Original source · versioned page text
Proposal Plans 1.07 Jodie
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
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
Plan 01 - Site Plan (v1)
15 Sister Creek Rd, Kin Kin
Drawn by JL 01/07/2022
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.
Full text of the other 6 pages
Page 2
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
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
CABIN NORTH. CABIN SOUTH
1 1 : 100
2 1 : 100
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
400 4900 2000 400 200 3500 POST 200 400
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
R1
5200
6000
CARPORT
5°
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
dary
TP
15m_ min
Edge of road
PROHIBITED LOCATIONS AT INTERSECTIONS
FOR RURAL DRIVEWAYS
SECTION A-A
4.0m_min
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 renee a marked centerline, ends to a Speed Limit] Safe Sight height 1.1m
<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. <0.SHa 575 490 60 123 Line of sight shall have a min
. <1.0Ha 450 525 .
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
seen 2/450 pee 90 214 in the road formation as shown. height 1.25m
<3.0Ha
f <4.0Ha 2/525 | 2/600 _ —_ = LONGITUDINAL SECTION
u _
<5.0Ho | 2/600 |) 2009, Table 3.2 SSD = EXITING FROM DRIVEWAY
1.0m_min For average daily traffic <= 2000, ARI 2 . .
2 For average daily traffic > 2000, ARI 10 3 5.0m peae 4200 min _,—_varies____1500
+ a . .
(1) Alternatives may be approved if haa 8 2.8m_min
supported with calculations in accordance |9 =
125 Compacted gravel base, with the provisions of the Queensland | °
unbound pavement, Type 2.1. Urban Drainage Manual or under the eS
provisions of Council’s Planning Scheme. mH
Property boundary (2) Seek consulting engineer advice. Create low point 13
Prohibited locations
shown by heavy line.
The greater of 15m from
road edge or T.P.+6.0m
Required cut batter for
adequate sight distance
Required cut
batter for
Lateral offset |
to bench
Lateral offset
to bench | Height of
bench
required
e/
Height of _/ L Line of sight
bench requred
Vegetation in this area
must be grass only &
300 max in height
Cut batter to
normal formation
adequate sight
distance
Edge of obstruction \[email protected]. embankment \©
Line of sight
Safe sight distance |
refer to SSD table
Safe sight distance
refer to SSD table
Driveway
B~]
Vegetation in this area must be
grass only & 300 max in height
regular maintenance required.
L500 min &1§ &
nhs &
| Line of sight LlbuiFI ~~ ~ Centre of lane — _
Road centerline | “CO
L Rural Road
p—! PLAN
Safe sight distance
Pipe length varies
concrete headwalls required
min $375
RCP Stone pitch outlet/inlet,
min 200 rocks
allow larger storm events
to overtop access without
affecting the main road.
300 min. cover
TYPICAL DRIVEWAY SECTION — ROAD IN CUT
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 .
< < culvert. 23 Fixed 1 in 33 fall mg 1;
i 1 Guide post NOTES: aS max L in
& 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 . , . ae ,
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.
06/14 | Review
E | 03714 | Amended Drawing Number DRIVEWAYS
14 S rawing number changed from SEQ R—-056 to RS—056 INSTITUTE OF PUBLIC WORKS ENGINEERING AUSTRALASIA RS—056
eview _—
BI 06/09 i STANDARD DRAWINGS
A03708-[ ORIGINAL ISSUE > RURAL DRIVEWAY
Rv. DATE REVISIONS. Rv.]
Page 7
i,,
c �
��
"'"
\
BH5 12H
v�ll
v11-a
,,""
-r-::-··-··-�-....;
.....�¾-l-f=---�
•'- I
............
I -----...._
PROPOSE
CABIN 4
�CD
PROPOSED
CABIN 3
INTERNAL PROPERTY FENCING
D EXISTING SHEDS 0
\
�.A
it
.;, "V
. <,o
Q��
PROPOSED '&
�.s' CABIN I '\
�,i) � %
,i)��
(',i)�
�,t
--?o
�()
____th_E3HI
BOREHOLE LOCATION AND NUMBER
�
(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]
EXISTING SEPTIC
PROPOSE! @ tam
CaBin &
PROPOSED
CABIN 5
INTERNAL PROPERTY FENCING
EXISTING SHEDS
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)
<@rrrse1t1tt® — ExcavateD SURFACE WATER DIVERSION DRAIN (SUGGESTED MIN. SOOMM WIDE, ISOMM DEEP)
20 10 0 20 40 60M
rrr
SCALE | : 1000
PROPOSED a
CaBIN |
\\synology\General\JOBS\022-003-SisterT reeCreek\022-003-Drawings.dwg
COPYRIGHT: THESE PLANS ARE THE PROPERTY OF
CLIENT: JoDIE WILLIAMS (0488 569 020) 31/01/2022
Lot 2 SP241381 SISTER TREE CREEK RD,
KIN KIN. NOOSA COUNCIL
UNEARTHED GEOTECHNICAL AMO SHALL NOT BE COPIED
‘OR REPRODUCED WITHOUT THE APPROVAL OF
UNEARTHED GEOTECHNICAL,
ORIG. SHEET SIZE: A4&
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