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Attachment A -Proposed Carparking Plans
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COOROY HINTERLAND PLAYGROUND
CARPARKING UPGRADE WORKS
PROPOSED
HINTERLAND
PLAYGROUND
. 4 LIBRARY |
ANIT TIV4 LSVOD HLYON
LH |
SHEET REVISION
PROJECT INDEX
SHEET DESCRIPTION
coo B PROJECT COVER SHEET
co1 B DESIGN AND EXISTING LEGENDS
co2 B GENERAL NOTES
C03 B TYPICAL SECTIONS
cos B SETOUT PLAN - SHEET 2 of 2
a OETOUFFABEES
cos B EXISTING, DEMO & SEDIMENT CONTROL PLAN 2 of 2
683 $i EISNEEEATE RESSRAISES-SROSHING
1S
MAIN TEN ANCE AGSESS-FEAN
C12 B DESIGN FEATURES - CARPARK AREA 2
C13 B DESIGN FEATURES - CARPARK AREA 3
C14 B CONCRETE JOINT DETAILS
STANDARD DRAWINGS
DRAWING NUMBER DESCRIPTION
IPWEAQ RS-51H VEHICLE CROSSINGS - HEAVY DUTY
IPWEAQ RS-65F CONCRETE PATHWAYS - CONSTRUCTION DETAILS
IPWEAQ RS-80F KERB AND CHANNEL PROFILES AND DIMENSIONS
IPWEAQ RS-170G
PAVEMENT EXTENSION - WIDENING AND TRENCHING
DMR SD-116
SUB SOIL DRAINS - OUTLETS AND CLEANOUTS:
‘SD:9006 KERB RAMP AND PEDESTRIAN REFUGE
STANDARD DRAWING LOCATIONS:
COUNCIL: https:/www.noosa.qid. gov au/standard-drawings
DTMR: http:/mww.tmr.qid.gov.au/Business-industry/Technical-standards-publications/Standard-drawings-roads aspx
By the signing of this statement | deem to certify all drawings in this contract/project as listed in the
drawing index, shown on sheet C00, as being in accordance with this Project's Objectives.
PROJECT REVIEW TITLE: INFRASTRUCTURE PLANNING, DESIGN
AND DELIVERY MANAGER
SIGNED DATE: / / 2019
ENGINEERING CERTIFICATION
LOCALITY PLAN
REFER ALSO TO DESIGN & Existing LEGENDS ON SHEET C01
In the effect of Section 115 of the Professional Engineers Act 2002, the professional engineering
services in the areas of engineering required for this project have been carried out by or under the
supervision of registered professional engineers who are registered under the Act in respect of the
areas of engineering. _| certify that the design meets the requirements of alll relevant Council
Policies, References, Standards, Planners and Design Instruction, Code of Practice, Guidelines,
DTMR Specifications(applicable to this Project) and Brief/Functional Specifications
SIGNED: DIRECTOR
INFRASTRUCTURE SERVICES
RPEQ No. DATE: / / 2019
ALL DRAWINGS TO BE PRINTED IN COLOUR!
D DRAFT Fate] 1019 Teatet 3}| NOOSA COUNCIL INFRASTRUCTURE
c i PLANNING, DESIGN & DELIVERY
B |22/01/2020 | DRAFT ISSUE MT. | C.E. [SURVEYED] A CRAMPTON 08/2018 e
At A |151082019 | ISSUED FOR REVIEW Mr_1CE | prawn! DBLHUILLER os 70168 PO Box 141 Tewantin, TEWANTIN QLD 4565
Rv DATE REVISIONS: Rec. |APPR| CHECKED ph:(07) 5329 6500 | email: [email protected]
Capital Project Number
MAPLE STREET - COOROY
FILE:N|PI\Design_Servioes\CAPITAL WORKS\2017-2018\Minterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:22/Jan/2020 BY:blhuilier
qq »_ | NOOSA HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE 0000583
UPGRADE WORKS Sheet No. - Revision No.
mt MRC pROJECT COVER SHEET CoO. B
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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
Page 3
ALL DRAWINGS TO BE PRINTED IN COLOUR!
DESIGN FEATURES LEGEND
DESIGN, EXISTING, ROAD CORRIDOR AND DESIGN LINE MARKING LEGEND (MUTCD)
CONFLICT WARNINGS LEGEND (White colour unless otherwise indicated)
PLAN MATERIAL
REPRESENTATION DESCRIPTION PLAN FEATURE LONGITUDINAL LINES Width(mm) / Plan Code /Linestyle
REPRESENTATION DESCRIPTION
1. Dividing lines
3m line
ROADWAY PAVEMENT 1m (a) Two-lane roads .100 (BDL) . 9m gap
2 COAT SEAL - TO BE DESIGNED BY CONTRACTOR EXISTING CONTOUR (MAJOR)
Continuous
AND APPROVED BY NOOSA COUNCIL PILLAR (b) Multilane roads .150 (CDL) .
