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Approved Plans - MCU22-0054
Plans and drawings
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Log in to see the plans as drawn Existing House
Creek and associated riparian buffer
Existing house access
Proposed
Cabins
Existing / Proposed
Access to cabins
N
0 200m
Noosa Council Amendment Plan 01 - Site Plan (v1)
Existing/Proposed Access not approved. 15 Sister Creek Rd, Kin Kin
-
Refer To RECOR plan for approved access.
APPROVED PLAN Drawn by JL 01/07/2022
MCU22/0054
NOOSA COUNCIL
2 SEPTEMBER 2022
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Page 2
-
APPROVED PLAN
MCU22/0054
NOOSA COUNCIL
2 SEPTEMBER 2022
Advanced Effluent Systems
and land application areas
STORMWATER - All downpipes
from cabins to be directed to
absorption trenches complying
with AS/NZ 3500.3.2
Parts 6.4 and 6.5 . (See indicative
pipe network location in blue).
m
. 00
10
Noosa Council amendment
Driveway location not approved.
Refer RECOR plans for approved location
Existing Lilly Pilly's to be supplemented
around entrance driveway
Exact location to be determined Driveway to be
so as not to impact on site lines constructed in
accordance with 10
.00
Noosa Council Access to Gradys Lane m
Standard not to be used by Cabins.
Drawing RS-056 To be used for Farm Access only.
N
Plan 02 - Cabin Site Plan (v1)
15 Sister Creek Rd, Kin Kin
Drawn by JL 01/07/2022
Page 3
-
APPROVED PLAN
MCU22/0054
CABIN NORTH. CABIN SOUTH NOOSA COUNCIL
1 1 : 100
2 1 : 100
2 SEPTEMBER 2022
4900 2000 4800
1100
5° CUSTOM ORB ROOF
RAMED EARTH WALLS
1100
2200 200
2100 200
3800
3429
3120
3120
3000
2965
2700
2700
WALL
1800
HEIGHT
200 200 200 200
200 3900 200 200 3500 200
4700 4300
CABIN EAST. BEDROOM CABIN WEST
3 1 : 100
4 1 : 100 800 6000
300 300
CUSTOM ORB 5° ROOF
5° PEGOLA
800
3800
FEATURE
1200
2645
WALL
2400
2200
2100
1800
CARPORT
2600 200 200 2000 100 5200 100
8000 3000 2400
MAYAN FARM CABINS ELEVATIONS
7/12/2021 1:19:20 PM
LOT2 SP241381 Project number #1 A3 SHEET SIZE
342 SISTER TREE CK RD Date 7/12/21 A109
. KIN KIN
Drawn by BLJ qbcc15123796
Checked by MAYAN Scale 1 : 100
Page 4
NOTES
400 4900 2000 7300 POLISHED CONCRETE FLOORS
4300 4200 2500 RAKED CEILINGS VJ SHEETING
RECESSED SLAB TO SUIT DOOR FRAMES
1000 2300 1000 1620 500 900 1000
300mm RAMMED EARTH WALLS
ISLAND BENCH
90 90
150x75 EXPOSED H/W RAFTER TAILS
300 1250 1800 1250 300
100x50 BATTENS
300 1650 900 1650 300 800 800 900 300X300 AND 300x150 H/W HEADS
800
0618 FIX
600 800 300
1000
800
STORMWATER - All downpipes
800
2109 LV SHOWER from cabins to be directed to
absorption trenches complying
300
2106 LV
1000
with AS/NZ 3500.3.2
2109 LV
600
90 1400 1000
Parts 6.4 and 6.5 . (Exact locations
WC
4100
2104 LV
to be determined onsite).
