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SUPERSEDED Approved Plans OPW19/0266
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-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
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Full text of sections 2 to 20 (of 32)
Section 2
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 3
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 4
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 5
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 6
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 7
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 8
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 9
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
reta ined o r used witho ut the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 10
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
≤
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 11
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 12
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 13
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 14
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 15
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 16
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0266 13 OCT 2020
P: (07) 3369 8411
F: (07) 3369 1893
E : [email protected]
© Morgan Consulting Engineers
This drawing is not to be copied,
retained or used without the
permission of the copyright holder.
1 GREAT GEORGE STREET
PADDINGTON Q LD 4 0 6 4
Section 17
RETAINING WALLS REFER TO
CIVIL ENG. DETAILS. BOUNDARY FENCE
GENERAL NOTES
NOTES: DIMENSIONS TO BE VERIFIED ON SITE PRIOR TO COMMENCEMENT, PREPARATION
3000
3000
3000
3000
REFER TO WD-A-510 FOR OF SHOP DRAWINGS OR MANUFACTURING. FIGURED DIMENSIONS TAKE
PRECEDENCE OVER SCALING.
POOL AREA DETAILS
REFER TO CIVIL ENGINEERS DRAWINGS FOR RETAINING VERIFY LOCATION OF EXISTING SERVICES BEFORE COMMENCEMENT.
KAMALA 4000 WALLS, ROAD SURFACE LEVELS AND PAD LEVELS ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE BUILDING CODE OF
AUSTRALIA, BUILDING ACT 1975 AS AMENDED, STANDARD BUILDING BY-LAWS
10 RL 4.990 RL 6.000 RL 6.250 RL 6.800 AND RELEVANT AUSTRALIAN STANDARDS.
RL 4.850 REFER TO LANDSCAPE ARCHITECTS DRAWINGS FOR
Pool BBQ RL 5.620 6700 RL 6.500 FENCE TYPES, PLANTING AND PAVEMENT TREATMENTS ISSUE DATE REVISION
LILY 1 25.03.19 REVIEW ISSUE
DISTRIBUTION BOARD TO
ELECTRICAL ENG. DETAILS 9 1889 750 750 4000 REFER TO HYDRAULIC ENGINEERS DRAWINGS FOR FIRE 2 27.05.19 REVIEW ISSUE
MP HYDRANT LOCATIONS 3 31.05.19 REVIEW ISSUE
RL 4.750 700 900
4 25.06.19 COORDINATION ISSUE
BIO-RETENSION BASIN TO 2280 2000 2352
Sewer easement
WALLUM MARRAM WALLUM WALLUM MARRAM WALLUM 5 27.06.19 COORDINATION ISSUE
CIVIL ENG. DETAILS 6 28.06.19 TENDER ISSUE
RL 4.200 11 12 13 14 15 16 7 12.07.19 TENDER ADDENDUM
BATTER TO CIVIL ENG. 8 13.02.20 DIMENSIONS & NOTATIONS ADDED
DETAILS
1200
FH
1962
RETAINING WALLS TO
CIVIL ENG. DETAILS 2m WIDE CONC. PATH
INTERNAL 1.2m WIDE CONCRETE
6000
PRIVATE FOOTPATH FH TIERED LANDSCAPING REFER TO
LANDSCAPE ARCH. DRAWINGS.
OPW19/0266 13 OCT 2020
CHAMBER & MAN HOLE. ROAD
REFER TO CIVIL ENG. 4000
2500mm HIGH
DRAWINGS. FH ACOUSTIC FENCE
91
00
PRIVATE ROADWAY INTERNAL REFER TO FENCE
APPROVED PLAN
NOOSA COUNCIL
LIGHTING POLE, TO PRIVATE PLAN
ROAD
ELECTRICAL ENG. DETAILS. RETAINING WALLS TO
1000 CIVIL ENG. DETAILS
900 3000
SALTBUSH 1 RL 6.650
5 4 00 LILY 17
8
-
DETENTION TANK TO
RL 4.900 MARRAM
CIVIL ENG. DETAILS
2783
2 6 00
V1
KAMALA 6 RL 5.150
KAMALA
2 6 00 7
V2
RL 4.920 5
RL 5.780
VIS. Ca
600 0 300 0
2 6 00
SALTBUSH 2 RL 7.020
ALL PARKING BAY
rs
V3
LINEMARKING TO BE 80mm Bar 18
2 6 00
WIDE, COLOURED WHITE
V4 KAMALA KAMALA
COUNCIL 4
FH 1 RL 5.730
2783
RESERVE RL 4.900 MARRAM MARRAM
6 000 RL 5.100 2 3 RL 5.200
REFER TO WD-A-500 FOR RL 4.900
POOL AREA DETAILS
1000 SALTBUSH 1 RL 6.850
Pool
3000
500 19
2783
ALL PARKING BAY
84
00
LINEMARKING TO BE 80mm
INTERNAL WIDE, COLOURED WHITE
PRIVATE
SALTBUSH 2 RL 6.750
5800
ROAD
DRAINAGE PITS TO CIVIL 6600 6600
ENG. DETAILS 20
VIS. Cars VIS. Cars
V5 V6 V7 V8 FH
2100
2100
FH
2000 2079
MP
BIN WASHDOWN &
Lanai GARDEN EQUIPMENT
COUNCIL
8916
RESERVE STORE
PROVIDE ACCESS GATE TO
EASEMENT EXISTING SHOPPING CENTRE DISTRIBUTION BOARD TO
Conference TO MATCH EXISTING ELECTRICAL ENG. DETAILS
Admin/VPR
room
ROADWAY LIGHTING
RL 4.400 EXISTING SEWER LINE
BOLLARDS REFER TO Kit.
