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Attachment C -Proposed Carparking
COOROY HINTERLAND PLAYGROUND CARPARKING UPGRADE WORKS LOCATION OF PROPOSED WORKS CARPARK AREA 2 REFER SHEET C12 MARY RIVER RD | | LOCATION OF PROPOSED WORKS MAINTENANCE ACCESS REFER SHEET C11 LOCATION OF PROPOSED WORKS CARPARK AREA 1 __| REFER SHEET C10 LOCATION OF PROPOSED WORKS RAISED CROSSING REFER SHEET C09 J APEX PARK LOCATION OF PROPOSED WORKS _| CARPARK AREA 3 | REFER SHEET C14 LOCATION OF PROPOSED WORKS PATHWAY CONNECTION REFER SHEET C13 ANIT 1IV4 LSVOD HLYON PROJECT INDEX DMR SD-116 $D:9006 LOCALITY PLAN REFER ALSO TO DESIGN & Existing LEGENDS ON SHEET C01 DRAWING NUMBER IPWEAQ RS-51H IPWEAQ RS-65F IPWEAQ RS-80F IPWEAQ RS-170G SHEET REVISION SHEET DESCRIPTION coo B PROJECT COVER SHEET co1 B DESIGN AND EXISTING LEGENDS co02 B GENERAL NOTES C03 B TYPICAL SECTIONS C04 B SETOUT PLAN - SHEET 1 of 2 co5 B SETOUT PLAN - SHEET 2 of 2 C06 B SETOUT TABLES C07 B EXISTING, DEMO & SEDIMENT CONTROL PLAN 1 of 2 C08 B EXISTING, DEMO & SEDIMENT CONTROL PLAN 2 of 2 cog B DESIGN FEATURES - RAISED CROSSING c10 B DESIGN FEATURES - CARPARK AREA 1 c11 E MAINTENANCE ACCESS PLAN C12 B DESIGN FEATURES - CARPARK AREA 2 C13 B DESIGN FEATURES - CARPARK AREA 3 C14 B CONCRETE JOINT DETAILS STANDARD DRAWINGS DESCRIPTION VEHICLE CROSSINGS - HEAVY DUTY CONCRETE PATHWAYS - CONSTRUCTION DETAILS KERB AND CHANNEL PROFILES AND DIMENSIONS PAVEMENT EXTENSION - WIDENING AND TRENCHING SUB SOIL DRAINS - OUTLETS AND CLEANOUTS KERB RAMP AND PEDESTRIAN REFUGE STANDARD DRAWING LOCATIONS: COUNCIL: https:/www.noosa.qid.gov.au/standard-drawings DTMR: http://www.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 DATE: / SIGNED: / 2019 ENGINEERING CERTIFICATION 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 all relevant Council Policies, References, Standards, Planners and Design Instruction, Code of Practice, Guidelines, DTMR Specifications(applicable to this Project) and Brief/Functional Specifications. E PSMNo| 138979 158664 e DRA FT (AHD) RL| 106.960 | 106.277 At B |22/01/2020 | DRAFT ISSUE M.T. | C.E. [SURVEYED| ACRAMPTON 08/2018 A 15/08/2019 ISSUED FOR REVIEW M.T. | C.E. DRAWN BL'HUILLIER 08/2018 Rv 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] i MENeres\ @ | COUNCIL SIGNED: DIRECTOR INFRASTRUCTURE SERVICES RPEQ No.: DATE: / / 2019 MAPLE STREET . COOROY Capital Project Number HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE 0000583 UPGRADE WORKS Sheet No. - Revision No. PROJECT COVER SHEET Coo B ALL DRAWINGS TO BE PRINTED IN COLOUR! FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:22/Jan/2020 BY:blhuillier
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Page 2
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.
OF ALL VARIATIONS ARISING FROM THE CLARIFICATION OF THE · ADJACENT TO STREAM BANKS. 2. EXISTING CONCRETE IS INSTRUCTED TO BE REMOVED, IT SHALL BE
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: 12. TACTILE GROUND SURFACE INDICATORS (TGSIs) WARNING AND
FILLING, COMPACTION AND TESTING, IS TO BE UNDERTAKEN IN · 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:
DRAFT MAPLE STREET - COOROY
E PSM No 138979 | 158664 Capital Project Number
D NOOSA COUNCIL INFRASTRUCTURE
0000583
A1
(AHD) RL 106.960 | 106.277
C PLANNING, DESIGN & DELIVERY HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE
B 22/01/2020 DRAFT ISSUE M.T. C.E. SURVEYED A CRAMPTON 08 / 2018
A 15/08/2019 ISSUED FOR REVIEW M.T. C.E. DRAWN B L'HUILLIER 08 / 2018
PO Box 141 Tewantin, TEWANTIN QLD 4565 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
MIN. 100mm TYPE 2.3 (MRTS05) PAVEMENT
EP 2. Barrier lines
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
DRAFT MAPLE STREET - COOROY
E PSM No 138979 | 158664 Capital Project Number
D NOOSA COUNCIL INFRASTRUCTURE
0000583
A1
(AHD) RL 106.960 | 106.277
C PLANNING, DESIGN & DELIVERY HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE
B 22/01/2020 DRAFT ISSUE M.T. C.E. SURVEYED A CRAMPTON 08 / 2018
A 15/08/2019 ISSUED FOR REVIEW M.T. C.E. DRAWN B L'HUILLIER 08 / 2018
PO Box 141 Tewantin, TEWANTIN QLD 4565 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
existing turfed
carparking area
TURFED SWALE
WIDTH VARIES
BACKING
ae PARKING SPACE AISLE
1 4.80m 8.47m
LOWER MILL SITE
VARIES | 2.10m
TYPE B1 KERB AND CHANNEL,
DEEP LIFT PAVEMENT REPLACEMENT
|
41.4%
LOWER MILL AREA - CARPARK AREA 2
SECTION (a
SCALE 1:50
EXISTING | COOROORA
AISLE EXISTING PARKING SPACES. PATHWAY i
7.78m 5.29m 2.00m WOODWORKERS
isting turfed
carparking area TURFED SWALE DRAIN | CLUB
— —_ fo — —__
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
PROPOSED LANDSCAPING / LIGHTING ALONG BUFFER scaLets0 \Ct2/
BETWEEN PATHWAY AND KERB AND CHANNEL AISLE TYPE ER2 EDGE RESTRAINT
“cn 6.00
pei aialie AY m ROAD EDGE GUIDE POST
a oe - AT 6m CENTRES
TURFED SWALE DRAIN -
OUTLET TO EXISTING BIO BASIN
PROPOSED CONCRETE PATHWAY}
150mm THICK CONCRETE —
SL72 MESH CENTRALLY PLACED TYPE B2 KERB ONLY qd
PLAIN GREY - BROOM FINISH
ROADWAY PAVEMENT - REFER DETAILS ON SHEET C01
OVERFLOW AREA - CARPARK AREA 3
SECTION /c
PROPOSED CONCRETE PATHWAY SCALE 1:50
150mm THICK CONCRETE
SL72 MESH CENTRALLY PLACED
PLAIN GREY - BROOM FINISH 10mm HIGH WHEELSTOP
PATHWAY PARKING SPACE AISLE PARKING SPACE
4.80m TYPE ER2 EDGE RESTRAINT
existing turfed
carparking area TURFED SWALE DRAIN -
ae OUTLET TO EXISTING BIO BASIN
= r 3.0%
NOTES: Sf
4. REFER ALSO TO DESIGN & EXISTING LEGENDS ON ROADWAY PAVEMENT - REFER DETAILS ON SHEET C01
SHEET Cot ——= TYPE ER2 EDGE RESTRAINT
2. REFER TO SHEET C06 FOR DESIGN SETOUT TABLES. OVERFLOW AREA - CARPARK AREA 3
3. REFER DEMOLITION PLANS ON SHEETS C07 & C08
FOR FURTHER DETAILS. SECTION /D\ oe
4. REFER TO SHEET C15 FOR CONCRETE JOINT DETAILS SCALE 1:50 (ers) Scale 1:50 @A1
E PSMNo] 138979] 158664 a Capital Project Number
D DRA FT a ese ee NOOSA COUNCIL INFRASTRUCTURE wm y MAPLE STREET - COOROY 0000583
At s souz020 | DEAFTISSHE wt. | ce, SURVEYED) ~ACRAMPTON 08/2018 PLANNING, DESIGN & DELIVERY NOOSA HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE
A |15/08/2019 | ISSUED FOR REVIEW Mt. | CE. DRAWN] BUHUILLIER 08/2018 PO Box 141 Tewantin, TEWANTIN QLD 4565 mr im COUNCIL UPGRADE WORKS Sheet No._- Revision No.