MIN. 100mm TYPE 2.1 (MRTS05) PAVEMENT U/G POWER WARNING
EP 2. Barrier lines
MIN. 100mm TYPE 2.3 (MRTS05) PAVEMENT LOW O/H POWER WARNING Continuous
(TO BE CONFIRMED FOLLOWING GEOTECH) TE (a) Single .100 (BLS) .
U/G TELCO WARNING Continuous
EP/TE (b) One direction .80/80/80 (BL1) . 9m gap
TURFING (with 50mm TOPSOIL) LOW O/H TELCO WARNING 3m line
MULCHING (with 50mm TOPSOIL) SMH (c) Both directions .80/80/80 (BL2) .
U/G SEWER WARNING Continuous
FH/SV
3. Lane lines
U/G WATER WARNING 3m line
125mm THICK CONCRETE PATHWAY CAUTION e375Ø (a) Broken .100 (BLL) . 9m gap
32MPA, SL72 MESH CENTRALLY PLACED EXISTING SW PIPE WARNING
Continuous
(b) Continuous .100 (CLL) .
PLAIN GREY - BROOM FINISH STRUCTURE WARNING
1m 4. Edge lines
DESIGN CONTOUR (MAJOR) Continuous
Rural/urban roads .100 (EL) .
125mm THICK CONCRETE PATHWAY
32MPA, SL72 MESH CENTRALLY PLACED TOP of BATTER 1m line 3m gap
5. Continuity lines .200/.100 (CL) .
CCS BISCUIT - BROOM FINISH
TOE of BATTER Modified Continuity Line .200/.100 (MCL) .
0.5m line 1.5m gap
BOK
K&C, INVERT, F/PATH, D/WAY 6. Turn lines .100 (TL) .
175mm THICK CONCRETE RAMP "CHECKERBOARD" LIP 0.6m line 0.6m gap
40MPA, SL72 MESH CENTRALLY PLACED ROCKWALL / FEATURE 7.Outline markings .150 (OL) . Continuous
CCS BLACK 21 OXIDE (Angular Nominal 10-15mm 50%
EDGE OF ROADWAY SEAL
White / 50% Blue Metal) - MEDIUM WASH FINISH TRANSVERSE LINES
Continuous
SURFACE (SWALE) DRAINAGE 8. Stop lines .300 (SL) .
175mm THICK CONCRETE DECK "BLACK" 0.6m line 0.6m gap
40MPA, SL72 MESH CENTRALLY PLACED Ø100 SUBSOIL DRAINAGE 9. Give way lines .300 (GWL) .
CCS BLACK 44 - BROOM FINISH 1m line 0.3m gap
DESIGN FENCE LINES 10.Cross walk lines .150 (CWL) .
FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:10/Feb/2020 BY:blhuillier
DESIGN GUARD RAIL RAISED PAVEMENT MARKERS
175mm THICK CONCRETE DRIVEWAY
NEW 450Ø
32MPA, SL72 MESH CENTRALLY PLACED DRAINAGE, U/G CONDUITS 11. Unidirectional - white, yellow & red
PLAIN GREY - BROOM FINISH
PAVEMENT CUTBACK EDGE 12. Bidirectional - white & yellow
DESIGN PROFILING EDGE
CHEVRON & DIRECTIONAL ARROWS
PROPOSED TRAFFIC SIGN
PAVEMENT MARKINGS, REFER MUTCD FOR
SPECIFICS, Chap4.5 OTHER MARKINGS,
CONSTRUCTION AREAS AND IN PART (2).
ASSOCIATED MATERIAL FINISHES.
ROAD EDGE GUIDE POSTS
Red White
PLAN MATERIAL
REPRESENTATION DESCRIPTION
KERB AND CHANNEL
B1-450 KERB AND CHANNEL
TRANSITIONS
LANDSCAPING WORKS Manual of Uniform Traffic Control Devices
TOPSOIL 50mm AND TURF
GENERALLY 1.0m AROUND NEW
WORKS.
NOTE: ALL SIGNS & LINE MARKING TO BE IN
H D TGSI's ACCORDANCE WITH THE MANUAL OF
BLACK COMCORK INSTALLED AS PER UNIFORM TRAFFIC CONTROL DEVICES.
MANUFACTURERS INSTRUCTIONS
E Capital Project Number
MAPLE STREET - COOROY
DRAFT
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] DESIGN AND EXISTING LEGENDS C01 B
Page 4
BACKING
ALL DRAWINGS TO BE PRINTED IN COLOUR!
