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Response to Further advice - 20220156 Kauri St OPW · MCU22/0144
ROADWORKS AND DRAINAGE NOTE
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1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO LOT BOUNDARIES AND/OR COUNCIL OWNED DRAINAGE PIPES
INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN ACCORDANCE WITH NOOSA
SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND SPECIFICATIONS.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE LOT BOUNDARIES)
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CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS.
4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO ALLOTMENTS SHALL BE MINIMUM: Ø150 BLACKMAX SN8 OR
APPROVED EQUIVALENT.
5. ALL STORMWATER DRAINAGE PIPES WITHIN ROAD RESERVE SHALL BE MINIMUM: Ø375 RRJ RCP OR APPROVED
EQUIVALENT.
S
6. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS INCLUDING BUT
NOT LIMITED TO AS4058 AND AS1992.
7. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ONLY.
CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE PLACED ON
STORMWATER DRAINAGE OR STRUCTURES.
8. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE CONNECTING
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ON TO EXISTING.
10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL WITHIN DRAINAGE
RETAINING WALL TO BE BRIDGED OVER TRENCH OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO LAYING OF PIPES.
SEWER TO ENSURE NO ADDITIONAL PROVIDE MANHOLE WITH HUMES VF3 11. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE WITH AS3996.
LOADS TRANSFERED TO SEWER MAIN VOLUME FILTER OR EQUIVALENT AND 12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER WHEEL
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BOLTDOWN CLASS D TRAFFICABLE LID. LOADS.
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CONNECTION POINT FOR ROOFWATER PROVIDE 30KL RAINWATER REUSE TANK, 13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATION, AND
PROVIDE CONCRETE ENCASEMENT DRAINAGE BY HYDRAULIC CONSULTANT. HUMES RAINVAULT RV3000-01-00 OR LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES EXCEED MAXIMUM DEPTH AS
PROVIDE 2M WIDE FOOTPATH TO SITE
TO PROTECT SEWER LINE WHERE 1m 2xØ150mm uPVC SN10 OUTLET TO EQUIVALENT. 5m Ø225mm uPVC SN10 IDENTIFIED WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL
FRONTAGE IN ACCORDANCE WITH NSC
COVER LESS THAN 450mm. MINIMUM RAINWATER TANK AT IL: 111.78m OVERFLOW OUTLET TO PIT B/1 AT IL: 111.7m DESIGN IS UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE CONSTRUCTED TO.
STD DWG RS-065
REUSE TO BE CONNECTED TO INTERNAL AND
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150mm N25 CONCRETE SURROUND 14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH SPECIFIED IN THE
EXTENDING TO END OF NEAREST EXTERNAL NON-POTABLE FIXTURES. REFER PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF ROOF
PROVIDED GRATED TRENCH DRAIN (ACO COLLARS HYDRAULIC PLANS SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE CONTRACTORS EXPENSE.
KLASSIKDRAIN 100 OR EQUIVALENT) AND 15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING DRAWINGS AND
CONNECT TO SW PIT TURFBLOCK VISITOR PARKING TO RELEVANT AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS TO BE CONSTRUCTED WITH
ARCHITECTURAL SPECIFICATION MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5% CROSSFALL, THE
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CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING AND REPLACING AT THEIR COST.
16. CONCRETE FOOTPATH TO BE 2M WIDE AND PROVIDED IN ACCORDANCE WITH NSC STD DWG RS-065, AS1679
REFER TO TYPICAL DRIVEWAY PROVIDE GRATED TRENCH DRAIN (ACO
AND AS3600 UNO.
CROSS SECTIONS (LOCATIONS KLASSIKDRAIN 100 OR EQUIVALENT) AND
REFER TO DRIVEWAY B 17. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE CONDUITS IN VERGE PRIOR TO
S CONNECT TO SW PIT
INDICATED) ON C55 COMMENCING WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS IDENTIFIED
LONGSECTION ON PLAN C54
S IN THESE PLANS IMMEDIATELY.
18. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE
24.45m QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011.
NOMINAL 5KL SEWAGE HOLDING TANK AND PUMP OUT
23.66m CONNECTION TO GRAVITY MAIN TO HYDRAULIC 19. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT NOT EXCEEDING 150 MM IN
S S S S S S ENGINEERS SPECIFICATIONS THICKNESS, AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED
S S S S
IN ACCORDANCE WITH AUSTRALIAN STANDARD AS1289.6.2.
