Council archive · source document
Approved Plans OPW18/0118
Plans and drawings: the text below has words only, no drawings.
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NOOSA COUNCIL
APPROVED PLAN
OPW18/0118 25 SEP 2018 GOODCHAP STREET, NOOSAVILLE
ACCESS IMPROVEMENTS
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NOT TO SCALE
ENERGY SERVICE PROVIDERS Manual of Uniform Traffic Control Devices
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NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM NOTE: ALL SIGNS & LINE MARKING TO BE IN
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED ACCORDANCE WITH THE MANUAL OF
PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS. UNIFORM TRAFFIC CONTROL DEVICES. DRG NO REVISION DRAWING TITLE
17548-C001 A COVER SHEET AND DRAWING INDEX
17548-C002 A GENERAL NOTES
17548-C003 B GENERAL ARRANGEMENT PLAN
17548-C004 A DETAILS
SERVICE LOCATIONS TELECOMMUNICATIONS
SERVICE PROVIDERS 17548-C005 A EROSION AND SEDIMENT CONTROL PLAN
It is the responsibility of the Foreman to ' yes'
BEFORE YOU DIG Telstra visionstream
OPTUS
contact the relevant service authorities
to ascertain the exact location of NOTE: SERVICE LOCATIONS ARE APPROXIMATE ONLY FROM
PROVIDERS PLANS. LOCATIONS ARE TO BE CONFIRMED
services prior to construction. PRIOR TO START OF CONSTRUCTION. PHONE DBYD
SERVICE LOCATIONS ON 1100 FOR DETAILS.
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\17548_GOODCHAP.dwg
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV BD
copyright in accordance with the
agreement between Tod
N.C. OLIVER Designed Verified
GOODCHAP STREET, NOOSAVILLE COVER SHEET AND DRAWING AS SHOWN A1
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
NV BD ACCESS IMPROVEMENTS INDEX Drawing Number
Approved RPEQ No
used for this specific project.
B. DOWNES 14873 RDP 17548-C001
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NSC
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 14.09.18 RESPONSE TO INFORMATION REQUEST NV ROL APPROVAL VERT DATUM
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
14.09.18 OPW APPROVAL OPW 18/0118 RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
1 of 5 A
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Page 2
GENERAL NOTES SUBSOILS: EXISTING PAVEMENT:
1. DO NOT SCALE DRAWINGS. 9. ENSURE SUITABLE GROUND COVER IS PROVIDED TO ALL EXPOSED SUBSOILS AS SOON AS PRACTICAL, TO MINIMISE THE RISK 6. WHERE PAVEMENT WIDENING IS PROPOSED, THE EXISTING PAVEMENT IS TO BE SAW CUT TO FORM THE JOINT, AS PER
2. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING. OF SOIL EROSION, ESPECIALLY IF THE SOILS ARE DISPERSIVE. STANDARD DRAWING IPWEAQ RS-170. THE DEPTH OF THE EXISTING PAVEMENT IS TO BE CONFIRMED AS PART OF THIS
SUBGRADES: PROCEDURE.
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS ARISING FROM THE CLARIFICATION
OF THE DISCREPANCY. 10. SUBGRADES IN PAVEMENT AREAS SHALL BE PROOF ROLLED USING A MINIMUM 10T FLAT DRUM ROLLER AND ANY SOFT SPOTS 7. ALL EXISTING PAVEMENT SURFACES ARE TO BE SWEPT CLEAN OF ALL LOOSE DEBRIS/FOREIGN MATTER PRIOR TO
OR UNSUITABLE MATERIALS SHALL BE EXCAVATED AND REPLACED WITH SELECT FILL. APPLICATION OF SEAL.
4. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A VARIATION TO THE SUPERINTENDENT
FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS. 11. SUBGRADE TESTS SHALL BE UNDERTAKEN AND RESULTS SUPPLIED TO THE ENGINEER, TO DETERMINE THE ADEQUACY OF THE 8. AREAS OF EXISTING PAVEMENT CONTAINING POTHOLES, TO BE SAW CUT AND REPLACED WITH DEEP LIFT ASPHALT WITH A
PAVEMENT DEPTH DETAILED ON THE DRAWINGS. MINIMUM THICKNESS OF 100MM.
5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT
AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE 12. THE SUBGRADE IS TO BE INSPECTED BY THE SUPERINTENDENT BY MEANS OF A PROOF ROLL, BY A 10,000L FULLY LOADED 9. IF UNDERLYING GRAVEL IS EXPOSED DURING MILLING OPERATIONS A PRIMER SEAL SHALL BE PLACED OVER THE AFFECTED
SUPERINTENDENT. WATER CART, PRIOR TO PLACEMENT OF ANY PAVEMENT LAYERS. THE SUBGRADE SHALL EXHIBIT NO VISIBLE SIGNS OF AREA.
6. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN OFFICIAL DEFORMATION UNDER PROOF-ROLLING.
PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE CONTRACTOR IS TO 13. THE SUPERINTENDENT MAY REQUEST ADDITIONAL SUBGRADE TESTING OR SUBGRADE REPLACEMENT FOLLOWING THIS SIGNS AND LINEMARKING
OBTAIN A COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH THE REQUIREMENTS THEREOF. INSPECTION. 1. ALL ROAD SIGNS AND LINEMARKING SHALL BE IN ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
7. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION. (MUTCD), PUBLISHED BY THE DEPARTMENT OF MAIN ROADS.
8. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS, WHERE POSSIBLE. STOCKPILE MANAGEMENT: 2. ALL SIGNS SHALL BE SIZE 'A' UNLESS NOTED OTHERWISE.
9. THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION WHILST ENABLING CONTINUAL OPERATIONS OF THE 14. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A POSITION WHERE THEY COULD BE WASHED INTO A GUTTER, 3. SIGNS LOCATED WITHIN MEDIANS OR TRAFFIC ISLANDS TO BE INSTALLED USING LOC SOCKET.
NEIGHBOURING AREA, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. DRAIN OR WATER BODY, SUCH AS: 4. ALL SIGN FOOTINGS TO BE CONCRETE IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ RS-130 AND RS-131
10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, AREA FOR CONTRACTORS FACILITIES/STORAGE AND SITE ● ON A ROAD PAVEMENT;
5. ALL ROAD SIGNS TO BE OFFSET A MINIMUM OF 600MM FROM FACE OF KERB.
SECURITY TO BE AGREED WITH THE PRINCIPAL AND SUPERINTENDENT. ● WITHIN AN OVERLAND FLOW PATH;
● ADJACENT TO STREAM BANKS. 6. THE FINAL SIGN LOCATION IS TO BE AGREED ON SITE, TO ENSURE IT IS VISIBLE AND NOT OBSTRUCTED BY EXISTING
11. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED; INFRASTRUCTURE OR VEGETATION ETC.
● CONSTRUCTION PRE-START MEETING 15. CONTRACTOR TO ENSURE STOCKPILES ARE COVERED WITH A TARP OR OTHER IMPERVIOUS COVER. LONG TERM STOCKPILES
CAN BE COVERED WITH MULCH OR TEMPORARY VEGETATION (GRASS). 7. ALL SIGNS SHALL BE MANUFACTURED, AND INSTALLED IN ACCORDANCE WITH MRTS14.
● SET OUT
● DEMOLITION 16. ENSURE APPROPRIATE DUST CONTROL MEASURES EXIST FOR ALL STOCKPILES. ENSURE AN APPROPRIATE SEDIMENT
● SUBGRADE PROOF-ROLLS CONTROL SYSTEM IS LOCATED DOWN-SLOPE OF ALL STOCKPILES. TRAFFIC MANAGEMENT
● PRE-SEAL PROOF-ROLLS
1. NO WORK IS TO BE UNDERTAKEN UNDER OR ADJACENT TO LIVE TRAFFIC WITHOUT A PRE-APPROVED APPROPRIATELY
● CONCRETE PRE-POURS
SITE REHABILITATION: CERTIFIED TRAFFIC CONTROL PLAN.
● FINAL INSPECTION
17. ENSURE THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT OF TOPSOIL TO BREAK UP ANY EXCESSIVE COMPACTION, 2. THE CONTRACTOR IS TO ENSURE THAT ALL NECESSARY PERMITS ARE GRANTED AND MEASURES ARE ONLY IN PLACE WITHIN
12. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, ENVIRONMENTAL
AND ENABLE THE APPROPRIATE KEYING OF THE SOIL LAYERS. THE APPROVED HOURS STIPULATED.
MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF PRINCIPAL AND
SUPERINTENDENT, PRIOR TO CONSTRUCTION. 18. SCARIFY LIGHTLY COMPACTED SOILS TO A MINIMUM DEPTH OF 100MM AND HEAVILY COMPACTED SUBSOILS TO A MINIMUM 3. THE CONTRACTOR SHALL ENSURE THAT ALL MEASURES ARE INSTALLED IN ACCORDANCE WITH THIS APPROVED TRAFFIC
DEPTH OF 300MM. CONTROL PLAN INCLUDING TEMPORARY SIGNS, BARRIERS, LIGHTS ETC.
13. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE AND DEMOBILISE TO THE
SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT. 19. TURF MUST NOT BE PLACED ON EXCESSIVELY COMPACTED SOILS. 4. THE CONTRACTOR SHALL NOMINATE A REPRESENTATIVE TO IMPLEMENT, MONITOR AND ADDRESS ALL TRAFFIC MANAGEMENT
ISSUES.
20. ALL SITE REHABILITATION MEASURES SHOULD BE MONITORED, PARTICULARLY AFTER RAINFALL.
5. ALL TRAFFIC CONTROL MEASURES SHOULD CAUSE THE MINIMUM DISRUPTION POSSIBLE TO ALL OTHER USERS, INCLUDING
SURVEY
MOTORISTS AND PEDESTRIANS.
