Council archive · source document
Att 4 - SWMP · MCU21/0117
OP WORKS
ISSUE
LEGEND
PROVIDE 2X5,000L SLIMLINE 600x600 GRATED
RAINWATER ATTENUATION TANKS INLET SL: 105.93 DRAINAGE PIPE
(2.5KL ATTENUATION, 2.5KL REUSE) AS CLASS B GRATED LID FIELD INLET PIT
PER DETAIL B. OVERFLOWS TO PIT
LITTER BASKET. JUNCTION PIT
225mm FRC PIPE 1 ATTENUATION TANK
PROVIDE 5,000L SLIMLINE RAINWATER
USIL: 105.39 C
ATTENUATION TANK (2.5KL
ATTENUATION, 2.5KL REUSE) AS PER DSIL: 104.98 1
A SW PIT ID
DETAIL B. OVERFLOWS DIRECTED TO LENGTH: 15.64M 375mm FRC PIPE
GRADE: 2.6% 12.5m² BIORETENTION AREA.
BIOGARDEN USIL: 104.82 400MM FILTER MEDIA
1050Ø JUNCTION PIT DSIL: 104.74 100MM EXTENDED DETENTION DEPTH BIORETENTION AREA
WITH TRAFFICABLE LENGTH: 14.65m
CONTRACTOR TO LOCATE 600x900 GRATED REFER TO DETAIL A.
12.5m² BIORETENTION AREA. LOCKABLE LID GRADE: 0.55%
EXISTING SEWER CONNECTION INLET SL: 105.92 EXISTING ROAD
400MM FILTER MEDIA SL: 105.84
FROM ADJACENT LOT ON SITE CLASS B GRATED LID
100MM EXTENDED DETENTION DEPTH EXISTING 225 SEWER UNDER
REFER TO DETAIL A. APPROX IL 104.05 PROPOSED 2.0m WIDE
CONTRACTOR TO CONFIRM DEPTH ONSITE FOOTPATH
1
A 4 PROPOSED TYPE 'A'
A 600x600 GRATED DRIVEWAY CROSSOVER
INLET SL: 105.60 VERGE TURFED AREA. REFER
CLASS B GRATED LID ARCHITECTS PLANS.
3
2 A
A TURF BLOCK PARKING AREA TO
ARCHITECTURAL SPECIFICATION
DESIGN SPOT HEIGHT
225mm FRC PIPE 300mm FRC PIPE PROVIDE 5,000L SLIMLINE RAINWATER
600x600 GRATED
USIL: 105.10 USIL: 104.90 ATTENUATION TANK (2.5KL ASPHALT DRIVEWAY
INLET SL: 105.70 225mm FRC PIPE
DSIL: 104.92 DSIL: 104.84 ATTENUATION, 2.5KL REUSE) AS PER CONCRETE EDGED
CLASS B GRATED LID USIL: 105.32
LENGTH: 31.71m LENGTH: 10.67m DETAIL B. OVERFLOWS DIRECTED TO 250mm COMPACTED ROADBASE
GRADE: 0.57% GRADE: 0.56% DSIL: 104.91 BIOGARDEN 30mm AC14 WEARING COURSE
LENGTH: 10.40m
TURF BLOCK PARKING AREA TO GRADE: 4.0%
SJ SAW-CUT JOINT
ARCHITECTURAL SPECIFICATION
1
1 B EJ EXPANSION JOINT
D
600x900 GRATED
INLET SL: 106.07 450mm FRC PIPE CJ CONTROL JOINT
CLASS C GRATED LID USIL: 104.72
DSIL: 104.52
225mm FRC PIPE LENGTH: 27.75m
600X600 GRATED GRADE: 0.72%
USIL: 105.20
INLET SL: 105.97
DSIL: 105.04
GRATED LID
LENGTH: 11.06m RETAINING WALL TO STRUCTURAL
GRADE: 1.45% ENGINEERS SPECIFICATION
