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OPW21 0286 Approved Plans
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
Plans and drawings
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Log in to see the plans as drawn LEGEND - INTERNAL
AP - APPLIANCE CUPBOARD
APPROVED PLANS BC - BROOM CUPBOARD
C'BD - CUPBOARD
SUBJECT TO CONDITIONS DP - DOWNPIPE
DW - DISHWASHER PROV.
OPW21/0286 FW - FLOOR WASTE
GAS - GAS CONNECTION
NOOSA COUNCIL HP - HOT PLATE
17 DECEMBER 2021
HWS - HOT WATER SYSTEM
L - LINEN
MH - MANHOLE
MW - MICROWAVE PROV.
OHC - OVERHEAD CUPBOARD
PTY - PANTRY
R - ROBE
REF - REFRIDGERATOR SPACE
RH - RANGEHOOD
SH - SHELF
TR - TOWEL RAIL
TRH - TOILET ROLL HOLDER
UBO - UNDER-BENCH OVEN
WO - WALL OVEN
LEGEND - EXTERNAL
BV - BRICK VENEER
CJ - CONTROL JOINT
FC - FIBRE CEMENT SHEETING
RH - RENDERED HEBEL PANELS
RBB - RENDERED BLUEBOARD
RB - RENDERED BRICKWORK
RBL - RENDERED BLOCKWORK
SA - SCYON AXON
SL - SCYON LINEA
SM - SCYON MATRIX PANELING
SS - SCYON STRIA CLADDING
WB - HARDIES NEWPORT
ISSUE
# DATE DETAILS BY
- 21-09-19 INCOMPLETE DC
- 26-09-18 PRELIM ISSUE DC
- 23-10-18 WD ISSUE DC
E 18-06-19 SITE REV DC
I 10-11-21 BA SET
J 09-12-21 STORMWATER DC
k 14-12-21 S/WATER ALTS AN
po box 6384 p (07) 5442 6413
maroochydore f (07) 5450 6437
qld 4558 QBCC 1083000
This plan remains copyright to
Ausmar Group and may not be
used in part or in whole without
the written consent of the author.
© 2017 Ausmar Group
WRITTEN DIMENSIONS TO
TAKE PRECEDENCE OVER SCALE
LANDSCAPING
PROJECT DESCRIPTION:
Proposed Duplex For:
CLIENT:
MR K ANSCHAU
SITE ADDRESS:
LOT 1 WERIN ST
TOTAL SITE AREA - 986.00m² TEWANTIN
SOFTSCAPED - 287.27m² (62.02%) DESIGNED BY REDDOOR
CUSTOM
DRAWN BY D CARTER
HARDSCAPED AREA - 175.87m² (37.98%) SCALE JOB CODE
TOTAL LANDSCAPED - 463.14m² (47.70%) DATE
09-12-21
D-KA
SHEET 36 OF 36
Document Set ID: 21732244
Version: 1, Version Date: 15/12/2021
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Full text of the other 3 sections
Section 2
- WERI
Roofwater
Outlet IL 9.01
RL 9.55
Sewer M/H
9.
74
9.16 9.30 9.54
9.18
9.
?
70
No Mk 07
Found 9 Meter
9.5
0
9.10
9.
9.
TREES IN AREA NOT SHOWN
9.
9.
9.
11
06
9.
76
44
62 .49
OPEN ENTRY
65
IN SURVEY PROVIDED. DRIVEWAY TO
9.
9.00
9.
ARBOUR
9
9.
9.
9.
56
44
40
40
59
37
02
Power Pole
DRIVEWAY TO COMPLY NARROW TO 9.70
2800MM BETWEEN. SEE
?
9.68 9.69 9.68 90°0'
1
9.0
9.0
9.71
# 307278
9.70
.
9.70 9.37
50
DETAIL BELOW
LINDSAY CONSULTING PTY LTD
WITH RS-049 & RS-050
PL
PL
9.
9.48
8 .7
9.05 9.08 9.67 9.19 9.32 9.34
LINDSAY CONSULTING PTY
6
Ac 0 9.40 9.29
9.
17
No Mk
Found
0
Gully
41.219
8.
08
8.9 cess W LTD
PL
9.2
8.
00
Tap
Water
81
94
0
9.
