN BEDS FOR
PLANTING:

CULTIVATE EXISTING SOIL IN NATURAL
GROUND TO A MINIMUM DEPTH OF
150mm. IMPORT CLEAN TOPSOIL

(SANDY LOAM) TO A MINIMUM

DEPTH OF 300mm, ABOVE ORIGINAL
GROUND LEVEL. ORGANIC MATTER OR
GYPSUM ETC, MAY ALSO BE ADDED

AS NECESSARY TO IMPROVE THE

SOIL FOR THE BEST POSSIBLE GROWTH.
TEST THE SOIL USING A'SOIL TEST KIT'
TO ENSURE IT IS HEALTHY AND AMEND
AS NECESSARY.

ALL GARDEN BEDS TO BE MOUNDED
300mm MIN AT CENTRE OF BED, ABOVE
FINISHED PAVEMENT LEVELS, TO
PREVENT ANY PONDING AROUND
PLANTS.

FERTILIZE USING A SLOW RELEASE
FERTILIZER IN 'PILL' OR 'GRANULE' FORM,
AT TIME OF PLANTING. ENSURE THAT
FERTILIZER DOES NOT DIRECTLY
CONTACT ROOTS.

INSTALL AN AUTOMATIC IRRIGATION
SYSTEM WITH TIMER. PLACE IRRIGATION
LINE AFTER PLANTING & PRIOR TO
MULCHING.

USE ONLY SUN 'HARDENED' PLANTS.
ENSURE HEALTHY ROOT SYSTEM TO ALL
PLANTS TO BE USED. UNDER NO

DRAINAGE:

PLEASE ENSURE ADEQUATE
DRAINAGE IS INSTALLED BELOW
GARDENS AND PAVED AND
CONCRETED AREAS.

A STENCILLED CONCRETE FINISH INA
COLOUR AND STYLE COMPLIMENTARY
TO THE BUILDING IS TO BE APPLIED BY A
QUALIFIED PERSON ACCORDING TO
BEST INDUSTRY STANDARDS.
MAINTENANCE:

IT IS THE RESPONSIBILITY OF THE
OWNER TO MAINTAIN THE PROPERTY
TO A SATISFACTORY STANDARD TO
COUNCIL'S APPROVAL.

A MAINTENANCE REGIME MUST BE
PROGRAMMED TO MAINTAIN MULCH,
WATER, FERTILIZER, PRUNING AND
THE CARE AND/OR REPLACEMENT OF
ANY DAMAGED OR DISEASED PLANT.
GENERAL NOTES:

CONCRETE ROLLBACK KERB FOR
CAR PARK EDGES AND GARDEN
BOUNDARIES AS NECESSARY, TO
ENGINEER'S DETAIL.

SHORT TERM

FOR THE FIRST 4 WEEKS ALL PLANTS
MUST BE WATERED FOR 20mins PER
DAY min. REDUCING TO 10mins PER
DAY FOR FOLLOWING 5 MONTHS,
(ALWAYS WATER IN RELATION TO

MIN. 1m HIGH BLACK ALUMINUM
FALL FENCING FIXED AS/P
MANUF. SPECIFICATIONS

ROLLOVER KERB. REF CIVIL FOR
FALLS

  

PARKING SURFACE WITH FALL.
REF CIVIL DRAWINGS FOR
DETAILS

 

 

Lt

FREE DRAINING GRAVEL

WATERPROOFING MEMBRANE,
TO FACE OF BLOCKWORK

 

BOUNDARY

REF LANDSCAPE,
SWALE DETAIL FOR

 

 

 

 

 

AG DRAIN WRAP IN BIOM GEO
FABRICK & COVER WITH FREE i
DRAINING GRAVEL. FALL TO £

 

 

 

 

OUTLET. [

 

 

 

 

 

FOOTING AND RETAINING WALL ———~,—=—
RAL

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| REF RETAINING WALL DETAIL,
PROVIDE WATERPROOF MEMBRANE TO
FACE OF BLOCK BELOW F.G.L

SWALE PLANT SPECIES
@ 8 PLANTS PISQM

150 - 300mm MARY RIVER STONE (or
sim), WITH LARGE FEATURE STONE
PLACED EVERY 1M RADIUS

LOOSE-WEAVE ORGANIC
NETTING PINNED @ 500mm CTRS
BELOW RIVER STONE

 