\
TURFED SWALE one PARKING SPACE AISLE
WIDTH VARIES 4. 480m 8.47m
t | LOWER MILL SITE
existing turfed VARIES |__2.10m i
carparking area |
ating asad
TYPE B1 KERB AND CHANNEL wa LOWER MILL AREA - CARPARK AREA 2
DEEP LIFT PAVEMENT REPLACEMENT i
T
EXISTING | COOROORA
EXISTING PARKING SPACES: PATHWAY
ey | WOODWORKERS
ting turfed
cages roo | | CLUB
— ke | |
: 5 6 | = _ _ a
~\~ i SSS 3 ——— —. a
J NX PROVIDE DOWELED EXPANSION JOINT
INTO EXISTING CONCRETE PAVEMENT
TYPE B1 KERB AND CHANNEL 450mm THICK CONCRETE - REFER DETAIL ON SHEET C15,
40MPA, SL72 MESH CENTRALLY PLACED
PLAIN GREY - BROOM FINISH
LOWER MILL AREA - CARPARK AREA 2
SECTION /8
PROPOSED LANDSCAPING / LIGHTING ALONG BUFFER SCALE1:50 \C12/
BETWEEN PATHWAY AND KERB AND CHANNEL | AISLE a TYPE ER2 EDGE RESTRAINT
sting turfed 6.00m
carparking area rary | ROAD EDGE GUIDE POST
| | TURFED SWALE DRAIN -
OUTLET TO EXISTING BIO BASIN.
PROPOSED CONCRETE PATHWAY |}——
150mm THICK CONCRETE. - _ — — —_— —_— SO
SL72 MESH CENTRALLY PLACED TYPE B2 KERB ONLY XO Tw?
PLAIN GREY - BROOM FINISH
ROADWAY PAVEMENT - REFER DETAILS ON SHEET cot
OVERFLOW AREA - CARPARK AREA 3
SECTION /c\
PROPOSED CONCRETE PATHWAY SCALE 1:50 (ers)
150mm THICK CONCRETE ~
Steet BROOM 450mm HIGH WHEELSTOP
PATHWAY PARKING SPACE PARKING SPACE
150m 4.80m $.25m y— TYPE ER2 EDGE RESTRAINT
existing turfed /
carparking area ;— TURFED SWALE DRAIN -
—— — __ OUTLET TO EXISTING BIO BASIN
NOTES:
1. REFER ALSO TO DESIGN & EXISTING LEGENDS ON ROADWAY PAVEMENT - REFER DETAILS ON SHEET COt
acess OVERFLOW AREA - CARPARK AREA 3 mew NS
2. REFER TO SHEET C06 FOR DESIGN SETOUT TABLES.
3. REFER DEMOLITION PLANS ON SHEETS C07 & C08 _
FOR FURTHER DETAILS. SECTION /D\ oe
4. REFER TO SHEET C15 FOR CONCRETE JOINT DETAILS scatets0 \ct3/ Scale 150 @AT
5 RAFT PSMNo| 158070) 158664 ) NOOSA COUNCIL INFRASTRUCTURE " MAPLE STREET - COOROY aptal Project Number
M c (AHD)RL| 106.960 | 106.277 i" PLANNING, DESIGN & DELIVERY qq NOOSA HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE 0000583
B |22/01/2020 DRAFT ISSUE MT. | c.E. [SURVEYED ACRAMPTON 08 / 2018 e POB 141 T tin, TEWANTIN QLD 4565 UPGRADE WORKS ‘Sheet Ne Re Nc
A 15/08/2019 | ISSUED FOR REVIEW MT. | CE. DRAWN) BLHUILLIER 08/2018 Ox ‘ewantin, f wm Ml COUNCIL ‘Sheet No. = Revision No.
Ra DATE REVISIONS REG [appR] CHECKED ph:(07) 5329 6500 | email: [email protected] TYPICAL SECTIONS C03 B
FILE:NPI\Design_Servioes\CAPITAL WORKS\2017-2018\Minterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:22/Jan/2020 BY:blhuilier
Page 5
ALL DRAWINGS TO BE PRINTED IN COLOUR!
