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Attachment A -Proposed Carparking Plans
ALL DRAWINGS TO BE PRINTED IN COLOUR!
GENERAL NOTES 4. CONSTRUCTION SUPERVISOR IS TO OBTAIN DBYD PLANS OVER THE 11. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A APPROVAL. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY
1. DO NOT SCALE DRAWINGS. RELEVANT CONSTRUCTION AREA PRIOR TO COMMENCEMENT OF POSITION WHERE THEY COULD BE WASHED INTO A GUTTER, DRAIN ADDITIONAL COSTS AS A RESULT.
2. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE. WORKS. OR WATER BODY,SUCH AS:
3. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT 5. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3M OF EXISTING · ON A ROAD PAVEMENT; CONCRETE WORKS NOTES:
FOR CLARIFICATION BEFORE PROCEEDING. SERVICES PRIOR TO NOTIFICATION TO THE APPROPRIATE
· WITHIN AN OVERLAND FLOW PATH; 1. CLASS N32 CONCRETE AS PER AS/NZS 1379 AND AS/NZS 3600. WHERE
4. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING AUTHORITIES.
· ADJACENT TO STREAM BANKS. 2. EXISTING CONCRETE IS INSTRUCTED TO BE REMOVED, IT SHALL BE
OF ALL VARIATIONS ARISING FROM THE CLARIFICATION OF THE
12. CONTRACTOR TO ENSURE STOCKPILES ARE COVERED WITH A TARP BROKEN OUT BETWEEN THE SETOUT LINE, REMOVED AND LEGALLY
DISCREPANCY. EXISTING TREES:
OR OTHER IMPERVIOUS COVER. LONG TERM STOCKPILES CAN BE DISPOSED OF OFF-SITE BY THE CONTRACTOR
5. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST
1. ALL EXISTING TREES TO BE RETAIN AND PROTECTED, AS PER COVERED WITH MULCH OR TEMPORARY VEGETATION (GRASS). 3. 200µm DAMP PROOF MEMBRANE POLYETHYLENE SHEET SHALL BE
ARISING FROM A VARIATION TO THE SUPERINTENDENT FOR
AS4970-2009. NO EQUIPMENT, FUEL OR MATERIALS TO BE PARKED OR INSTALLED BETWEEN SUBBASE AND CONCRETE.
APPROVAL, BEFORE PROCEEDING WITH THE WORKS. 13. ENSURE APPROPRIATE DUST CONTROL MEASURES EXIST FOR ALL
STORED BENEATH THE CANOPY OF TREES.
6. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE STOCKPILES. 4. BROOM FINISH AT RIGHT ANGLE TO THE DIRECTION OF PEDESTRIAN
2. ANY TREE PRUNING REQUIRED TO BE SUPERVISED BY COUNCIL TRAVEL TO PROVIDE SLIP RESISTANT FINISH AS PER AS/NZS 4586 -
DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT AUSTRALIAN 14. ENSURE AN APPROPRIATE SEDIMENT CONTROL SYSTEM IS LOCATED
ARBORIST (5329 6587) PRIOR TO THE COMMENCEMENT OF WORK. SLIP RESISTANCE FOR NEW PEDESTRIAN SURFACE MATERIALS.
STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE DOWN-SLOPE OF ALL STOCKPILES.
SATISFACTION OF NOOSA COUNCIL AND THE SUPERINTENDENT. 3. COUNCIL ARBORIST TO SUPERVISE REMOVAL OF SIGNIFICANT TREE
7. ALL WORK TO CONFORM TO NOOSA SHIRE COUNCIL (NSC) ROOTS (GREATER THAN Ø100MM) WHERE REQUIRED.
SITE REHABILITATION: PAVEMENT:
STANDARDS AND SPECIFICATIONS, UNLESS NOTED OTHERWISE. 1. ALL PAVEMENT DEPTHS SHALL BE CONFIRMED BY SUBGRADE
1. ENSURE THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT
8. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE CLEARING, GRUBBING AND DISPOSAL TESTING PRIOR TO CONSTRUCTION IN ACCORDANCE WITH
OF TOPSOIL TO BREAK UP ANY EXCESSIVE COMPACTION, AND
COUNCIL HAS BEEN RECEIVED IN WRITING AND AN OFFICIAL 1. THE CONSTRUCTION SUPERVISOR SHALL DETERMINE, AFTER INITIAL AUSTROADS-PAVEMENT DESIGN MANUAL, 2010, AND ARRB SR41.