1. THIS DESIGN IS BASED ON SURVEY PROVIDED BY JONES FLINT AND PIKE. EROSION & SEDIMENT CONTROL
6. ALL PAVEMENT MARKINGS INCLUDING COLOUR, MATERIAL, APPLICATION SHALL BE IN ACCORDANCE WITH THE 'GUIDE TO
2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). OBJECTIVES: PAVEMENT MARKINGS' PUBLISHED BY THE DEPARTMENT OF MAIN ROADS.
3. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO CONSTRUCTION. 1. THESE DRAWINGS ARE PROVIDED FOR GUIDANCE ONLY. THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE REQUIRED
4. ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED BY THE CONTRACTOR'S LICENSED SURVEYOR AND ANY TO SUIT THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING.
STORMWATER DRAINAGE
DISCREPANCIES ARE TO BE REPORTED TO THE SUPERINTENDENT. 2. THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REGULATIONS DURING THE CONSTRUCTION PHASE AND
GENERAL
MAINTENANCE PERIOD.
1. EXCAVATION, BEDDING AND BACKFILLING OF STORMWATER DRAINAGE PIPES TO BE IN ACCORDANCE WITH TMR STANDARD
EXISTING SERVICES 3. EROSION AND SEDIMENTATION CONTROL MAY BE AIDED BY MINIMISING THE AREA OF DISTURBANCE.
DRAWING 1359
1. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DETERMINED FROM FIELD SURVEY, DIAL BEFORE YOU 4. THE CONTRACTOR SHALL PREPARE A CPESC CERTIFIED EROSION AND SEDIMENT CONTROL PLAN AND UPDATE IT
2. ALL MANHOLES TO BE 1050MM DIAMETER IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ DS-010.
DIG ENQUIRIES AND INFORMATION PROVIDED BY THE SERVICE PROVIDERS / AUTHORITIES. ACCORDINGLY DURING THE WORKS. THE EROSION AND SEDIMENT CONTROL PLAN PROVIDED AS PART OF THESE DRAWINGS IS
FOR USE AS A GUIDE ONLY. 3. ALL MANHOLE COVERS LOCATED WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS D IN ACCORDANCE WITH
2. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY AND NO RESPONSIBILITY IS TAKEN FOR THE STANDARD DRAWING IPWEAQ DS-019.
ACCURACY OR COMPLETENESS OF THE INFORMATION SUPPLIED.
4. ALL MANHOLE COVERS LOCATED NOT WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS B IN ACCORDANCE WITH
3. NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE DRAWINGS. MANAGEMENT PRINCIPLES:
STANDARD DRAWING IPWEAQ DS-020.
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES ON THE SITE PRIOR TO COMMENCING WORKS. 5. THE MANAGEMENT PRINCIPLES EMPLOYED IN THESE DRAWINGS ARE IN ACCORDANCE WITH THE 'BEST PRACTICE EROSION
5. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING AND NEW STORMWATER PIPES AND STRUCTURES.
AND SEDIMENT CONTROL' MANUAL, PUBLISHED BY THE INTERNATIONAL EROSION CONTROL ASSOCIATION (IECA). THE BASIC
5. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO NOTIFICATION TO THE APPROPRIATE PRINCIPLES ARE TO: 6. ALL PIPE PENETRATIONS WILL BE NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES AND / OR PITS.
AUTHORITIES. ● MINIMISE THE AREA OF DISTURBANCE; 7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN ACCORDANCE
6. EXISTING VALVES, HYDRANTS, PITS, ACCESS CHAMBERS AND OTHER UTILITIES SHALL BE MODIFIED WHERE NECESSARY TO ● CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE; WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY LEGISLATION.
SUIT FINAL FINISHED SURFACE LEVELS. ● MINIMISE EROSION;
8. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO BACKFILLING OF TRENCHES
● MINIMISE SEDIMENTATION;
AND STRUCTURES.
● PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE.
CLEARING, GRUBBING AND DISPOSAL 9. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED STORMWATER DRAINAGE ASSETS FOR
1. CLEARING SHOULD NOT OCCUR UNLESS PRECEDED BY THE INSTALLATION OF ALL NECESSARY EROSION AND SEDIMENT APPROVAL BY THE ENGINEER AND / OR LOCAL AUTHORITY.
CONTROL MEASURES. THE EXCEPTION WOULD BE ANY CLEARING NECESSARY TO ALLOW INSTALLATION OF THESE CONTROL CONSTRUCTION PRE-START MEETING:
10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE TO EXISTING STORMWATER
MEASURES. 6. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ISSUES, SUCH AS: INFRASTRUCTURE DURING THE CONSTRUCTION OF THESE WORKS.
2. CLEARING SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. ● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN;
11. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY THE CONTRACTOR.
● REQUIRED WATER QUALITY OBJECTIVES;
3. ESTABLISH ANY NON-DISTURBANCE OR EXCLUSION AREAS IDENTIFIED. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, UNLESS IT CAN BE DEMONSTRATED
● PERFORMANCE MONITORING AND INSPECTION PROCEDURES;
THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF OTHER PARTIES.
4. WHERE APPROPRIATE, IDENTIFY, ISOLATE AND/OR PROTECT RETAINED VEGETATION. ● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS;
● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS; 12. UPON COMPLETION ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER BLOCKAGES.
