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MCU21.0117 OPW21.0199-Att 4 Civil Eng · MCU21/0117
ROADWORKS AND DRAINAGE NOTES OP WORKS
ISSUE
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE 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 SITE BOUNDARIES) LEGEND
CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS.
4. DRAINAGE PITS TO BE PROVIDED WITH Ø150 STUB FOR FUTURE HYDRAULIC CONNECTION TO BE MINIMUM
DRAINAGE PIPE
50mm ABOVE INVERT OF PIT.
5. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE MINIMUM: FIELD INLET PIT
a) Ø225 PP BLACKMAX OR APPROVED EQUIVALENT.
b) Ø450 TO Ø600 PP SN8 RUBBER RING JOINTED, BLACKMAX OR APPROVED EQUIVALENT. PROVIDE 2X5,000L SLIMLINE 600x600 GRATED JUNCTION PIT
6. ALL STORMWATER DRAINAGE PIPES EXTERNAL TO SITE SHALL BE Ø300 AND GREATER CLASS 2 OR 3 R.C. RAINWATER ATTENUATION TANKS AS INLET SL: 105.87
RUBBER RING JOINTED PER DETAIL B. OVERFLOWS TO PIT CLASS B GRATED LID
LITTER BASKET. ATTENUATION TANK
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS INCLUDING
BUT NOT LIMITED TO AS4058 AND AS1992.
8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ONLY. 1
A SW PIT ID
CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE PLACED
PROVIDE 5,000L SLIMLINE RAINWATER 1
ON STORMWATER DRAINAGE OR STRUCTURES. C
9. ALL PRECAST END STRUCTURES TO BE CONSTRUCTED WITH REINFORCED CONCRETE END WALL. ATTENUATION TANK AS PER DETAIL B.
BIORETENTION AREA
10. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE OVERFLOWS DIRECTED TO BIOGARDEN
CONNECTING ON TO EXISTING. 300mm PP PIPE 12.5m² BIORETENTION AREA.
11. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL WITHIN USIL: 104.81 EXISTING ROAD
650MM FILTER MEDIA
DRAINAGE TRENCH OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO LAYING OF PIPES. 600x600 GRATED 1080Ø JUNCTION PIT DSIL: 104.72 150MM EXTENDED DETENTION DEPTH
12. TRENCH BACKFILL UNDER PAVEMENT TO BE COMPACTED TO 100% STANDARD DRY DENSITY (AS1289 5.1.1) INLET SL: 105.87 MANHOLE COVER LENGTH: 13.57m PROPOSED 2.0m WIDE
REFER TO DETAIL A.
IN LAYERS NOT EXCEEDING 150mm OF CBR 15 MATERIAL OR APPROVED EQUIVALENT. TRENCH BACKFILL IN 12.5m² BIORETENTION AREA. CLASS B GRATED LID SL: 105.83 GRADE: 0.6% FOOTPATH
ROADS TO BE MINIMUM CBR15 MATERIAL UP TO ROAD SUBGRADE LEVEL. 400MM FILTER MEDIA CLASS B GRATED LID
13. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE WITH 100MM EXTENDED DETENTION DEPTH PROPOSED TYPE 'A'
EXISTING 225 SEWER UNDER
AS3996. REFER TO DETAIL A. DRIVEWAY CROSSOVER
APPROX IL 104.05
14. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER WHEEL CONTRACTOR TO CONFIRM DEPTH ONSITE VERGE TURFED AREA. REFER
LOADS. 1
ARCHITECTS PLANS.
15. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATION, A 4
AND LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES EXCEED MAXIMUM A 600x600 GRATED
DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN ADEQUATE INLET SL: 105.60
STRUCTURAL DESIGN IS UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE CONSTRUCTED TO. CLASS B GRATED LID DESIGN SPOT HEIGHT
16. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH SPECIFIED IN 3
THE PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF 2 A
A TURF BLOCK PARKING AREA TO
ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE CONTRACTORS EXPENSE. ARCHITECTURAL SPECIFICATION ASPHALT DRIVEWAY
17. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING DRAWINGS CONCRETE EDGED
AND RELEVANT AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS TO BE 150mm COMPACTED ROADBASE
CONTRACTOR TO LOCATE
CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5% 225mm PP PIPE 225mm PP PIPE 30mm AC14 WEARING COURSE
600x600 GRATED EXISTING SEWER CONNECTION PROVIDE 5,000L SLIMLINE RAINWATER
CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING AND REPLACING AT THEIR TURF BLOCK PARKING AREA TO USIL: 105.12 USIL: 104.93
INLET SL: 105.70 FROM ADJACENT LOT ON SITE 225mm PP PIPE ATTENUATION TANK AS PER DETAIL B.
