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Civil Plans 21556_20220411_Full set
Attached to the e-mail Civil & Electrical Plans - 25 Pavilion Street Pomona.
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Log in to see the plans as drawn SURVEY EROSION & SEDIMENT CONTROL 8. THE CONTRACTOR IS TO TAKE ALL POSSIBLE MEASURES TO ENSURE PROPER COMPACTION TO BACKFILLING OF
1. THIS DESIGN IS BASED ON SURVEY PROVIDED BY LAND SURVEYING DYNAMICS (LSD). OBJECTIVES: TRENCHES AND STRUCTURES.
2. ALL LEVELS ARE TO AUSTRALIAN HEIGHT DATUM (AHD). 1. THESE DRAWINGS ARE PROVIDED FOR GUIDANCE ONLY. THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE 9. THE CONTRACTOR IS TO PROVIDE A CCTV SURVEY OF ALL NEWLY CONSTRUCTED STORMWATER DRAINAGE ASSETS
REQUIRED TO SUIT THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING. FOR APPROVAL BY THE ENGINEER AND / OR LOCAL AUTHORITY.
3. THE CONTRACTOR SHALL CONFIRM EXISTING LEVELS, FEATURES AND UTILITIES PRIOR TO CONSTRUCTION.
2. THE CONTRACTOR SHALL COMPLY WITH ALL STATUTORY REGULATIONS DURING THE CONSTRUCTION PHASE AND 10. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DEMONSTRATE HE HAS CAUSED NO DAMAGE TO EXISTING
4. ALL ELEMENTS OF PROPOSED WORK TO BE SETOUT AND CHECKED BY THE CONTRACTOR'S LICENSED SURVEYOR
STREET
MAINTENANCE PERIOD. STORMWATER INFRASTRUCTURE DURING THE CONSTRUCTION OF THESE WORKS.
AND ANY DISCREPANCIES ARE TO BE REPORTED TO THE SUPERINTENDENT.
SITE OF 3. EROSION AND SEDIMENTATION CONTROL MAY BE AIDED BY MINIMISING THE AREA OF DISTURBANCE. 11. ALL DEFECTS IDENTIFIED BY THE CCTV SURVEY WILL BE REPAIRED TO A SATISFACTORY STANDARD BY THE
WORKS CONTRACTOR. PAYMENT FOR THESE REPAIRS WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR, UNLESS IT
CAN BE DEMONSTRATED THAT THE IDENTIFIED DAMAGE WAS PRE-EXISTING AND THE RESPONSIBILITY OF OTHER
MANAGEMENT PRINCIPLES: PARTIES.
EXISTING SERVICES
4. THE MANAGEMENT PRINCIPLES EMPLOYED IN THESE DRAWINGS ARE IN ACCORDANCE WITH THE 'BEST PRACTICE 12. UPON COMPLETION ALL STORMWATER DRAINAGE INFRASTRUCTURE WILL BE CLEAR OF DEBRIS AND OTHER
1. THE LOCATION OF ALL IN-GROUND AND OVERHEAD SERVICES HAS BEEN DETERMINED FROM FIELD SURVEY, DIAL
EROSION AND SEDIMENT CONTROL' MANUAL, PUBLISHED BY THE INTERNATIONAL EROSION CONTROL ASSOCIATION BLOCKAGES.
POMONA YUROL BEFORE YOU DIG ENQUIRIES AND INFORMATION PROVIDED BY THE SERVICE PROVIDERS / AUTHORITIES.
PAVILION
SHOWGROUNDS NATURE REFUGE (IECA). THE BASIC PRINCIPLES ARE TO:
2. THE SERVICES ARE SHOWN ON THESE DRAWINGS FOR INFORMATION ONLY AND NO RESPONSIBILITY IS TAKEN FOR ● MINIMISE THE AREA OF DISTURBANCE;
THE ACCURACY OR COMPLETENESS OF THE INFORMATION SUPPLIED. ● CONTROL DRAINAGE PATHS UPSTREAM OF SITE AND AT OUTLETS FROM SITE; SUBSOIL DRAINAGE
3. NOT ALL EXISTING SERVICES HAVE NECESSARILY BEEN IDENTIFIED AND SHOWN ON THE DRAWINGS. ● MINIMISE EROSION; 13. SUBSOIL DRAINS SHALL BE SUPPLIED AND CONSTRUCTED IN ACCORDANCE WITH MRTS03.
● MINIMISE SEDIMENTATION;
4. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING SERVICES ON THE SITE PRIOR TO COMMENCING 14. SUBSOIL DRAINS ARE TO BE GRADED AT 1% MINIMUM (DESIRABLE) AND 0.5% (MINIMUM).
NORTH
● PROGRESSIVELY REVEGETATE AND REHABILITATE THE SITE.
WORKS.
15. SUBSOIL FLUSHING POINTS ARE TO BE PLACED AT A MAXIMUM DISTANCE OF 50m.
5. NO WORK IS TO BE UNDERTAKEN OVER OR WITHIN 3m OF EXISTING SERVICES PRIOR TO NOTIFICATION TO THE
CONSTRUCTION PRE-START MEETING: 16. THE MAXIMUM LENGTH OF ANY SUBSOIL DRAINAGE LINE SHALL BE 100m.
APPROPRIATE AUTHORITIES.
COOROORA 5. THE CONSTRUCTION PRE-START MEETING IS AN OPPORTUNITY FOR ALL PARTIES TO DISCUSS CRITICAL ISSUES, SUCH 17. THE CONTRACTOR SHALL ENSURE THAT ANY EXISTING SUBSOIL DRAINS HAVE AN APPROPRIATE OUTLET.