267 3 EASEMENT - RED DASH
LANDSCAPE DRAWINGS FOR
DETAILS EXISTING SEWER LINE 2m WIDE CONCRETE FOOTPATH
4000
Reception TO BE REDIRECTED REFER TO CIVIL ENG. DETAILS
732 2500 2500 2500 2800 2500 2500 680 EXISTING MAN HOLE
CONCRETE PAVEMENT 4m WIDE
DRIVEWAY TO CIVIL ENG. 2400 2400 EMERGENCY
DETAILS EGRESS ROAD
EXISTING
2500
Car parking for SPECIALTY SHOPS
6000
Units over
2500
5400
216 9 650 0
2500
ALL PARKING BAY EXISTING
LINEMARKING TO BE 80mm IGA
5400
2800 2500 2500 2500 WIDE, COLOURED WHITE
2500
Security
gate Lobby
11000
5890
Bin
6100 Ser.
3500 2500
CARPARK
2500
2700
Store
EASEMENT
2500
5400
SRV
7000
1.5m HIGH MASONRY SCREEN TO BIN
2500 2500 2500 2500
STORE RENDERED AND PAINT FINISH 1C/24 MACQUARIE ST, TENERIFFE, QLD, 4005 P: 07 3339 7962
5400
2500
WWW.RDARCH.COM.AU ACN: 151 857 019 ABN: 14 151 857 019
CLIENT
RETAINING WALLS TO
2500
MAIN SWITCH BOARD TO
MP CIVIL ENG. DETAILS
ELECTRICAL ENG. DETAILS SCANLON GROUP
2500
Car parking for
6000
Units over BELOW GROUND
200 KL TANK TO
ENERGEX PMT SITE 4.8m x 5.7m
2500
COLLECT AND REUSE PROJECT
LANDLOCKED SUBSTATION. REFER
6100 ROOFWATER. REFER PEREGIAN VILLAGE MARKETS
TO ELECTRICAL ENG. DETAILS
4000 TO CIVIL ENG. DETAILS. ESSENCE OF
2500
2500 2500 2500 2500
PEREGIAN BEACH
5400
COUNCIL LOCATION
2500
RESERVE
215 DAVID LOW WAY,
2500
2500
PEREGIAN BEACH
BUSH FIRE SETBACK ZONE
2500
2500
DRAWING
FH
RETAINING WALLS TO
CIVIL ENG. DETAILS SITE PLAN - GROUND FLOOR
Bins
DETAIL
5400 SCALE DATE DRAWN BY
Access and service easement
As APRIL '19 LM
6700
indicated
JOB No. DRAWING No. REVISION
ENERGEX HV/LV CABLE AND
CONDUIT PIT. REFER TO ELECTRICAL 180082 WD-A-100 8
ENG. FOR DETAILS.
1860
1 1.0_SITE PLAN OF LAYOUT COPYRIGHT RED DOOR ARCHITECTURE ALL RIGHTS RESERVED. THIS
- 1 : 250@A1 DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY
ANY MEANS IN PART OR IN WHOLE WITHOUT WRITTEN PERMISSION OF RED
DOOR ARCHITECTURE.
Section 18
OPW19/0266 13 OCT 2020 GENERAL NOTES
DIMENSIONS TO BE VERIFIED ON SITE PRIOR TO COMMENCEMENT, PREPARATION
APPROVED PLAN 1 2 3 4 OF SHOP DRAWINGS OR MANUFACTURING. FIGURED DIMENSIONS TAKE
PRECEDENCE OVER SCALING.
