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Development application - 14 Grosvenor Tce, Noosa Heads
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STORMWATER DRAINAGE NOTES
1.ANY CHANGES SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO CARRYING OUT DANLEY KEY JOINT WITH 20 X 40 JOINT SEALANT
OF THE WORKS R12 DOWELS AT 300CRS
2.ALL LEVELS TO AHD.
3.ALL DIMENSIONS ARE IN MILLIMETRES UNLESS NOTED OTHERWISE. DRIVEWAY TO BE CONSTRUCTED PER ^ VERGE TO BE SHAPED TO
A.ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON-SITE BEFORE WORK COMMENCES.
RS-049. LEVELS SHOWN IN LONGSECTION .Jv DIRECT GROUND WATER THROUGH
LOW POINT IN DRIVEWAY (SEE DETAIL)
f TYPICAL KEY JOINT
Not to scale
5. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE DRAWING.
CUT EVERY SECOND WIRE DIRECTLY LINDSA Y CONSUL TING pry
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6. FOR BUILDING SET-OUT REFER ARCHITECTURAL DRAWINGS UNDER JOINT AND DEPRESS FABRIC LOCALLY
C Structurs! £ Q4vJI Engineers}
7. THE LOCATION AND DEPTH OF ALL SERVICES SHALL BE VERIFIED ON SITE WITH THE & RPEQ 4928
REVLEVANT AUTHORITY PRIOR TO THE COMMENCEMENT OF WORKS OFF. 2C/82 PARKER^STREET. MAROO^YDORE PH 54 792 118
8. DURING CONSTRUCTION BARRIERS, LIGHTS & SIGNS SHALL BE MAINTAINED TO ENSURE SAFE i THIS DRAWING REMAINS/fhE PROPERTY OF
SAW CUT - ISC) LINDSAY CONSULTING PTY LTD AND IS FOR
PASSAGE OF TRAFFIC AND PEDESTRIANS IN ACCORDANCE WITH THE REQUIREMENTS OF THE Not to Seal*
SAW CUTS (USING A SOFT CUT SAW) THE SOLE USE OF THE CLIENT. NO PART
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
SPECIFICATIONS AND STANDARDS.
s# OF CONCRETE PLACEMENT. WHERE AMBIENT
TEMP IS GREATER THAN 32 DEGREES
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
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 -SL72 FABRIC (CENTRAL)
SERVICES AND FOR REPAIR OF ANY SERVICES DAMAGED AS A RESULT OF THE FOOTPATHS RETAINING WALLS BY OTHERS 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 ICE
KERB AND CHANNEL INCLUDING ASSOCIATED PIPES ACROSS THE FOOTPATH SHALL BE PAVEMENT DESIGN
Not to Seal*
NOOSA HEADS
REMOVED AND THE KERB AND CHANNEL AND FOOTPATH REINSTATED TO THE LOCAL !_n
On!
AUTHORITIES CURRENT SPECIFICATIONS AND OR STANDARDS
12.THE CONTRACTOR'S ATTENTION IS DRAWN TO THE REQUIREMENTS OF THE WORKPLACE
•IP
I
HEALTH AND SAFETY ACT 1995. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THIS
DRAWING TITLE
ACT AND IN PARTICULAR THE CONTRACTOR TO ENSURE THE REQUIREMENTS OF THIS 200MM WIDE GRATED TRENCH
WITH MEDIUM DUTY GRATE
SPECIFICATION WITH REGARD TO 'NOTIFICATION IN RELATION TO A NOTIFIABLE PROJECT ARE DRIVEWAY DESIGN
FULFILLED.
13.BENCHING OF PIT STRUCTURES SHALL HAVE A SMOOTH FINISHED SURFACE, AND PIPES
IF.F.L - 15.050ll
SHALL NOT PROJECT INSIDE THE SHAFT OF THE PIT.
K.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
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 5
- 1.0% (MIN) GRADE FOR PIPES < 150 DIA.
J
- 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) QJ
07
I. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER CONSULTANTS -s
DRAWINGS AND SPECIFICATIONS. 2. BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES
O ASSOCIATED CONSULTANTS
IN THE CONTRACT DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER. -S
B99 X3 s
3. DO NOT SCALE FROM DRAWINGS IF IN DOUBT, ASK!! S
STANDARDS 2 CO
4. CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS AND LEVELS U_NZ)
UL°)) (fo
5. ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS2890, THE (INCLUDING
«£
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THE QUEENSLAND SUPPLEMENT), THE QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND B99
6. THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR TO STANDARDS 2004 (AU_NZ)
(Col)
7. ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO BE uPVC
8. SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS AND
2000 2000 2000 2000 2000 2000 2000 B92
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
II. ALL TEMPORARY AND PERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY WITH
THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICESIM.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 UST
A ORIGINAL ISSUE 09/09/;!)
APPLICABLE.
B REVISED
VEGETATION PROTECTION NOTES 11/11/20
1. TREES LOCATED ALONG THE FOOTPATH SHALL BE, TRANSPLANTED PRIORTO
CONSTRUCTION, OR REPLACED IF DESTROYED.
2. WHEN WORKING WITHIN 4m OF TREES, RUBBER OR HARDWOOD GIRDLES SHALL BE PROPOSED PAVEMENT LEVEL
CONSTRUCTED WITH 1.8m BATTENS CLOSELY SPACED AND ARRANGED VERTICALLY FROM KEY JOINT
SAW JOINT
DRIVEWAY DESIGN
It it ttM rMponsibilty of tho
GROUND LEVEL. GIRDLES SHALL BE STRAPPED TO TREES PRIOR TO CONSTRUCTION AND Protect your
MUST BillHOTTED OF
Foroman to contact tht
PERSONAL
CHANGES PUNS. F NOT. AS CONSTRUCTED
REMAIN UNTIL COMPLETION. WARHNG
HTERESTS. ORA WEL NOT BE ISSUED wcortnin too met location of
••nrfcaN prior to conotruction.
NOTE DC CONTRACTOR SHALL CONFIRM THE
3. TREE ROOTS SHALL BE TUNNELLED UNDER, RATHER THAN SEVERED. IF ROOTS ARE DIAL BEFORE ANT RBMCAMT DMVEW.AY CROSSOVERS AM LOCATION V ALL EMCTMO SERVOS ON
ORAMAOE OUTLETS FROM THE AM I TO THE SHE MOUCMS
Computer File
SEVERED THE DAMAGED AREA SHALL BE TREATED WITH A SUITABLE FUNGICIDE. CONTACT
RELEVANT COUNCIL ARBORIST FOR FURTHER ADVICE.
YOU DIG THE
ANT ASSOCIATED PVCS
ACROSS THE FOOTWAY TO IE REMOVED AM
AM CHANNa AM FOOTWAY
WATER HAMS, SEWER KARS. OAS HAMS,
CARLES. AM STORMWATER FVES. ANY
All proposed operational works shall be constructed
in accordance with Council's Operational Works approval
letter and Council's Decision Notice - Development Permit.
2010000W.DWG
wu/uv 1WO.com.au ATED TO LOCAL AUTHONmES CURRENT OAMAOE TO EXBTMO SERVOS SHALL RE
REPAIRED AT THE CONTRACTORS *--------
DRAWING NUMBER SHEET REV.
4. ANY TREE LOPPING REQUIRED SHOULD BE UNDERTAKEN BY AN APPROVED ARBORIST. 20-1000-F1 1 B
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