Original source · versioned page text
Minor Change Application
Attached to the e-mail RE_ MCU23_0085 - Mitton - Request for Minor Change to a Development Approval - 7 Ashdown Court_ Tinbeerwah QLD 4563.
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
THIS DRAWING IS SUBJECT TO COPYRIGHT LAWS AND
PRELIMINARY ENGINEER TOWN PLANNER SLOPE SUITABILITY MAY NOT BE COPIED WITHOUT THE WRITTEN PERMISSION
STRUCTURES ENGINEERING DANYA COOK TECTONIC & ENVIROMENTAL ENGINEERS OF ANNA PAROZ DESIGN AND DRAFTING ©
OFFICE - Ph. 07 5319 0950 Ph:0422 051 263 MICHAEL COCK
GENERAL SITING NOTES SCOTT BRIMELOW Ph:0422 051 263
JOB NO. #14682 SOIL TESTING Project No. 22450-001-Rev0 SETBACK DISTANCES ARE FROM THE OUTSIDE
WAGNER ENGINEERING OF THE FASCIA TO THE BOUNDARY. EAVE
• ALL PROPOSED FINISH FLOOR LEVELS AND CUT/FILL
CERTIFIER - Ph:0754 966715 EFFLUENT DISPOSAL CONSULTANT WIDTH TO OUTSIDDE OF THE FASCIA IS
REQUIREMENTS SUBJECT TO CONFIRMATION UPON COMPLETION
PURE BUILDING APPROVALS MENINGA HYDRAULIC CONSULTANTS 650mm MAX
OF PLANS.
• ALL PROPOSED FINISH FLOOR LEVELS ARE SUBJECT TO [email protected] BUSHFIRE HAZARD ASSESSMENT Ph: 0422 192 729
CONFIRMATION WITH STEPDOWNS NOMINATED PRIOR TO Ph:07 5451 0579 & ECOLOGICAL ASSESSMENT JOB.23MHC175
EXCAVATION BY BUILDER, EXCAVATOR AND/OR CONTRACTOR. EQUILIBRIUM ECOLOGY
• ALL FLOOR AREA CALCULATIONS ARE TO BE CONFIRMED UPON SURVEYOR 52A Park Rd Nambour QLD 4560
THE COMPLETION OF FINAL PLANS. MAX WATTERSON & ASSOCIATES Ph: 0428 221 983
• ALL ALLOWANCES FOR STEPS/STAIRS THAT MAY BE REQUIRED Ph: 0754 426121
ARE SUBJECT TO FINAL PLANS.
• ALL ELECTRICAL AND GAS METER POSITIONS ARE TO BE
CONFIRMED BY CONTRACTORS ON SITE TO CLOSEST POINT OF
CONNECTION
V.O.S = VARIFY ON SITE
• GAS INSTANTANEOUS HWS AS PER BASIX CERTIFICATE 99
.2
0
9
.1
O.M.P. = OUTER MOST PROJECTION 2 0 2 4
Scale 1:200 - Lengths
are in Metres
3 2 98
.2 6
99 8.7
.8
9 99
99
.0
8
GUTTERS & DOWNPIPES ACC. TO NCC 3.5.2
6 8
100
99
10 9
G:\_UserData (CURRENT)\Documents\1. Desktop from Old Computer (CURRENT)\Desktop (Current)\ANNA'S Comp SD (Current)\2025 Current Design Jobs\Mitton Cameron, Karen Tinbeerwah 2025\Mitton 2 Shed House.rte
12 14 16 18 20 22 6 7
1 99.2 .6
.3 98
98
STORMWATER GRATE 99 8 3 9
- BRISBANE LOCALITY OF 251(mm/hr) 20 yr .0 .4 .5
98 98
100
SW STORMWATER MANHOLE
8 Gum 99
F.F.L. = FINISHED FLOOR LEVELS ARE APPROX. ONLY
97
.0 SWP
S SEWER MANHOLE 99 3
x .9 LL:98.60
47 " 98 Peg IL:98.13
PER GUTTER ROOF CATCHMENT AREA MAX. 50M2, WITH GUTTER
ELECTRICITY JUNCTION
99 4°23'10
EJ
96
BOX Gum 5
TELSTRA PIT RP186535 .3 9
1 8 98 .1
TO BE VARIFIED BY BUILDER WM WATER METER
x
8
6
194
.39 98
.6 98
Emt A
.4 3
95
H HYDRANT 97 3 .5
DESIGN B LARGE RECT. GUTTER (7900mm) OR E 150mm D 97 98
94
300
.7
98
STOP VALVE
20
93
x
4
00 6
S/B
POWER POLE .6 4 .0 BM: Nail in Bitumen
96 6.6 0 98
96
92
LIGHT POLE .3 RL: 97.87
GUTTER (9000mm)
9
97
10
BENCH MARK 8
0
.4 1 9
91 0
65 96 .0
3.0m
95
.1 .2 98 .3
98 6
00
RP186
9595 e .4
97
0
ck Lin
Setback
8
8738
.3 Setba
94
94
9
3.0m
-1
93
535
80
0
Line
2
.4
-29
0
92
92
-3
00
.1 7
.0
1 97 97 978
0084
.0
-40 00
91
00
94
SITE CALCULATIONS
9
.5
00 0 98 .8
0 4
90 96
-5
00 38 .6
3
2 ND SHED POSITION
67
.0
6 1 97
89 0 92
.1
890
9
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