COST. ARCHITECTURAL SPECIFICATION DSIL: 104.95 DSIL: 104.83
CLASS B GRATED LID USIL: 104.95 OVERFLOWS DIRECTED TO BIOGARDEN
18. WHERE A STORMWATER DRAINAGE TRENCH HAS BEEN CONSTRUCTED LONGITUDINALLY IN THE ROAD, LENGTH: 31.5m LENGTH: 9.10m
THEN THE FINAL PAVEMENT SURFACE REPAIR WIDTH IS TO MATCH THE EXISTING LANE WIDTH AND GRADE: 0.5% 600x600 GRATED GRADE: 1% DSIL: 104.88
TERMINATE 50mm CLEAR OF THE ROAD CENTERLINE OR LANE LINE LINEMARKING TO ALLOW FOR THE INLET SL: 105.9 LENGTH: 9.65m
BITUMEN EMULSION JOINT SEAL. REINSTATEMENT OF SURFACE ADJACENT TO THE KERB OR ROAD CLASS B GRATED LID GRADE: 0.65% 300mm PP PIPE
PAVEMENT EDGE TO EXTEND FULLY TO THE KERB LINE OR EDGE OF PAVEMENT. USIL: 104.70
19. THE CONTRACTOR IS TO CONFIRM THE LOCATION OF SERVICE CONDUITS WITH THE SUPERINTENDENT 1 DSIL: 104.30
1
PRIOR TO LAYING STORMWATER DRAINAGE. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL D LENGTH: 25.80m
B
COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011. GRADE: 1.5%
20. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT NOT EXCEEDING 150 MM 600x600 GRATED
IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS INLET SL: 106.07
600x600 GRATED
DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD AS1289.6.2. 225mm PP PIPE CLASS B GRATED LID
INLET SL: 105.97 1200Ø JUNCTION PIT MANHOLE COVER
21. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE COUNCIL USIL: 105.29
GRATED LID WITH STEP IRONS. PROVIDE WATER
GUIDELINES, DRAWINGS AND SPECIFICATIONS. DSIL: 105.24
PUMPS (MAX 64L/S) TO HYDRAULIC
22. ECOSOL LITTER BASKETS (200um filter) OR SIMILAR TO BE PROVIDED TO STORMWATER INLET PITS IN LENGTH: 10.27m
ENGINEERS SPECIFICATION.
ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS. GRADE: 0.5%
SL: 106.00
23. GRADE LANDSCAPED AND VEGETATED AREAS LOCALLY TOWARDS DRAINAGE.
IL:103.8
RETAINING WALL TO STRUCTURAL
ENGINEERS SPECIFICATION
2
STANDARD SIGNS AND LINE MARKING NOTES D
5
RETAINING WALL TO STRUCTURAL
1. GENERAL A
225mm PP PIPE ENGINEERS SPECIFICATION
1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND TRANSPORT USIL: 105.22
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION). DSIL: 104.70
2. SIGNS LENGTH: 26.15m
2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED OTHERWISE. GRADE: 2%
2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN: LOCATION
CLEARANCE NO KERB 600 BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500
FROM FACE OF KERB. EXISTING PROPERTY ACCESS TO BE
2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO KERB OR DEMOLISHED AND REPLACED WITH NEW
CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE NORMAL TO FOOTPATH, TURF, KERB & CHANNEL FOR
APPROACHING HEADLIGHT. ACO GRATED DRAIN K2-00 / FULL SITE FRONTAGE. BATTER TO MAKE
3. SIGN SUPPORTS KS2-00 OR SIMILAR. 150Ø SMOOTH JOIN TO EXISTING LEVELS
3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A PAVED OUTLET
SURFACE.
600x600 GRATED
4. LINEMARKING
2m WIDE FOOTPATH IN INLET SL: 106.70
4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
NOTE: RAINWATER ATTENUATION TANKS TO BE INSTALLED ACCORDANCE WITH IPWEA CLASS B GRATED LID
4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE. 1
AS PER MANUFACTURERS SPECIFICATION AND AS PER STANDARD DWG RS-065. MATCH E 300mm RCP PIPE
DETAIL. ROOF DRAINAGE TO BE FITTED WITH FIRST FLUSH TO EXISTING LEVELS AT ENDS.