6. EXISTING VALVES, HYDRANTS, PITS, ACCESS CHAMBERS AND OTHER UTILITIES SHALL BE MODIFIED WHERE
POMONA CREEK PARK AS:
COA
NECESSARY TO SUIT FINAL FINISHED SURFACE LEVELS.
TOWN CENTRE ● KEY OBJECTIVES OF THE EROSION AND SEDIMENT CONTROL PLAN;
ST
● REQUIRED WATER QUALITY OBJECTIVES;
● PERFORMANCE MONITORING AND INSPECTION PROCEDURES; CONCRETE
CLEARING, GRUBBING AND DISPOSAL ● IDENTIFICATION OF THE RESPONSIBLE SITE OFFICERS; 1. CONCRETE WORKS SHALL BE IN ACCORDANCE WITH AS3600 CONCRETE STRUCTURES.
RA
IL ● IDENTIFICATION OF CRITICAL ENVIRONMENTAL CONCERNS;
1. CLEARING SHOULD NOT OCCUR UNLESS PRECEDED BY THE INSTALLATION OF ALL NECESSARY EROSION AND 2. CONCRETE SHALL BE BATCHED USING BLENDED CEMENT: 25% FLYASH & 75% PORTLAND CEMENT. ANY ALTERNATIVE
LINE ● REPORTING PROCEDURES FOR NON-COMPLIANCE ACTIVITIES AND EVENTS.
SEDIMENT CONTROL MEASURES. THE EXCEPTION WOULD BE ANY CLEARING NECESSARY TO ALLOW INSTALLATION PROPORTIONS SHALL BE SUBMITTED FOR APPROVAL.
LOCALITY PLAN OF THESE CONTROL MEASURES. 3. CONCRETE TEMPERATURE AT PLACEMENT;
2. CLEARING SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. SITE INSPECTION AND MONITORING: ● NO CONCRETE SHALL BE PLACED IF THE TEMP OF THE CONCRETE IS LESS THAN 10°C OR EXCEEDS 35°C.
3. ESTABLISH ANY NON-DISTURBANCE OR EXCLUSION AREAS IDENTIFIED. 6. CONTRACTOR SHALL NOMINATE A PERSON RESPONSIBLE FOR INSTALLATION, MONITORING AND MAINTENANCE OF ● CONCRETE SHALL BE PLACED AND COMPACTED WITHIN 1 HOUR OF CHARGING THE MIXER FOR CONCRETE
CONTROL MEASURES (E.G. SITE FOREMAN). TEMPERATURES UP TO 32°C & WITHIN 45 MINUTES OF CHARGING THE MIXER FOR CONCRETE TEMPERATURES
4. WHERE APPROPRIATE, IDENTIFY, ISOLATE AND/OR PROTECT RETAINED VEGETATION. UP TO 35°C.
7. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOULD BE INSPECTED:
5. CLEARING SHALL BE MINIMISED TO ONLY THE TREES AND VEGETATION NECESSARY TO UNDERTAKE THESE WORKS. 4. ALL CONCRETE SHALL BE VIBRATED UNO.
PROJECT DRAWINGS SCHEDULE 6. A SPOTTER-CATCHER SHOULD BE PRESENT DURING ALL CLEARING OPERATIONS.
● AT LEAST DAILY WHEN RAIN IS OCCURRING;
● AT LEAST WEEKLY (EVEN IF WORK IS NOT OCCURRING ON-SITE); 5. PROVIDE 20mm FILLETS OR CHAMFERS FOR EXPOSED CONCRETE EDGES HAVING CONTAINED ANGLE OF LESS THAN
DRG NO REVISION DRAWING TITLE 7. CLEARING AND GRUBBING INCLUDES REMOVAL OF THE MAIN TREE ROOTS TO A MINIMUM DEPTH OF 1.0m AND THE ● WITHIN 24 HOURS PRIOR TO EXPECTED RAINFALL; 120° UNO
REMOVAL OF SURFACE ROOTS AND VEGETABLE MATTER FROM THE TOP 0.3m BELOW THE NATURAL SURFACE LEVEL. ● WITHIN 18 HOURS OF A RAINFALL EVENT.
21556-C001 A LOCALITY PLAN, PROJECT NOTES & DRAWINGS SCHEDULE 6. SUPPORT REINFORCEMENT ON PLASTIC CHAIRS AND SPACERS TO GIVE CORRECT CONCRETE COVER.