5. CLEARING SHALL BE MINIMISED TO ONLY THE TREES AND VEGETATION NECESSARY TO UNDERTAKE THESE WORKS.
● REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS.
6. A SPOTTER-CATCHER SHOULD BE PRESENT DURING ALL CLEARING OPERATIONS.
SUBSOIL DRAINAGE
7. CLEARING AND GRUBBING INCLUDES REMOVAL OF THE MAIN TREE ROOTS TO A MINIMUM DEPTH OF 1.0m AND THE REMOVAL
OF SURFACE ROOTS AND VEGETABLE MATTER FROM THE TOP 0.3m BELOW THE NATURAL SURFACE LEVEL. SITE INSPECTION AND MONITORING: 13. SUBSOIL DRAINS SHALL BE SUPPLIED AND CONSTRUCTED UNDER ALL NEW KERB IN ACCORDANCE WITH MRTS03.
8. DISPOSAL OF ALL CLEARED VEGETATION AND RUBBISH SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE LOCAL 7. CONTRACTOR SHALL NOMINATE A PERSON RESPONSIBLE FOR INSTALLATION, MONITORING AND MAINTENANCE OF CONTROL 14. SUBSOIL DRAINS ARE TO BE GRADED AT 1% MINIMUM (DESIRABLE) AND 0.5% (MINIMUM).
AUTHORITY. MEASURES (E.G. SITE FOREMAN).
15. SUBSOIL FLUSHING POINTS ARE TO BE PLACED AT A MAXIMUM DISTANCE OF 50M.
9. CLEARED VEGETATION CAN BE PROCESSED THROUGH WOOD CHIPPING AND THE MULCH PRODUCED PLACED IN INTERIM 8. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE INSPECTED:
16. THE MAXIMUM LENGTH OF ANY SUBSOIL DRAINAGE LINE SHALL BE 100M.
STOCKPILES FOR LATER USE IN EROSION AND SEDIMENT CONTROL OR LANDSCAPING PURPOSES. ● AT LEAST DAILY WHEN RAIN IS OCCURRING;
● AT LEAST WEEKLY (EVEN IF WORK IS NOT OCCURRING ON-SITE); 17. THE CONTRACTOR SHALL ENSURE THAT ANY EXISTING SUBSOIL DRAINS HAVE AN APPROPRIATE PRE-DRAINING OUTLET.
● WITHIN 24 HOURS PRIOR TO EXPECTED RAINFALL;
EARTHWORKS / EXCAVATION ● WITHIN 18 HOURS OF A RAINFALL EVENT.
GENERAL: 9. CONTRACTOR TO CHECK AFTER RAINFALL FOR PERFORMANCE INDICATORS SUCH AS EVIDENCE OF EXCESSIVE FLOW
1. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR TO COMMENCEMENT OF EXCAVATION. CONCENTRATIONS, EROSION PATHS DEVELOPING, SILT AND SEDIMENT ACCUMULATION.
2. ALL EARTHWORKS ACTIVITIES INCLUDING STRIPPING, EXCAVATION, FILLING, COMPACTION AND TESTING, IS TO BE 10. CONTRACTOR TO CHECK DURING RAIN THAT FLOWS ARE NOT BYPASSING CONTROL MEASURES.
UNDERTAKEN IN ACCORDANCE WITH MRTS04, THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT AUSTRALIAN 11. WHEN A SITE INSPECTION DETECTS A NOTABLE FAILURE IN THE ADOPTED MEASURES, THE SOURCE OF THIS FAILURE MUST BE -
STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE ENGINEER. INVESTIGATED AND THE APPROPRIATE AMENDMENTS MADE TO THE SITE CONTROLS.
3. STOCKPILES SHALL BE COVERED WITH TARPS. 12. THE CONTRACTOR SHALL MAINTAIN A WRITTEN RECORD OF DATES OF ALL INSPECTIONS INCLUDING ANY CORRECTIVE
ACTIONS TAKEN.
NOOSA COUNCIL
4. EARTHWORKS SHOULD AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS OR WATERCOURSES.
5. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO COMMENCEMENT OF
EARTHWORKS. ROAD PAVEMENT
APPROVED PLAN
6. EARTHWORKS SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. GENERAL: OPW18/0118 25 SEP 2018
1. ASPHALT PAVEMENTS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH MRTS30.
TOPSOIL: 2. WHERE APPLICABLE, THE ASPHALT OVERLAY IS TO BE TIED-IN NEATLY TO THE KERB AND CHANNEL FOLLOWING EDGE PLANING. AS AMENDED BY CONDITIONS
7. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC RICH TOPSOIL AND SEVERELY ROOT 3. UNBOUND PAVEMENTS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH MRTS05.
AFFECTED AREAS MUST BE REMOVED. 4. BASE COURSE AND SUB BASE TO BE STEPPED, AT JOINT BETWEEN EXISTING AND PROPOSED PAVEMENT, IN ACCORDANCE
8. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE STOCKPILED FOR RE-USE IN LANDSCAPING OR DISPOSED OF. WITH STANDARD DRAWING IPWEAQ RS-170.