Ri DATE REVISIONS REG [APPR CHECKED ph:(07) 5329 6500 | email: [email protected] TYPICAL SECTIONS C03 B
ALL DRAWINGS TO BE PRINTED IN COLOUR!
FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:22/Jan/2020 BY:blhuillier
Page 5
ALL DRAWINGS TO BE PRINTED IN COLOUR!
SURVEY STATION TABLE EA
MA
SE
RA
No. Type Easting Northing RL M
EN
RA
171409 PSM 490916.308 7078431.177
138979 PSM 491044.469 7078226.662
106.427
106.960
T
ST
158664 PSM 490943.184 7078503.830 106.277
RE
9901 Screw 491104.085 7078349.405
9902 Screw 491052.632 7078307.426
106.247
106.498 LOT 1 LOT 2
E
9903 Screw 491057.274 7078379.832 104.996
RP 153299 RP 153299
T
9904 Screw 491044.694 7078433.247 105.650
9905 Screw 491028.624 7078485.442 106.668 MILL PLACE
9906 Screw 491002.615 7078517.379 106.193
9907 Picket 490969.384 7078351.532 107.014
9908 Screw 490983.451 7078311.700
9909 Screw 491024.025 7078266.956
106.135
106.336
LOT 3
9910 Screw 491035.998 7078253.589
9911 Screw 490963.806 7078253.258
106.484
106.220
SP 230055
9912 Nail 490987.335 7078227.766
9913 Screw 490935.428 7078480.724
106.672
106.408
LOCATION OF PROPOSED WORKS LIBRARY
9914 Screw 490937.514 7078452.071
9915 Screw 490930.574 7078430.285
106.280
106.416
MAINTENANCE ACCESS CARPARK
9916 Screw 490897.761 7078409.476 106.630 REFER SHEET C11
9917 Screw 490901.285 7078381.058 106.639
9918 Screw 490944.152 7078493.443 106.289
9919 Screw 490952.691 7078463.755 106.254 ALIGNMENT STRING "DW01"
1136 Screw 491123.155 7078376.123
2904 Screw 490989.709 7078269.645
105.984
106.138 5
COOROY
3354 Screw 490980.123 7078289.152 106.461
.1135
27.3
CT 27 ALIGNMENT STRING "LM01" LIBRARY
5517 Screw 490900.513 7078381.015 106.619
5231 Nail 490917.121 7078432.476 106.415 .5
77
23
2558 Bolt 490962.025 7078362.897 106.927 TC
5463 Peg 490949.004 7078425.204 106.368
15
.88
9
0.0
00 ALIGNMENT STRING "MT01"
CT
81
12.9
48
TC
3.4
TC
FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:10/Feb/2020 BY:blhuillier
24
00
5.7
CC 9.253
0.0
CT
27.490
9
TC 65.63
98
.281
12.7
R 96.451 26
L 18.0
0.768
L6 L 8.777
CT 95
5
L 18.237
.87
48.258
CT 46.26
.000
TC 8.281
8 R
R -95.851 R -150
6
-5.
.04
TC 10
00
107.860
94
0
CT 6.904
99.083
10
.739 12 .868
8.239
L 14.7
29
1140.000 R L 13
6.913
CT 45.3
63
94
.7
78.324
00
4.6529
2. .01
47
00 1 00.0
TCT 4.
TC 2
L 14.7 R -1
72
CT
0
CT 2
C 53
20.0
4.267
CC 2.265
CC 4
1
25
1
L 9.59
CT
.61
4
.94
R -5.000 1 27
45
TC 46.9
0 L 0.8
85
63
R -5.000 .50
TC
13.0
R -10.
CT R7
131.929
000
43
R -111.589
.827
TC
.2
0
38.709
24
0.00
TC 0
18
R -111.439 L
TC 77.926
8
6.488
65.219
.4
76
8.
.58
10
72
73 5
1.9
00
.8
136
82.597
0
CT
28
55
CT 10
18.99
0.0
75.6669
58.4
.10
TC
36
2
CC 26.80
23.340
30.291
CC 31.065
62
50.452
42.340
38.058
33.525
RD
46.217
45.582
51.9
35
04
17.5
MA
12.4
R 39.7 R -10.516
R
1
81 R 39.781
.31
E
CT
11
RIV LOCATION OF PROPOSED WORKS PL
0
TC
.00 5
R-
24
RY E
8.8
CO CARPARK AREA 1
ST
MA O REFER SHEET C10 ALIGNMENT STRING "MC01" RE
RO ET
00
0.0
Y APEX PARK ALIGNMENT STRING "FP03"
CR
E EK
LOT 206 LOCATION OF PROPOSED WORKS PSM 138979
MCH 2365 RAISED CROSSING
REFER SHEET C09
NOTES:
1. REFER ALSO TO DESIGN & EXISTING LEGENDS ON SHEET C01.
0 5 10 15m
2. REFER ALSO GENERAL NOTES ON SHEET C02
3. REFER TO SHEET C06 FOR DESIGN SETOUT TABLES. Scale 1:250 @A1
DRAFT MAPLE STREET - COOROY
E PSM No 138979 | 158664 Capital Project Number
D NOOSA COUNCIL INFRASTRUCTURE
0000583
A1
(AHD) RL 106.960 | 106.277
C PLANNING, DESIGN & DELIVERY HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE
B 22/01/2020 DRAFT ISSUE M.T. C.E. SURVEYED A CRAMPTON 08 / 2018
A 15/08/2019 ISSUED FOR REVIEW M.T. C.E. DRAWN B L'HUILLIER 08 / 2018
PO Box 141 Tewantin, TEWANTIN QLD 4565 UPGRADE WORKS Sheet No. - Revision No.