NOOSA COUNCIL
VERIFY LOCATION OF EXISTING SERVICES BEFORE COMMENCEMENT.
26428 2200 24410
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE BUILDING CODE OF
AUSTRALIA, BUILDING ACT 1975 AS AMENDED, STANDARD BUILDING BY-LAWS
3245 190 5813 190 1625 235 1740 50
207743 7905 190 4105 190 4230 190 4400 190 5210 190 6000 190 5210 190 610 AND RELEVANT AUSTRALIAN STANDARDS.
KITCHEN BIN STORE ISSUE DATE REVISION
378 190 4090 190 4400 190 12200 1000 3600 190 4230 190 1700 190 2510 190 3600 1000 7600 1000 2790 1000 610 1 27.05.19 REVIEW ISSUE
KITCHEN COL BIN STORE STORE COL COL COL 2 27.06.19 TENDER REVIEW ISSUE
3 28.06.19 TENDER ISSUE
-
1508 190 5160 190 2200 190 3600 1000 7600 1000 3600 190 2200 190 1840 190 1700 2890 3600 1000 7600 1000 3600 800 4300 300 190 4 09.07.19 REVIEW ISSUE
5 11.07.19 COORDINATION ISSUE
BAR KITCHEN COL COL LIFT SERVICE ROOM COL COL COL
6 12.07.19 TENDER ADDENDUM
1508 190 7550 190 16800 190 4230 190 8190 1000 7600 1000 4400 4300 300 190 7 02.08.19 TENDER ADDENDUM
8 Date 16 DIMENSIONS & NOTATIONS ADDED
CONFERENCE ROOM COL COL COL
D E F
EXISTING MAN HOLE WD-B-301 WD-B-302 WD-B-302
1050 DIA
1050 DIA
KERB TO CIVIL ENG. DETAILS A/C CONDENSERS TO BE EMERGENCY ACCESS ROAD FINISH TO EXISTING MAN HOLE
ADEQUATELY CIVIL ENG. DETAILS RETAINING WALL TO CIVIL ENG.
SCREENED FROM VIEW DETAILS
574 190
CD-12
FIRE LANDSCAPING
1578
A UP A
190510190
STAIRS 2
2038
700
RL 5.040 CD-05
190 1316
190 1343
LANDSCAPING
190
190
LEVEL 1 ABOVE - DASHED
605
STAIRS 3 COL.
300
OUTLINE
259° 2
C CD-14 COL. C
4356
WD-B-301 WD-B-301
2800
UP CD-20
2500
CD-13 KITCHEN
2500
5381
2500
BIN STORE
2823
7' 57 "
KITCHEN
6211
PUBLIC AMENITIES 35 m² BIN STORE LANDSCAPING
3685
6731
CD-19
5310
5310
CD-13 28 15 m² COL. 19 18 COL.
COL
27
300
CD-12
8 .9 5 m
STORE
8861
5400 6000 5400
190
190
15 m²
CD-20 BELOW GROUND 200 KL TANK TO
2500
2500
2500
190
B BAR CD-16
COLLECT AND REUSE ROOFWATER. B
2185
CD-11
SERVICE ROOM
13 m² REFER TO CIVIL ENG. DETAILS
29
190
190
26 20 17
SERVICE
2500
2500
COL
W-01
1000
B LIFT CD-19 B
190
190
COL.
WD-B-300 CD-16 ROOM WD-B-300
2500
2500
2500
7500
C C
190
CD-18
2790
CD-04 30 25 21 16
COL
5210
SERVICE DOOR FULL HEIGHT SECURITY
300
300
300
V6 COL. LOBBY SCREEN TO CAPRARK
CD-17
3234
COL.
14 m² AUTOMATIC SLIDING DOOR
2800
2500
COL
1000
2500
TO LOBBY CHEVRON LINE MARKING TO COL. REINFORCED CONCRETE
CD-10
CARPARK 700 COLUMN'S TO STRUCTURAL
COL. 22 15 COL.
CONFERENCE
31 ENG. DETAILS
COL
190 785 190
24 S-W-01 23 14 13
300
10040
15140
CONFERENCE ROOM 300 1315
RETAINING WALL TO 99 m²
2700 5400 6000 5400 2500 2500
2500
CIVIL ENG. DETAILS RL 4.400
12765
HC HOSE FOR BIN WASH
1000
32
10090
CONCRETE SLAB TO CARPARKING TO CD-21
BIN STORE
CHEVRON LINE MARKING
STRCTURAL ENG. DETAILS.