TOPSOIL STOCKPILES SHALL NOT EXCEED 2m IN HEIGHT. 5. ALL PAVING OPERATIONS INCLUDING MATERIAL SUPPLY, CONSTRUCTION PROCEDURES AND TESTING REQUIREMENTS SHALL
BE IN ACCORDANCE WITH TMR STANDARDS AND SPECIFICATIONS.
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\17548_GOODCHAP.dwg
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV BD
copyright in accordance with the
agreement between Tod
N.C. OLIVER Designed Verified
GOODCHAP STREET, NOOSAVILLE GENERAL NOTES AS SHOWN A1
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
NV BD ACCESS IMPROVEMENTS Drawing Number
Approved RPEQ No
used for this specific project.
B. DOWNES 14873 RDP 17548-C002
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NSC
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 14.09.18 RESPONSE TO INFORMATION REQUEST NV ROL APPROVAL VERT DATUM
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
14.09.18 OPW APPROVAL OPW 18/0118 RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
2 of 5 A
Page 3
LEGEND
T T
EXISTING FEATURES PROPOSED WORKS W W
EXISTING CONTOUR MAJOR PROPOSED KERB TYPE B2 REFER
EXISTING CONTOUR MINOR IPWEAQ STD DRG RS-080
JOINS BELOW
PROPOSED CONCRETE INVERT REFER -
EXISTING KERB AND CHANNEL
EXISTING FENCE IPWEAQ STD DRG RS-080
PROPOSED PAVEMENT, REFER PAVEMENT
NOOSA COUNCIL
T EXISTING TELECOMMUNICATION
EO EXISTING OVERHEAD POWER
SPECIFICATION ON SHEET C004
APPROVED PLAN
W EXISTING WATERMAIN
EXISTING TOP OF BANK OPW18/0118 25 SEP 2018
NOTE: TRANSITION PROPOSED
LINEMARKING AND JOIN AS AMENDED BY CONDITIONS
SMOOTHLY TO EXISTING
INDICATIVE KERB LINE, CONTRACTOR
PAVEMENT MARKINGS LEGEND TO CONFIRM ON SITE TO ENSURE
1.20m MINIMUM CYCLE LANE WIDTH
80mm TWO WAY BARRIER LINE TW
1.208
100mm EDGE LINE EL
80mm EDGE LINE EL*
SETOUT TABLE EL
3.300 2.00 3.300
SINGLE BARRIER LINE BLS
100mm SETOUT_NO EASTING NORTHING LEVEL G O O OM
1m 3m 1m 3m 1m D C H
200mm CONTINUITY LINE CL
01 211.7771 512.7418 8.1890 A P
0.6m 0.9m 0.6m 0.9m 02 229.4394 500.9925 8.8940
150mm YELLOW BUS ZONE BYZ 03 240.6281 491.0018 9.3440 OM
04 249.8186 478.7734 9.7230 EL
S T R E E T
100mm YELLOW NO STOPPING YL 05 238.6299 488.7641 9.2730
0.6m 0.6m 0.6m 0.6m
06 227.4413 498.7548 8.8230
300mm GIVEWAY LINE GW
EO EO
100mm OUTLINE MARKING OM
GREEN LANE LINEMARKING
WITH WHITE BICYCLE SYMBOL
PAVEMENT ARROW 7
RP138403 6 2 1
RP138403 RP180551 RP180551
V E
T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
D R I
T
JOINS BELOW
PROPOSED RESIDENTIAL PROPOSED CONCRETE BIN TO BE GOSSI PARK SMOKE RETAIN EXISTING
T DRIVEWAY CROSSOVER IN FOOTPATH IN GREY BIN ENCLOSURE WITH A CONCRETE FOOTPATH
2.000
ACCORDANCE WITH IPWEAQ STD ACCORDANCE WITH CLEAR ANODISED HOOD.
DRG RS-049 & RS-050. RESIDENTS IPWEAQ STD DRG RS-065 SEAT TO BE PROVIDED BY
TO BE NOTIFIED PRIOR TO NOOSA COUNCIL
T
FOR LOCATION AND TYPE OF
A G E
COMMENCEMENT OF WORKS PROPOSED 'RKO' V GRATE ON
TACTILE INDICATORS, J-POLE AND B EXISTING PIT WITH CONCRETE
DISABLED BAYS TO BE IN C004
T
SURROUND, REFER ROKLA FOR
ACCORDANCE WITH TRANSLINK SPECIFICATIONS
STD DRG 5-0014 AND PTIM 2016 4.300 1.500
T RETAIN EXISTING RELOCATE EXISTING
STORMWATER PIT BUS STOP SIGN PROPOSED RESIDENTIAL DRIVEWAY
RETAIN EXISTING RETAIN EXISTING
H E R I T
CONCRETE INDENT IN CROSSOVER IN ACCORDANCE WITH
STORMWATER PIT PEDESTRIAN
ACCORDANCE WITH IPWEAQ STD DRG RS-049 & RS-050.