Rv DATE REVISIONS REC. APPR. CHECKED ph:(07) 5329 6500 | email: [email protected] SETOUT PLAN - SHEET 1 of 2 C04 B
Page 6
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
CARPARK AREA 3
53
39
.1
.8
9907 Picket 490969.384 7078351.532 107.014
61
07
TC 37.013
42
.0
9908 Screw 490983.451 7078311.700 106.135 REFER SHEET C14
53
9909 Screw 491024.025 7078266.956 106.336 .000
R 5.000
R- R -5
66.259
20.0
9910 Screw 491035.998 7078253.589 106.484 00
9911 Screw 490963.806 7078253.258 106.220
102.745 9.000
L 9.000
ALIGNMENT STRING "DG01"
5
TC 25.44
00
9912 Nail 490987.335 7078227.766 106.672 317°54'47"
30.7
R
TC 0
9913 Screw 490935.428 7078480.724 106.408
0
.0 5
R
CT 30.840
9914 Screw 490937.514 7078452.071 106.280
9915 Screw 490930.574 7078430.285 106.416 R -20.
00 .0
-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
TC
CT 48.293 CT 30.840
0
9918 Screw 490944.152 7078493.443 106.289 .00
98
-13
.000 6
0
R 9.00
.01
.0
R -1
R
9919 Screw 490952.691 7078463.755 106.254
13
20
TC
CT
14
1136 Screw 491123.155 7078376.123 105.984
95.456
00
TC 50.485
.3
5
-9.
51
R
00
2904 Screw 490989.709 7078269.645 106.138
T
R 1.0
C
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 1.00
3.19
0
5
0
20
.77
6
52
ALIGNMENT STRING "SWD 2 2"
.
57
18
.0
14
CT
5
PROPOSED WORKS
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
"RITEK" LAYOUT
(REFER SETOUT TABLE ON SHEET C16) 00
23
0.00 0.0
TC
65 0
.2
6
PATHWAY CONNECTION
25
99
R -3.950
AREA AND CARPARK
6.
CT
0.
00
0 REFER SHEET C13
0.
00
0
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.
00
M CARPARK AREA 2
0
IL REFER SHEET C12
L 9
09
RD
8.
0.
000
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
DRAFT MAPLE STREET - COOROY
E PSM No 138979 | 158664 Capital Project Number
D NOOSA COUNCIL INFRASTRUCTURE
0000583
A1
(AHD) RL 106.960 | 106.277
C PLANNING, DESIGN & DELIVERY HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE
B 22/01/2020 DRAFT ISSUE M.T. C.E. SURVEYED A CRAMPTON 08 / 2018
A 15/08/2019 ISSUED FOR REVIEW M.T. C.E. DRAWN B L'HUILLIER 08 / 2018
PO Box 141 Tewantin, TEWANTIN QLD 4565 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 7
ALL DRAWINGS TO BE PRINTED IN COLOUR!
SETOUT TABLE - KERB MT01 (MAPLE ST) SETOUT TABLE - KERB MC01 (MAPLE ST) SETOUT TABLE - FP01 (LOWER MILL SITE) SETOUT TABLE - FP03 (APEX PARK)
CHAINAGE EASTING NORTHING HEIGHT RADIUS CHAINAGE EASTING NORTHING HEIGHT RADIUS CHAINAGE EASTING NORTHING HEIGHT CHAINAGE EASTING NORTHING HEIGHT RADIUS
0.000 490983.477 7078328.737 106.409 0.000 491026.051 7078282.969 106.206 0.000 491038.048 7078454.218 105.543 0.000 491040.109 7078242.221 106.662
1.132 490982.372 7078328.109 106.401 R = 2.000 0.827 491025.618 7078283.673 106.206 22.815 491042.558 7078431.854 105.768 8.824 491038.287 7078250.855 106.606
2.265 490981.334 7078328.843 106.417 5.622 491022.889 7078288.100 106.155 R = -10.000 11.311 491037.686 7078253.268 106.518
3.397 490980.296 7078329.577 106.417 R = 2.000 10.418 491017.697 7078288.407 106.011 SETOUT TABLE - FP02 (CARPARK AREA 3) 11.858 491037.553 7078253.801 106.499 -5.000
4.529 490980.521 7078330.828 106.427 18.990 491009.140 7078288.915 106.186 CHAINAGE EASTING NORTHING HEIGHT RADIUS 12.404 491037.308 7078254.292 106.480
4.694 490980.550 7078330.991 106.435 36.109 490998.791 7078302.552 106.233 0.000 491037.531 7078457.364 105.530 17.535 491035.016 7078258.882 106.298
5.799 490980.748 7078332.096 106.490 R = 5.000 38.709 490998.945 7078305.147 106.200 0.044 491037.574 7078457.372 105.529 19.262 491034.345 7078260.490 106.278 -10.516
6.904 490981.400 7078333.011 106.545 43.224 491003.452 7078304.880 106.139 3.150 491041.475 7078458.040 105.458 R = -3.950 20.989 491033.190 7078261.795 106.259
8.281 490982.199 7078334.133 106.614 43.746 491004.040 7078304.845 106.125 R = -0.900 6.256 491040.799 7078461.939 105.389 22.165 491032.408 7078262.680 106.256 -10.516
8.767 490982.565 7078334.646 106.634 R = 0.600 44.267 491004.307 7078305.370 106.113 14.052 491039.467 7078469.621 105.317 23.340 491031.449 7078263.369 106.253
9.253 490983.059 7078334.256 106.640 44.789 491004.574 7078305.895 106.106 R = -0.900 16.414 491039.009 7078472.262 105.319 R = -4.000 25.071 491029.932 7078264.205 106.255 39.781
18.371 490990.243 7078328.595 106.563 R = 96.451 45.310 491004.201 7078306.350 106.107 18.775 491036.393 7078472.843 105.383 26.802 491028.494 7078265.171 106.258
27.490 490996.234 7078321.684 106.474 46.925 491003.175 7078307.598 106.121 23.355 491031.922 7078473.835 105.507 28.546 491027.045 7078266.143 106.278 39.781
37.874 491002.928 7078313.746 106.351 R = -8007.913 47.327 491002.902 7078307.931 106.127 R = -0.900 24.080 491031.057 7078474.027 105.527 R = 1.000 30.291 491025.686 7078267.239 106.299
48.258 491009.643 7078305.825 106.262 47.729 491002.471 7078307.926 106.135 24.805 491031.144 7078474.909 105.520 30.678 491025.390 7078267.488 106.303 48.827
55.635 491014.301 7078300.103 106.242 R = 254.927 55.872 490994.329 7078307.845 106.331 40.383 491032.669 7078490.413 105.301 31.065 491025.097 7078267.741 106.308
63.011 491018.620 7078294.120 106.222 55.916 490994.281 7078307.844 106.332 R = 0.100 44.338 491033.081 7078494.593 105.246 R = -9.500 32.295 491024.167 7078268.546 106.322 48.827
63.611 491018.133 7078293.769 106.192 55.961 490994.250 7078307.881 106.333 48.293 491030.265 7078497.711 105.225 33.525 491023.278 7078269.397 106.336