1200
2400
1000
2124 SGD
1800
VANITY WALL
600 800
2106 LV
WM D
300 600 600
LINEN BR
300 600
8000
7400
600 1200
2000
2106 LV
600
8500
1000 1200
ROBE
2700
BARN DOORS
2124 DOUBLE
2100
ROBE
90
2500
BARN DOORS
2124 DOUBLE
300 900 300
1200
3520
2109 LV
900
50
2130 XXO
300 900
DECK 1100 800
2600
200 2000 300
3000
CONCRETE
2130 OXX
VERANDAH
1200
DECK
2400
200
POST TIMBER DECK
POST
300
400 300 650 3000 650 300 300 500 3000 700 300
90 860 4000 4700
-
4300 4800
APPROVED PLAN
MCU22/0054
400 4900 2000 400 200 3500 POST 200 400
NOOSA COUNCIL
2 SEPTEMBER 2022
POST 200 3900 200 DECK 4700
VERANDAH 4800
MAYAN FARM CABINS CABIN FLOOR PLAN
7/12/2021 1:21:04 PM
LOT2 SP241381 Project number #1 A3 SHEET SIZE
342 SISTER TREE CK RD Date 7/12/21 A107
. KIN KIN
Drawn by BLJ qbcc15123796
Checked by MAYAN Scale 1 : 100
Page 5
4200
Level 2 CABIN 600 100 2800 100 600 CABIN ROOF PLAN
2 1 : 100
1 1 : 100
100300
-
CARPORT ROOF
B1
B1
APPROVED PLAN
MCU22/0054
R1
NOOSA COUNCIL
5200
6000
CARPORT
5°
2 SEPTEMBER 2022
300 100
1500
2600
2500
3600
KITCHEN
PAVILLION
5°
BEDROOM
PAVILLION
5°
PARAPAP WALL
VERANDAH
5°
2600
200 2000
2400
200
200
200
PERGOLA 5°
800 50 OVERHANG 200 913 50
200 POST 3900 BEAM 200 200 3500 200
VERANDAH ROOF
50 ROOF
4700 50 400 3900 400 MAYAN FARM CABINS CABIN ROOF PLANS
7/12/2021 1:20:15 PM
200x200 H/W POSTS
200x50 H/W RAFTERS
50 CONCRETE 4800 50 50 4700 50
LOT2 SP241381 Project number #1 A3 SHEET SIZE
200x75 H/W BEAM
175x50 H/W POLE PLATE 342 SISTER TREE CK RD Date 7/12/21 A108
100x50 H/W BATTENS 4900 4800 . KIN KIN
Drawn by BLJ qbcc15123796
CUSTOM ORB ROOF SHEETS Checked by MAYAN Scale 1 : 100
Page 6
-
APPROVED PLAN
MCU22/0054
NOOSA COUNCIL
2 SEPTEMBER 2022
[OCR of page images]
dary
TP
15m_ min
Edge of road
PROHIBITED LOCATIONS AT INTERSECTIONS
FOR RURAL DRIVEWAYS
must be grass only & Vegetation in this area must be L Rural Road
300 max in height grass only & 300 max in height B _| PLAN
regular maintenance required. Safe sight distance
Endwalls to be concrete or min #200 rocks BENCHING DETAIL Safe Sight Distance . refer to SSD table
grouted with cement. SECTION B-B 'g Drivers eye
On roads with a marked centerline, ends to ee Speed Limit] Safe Sight height 1.1m
be sloping if: .
<4.6m from road edge for 60Km/h zone. PIPE SIZE (km/h) Distance (m)
<6m from road edge for 80Km/h zone. 40 73
<9m from road edge for 100Km/h zone. Catchment Area ARI 2 ARI 10 50 97
Refer to TMR Std Dwgs 1304,1305,1306 for
sloping/square endwalls. soon see os 60 123 Line of sight shall have a min
Stone pitch Inlet/Outlet 15H 595 600 70 151 vegetation/bench clearance of 300
min. 200 rocks <1.oHa 80 181 except where the sight line remains Top of car
<2.5Ha 600 2/450 90 214 in the road formation as shown. height 1.25m
<3.0Ha 2/450 2/525 100 248
I <4.0Ha 2/525 2/600 Bosed on Austrade Part 4A a LONGITUDINAL SECTION
<5.0Ha | 2/600 | (2) 2009, Table 32 SSD = EXITING FROM DRIVEWAY
1.0m_min For average daily traffic <= 2000, ARI 2 . .