SURVEY STATION TABLE
No. Type Easting Northing RL
171409 PSM 490916.308 7078431.177 106.427
138979 PSM 491044.469 7078226.662 106.960
158664 PSM 490943.184 7078503.830 106.277 ALIGNMENT STRING "CDS 01" ALIGNMENT STRING "DG02"
9901 Screw 491104.085 7078349.405 106.247
9902 Screw 491052.632 7078307.426 106.498
9903 Screw 491057.274 7078379.832 104.996 LOCATION OF
9904 Screw 491044.694 7078433.247 105.650
9905 Screw 491028.624 7078485.442 106.668
40
.2
82 PROPOSED WORKS
0.000
R 9.000
CC
CC
9906 Screw 491002.615 7078517.379 106.193
53
39
CARPARK AREA 3
.1
.8
61
9907 Picket 490969.384 7078351.532 107.014
0
TC 37.013
42
7
.0
53
9908 Screw 490983.451 7078311.700 106.135 REFER SHEET C14
9909 Screw 491024.025 7078266.956 106.336 .000
R 5.000
R -2 R -5
66.259
0.0
9910 Screw 491035.998 7078253.589 106.484 00
102.745 9.000
9911 Screw 490963.806 7078253.258 106.220 L 9.000
ALIGNMENT STRING "DG01"
TC 25.445
00
9912 Nail 490987.335 7078227.766 106.672 317°54'47"
30.7
R
TC 00
9913 Screw 490935.428 7078480.724 106.408 5.0
CT 30.840
R
9914 Screw 490937.514 7078452.071 106.280
9915 Screw 490930.574 7078430.285 106.416
0
.00
R -20. -17
9916 Screw 490897.761 7078409.476 106.630 000 R
TC 0.000
2
9917 Screw 490901.285 7078381.058 106.639 .58
11
CT 30.840
TC
0
.00
9918 Screw 490944.152 7078493.443 106.289
8
3
.000
.09
R 9.000 R -1 1 6
R -1 0.0
13
9919 Screw 490952.691 7078463.755 106.254 2
CT
TC
14
95.456
TC 50.485
00
93
1136 Screw 491123.155 7078376.123 105.984
.3
-9.5
51
CT 48.2
R
CT
2904 Screw 490989.709 7078269.645 106.138 000
R 1.
3354 Screw 490980.123 7078289.152 106.461
75
3
.38
.6
CT 57.504
40
56
5517 Screw 490900.513 7078381.015 106.619 TC
TC
5231 Nail 490917.121 7078432.476 106.415
2558 Bolt 490962.025 7078362.897 106.927 0.0
00
5463 Peg 490949.004 7078425.204 106.368
ALIGNMENT STRING "MC02" ALIGNMENT STRING "FP02" R -4.000
34
60.6
LOCATION OF
R 1.0
00
5
3.19 00
.77
6
52
.2
57
ALIGNMENT STRING "SWD 2 2"
18
.0
14
CT
5
TC
.35
FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:10/Feb/2020 BY:blhuillier
(REFER SETOUT TABLE ON SHEET C16) 00
PROPOSED WORKS
23
"RITEK" LAYOUT 0.0
TC
0.00
65 0
56
.2
PATHWAY CONNECTION
R -3.950
99
6.2
AREA AND CARPARK
CT
0.0
00 REFER SHEET C13
0.0
00
ALIGNMENT STRING "MT03"
ALIGNMENT STRING "FP01"
existing turfed
carparking area
22
.81
5
ALIGNMENT STRING "SWD 2 1"
PSM 158664 COOROORA
WOODWORKERS
CLUB
LO
W LOCATION OF PROPOSED WORKS
ER 0.0
00
M CARPARK AREA 2
IL REFER SHEET C12
L 9
8.
09
RD
0.0
00
LOWER MILL SITE
NOTES:
1. REFER ALSO TO DESIGN & EXISTING LEGENDS ON SHEET C01.
2. REFER ALSO GENERAL NOTES ON SHEET C02 0 5 10 15m
3. REFER TO SHEET C06 FOR DESIGN SETOUT TABLES.
Scale 1:250 @A1
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] SETOUT PLAN - SHEET 2 of 2 C05 B
Page 6
EROSION & SEDIMENT CONTROL LEGEND.
Oe BARRIER (SEDIMENT) FENCE =» 8
PROPOSED CARPARK — (20m RUNS)
- EARTHWORKS AREA
os
+ .rF@4
on 1 I
ore hod
. acs a? bad
SEDIMENT FENCE, SOCK FILTERS: KERB SIDE TURF
GEOTEXTILE INLET FILTERS, ETC. STRIPS
B
Beep
DO AL
_ B—_p, pf /. .
andtumaround KD _ “eT BO gxisting bioretention BEFORE YOU DIG DEMOLITION LEGEND:
BRR, KX existing 0525 rep AK REMOVE LINEAR FEATURES >OOGOOOCX
ERR RN < OLD PIPES, KES, RAMPS,
FENCES PATH SLABS ETC.
co
. > XO x Z
OOK SOQ RRO =
RRR ORO QO QR OQOOQPO OES
Pa R Ronen eRe oeae I TS ON ene
REMOVE OBJECTS / FEATURES rai
OLD CATCHPITS, MANHOLES,
ENDWALLS, PHONE BOOTHS,
BUS SHELTERS ETC.