6100
6100
7700
4150
TO DELINEATE PATH. BIN WASH DOWN AREA
2500
CD-21
15810
ALL PARKING BAY LINES TO BE BUNDED STRIP
V5
CD-10 80mm WIDE, COLOURED WHITE
33
EGRESS GATE TO CARPARK
300
75 900 190
732
190
12386
A CD-09 CD-22 A
AV
270° 00' 00" 15.14 m
WD-B-300 WD-B-300
34 35 36 37 3 4 5 6 7 8 9 10 11 12 RL 4.350
RL 4.688 EMERGENCY
(24 HOUR ACCESS)
COL
1000
CD-08
COL. COL. COL. COL. COL. COL. COL.
190
190
190
CD-03 5500
FH
6540
UP
Section 19
5400
5400
5210
ADMIN
2076
LANDS
ADMIN
2790
2500 2500 2500 2500 6490 2500 2500 2500 2500 2500 2500 2500 2500 2500 2500
2600
CD-07 RECEPTION STAIRS 4
4250
CAPIN
ADMIN / VPR 19 m²
1 :1 4
1569 170
G
16 m²
DISABLED ACCESS S-W-03
1045 170
RAMP IN ACCORDANCE SECURITY GATE RL 4.900
COL
200 1000
S-W-04 COL. COL. COL. COL. COL. COL.
WITH AS1428.1
CL
200 190
300
300
D CD-01 D
TILED FINISH TO EXTERNAL 2
RL 4.350 A FIRE
PAVEMENT AS INDICATED INSTALL TRENCH GRATE WD-B-400 RL 4.350
2400
RL 4.900
2500
REFER TO FINISHES BOL. STAIRS 1
TO CARPARK ENTRY
30
°2 AUTOMATIC SLIDING DOOR
0' CONCRETE PATH FOR
38 AUTOMATIC SECURITY SHUTTER. ACTIVATED BY LANDSCAPED TRELLIS
"1 REMOTE AND PRESSURE PLATE ON THE INSIDE. SERVICE VEHICLE (REFER TO BUILDING EGRESS
1.0M WIDE CONCRETE FOOTPATH 3 .3 ELEVATIONS FOR DETAILS)
8m TO BE LOCKED IN THE EVENT OF BUSH FIRE.
5400
2400
LANDSCAPING m
4 2
LANDSCAPING 3.
3500
KERB TO CIVIL ENG. DETAILS LANDSCAPING 1
MP
1 7000 "
00
ENERGEX PMT SITE 4.8 x 5.7m LANDLOCKED
0 0' FH
5400 SUBSTATION. REFER TO ELECTRICAL ENG.
5°
DETAILS. WITH ALUMINIUM SCREEN. 31
BIN STORE
1.5M HIGH MASONRY SCREEN TO BIN STORE.
SELECTED FINISH TO ADMIN & RENDERED AND PAINT FINISH
RECEPTION REFER TO FINISHES 4° 19 ' 59 " 39 .6 9
m
5300
SELECTED FINISH TO 1C/24 MACQUARIE ST, TENERIFFE, QLD, 4005 P: 07 3339 7962
CONFERENCE ROOM REFER TO WATER SUPPLY CONNECTION TO WWW.RDARCH.COM.AU ACN: 151 857 019 ABN: 14 151 857 019
FINISHES HYDRAULIC ENG. DETAILS
1200 DIA
CLIENT
PROPOSED MAN HOLE REFER
TO CIVIL ENG. DRAWINGS FOR ENERGEX PMT SITE 4.8m x 5.7m LANDLOCKED
SCANLON GROUP
D E F
DETAILS WD-B-301 WD-B-302 WD-B-302 SUBSTATION. REFER TO ELECTRICAL ENG.
DETAILS
PROJECT
1508 190 7550 190 7900 300 7500 300 5890 300 5000 300 7500 300 7500 300 5000 300
CONFERENCE ROOM COL COL COL COL COL COL COL ESSENCE OF
2798 190 9800 1560 190 10900 5890 26200 300 1900 190 PEREGIAN BEACH
SECURITY GATE COL LOCATION
2798 190 1230 190 9940 190 27727 190 1105 190 9288 215 DAVID LOW WAY,
PEREGIAN BEACH
DRAWING
1 2 3 4
GROUND FLOOR PLAN
SCALE DATE DRAWN BY
1 : 100 2019 LM
JOB No. DRAWING No. REVISION
180082 WD-B-100 8
COPYRIGHT RED DOOR ARCHITECTURE ALL RIGHTS RESERVED. THIS
DRAWING MAY NOT BE REPRODUCED OR TRANSMITTED IN ANY FORM OR BY
ANY MEANS IN PART OR IN WHOLE WITHOUT WRITTEN PERMISSION OF RED
DOOR ARCHITECTURE.