2 For average daily traffic > 2000, ARI 10 5.0m peae 4200 min. |, __varies__ 415007
+ . .
2.8m_min
SECTION A-A
4.0m_min
Prohibited locations
shown by heavy line.
The greater of 15m from
road edge or T.P.+6.0m
125 Compacted gravel base,
unbound pavement,
Required cut batter for
Lateral offset
to bench | Height of
bench
required
e/
Height of /S L Line of
bench requred
Vegetation in this area
sight
Cut batter to
normal formation
adequate sight distance
Lateral offset
to bench
Required cut
batter for
adequate sight
distance
[
t 500 min
Line of sight
Safe sight distance
refer to SSD table
Edge of obstruction \[email protected]. embankment \©
B~]
Line of sight
Road centerline
| Safe sight distance
refer to SSD table
Driveway
7.0m
5.0m
max
so
Type 2.1.
Property boundary
(1) Alternatives may be approved if
supported with calculations in accordance
with the provisions of the Queensland
Urban Drainage Manual or under the
provisions of Council’s Planning Scheme.
(2) Seek consulting engineer advice.
Road ¢
Edge of sealed
Pipe length varies
min $375
RCP Stone pitch outlet/inlet,
Create low point to
allow larger storm events
to overtop access without
300 min. cover
TYPICAL DRIVEWAY SECTION — ROAD IN CUT
concrete headwalls required min 9200 rocks affecting the main road.
3 5.0m 800 , 1500 min, varies —,_ 1500,
A Invert of table drain Ss 3 max
t to grade into inlet and 8 8 L 2.8m_min
>— . flow from outlet of eZ og .
< x culvert, &3| Fixed 1 in 33 fall fing |
& + Curd . NOTES: = mh 6 mol y
§ each side 1. A site assessment (By a Council representative) £ Max .
N is to occur upon application for a pipe crossing. ma
Pipe crossings are not to be installed on road verges that
Edge of sealed shoulder iol a tne subject property here stormwater cannot .
2 Coat Bitumen Seal e directed to a natural water course or drainage easement or L . . .
when there is no upstream stormwater catchment or V—Drain. Provide cuNert where toble eran. exists
2. All dimensions are in millimetres unless shown otherwise. or water runs along embankment.
DRIVEWAY_PLAN . . . a ;
These drawings have been developed in consultation between the participating Councils. TYPICAL DRIVEWAY SECTION — ROAD IN FILL
BEFORE USE, the user shall confirm that the drawing has been adopted by the appropriate Council.
Sere eed Drawing Numb
C mende rawini umber
ies rawing number “changed from SEQ R=056 to RS—056 7 INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA DRIVEWAYS se eUoojooed RS—056
eview 5. _—
BI 06/09 i STANDARD DRAWINGS
A[-03708-| ORIGINAL ISSUE > RURAL DRIVEWAY NOOSA COUNCIL
Rv.] DATE REVISIONS. Rv.]