xs
RR RO RRS
REE RY
%s <SEE PROVIDE SEDIMENT PROTECTION Ce REMOVE OLD LINE MARKING OOOOOOHOK
eno i. EARTHWORKS AREAS RRR
—= Enns (
"RITEK" LAYOUT AREA Ot S soos oor +
AND CARPARK CO XY L,
wf me Bf v, SERVICE LOCATIONS
. y SAFETY OFFICER ~ Itis the responsibility of the Contractor to
cer contact the relevant service authorities to
ascertain the exact location of services
EXISTING TURFED prior to construction,
CARPARKING AREA
TELECOMMUNICATIONS
ERVICE PROVIDERS
Telstra,
existing 0525 rep
PROPOSED FOOTPATH-
EARTHWORKS AREA
existing concrete pathway“ (
existing 2300 rep >
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FRO
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
PRIOR TO START OF CONSTRUCTION, PHONE OBYD
‘SERVICE LOCATIONS ON 1100 FOR DETAILS,
Y Istra
WARNING: OPTIC FIBRE
EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE
existing 9525 rep
COOROORA d
WOODWORKERS CLUB °
existing asphalt parking area
PROPOSED SAWCUT INTO
EXISTING PAVEMENT
existing 300 rep
VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO
BE CONFIRMED PRIOR TO START OF CONSTRUCTION.
DANGER !!
OVERHEAD
‘S ELECTRIC CABLES
YZ
energex
OVERHEAD ELECTRICITY CABLES.
EXIST IN THIS VICINITY, CONTACT
/ EXISTING PEDESTRIAN CREEK
GROSSING TO PROPOSED PLAYGROUND
ALL DRAWINGS TO BE PRINTED IN COLOUR!
ENERGEX WHERE CABLE
CLEARANCE IN COMPROMISED BY
MACHINERY.
O 5 10 15m
REFER ALSO TO DESIGN & Existing LEGENDS ON SHEET C01 non
5 RA FT PSMNo| _138979| 158664 ; NOOSA COUNCIL INFRASTRUCTURE x a MAPLE STREET - COOROY ‘Sapte! Project Number
M 2 (HD) RL 106.960 | 106.277 PLANNING, DESIGN & DELIVERY DANKO X@ OVEN Hivtervann pLavcROUND - APEX PARK AND MILL PLACE 0000583
B |22/01/2020 | DRAFT ISSUE MT. | C.E. [SURVEYED] ACRAMPTON 08 / 2018
‘A 15/08/2019 | ISSUED FOR REVIEW mT. | CE. DRAWN] BLHUILLIER 08/2018 PO Box 141 Tewantin, TEWANTIN QLD 4565 mt M COUNCIL UPGRADE WORKS “Sheet No. - Revision No,
Ry DATE REVISIONS REG TAPPR] CHECKED ph:(07) 5329 6500 | email: [email protected] EXISTING, DEMO & SEDIMENT CONTROL PLAN 2 of 2} CO8 B
FILE:N|PI\Design_Services\CAPITAL WORKSI\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:22/Jan/2020 BY'bihuilir
Page 7
existing turfed area
ENSURE EXISTING AREA IS FREE
DRAINING, TURF DISTURBED AREAS AND
CONNECT TO EXISTING TURFED SWALE
%
4
a
ft
5 ae CONTINUES ON SHEET C14
IGS TO BE PRINTED IN COLOUR!
AT SAG IN KERB AND CHANNE!
PROVIDE 200mm GAP TO DISCHARGE,
TO FULLY TURFED SWALE DRAIN
TYPE B1 KERB AND CHANNE!
WITH 300mm BACKING STRIP
[25]
MATCH SMOOTHLY INTO EXISTING
CONCRETE. PROVIDE EXPANSION AND.
CONTROL JOINTS THROUGHOUT SLAB
2405
y JOIN NEATLY TO EXISTING
ASPHALT PAVEMENT
PROPOSED PAVEMENT:
a
PROVIDE YELLOW
bee ee a a ee eee Me Nee ae
COOROY CAMPHOR
LAUREL CLUB
PROVIDE DIRECTIONAL ARROWS e
IN AISLE OF CARPARK 5
ay
3.90
150mm THICK CONCRETE
ge @ 6m CENTRES. PROVIDE DOWELED
8 $ JOINTS INTO EXISTING CONCRETE AS
2 © PER DETAILS ON SHEET C717.