Section 20
GENERAL NOTES
A. ARCHITECTURAL WORKS INFORMATION ORGANIC MULCHING - BULK PLANTING AREAS STRUCTURE AND BENCH SEATING
Refer to Architect's drawings for all information contained within these documents related to and nominated as
Architectural Works. This includes all hardscape items such as paving, outdoor structures / shelters, walls and GENERALLY: Proposed mulch must comply with Australian Standards AS4454-2003. GENERALLY: Design and construct shelter structure with incporated seat in the location as shown on the
drawings. The images and landscape drawings show the extent and design intent and the final finish should be
fencing. Architectural Works information contained within these documents are indicative only and not for ANDREW GOLD LANDSCAPE ARCHITECTURE
construction or certification purposes. MATERIAL: Spread 1" Hoop Bark to a minimum depth of 100mm entirely over planting bed areas as indicated coherent with similar elements on site or as discussed with the landscape architect.
on the drawings. PO BOX 5220
B. CIVIL WORKS INFORMATION The construction methodology, timber sizes, finishing, fixings, wind loading, footings and final design will be MT GRAVATT EAST
SUPPLIER: Centenary Landscape Supplies Ph (07) 3373 4999 or equal approved. undertaken by an engineer/ builder to the landscape architects approval. QLD 4122
Refer to Civil Engineer's drawings for all information contained within these documents related to and
nominated as Civil Works. Civil Works information contained within these documents are indicative only and not T 07 3420 0006
for construction or certification purposes. INORGANIC MULCHING - AS INDICATED M 0405 389 243
TIMBER GARDEN EDGE E [email protected]
C. STRUCTURAL WORKS INFORMATION GENERALLY: Install inorganic mulch to a minimum of 75mm entirely over planting areas as indicated on the
Refer to Structural Engineer's drawings for all information contained within these documents related to and drawings. Weed mat to be installed in all areas of inorganic mulch. GENERALLY: Install to the locations as indicated on the drawings.
nominated as Structural Works. This includes retaining walls. Structural Works information contained within
these documents are indicative only and not for construction or certification purposes. MATERIAL: Inorganic mulch to be Tenterfield Pearl 20-40mm subject to sample. MATERIAL: Sawn hardwood of Durability Class 1 as defined in Appendix D of AS 1604 or CCA treated
softwood.
ORGANIC MULCH - 1 INCH HOOP BARK INORGANIC MULCH - 'TENTERFIELD PEARL' DECORATIVE BOULDERS
D. ELECTRICAL WORKS INFORMATION SUPPLIER: Centenary Landscape Supplies Ph (07) 3373 4999 or equal approved. SIZE: 3000 x 100 x 15mm nominal edgings, 50mm square pegs, 350mm long.
Refer to Electrical Engineer's drawings for all information contained within these documents related to and INSTALLATION: Set edgings flush with adjoining surfaces to define planting, grass areas, pathway edges, etc.
SANDSTONE STEPPERS Fix to pegs with galvanized nails, two per fixing. Drive pegs into the ground at 1200-1750mm centres on the turf
nominated as Electrical Works. Electrical Works information contained within these documents are indicative
and not for construction or certification purposes. side of the edging and on both sides of joints between boards with peg tops 15mm below top of edging.
OPW19/0266 13 OCT 2020
GENERALLY: Use natural stone, which is uniform quality in each grade, sound and free from defects liable to CURVING: Where the timber edge is to be curved, space the pegs to hold it to a uniform curve.
affect its strength.
E. HYDRAULIC WORKS INFORMATION
Refer to Hydraulic Engineer's drawings for all information contained within these documents related to and BIO-RETENTION BASIN
SIZE: Random steppers to average approx. 400mm but varying in size/ shape for visual interest with gap of
nominated as Hydraulic Works. Hydraulic Works information contained within these documents are indicative
approx. 150 – 200mm between to allow for planting. Refer to Engineering drawings for bio-retention details. Prior to planting, ensure installation of erosion control
only and not for construction or certification purposes.
APPROVED PLAN
NOOSA COUNCIL
matting (ie: Jutmaster Fine by Geofabric Australasia), secured as per manufacturer's recommendations.
SIZE: Regular steppers to be 300 x 1500mm min 20mm thickness or equal approved
LANDSCAPE SPECIFICATION NOTES IRRIGATION
SUPPLIER: Sandstone World Ph 0431 285 425 or equal approved.