A REFUGE ISLAND
T
IPWEAQ STD DRG RS-183 RESIDENTS TO BE NOTIFIED PRIOR
4.200
C004
TO COMMENCEMENT OF WORKS
T
02
1.200
3.000
03
T
CL 01 06 05 04
T
CL CL EL CL EL
3.300 2.00 3.300
3.300
EL 21.000 15.000 15.000
OM T
OM CL OM
20.000 BLS
3.000
00
TW
T
.0
OM
R5
OM 35.000 OM
G O O D C H A P
2.111 3.300
C
22.521 15.000 S T R E E T
T
EL C004 EL
3.259
BYZ 1.000
T YL YL
EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO EO
2.500
EO EO EO EO EO EO EO EO EO
EO EO EO EO EO EO EO
T T T T T T T T T T T T T T T T T T T T T T
2.000
T T T T T T T T T T
T T T T T
T T T T T T T T T T T T T T T T T T T T T T T T GIVEWAY
T SIGN
T T T T T T T T T T T T
(R1-2A) AND LEFT
TURN SIGN (R2-14A)
T
EXISTING TELSTRA PIT
T
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\17548_GOODCHAP.dwg
GWL
T
PROPOSED INTERMEDIATE WEST CAREFULLY POTHOLE TO ENSURE NO
FABRICATED 50mm PLATE
BOUND BUS STOP (NOT PART OF SERVICES IN PIER LOCATIONS. CONTACT
3 2 1 5 COVER WITH CONCRETE
T
ENGINEER WITH RESULTS. 6 NO.
T
0 2 4 6 8 10m RP138403 RP138403 RP138403 WORKS - SHOWN INDICATIVELY) SP196846 INFILL REFER TO DETAILS
Ø300x3500 LONG BORED PIERS 5-N16
1:200 (A1) 1:400 (A3) BARS WITH R10 SPIRAL - 150 PITCH
EL*
T
T
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV BD
copyright in accordance with the
agreement between Tod
N.C. OLIVER Designed Verified
GOODCHAP STREET, NOOSAVILLE GENERAL ARRANGEMENT PLAN AS SHOWN A1
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
NV BD ACCESS IMPROVEMENTS Drawing Number
Approved RPEQ No
used for this specific project.
B. DOWNES 14873 RDP 17548-C003
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NSC
B 14.09.18 BUS STOP AMENDED NV Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 03.09.18 RESPONSE TO INFORMATION REQUEST NV ROL APPROVAL VERT DATUM
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
14.09.18 OPW APPROVAL OPW 18/0118 RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
3 of 5 B
Page 4
PROPOSED 'RKO' GRATE ON CONCRETE PAVEMENT REFER
3.000 EXISTING PIT WITH CONCRETE IPWEAQ STD DRG RS-183
INDENTED BUS BAY SURROUND, REFER ROKLA
REMOVE EXISTING KERB AND
FOR SPECIFICATIONS
CHANNEL AN REPLACE WITH
PROPOSED CONCRETE Y16 TRIMMER BAR
INVERT IN ACCORDANCE WITH NOMINAL FACE OF KERB
75 75
IPWEAQ STD DRG RS-080
SL92 MESH
150
COVER
KERB TYPE B2 (AS PER
50
IPWEAQ STD DRG RS-080)
150
ASPHALT INFILL
N12-300 TIE BARS, DRILL AND CAREFULLY REMOVE EXISTING LID AND
200
1 IN 40 EPOXY 150mm INTO EXISTING REPLACE WITH NEW TO SUIT. MAKE UP
CONCRETE WALLS (TYPICAL) LEVELS AS NEEDED (T.B.C ON SITE)
160
N16-200 TOP AND BOTTOM
EACH WAY (50 COVER)
75
1 IN 100 75
50
EXISTING FLEXIBLE GEOFABRIC LAYER
PAVEMENT 100 300
CRUSHED ROCK OR EQUIVALENT
RETAIN EXISTING SUBSOIL APPROVED FREE DRAINING
DRAIN, CONNECT TO NON-PLASTIC MATERIAL
EXISTING STORMWATER PIT
EXISTING PIT
SECTION A SECTION B
NOT TO SCALE C003 1:20 @ A1 C003
1:40 @ A3
EXISTING ASPHALTIC
CONCRETE NEW CONCRETE CROSSING
DRIVEWAY 40MPa CONCRETE
NON-SHRINK GROUT INFILL (F'c 40x8 PLATE (H.D.G.) AT 200 CRS.