8. DISPOSAL OF ALL CLEARED VEGETATION AND RUBBISH SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE 8. CONTRACTOR TO CHECK AFTER RAINFALL FOR PERFORMANCE INDICATORS SUCH AS EVIDENCE OF EXCESSIVE FLOW WHERE PLASTIC CHAIRS ARE TO BE TEMPORARILY SUPPORTED BY SOIL:
21556-C002 A PLAN OF DEVELOPMENT LOCAL AUTHORITY. CONCENTRATIONS, EROSION PATHS DEVELOPING, SILT AND SEDIMENT ACCUMULATION. ● FOR MESH REINFORCEMENT, PROVIDE 'PIE PLATE' SUPPORT UNDER EACH CHAIR OR POUR 50mm MINIMUM
21556-C100 A EARTHWORKS PLAN AND EROSION & SEDIMENT CONTROL 9. CLEARED VEGETATION CAN BE PROCESSED THROUGH WOOD CHIPPING AND THE MULCH PRODUCED PLACED IN 9. CONTRACTOR TO CHECK DURING RAIN THAT FLOWS ARE NOT BYPASSING CONTROL MEASURES. BLINDING CONCRETE
INTERIM STOCKPILES FOR LATER USE IN EROSION AND SEDIMENT CONTROL OR LANDSCAPING PURPOSES. 10. WHEN A SITE INSPECTION DETECTS A NOTABLE FAILURE IN THE ADOPTED MEASURES, THE SOURCE OF THIS FAILURE 7. POUR JOINTS
21556-C200 A ROADWORKS AND DRAINAGE PLAN SHEET 1 OF 2 ● SCABBLE THE FACE OF POUR JOINTS AND CLEAN OFF DUST AND CONTAMINANTS BEFORE NEW POUR
MUST BE INVESTIGATED AND THE APPROPRIATE AMENDMENTS MADE TO THE SITE CONTROLS.
21556-C201 A ROADWORKS AND DRAINAGE PLAN SHEET 2 OF 2 ● COAT FACE WITH BONDING AGENT
11. THE CONTRACTOR SHALL MAINTAIN A WRITTEN RECORD OF DATES OF ALL INSPECTIONS INCLUDING ANY
CORRECTIVE ACTIONS TAKEN. 8. CONCRETE SHALL BE CURED IN ACCORDANCE WITH THE FOLLOWING REQUIREMENTS AND WITH AS3600 CONCRETE
21556-C202 A ROAD LONGITUDINAL SECTION, TYPICAL SECTIONS AND DETAILS EARTHWORKS / EXCAVATION
STRUCTURES;
GENERAL: PERFORMANCE CRITERIA:
21556-C203 A ROAD CROSS SECTIONS SHEET 1 OF 2
1. ALL EXISTING UNDERGROUND SERVICES TO BE LOCATED AND MARKED PRIOR TO COMMENCEMENT OF EXCAVATION. ● CRACKS IN CONCRETE (90 DAYS AFTER PLACEMENT) SHOULD NOT EXCEED 0.3mm AT THE SURFACE.
21556-C204 A ROAD CROSS SECTIONS SHEET 2 OF 2 ROAD PAVEMENT CONCRETE WITH CRACKS EXCEEDING LIMIT SHALL BE REPAIRED.
2. ALL EARTHWORKS ACTIVITIES INCLUDING STRIPPING, EXCAVATION, FILLING, COMPACTION AND TESTING, IS TO BE
OBTAIN SUPERINTENDENT APPROVAL FOR REPAIR METHODS PREFERRED CURING METHOD.
21556-C300 A STORMWATER DRAINAGE DETENTION/BIORETENTION BASIN DETAILS UNDERTAKEN IN ACCORDANCE WITH MRTS04, THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT AUSTRALIAN GENERAL:
● WHILST PLACING, SPRAY CONCRETE WITH ALIPHATIC ALCOHOL AFTER FIRST SCREED & AGAIN DURING
STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE 1. ASPHALT PAVEMENTS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH MRTS30.
21556-C301 A STORMWATER DRAINAGE LONGITUDINAL SECTION FINISHING WORKS:
ENGINEER.
2. WHERE APPLICABLE, THE ASPHALT OVERLAY IS TO BE TIED-IN NEATLY TO THE KERB AND CHANNEL FOLLOWING EDGE ● COMMENCE CURING TOP SURFACE OF SLABS ONCE FINISHING OPERATIONS COMPLETE.
21556-C400 A SEWERAGE RETICULATION LAYOUT PLAN 3. STOCKPILES SHALL BE COVERED WITH TARPS. PLANING. COMMENCE CURING ALL OTHER SURFACES WITHIN 1 HR OF STRIPPING FORMWORK.
4. EARTHWORKS SHOULD AVOID THE EROSION OR SILTATION OF ADJOINING LANDS, STREAMS OR WATERCOURSES. ● CURE FOR 7 DAYS MINIMUM.
21556-C401 A SEWERAGE RETICULATION LONGITUDINAL SECTIONS 3. UNBOUND PAVEMENTS SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH MRTS05.
5. ALL EROSION AND SEDIMENT CONTROLS TO BE INSTALLED AND FULLY OPERATIONAL PRIOR TO COMMENCEMENT OF 4. BASE COURSE AND SUB BASE TO BE STEPPED, AT JOINT BETWEEN EXISTING AND PROPOSED PAVEMENT, IN
21556-C500 A WATER SUPPLY PLAN EARTHWORKS. ACCORDANCE WITH STANDARD DRAWING IPWEAQ RS-170.
21556-SWCLC A STORMWATER DRAINAGE CATCHMENT PLAN & CALCULATIONS 6. EARTHWORKS SHOULD BE STAGED TO MINIMISE THE EXTENT AND DURATION OF SOIL EXPOSURE. REINFORCEMENT
5. ALL PAVING OPERATIONS INCLUDING MATERIAL SUPPLY, CONSTRUCTION PROCEDURES AND TESTING
REQUIREMENTS SHALL BE IN ACCORDANCE WITH TMR STANDARDS AND SPECIFICATIONS. 1. REINFORCEMENT SHALL CONFORM WITH TMR MRTS71 'REINFORCEMENT STEEL' .
