Council archive · source document
Appendix1-ProposalPlans · MCU18/0135
Attached to the e-mail Detached House (Report, Slope Stability, Proposal Plans, Landscaping, Engineering, DA Form) - MCU18/0135.
Original PDF page 11, section 1. The text section number identifies this passage in the reader.
Warning Notes
Slab plan to be read in conjunc on with floor plan. (1) Foo ngs & slab construc on to be in
All dimensions to be verified by contractor prior to commencement. accordance with the engineer's soil
Discrepancies are to be reported to the designer. report & design for this allotment.
All external slab levels are minimum step down sugges ons only and (2) Termite treatment to a.s. 3660-1
need to be verified by client & builder prior to commencement.
A B C D E F G H I
20,025
4,800
1,014 710 90 100 600 600
923 2,039 1,290 3,370 3,880 2,100 4,510 3,600
600
190
CONCRETE LEDGE
190
190
1
500
2,0
PERIMETER FOOTING-REFER
TO ENGINEER'S DETAILS 942
1,880
06
200
5,680
5,080
RAISED DECK
RAISED DECK
4,890
4,890
4,480
1,980
2,8
11,5
10
00
SHR
RAISED DECK
RECESSED SHOWER REPRESENTS
LOCATION TIMBER STAIR
200
LOCATION
1,120
3,230 950 6,460 1,550
190
2
200
DASHED LINE 190 REPRESENTS
REPRESENTS DRIVEWAY 2,760 3,400 4,290 800 POOL SHELL
POOL STEPPERS
2,785
3,000
DASHED LINE REPRESENTS
PROPOSED POOL SHELL UNDER
POOL LOCATION 200
5,20
MAIN HOUSE SLAB - REFER SECTION 12,500
4,158
6
3
84
5,090
1,73
5,180
0
,3
15,610
15,610
18
21
,9
R.L. 20.050
NOML
200
FAL
97
4,01
6
NOML
2
FAL
26
7,
10,
26
7,
RAISED DECK
2
70°
707
20° DASHED LINE REPRESENTS
IN
DOUBLE PACKED TIMBER
6
DRA
FRAME WALL ON LOW SIDE RAISED DECK
5,68
4
AGE
TED
190
5,309
GAR
GRA
1,180
90 450
N TO
10
3,0 830 3,230
PRO
,8
1
(no0m0
22
718
36
TE A
) (n800 11,
CRE
om)
1,560
1,560
CON
4,280
NOML
FAL
SHR
NOML
R. C. SLAB-REFER TO
00
FAL
RECESSED SHOWER
3,450
LOCATION
6,2
4,66
ENGINEER'S DETAILS
930
6 3,590 950 100
1,890
2,155
9
R.L. 20.500
200
2,69
20°
2,536
960
177
9
R.L. 20.050
2,50
1,960
70°
PERIMETER FOOTING-REFER
950
983
600
600
TO ENGINEER'S DETAILS 3,430
5
400
6
REFER ENGINEERING DETAILS
FOR RETAINING DRAINAGE/ HATCH FILL REPRESENTS BLOCK
WATERPROOFING RETAINING WALL BELOW SLAB R.L 19.850
10,415 3,500 2,680 3,430
01 Slab Plan A B C D E F G H I
1:100 20,025
Revision Notes. Project Client Drawing Date Author
reitsma Figured dimensions only are to be taken from this drawing.
All dimensions, bearings, exis ng services, mandatory council
restraints/requirements and proposed levels are to be checked and
verified on site by builder/client prior to commencement of works.
All works must comply with NCC, local authority and all relevant
geographical/wind category requirements. All cut and fill ba ers
are indica ve only and must be established and verified by
builder/client in rela on to proposed slab and/or floor levels
N Murray Residence
Lot 15 Marcus Dunes Court
Planet Homes QLD
Builder
Slab Plan 21/06/2018
Scale
TEAM
Revision
+61 7 5491 6834 13 Ridgewood Road. Any discrepancies must be communicated to the designer prior to These drawings are to be read in conjunc on with other
1:100 A
Caloundra commencement of works. Please note, builder specifica ons and relevant consultants drawings and reports. CASTAWAYS BEACH Stage Project Number Sheet Number
[email protected] QLD, 4551 signed contracts to take precedence over all Reitsma documenta on.
www.reitsma.com.au Australia © Reitsma+Associates Pty Ltd. A.T.F The Reitsma Family Trust ABN 62 631 178 013 - ACN 158 385 767 QBCC Lic. No. 1234490 BDAQ Member
Qld 4567 P: 54 96 0748 WORKING DRAWINGS 4425 11 /23
M: 0438 152 508
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