> 50 MPa) SURFACE FINISH TO EACH WAY TO FORM GRID - 6mm
BE BROOMED CFW TO 50mm PLATE
PROPERTY BOUNDARY
TO MATCH EXISTING
1500 1200 KERB INLET
SL81 MESH # SL81 MESH
N16-200
KERB LINE
#
130 MAX
50mm THICK COVER GOODCHAP STREET
PLATE (H.D.G TO
180
2.5% 900gm/sqm)
180
300
MIN
150
N12-200
HIGH STRENGTH
400
NON-SHRINK GROUT
F'c = > 50MPa N16-200 N12-200
300 400 FB1 400 FB1
# PROVIDE N20x600 LONG BARS
(H.D.G.) AT 200 CRS. TO THREE
PIER EXISTING TELSTRA PIER
FB1: PIER: SIDES OF 50 PLATE FULL
SERVICE PIT
3-N20 TOP 5-N16 VERTICAL STRENGTH BUTT WELD TO PLATE
3-N24 BOTTOM R10 SPIRAL
N12-300 LIGS 150 PITCH
-
SECTION
1:20 @ A1
C NOOSA COUNCIL
C003
1:40 @ A3
APPROVED PLAN
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\17548_GOODCHAP.dwg
OPW18/0118 25 SEP 2018
AS AMENDED BY CONDITIONS
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV BD
copyright in accordance with the
agreement between Tod
N.C. OLIVER Designed Verified
GOODCHAP STREET, NOOSAVILLE DETAILS AS SHOWN A1
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
NV BD ACCESS IMPROVEMENTS Drawing Number
Approved RPEQ No
used for this specific project.
B. DOWNES 14873 RDP 17548-C004
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY NSC
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 14.09.18 RESPONSE TO INFORMATION REQUEST NV ROL APPROVAL VERT DATUM
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
14.09.18 OPW APPROVAL OPW 18/0118 RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
4 of 5 A
Page 5
3 3
SP264909 SP264909
18
RP151412
DEMOLISH EXISTING S
Ø450 STORMWATER PIPE
EXISTING CONCRETE S
FOOTPATH REMAIN EXISTING BUILDING
EXISTING STORMWATER S
PIT TO REMAIN
5.0 EXISTING TRENCH
S
S
59
GRATE TO BE
5.
DEMOLISHED 5.5
SL
SL 5.59
S
D IL 4.89
6.5
S
19 EXISTING CONCRETE
RP151412 S S
FOOTPATH TO REMAIN
S S S S S S S S S S S S S S S S S S S S
S 5.5 S
S S S S S S S S S S S S S S S S S EXISTING HUT AND
D
D
S S S S S S S S
DEMOLISH EXISTING
4.5
S
FOOTINGS TO BE
6.0
S
S S S S S S S S
S
S S S S STORMWATER
S SPIT S S S S S S S S
DEMOLISHED
IL 4.14
S
DEMOLISH EXISTING DEMOLISH EXISTING
S
Ø250 STORMWATER Ø150 STORMWATER DEMOLISH EXISTING
S EXISTING ROCK WALL
S
D
D
PIPE PIPE Ø450 STORMWATER
S
TO REMAIN
S
D
|X|
S
|X|
IL 4.71
PIPE
|X|
IL 4.64
|X| |X| |X| |X| |X|
S |X|
5.0
S
|X|
S
S
|X| |X| |X| |X| |X| |X|
5.5
|X| |X| |X|
4.5
|X|
S S S S S
5.0
D
S S EXISTING CHAINWIRE
S
S S
4.0
S S S
FENCE TO REMAIN
S S S S S S S S
S
S
3.
5
S
EXISTING SEDIMENT BASIN EXISTING TIMBER WALL EXISTING TIMBER WALL
TO BE DEMOLISHED TO BE DEMOLISHED 4.5 TO BE DEMOLISHED
S
S
3.0
S
S
S
S
OPW18/0118 25 SEP 2018
LEGEND RESERVE WORKS
EXISTING EDGE OF GRAVEL 1. DEMOLISH EXISTING GRAVEL
EXISTING TOP OF BATTER 2. REMOVE ALL DEBRIS
APPROVED PLAN
NOOSA COUNCIL
3. REMOVE ALL PARKING INDICATOR DISKS
EXISTING TOE OF BATTER 4. REMOVE ALL TIMBER WHEEL STOPS
|X|
EXISTING TIMBER WALL
EXISTING FENCE
S EXISTING SEWER
D EXISTING STORMWATER
-
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\17548_CIVIL.dwg
0 2 4 6 8 10m
1:200 (A1) 1:400 (A3)
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV SP
copyright in accordance with the
Designed Verified
CARPARK EXISTING FEATURES AND AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
NV SP GOODCHAP STREET, NOOSAVILLE DEMOLITION PLAN Drawing Number
used for this specific project. Approved
S. PRYSTUPA
RPEQ No
1137 RDP 17548_C001
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337 Signed MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 23.3.17 PRELIMINARY ISSUE NV ROL APPROVAL VERT DATUM
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
23.3.17 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
1 of 2 A
Page 6
3 3
SP264909 SP264909
18
RP151412
01
-
S
S
EXISTING BUILDING
S
IL 4.54 BUND HEIGHT = 0.3m PROPOSED 600x600 EXISTING STORMWATER
5.0 FIELD INLET PIT TO REMAIN
S
600x600 BASIN D D S
D D
OUTLET PIT D D D D D
5.5
D D SL 5.59
D D D
PROPOSED HEADWALL
S
IL 4.89
6.5
WITH ROCK SCOUR
S
19 PROTETION
RP151412 S S S S S S S S S S S S S S S S
S S S S S S
S 5.5 S
S S S S S S S S S S S S S S S S S S S S S S S S S
4.5
S
6.0
S
S S S S S S S S S S S S S S S S S S S
S S S S
S
S
S
S
S
S
S
S
5.0
S
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
S
S
S S S S S 4.5 5.5
S S
5.0
S
S S
4.0
S S S
S S S S S S S S
S
S
3.