70.967 491013.826 7078299.735 106.212 R = -254.327 60.590 490991.302 7078311.453 106.394 R = -111.589 50.485 491028.796 7078499.337 105.233 38.058 491019.939 7078272.462 106.357
78.324 491009.181 7078305.442 106.232 65.219 490988.068 7078314.768 106.447 50.899 491028.501 7078499.663 105.244 R = -1.000 42.340 491016.786 7078275.360 106.379
88.703 491002.469 7078313.359 106.319 R = 8008.513 71.573 490983.623 7078319.319 106.506 R = -107.611 51.314 491028.062 7078499.667 105.258 45.582 491014.505 7078277.664 106.396
99.083 490995.778 7078321.295 106.444 77.926 490978.673 7078323.314 106.563 56.675 491022.700 7078499.707 105.440 46.217 491014.067 7078278.124 106.399
103.472 490992.901 7078324.613 106.489 R = -95.851 77.926 490978.673 7078323.314 106.563 57.089 491022.261 7078499.710 105.454 R = 1.000 50.452 491011.116 7078281.161 106.363
107.860 490989.733 7078327.654 106.531 81.935 490975.218 7078326.103 106.598 R = 7.500 57.504 491021.966 7078500.037 105.468 51.962 491010.287 7078282.423 106.351
FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:10/Feb/2020 BY:blhuillier
111.300 490987.050 7078330.765 106.522 R = -5.000 85.944 490976.001 7078330.473 106.634 95.456 490996.528 7078528.202 58.428 491009.054 7078288.770 106.297
114.739 490983.477 7078328.737 106.409 94.046 490977.431 7078338.448 75.666 490998.638 7078302.505 106.344
SETOUT TABLE - DG01 (CARPARK AREA 3) 82.597 490994.140 7078307.779 106.443
CHAINAGE EASTING NORTHING HEIGHT RADIUS 82.601 490994.137 7078307.782 106.444 0.250
SETOUT TABLE - LM01 (MAPLE ST) SETOUT TABLE - ALIGNMENT (CUL DE SAC)
0.000 491040.047 7078478.908 104.450 82.605 490994.135 7078307.785 106.444
CHAINAGE EASTING NORTHING HEIGHT RADIUS CHAINAGE EASTING NORTHING HEIGHT RADIUS 10.771 491040.133 7078489.678 104.397 87.228 490991.190 7078311.353 106.505 -111.439
0.000 491034.323 7078276.566 106.421 0.000 491000.313 7078531.620 105.407 R= 91.851 490987.960 7078314.664 106.557
17.717 491040.854 7078497.003 104.362
8.782 491030.409 7078284.443 106.406 R = -128.200 0.000 491000.313 7078531.620 105.407 -17.000
91.851 490987.960 7078314.664 106.557
17.563 491025.456 7078291.710 106.435 6.549 490995.760 7078536.662 105.458 R = -20.000 24.663 491036.006 7078502.541 104.328
98.195 490983.522 7078319.208 106.614 -107.460
28.060 491019.505 7078300.365 106.455 R = -259.127 27.314 491034.075 7078504.747 104.314 R = 5.000
13.098 490989.077 7078537.887 105.497 104.540 490978.579 7078323.197 106.670
38.557 491012.873 7078308.509 106.481 29.966 491035.056 7078507.509 104.301
13.098 490989.077 7078537.887 105.497 104.554 490978.568 7078323.206 106.670
48.971 491006.140 7078316.453 106.549 R = 8003.713 32.617 491036.038 7078510.271 104.288 R = 5.000
19.775 490980.963 7078539.375 105.524 R = 9.000 105.521 490977.811 7078323.817 106.679 7.000
59.384 490999.426 7078324.414 106.672
26.452 490981.740 7078547.588 105.539 35.268 491038.927 7078510.764 104.275
68.523 490993.426 7078331.339 106.759 R = -100.651 106.488 490977.249 7078324.612 106.687
26.452 490981.740 7078547.588 105.539 40.282 491043.870 7078511.606 104.250
77.661 490986.273 7078337.067 106.814 116.812 490971.290 7078333.042 106.779
33.130 490982.517 7078555.800 105.540 R = 9.000
83.831 490981.354 7078340.826 106.842 R = -60.752 SETOUT TABLE - DG02 (CARPARK AREA 3) 117.211 490971.059 7078333.369 106.785 -5.000
90.001 490975.777 7078343.515 106.868 39.807 490990.766 7078555.740 105.530 117.610 490970.779 7078333.655 106.790
92.384 490973.691 7078344.668 106.874 R = -109.770 46.484 490999.015 7078555.679 105.509 R = 9.000 CHAINAGE EASTING NORTHING HEIGHT RADIUS 128.211 490963.361 7078341.227 106.925
94.767 490971.557 7078345.730 106.882 53.161 490999.672 7078547.456 105.478 128.655 490963.049 7078341.545 106.931 -5.000
0.000 491009.553 7078539.965 105.359
59.710 491000.212 7078540.684 105.436 R = -20.000 129.100 490962.686 7078341.804 106.936
37.013 491034.361 7078512.497 104.860
66.259 491004.766 7078535.642 105.384
SETOUT TABLE - MC02 (CARPARK 3) 38.904 491035.693 7078511.022 104.848 R = -5.000 131.929 490960.380 7078343.442 106.973
CHAINAGE EASTING NORTHING HEIGHT RADIUS 40.795 491037.673 7078510.864 104.835
0.000 491034.192 7078470.150 105.457
SETOUT TABLE - KERB MT03 (CARPARK 2) 42.053 491038.927 7078510.764 104.826
CHAINAGE EASTING NORTHING HEIGHT
SETOUT TABLE->SWD 2 1 (CARPARK AREA 3)
20.016 491036.152 7078490.070 105.315
25.428 491036.715 7078495.791 105.276 R = -13.000 0.000 490995.721 7078473.616 105.798 SETOUT TABLE->SWD 2 2 (CARPARK AREA 3) CHAINAGE EASTING NORTHING HEIGHT
30.840 491032.863 7078500.057 105.248 4.650 490996.529 7078469.037 106.098
0.000 490969.219 7078467.798 106.023
102.745 490984.668 7078553.419 35.963 491027.385 7078474.364 105.460 CHAINAGE EASTING NORTHING HEIGHT
57.200 491025.571 7078477.613 105.146
0.000 491026.008 7078475.101 105.421
60.634 491028.844 7078476.576 104.750
3.196 491028.844 7078476.576 104.750
DRAFT MAPLE STREET - COOROY
E PSM No 138979 | 158664 Capital Project Number
D NOOSA COUNCIL INFRASTRUCTURE
0000583
A1
(AHD) RL 106.960 | 106.277
C PLANNING, DESIGN & DELIVERY HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE
B 22/01/2020 DRAFT ISSUE M.T. C.E. SURVEYED A CRAMPTON 08 / 2018
A 15/08/2019 ISSUED FOR REVIEW M.T. C.E. DRAWN B L'HUILLIER 08 / 2018
PO Box 141 Tewantin, TEWANTIN QLD 4565 UPGRADE WORKS Sheet No. - Revision No.