5 BREAK INTO EXISTING
RETAINING WALL TO STRUCTURAL 2 A 1050Ø JUNCTION PIT STORMWATER, CONNECT AND
ENGINEERS SPECIFICATION D WITH LOCKABLE LID MAKE GOOD
EXISTING PROPERTY ACCESS TO BE
SL: 106.0 I.L.: 103.17
225mm FRC PIPE DEMOLISHED AND REPLACED WITH NEW
USIL: 105.02 FOOTPATH, TURF, KERB & CHANNEL FOR
DSIL: 104.94 FULL SITE FRONTAGE. BATTER TO MAKE
SMOOTH JOIN TO EXISTING LEVELS. CONTRACTOR TO LOCATE
LENGTH: 27.62m
LOCALLY GRADE TOWARDS INLET PITS WATER MAIN ON SITE AND
GRADE: 1.6%
ENSURE CLEAR OF WORKS
CONTRACTOR TO LOCATE
WATER MAIN ON SITE AND
ENSURE CLEAR OF WORKS
ACO GRATED DRAIN K2-00 /
KS2-00 OR SIMILAR. 150Ø
SJ 300X300 INLET PIT WITH 150Ø
OUTLET
uPVC CONNECTION TO INLET
EJ EJ PIT. GRADE SURFACE TO
DRAIN LOCALLY TOWARDS PIT REPLACE ALL DISTURBED
2m WIDE FOOTPATH IN
AREAS IN KIND AND MAKE
ACCORDANCE WITH IPWEA 1
CJ 450mm RCP PIPE SMOOTH JOIN WITH EXISTING
STANDARD DWG RS-065. MATCH E
TO EXISTING LEVELS AT ENDS. USIL: 104.50 450mm RCP PIPE
2 DSIL: 104.30
E USIL: 103.30
LENGTH: 15.62m DSIL: 103.21
3 GRADE: 1.28% LENGTH: 16.77m
600x600 GRATED 4
INLET SL: 106.98 E E GRADE: 0.54%
CLASS D GRATED LID TYPE A DRIVEWAY ENTRY PROVIDE KERB IN 03/11/21 GRAVITY DRAINAGE - BRP
IN ACCORDANCE WITH LINE PIT AS PER NSC 1050Ø JUNCTION PIT WITH
450mm RCP PIPE 06/10/21 REVERT TO ORIGINAL LAYOUT - MVP
IPWEA STANDARD DWG STD DWG DS-068 CLASS D TRAFFICABLE
375mm RCP PIPE CLASS D GRATED LID USIL: 103.66 17/08/21 UPDATE FOR RFI - MVP
RS-051 AND DETAIL E. LOCKABLE LID & STEP IRONS 1050Ø JUNCTION PIT WITH
USIL: 106.16 INLET SL: 106.50 SL: 106.59 DSIL: 103.32 CLASS D TRAFFICABLE 02/07/21 ISSUED FOR OPW - MVP
DSIL: 104.29 STORMWATER TRENCH WITHIN LENGTH: 49.8m LOCKABLE LID & STEP IRONS DATE REVISION MARK CHK
LENGTH: 29.59m ROAD AS PER DETAIL D. GRADE: 0.68% SL: 105.91
REMOVE EXISTING CULVERTS PROJECT ENGINEER
NOTE: RAINWATER REUSE/ATTENUATION TANKS TO BE GRADE: 6.3% PROVIDE M1 KERB AS PER IPWEA AND HEADWALLS
INSTALLED AS PER MANUFACTURERS SPECIFICATION AND STANDARD DWG RS-080. SAW CUT
AS PER DETAIL B. ROOF DRAINAGE TO BE FITTED WITH INTO EXISTING AND MAKE SMOOTH
FIRST FLUSH DIVERTERS TO ON-SITE IRRIGATION. TANKS JOIN. REFER DETAIL C.
TO BE PLUMBED FOR INTERNAL AND EXTERNAL REUSE.