ENABLE THE APPROPRIATE KEYING OF THE SOIL LAYERS.
PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE DESIGN FORMATION SETOUT, THOSE TREES AND OR BRANCHES THAT
2. SCARIFY LIGHTLY COMPACTED SOILS TO A MINIMUM DEPTH OF 100MM 2. CLEAN OUT PITS SHALL BE PROVIDED TO BLIND ENDS OF 100MM DIA.
ENGINEER HAVE BEEN HELD. THE CONTRACTOR IS TO OBTAIN A COPY REQUIRE REMOVAL AND OR PRUNING, AS SHOWN ON THE
AND HEAVILY COMPACTED SUBSOILS TO A MINIMUM DEPTH OF SUBSURFACE DRAINAGE PIPES IN ACCORDANCE WITH IPWEAQ
OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY DEMOLITION PLANS. TREES TO BE CLEARED ARE TO BE CONFIRMED
300MM. STANDARD DRAWING NO R-0140.
WITH THE REQUIREMENTS THEREOF. AT WALKTHROUGH WITH PROJECT ADMINISTRATOR.
9. THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION 3. TURF MUST NOT BE PLACED ON EXCESSIVELY COMPACTED SOILS.
2. A SPOTTER-CATCHER SHOULD BE PRESENT DURING ALL CLEARING SIGNS & PAVEMENT MARKING
WHILST ENABLING CONTINUAL TRAFFIC OPERATIONS, TO THE 4. SOIL TESTING SHOULD BE USED TO DETERMINE ANY REQUIRED
OPERATIONS.
SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. CHEMICAL ADJUSTMENT TO THE SOIL (E.G. GYPSUM, LIME, 1. ALL SIGNS AND PAVEMENT MARKING TO BE APPLIED IN ACCORDANCE
3. CONTRACTOR TO BE MINDFUL OF FAUNA THAT MAY INHABIT THE WITH THE CERTIFIED ENGINEERING DRAWINGS. SPECIFICATIONS FOR
10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, FERTILISER, PH ADJUSTMENTS).
WORKS SITE. PAVEMENT MARKING DIMENSIONS AND SIGNS ARE CONTAINED
AREA FOR CONTRACTORS FACILITIES/STORAGE AND SITE SECURITY 5. ALL SITE REHABILITATION MEASURES SHOULD BE MONITORED,
TO BE AGREED WITH THE PRINCIPAL AND SUPERINTENDENT. 4. ESTABLISH ANY NON-DISTURBANCE OR EXCLUSION AREAS WITHIN THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
PARTICULARLY AFTER RAINFALL.
11. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED: IDENTIFIED. (MUTCD) AND TC SIGNS.
· CONSTRUCTION PRE-START MEETING 5. CLEARING SHOULD NOT OCCUR UNLESS PRECEDED BY THE 3. REMOVE AND SECURELY STORE ONSITE ALL EXISTING SIGNAGE
EROSION & SEDIMENT CONTROL
· SET OUT INSTALLATION OF ALL NECESSARY DRAINAGE AND SEDIMENT WITHIN THE PROPOSED CONSTRUCTION AREA, FOR REINSTATEMENT
CONTROL MEASURES. THE EXCEPTION WOULD BE ANY CLEARING ALL EROSION AND SEDIMENT CONTROLS TO BE IN ACCORDANCE WITH
· DEMOLITION OR REUSE AS INDICATED ON DESIGN PLANS.
