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20210008 - 9 Bottlebrush Ave Civil Plans RevB
Attached to the e-mail Response to RFI - 9 Bottlebrush Avenue Noosa Heads - MCU21/0133.
Plans and drawings
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ISSUE
LEGEND
3,000L TRAFFICABLE UNDERGROUND
2 125X75x3 GALVANISED RHS PIPE DETENTION TANK CONNECTED TO
900X900 FIELD INLET PIT 600X900 FIELD INLET PIT ROOF WATER. CONCRETE DRIVEWAY. 125MM
US IL: 29.12m 600X900 FIELD INLET PIT 900X900 FIELD INLET PIT
INLET SL: 30.50m INLET SL: 31.65m THICK N32 WITH SL72 MESH
DS IL: 28.79m INLET SL: 33.05m INLET SL: 35.50m
LENGTH: 6.66m 225mm Ø PP PIPE VERGE TURFED AREA. REFER
225mm Ø PP PIPE 225mm Ø PP PIPE
GRADE: 5.0% US IL: 34.00m ARCHITECTS PLANS.
KERB CONNECTION AS PER US IL: 30.43m US IL: 31.85m
DS IL: 32.40m
NSC STD DWG RS-081 DS IL: 29.6m DS IL: 30.45m ROOF WATER CONNECTION ON-STREET CONCRETE CAR
LENGTH: 11.02m
LENGTH: 5.93m LENGTH: 12.13m TO HYDRAULIC ENGINEERS PARK 150MM THICK N32
GRADE: 14.5%
GRADE: 14.0% GRADE: 11.5% SPECIFICATION. WITHSL92 MESH
STORMWATER PIT
STORMWATER PIPE
TURFED CATCH DRAIN
CJ
EJ
RAINWATER DETENTION TANK
RESIDENTIAL DRIVEWAY
ACCESS. REFER TO NSC STD
DWGS RS-049 & RS-050
CJ
CONTROL JOINT
CJ
IJ
1.5m WIDE PEDESTRIAN ISOLATION JOINT
FOOTPATH AS PER NSC STD
DWG RS-065
EJ
UP
EXPANSION JOINT
19 1
18 2
17 3
16 4
CONTRACTOR TO POTHOLE AND 15 5
CJ
LOCATE SERVICES BELOW TO 14 6
13 7
LOWER AS REQUIRED TO 12 8
ENSURE MIN COVER. ALLOW FOR 11 9
ALL ASSOCIATED COSTS 10
CJ
REMOVE EXISTING DRIVEWAY
CROSSOVER, KERB AND GUTTER AND BIN STORE. PROVIDE BUNDED
PROVIDE ADDITIONAL ON-STREET CAR PROVIDE TURFED CATCH
WASH DOWN AREA TO HYDRAULIC
PARK AS PER DETAIL E. MAKE SMOOTH DRAIN AS PER DETAIL D
ENGINEERS SPECIFICATIONS
TRANSITIONS TO EXISTING.
CONNECT WATER METER TO
HYDRAULIC ENGINEERS
SPECIFICATION
RELOCATE EXISTING ON STREET PARKING
SIGNAGE AS PER NSC STD DWG RS-131
07/09/21 UPDATED FOR RFI - BRP
ROADWORKS AND DRAINAGE NOTES 16. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED OTHERWISE.
08/07/21 ISSUED FOR OPW - BRP
SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN:
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS. LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE DATE REVISION MARK CHK
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED CONTRACTORS EXPENSE. MOUNTABLE KERB 500 FROM FACE OF KERB. PROJECT ENGINEER
DRAINAGE PIPES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN 17. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO
ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND DRAWINGS AND RELEVANT AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE
SPECIFICATIONS. FOOTPATHS TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED NORMAL TO APPROACHING HEADLIGHT.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE FOOTPATHS EXCEED 2.5% CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY BY 3. SIGN SUPPORTS
BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT REMOVING AND REPLACING AT THEIR COST. 3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A
AUSTRALIAN STANDARDS. 18. CONCRETE FOOTPATH TO BE 100mm THICK N32 IN ACCORDANCE WITH AS1679 AND AS3600 PAVED SURFACE.
