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Approved Plans OPW20-0247
Plans and drawings
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Log in to see the plans as drawnSTORMWATER DRAINAGE NOTES
.
20 X 40 JOINT SEALANT
OM
1.ANY CHANGES SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO CARRYING OUT DANLEY KEY JOINT WITH
6N
OF THE WORKS R12 DOWELS AT 300CRS
6 .5
-1
M.
2.ALL LEVELS TO AHD.
L
NO
ES
3.ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE. DRIVEWAY TO BE CONSTRUCTED PER VERGE TO BE SHAPED TO
30
RS-049. LEVELS SHOWN IN LONGSECTION DIRECT GROUND WATER THROUGH
TYPICAL KEY JOINT
6 .5
4.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON-SITE BEFORE WORK COMMENCES. LOW POINT IN DRIVEWAY (SEE DETAIL)
-1
Not to scale
.
OM
L
LINDSAY CONSULTING PTY LTD
5. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE DRAWING.
ES
N
CUT EVERY SECOND WIRE DIRECTLY LINDSAY CONSULTING PTY
60
LTD
.4
6. FOR BUILDING SET-OUT REFER ARCHITECTURAL DRAWINGS UNDER JOINT AND DEPRESS FABRIC LOCALLY
16
L-
7. THE LOCATION AND DEPTH OF ALL SERVICES SHALL BE VERIFIED ON SITE WITH THE RPEQ 4928
ES
REVLEVANT AUTHORITY PRIOR TO THE COMMENCEMENT OF WORKS OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
THIS DRAWING REMAINS THE PROPERTY OF
8. DURING CONSTRUCTION BARRIERS, LIGHTS & SIGNS SHALL BE MAINTAINED TO ENSURE SAFE
SAW CUT - (SC) LINDSAY CONSULTING PTY LTD AND IS FOR
PASSAGE OF TRAFFIC AND PEDESTRIANS IN ACCORDANCE WITH THE REQUIREMENTS OF THE Not to Scale
VERGE SWALE THE SOLE USE OF THE CLIENT. NO PART
SAW CUTS (USING A SOFT CUT SAW)
LOCAL AUTHORITY. MAY BE USED IN PART OR WHOLE WITHOUT
SHALL BE INSTALLED WITHING 8HRS
9.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH CURRENT LOCAL AUTHORITIES 0 PRIOR EXPRESS WRITTEN CONSENT OF
500
OF CONCRETE PLACEMENT. WHERE AMBIENT
SPECIFICATIONS AND STANDARDS.
LINDSAY CONSULTING PTY LTD
TEMP IS GREATER THAN 32 DEGREES
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL RELEVANT AUTHORITIES THIS TIME SHALL BE REDUCED TO 4 HOURS CLIENT AND PROJECT DESCRIPTION
AND PAYING ALL FEES NECESSARY BEFORE COMMENCING WORK, FOR LOCATING ALL EXISTING
SERVICES AND FOR REPAIR OF ANY SERVICES DAMAGED AS A RESULT OF THE FOOTPATHS RETAINING WALLS BY OTHERS
SL72 FABRIC (CENTRAL)
NOEL MCMENAMIN
AND PRIVATE PROPERTY SHALL BE REINSTATED TO THEIR ORIGINAL CONDITION. DRIVEWAY DESIGN
11.ANY OBSOLETE/REDUNANT DRIVEWAY CROSSINGS AND DRAINAGE OUTLETS FROM THE 14 GROSVENOR TCE
KERB AND CHANNEL INCLUDING ASSOCIATED PIPES ACROSS THE FOOTPATH SHALL BE PAVEMENT DESIGN
Not to Scale
NOOSA HEADS
0
REMOVED AND THE KERB AND CHANNEL AND FOOTPATH REINSTATED TO THE LOCAL
125
.05
15
AUTHORITIES CURRENT SPECIFICATIONS AND OR STANDARDS
L-
FF
12.THE CONTRACTOR'S ATTENTION IS DRAWN TO THE REQUIREMENTS OF THE WORKPLACE
50
5.0
HEALTH AND SAFETY ACT 1995. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THIS
DRAWING TITLE
L-1
200MM WIDE GRATED TRENCH
DRIVEWAY DESIGN
ACT AND IN PARTICULAR THE CONTRACTOR TO ENSURE THE REQUIREMENTS OF THIS
FF
WITH MEDIUM DUTY GRATE
SPECIFICATION WITH REGARD TO 'NOTIFICATION IN RELATION TO A NOTIFIABLE PROJECT ARE
NGL
FULFILLED.
13.BENCHING OF PIT STRUCTURES SHALL HAVE A SMOOTH FINISHED SURFACE, AND PIPES
500 F.F.L - 15.050
50
SHALL NOT PROJECT INSIDE THE SHAFT OF THE PIT.
100
14.STORMWATER DRAINAGE PIPES SHALL BE UPVC PIPE (MINIMUM SEWER CLASS SN8) TO AS SCALES
14. 1260 OR APPROVED EQUIVALENT. MINIMUM COVER TO ROOFWATER PIPES SHALL BE 50mm
VERGE SWALE SECTION
EXCEPT WHERE REDUCED COVER IS REQUIRED TO DISCHARGE TO THE KERB AND CHANNEL.
15.MINIMUM PIPE GRADES FOR STORMWATER AS 3500 PART 3: PIPES SHALL COMPLY WITH 0 5
- 1.0% (MIN) GRADE FOR PIPES < 150 DIA.