NECESSARY TO ALLOW INSTALLATION OF THESE CONTROL "BEST PRACTICE EROSION AND SEDIMENT CONTROL", INTERNATIONAL
· PRE-TOPSOIL EARTHWORKS 4. IN AREAS OF AC SURFACING - ALL PAVEMENT MARKING REGULARLY
MEASURES. EROSION CONTROL ASSOCIATION (IECA), AUSTRALASIA CHAPTER, 2008
· SUBGRADE PROOF-ROLLS DRIVEN ACROSS BY TRAFFIC (STOP BARS, GIVE WAY LINES,
AND IPWEA STD DRGS DS-040 AND DS-041, TO THE SATISFACTION OF THE
· PRE-SEAL PROOF-ROLLS 6. CLEARING SHOULD BE STAGED TO MINIMISE THE EXTENT AND PEDESTRIAN WALK LINES, CONTINUITY LINES, ARROWS AND
SUPERINTENDENT.
· CONCRETE PRE-POURS DURATION OF SOIL EXPOSURE. SYMBOLS) SHALL BE PLACED USING THERMOPLASTICS. ALL OTHER
· FINAL INSPECTION OBJECTIVES:
7. WHERE APPROPRIATE, IDENTIFY, ISOLATE AND/OR PROTECT MARKINGS SHALL BE PAINTED WITH RETRO-REFLECTIVE PAINT
11. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, RETAINED VEGETATION. · THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE UNLESS NOTED OTHERWISE.
INCLUDING TRAFFIC MANAGEMENT PLAN, ENVIRONMENTAL REQUIRED TO SUIT THE PORPOSED CONSTRUCTION
8. CLEARING SHALL BE MINIMISED TO ONLY THE TREES AND 5. RAISED REFLECTIVE PAVEMENT MARKERS (RRPM's) ARE TO BE
MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN METHODOLOGY AND STAGING.
FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:10/Feb/2020 BY:blhuillier
VEGETATION NECESSARY TO UNDERTAKE THESE WORKS. LOCATED IN ACCORDANCE WITH THE MUTCD AND SHALL BE FIXED TO
FOR REVIEW AND APPROVAL OF PRINCIPAL AND SUPERINTENDENT, 9. CLEARING AND GRUBBING INCLUDES REMOVAL OF THE MAIN TREE
· THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY THE ROAD SURFACE IN ACCORDANCE WITH THE MANUFACTURER'S
PRIOR TO CONSTRUCTION. REGULATIONS DURING THE CONSTRUCTION PHASE AND RECOMMENDATIONS.
ROOTS TO A MINIMUM DEPTH OF 1.0M AND THE REMOVAL OF
12. THE NEW CONSTRUCTION SHALL BE NEATLY JOINED TO THE EXISTING MAINTENANCE PERIOD.
SURFACE ROOTS AND VEGETABLE MATTER FROM THE TOP 0.3M 6. ROAD EDGE GUIDE POSTS (REGP's) TO BE INSTALLED IN
FORMATION. THE EXISTING FORMATION SHALL BE SAWCUT, WHERE BELOW THE NATURAL SURFACE LEVEL. · EROSION AND SEDIMENTATION CONTROL MAY BE AIDED BY ACCORDANCE WITH THE MUTCD.
REQUIRED, TO A MINIMUM DEPTH OF 100mm PRIOR TO ANY MINIMISING THE AREA OF DISBURBANCE.
10. DISPOSAL OF ALL CLEARED VEGETATION AND RUBBISH SHALL BE IN 7. REMOVE EXISTING PAVEMENT MARKING (BY ABRASION BLASTING
EXCAVATION. · APPLY 100MM TOPSOIL & TURF TO ALL DISTURBED UNPAVED
ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY. UNLESS NOTED OTHERWISE) WHERE IT CONFLICTS WITH NEW
13. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL AREAS.
CLEAN UP THE SITE TO A CONDITION EQUIVALENT TO THAT EXISTING 11. CLEARED VEGETATION CAN BE PROCESSED THROUGH WOOD PAVEMENT MARKING.