5
00
9 .0
3
4
24
9.0
9.
8 .7
00
8.62
40
PL
17
8.
RPEQ 4928
8.85 GATEHOUSE ACCESS PATH
PL
79
9 .0
PL
PROPOSED
9 .0
8.80
Post
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
Picket & Wire Fence
00
00
00
9.
PL
PL
SJ
0
18
8 .8
9 .0
9 .0
8.85
8.
8.8
POOL
ROOF WATER COLLECTION THIS DRAWING REMAINS THE PROPERTY OF
320
85
8.
0
8.
PL
PL
PL
1
8.75
8.
POINT - UNIT 2
5
77
LINDSAY CONSULTING PTY LTD AND IS FOR
96
SJ
8.6
96
SJ ROOF WATER COLLECTION
9.
8.81
9.0
00
THE SOLE USE OF THE CLIENT. NO PART
8.
9.
18
PL
7
POINT - UNIT 1
00
68
26
SJ
9 .0
LEVELS
0
SHOWN BY INVERT MAY BE USED IN PART OR WHOLE WITHOUT
8 .7
150MM UPVC GRADE
8.77
Fence
Start
00
8.80
PL
0
SJ 450X450X450 S/WATER
8 .6
9.51
KJ SJ SJ
PL
9 .0
PRIOR EXPRESS WRITTEN CONSENT OF
8.
8.
8.
2
88
PL
84
00
00
00
Steps
81
PL
8.
PIT WITH M/DUTY GRATE
LINDSAY CONSULTING PTY LTD
8.
14
8.
83
8 .8
9 .0
9 .0
8.50
87
60
40
40
T.O.G - 8.950
8.7
8.5
9.50
8.62
8.
PL
PL
PL
8.
9.0
9 .0
CLIENT AND PROJECT DESCRIPTION
Porch
38
5
77
8.
3
450X450X450 S/WATER D.S.I.L- 8.500
8.
91
PL
PL
S/Water M/H
PROPOSED
8.
00
84
KEVIN ANSCHAU
73
32
00
PIT WITH M/DUTY GRATE
8.
RL 8.36
8.4
80
8.50
27.359
8.50 8.7
POOL
8.
180°0'
T.O.G - 8.950
15
0
57
IL 7.66
Laundry
OPERATIONAL WORKS
PL
8.25
8.
D.S.I.L- 8.320
8.
Floor Level
RL 9.67
8.
8
8.
0
8.
19.735
61
8.2
56
5
.38
41
33
33
5
Timber & GI
Section 3
8.3
00°0'
SJ
LOT 1, (1) - WERIN ST
8.50
8.
5 F.F LEVEL - 9.070
30
Existing
PL
Highset
House
8.
8.4
8.
8.
TEWANTIN
8.2
32
9
12
02
Well Away
Fibro & GI
UP 8.00 5
PROPOSED 8.00
Existing
4
8.
House
28
0
8.36
0
8.0
8.2
LETTERBOX 9.40 7.95 UNIT 2
8.
8.0 8.13
3
7.90
23
PL
8
UP
9
0
7.
Steps 7.75
77
7.50 7.75
7.70
PROPOSED
70
50
7.
7.50
7.35
9.38 7.83
EXISTING 450MM STORMWATER SJ
65
DRAWING TITLE
6.8
8.1
7.25
7.
7.25
PL
10
PL
00
DN
40
7.
UNIT 1
OPERATIONAL WORKS
78
7.5
DN 7.00 7.00
7.7 00
6.
PL
7.
6.75
91
7.4
5 6.75
7.
PAD LEVEL - 6.600
52
Deck
19
F.F LEVEL - 6.900 DN 6.50
PL
6.
31
6.
7.
89
6.25
7.6
SJ
61
13
6.
50
100MM M/DUTY GRATED TRENCH
29
4
100MM KERB
6.00
11
7.4
7.50
5.
KJ ROOF WATER COLLECTION 5.75
96
PL
5.
0
0
.35
.87
POINT - UNIT 1
SCALES
57
5.50
5.18
CONNECT TO EXISTING
7
6
PL
7.25 PL
7.
5.25
COUNCIL PIT. 150MM UPVC GRADE SHOW
12
6.
6.
4.
N BY INVERT LEVELS
14
63
5.