LEVELS-GENERAL NOTES
Planting plan has been designed to survive without an automatic irrigation system. Water additives and water
Finish organic mulch surfaces 25 - 40mm below adjacent paving surfaces and / or edging. Finish lawn surfaces
LAYING: Subgrade to be fully compacted before mortar bed is laid. Subgrade shall be compacted 95% of retention elements, along with hardy water-wise plants will ensure an irrigation system is not imperative to the
flush with adjacent paving surfaces and / or edging. Ensure adequate falls in finished surface levels away from
medium dry density. Mortar to comply with AS 3700 and match sandstone colour as new. Stone should vary in long-term maturation and survival of the proposed plants. If approved, install an automatic, fixed position, low
buildings to drainage collection points (eg, field inlets, etc).
size and shape for interest and naturalistic look. pressure sprinkler irrigation system to all landscaped areas shown on the drawings internal to the site only, to
Noosa Shire Council approval. The irrigation shall meet the following performance requirements and as per the
SUBSOIL DRAINAGE - GENERAL NOTES
CONCRETE AND PAVING manufacturers and/or installers specifications:
Ensure adequate subsoil drainage elsewhere by installing suitable agricultural drainage systems where
• Summer target application of 32mm
-
necessary, and especially in areas subjected to site excavation works including retaining walls.
GENERALLY: Install exposed aggregate and coloured concrete footpaths, driveways and roadways in the • Fully automatic and metered
locations and to the extents as shown on the drawings. Refer drawings for the locations and extents of the • Recycled water use (from rainwater tanks)
PLANTS below types. • Commercial quality fittings and fixtures
• Mainlines SANDSTONE REGULAR STEPPERS SANDSTONE RANDOM STEPPERS
• NATSPEC shall apply to trees where Council requires this certification. Type 1 Driveway: Boral exposed aggregate to match ‘Black night’ mix or equal approved based on supplied • Dripline system under mulch
• Plants are to be good quality nursery stock from a NIASA Accredited nursery sample. Level of exposure to be determined following sample. • RPZ backflow prevent device
• They shall be fundamentally free of pest and diseases.
• After installation they shall be thoroughly watered. Type 2 Entry: Portland grey standard concrete trowel finish. Approval based on supplied sample. Not float All design and documentation, materials supplied and work carried out should be in accordance with the current
edges. Trowel finish to be even across whole pour section. relevant Australian Standards and best practice.
TURF
Type 3 Footpath: CCS Full depth coloured concrete sand colour or equal approved based on supplied sample. PLANT ESTABLISHMENT / CONTINUING MAINTENANCE
SUBGRADE PREPARATION:
Turfed areas shall be prepared initially by removing all deleterious material Type 4 Footpath: Portland grey standard concrete trowel finish. Approval based on supplied sample. Not float Allow a 12 WEEK Plant Establishment Period from Practical Completion to the satisfaction of the Landscape
Cultivate subgrade surface by thoroughly ripping to a minimum depth of 150mm before spreading topsoil unless edges. Trowel finish to be even across whole pour section. Architect.
otherwise directed (ie: no cultivation under trees to be retained) • Maintain adequate watering regime
Type 5 Roadway: CCS Full depth coloured concrete ‘Black 44’ or equal approved based on supplied sample. • Remove weed growth from all mass planting beds and turfed areas
SOIL: Depth and construction detail of roadway to engineer’s detail. • Fertilise (as per the notes above)
Spread turf underlay topsoil to a minimum depth of 100mm unless otherwise directed. Proposed topsoil must • Weed control (as per the notes above)
comply with Australian Standards AS4419-2003 and described as 'Soil blend'. Type 6: Open jointed pavers located within the lots to be 400 x 400 x 40mm paver to match Boral Exposed • Prune planting, control pest and disease management (as per the notes above) to maintain healthy growth
aggregate ‘Coral Coast’ or equal approved based on supplied sample . • Replenish mulch material where necessary
TURF: • Replace dead / dying plant material
To be fundamentally free from weeds and disease or other deleterious substances. Supplier: Exposed aggregate mixes to be Boral Ph 1300 305 980 and coloured concrete pigment to be CCS • Reinstate stakes, ties and marker stakes where necessary
• Turf to be Sir Grange (Zeon Zoysia) for all areas within the project designated as 'turf' (Concrete colour systems) Ph 1800 077 744 • Reinstate erosion control matting and other erosion control measures as necessary
Supplier: Refer Lawn Solutions website for local growers https://lawnsolutionsaustralia.com.au/turf-suppliers/ or Joints: Construct joints in the patterning as shown on the drawings. Approximate locations of joints shown. Continue maintenance works beyond Plant Establishment Period as required.
call 1300 883 711. Adjust accordingly to suit engineer’s requirement of frequency and types.