Rv DATE REVISIONS REC. APPR. CHECKED ph:(07) 5329 6500 | email: [email protected] SETOUT TABLES C06 B
[OCR of page images]
SETOUT TABLE - KERB MT01 (MAPLE ST) SETOUT TABLE - KERB MC01 (MAPLE ST) SETOUT TABLE - FP01 (LOWER MILL SITE) SETOUT TABLE - FP03 (APEX PARK) x
°
CHAINAGE| EASTING |NORTHING) HEIGHT RADIUS CHAINAGE| EASTING |NORTHING| HEIGHT RADIUS CHAINAGE EASTING NORTHING HEIGHT CHAINAGE| EASTING |NORTHING| HEIGHT |RADIUS 3
0.000 490983.477 | 7078328.737 | 106.409 0.000 491026.051 | 7078282.969 | 106.206 0.000 491038.048 7078454.218 105.543 0.000 491040.109 | 7078242.221| 106.662 °
1.132 490982.372 | 7078328.109 | 106.401 R = 2.000 0.827 491025.618 | 7078283.673 | 106.206 22.815 491042.558 7078431.854 105.768 8.824 491038.287 | 7078250.855 | 106.606 z
2.265 490981.334 | 7078328.843 | 106.417 5.622 491022.889 | 7078288.100 | 106.155 R = -10.000 11.311 491037.686 | 7078253.268 | 106.518 a
3.397 490980.296 | 7078329.577 | 106.417 R = 2.000 10.418 491017.697 | 7078288.407 | 106.014 SETOUT TABLE - FP02 (CARPARK AREA 3) 11.858 491037.553 | 7078253.801| 106.499 6.000 |[5
4.529 490980.521 | 7078330.828 106.427 18.990 491009.140 | 7078288.915 106.186 CHAINAGE| EASTING |NORTHING| HEIGHT | RADIUS 12.404 491037.308 | 7078254.292 106.480 re
4.694 490980.550 | 7078330.991 | 106.435 36.109 490998.791 | 7078302.552 | 106.233 0.000 491037.531 | 7078457.364 ] 105.530 17.535 491035.016 | 7078258.882 | 106.298 w
5.799 490980.748 | 7078332.096 | 106.490 R = 5.000 38.709 490998.945 | 7078305.147 | 106.200 0.044 491037.574 | 7078457.372 | 105.529 19.262 491034.345 | 7078260.490 | 106.278 -10.516 5
6.904 490981.400 | 7078333.011| 106.545 43.224 491003.452 | 7078304.880 | 106.139 3.150 491041.475 | 7078458.040 | 105.458 |R=-3.950 20.989 491033.190 | 7078261.795 | 106.259 e
8.281 490982.199 | 7078334.133 | 106.614 43.746 491004.040 | 7078304.845 | 106.125 R = -0.900 6.256 491040.799 | 7078461.939 | 105.389 22.165 491032.408 | 7078262.680 | 106.256 10.516 13
8.767 490982.565 | 7078334.646 | 106.634 R = 0.600 44.267 491004.307 | 7078305.370 ] 106.113 14.052 491039.467 | 7078469.621 | 105.317 23.340 491031.449 | 7078263.369 ] 106.253 Zz
9.253 490983.059 | 7078334.256 | 106.640 44.789 491004.574 | 7078305.895 | 106.106 R = -0.900 16.414 491039.009 | 7078472.262 | 105.319 |R=-4.000 25.071 491029.932 | 7078264.205 | 106.255 39.781 =
18.371 490990.243 | 7078328.595 | 106.563 R= 96.451 45.310 491004.201 | 7078306.350 | 106.107 18.775 491036.393 | 7078472.843 | 105.383 26.802 491028.494 | 7078265.171| 106.258 x
27.490 490996.234 | 7078321.684 | 106.474 46.925 491003.175 | 7078307.598 | 106.124 23.355 491031.922 | 7078473.835 | 105.507 28.546 491027.045 | 7078266.143 | 106.278 39.781 |
37.874 491002.928 | 7078313.746 | 106.351 | R=-8007.913 47.327 491002.902 | 7078307.931] 106.127 R = -0.900 24.080 491031.057 | 7078474.027 | 105.527 | R= 1.000 30.291 491025.686 | 7078267.239 | 106.299 <
48.258 491009.643 | 7078305.825 | 106.262 47.729 491002.471 | 7078307.926 | 106.135 24.805 491031.144 | 7078474.909 | 105.520 30.678 491025.390 | 7078267.488 | 106.303 48.827
55.635 491014.301 | 7078300.103 | 106.242 | R= 254.927 55.872 490994.329 | 7078307.845 | 106.331 40.383 491032.669 | 7078490.413 | 105.301 31.065 491025.097 | 7078267.741| 106.308
63.011 491018.620 | 7078294.120 | 106.222 55.916 490994.281 | 7078307.844 | 106.332 R=0.100 44.338 491033.081 | 7078494.593 | 105.246 |R=-9.500 32.295 491024.167 | 7078268.546 | 106.322 48.827
63.611 491018.133 | 7078293.769 | 106.192 55.961 490994.250 | 7078307.881] 106.333 48.293 491030.265 | 7078497.711 | 105.225 33.525 491023.278 | 7078269.397 | 106.336
70.967 491013.826 | 7078299.735 | 106.212 | R= -254.327 60.590 490991.302 | 7078311.453 | 106.304 | R=-111.589 50.485 491028.796 | 7078499.337 | 105.233 38.058 491019.939 | 7078272.462 | 106.357
78.324 491009.181 | 7078305.442 | 106.232 65.219 490988.068 | 7078314.768 | 106.447 50.899 491028.501 | 7078499.663 | 105.244 |R=-1.000 42.340 491016.786 | 7078275.360 | 106.379
88.703 491002.469 | 7078313.359] 106.319 | R=8008.513 71.573 490983.623 | 7078319.319 | 106.506 | R=-107.611 51.314 491028.062 | 7078499.667 | 105.258 45.582 491014.505 | 7078277.664 | 106.396
99.083 490995.778 | 7078321.295 | 106.444 77.926 490978.673 | 7078323.314 ] 106.563 56.675 491022.700 | 7078499.707 | 105.440 46.217 491014.067 | 7078278.124 ] 106.399
103.472 490992.901 | 7078324.613 | 106.489 R= -95.851 77.926 490978.673 | 7078323.314 | 106.563 57.089 491022.261 | 7078499.710 | 105.454 | R= 1.000 50.452 491011.116 | 7078281.161| 106.363
107.860 490989.733 | 7078327.654 ] 106.531 81.935 490975.218 | 7078326.103 | 106.598 R=7.500 57.504 491021.966 | 7078500.037 | 105.468 51.962 491010.287 | 7078282.423 | 106.351