a existing asphalt
| tf Y
i
LOWER MILL SITE
(aa ea]
‘SL72 MESH CENTRALLY PLACED
PLAIN GREY - BROOM FINISH
a
= -
oss
|
€L9 LAAHS SSNNILNOD |
id Playground.dg_DATE:22/Jan/2020 BY:bl
NOTES:
1. REFER ALSO TO DESIGN & EXISTING LEGENDS ON SHEET C01.
Scale 1:100 @A1
2. REFER TO SHEET C06 FOR DESIGN SETOUT TABLES.
3. REFER DEMOLITION PLANS ON SHEETS C07 & C08 FOR FURTHER DETAILS.
4, REFER TO SHEET C15 FOR CONCRETE JOINT DETAILS
E PSMNo| 138979] 158664
; RAFT man a
Al B |22/01/2020 | DRAFT ISSUE MT, | CE, [SURVEYED] ACRAMPTON 08/2018
A |15/08/2019 | ISSUED FOR REVIEW Mt. | CE. DRAWN] BUHUILLIER 08/2018
Ry DATE REVISIONS REC. [APPR| CHECKED
NOOSA COUNCIL INFRASTRUCTURE
PLANNING, DESIGN & DELIVERY
PO Box 141 Tewantin, TEWANTIN QLD 4565
ph:(07) 5329 6500 | email: [email protected]
lee) NOOSA
mw Mees
MAPLE STREET - COOROY
HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE,
UPGRADE WORKS
DESIGN FEATURES - CARPARK AREA 2
0000583
‘Sheet No.
C12
= Revision No.
B
Z
2
é
FILE:NAPI\Design_Services\CAPITAL WORKS\2017-2011
Page 8
ENSURE PLACEMENT OF FILL BEHIND PATHWAY IS
| FREE DRAINING WITH NO AREAS OF PONDING
|p 3.00 ——+}
|
| EXISTING SURFACE
I 2.50% Lo
50mm BEDDING SAND \
\
\_) 175mm THICK CONCRETE PATHWAY
‘SLOPED AT 2.5% MAXIMUM.
32MPA, SL72 MESH CENTRALLY PLACED
CCS "BISCUIT" OXIDE
SECTION /(c)
scate1so \ =)
0 2
Scale 1:50 @A1
EXISTI
‘JOIN SMOOTHLY TO EXISTING
CONCRETE PATHWAY. DOWEL
INTO EXISTING CONCRETE AS PER 1
IPWEAQ STD DRG RS-065
MATCH SMOOTHLY INTO
INTO EXISTING CONCRETE AS
PER IPWEAQ STD DRG RS-065
EXISTING CONCRETE ||
COOROY LIBRARY)
ING SURFACE. DOWEL
PATHWAY (CONTINUES
TO PLAYGROUND AND.
NOTES:
1. REFER ALSO TO DESIGN & EXISTING LEGENDS ON
SHEET C01.
2. REFER TO SHEET C06 FOR DESIGN SETOUT TABLES.
3. REFER DEMOLITION PLANS ON SHEETS C07 & C08 FOR
FURTHER DETAILS.
4. REFER TO SHEET C15 FOR CONCRETE JOINT DETAILS
NOOSA COUNCIL INFRASTRUCTURE
PLANNING, DESIGN & DELIVERY
E PSMNo| 138979] 158664
; RAFT Zan area
Al B |22/01/2020 | DRAFT ISSUE MT. | CE, [SURVEYED] ACRAMPTON 08/2018
A |15/08/2019 | ISSUED FOR REVIEW Mt. | CE. DRAWN] BUHUILLIER 08/2018
Ry DATE REVISIONS REC. [APPR| CHECKED
PO Box 141 Tewantin, TEWANTIN QLD 4565
ph:(07) 5329 6500 | email: [email protected]
lee) NOOSA
mw Mees
MAPLE STREET - COOROY comes
HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE 0000583
UPGRADE WORKS Sheet No. - Revision No.
DESIGN FEATURES - PATHWAY CONNECTION] C13 B
ALL DRAWINGS TO BE PRINTED IN COLOUR!
inlerland Playground.dwg_DATE:22iJan/2020 BY:
2
é
FILE:NAPI\Design_Services\CAPITAL WORKS\2017-2011
Page 9
—
x
Re
TAN
WRAY
AY
PROPOSED CONCRE
425mm THICK CONCRETE
‘SL72 MESH CENTRALLY PLACED
PLAIN GREY - BROOM FINISH
TE PATHWAY
PROPOSED LANDSCAPING AREAS WITH SHADE
TREES - SPECIES TO BE CONFIRMED BY NOOSA
PARKS AND GARDENS DEPT, PROVIDE SUB
SOIL DRAINS AND OUTLET TO TURFED SWALE
EXISTING TURFED
CARPARKING AREA
PROVIDE DIRECTIONAL ARROWS
PROVIDE ROAD EDGE GUIDE 2
|| TURFED SWALE DRAINS TO
OUTLET TO EXISTING
BIORETENTION BASIN. BASIN
TO BE REHABILITATED
“| DURING CONSTRUCTION.
