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200113.01 - 400 Cooroy Mountain Road, COOROY MOUNTAIN - Architectural Plans
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Plans and drawings
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Log in to see the plans as drawn 158.41 158.92
159.17 158.83
158.35 158.35
158.20 158.27
158.33
158.33 158.5 158.71
159.11 158.49
159.0 159.19
.5 158.36
159
160 161.88
rde161.89
n
161.86 Ga Enviro Bio Tank 159.82 158.19
.5 161.80
160 161.92
161.90 161.92
15
161.67 161.73 161.90 Dumpy 161.90 8.
n 161.52 5
1 61.0 Garde 161.60 161.86 160.12
161.38 Debris
Full ofsw grate 162.13 159.85
15 158.06
162.16 9.
161.17 162.16 162.26 159.84 0
161.77
00
161.72
162. 15
5
161.56 161.68 162.22 163.75 162.40 9.
1.
Edge of Vege
tation 161.81 162.14 162.05 5
16
(REMOVE EXISTING POOL) 162.49
dumpy
G
162.33 Pool 162.47 16 158.15
ar
162.38 Rock 0 160.08
de
Retain
163.40
n
163.76 ing W 162.51
161.91 all 162.73 16
163.28 160.89
Concrete Water Tank Concrete Water Tank 171.19 Pool House 162.22 0.5
161.64 163.70 Roc 162.73
171.19 Top Gutter kR 160.02
162.69 162.70 16
161.36
RPD 162.15 163.21 Top Gutter 163.50
163.38 163.99
163.66 eta
ini 1.
161.90 163.23 Retaining Wall
Rock164.24
Garden ng 162.87 162.30 0 160.05 159.37
162.86 g Wa ll W 161.76
162.87 Retainin 163.02 Tiles all 1
LOT 11 ON SP 148816 163.00 162.84
161.85 Timber StepsRock 163.68
164.26164.25 164.17
163.92
162.56 162.30
162.19 61
.5
159.32
AREA - 195512m! ll162.65 163.78
161.80 ining Wa Steps 172.95 164.33 163.00
Tim ber Reta
162.60
Garden
apex
164.37
164.34
163.86
16
16
164.54 164.21
Balcony 164.54 2.
2.
Garden Tiled Patio 0
ll 170.48
ENCLOSE
5
163.94 163.0 ing Wa
170.46 Balcony 170.48 Tiled Patio 163.87 163.16162.90 162.85
163.38 161.09
163.84 Retain Top Gutter 164.31 163.38 16
163.85 Rock Top Gutter 170.48
163.5
163.94 163.98
164.0 164.13 164.31 170.45
Top Gutter 171.16
Top Gutter
BALCONIES Top Gutter
164.49 To
163.70 2.
5 160.56
164.45
Kerb & Channel Top Gutter 164.42 170.46 p o164.25
Top Gutter fB 16
Garden 164.37 an 3.0
164.29 k 163.05 161.93
164.34 163.02
Bitumen Nail 164.57 164.28 163
.5 162.83
163.07 161.89
164.16 164.34 164.34 164.29
164.44 Timbe
172.59
173.53 Platformr 164. 162.80 162.37
164.01 164.46 apex R164.56
ock R 164.56 0 162.78
164.00
164.02 163.95
164.44 164.31 Two Storey Block Building
apex 164.45
164.47
165.28
165.18 MASTER
etain
ing W 11a6ll6164.43
45.5
162.91
164.42
164.50 Lower Floor Level RL164.63 165.48
BEDROOM
Ste
164.58 Bottom of Bank
164.04 Upper Floor Level RL 167.84 165 165.07
164.44 164.59 164.11 Garage Floor Level 167.82 .5 164.96
EXTENSION
ps
164.29 170.46 172.60 164.26
164.67 164.82 167.84 apex 166.19
166.14 166.28 16
165.10 165.05 165.36
Top o
Gutter
Top 170.47 166.81 6.0 Rock Retai164.84
166.30 163.27
164.92 f Ban ll floor level 166.98
g Wall 166.5 ning Wall 163.78 163.51
a Top Gutter tainin166.92
k
kW
171.96
167.81 173.14 Rock Re 166.91166.87 166.95
166.83 167.0 Ro 166.11 164.34
4.5
165.59 c apex
164.28 Conc
165.91
Ker Ro 167.81
apex 167.51 a167.46
ll
W167.24 166.89 ck R 165.11
Nail 165.77 b in in g
16
Pavement e ta e
164.13 166.51 Rock R 167.45
tain
ing
5
166.29 172.55 170.46 167.53 165.24 164.81
167.43 1 6 Wa
16
Garden 7.5 167.46
apex Top Gutter 167.90 167.77 Clothes Line ll
165.5
165.23 Bitumen 167.19 170.47 167.90 165.31 164.86
167.88 166.84 166.17 Garden
167.02 167.56 Top Gutter 167.88 167.76
167.76 167.88 167.92 167.77
167.78 167.70 167.62 167.60
167.59
167.76 167.80 Conc Kerb 167.39
0
167.42 171.22 167.76 171.23 167.76
167.78
166.