 

op FILTER / PLANTING MEDIA

 

| ____ TRANSITION LAYER

 

 

 

 

=e} | DRAINAGE LAYER

 

 

 

 

 

| situ son

| FOOTING AND RETAINING WALL

DETAILS X STRUCTURAL ENGINEER

CIRCUMSTANCES ARE ROOT BOUND RAINFALL). DETAILS x STRUCTU

PLANTS TO BE USED. LONG TERM ENGINEER SN
TREES: FERTILIZE ALL PLANTS EACH SPRING K / \

ALL 45L TREES AND LARGE SHRUBS WILL & WHEN REQUIRED DURING THE YEAR. 7 —a-|-+-
NEED TO BE STAKED SECURELY USING ENSURE USE OF A NATIVE 'FRIENDLY" -{4.A- SWALE DETAIL \ L/
1800mm STAKES x 2 OR 3 AS NECESSARY FERTILIZER. —

AND TIED TO STAKES USING HESSIAN TREES & SHRUBS TO BE PRUNED AFTER RETAINING WALL DETAIL A-A \y7 NTS

WEBBING, (TO PREVENT PLANT DAMAGE
UNTIL ESTABLISHED).

MULCH:

ALL GARDENS ARE BE MULCHED

WITH 'HOOP FINES' MULCH TO A
MINIMUM DEPTH OF 100mm.

PATHWAY:

CONCRETE PAVERS.

LOCATION OF SERVICES AND LEVELS:
PLEASE REFER HYDRAULICS PLAN FOR
FULL INFORMATION ON SERVICES TYPE
AND LOCATION AND FINISHED LEVELS.

FLOWERING TO MAINTAIN HEALTHY
GROWTH AND SHAPE. PRUNE AT THE
NODE FOR ALL NATIVES. NEVER 'HARD
PRUNE' A PLANT UNLESS ON RELIABLE
AUTHORITY.

DUE TO BREAKING DOWN, ORGANIC
MULCH NEEDS TO BE 'TOPPED

UP' EVERY FEW YEARS TO MAINTAIN

A THICK COVER.

STAKES AND WEBBING WHICH
SUPPORT TREES MAY BE

SUITABLY ESTABLISHED.

REMOVED AFTER TREES ARE

NTS

 

 

CONTRACTOR TO

 
 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

* — CONFIRM LOCATION OF
SUITABLY ESTABLISHED. DIAL BEFORE BOUNDARIES & SERVICES
PLANT SCHEDULE WORKS |
YOU DIG ae
* ENSURE ALL FALLS TO
STORMWATER PITS ARE TO
No. | Botanical Name Growth Form Pot Size QTy Common Name SIZE REPRESENTATION WWW. 1100.com.au INDUSTRY STANDARDS
= = = * CHECK ALL LEVELS PRIOR TO
® Banksia Robur S.T 200mm 6 Swamp Banksia 2m H x 2m Wide CONSTRUCTION
@ Metrosideros Little Dugald S.T 200mm 7 Little Dugald 1-2m H x 1m Wide &
3 Syzygium Aussie Boomer M.S 300 5 Aussie Boomer 2m H x 1.5m Wid

@ | Syzva mm m Hx 1.5m Wide = ADDITIONAL NOTES

®@ Banksia Menziesii Gc 140mm 28 Dwarf Banksia 150mm H x 150mm Wide rug FIELD GULLY

6) Casuarina Glauca ss 200mm 16 Cousin It 300mm H x 1m W DP FIELD GULLY LOCATIONS TO BE DETERMINED ON

S.T = Small Tree SITE IN ACCORDANCE WITH HYDRAULIC DRAWINGS.
© Lomandra Tilga GRASS. 140mm 23 Mat Rush 1mHx 1mW S.S = Small Shrub ENSURE PONDING DOES NOT OCCUR. ALL
= M.S = Medium Shrub STORMWATER PITS AND SUB SOIL DRAINS TO
® Juncus Usitatus GRASS. 140mm 24 Common Rush GRASS. &e} GC = Ground Cover EXISTING STORMWATER SYSTEM

 

 

 

 

 

 

 

 

 

 

 

 

 