5
S
4.5
S
S
3.0
S
S
S
S
RESERVE WORKS LEGEND
1. REINSTATE DEMOLISHED GRAVEL WITH 150mm DEEP PROPOSED TURF ON 150mm
TOP SOIL AND TURF DEEP TOP SOIL
PROPOSED GRAVEL BUND EXISTING TOP OF BATTER
EXISTING TOE OF BATTER
OPW18/0118 25 SEP 2018
|X|
E EXISTING TIMBER WALL
EXISTING SURFAC
100
EXISTING FENCE
100
S EXISTING SEWER
250
APPROVED PLAN
NOOSA COUNCIL
D EXISTING STORMWATER
600
PROPOSED TOP OF BATTER
IL 4.54
PROPOSED TOE OF BATTER
PROPOSED EARTHWORKS BUND
D PROPOSED Ø450 PVC STORMWATER
PIPE
Ø450 OUTLET PIPE TO 600x600 BASIN
-
REGULATE OUTFLOW OUTLET PIT SF PROPOSED TEMPORARY SEDIMENT
FENCE - REFER IECA STANDARD
Ø450 STORMWATER DRAWINGS SF-01 & SF-02
PIPE
PROPOSED STORMWATER INLET PROTECTION
IN ACCORDANCE WITH IECA STD DRG OG-01
SECTION 01
J:\2017\17548ID2_Goodchap_Street_Carpark\4.CADD\#ACAD\17548_CIVIL.dwg
1:25 @ A1 -
1:50 @ A3
0 2 4 6 8 10m
1:200 (A1) 1:400 (A3)
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to NV SP
copyright in accordance with the
Designed Verified
CARPARK GENERAL ARRANGEMENT AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
NV SP GOODCHAP STREET, NOOSAVILLE PLAN Drawing Number
used for this specific project. Approved
S. PRYSTUPA
RPEQ No
1137 RDP 17548_C002
This drawing shall not be used
Noosa: 07 5449 9600 LOCAL AUTHORITY
Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337 Signed MCU APPROVAL HORIZ DATUM 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566
A 23.3.17 PRELIMINARY ISSUE NV ROL APPROVAL VERT DATUM
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336
23.3.17 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm
2 of 2 A
Page 7
300p
q 122 3 | | | | [hr + | Sv 1.36 258 | 259°} 260-| 261] 262] 263) 264 265) 266) 267) 268 | 269} 270) \271) 272
5400 4 i 2400 1bx2400wide | 6200 5400 257 / 8
3 6000 |" + — \ ¢
5 T-23 ° ~~ 735 oN \ \
8 / \ \.
© / \, \
/ \ NY
j \ \ 3
+ \ \ 8
NY \ 2.
\ NY
\
_ 69 T- 4 4 o | 7 . |. db \ BIN WASH AREA
70 |T-69 1-68 [-67 | 1-66 | T-65| T-64 | T-63 Existing olincil bikepath \
- 8 T-34 \
300! 6300 6300 6600 S|, \
" T-33 291} 290] 289 | \288 | 287 | 286) 285 | 284
LLL 1 Seb
NOOSA COUNCIL
APPROVED PLAN
OPW18/0118 25 SEP 2018
1.
2.
10.
Work to include:-
ht
/ i i
Remove all gravel fill from the hatched area;
Remove all stormwater pipes anf putlets from
the hatched area; i; |
Remove the timber retaining walt structure at
the edge (as shown) of the hatched area;
Remove the Rotunda structure (as shown),
including all footings, from the hatched area;
Remove all debris from the hatched area;
Reinstate the hatched area with top soil and
turf, this being the previous condition of the
land;
Provide for sediment and erosion control
measures as required to stabilise the hatched
area during construction and until the turf is
established;
Ensure all new energy dissipaters associated
with stormwater treatment from the
development are located within the subject
land and not within the hatched area;
Ensure suitable treatments are provided to
prevent stormwater from the development
causing scouring when entering the hatched
area; and
Provide an appraisal by a suitably qualified
and experienced arborist, about the condition
of the trees at the edge of the hatched area
where works have occurred within the root
Zones, and undertake replacement planting if
required.
sttateg)--—----2---- sateen
ewer Mai
WaUMaE as Z
NSO HE SONY 7
7
|
|
| |
pot future Council
kepath through reserve
Architects
MIDDAP ARG
abn 89 671 642 980
P.O.Box 1352
NOOSAVILLE Qld
Ph - 0417 214 096
Email - peter@mad
H
4
rc.
JTECTURE Pty Ltd
6
om.au
CLIENT
PROJECT
Noosaville
DRAWING
RESERVE [UPG!
Extent of Worl
N.C. Oliver Propi
‘el
erties P/L
lopment
ADE WORKS
scale date
1:300 Nov 2)16
Proj no.
1516
sue For
Used in these records
Approved Plans OPW18/0118 .pdfRelated documentApplication case desk ↗
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