111.300 490987.050 | 7078330.765 | 106.522 R = -5.000 85.944 490976.001 | 7078330.473 | 106.634 95.456 490996.528 | 7078528.202 58.428 491009.054 | 7078288.770 | 106.297 g
S
114.739 490983.477 | 7078328.737 | 106.409 94.046 490977.431 | 7078338.448 75.666 490998.638 | 7078302.505 | 106.344 a
SETOUT TABLE - DG01 (CARPARK AREA 3) 82.597 490994.140 | 7078307.779 | 106.443 8
CHAINAGE| EASTING |NORTHING) HEIGHT |RADIUS 82.601 490994.137 | 7078307.782 | 106.444 0.250 |e
SETOUT TABLE - LM01 (MAPLE ST) SETOUT TABLE - ALIGNMENT (CUL DE SAC) 5
0.000 491040.047 | 7078478.908 | 104.450 82.605 490994.135 | 7078307.785 | 106.444 i
CHAINAGE | EASTING |NORTHING | HEIGHT | RADIUS CHAINAGE| EASTING |NORTHING| HEIGHT | RADIUS 10.771 491040.133 | 7078489.678 | 104.397 87.228 490991.190 | 7078311.353 | 106.505 | -111.439 |]
0.000 491034.323 7078276.566 106.421 0.000 491000.313 7078531.620 105.407 = 2
8.782 491030.409 | 7078284.443 | 106.406 R= -128.200 0.000 491000.313 | 7078531.620 | 105.407 17.717 491040.854 | 7078497.003 | 104.362 -17.000 or eet £90087, 960 | TO7ES14 684 | 108.587 :
91.851 490987.960 | 7078314.664 | 106.557 5
17.563 491025.456 | 7078291.710 106.435 6.549 490995.760 | 7078536.662 | 105.458 R = -20.000 24.663 491036.006 | 7078502.541 | 104.328 98.195 490983522 | 7078319208 | 106614. | 107400 || &
28.060 491019.505 7078300.365 106.455 R = -259.127 13.098 490989.077 7078537.887 105.497 27.314 491034.075 7078504.747 104.314 R = 5.000 104.540 490978.579 7078323197 106.670 a
38.557 491012.873 7078308.509 106.481 29.966 491035.056 | 7078507.509 104.301 - - - - s
48.971 491006.140 7078316.453 106.549 R = 8003.713 13.098 490989.077_| 7078537.887 105.497 104.554 490978.568 | 7078323.206 106.670 2
5 ; ; 5 ; 19.775 490980.963 | 7078539.375 | 105.524 R= 9.000 32.617 491036.038 | 7078510.271| 104.288 | R=5.000 qOB BDI 700077 811 | 70vEaD3 817 | 106 675 Fou TE
59.384 490999.426 7078324.414 106.672 " : : o : 2
26.452 490981.740 | 7078547.588 105.539 35.268 491038.927 | 7078510.764 104.275 106 488 490977249 | 7078324612 106.687 2
68.523 490993.426 7078331 .339 106.759 R = -100.651 40.282 491043.870 7078511.606 104.250 : “ : B g
77.661 490986.273 | 7076337.067 | 106.814 26.452 | 490981.740 | 7078547.588 | 105.539 : : : : 116.812 | 490971.290 | 7078333.042 | 106.779 3
83.831 490981.354 | 7078340826 | 106.842 | R~=-60.752 33.130__|_490982.517 | 7078555.800 | _ 105.540 R= 9.000 SETOUT TABLE - DG02 (CARPARK AREA 3) 117.211 | 490971.059 | 7078333.369 | 106.785 | -5.000 |] 3
a
90.001 490975.777 | 7078343515 | 106.868 39.807 490990.766 | 7078555.740 | 105.530 117.610 | 490970.779 | 7078333.655 | 106.790 3
92.384 490973.691 7078344.668 106.874 R= -109.770 46.484 490999.015 | 7078555.679 105.509 R=9.000 ||CHAINAGE| EASTING |NORTHING| HEIGHT | RADIUS 128.211 490963.361 | 7078341.227 106.925 g
94.767 490971.557 7078345.730 106.882 53.161 490999.672 7078547 .456 105.478 Z
—— dotbobers | yovaeavare | tom ane sa 0.000 491009.553 | 7078530.965 | 105.359 128.655 | 490963.049 | 7078341.545 | 106.931 5.000 |] 5
~ seiooe 758 sear eas voeaas ; 37.013 491034.361 | 7078512497 | 104.860 129.100 490962.686 | 7078341.804 | 106.936 g
SETOUT TABLE - MC02 (CARPARK 3) : : : : 38.904 491035.693 | 7078511.022 | 104.848 |R=-5.000||_131.929 | 490960.380 | 7078343.442 | 106.973 z
CHAINAGE] EASTING |NORTHING] HEIGHT ] RADIUS 40.795 | 491037.673 | 7078510.864 | 104.835 z
0.000 791034192 | 7078470160 | 108457 SETOUT TABLE - KERB MT03 (CARPARK 2) 42.053 491038.927 | 7078510.764 | 104.826 SETOUT TABLE->SWD 2 1 (CARPARK AREA 3) s
20.016 491036.152 | 7078490.070 | 105.315 CHAINAGE EASTING NORTHING HEIGHT =
25.428 491036.715 | 7078495.791 | 105.276 | R=-13.000 0.000 490995.721 7078473.616 105.798 SETOUT TABLE->SWD 2 2 (CARPARK AREA 3) || GHAINAGE | EASTING | NORTHING HEIGHT 2
30.840 491032.863 | 7078500.057 | 105.248 4.650 490996.529 7078469.037 106.098 0.000 490969.219 7078467.798 106.023 8
102.745 490984.668 | 7078553.419 35.963 491027.385 7078474.364 105.460 CHAINAGE EASTING NORTHING HEIGHT 57.200 491025571 7078477 613 105.146 z
a
0.000 491026.008 7078475.101 105.421 60634 791008 844 7078476 576 104-760 5
3.196 491028.844 7078476.576 104.750 8
$
E Capital Project Numbé &
D D R A F | ESM No| 1360701 150664 NOOSA COUNCIL INFRASTRUCTURE " MAPLE STREET - COOROY aolelPisiec Number |
Al c ee A aoe 08/2018 PLANNING, DESIGN & DELIVERY NOOSA HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE 0000583 é
A ligoesor9 | ISSUED FOR REVIEW Mt. | GE. |-peawnl "BLHULLIER oy 2018 PO Box 141 Tewantin, TEWANTIN QLD 4565 ~@ | COUNCIL UPGRADE WORKS Smee No Revision. 2
a DATE REVISIONS REC |ApPR| CHECKED ph:(07) 5329 6500 | email: [email protected] SETOUT TABLES C06 Ble
z=
Page 8
1D] A (L
BEFORE YOU DIG
Personal Protective
HANDS.