NOOSA SHIRE COUNCIL'S CURRENT STANDARD DRAWINGS & ADDENDUMS ARE AVAILABLE ONLINE AT TOPSOIL:
www.noosa.qld.gov.au/planning-development/development-tools-guidelines/standard-drawings 2. ALL REINFORCEMENT SHALL BE ACRS (AUSTRALIAN CERTIFICATION AUTHORITY FOR REINFORCING STEEL) CERTIFIED.
7. PRIOR TO ANY EARTHWORKS ACTIVITIES, TREE STUMPS, BUILDING DEBRIS, ORGANIC RICH TOPSOIL AND SEVERELY EXISTING PAVEMENT: 3. REINFORCEMENT SHALL BE 'N' GRADE D500N HOT ROLLED HIGH YIELD BARS TO AS 4671. U.N.O.
ROOT AFFECTED AREAS MUST BE REMOVED. WHERE 'R' BARS ARE SPECIFIED, THESE SHALL BE ROUND BARS GRADE R250N.
6. WHERE PAVEMENT WIDENING IS PROPOSED, THE EXISTING PAVEMENT IS TO BE SAW CUT TO FORM THE JOINT, AS
8. ORGANIC RICH TOPSOIL MUST NOT BE USED IN FILL. IT SHALL BE STOCKPILED FOR RE-USE IN LANDSCAPING OR PER STANDARD DRAWING IPWEAQ RS-170. THE DEPTH OF THE EXISTING PAVEMENT IS TO BE CONFIRMED AS PART OF 4. BAR SHAPES SHALL BE PER TMR STANDARD DRAWING 1043, U.N.O. HOOKS AND COGS SHALL BE DETAILED PER TMR
DISPOSED OF. TOPSOIL STOCKPILES SHALL NOT EXCEED 2m IN HEIGHT. THIS PROCEDURE. STANDARD DRAWING 1044.
7. ALL EXISTING PAVEMENT SURFACES ARE TO BE SWEPT CLEAN OF ALL LOOSE DEBRIS/FOREIGN MATTER PRIOR TO 5. DO NOT CUT REINFORCEMENT TO CLEAR PENETRATIONS, SLEEVES OR H.D BOLTS. DISPLACE REINFORCEMENT
SUBSOILS: APPLICATION OF SEAL. SLIGHTLY AS NECESSARY AND PROVIDE CORRECT COVER TO THE PENETRATIONS, SLEEVES OR H.D BOLTS.
9. ENSURE SUITABLE GROUND COVER IS PROVIDED TO ALL EXPOSED SUBSOILS AS SOON AS PRACTICAL, TO MINIMISE 8. AREAS OF EXISTING PAVEMENT CONTAINING POTHOLES, TO BE SAW CUT AND REPLACED WITH DEEP LIFT ASPHALT 6. REINFORCEMENT LAP SPLICE LENGTHS (mm) UNO ON DRAWINGS.
GENERAL NOTES
THE RISK OF SOIL EROSION, ESPECIALLY IF THE SOILS ARE DISPERSIVE. WITH A MINIMUM THICKNESS OF 100mm.
1. DO NOT SCALE DRAWINGS. D500N BAR DIAMETER (mm)
9. IF UNDERLYING GRAVEL IS EXPOSED DURING MILLING OPERATIONS A PRIMER SEAL SHALL BE PLACED OVER THE BAR LOCATION 12 16 20 24 28 32
2. ALL DISCREPANCIES SHALL BE REFERRED TO THE SUPERINTENDENT FOR CLARIFICATION BEFORE PROCEEDING.
SUBGRADES: AFFECTED AREA. LAP LENGTH (mm)
3. THE CONTRACTOR SHALL NOTIFY THE SUPERINTENDENT IN WRITING OF ALL VARIATIONS ARISING FROM THE
10. SUBGRADES IN PAVEMENT AREAS SHALL BE PROOF ROLLED USING A MINIMUM 10T FLAT DRUM ROLLER AND ANY ALL OTHER BARS 450 600 850 1200 1400 1750
CLARIFICATION OF THE DISCREPANCY.
SOFT SPOTS OR UNSUITABLE MATERIALS SHALL BE EXCAVATED AND REPLACED WITH SELECT FILL. WELDED MESH 225mm LAP
4. THE CONTRACTOR SHALL SUBMIT DETAILS OF ANY ADDITIONAL COST ARISING FROM A VARIATION TO THE
11. SUBGRADE TESTS SHALL BE UNDERTAKEN AND RESULTS SUPPLIED TO THE ENGINEER, TO DETERMINE THE TRAFFIC MANAGEMENT
SUPERINTENDENT FOR APPROVAL, BEFORE PROCEEDING WITH THE WORKS.
ADEQUACY OF THE PAVEMENT DEPTH DETAILED ON THE DRAWINGS.
5. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT 1. NO WORK IS TO BE UNDERTAKEN UNDER OR ADJACENT TO LIVE TRAFFIC WITHOUT A PRE-APPROVED TRAFFIC
12. THE SUBGRADE IS TO BE INSPECTED BY THE SUPERINTENDENT BY MEANS OF A PROOF ROLL, BY A LOADED WATER CONTROL PLAN.
AUSTRALIAN STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY
CART, PRIOR TO PLACEMENT OF ANY PAVEMENT LAYERS. THE SUBGRADE SHALL EXHIBIT NO VISIBLE SIGNS OF
AND THE SUPERINTENDENT. 2. THE CONTRACTOR IS TO ENSURE THAT ALL NECESSARY PERMITS ARE GRANTED AND MEASURES ARE ONLY IN PLACE
DEFORMATION UNDER PROOF-ROLLING.
6. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING AND AN WITHIN THE APPROVED HOURS STIPULATED.
13. THE SUPERINTENDENT MAY REQUEST ADDITIONAL SUBGRADE TESTING OR SUBGRADE REPLACEMENT FOLLOWING
OFFICIAL PRE-START MEETING WITH A REPRESENTATIVE OF COUNCIL AND THE ENGINEER HAVE BEEN HELD. THE 3. THE CONTRACTOR SHALL ENSURE THAT ALL MEASURES ARE INSTALLED IN ACCORDANCE WITH THIS APPROVED
THIS INSPECTION.
CONTRACTOR IS TO OBTAIN A COPY OF THE MINUTES OF THE PRE-START MEETING AND SHALL COMPLY WITH THE TRAFFIC CONTROL PLAN INCLUDING TEMPORARY SIGNS, BARRIERS, LIGHTS ETC.
REQUIREMENTS THEREOF.
4. THE CONTRACTOR SHALL NOMINATE A REPRESENTATIVE TO IMPLEMENT, MONITOR AND ADDRESS ALL TRAFFIC
7. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION. STOCKPILE MANAGEMENT: MANAGEMENT ISSUES.
8. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS. 14. CONTRACTOR TO ENSURE STOCKPILES ARE NOT LOCATED IN A POSITION WHERE THEY COULD BE WASHED INTO A
5. ALL TRAFFIC CONTROL MEASURES SHOULD CAUSE THE MINIMUM DISRUPTION POSSIBLE TO ALL OTHER USERS,
GUTTER, DRAIN OR WATER BODY, SUCH AS: INCLUDING MOTORISTS AND PEDESTRIANS.
9. THE WORK AREA WILL BE MINIMISED TO FACILITATE CONSTRUCTION WHILST ENABLING CONTINUAL OPERATIONS OF
● ON A ROAD PAVEMENT;
THE NEIGHBOURING AREA, TO THE SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT.
● WITHIN AN OVERLAND FLOW PATH;
10. WORKING HOURS, COMMUNICATIONS PROTOCOLS, SITE ACCESS, AREA FOR CONTRACTORS FACILITIES/STORAGE ● ADJACENT TO STREAM BANKS.
C:\Users\DES2\Dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg
AND SITE SECURITY TO BE AGREED WITH THE PRINCIPAL AND SUPERINTENDENT. STORMWATER DRAINAGE
15. CONTRACTOR TO ENSURE STOCKPILES ARE COVERED WITH A TARP OR OTHER IMPERVIOUS COVER. LONG TERM
11. THE FOLLOWING HOLD POINT INSPECTIONS WILL BE REQUIRED; STOCKPILES CAN BE COVERED WITH MULCH OR TEMPORARY VEGETATION (GRASS). 1. EXCAVATION, BEDDING AND BACKFILLING OF STORMWATER DRAINAGE PIPES TO BE IN ACCORDANCE WITH
● CONSTRUCTION PRE-START MEETING STANDARD DRAWING IPWEAQ DS-0030 (TYPE 2).
16. ENSURE APPROPRIATE DUST CONTROL MEASURES EXIST FOR ALL STOCKPILES. ENSURE AN APPROPRIATE SEDIMENT
● SET OUT
CONTROL SYSTEM IS LOCATED DOWN-SLOPE OF ALL STOCKPILES. 2. ALL MANHOLES TO BE 1050mm DIAMETER IN ACCORDANCE WITH STANDARD DRAWING IPWEAQ DS-010.
● DEMOLITION
● SUBGRADE PROOF-ROLLS 3. ALL MANHOLE COVERS LOCATED WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS D IN ACCORDANCE WITH
● PRE-SEAL PROOF-ROLLS SITE REHABILITATION: STANDARD DRAWING IPWEAQ DS-019.
● CONCRETE PRE-POURS 17. ENSURE THE SOIL SURFACE IS SCARIFIED PRIOR TO THE PLACEMENT OF TOPSOIL TO BREAK UP ANY EXCESSIVE 4. ALL MANHOLE COVERS LOCATED NOT WITHIN ROADWAY TO BE SOLID DUCTILE CAST IRON CLASS B IN ACCORDANCE
● FINAL INSPECTION COMPACTION, AND ENABLE THE APPROPRIATE KEYING OF THE SOIL LAYERS. WITH STANDARD DRAWING IPWEAQ DS-020.
12. THE CONTRACTOR SHALL PROVIDE ALL MANAGEMENT PLANS, INCLUDING TRAFFIC MANAGEMENT PLAN, 18. SCARIFY LIGHTLY COMPACTED SOILS TO A MINIMUM DEPTH OF 100mm AND HEAVILY COMPACTED SUBSOILS TO A 5. THE CONTRACTOR IS TO CONSIDER CONSTRUCTION LOADING ON EXISTING AND NEW STORMWATER PIPES AND
ENVIRONMENTAL MANAGEMENT PLAN AND WORK PLACE HEALTH AND SAFETY PLAN FOR REVIEW AND APPROVAL OF MINIMUM DEPTH OF 300mm. STRUCTURES.
PRINCIPAL AND SUPERINTENDENT, PRIOR TO CONSTRUCTION.
19. TURF MUST NOT BE PLACED ON EXCESSIVELY COMPACTED SOILS. 6. ALL PIPE PENETRATIONS WILL BE NEATLY MORTARED ON THE INSIDE FACE OF MANHOLES AND / OR PITS.
13. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE AND DEMOBILISE TO THE
20. ALL SITE REHABILITATION MEASURES SHOULD BE MONITORED, PARTICULARLY AFTER RAINFALL. 7. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL TRENCH EXCAVATION AND CONSTRUCTION IS IN
SATISFACTION OF THE PRINCIPAL AND SUPERINTENDENT.
ACCORDANCE WITH CURRENT CONSTRUCTION SAFETY ACT AND WORKPLACE HEALTH AND SAFETY LEGISLATION.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
SURVEYORS & PLANNERS JNE DEVELOPMENTS P/L 25 PAVILION ST, POMONA LOCALITY PLAN, PROJECT NOTES & A1
the agreement between TOD LAND SURVEYING DYNAMICS (LSD) Designed Verified
Consulting Pty Ltd (tc) and tc's
p 0412 666 516 JF DR RESIDENTIAL SUBDIVISION DRAWINGS SCHEDULE Drawing Number
client. This drawing shall only
be used for this specific project. e [email protected] Approved RPEQ No RP DESCRIPTION 21SP316902 21556-C001
This drawing shall not be used w www.landsurveyingdynamics.com Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
MCU APPROVAL - HORIZ DATUM MGA 2020 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 11.04.22 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL21/0017 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 11.04.22 OPW APPROVAL - RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 1 of 14 A
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Full text of sections 2 to 4 (of 16)
Section 2
#35
3RP809059
#37
2RP809059
#31
#33 5RP809059
4RP809059
STREET
#29
6RP809059
EXISTING EASEMENT TO
BE PARTIALLY RETAINED
OVER REMAINING SEWER
98d25'39" 98d25'39" 98d25'39" 98d25'39" 98d25'39" 98d25'39"
172.346 28.133 26.000 30.000 32.130 45.492
9
8d25'39"
22.500
#27
8d25'39"
9d2'21"
27.315
27.669
1069m2 1RP189023
7 8
8d25'39"
33.669
6
8d25'39"
1001m2
37.169
8d25'39"
38.481
600 1001m2
8d23'53"
VEGETATION COVENANT
42.669
2
1028m 98d25'39" 98d25'39"
1274m2 '0"
83d23 6
27.873 45.000
18.54
'0"
83d23 5 EXISTING EASEMENT
98d25'39" 98d25'39" 24.48
TO BE EXTINGUISHED
PROPOSED EASEMENT 24.000 8.193
FOR STORMWATER 98d25'39" 98d25'39"
1" 10.500 64.891
31'2 '0"
83d23 5
14 65d 0.124
10 2 98d25'39" 22.19
8d23'39"
14 d0'5 1
87.669
DEVELOPED FLOOD EXTENT
.77 2" 7" 2.431 6.978
(PEAK URBAN 09-11-2021) 0'2 48"
1.641ha 7
4d5 846
6 0. 85d52'
98d25'39" 1 98d25'39" 98d25'39" 98d25'39" 24.895
5.985 9.955 27.085 25.700 25.700
PROPOSED EMT
VEG
FOR SEWER
166 .115
E
TAT
25
d47
9d2'19"
50.172
AREA FOR LOT 10 ACCESS & SERVICES #23
1
ION
'45"
8d25'39"
20SP316902
44.408
2
COV
2
5 4 3 1000m
8d25'39"
8d25'39"
8d25'39"
39.000
39.000
39.000
ENA
1002m2
844m2 1002m2 1002m2
NT
7"
43'3
73d .100
6
163 .425
14
d43
'37"
PAVILION
98d25'39" PROPOSED EASEMENT FOR STORMWATER & SEWER 98d25'39" 98d25'39" 98d25'39" 98d25'39" 98d25'39"
208.683 17.341 25.700 25.700 24.300 20.900
EXISTING EASEMENT EXISTING EASEMENT EXISTING EASEMENT TO
TO BE EXTINGUISHED TO BE EXTINGUISHED BE PARTIALLY RETAINED
OVER REMAINING SEWER
#19
41RP35076
4RP35077
C:\Users\DES2\Dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg
#26
2RP47620
REFER DRG NO C001 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
SURVEYORS & PLANNERS JNE DEVELOPMENTS P/L 25 PAVILION ST, POMONA PLAN OF DEVELOPMENT 1: 500 A1
the agreement between TOD LAND SURVEYING DYNAMICS (LSD) Designed Verified
Consulting Pty Ltd (tc) and tc's
p 0412 666 516 JF DR RESIDENTIAL SUBDIVISION Drawing Number
client. This drawing shall only
be used for this specific project. e [email protected] Approved RPEQ No RP DESCRIPTION 21SP316902 21556-C002
This drawing shall not be used w www.landsurveyingdynamics.com Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
MCU APPROVAL - HORIZ DATUM MGA 2020 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 11.04.22 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL21/0017 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 11.04.22 OPW APPROVAL - RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 2 of 14 A
Section 3
LEGEND
EXISTING CONTOURS : 1.0m INTERVALS
88 FINISHED CONTOURS : 1.0m INTERVALS
PROPOSED BUILDING PAD
#31 86.50 PROPOSED FINISHED EARTHWORKS LEVEL
#33 5RP809059 PROPOSED TOP OF BANK
4RP809059 PROPOSED TOE OF BANK
PROPOSED DRAIN INVERT
PROPOSED KERB & CHANNEL
EARTHWORK DEPTHS (1m INCREMENTS)
STREET
CUT FILL
EROSION & SEDIMENT CONTROL NOTES
THIS DRAWING IS PROVIDED FOR GUIDANCE ONLY.