POSTS @ 6M CENTRES
IN AISLE OF CARPARK
PROVIDE TYPE 82 KERB ONLY
PROVIDE 2375 RCP CULVERT WITH PRE CAST HEADWALLS
AND OUTLET SCOUR PROTECTION. PROVIDE 1m x 1m
GROUTED ROCK SCOUR PROTECTION WITH 100mm (Dso)
INLET:
E: 491028.845
NN: 7078476.576
WL: 104.54
OUTLET:
E: 491038.472
NN: 7078478.173
WL: 104.48
PROVIDE GROUTED ROCK SCOUR
PROTECTION WITH 100mm (Dso) AT
OUTLET OF SWALE AND KERB AND
CHANNEL TO @375 RCP CULVERT
%
é
\
ye le) |
si siinir
ee
Sn ld
A
H
iii
175mm THICK CONCRETE
PLAIN GREY - BROOM FINISH
PROPOSED CONCRETE PATHWAY
SL72 MESH CENTRALLY PLACED
existing —
i biobasin
1
AN
nh
ayy
AN
TYPE ER2 EDGE
RESTRAINT ALONG
DOWNSTREAM EDGE |
PROPOSED TURNAROUND.
"RITEK"
LAYOUT
AREA AND
CARPARK
PROPOSED CONCRETE PATHWAY
725mm THICK CONCRETE
‘SL72 MESH CENTRALLY PLACED
PLAIN GREY - BROOM FINISH
PROVIDE 4 WHEEL STOPS AND
TYPE ER2 EDGE RESTRAINT TO
ALLOW FOR OVERLAND FLOW
PATH TO EXISTING BIOBASIN
PROVIDE TYPE B1 KERB AND CHANNEL
TRANSITION FROM TYPE 81 KERB
AND CHANNEL TO ER3 OVER 1.0m
PROPOSED CONCRETE PATHWAY
125mm THICK CONCRETE
SL72 MESH CENTRALLY PLACED
PLAIN GREY - BROOM FINISH
Scale 1:100 @A1
6m
NOTES:
YN
1. REFER ALSO TO DESIGN & EXISTING LEGENDS ON
SHEET C01.
REFER TO SHEET C06 FOR DESIGN SETOUT TABLES.
REFER DEMOLITION PLANS ON SHEETS C07 & C08
FOR FURTHER DETAILS.
REFER TO SHEET C15 FOR CONCRETE JOINT DETAILS
REFER SHEET C01 FOR
CARPARK PAVEMENT DETAILS
OF CARPARK 3.
(|PROVIDE WHEEL STOPS AND.
TYPE ER2 EDGE RESTRAINT
ALONG DOWNSTREAM EDGE
TURFED SWALE DRAIN
TO OUTLET TO EXISTING
BIORETENTION BASIN
ALL DRAWINGS TO BE PRINTED IN COLOUR!
a | | 1 i |
E PSMNo| 138979] 158664
é DRAF (AHD) RL| 106.960 | 106.277
Al B |22/01/2020 | DRAFT ISSUE MT, | CE, [SURVEYED] ACRAMPTON 08/2018
A |15/08/2019 | ISSUED FOR REVIEW Mt. | CE. DRAWN] BUHUILLIER 08/2018
DATE REVISIONS REC. [APPR| CHECKED
NOOSA COUNCIL INFRASTRUCTURE
PLANNING, DESIGN & DELIVERY
PO Box 141 Tewantin, TEWANTIN QLD 4565
ph:(07) 5329 6500 | email: [email protected]
lee) NOOSA
mw Mees
MAPLE STREET - COOROY
HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE,
UPGRADE WORKS
DESIGN FEATURES - CARPARK AREA 3
0000583
‘Sheet No. ~ Revision No.
C14 B
FILE:NAPI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, CooroyiDrawings\Working\Hinterland Playground.dwgDATE:22/Jan/2020 BY:blhuiller
Page 10
ALL DRAWINGS TO BE PRINTED IN COLOUR!
BITUMEN SEAL OR 20x10 "PARCHEM"
"ROADSEAL" OR APPROVED
EQUIVALENT SEALANT 20x10 "PARCHEM" "ROADSEAL" OR N12 TRIMMER BARS EACH SIDE OF JOINT
APPROVED EQUIVALENT SEALANT TIED UNDER MESH, OVER DOWELS
N12 PERIMETER CORNER BARS AND 10mm FLEXIBLE MATERIAL
- TYPICAL (450mm LAP)
EXISTING ASPHALT SL72 MESH, CENTRALLY PLACED PARCHEM DOWELFORM SLEEVE
10mm PARCHEM "ROADSEAL" OR
OR APPROVED EQUIVALENT WITH
APPROVED EQUIVALENT - REFER TO
Ø20 INSERT TO ALLOW FOR LATERAL
SCHEDULE FOR COLOUR
MOVEMENT
175
175
2.50
250
250
DEBONDING TAPE
1 1 1 200um VISQUEEN DPM
2 200um VISQUEEN DPM 2 2 OR EQUIVALENT
10mm CLOSED CELL CROSSED
250 OR EQUIVALENT LINKED POLYURETHANE JOINT 30mm SAND BEDDING
30mm SAND BEDDING FILLER COMPACTED SUBGRADE TO 95%
250 250 M.M.D.D COMPACTION
DOWELED EXPANSION JOINT
- 400mm LONG R20 S/STEEL DOWELS
AT MAX 400mm SPACING.
