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OPW21 0286 Approved Plans
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Plans and drawings
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Log in to see the plans as drawn8.3
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 See the original
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