MANAGEMENT PLAN/S:
INSTALLATION: DECORATIVE BOULDERS CONCRETE PAVING TYPE 1 DRIVEWAY CONCRETE PAVING TYPE 3 FOOTPATH
Turf shall be close turfed with staggered cross-joints and laid in straight lines, running perpendicular to the The turfed areas shall be throughly watered on the day of turf installation and then as follows at the equivalent
direction of slope (and / or parallel to contours). GENERALLY: Place and secure decorative boulders in the locations as indicated on the drawings. Boulders to of 5l/m², including natural rainfall, or as required to maintain active healthy growth.
Proposed topdressing soil to comply with Australian Standards AS4419-2003 and as described as be placed in a naturalistic and artistic arrangement.
'Topdressing'. Weeks 1-3: Twice a week
All joints shall be filled with an approved topdress light soil or sand and the turf shall be lightly rolled. MATERIALS: Boulders to range in size and vary between 400 x 400, 600 x 600 and 900 x 900 depending on Weeks 3-12: Once a week or as necessary
Finished levels shall be 3mm below surrounding surface levels to allow for future top dressing. Allowance the locations and availability. Source boulders to match with sandstone and gravel materials.
should be made for shrinkage and settling. If no irrigation, apply the above rates to the mass planting beds. Watering to use rainwater tanks if possible.
Turf shall be adequately watered once installed, refer Management Plan/s. GRAVEL TO FOOTPATH
Ensure protection from trampling. SPECIAL NOTE
GENERALLY: Install feature gravel to a minimum of 75mm in the locations as indicated on the drawings.
FERTILISER: Accord particular diligence to the following prime items:
Fertiliser to be applied to the turf at the rates and period of time from installation as recommended by the MATERIAL: Gravel to be Tenterfield Pearl 20-40mm subject to sample.
supplier. If no starter Fertiliser supplied by the supplier, we recommend: TOPSOIL QUALITY and SUBGRADE PREPARATION as specified.
Dynamic Lifter Turf Starter: SUPPLIER: Centenary Landscape Supplies Ph (07) 3373 4999 or equal approved.
http://www.yates.com.au/products/fertilising/organic-based/dynamic-lifter-turf-starter/ PLANT QUANTITY: Use only consistently well nurtured nursery stock from an approved supplier. Check with
#tbCQXOZuFJZ01z1B.97 LIGHT BOLLARDS Landscape Architect where species substitutions must be made.
Lawn Builder™ Seed & Turf Starter Slow Release Lawn Fertiliser:
https://www.scottsaustralia.com.au/scotts-brands/lawn-builder/lawn-builder-slow-release- GENERALLY: Bollard lights to be installed under the electrical contract. If they are installed prior to landscape MAINTENANCE: Ensure a continuing maintenance program, including weed/disease, fertilising, watering (but
lawn-fertilisers/lawn-builder-seed-turf-starter-slow-release-lawn-fertiliser/ works, ensure they are protected and maintained during works or rectified with like for like if damaged during beware of over-watering) and replacement of ailing plant material.
works.
SOIL WETTING AGENT: GUARANTEE
We recommend the application of a soil wetting agent wetting agent (ie: non biodegradable detergent not Refer engineer’s drawings for specification and locations as required. Failure to adequately address these items, best practice and relevant Australian Standards WILL result in a CONCRETE PAVING TYPE 2 ENTRY CONCRETE PAVING TYPE 5 ROADWAY CONCRETE PAVING TYPE 6
crystals) to stop hydrophobia if not already in the starter fertiliser supplied with the turf, at the rates sub-standard landscape outcome. AND TYPE 4 FOOTPATH
recommended by the manufacturer: FENCING
• Scotts Hydraflow Wetta Soil
• Searle’s Penetraide GENERALLY: Install fencing, screens, gates and associated locks and fixings in the locations as shown on the
• Plant of Health Soils Soaker drawings. The construction, finishing, fixings, wind loading, footings and final design will be undertaken by an
engineer/ builder. The images and landscape drawings show the extent and design intent and the final finish
WEEDS, PESTS DISEASE MANAGEMENT should be coherent with similar elements on site or as discussed with the landscape architect.
Weeds are required to be removed by physical or chemical (Glyphosate or other herbicides) means. If chemical
means, as per the manufacturer recommendations. Refer to the following reference for guideline on weeds, FENCE TYPE A1: 1500mm or 1800mm high fence (in outdoor shower locations) with 50 x 50mm timber
pest and disease management battens (or composite wood as approved) spaced at 50mm or 100mm spacings as indicated on the drawings.