TYPICAL JOINT SEALANT DETAIL
EDGE THICKENING (E.T.) ISOLATION JOINT (IJ) DOWEL EXPANSION JOINT DETAIL (EJ)
NOTE: METAL KEY JOINTS ARE NOT
PERMITTED
0 0.2 0.4 0.6m 0 0.2 0.4 0.6m EXPANSION JOINTS ARE
0 0.04 0.08 0.12m
REFERENCED ON DRAWINGS AS "EJ"
Scale 1:10 @A1 Scale 1:2 @A1 Scale 1:10 @A1
25mm DEEP TOOLED JOINT TO
PROVIDE N12 SPACER BARS, BE INSTALLED DURING FINISHING OF
10x10 SEALANT AND 10mm WIDE EXPANSION
TIED BETWEEN MESH EACH CONCRETE SURFACE R20 S/STEEL DOWEL BAR 325mm JOINT AS PER JOINT SEALANT DETAIL
SIDE OF JOINT LONG AT MAX 400mm SPACING.
SL72 MESH, CENTRALLY PLACED. DRILL & EPOXY INTO EXISTING N12 TRIMMER BAR TIED UNDER MESH, OVER DOWELS
STOP MESH EACH SIDE OF JOINT. SLAB, 125mm MINIMUM.
MARK JOINT ON FORMWORK. SL72 MESH, CENTRALLY PLACED
NEW 32mpa REINFORCED CONCRETE SLAB
FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:10/Feb/2020 BY:blhuillier
EXISTING CONCRETE SLAB - REFER TO NOTES
175
175
250
200um VISQUEEN DPM
400 400 OR EQUIVALENT 200um VISQUEEN DPM OR EQUIVALENT
30mm SAND BEDDING
25mm CRACK INDUCER 30mm SAND BEDDING
COMPACTED SUBGRADE TO 95%
COMPACTED SUBGRADE TO 95%
M.M.D.D COMPACTION PARCHEM DOWELFORM SLEEVE OR M.M.D.D COMPACTION
PROVIDE ADDITIONAL SL72 MESH SHEET 800mm APPROVED EQUIVALENT WITH Ø20
NOTE: CONTROL JOINTS ARE WIDE SET DOWN WITH ADEQUATE COVER FROM INSERT TO ALLOW FOR LATERAL
REFERENCED ON DRAWINGS BASE OF TOOL JOINT. CUT ALTERNATIVE WIRE MOVEMENT NOTE: CONTRACTOR TO ESTABLISH AND MAINTAIN
AS "CJ" OF MESH AT JOINT LOCATIONS DOWEL BARS PERPENDICULAR TO THE JOINT FACE.
CONTROL JOINT DETAIL (C.J.)
PROVIDE AT 3m MAX CENTRES
NEW TO EXISTING JOINT DETAIL (C.C.)
0 0.2 0.4 0.6m
0 0.2 0.4 0.6m
Scale 1:10 @A1
Scale 1:10 @A1
175mm THICK REINFORCED CONCRETE RAMPS 175mm THICK REINFORCED CONCRETE DECK
1 x N12 TRIMMER
ENSURE 25mm STEP DOWN LAP 450
175
TO EXISTING SURFACE NOTES:
x)
RAMP 1 IN 12.5 (ma 1. CONTRACTOR HAS ALTERNATE OPTION TO USE 200mm
EXISTING ASPHALT SURFACING
THICK SLAB THROUGHOUT RATHER THAN 175mm THICK
WITH 250mm THICKENINGS
EXISTING PAVEMENT EXISTING PAVEMENT
2. FOR PATHWAY JOINTS DETAILS REFER TO IPWEAQ
STANDARD DRAWING RS-065(F)
250
SAWCUT AND REMOVE EXISTING DOWEL EXPANSION JOINT (EJ)
PAVEMENT TO KEY IN RAMP (ET) 2 x N12 TRIMMERS
LAP 450
RAMP DETAIL
NOT TO SCALE
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] CONCRETE JOINT DETAILS C15 B