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Stormwater management plan 20220156 9 Kauri St SWMP
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Original PDF page 28, section 1. The text section number identifies this passage in the reader.
ROADWORKS AND DRAINAGE NOTE
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
LEGEND SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND SPECIFICATIONS.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE LOT BOUNDARIES)
CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS.
PROPOSED STORMWATER PIPE
4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO ALLOTMENTS SHALL BE MINIMUM: Ø150 BLACKMAX SN8 OR
APPROVED EQUIVALENT.
ECOSOL LITTER BASKETERS
5. ALL STORMWATER DRAINAGE PIPES WITHIN ROAD RESERVE SHALL BE MINIMUM: Ø375 RRJ RCP OR APPROVED
WITH FILTER BAGS
EQUIVALENT.
HEADWALL 6. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS INCLUDING BUT
NOT LIMITED TO AS4058 AND AS1992.
EXISTING STORMWATER 7. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ONLY.
SW CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE PLACED ON
DRAINAGE
STORMWATER DRAINAGE OR STRUCTURES.
PROPOSED BIORETENTION 8. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE CONNECTING
AREA ON TO EXISTING.
10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL WITHIN DRAINAGE
S PROPOSED SEWER PIPE TRENCH OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO LAYING OF PIPES.
11. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE WITH AS3996.
PROPOSED SEWER MANHOLE 12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER WHEEL
LOADS.
S EXISTING SEWER PIPE 13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATION, AND
LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES EXCEED MAXIMUM DEPTH AS
EXISTING SEWER PIPE MANHOLE IDENTIFIED WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL
1.00m
DESIGN IS UNDERTAKEN FOR THE SUBJECT STRUCTURE TO BE CONSTRUCTED TO.
1.95m PROPOSED 1.2M WIDE 14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH SPECIFIED IN THE
REFER TO DRIVEWAY B LONGSECTION
FOOTPATH PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF ROOF
ON PLAN C54
SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE CONTRACTORS EXPENSE.
2.90m
PROPOSED ROAD 15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING DRAWINGS AND
0.60m RELEVANT AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS TO BE CONSTRUCTED WITH
1.35m 2.00m 1.95m PROPOSED TURF BLOCKS MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5% CROSSFALL, THE
1.00m CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING AND REPLACING AT THEIR COST.
SW
1.80m PROPOSED RETAINING WALL 16. CONCRETE FOOTPATH TO BE 2M WIDE AND PROVIDED IN ACCORDANCE WITH NSC STD DWG RS-065, AS1679
1.00m
AND AS3600 UNO.
23.66
m 1.70m 17. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE CONDUITS IN VERGE PRIOR TO
2.05m
COMMENCING WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS IDENTIFIED
IN THESE PLANS IMMEDIATELY.
S
18. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE
SW
S 0.90m
IAD1-3 20.00 QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011.
m S 0.70m PROVIDE ECOSOL LITTER BASKETS
IAD2-4 WITH 200um FILTER BAGS TO 19. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT NOT EXCEEDING 150 MM IN
S THICKNESS, AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED
DRIVEWAY PITS NOMINAL 5KL SEWAGE HOLDING TANK
S IN ACCORDANCE WITH AUSTRALIAN STANDARD AS1289.6.2.
IAD2-3
S
24.45
S
S m 0.30m AND PUMP OUT TO HYDRAULIC 20. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE COUNCIL
SW
IAD2-2 ENGINEERS SPECIFICATIONS GUIDELINES, DRAWINGS AND SPECIFICATIONS.
S
IAD2-1
S
A-5
IAD1-2
20.00 S STANDARD SIGNS AND LINE MARKING NOTES
S
S
m
S
SW
1. GENERAL
S
10.00 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND TRANSPORT
m
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION) AND AS2890: PARKING FACILITIES .
SW 2. SIGNS
0.00m
S
S
IAD1-1 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED OTHERWISE.
SW
2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN: LOCATION
10.00
SW CLEARANCE NO KERB 600 BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500
FROM FACE OF KERB.
m
0.84m 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO KERB OR
20.00
CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE NORMAL TO
S
S
10. APPROACHING HEADLIGHT.
B-1 00m
m
30.00
3. SIGN SUPPORTS
3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A PAVED SURFACE.
0.00m
m
A-4 4. LINEMARKING
40.00
REFER TO DRIVEWAY C LONGSECTION 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
S
ON PLAN C55 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
m
1.16m 50.00 A-3
NEW SEWER MANHOLE
0.00m
APPROX IL: 112.38
0.97m JOINTING NOTES
m
TO UNITY WATER SPECIFICATIONS
60.00
A-2 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AS3727.1:2016.
S
111.28 110.77 2. SAW CUT JOINTS MUST BE:
REFER TO DRIVEWAY A LONGSECTION
m
0.00m 2.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
70.00
ON PLAN C53 110.80 110.45
0.30m 2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
73.86
2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
m
DRIVEWAY CROSS OVER TO BUILT IN 0.45m
110.38
m
S
ACCORDANCE WITH RS-051 3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW EXPANSION AND
0.82m
NEW IN GROUND OSD TANK AS PER A-1 1.60m CONTRACTION MOVEMENTS.
0.68m 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION COMMENCING. LAYOUT
DETAILS ON C52. TANK TO 0.50m
STRUCTURAL ENGINEERS SHOULD AVOID ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
110.38
SPECIFICATIONS. 5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL NOT EXTEND ABOVE
111.12
S
SIDES OF JOINTS ONTO THE SLAB SURFACE.
110.25 6. DOWEL BARS ARE TO BE
0.50m 6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES
110.59 110.40 110.08 6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES
6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES
110.72 6.4. FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES
S
31m² BIORETENTION AREA PER
DETAILS ON C51.
S
NOTE:
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
PROVIDER SPECIFICATIONS AND STANDARD DETAILS
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DEVELOPMENT
SUNSHINE GROVE PTY LTD TITLE: STATUS:
9 KAURI STREET ROADS AND DRAINAGE MATERIAL CHANGE OF USE
© ABN 89 647 469 707
COOROY, QLD, 4563 JARO BAULEKA LAYOUT PLAN AND
RPEQ: 20693
37 MARY ST
NOOSAVILLE, QLD 4566
A 10/08/22 COMBINED MCU AND OP WORKS ISSUE JAC BRP JB SCALE:
CPEng
OPERATIONAL WORKS
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 10/08/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
C50 20220156 A1 A
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