167.55 165.07
164.46 166.30 Top Gutter Top Gutter 170.47 170.46 170.20 Concrete 167.41 167.32
167.42
165.88 165.37
166.5
Top Gutter Top Gutter top gutter Texta Mark
165.17 167.73 167.38
DENOTES PROPOSED EXTENSIONS 165.18 166.51
165.27 166.98166.49 165.66
167.0
Bitumen 166.10
167.45 167.66 167.36
165.58 166.86
167.75 167.30 166.97
167.60 166.82
floor level
SITE PLAN SCALE: 1:200
166.20
167.70 Concrete 172.15
167.5
Floor Level G ar ag e 167.49 167.42 166.64
166.08 167.65 RL 167.75apex Concrete
167.58 167.52 167.56 167.35
167.51 Water Tank IO
165.93
PLANNING SCHEME SUMMARY Kerb
166.70& Ch
167.53
167.48 167.56 167.31 167.21
167.58
EMT B 167.51
11
anne 167.47 167.59 167.41
167.44
l Dumpy 167.04
SP907409 167.04
nk
IPA ZONES SHIRE - RURAL New Roadway Under Construction 170.20 167.41
Ba
166.83 167.24 top gutter 167.40 167.34 167.24
Top of Overflow Pipe
DISASTER MANAGEMENT - BUSHFIRE PRONE VEGETATION SP148816
of
167.49 167.57 167.40
p
167.5
NATURAL HAZARD OVERLAY - 167.49 167.15
To
167.37
167.5
7.5
167.65
EMT A BUSHFIRE - HIGH POTENTIAL BUSHFIRE INTENSITY Concrete Water Tank
16
SP907409 167.68
16 167.43 167.42
MEDIUM POTENTIAL BUSHFIRE INTENSITY 167.54 7.
5
167.40
k
167.69 167.59 Top of Overflow Pipe
n
POTENTIAL IMPACT BUFFER
Ba
Nail k
167.57 an 167.48
167.59 167.36 167.33
of
167.77 167.55 167.53 167.50 B
167.37
167.40 of
p
167.51
To
167.53 167.28 167.24 167.49 167.55
LANDSLIDE HAZARD AREA 167.64 167.58
tto m 167.54
167.53 Bo
167.54
LOCAL AUTHORITY -
NOOSA SHIRE COUNCIL
STORMWATER TO DISCHARGE INTO 45,000 LITRE
RAINWATER TANK(S) AND OVERFLOW TO N.S.C. CONTOUR SURVEY AS SUPPLIED BY SKYLINE SURVEYORS - PH (07) 5493 4877
REQUIREMENTS
SEPTIC SYSTEM TO SPECIALIST CONTRACTORS
DESIGN AND SPECIFICATIONS
172.03
Original Line Peg 455.091
270°0'10"
PP 3
RP907409
ISSUE AMENDMENT DESCRIPTION BY DATE NOTES © COPYRIGHT: CLIENT PROJECT Start Date: 21/10/17 JOB No:
B AMEND DOORS IN LIBRARY FROM STACKER TO TW 15/03/18
C
CAVITY STACKER. RE-ISSUED FOR RELAXATION.
REDESIGN EXTENSIONS & RE-ISSUE PLANS. TW 07/02/20
1.
2.
3.
ALL DIMENSIONS ARE TO BE VERIFIED PRIOR TO COMMENCMENT OF WORK.
GIVEN DIMENSIONS ARE TO HAVE PRIORITY TO SCALED See the original
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