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-4 -3 -2 20. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE COUNCIL
IAD2 IAD2 IAD2 IAD2
-1
S 20.00m 20.00m GUIDELINES, DRAWINGS AND SPECIFICATIONS.
IAD1
-3 STANDARD SIGNS AND LINE MARKING NOTES
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1. GENERAL
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1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND TRANSPORT
A-5 MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION) AND AS2890: PARKING FACILITIES .
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2. SIGNS
2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED OTHERWISE.
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REFER TO DRIVEWAY C LONGSECTION ON PLAN C54
2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN: LOCATION
-2
SW
IAD1 10.00m
CLEARANCE NO KERB 600 BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500
10.00m FROM FACE OF KERB.
B-1 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO KERB OR
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CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE NORMAL TO
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APPROACHING HEADLIGHT.
3. SIGN SUPPORTS
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3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A PAVED SURFACE.
-1 4. LINEMARKING
IAD1
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PROVIDE SPILLWAY WEIR 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
OUTLET FROM GARDEN AS 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
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PER DETAIL ON C51
SW
JOINTING NOTES
4 A-3
0.00m A- A-2 0.00m
SW
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AS3727.1:2016.
A-1
77.75m
70.00m
60.00m
50.00m
40.00m
30.00m
20.00m
10.00m
2. SAW CUT JOINTS MUST BE:
0.00m
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|B| 2.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
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|B| |B| |B| |B| |B| |B| |B| |B| |B|
|B| |B| |B| |B| |B| |B| 2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
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V 2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
V
V 3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW EXPANSION AND
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CONTRACTION MOVEMENTS.
NEW SEWER MANHOLE
18m² BIORETENTION AREA PER DETAILS ON C51. 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION COMMENCING. LAYOUT
V APPROX IL: 112.38
V SHOULD AVOID ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
TO UNITY WATER SPECIFICATIONS
5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL NOT EXTEND ABOVE
PROVIDE 200mm WIDE BREAK
SW
V V SIDES OF JOINTS ONTO THE SLAB SURFACE.
IN BARRIER KERB BEHIND
V V
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6. DOWEL BARS ARE TO BE
WHEEL STOP FOR DRAINAGE 6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES
REFER TO DRIVEWAY A NEW IN GROUND OSD TANK (MIN
LONGSECTION ON PLAN C53 54m³ VOLUME) AS PER DETAILS 6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES
ON C52. TANK TO STRUCTURAL PROVIDE WHEELSTOP TO 6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES
ENGINEERS SPECIFICATIONS. VISITOR PARKING AREA 6.4. FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES
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DRIVEWAY CROSS OVER TO BUILT IN
PROVIDE INTEGRATED
ACCORDANCE WITH RS-051 PROVIDE ECOSOL LITTER BASKETS WITH 200um FILTER BARRIER KERB AS PER DETAIL
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BAGS TO ALL DRIVEWAY PITS ON C51 TO DRIVEWAY EDGE
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LEGEND
SW
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PROPOSED STORMWATER PIPE PROPOSED SEWER MANHOLE
SW
ECOSOL LITTER BASKETERS S EXISTING SEWER PIPE
WITH FILTER BAGS
EXISTING SEWER PIPE MANHOLE
HEADWALL
EXISTING STORMWATER PROPOSED 2M WIDE FOOTPATH NOTE:
SW
SW
DRAINAGE
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
PROPOSED CONCRETE DRIVEWAY IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
PROPOSED BIORETENTION
LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
AREA PROPOSED TURF BLOCKS - REFER TO AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
ARCHITECTURAL FOR SPECIFICATION SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
SW
S PROPOSED SEWER PIPE
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
PROPOSED RETAINING WALL SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
|B| INTEGRATED BARRIER KERB
PROVIDER SPECIFICATIONS AND STANDARD DETAILS
CONCRETE ENCASEMENT
SW
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
SW
SUNSHINE GROVE PTY LTD TITLE: STATUS:
D 19/12/22 RFI UPDATE BRP JB BRP 9 KAURI STREET ROADS AND DRAINAGE MATERIAL CHANGE OF USE
© ABN 89 647 469 707 C 19/12/22 POD A UPDATE BRP BRP
COOROY, QLD, 4563 BEN PARRY LAYOUT PLAN AND
SW
B 28/10/22 RFI ISSUE BRP BRP
RPEQ: 28084
37 MARY ST
NOOSAVILLE, QLD 4566
A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE:
CPEng NER
OPERATIONAL WORKS
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:200 DATE: 13/01/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C50 20220156 A1 D
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