4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE: Ø225 PP BLACKMAX OR UNO 4. LINEMARKING
APPROVED EQUIVALENT.. 19. WHERE A STORMWATER DRAINAGE TRENCH HAS BEEN CONSTRUCTED LONGITUDINALLY IN 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
6. ALL STORMWATER DRAINAGE PIPES EXTERNAL TO SITE SHALL BE Ø300 AND GREATER CLASS THE ROAD, THEN THE FINAL PAVEMENT SURFACE REPAIR WIDTH IS TO MATCH THE EXISTING 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
2 OR 3 R.C. RUBBER RING JOINTED LANE WIDTH AND TERMINATE 50mm CLEAR OF THE ROAD CENTERLINE OR LANE LINE
LINEMARKING TO ALLOW FOR THE BITUMEN EMULSION JOINT SEAL. REINSTATEMENT OF E [email protected]
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS
INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992. SURFACE ADJACENT TO THE KERB OR ROAD PAVEMENT EDGE TO EXTEND FULLY TO THE A 37 MARY ST NOOSAVILLE, QLD
8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS KERB LINE OR EDGE OF PAVEMENT.
ONLY. CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE 20. THE CONTRACTOR IS TO CONFIRM THE LOCATION OF SERVICE CONDUITS WITH THE P +61 7 5211 1003
LOADS ARE PLACED ON STORMWATER DRAINAGE OR STRUCTURES. SUPERINTENDENT PRIOR TO LAYING STORMWATER DRAINAGE. ALL TRENCH EXCAVATION AND
CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE CLIENT
9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE
HEALTH AND SAFETY ACT 2011.
10.
WHERE CONNECTING ON TO EXISTING.
CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL 21. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING NOVATO GROUP
WITHIN DRAINAGE TRENCH OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO ANY ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND REINSTATE THE KERB AND
CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES. PROJECT
LAYING OF PIPES.
11. WHERE KERB ADAPTORS ARE TO BE LOCATED ADJACENT TO FOOTPATH CONTRACTOR TO 22. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT NOT
EXCEEDING 150 MM IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE
UNIT DEVELOPMENT
INSTALL 125mm x 75mm x 3mm HOT DIPPED GALVANISED RHS FROM EACH KERB ADAPTOR TO
PROPERTY BOUNDARY. MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD
AS1289.6.2.
9 BOTTLEBRUSH AVENUE
12. TRENCH BACKFILL UNDER PAVEMENT TO BE COMPACTED TO 100% STANDARD DRY DENSITY NOTE:
(AS1289 5.1.1) IN LAYERS NOT EXCEEDING 150mm OF CBR 15 MATERIAL OR APPROVED 23. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE
COUNCIL GUIDELINES, DRAWINGS AND SPECIFICATIONS.
NOOSA HEADS
EQUIVALENT. TRENCH BACKFILL IN ROADS TO BE MINIMUM CBR15 MATERIAL UP TO ROAD EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN
SUBGRADE LEVEL. 24. INTERNAL CONCRETE TO BE 125MM THICK (EXCLUDING FINISHED TREATMENTS) N32 IN DRAWINGS, ALL IN-GROUND SERVICES WITHIN THE PROPERTY TITLE
13. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE WITH AS1379 AND AS3600. SL72 MESH MIN 50MM TOP COVER TO AS1304. MIN BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER
ACCORDANCE WITH AS3996. 100MM BASE COURSE WHERE SUBGRADE CBR <=6. SLAB JOINTING OF CONCRETE TO
STRUCTURAL ENGINEERS SPECIFICATION
DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED
AND ROADS AND DRAINAGE
14. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE
UNDER WHEEL LOADS.
STANDARD SIGNS AND LINE MARKING NOTES
FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO
ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
LAYOUT PLAN
15. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT
SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE 1. GENERAL RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN
STRUCTURES EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND ACCORDANCE WITH RELEVANT SERVICE PROVIDER
CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION). SPECIFICATIONS AND STANDARD DETAILS
PROJECT NO. DRAWING NO. STATUS
SUBJECT STRUCTURE TO BE CONSTRUCTED TO. 2. SIGNS
20210008 C20 OPW
DRAWN DESIGNED SCALE ISSUE
BRP BRP 1:150 B
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