ROADWORKS AND DRAINAGE NOTES ADJACENT TO THE KERB OR ROAD PAVEMENT EDGE TO EXTEND FULLY TO THE KERB LINE OR EDGE OF PAVEMENT. E [email protected]
19. THE CONTRACTOR IS TO CONFIRM THE LOCATION OF SERVICE CONDUITS WITH THE SUPERINTENDENT PRIOR TO LAYING STORMWATER DRAINAGE. ALL TRENCH EXCAVATION AND
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS. CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011. A 37 MARY ST NOOSAVILLE, QLD
20. 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
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
MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD AS1289.6.2.
P +61 7 5211 1003
IN ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND SPECIFICATIONS.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT 21. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE COUNCIL GUIDELINES, DRAWINGS AND SPECIFICATIONS. CLIENT
AUSTRALIAN STANDARDS. 22. ECOSOL LITTER BASKETS (200um filter) OR SIMILAR TO BE PROVIDED TO STORMWATER INLET PITS IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.
4. DRAINAGE PITS TO BE PROVIDED WITH Ø150 STUB FOR FUTURE HYDRAULIC CONNECTION TO BE MINIMUM 50mm ABOVE INVERT OF PIT. 23. GRADE LANDSCAPED AND VEGETATED AREAS LOCALLY TOWARDS DRAINAGE.
24. DIRECTIONAL DRILLING TO BE UNDERTAKEN BY SUITABLY QUALIFIED CONTRACTOR. INTERNAL WELDS BEADS ON HDPE PIPE TO BE TRIMMED TO ENSURE SMOOTH FLOW.
4CD DEVELOPMENTS
6. ALL STORMWATER DRAINAGE PIPES EXTERNAL TO SITE SHALL BE Ø300 AND GREATER CLASS 2 OR 3 R.C. RUBBER RING JOINTED
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992. PROJECT
8. 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. STANDARD SIGNS AND LINE MARKING NOTES THE BELVEDERE ON PEARL
9. ALL PRECAST END STRUCTURES TO BE CONSTRUCTED WITH REINFORCED CONCRETE END WALL. 1. GENERAL
10. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE CONNECTING ON TO EXISTING. 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION). 5 PEARL STREET, COOROY
11. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL WITHIN DRAINAGE TRENCH OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO 2. SIGNS
LAYING OF PIPES. 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED OTHERWISE.
12. TRENCH BACKFILL UNDER PAVEMENT TO BE COMPACTED TO 100% STANDARD DRY DENSITY (AS1289 5.1.1) IN LAYERS NOT EXCEEDING 150mm OF CBR 15 MATERIAL OR APPROVED 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 TITLE
EQUIVALENT. TRENCH BACKFILL IN ROADS TO BE MINIMUM CBR15 MATERIAL UP TO ROAD SUBGRADE LEVEL. MOUNTABLE KERB 500 FROM FACE OF KERB.
2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE
13.
14.
ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE WITH AS3996.
ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER WHEEL LOADS. NORMAL TO APPROACHING HEADLIGHT. ROADWORKS AND
3. SIGN SUPPORTS
15. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES
EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE SUBJECT 3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A PAVED SURFACE. DRAINAGE LAYOUT PLAN
STRUCTURE TO BE CONSTRUCTED TO. 4. LINEMARKING
16. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE CONTRACTORS EXPENSE. 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
17. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. PROJECT NO. DRAWING NO. STATUS
FOOTPATHS TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5% CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY
BY REMOVING AND REPLACING AT THEIR COST. 21011 C30 OPW
18. WHERE A STORMWATER DRAINAGE TRENCH HAS BEEN CONSTRUCTED LONGITUDINALLY IN THE ROAD, THEN THE FINAL PAVEMENT SURFACE REPAIR WIDTH IS TO MATCH THE EXISTING
LANE WIDTH AND TERMINATE 50mm CLEAR OF THE ROAD CENTERLINE OR LANE LINE LINEMARKING TO ALLOW FOR THE BITUMEN EMULSION JOINT SEAL. REINSTATEMENT OF SURFACE DRAWN DESIGNED SCALE ISSUE
MVP BRP 1:200 D
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