CHIPPING AND THE MULCH PRODUCED PLACED IN INTERIM · ALL DISTURBED UNPAVED AREAS TO BE SEEDED OR 8. REMOVE AND RELOCATE EXISTING SIGNS AND GUIDE POSTS WHERE
AT THE COMMENCEMENT OF WORKS AND DEMOBILISE TO THE HYDROMULCHED (UNO).
SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. STOCKPILES FOR LATER USE IN EROSION AND SEDIMENT CONTROL THERE IS CONFLICT.
OR LANDSCAPING PURPOSES. MANAGEMENT PRINCIPLES: 9. ALL NEW SIGNS ARE TO BE MOUNTED IN ACCORDANCE WITH IPWEAQ
14. WHERE EXISTING MATERIAL IS INSTRUCTED TO BE REMOVED, IT
SHALL BE BROKEN OUT BETWEEN THE SETOUT LINE, REMOVED AND THE BASIC PRINCIPLES ARE TO: STANDARD DRAWING RS-131 & RS-130.
LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR. EARTHWORKS · MINIMISE THE AREA OF DISTURBANCE; 10. ALL SIGNS TO BE SIZE 'B' UNLESS NOTED OTHERWISE.
15. ASSISTANCE AND PREPARATION OF STAGE SKETCHES ARE GENERAL: · CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT 11. BICYCLE LANE SYMBOLS - BIKE LANE COLOURED SEAL TREATMENTS,
AVAILABLE UPON REQUEST (FROM CIVIL DESIGNER) TO ENSURE 1. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND OUTLETS FROM SITE; EMERALD GREEN (Brick'n'Pave) OR SIMILAR.USE NON-FRAGMENTED
WORKABLE (TEMPORARY) TRAFFIC SOLUTIONS. MARKED PRIOR TO COMMENCEMENT OF EARTHWORKS. · MINIMISE EROSION; BIKE STENCILS ONLY. USE THERMOPLASTIC COATINGS UNLESS
2. ALL EARTHWORKS ACTIVITIES INCLUDING STRIPPING, EXCAVATION, · MINIMISE SEDIMENTATION; OTHERWISE SHOWN ON PLANS.
PROPOSED BUSINESS PROPERTY DETAILS: FILLING, COMPACTION AND TESTING, IS TO BE UNDERTAKEN IN 12. TACTILE GROUND SURFACE INDICATORS (TGSIs) WARNING AND
· PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE.
1. PROJECT COORDINATOR TO ASSIST AS ONSITE LIAISON FOR ACCORDANCE WITH THE SPECIFICATIONS, CURRENT RELEVANT DIRECTIONAL SHALL COMPLY WITH AS 1428.4.1:2009. APPLICATION
CONSTRUCTION PRE-START MEETING:
NEGOTIATIONS TO PLAN & RESOLVE DISRUPTION OF BUSINESS' AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND AND PRE-TREATMENTS AS PER MANUFACTURERS SPECIFICATIONS.
DURING THE CONSTRUCTION PHASE AFFECTING THEM. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL
TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE PARTIES TO DISCUSS CRITICAL ISSUES, SUCH AS: TGSIs TO BE INSTALLED AS PER TRANSLINK DRG 5-0021. PREFERRED
SUPERINTENDENT. PRODUCT: BLACK 'COMCORK' OR APPROVED EQUIVALENT INSTALLED
SURVEY · KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL
3. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND TO MANUFACTURERS SPECIFICATIONS.
1. THIS DESIGN IS BASED ON SURVEY PROVIDED BY NOOSA COUNCIL PLAN;
FULLY OPERATIONAL PRIOR TO COMMENCEMENT OF EARTHWORKS.
2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). · REQUIRED WATER QUALITY OBJECTIVES;
3. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND 4. EARTHWORKS SHOULD AVOID THE EROSION OR SILTATION OF
· PERFORMANCE MONITORING AND INSPECTION PROCEDURES;
UTILITIES PRIOR TO CONSTRUCTION. ADJOINING LANDS, STREAMS OR WATERCOURSES.
· IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS;
4. ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED 5. EARTHWORKS SHOULD BE STAGED TO MINIMISE THE EXTENT AND
DURATION OF SOIL EXPOSURE. · IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS;
BY THE CONTRACTOR'S LICENSED SURVEYOR AND ANY
DISCREPANCIES ARE TO BE REPORTED TO THE SUPERINTENDENT. TOPSOIL: · REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES
5. ALL CO-ORDINATE SETOUT POINTS OF KERB AND CHANNEL ARE TO AND EVENTS.
6. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, DEBRIS,
THE LIP LINE AND NOMINATED LEVELS ARE LIP LEVELS. ORGANIC RICH TOPSOIL AND SEVERELY ROOT AFFECTED AREAS
6. WHERE NOT SPECIFIED, SETOUT LEVELS AT KERB RETURNS ARE AT MUST BE REMOVED. STORMWATER DRAINAGE
EQUAL SPACING. 7. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE 5. CONSTRUCTION SUPERVISOR TO DETERMINE ALL NECESSARY
STOCKPILED FOR RE-USE IN LANDSCAPING OR DISPOSED OF. ALTERATIONS, EXTENSIONS OR IMPROVEMENTS TO ANY EXISTING
EXISTING SERVICES ROADWAY DRAINAGE FEATURES FOUND WITHIN THE PROPOSED
8. TOPSOIL STOCKPILES SHALL NOT EXCEED 2M IN HEIGHT.
1. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS WORKS AREA.
BEEN DETERMINED FROM FIELD SURVEY, DIAL BEFORE YOU DIG LANDSCAPE:
6. ALL STORMWATER PIPES SHALL BE CLASS '3' RUBBER RING JOINT,
ENQUIRIES AND INFORMATION PROVIDED BY THE SERVICE 9. ENSURE SUITABLE GROUND COVER IS PROVIDED TO ALL EXPOSED
UNLESS NOTED OTHERWISE.
PROVIDERS / AUTHORITIES. SUBSOILS AS SOON AS PRACTICAL, TO MINIMISE THE RISK OF SOIL
EROSION, ESPECIALLY IF THE SOILS ARE DISPERSIVE. 7. TRENCH AND BEDDING METHODS INCLUDING PAVEMENT
2. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION REINSTATEMENT TO BE IN ACCORDANCE WITH IPWEA STD DRG
ONLY AND NO RESPONSIBILITY IS TAKEN FOR THE ACCURACY OR SUBGRADES:
DS-030
COMPLETENESS OF THE INFORMATION SUPPLIED. 10. SUBGRADES IN PAVEMENT AREAS SHALL BE PROOF ROLLED IN
8. FOR CONSTRUCTION TRAFFIC, THE CONTRACTOR SHALL BE
3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT THE ACCORDANCE WITH MRTS04 AND ANY SOFT SPOTS OR UNSUITABLE
REQUIRED TO DETERMINE IF THE CLASS OF PIPE FOR THIS PROJECT
RELEVANT SERVICE UTILITY PROVIDERS TO CONFIRM THE LOCATION MATERIALS SHALL BE EXCAVATED AND REPLACED WITH SELECT FILL.
IS ADEQUATE AND SUBMIT PROPOSAL TO SUPERINTENDENT FOR
OF ALL EXISTING SERVICES PRIOR TO COMMENCEMENT OF WORKS. STOCKPILE MANAGEMENT:
E Capital Project Number
DRAFT MAPLE STREET - COOROY
PSM No 138979 | 158664
D NOOSA COUNCIL INFRASTRUCTURE
(AHD) RL 106.960 | 106.277 0000583
A1 C
B 22/01/2020
A 15/08/2019
DRAFT ISSUE
ISSUED FOR REVIEW
M.T.
M.T.
C.E.
C.E.
SURVEYED
DRAWN
A CRAMPTON 08 / 2018
B L'HUILLIER 08 / 2018
PLANNING, DESIGN & DELIVERY
PO Box 141 Tewantin, TEWANTIN QLD 4565
HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE
UPGRADE WORKS Sheet No. - Revision No.
Rv DATE REVISIONS REC. APPR. CHECKED ph:(07) 5329 6500 | email: [email protected] GENERAL NOTES C02 B
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