REFERENCE: Colour finish to match house colour that it is located next to. Confirm with Architect on site. F 18/02/20 IN RESPONSE TO NC IR
http://thelawnguide.com.au
E 12/07/19 UPDATED ISSUE FOR TENDER
FENCE TYPE A2: 1500mm fence with 50 x 50mm battens at 50mm spacings fixed atop retaining wall. Colour D 10/07/19 COORDINATION ISSUE
PLANTING BEDS finish to match house colour that it is located next to. Confirm with Architect on site.
SUBGRADE PREPARATION:
ISSUE DATE REASON
FENCE TYPE B Pool Fence: By others, refer Architects Drawings
Cultivate subgrade surface by thoroughly ripping to a minimum depth of 150mm before spreading topsoil.
FENCE TYPE C Proposed Fire Protection Fence: By others, refer Architects Drawings THIS DRAWING HAS BEEN PREPARED WITH ALL CARE FROM BASE INFORMATION AVAILABLE
TOPSOIL: AT THE TIME OF PREPARATION. ALL EXISTING AND RETAINED ELEMENTS ARE SHOWN
INDICATIVELY ONLY. THE LOCATION OF THESE ELEMENTS ARE BASED FROM SURVEY
Spread topsoil to a minimum depth of 300mm unless otherwise directed. Proposed topsoil must comply with FENCE TYPE D1 Boundary: 1800mm high fence with 100 x 100mm posts and 100 x 10mm timber capping and INFORMATION. ALL PLANS AND DETAILS ARE TO BE READ IN CONJUNCTION WITH ALL
Australian Standards AS4419-2003 and described as 'Soil blend'. plinth. 100 x 20mm battens to be angled to obscure views through. RELEVANT CONSULTANT'S DOCUMENTATION PACKAGES, INCLUDING (BUT NOT LIMITED TO)
Provide certification of soil types delivered to site, as per AS4419-2003. ARCHITECTURAL, CIVIL, STRUCTURAL, HYDRAULIC, ELECTRICAL, LIGHTING AND SIGNAGE
DOCUMENTATION. ALL ABOVE AND BELOW GROUND SERVICE LOCATIONS ARE SHOWN
FENCE TYPE D2 Boundary Fence Acoustic: By others, refer Architects Drawings INDICATIVELY. REFER TO THE RELEVANT ENGINEERS DRAWINGS AS REQUIRED. ALL
FERTILIZER: DIMENSIONS ARE TO BE VERIFIED ON SITE.
A slow or controlled release fertiliser organic or inorganic to be incorporated generally into the imported (or FENCE TYPE E Bin Enclosure: 1500 - 1800mm high fence/ gate with 50 x 50mm battens at 50mm spacings. FENCE TYPE A1 FENCE TYPE D1 FENCE AND GATE TYPE E FENCE AND GATE TYPE E
excavated / site topsoil). We recommend the following: Height of fence/ gate to be 1800mm for front access and 1500mm high for bin enclosures.
Inorganic Slow or Controlled Release fertilisers:
• Osmocote ENTRY FEATURE
• Nutricote
• Macrocote GENERALLY: Construct a major and two minor signage/ features in the locations as shown on the drawings.
• E-Scape PRO by eCo-Enviroment See indicative images to show materials, design intent and general proportions.
Organic slow release: All required fixings, footings, and construction methodology to engineer's / builder's confirmation and
• Dynamic Lifter Landscape Architect's approval. Final locations, extent and positioning to Landscape Architect's approval and ESSENCE OF PEREGIAN BEACH
• Organic Link by Plant of Health may require the construction of a plinth to ensure visibility and appropriate finished levels.
215 DAVID LOW WAY, PEREGIAN BEACH
WETTING AGENT: MATERIALS: Stone cladding from Eco Outdoor 'Cracken Back' Ph1300 131413. Project logo, lettering font and
A wetting agent and / or soil ameliorant including a wetting agent is required to all mass planting beds: sizing to be confirmed by project marketing / branding consultant.
• Scotts Hydraflow Wetta Soil
• Searle’s Penetraide Plant of Health Soils Soaker LANDSCAPE WORK NOTES
• Multipro by eCo-Enviroment
PLANTING:
As indicated on plan. JOB No. SHEET No. ISSUE DRAWN BY CHECKED BY
19.021 1 F CP/NB AG/NC
STRUCTURE AND BENCH SEATING SHELTER STRUCTURE
NOT FOR CONSTRUCTION
The text continues on section 21.