5.00
85
5.
4.75
17
09
7.00 450X450X450 S/WATER
4.50
3
0 5
450X450X450 S/WATER
4.92
6.
7.0
? No
7 4.56 4.75
27
PIT WITH M/DUTY GRATE
12
PIT WITH M/DUTY GRATE
4.
6 4.50
32
.8 6.75 T.O.G - 6.870
Found
T.O.G - 67.250
6.
4.25
6.
34
4.
D.S.I.L- 6.570
62
3.
6.50 4.9
(Not Accessable)
07
Thick Vegetation
79
4.00
Mk
8
Orig. 1:200
6.25 3.75
2.
6.00 41.923 3.50
82
5 4. 3.25
5.50.75
2.
96
94
5.3 280°29 3.00
5.0 '
5 5.0 2
18
2.75
5.2 0
SURVEY DATUM
5 2.50
2.25
.
1.
2.00
73
1.75
1.
75
1.50
.56
GENERAL NOTES (SOME MAY NOT APPLY)
1.
51
48
PROPOSED PAVEMENT LEVEL
ASSOCIATED CONSULTANTS
PL
1.
APPROVED PLANS
50
KEY JOINT (KJ)
SAW JOINT (SJ) 1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS
DRAWINGS AND SPECIFICATIONS. 2. BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES OPERATIONAL WORKS OPW21/0286
IN THE CONTRACT DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER. NOOSA COUNCIL
3. DO NOT SCALE FROM DRAWINGS IF IN DOUBT, ASK!!
DANLEY KEY JOINT WITH 20 X 40 JOINT SEALANT 17 DECEMBER 2021
4. CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS AND LEVELS R12 DOWELS AT 300CRS
5. ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS2890, THE (INCLUDING
THE QUEENSLAND SUPPLEMENT), THE QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND
6. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR TO TYPICAL KEY JOINT
7. ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO BE uPVC Not to scale
8. SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS AND CUT EVERY SECOND WIRE DIRECTLY
UNDER JOINT AND DEPRESS FABRIC LOCALLY
9. ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL'S DECISION SJ
TREES - LOCATION AND SIZE
10.CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH COUNCIL'S STANDARD
TO BE CONFIRMED ONSITE
DRAWING AND SHALL BE CONSTRUCTED STRICTLY IN ACCORDANCE WITH COUNCIL STANDARD SAW CUT - (SC)
Not to Scale 2800
11. ALL TEMPORARY AND PERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY WITH
SAW CUTS (USING A SOFT CUT SAW)
THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.). EXISTING LINE 1300 1300
SHALL BE INSTALLED WITHING 8HRS REVISION LIST
MARKING SHALL BE REMOVED BY GRINDING NOT"BLACKING OUT". COUNCIL DOES NOT OF CONCRETE PLACEMENT. WHERE AMBIENT SJ A ORIGINAL ISSUE 21/04/21
TEMP IS GREATER THAN 32 DEGREES B REVISED 29/11/21
APPROVE OF BLACKING OUT OF EXISTING LINE MARKING. KERB MARKERS SHALL BE PROVIDED
THIS TIME SHALL BE REDUCED TO 4 HOURS C REVISED 14/12/21
FOR ALL WATER, TELSTRA AND ANY OTHER SERVICE CONDUIT ROAD CROSSINGS AS
1 IN 14
3000
1400
APPLICABLE. SL72 FABRIC (CENTRAL)
Protect your
PERSONAL
INTERESTS.
HEAD
EYES
EARS
BODY
It is the responsibility of the PAVEMENT Section 4
DESIGN
NOTE Foreman to contact the Not to Scale
HANDS
THE ENGINEER MUST BE NOTIFIED OF
All proposed operational works shall be constructed DRIVEWAY NARROWING DETAIL
125
relevant service authorities to
CHANGES PLANS. IF NOT, AS CONSTRUCTED ascertain the exact location of
in accordance with Council's Operational Works approval
DRAWINGS WILL NOT BE ISSUED Computer File
FEET services prior to construction. letter and Council's Decision Notice - Development Permit.
210375OW(A).DWG
DRAWING NUMBER SHEET REV.
21-0375-F1 1 C
Document Set ID: 21732261
Version: 1, Version Date: 15/12/2021