SAFETY OFFICER
Equipment
HEAD
EYES
EARS
BODY
FEET
53296278
»
existing sewer
_ pump station
is
PROPOSED MAINTENANCE
ACCESS - EARTHWORKS AREA
ERS
EXISTING CONCRETE PATHWAY TO
BE DEMOLISHED AND REMOVED
PAC
A
EXISTING
PROPOSED
HINTERLAND
PLAYGROUND
CROSSING TO LOWER MILL SITE
Ee
PEDESTRIAN CREEK
ae
\
\
COOROY
LIBRARY
PROPOSED SAW:
CUTS INTO
EXISTING PAVEMENT
4
= a
LO TSF
PROVIDE SEDIMENT PROTECTION
TO ALL STORMWATER INLETS
3 - < RSD
~~ we — . SSN €
a“ ™ [/ ~~ Sf \\ x
Oo {ff 7 N)I &
TREES TO BE REMOVED EXISTING SEAT AND ~
O° ) APEX PARK SLAB TO BE REMOVED K
/ (0) M Y
PROPOSED CARPARK / /| SS EXISTING CONCRETE PATHWAY TO
| - EARTHWORKS AREA y a // | BE DEMOLISHED AND REMOVED
Le ee mn SN
REFER ALSO TO DESIGN & Existing LEGENDS ON SHEET C01
PX
Scale 1:250 @A1
10 15m
EROSION & SEDIMENT CONTROL LEGEND.
BARRIER (SEDIMENT) FENCE =» B
(20m RUNS)
on. 1. o
on ( ji I I o
ee a ee ee
= a
SEDIMENT FENCE, SOCK FILTERS KERB SIDE TURF
GEOTEXTILE INLET FILTERS, ETC. STRIPS
DEMOLITION LEGEND:
REMOVE LINEAR FEATURES DOOOOOOO*K
OLD PIPES, KERBS, RAMPS,
FENCES PATH SLABS ETC.
REMOVE OBJECTS / FEATURES __:
OLD CATCHPITS, MANHOLES,
ENDWALLS, PHONE BOOTHS,
BUS SHELTERS ETC.
REMOVE
Specify
REMOVE OLD LINE MARKING DOOOOOOK
EARTHWORKS AREAS
SERVICE LOCATIONS
It is the responsibility of the Contractor to
contact the relevant service authorities to
ascertain the exact location of services
prior to construction.
TELECOMMUNICATIONS
SERVICE PROVIDERS
YEsyg| Telstra
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS.
melstra
AUSTRALIA
WARNING: OPTIC FIBRE
EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE
VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO
BE CONFIRMED PRIOR TO START OF CONSTRUCTION.
DANGER !!
OVERHEAD
ELECTRIC CABLES
OVERHEAD ELECTRICITY CABLES
EXIST IN THIS VICINITY. CONTACT
ENERGEX WHERE CABLE
CLEARANCE IN COMPROMISED BY
MACHINERY.
Al
NO
OSA COUNCIL INFRASTRUCTURE
PLANNING, DESIGN & DELIVERY
lee! NOOSA
PO Box 141 Tewantin, TEWANTIN QLD 4565
! @ | COUNCIL
E PSMNo| 138979 158664
e DRA FT (AHD) RL| 106.960 | 106.277 i
B |22/01/2020 | DRAFT ISSUE M.T. | C.E, [SURVEYED| —ACRAMPTON 08/2018
A |15/08/2019 ISSUED FOR REVIEW M.T. | C.E. DRAWN BL'HUILLIER 08/2018
Rv DATE REVISIONS REC. |APPR.| CHECKED
ph:(07) 5329 6500 | email: [email protected]
MAPLE STREET - COOROY
HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE
UPGRADE WORKS
EXISTING, DEMO & SEDIMENT CONTROL PLAN 1 of 2
Capital Project Number
0000583
Sheet No.
C07
- Revision No.
B
ALL DRAWINGS TO BE PRINTED IN COLOUR!
5
\\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:22/Jan/2020 BY:blh
wi
=
rz
Page 9
PROPOSED CARPARK
- EARTHWORKS AREA
PROVIDE SEDIMENT BARRIER
ALONG EDGE OF VEGETATION
QO
EROSION & SEDIMENT CONTROL LEGEND.
BARRIER (SEDIMENT) FENCE 5 -—
(20m RUNS)
on™, P= 4 . ”
ty 4 ) i I I e
fe bed ete elo
SEDIMENT FENCE, SOCK FILTERS
KERB SIDE TURF
B eo
/ / \
existing 9300 rcp / J ,
existing @525 rcp
\
\
existing concrete parking areas
existing asphalt parking area
PROPOSED SAWCUT INTO
EXISTING PAVEMENT
C
existing @300 rcp
N
COOROORA
0 5 10
|
15m
WOODWORKERS CLUB >
) co
EXISTING PEDESTRIAN CREEK
CROSSING TO PROPOSED PLAYGROUND
3 GEOTEXTILE INLET FILTERS, ETC. STRIPS
Om Be B LO
ist track °—— 8 — B ae DEMOLITION LEGEND
existing gravel trac! - . . _ :
and turnaround Coe nf BS . existing bioretention BEFORE YOU DIG eee
X existing @525 rep “ Yo o REMOVE LINEAR FEATURES DOOOOOORK
SoS mane OLD PIPES, KERBS, RAMPS,
x W7ilp | FENCES PATH SLABS ETC.
Pit lt
f I <( /
see “hese “X\ Soe Awe NS
NN _ ENDWALLS, PHONE BOOTHS,
* <<a a BUS SHELTERS ETC.
_ HUTS Personal Protective ;
3 PROVIDE SEDIMENT PROTECTION p<J|//>///!: eS ( REMOVE OLD LINE MARKING DOOOOOOO}
——— TO ALL STORMWATER INLETS NU XS Equipment \
————S —— X pea S EARTHWORKS AREAS
» \ EARS {
"RITEK" LAYOUT AREA * . C © mos Bopy
AND CARPARK Je
a=
U © pA] Feer od SERVICE LOCATIONS
s PROVIDE SEDIMENT BARRIER LU aI SAFETY OFFICER It is the responsibility of the Contractor to
/ ALONG EDGE OF VEGETATION S \ TS J contact the relevant service authorities to
/ ~ — 53296278 ‘nth location of
d ascertain the exact location of services
j EXISTING TURFED _~ , prior to construction.
/ CARPARKING AREA & / /
/ / ’
PROPOSED CARPARK /
/ f existing @525 rcp - EARTHWORKS AREA XQ / y TELECOMMUNICATIONS
P * © PROPOSED FOOTPATH- / SERVICE PROVIDERS
EARTHWORKS AREA é i ——,—
/; XGsus| elstra
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS.
melstra
AUSTRALIA
WARNING: OPTIC FIBRE
EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE.
VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO
BE CONFIRMED PRIOR TO START OF CONSTRUCTION.
DANGER !!
OVERHEAD
ELECTRIC CABLES
energex
OVERHEAD ELECTRICITY CABLES
EXIST IN THIS VICINITY. CONTACT
ENERGEX WHERE CABLE
CLEARANCE IN COMPROMISED BY
MACHINERY.