USIL: 106.34
DIVERTERS TO ON-SITE IRRIGATION. TANKS TO BE DSIL: 106.23
PLUMBED FOR INTERNAL AND EXTERNAL REUSE. LENGTH: 5.36m
GRADE: MATCH EXISTING 17/08/21 UPDATE FOR RFI - MVP
02/07/21 ISSUED FOR OPW - MVP
PROVIDE M1 KERB AS PER IPWEA DATE REVISION MARK CHK
STANDARD DWG RS-080. SAW CUT
300mm INTO EXISTING AND MAKE PROJECT ENGINEER
300mm RCP PIPE TYPE A DRIVEWAY ENTRY IN
USIL: 106.93 ACCORDANCE WITH IPWEA SMOOTH JOIN. REFER DETAIL C.
DSIL: 106.36 STANDARD DWG RS-051. REMOVE EXISTING CULVERTS AND
LENGTH: 24.59m 250mm ABOVE KERB INVERT AT 3.5m HEADWALLS AND REPLACE WITH NEW
GRADE: MATCH EXISTING MIN. Ø300 RCP AND HEADWALLS,
DETAIL A - TYPICAL BIORETENTION GARDEN MATCHING NEATLY TO EXISTING.
EXTENDED DETENTION
DEPTH VARIES
PLANTING SPECIES TO PROVIDE EFFECTIVE
MAINTENANCE HATCH REMOVAL OF NUTRIENTS. PLANT VARIETIES E [email protected]
SECURE CAPPED END AND PLANTING DENSITIES TO ARCHITECTURAL
SPECIFICATIONS A 37 MARY ST NOOSAVILLE, QLD
WITH SCREWS
P +61 7 5211 1003
600x600 RAISED GRATE
FIELD INLET PIT S.L. CLIENT
DETAIL B - RAINWATER ATTENUATION TANK ROOF DOWNPIPE CONNECTION TO DETAIL C - KERB AND CHANNEL TIE IN
1 IN 4
MAX
EXTEND GEOFABRIC 500MM
100Ø HIGH FLOW OUTLET
HYDRAULIC ENGINEERS SPECIFICATIONS CONSTRUCT NEW M1 KERB VIVIDO
AND PIN UNDER TOPSOIL AS PER IPWEA STD DWG
SAW CUT INTO 300MM RS-080 PROJECT
LOW FLOW JUNCTION WITH SCREW CAP DETAIL 5,000L SLIMLINE RAINWATER TANK EXISTING SURFACE
SANDY LOAM FILTER MEDIA - ORIFICE PLATE DISK
WITH 25mm ORIFICE
AND PAVEMENT
GRADE SURFACE TO
MATCH TO KERB
THE BELVEDERE ON PEARL
DEPTH VARIES
(0.45MM AVERAGE PARTICLE SIZE)
ATTENUATION VOLUME
5 PEARL STREET, COOROY
HIGH FLOW TANK WALL 1.25KL EXISTING SEAL
OUTLET
100MM COARSE SAND EXISTING PAVEMENT TITLE
TRANSITION FILTER MEDIA
(NOMINAL SIZE 0.5 - 2MM) SCREW ON
ACCESS CAP
RETENTION LEVEL
NEW SUB-BASE COURSE ROADWORKS AND
RAINWATER REUSE VOLUME
PROVIDE
END CAP
PROVIDE SUBSOIL DRAIN AT
MIN 0.5% GRADE TO PIT NOMINAL 200MM GRAVEL
3.75KL DRAINAGE LAYOUT PLAN
DRAINAGE LAYER REPLACE 150MM
BIDIM A34 GEOFABRIC OR SIMILAR (FINE AGG., NOMINAL SIZE 2 - 5MM) OUTLET TO ORIFICE DISK TO BE GLUED WIDE OF BASE
TO BE WRAPPED AROUND DRAINAGE INSIDE JUNCTION. uPVC COURSE MATERIAL 150MM 150MM
SUBSOIL DRAIN CLEANOUT NETWORK PROJECT NO. DRAWING NO. STATUS
OUTLET FROM TANK TO BUTT
(NON-SLOTTED PVC) AND 135° WALLS AND BASE OF FILTER MEDIA UP AGAINST ORIFICE DISK
ELBOW CONNECTOR 21011 C30 OPW
DRAWN DESIGNED SCALE ISSUE
MVP BRP 1:200 B
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