REMOVE REDUNDANT FARM DAM FILL INTO ADJOINING LOT, AS PER AGREEMENT WITH LAND #29 THE CONTRACTOR SHALL ASSESS WHAT MEASURES ARE REQUIRED TO
WALL TO SUPPLY COMPENSATORY OWNER, TO SAFEGUARD AGAINST FUTURE ROAD EXTENSION. 6RP809059 SUIT THE PROPOSED CONSTRUCTION METHODOLOGY AND STAGING.
FLOOD PLAIN CUT VOLUME (145m³) THE FOLLOWING EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE USED IN CONJUNCTION WITH THIS PLAN BUT NOT LIMITED TO:
SF SEDIMENT FENCE IECA STD DRG SFB-01 & 02
CATCH DRAIN IECA STD DRG CD-01
SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF
INLET FILTER SOCK IECA STD DRG FS-01
86.50 86.70
SF
84 85 87.67 88.44 88.92 91.82 92.78 96.24 SITE ENTRY / EXIT IECA STD DRG EXIT-01
86
87
91
92
90
89
93
94
95
96
88
SI RT
BA E
#27
S DIV
N
9 1RP189023
HE TO
8
TO M
92.65 96.11
R
SF
7
ER BE
6
AT /
W IN
91.82 EARTHWORK VOLUMES
Y RA
600
RT D
CUT VOLUME (TO NOMINAL ROAD SUBGRADE) 2,137 m3
DI CH
88.59 FILL VOLUME 15,630 m3
T
87.55 88.10
CA
SF
100 100
96 96
97 97
98 98
95 95
99 99
94 94
NOTES
86.50 86.70
93 93
1. NO ALLOWANCE MADE FOR STRIPPING.
92 92
HES BASIN 2. NO ALLOWANCE MADE FOR BULKING OR COMPACTION.
91 91
REFER DETAIL 3. ALLOWS FOR A 280mm DEPTH OF ROAD PAVEMENT BOXING.
90 90
89 89
88 88
SF 87
SF
WARNING
OVERHEAD POWER
IN VICINITY OF WORKS DIAL BEFORE
LOOK UP & LIVE
YOU DIG
SF
86.70 87.35 87.50 87.70 87.76 89.50
CATCH DRAIN / BERM TO DIVERT
DIRTY WATER TO HES BASIN
www.1100.com.au
#23 IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE
1 20SP316902 EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION.
2
SF
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY
10 5 4 3
88
84
85
86
87
89
SF
86.70 87.35 87.77 87.97 88.03 89.50
PAVILION
SF SF SF SF SF SF SF SF SF SF SF
A
FREE
-
CONSTRUCT OVERLAND FLOW SWALE DRAINING
WITHIN LOT 10. REFER SECTION A.
ALL EARTHWORK AREAS ARE TO BE TOPSOILED AND STABILISED AS
SOON AS PRACTICAL FOLLOWING BULK EARTHWORKS OPERATIONS
PROVIDE FILL OVER SHALLOW SEWER,
ENSURING THE FINISHED SURFACE FREE
DRAINS TO THE WEST. REFER DRG C400.
#19
4RP35077
32 5.7 1.0 1.2 3.0 1.4
CONSTRUCT TYPE B HIGH EFFICIENCY SEDIMENT (HES) BASIN AND
SHOWGROUNDS
3.0 EASEMENT
EMT
POMONA
RP BDY
0.2
MIXING FOREBAY AS PER STANDARD DRAWING IN APPENDIX A OF EXISTING SURFACE
1.5 1.5 SEDIMENT MANAGEMENT ON CONSTRUCTION SITES. INLET LEVEL
BASIN SIZE : 719m³, BASE 32m x 11m x 1.7m DEEP
1.2
LOT 10 FSL
1
1:
1:
MIXING ZONE : 55m³, BASE 11m x 3m x 1.2m DEEP
1.7
1:3
1
1:
1
CATCHMENT AREA : APPROX 1.58 Ha
C:\Users\DES2\Dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg
NATURAL SURFACE SETTLING ZONE SIZE : 553m³ (350m³/Ha)
SEDIMENT STORAGE SIZE : 166m³ (30% SETTLING ZONE) SETTLING ZONE 32 x 11 BASE LEVEL SPREADER MIXING ZONE
DEPTH VARIES. 150mm NOM. TOPSOIL & TURF SWALE TOTAL SEDIMENT BASIN SIZE : 719m³ SETTLING VOLUME 553m³ RL 0.2m BELOW INLET LEVEL 3 x 11 BASE (55m³)
WITHIN EASEMENT
MIXING ZONE SIZE : 55m³ (10% OF SETTLING ZONE) SEDIMENT STORAGE 166m³
TOTAL BASIN VOLUME 719m³
OVERLAND FLOW SWALE DETAIL
SECTION A HIGH EFFICIENCY SEDIMENT (HES) BASIN DETAIL
SCALE 1:50 - NOT TO SCALE
REFER DRG NO C001 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
SURVEYORS & PLANNERS JNE DEVELOPMENTS P/L 25 PAVILION ST, POMONA EARTHWORKS PLAN AND 1: 500 A1
the agreement between TOD LAND SURVEYING DYNAMICS (LSD) Designed Verified
Consulting Pty Ltd (tc) and tc's
p 0412 666 516 JF DR RESIDENTIAL SUBDIVISION EROSION & SEDIMENT CONTROL Drawing Number
client. This drawing shall only
be used for this specific project. e [email protected] Approved RPEQ No RP DESCRIPTION 21SP316902 21556-C100
This drawing shall not be used w www.landsurveyingdynamics.com Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