GENERAL NOTES AND DETAILS

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ISSUE: job title:
© COPYRIGHT 2024 - M DESIGN LANDSCAPE COUNCIL APPLICATION NOTES /
, THE IDEAS AND CONCEPTS CONTAINED . ,
tone o2 WITHIN THIS DOCUMENT AND THE For: GP and LP investments Pty Ltd and REV DESCRIPTION DATE DETAILS
Noosa Heads OLD 4567 | DOCUMENT ITSELF REMAIN THE Sirrah Cars Pty Ltd A___|GOUNCIL APPROVAL 23.07.24 | sheet title ‘ob no: arawn by:
QBCC No. 1066058 OES AND WAY NOT BE COPIED OR Project Address 2406 JM
contact: Michael Broeren | REPRODUCED IN PART OR IN WHOLE GENERAL NOTES AND DETAILS date: 33 07.24
1.075471 2721 WITHOUT EXPRESSED WRITTEN Lot 12 LIONEL DONOVAN DVE 07.
+t. 0422 969 645 PERMISSION FROM MICHAEL BROEREN | NOOSAVILLE, QLD 4566 scale (A3): drawing no:
OF M DESIGN. N.T.S 01.01

 

 

 

 

 

 

 

 

 

 

 

 

 

Page 3

  
 
   
   
  
  
    
  
   
  
   
   
 
 
 
  

 

 

 

 

 

 

 

  
   
  
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

1
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@Ox2 @x4 SPTIOUSS POURS j
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| 4 7 / / 7 Cv 7. ppboenr souoary SL 510-1 327
ROLLOVER KERB EXISTING 3000
| — STORMWATER PIPE
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an 3 LEGEND:
= v4 = 1
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: 2" Zz ASPHALT PAVING
@x4 at 3 (REF CIVIL FOR LEVELS AND DETAILS)
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MLZ z RP908664 C1 Appx. 800 x 400mm (REF DETAIL)
s > { )
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_ EZ S (——__s«ONEW REINFORCED BLOCK RETAINING WALL
Ts a (REF DETAIL)
We :
=z
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; 2 GENERAL PLANTING INFORMATION
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z | souvTion (REF CIVIL) ADDITIONAL NOTES
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z @Ox2 °° @x5 FIELD GULLY
° Qx2.G)x2 EMTR FIELD GULLY LOCATIONS TO BE DETERMINED ON
2 fj RP908664 SITE IN ACCORDANCE WITH HYDRAULIC DRAWINGS.
@x2 ENSURE PONDING DOES NOT OCCUR. ALL
ip STORMWATER PITS AND SUB SOIL DRAINS TO
Ax2-@Qx9 -7 EXISTING STORMWATER SYSTEM
=
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@x1

 

 

 

= EXISTING SEWER MANHO
ASSET ID 2664875

 

   

L2.a7
CONTRACTOR TO
* CONFIRM LOCATION OF
BOUNDARIES & SERVICES
PRIOR TO COMMENCING
4 LANDSCAPE WORKS
NS * ENSURE ALL FALLS TO
we
4

STORMWATER PITS ARE TO
INDUSTRY STANDARDS

* CHECK ALL LEVELS PRIOR TO
CONSTRUCTION

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

ISSUE: job title:
© COPYRIGHT 2024 M DESIGN LANDSCAPE COUNCIL APPLICATION
i THE IDEAS AND CONCEPTS CONTAINED . .
ron o2 WITHINTHspocuMENTaNDTHE | °°" GP and LP investments Pty Ltd and [REV DESCRIPTION DATE FLOOR PLAN
Noosa Heads QLD 4567 DOCUMENT ITSELF REMAIN THE Sirrah Cars Pty Ltd A COUNCIL APPROVAL 23.07.24 | sheet title job no: drawn by:
QBCC No. 1066058 oes aN WY NOT BE COPED on | Polect Address 2406 JM
conc che proeren | REPRODUCEDIN PART ORIN WHOLE PROPOSED LANDSCAPE SITE <a 53 07 Da
t.075471 2721 WITHOUT EXPRESSED WRITTEN Lot 12 LIONEL DONOVAN DVE LAYOUT PLAN —_
+t, 0422 969 645 PERMISSION FROM MICHAEL BROEREN | NOOSAVILLE, QLD 4566 scale (A3): drawing no:
OF M DESIGN. 1:200 01.02

 

 

 

 

 

Page 4

 

Surface drain
Existing soil
1:8 Maximum slope

Adbri Masonry Natural
Impressions® units and cap

   
 
 
 
  

 
   
 
   

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 
    

Planting Specifications for Tube Planting

  
  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

200 Cantainersize 200

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

  