2 SEPTEMBER 2022
Page 7
-
APPROVED PLAN
MCU22/0054
NOOSA COUNCIL
2 SEPTEMBER 2022
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PROPOSED
CABIN 3
INTERNAL PROPERTY FENCING
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BOREHOLE LOCATION AND NUMBER
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(D EXISTING SEPTIC TANK
0 3000LT SEPTIC TANKS (LOCATIONS TO BE DETERMINED ON-SITE)
:----J EXPECTED LAND APPLICATION DESIGN AREAS (CABINS I 8. 2, CABINS 3 B 4)
.IIII IIIIII. EXCAVATED SURFACE WATER DIVERSION DRAIN (SUGGESTED MIN. 500MM WIDE, 150MM DEEP)
20 10
- 0 20
SCALE I : 1000
40 60 M
j
· I\synology\Gene ral\JOBS 1022-003-S isterTreeCreek\022-003-Drawings.dwg
CL' ENT.• JODIE WILLI AMS (0488 569 020)
--------------- -=-------:=-31/01/20
--- 22 ��:::,';,�\,:��•,�;,�::•:-:,,',1::,:-:�•:;,�,,,
--i ORREPROOUCEOWITHOUTTHE.tJ"l'ROVA.LOF
LOT 2 SP241381 SISTER TREE CREEK RD,
0;;::,•;:·;;T SIZE: A4
KIN KIN. NOOSA COUNCIL SCALE: 1:1000
:
UNEARTHED GEOTECHNICAL P/L
A.J. TRELOAR QBCC Lie. No. 740251 PO Box 1204, GYMPIE, QLD 4570 0417 132 300 UNEARTHED@TPG. COM. AU PLAN No. 022-003
[OCR of page images]
N
APPROVED PLAN
2 SEPTEMBER 2022
MCU22/0054
JOOSA COUNCIL
EXISTING SEPTIC
PROPOSE! @ tam
CABIN &
PROPOSED
CABIN 5
INTERNAL PROPERTY FENCING
EXISTING SHEDS
CABIN
BHI
6 BOREHOLE LOCATION AND NUMBER
EXISTING SEPTIC TANK
3OOOLT SEPTIC TANKS (LOCATIONS TO BE DETERMINED ON-SITE)
EXPECTED LAND APPLICATION DESIGN AREAS (CABINS | & 2, CABINS 5 & 4)
®
i
PROPOSED
@inrrettett® — ExcavaTeo SURFACE WATER DIVERSION DRAIN (SUGGESTED MIN. 500MM WIDE, IS0MM DEEP)
20 10 0 20 40 60M
rrr
SCALE | : 1000 . .
\\synology\General\JOBS\022-003-SisterT reeCreek\022-003-Drawings.dwg
31/01/2022 | Semerredtennae tee meen
CLIENT: JoDIE WILLIAMS (0488 569 020)
‘OR REPRODUCED WITHOUT THE APPROVAL OF
UNEARTHED GEOTECHNICAL,
Lot 2 SP241381 SISTER TREE CREEK RD,
ORIG. SHEET SIZE: A4&
KIN KIN. NOOSA COUNCIL
SCALE: 1:1000
UNEARTHED GEOTECHNICAL P/L
A.J. TRELOAR QBCC Lic. No.74025!1 PO Box 1204, GyMPIE, QLD 4570 0417 132 300 [email protected]. AU
PLAN No. 022-005
Page 8
N
W E
RELOCATE DRIVEWAY ACCESS AND PROVIDE INDICATIVE LOCATION OF NEW GRAVEL
4m WIDE DRIVEWAY CROSSOVER TYPICALLY ACCESS TRACK TO CONNECT TO EXISTING
AS PER NSC STD DWG RS-056.
S
44
48
48
52
52
44
44
44
44
52
EXISTING DRIVEWAY
ACCESS TO BE
DECOMMISSIONED
56
48
0.
00
0
56
44
56
56
56
60 56
48
48
48
56
48
DRIVEWAY CROSSOVER LAYOUT
PLAN
NOT TO SCALE LEGEND
PROPOSED INDICATIVE BUILDING
FOOTPRINT
EXISTING INDICATIVE BUILDING
FOOTPRINT
PROPOSED RS-056 CROSSOVER
-
GRAVEL ACCESS (INDICATIVE ONLY)
APPROVED PLAN
MCU22/0054
NOOSA COUNCIL
2 SEPTEMBER 2022
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED DRIVEWAY CROSSOVER
JODIE WILLIAMS TITLE: STATUS:
315 SISTER TREE CREEK ROAD PROPOSED DRIVEWAY MATERIAL CHANGE OF USE
© ABN 89 647 469 707
2 26/08/2022 RFI UPDATE BRP BRP BRP
KIN KIN QLD 4571 NATHAN WAGSTAFF CROSSOVER LAYOUT
37 MARY ST RPEQ: 26443
1 30/06/2022 MCU ISSUE JAC BRP NW SCALE:
NOOSAVILLE, QLD 4566 CPEng NER
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 29/08/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C01 20220162 A1 2