MCU APPROVAL - HORIZ DATUM MGA 2020 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 11.04.22 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL21/0017 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 11.04.22 OPW APPROVAL - RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 3 of 14 A
Section 4
LEGEND #33
4RP809059
EXISTING CONTOURS : 1.0m INTERVALS
88 FINISHED CONTOURS : 1.0m INTERVALS
FINISHED CONTOURS : 0.1m INTERVALS
EXISTING KERB & CHANNEL
EXISTING EDGE OF BITUMEN 207.481
EXISTING DRAINAGE 86.50 86.70
EXISTING SEWER
EXISTING WATER REMOVE REDUNDANT FARM DAM
EXISTING TELCO WALL TO SUPPLY COMPENSATORY 87.67 88.44 88.92
EXISTING ELECTRICITY (OVERHEAD) FLOOD PLAIN CUT VOLUME (145m³)
PROPOSED KERB & CHANNEL
PROPOSED DRAINAGE 85
84
86
87
90
89
88
S PROPOSED SEWER 200
W PROPOSED WATER
86.50 PROPOSED EARTHWORKS LEVEL
PROPOSED ROAD PAVEMENT
PROPOSED CONCRETE PATHWAY
PROPOSED CONCRETE DRIVEWAY
DRIVEWAY SETOUT TURNINGHEADSETOUT 8
PT
01
EASTING
485782.752
NORTHING
7084724.865
LEVEL
85.020
PT
20
EASTING
485807.361
NORTHING
7084717.107
LEVEL
86.969 190
7
02 485779.785 7084725.303 85.020 21 485807.940 7084721.015 86.930 6
03 485784.405 7084720.988 86.170 22 485814.147 7084720.095 87.038
04 485782.896 7084718.395 86.200 23 485817.859 7084721.026 87.124
2 NO. D4-5 OBSTRUCTION MARKER SIGNS
05 485779.249 7084716.445 86.500 24 485819.826 7084724.308 87.195 600
06 485784.368 7084715.687 86.500 25 485821.325 7084734.430 87.265
07 485787.232 7084717.284 86.307 26 485826.716 7084733.632 87.265
08 485785.652 7084720.551 86.212 27 485826.283 7084730.706 87.250 183
09 485795.029 7084719.162 86.512 28 485826.490 7084726.507 87.209 25 26
S S S
10 485794.589 7084716.194 86.542 29 485828.288 7084722.707 87.181 88.59
0.435
87.55 88.10
TC160.034
CT128.312
11 485799.050 7084719.480 86.641 30 485831.404 7084719.884 87.160
W
27
REFER DRG C300
S
12 485799.951 7084716.619 86.671 31 485835.363 7084718.468 87.139
TC12
FOR
13 485802.577 7084720.590 86.758 32 485837.540 7084712.636 87.127
BASIN DETAILS CT177.313
150
140
130
1m
2
RADIUS
86.50 86.70 28 A
CU
S
W
W
R
LE
W
VE
V
L
E
4 W W
REFER DRG C201 FOR CONTINUATION
24 ID W W W W W W W W
S
A 29 EN
S
SETOUT 5 R1 IN
6 G
R5.0
.92
A
W
5
90
K&C TYPE M1 30
23
S
31
89
88
S
13
KERB DETAIL
90
02 01 21 22
W
11 87
NOT TO SCALE
CJ
89
03 08
88
09 20 32
S
CJ
CJ
S
CJ
S
EJ
EJ
CJ
CJ
CJ
W
SC
S
07 S S S S S S S S S S S S S S S S S S S
12
04 W W W W W W W W W W W W W
10
S
05 06
3 1
PROVIDE KERB RAMPS EITHER SIDE KERB ADAPTERS
INSTALL TYPE 1 LOCKING RAIL AT TOP OF A 1.5m WIDE CONCRETE PATHWAY A
OF TURNING HEAD IN ACCORDANCE AS PER IPWEAQ
S
RAMP AS PER IPWEAQ STD DRG GS-043 AS PER IPWEAQ STD DRG RS-065
WITH NSC STD DRG NSD-9906E STD DRG RS-081 (TYP)
86.70 87.35 87.50 87.70 87.76 89.50
S
PROVIDE 3m WIDE PROPERTY ACCESS TO LOT 10
S
S
2
S
10 5 4 3
S
S
88
84
85
86
87
89
S
C:\Users\DES2\Dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg
86.70 87.35 87.77 87.97 88.03 89.50
S
S
OVERLAND FLOW SWALE
S
A S
C100
S #19
4RP35077
REFER DRG NO C001 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
SURVEYORS & PLANNERS JNE DEVELOPMENTS P/L 25 PAVILION ST, POMONA ROADWORKS AND DRAINAGE PLAN 1: 200 A1
the agreement between TOD LAND SURVEYING DYNAMICS (LSD) Designed Verified
Consulting Pty Ltd (tc) and tc's
p 0412 666 516 JF DR RESIDENTIAL SUBDIVISION SHEET 1 OF 2 Drawing Number
client. This drawing shall only
be used for this specific project. e [email protected] Approved RPEQ No RP DESCRIPTION 21SP316902 21556-C200
This drawing shall not be used w www.landsurveyingdynamics.com Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
MCU APPROVAL - HORIZ DATUM MGA 2020 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 11.04.22 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL21/0017 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 11.04.22 OPW APPROVAL - RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 4 of 14 A
The text continues on section 5.