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

 

75mm Planting hole
100mm socked / Advanced tree refer deep mulch - <
subsoil drain 2% 20mm drainage oe aK to plant schedule a Plant centred on planting
fall to discharge aggregate column a broad shaliow 3 No. 50x50x1800mm : hole >
at 20m max centres and to fill block voids basin hardwood stakes at
edge of rootball with
Max 800mm high Topsoil berm to Sra a Rosai oa Plant root ball O
8 courses + cap No structural ” form watering dish he of eight stapled Si: Ties
lad within. aaa 2 Y
75 mm depth mulch - Stakes
this zone, (as specified dished to Turt as specified 5
= 1 base of tree) 3s Q_
“4 — = Staples each side of each
3
15 and consolidate i, o stake Q_
i with min, 50mm de| -
Existing subgrade pene pth 8 Tree edging
‘cols Shape as shown on plan <
400 x 150mm compacted roadbase NOTE: Allow minimum 50mm L specified
or concrete pad ebeddment to cover leveling pad 1000min Break up and culturate
Extent of mulch subgrade to min Plan Y
Typical edging, turf and plating bed detail 150mm depth
SANDSTONE RETAINING ft O
WALL DETAIL vr i
‘
BONO fe Li
Ye bes Min, two off 38 x 38mm x 1.8m high
pe
Shrub planting refer to é \ \ inted hardwood staki
plant schedule DIAL BEFORE Fz \ \ a J pointed hardwoo es
76mm depth mulch Fertiliser at J} § &
(as specified) dished Y O U DI G planting as |, ta / | if Position tie above suitable branch
~ a around base of specified m™Q crotch
Z x trun WWW. 1100.com.au
Ss = s — 50mm wide jute mesh webbing stapled!
4 a . fixed to stakes
= ; el g {/
oy toe Wy é if 450mm deep compacted topsoil mix, Form
| Il [ ADDITIONAL NOTES Mulch to Y= shallow dish to hold water for
75mm establishment
FIELD GULLY deep
Backfill and consolidate FIELD GULLY LOCATIONS TO BE DETERMINED ON 2 + Ss, | os Edging where shown on plan
with 150mm min. depth SITE IN ACCORDANCE WITH HYDRAULIC DRAWINGS. = 4 = ee Planting hol
Improved site soll as ENSURE PONDING DOES NOT OCCUR. ALL : ges = mo ee
} — specified STORMWATER PITS AND SUB SOIL DRAINS TO =e ,
— EXISTING STORMWATER SYSTEM. r
, Breakup and cultivate Compacted top soil
Existing || | | {I — Ht ——. | subgrade to
Supgrade — min. 460mm depth £8
3 SST OTe A , = Cultivated sub-base with gypsum as
CONTRACTOR TO : wy specified in clay soil
e CONFIRM LOCATION OF pe y
BOUNDARIES & SERVICES
PRIOR TO COMMENCING
LANOSCAPE WORKS .
Typical Shrub planting ee ee saan To a Section
INDUSTRY STANDARDS
e CHECK ALLLEVELS PRIOR TO
CONSTRUCTION
- job title:
© COPYRIGHT 2024 - M DESIGN LANDSCAPE ISSUE: COUNCIL APPLICATION
, THE IDEAS AND CONCEPTS CONTAINED . .
M Design fo: GP and LP investments Pty Ltd and |_REV DESCRIPTION DATE DETAILS
PO Box 1702 WITHIN THIS DOCUMENT AND THE
Noosa Heads QLD 4567 DOCUMENT ITSELF REMAIN THE Sirrah Cars Pty Ltd A__|COUNCIL APPROVAL 23.07.24 | sheet ile iob no: drawn by:
INTELLECTUAL PROPERTY OF M : . ,
Project Addi 2406 JM
QBCC No. 1066058 DESIGN AND MAY NOT BE COPIED OR ee ees dat
Contact: Michael Broeren | REPRODUCED IN PART OR IN WHOLE PLANTING AND R/WALL DETAILS ate:
t.075471 2721 WITHOUT EXPRESSED WRITTEN Lot 12 LIONEL DONOVAN DVE 23.07.24
+t, 0422 969 645 PERMISSION FROM MICHAEL BROEREN | NOOSAVILLE, QLD 4566 scale (A3): drawing no:
OF M DESIGN. N.T.S 01.03