- 0.5% (MIN) GRADE FOR PIPES > 150 BUT < 375 DIA.
16.CONCRETE DRIVEWAY AND PARKING AREAS SHALL BE CONSTRUCTED WITH 32 MPa Orig. 1:200
17.REFER HYDRAULIC DRAWINGS FOR SANITARY DRAINAGE LAYOUTS.
18.COMPACTION OF MATERIAL UNDER CONCRETE DRIVEWWAYS AND PARKING AREAS SHALL BE
(i) 75% MINIMUM DENSITY FOR COHESIONLESS MATERIAL (AS 1289 E5.1) AND
(ii) 90% RELATIVE DRY DENSITY (STD COMP.) FOR MATERIAL OTHER THAN (i)
SURVEY DATUM
GENERAL NOTES (SOME MAY NOT APPLY) .
Kerb/road edge
1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS
DRAWINGS AND SPECIFICATIONS. 2. BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES
ASSOCIATED CONSULTANTS
Boundary
IN THE CONTRACT DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER.
B99
3. DO NOT SCALE FROM DRAWINGS IF IN DOUBT, ASK!!
STANDARDS 2004 (A
4. CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS AND LEVELS U_NZ)
30 0
6.5 00
2)
59
)
8)
.03
4)
. 1 00.
.06
0.0
5. ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS2890, THE (INCLUDING
.12
(0
B99
(0
OM -
-
(0
-
(N SL
(c) 2020 Transoft
Solutions, Inc.
-
PL
All rights reserved.
0)
PL
-
PL
.61
E
PL
(0
THE QUEENSLAND SUPPLEMENT), THE QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND
STANDARDS 2004 (AU_NZ)
-
3)
PL
17
0)
- 35)
(1.
48
6. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR TO
FF (1.4
-
(1.
PL
-
L
PL
7. ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO BE uPVC
(c) 2020 Transoft Solutions, Inc. All rights reserved.
2000 2000 2000 2000 2000 2000 2000 392
8. SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS AND
9. ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH
Ground Clearance (units: mm)
COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL'S DECISION
Part # Front Wheelbase Rear
10.CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH COUNCIL'S STANDARD
#1 120 120 120
DRAWING AND SHALL BE CONSTRUCTED STRICTLY IN ACCORDANCE WITH COUNCIL STANDARD
11. ALL TEMPORARY AND PERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY WITH
THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(M.U.T.C.D.). EXISTING LINE
MARKING SHALL BE REMOVED BY GRINDING NOT"BLACKING OUT". COUNCIL DOES NOT
APPROVE OF BLACKING OUT OF EXISTING LINE MARKING. KERB MARKERS SHALL BE PROVIDED
FOR ALL WATER, TELSTRA AND ANY OTHER SERVICE CONDUIT ROAD CROSSINGS AS REVISION LIST
A ORIGINAL ISSUE 09/09/20
APPLICABLE.
VEGETATION PROTECTION NOTES
B REVISED 11/11/20
C REVISED 25/01/21
1. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIORTO
.56
CONSTRUCTION, OR REPLACED IF DESTROYED.
51
DRIVEWAY DESIGN
PROPOSED PAVEMENT LEVEL
PL
2. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL BE
KEY JOINT
CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM -
SAW JOINT It is the responsibility of the
GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES PRIOR TO CONSTRUCTION AND
REMAIN UNTIL COMPLETION.
Protect
PERSONAL
your
NOTE
THE ENGINEER MUST BE NOTIFIED OF
CHANGES PLANS. IF NOT, AS CONSTRUCTED
Foreman to contact the
relevant service authorities to
ascertain the exact location of
NOOSA COUNCIL
APPROVED PLAN
INTERESTS.
DRAWINGS WILL NOT BE ISSUED
HEAD
services prior to construction.
3. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS ARE EYES
EARS
Computer File
SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE FUNGICIDE. CONTACT
OPW20/0247 25 FEB 2021
BODY
201000OW.DWG
All proposed operational works shall be constructed
HANDS
in accordance with Council's Operational Works approval
RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE. letter and Council's Decision Notice - Development Permit. DRAWING NUMBER SHEET REV.
4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST.
FEET
20-1000-F1 1 C
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Page 2
LINDSAY CONSULTING PTY LTD
LINDSAY CONSULTING PTY
LTD
RPEQ 4928
OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
THIS DRAWING REMAINS THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
CATCHMENT - 945M2 PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
PROFILE REQUIRED FOR Q10 VOLUMES (AREA - .125M2)
NOEL MCMENAMIN
DRIVEWAY DESIGN
PROFILE REQUIRED FOR Q100 VOLUMES (AREA - .165M2) 14 GROSVENOR TCE
NOOSA HEADS
4481
DRAWING TITLE
SWALE DETAIL
DESIGN PROFILE (.2007 M2)
DRIVEWAY "SWALE" (N.T.S)
SUBJECT SITE SCALES
0 5
Orig. 1:200
SURVEY DATUM
.
ASSOCIATED CONSULTANTS
REVISION LIST
A ORIGINAL ISSUE 09/09/20
B REVISED 11/11/20
-
NOOSA COUNCIL
APPROVED PLAN Computer File
OPW20/0247 25 FEB 2021 DRAWING NUMBER
201000OW.DWG
SHEET REV.
20-1000-F1 1 B