REFER ALSO TO DESIGN & Existing LEGENDS ON SHEET C01
Scale 1:250 @A1
NOOSA COUNCIL INFRASTRUCTURE
PLANNING, DESIGN & DELIVERY
PO Box 141 Tewantin, TEWANTIN QLD 4565
E PSMNo| 138979 | 158664
e DRA FT (AHD) RL| 106.960 | 106.277 K
At B |22/01/2020 | DRAFT ISSUE MT. | C.E. [SURVEYED] ACRAMPTON 08 / 2018
A |15/08/2019 ISSUED FOR REVIEW M.T. | C.E. DRAWN BL'HUILLIER 08/2018
Rv| DATE REVISIONS REC. |APPR.| CHECKED
ph:(07) 5329 6500 | email: [email protected]
i MBNferesy.\
me i Reel eNene
MAPLE STREET - COOROY
HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE
Capital Project Number
0000583
UPGRADE WORKS
EXISTING, DEMO & SEDIMENT CONTROL PLAN 2 of 2
Sheet No. - Revision No.
C08 B
ALL DRAWINGS TO BE PRINTED IN COLOUR!
:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:22/Jan/2020 BY:blhuillier
Page 10
ALL DRAWINGS TO BE PRINTED IN COLOUR!
PROVIDE Ø375 RCP CULVERT WITH
PRE CAST HEADWALLS AND OUTLET
SCOUR PROTECTION
PROPOSED PLAYGROUND INLET: OUTLET:
E: 490973.085 E: 490967.132
0
PROPOSED FENCING - REFER 5.5 N: 7078365.097 N: 7078368.947
10
LANDSCAPE PLANS FOR DETAILS IL : 105.730 IL : 105.695 SETOUT TABLE - DW01
CHAINAGE EASTING NORTHING HEIGHT RADIUS
0.000 490975.881 7078348.081 107.008
FSL 105.650
12.981 490970.222 7078359.763 106.778
FSL 105.570 4.70 LANDSCAPED BATTERS
1 in 4 MAX. 14.435 490969.578 7078361.092 106.734 R = 6.800
0
5.5
15.889 490969.544 7078362.568 106.668
10 23.577 490969.363 7078370.255 105.969
105.75
25.356 490969.321 7078372.075 105.791 R = 6.800
existing overhead power
pole to remain 27.135 490970.193 7078373.673 105.613
27.315 490970.279 7078373.830 105.595
ALIGNMENT STRING "DW01"
106.00
106.00
.50
105
106.25
175mm CONCRETE DRIVEWAY PAVEMENT
.50
106
PP PP
.0 0
SECURITY FENCING FOR PUMP WELL ONLY 106 TYPE A COMMERCIAL DRIVEWAY
- TO BE CONFIRMED WITH UNITYWATER REFER IPWEAQ STD DRG R-0051
106.50
FSL 106.960
R 5. 106.7
5
EXISTING SEWER 00
PUMP STATION
0
4.0
107.00
107.00
FSL 106.930
AREA OF PAVEMENT WITH MAX. 1%
LONGITUDINAL GRADE AND CROSS 0
0
3.0
3.0
JOINS SHEET C10
FALL AS PER SEQ WATER SERVICE
FILE:N:\PI\Design_Services\CAPITAL WORKS\2017-2018\Hinterland Playground, Cooroy\Drawings\Working\Hinterland Playground.dwg DATE:10/Feb/2020 BY:blhuillier
PROVIDERS STD DRG SEQ-SPS-1102-2 3.0 107.00
0 BEFORE YOU DIG SERVICE LOCATIONS
EMERGENCY GENERATOR SLAB AS PER 02 It is the responsibility of the Contractor to
SEQ WATER SERVICE PROVIDERS STD contact the relevant service authorities to
3.6
DRG SEQ-SPS-1102-2 ascertain the exact location of services
.50
0
106 TYPE B2 KERB ONLY prior to construction.
AS PER IPWEAQ STD
FSL 106.960 DRG RS-080
01 TELECOMMUNICATIONS
.0 0
107 SERVICE PROVIDERS
' yes' Telstra visionstream
OPTUS
NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
900mm WIDE .75 PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
106 PRIOR TO START OF CONSTRUCTION. PHONE DBYD
CONCRETE INVERT
EX
SERVICE LOCATIONS ON 1100 FOR DETAILS.
EET
TEN
.00
107
T R
ES
106.75
elstra
PL
TO
MA OVERHEAD ELECTRICITY CABLES
AUSTRALIA
WARNING: OPTIC FIBRE
FW
.50
106
EXIST IN THIS VICINITY. CONTACT
ENERGEX WHERE CABLE
EXTREME CARE TO BE TAKEN WHILE EXCAVATING IN THE
CLEARANCE IN COMPROMISED BY
OR
VICINITY OF OPTIC FIBRE CABLES. LOCATIONS ARE TO
MACHINERY.
BE CONFIRMED PRIOR TO START OF CONSTRUCTION.
106.75
KS
106.75 106.75
.0 0
107 106.50 106.50
NOTES:
106.50
10 7.00
1. REFER ALSO TO DESIGN & EXISTING LEGENDS ON
CONNECT TO CONCRETE PATHWAY LINK
107
.0 0
FROM MARY RIVER ROAD PEDESTRIAN SHEET C01.
BRIDGE MATCH SMOOTHLY INTO EXISTING 2. REFER TO SHEET C06 FOR DESIGN SETOUT TABLES.
SURFACE. DOWEL INTO EXISTING CONCRETE
3. REFER DEMOLITION PLANS ON SHEETS C07 & C08
0
AS PER IPWEAQ STD DRG RS-065
APEX PARK FOR FURTHER DETAILS.
7.0
10
4. REFER TO SHEET C15 FOR CONCRETE JOINT DETAILS
DRAFT
0 2 4 6m
Scale 1:100 @A1
E 12/12/19 DRAWING RE-NUMBERED, I.F.C.
D 10/2018 U.W. EMERGENCY SLAB REVISED
M.T.
M.T.
C.E.
C.E.
PSM No 138979 | 158664
NOOSA COUNCIL INFRASTRUCTURE MAPLE STREET - COOROY Capital Project Number
0000583
A1
(AHD) RL 106.960 | 106.277
C 10/2018 REVISED ACCESS DRIVEWAY WIDTH M.T. C.E. PLANNING, DESIGN & DELIVERY HINTERLAND PLAYGROUND - APEX PARK AND MILL PLACE
B 22/01/2020 DRAFT
09/2018 ISSUED FORISSUE
BRIDGE CONSTRUCTION M.T. C.E. SURVEYED A CRAMPTON 08 / 2018
A 15/08/2019 ISSUED
09/2018 ISSUED FORFOR REVIEW
COMMENT M.T. C.E. DRAWN B L'HUILLIER 08 / 2018
PO Box 141 Tewantin, TEWANTIN QLD 4565 UPGRADE WORKS Sheet No. - Revision No.
Rv DATE REVISIONS REC. APPR. CHECKED ph:(07) 5329 6500 | email: [email protected] MAINTENANCE ACCESS PLAN C11 E
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