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20210153 - Maple Street SWMP
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E
MCU
NOT FOR CONSTRUCTION
3
MAKE SMOOTH JOIN TO EXISTING
FOOTPATH.
RP52184 LEGEND
3
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RP112204
RP112204
PROVIDE HEAVY DUTY VEHICLE
CROSSING AS PER NSC STD DWG CONCRETE DRIVEWAY
RS-051
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PROVIDE ECOSOL 1.5MM SCREEN 50KL RAINWATER HARVESTING AND REUSE FOOTPATH
E
STORAGE CONNECTED TO ROOF DRAINAGE
00.
LITTER BASKET OR EQUIVALENT
TO INLET PITS IN DRIVEWAY TO HYDRAULIC ENGINEERS
SPECIFICATIONS. OVERFLOWS DISCHARGE
CH
SW INLET PIT
T 3 TO ATTENUATION TANK.
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RP112204
RP112204
SW MANHOLE
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55MM LOW FLOW ORIFICE AT BASE
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150MM HIGH FLOW ATE 1.8m HEIGHT
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PROVIDE NEW 2m WIDE CONCRETE B
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BIORETENTION SWALE EX
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MIN 20m² FILTER MEDIA 19 A
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REFER C52 FOR DETAILS
C5605
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HEADWALL WITH ENERGY C5605
DISSIPATING OUTLET TO SWALE
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C MAKE CONNECTION INTO DO NOT SCALE, IF IN DOUBT ASK!
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RETAINING WALL TO STRUCTURAL EXISTING STORMWATER INLET PIT
19
19 ENGINEERS SPECIFICATIONS AND MAKE GOOD.
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SP161937
SP161937
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ROADWORKS AND DRAINAGE NOTES 17. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE CONDUITS IN JOINTING NOTES
VERGE PRIOR TO COMMENCING WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS. CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS IMMEDIATELY. 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED 18. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF AS3727.1:2016.
DRAINAGE PIPES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011. 2. SAW CUT JOINTS MUST BE: A 28/03/22 MCU ISSUE JAC BRP
19. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING 2.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND Rev Date Description By Chk
SPECIFICATIONS. ANY ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND REINSTATE THE KERB AND 2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES. 2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT 20. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT NOT
AUSTRALIAN STANDARDS. EXCEEDING 150 MM IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE 3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW
4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE: Ø225 RRJ RCP OR MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD EXPANSION AND CONTRACTION MOVEMENTS.
APPROVED EQUIVALENT. AS1289.6.2. 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS 21. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID
INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992. COUNCIL GUIDELINES, DRAWINGS AND SPECIFICATIONS. MISMATCHED JOINTS.
8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS 22. INTERNAL CONCRETE TO BE 175MM THICK (EXCLUDING FINISHED TREATMENTS) N32 IN 5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL NOT
ONLY. CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE ACCORDANCE WITH AS1379 AND AS3600. SL82 MESH MIN 50MM TOP COVER TO AS1304. WHERE EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB SURFACE. [email protected]
SUBGRADE CBR <=6 REPLACE ADDITIONAL 100MM WITH BASE COURSE. LOCATION AND TYPE
LOADS ARE PLACED ON STORMWATER DRAINAGE OR STRUCTURES.
OF INTERNAL CONCRETE JOINTS TO CONFORM TO STRUCTURAL ENGINEERS SPECIFICATION.
6. DOWEL BARS ARE TO BE 37 MARY ST NOOSAVILLE, QLD
9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE 6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES
WHERE CONNECTING ON TO EXISTING. 23. INTERNAL PATHWAY FINISHES TO ARCHITECTURAL SPECIFICATIONS. 6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES 07 5211 1003
10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL 6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES Client
WITHIN DRAINAGE TRENCH OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO STANDARD SIGNS AND LINE MARKING NOTES 6.4. FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES
MARK MELVILLE
LAYING OF PIPES.
11. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN 1. GENERAL Project Name
ACCORDANCE WITH AS3996. 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND PROPOSED NDIS ACCOMODATION
12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION) AND
UNDER WHEEL LOADS. AS2890: PARKING FACILITIES .
45 MAPLE ST
13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT 2. SIGNS COOROY QLD 4563
SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED OTHERWISE.
STRUCTURES EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN: Title
CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE ROADS AND DRAINAGE LAYOUT
SUBJECT STRUCTURE TO BE CONSTRUCTED TO. MOUNTABLE KERB 500 FROM FACE OF KERB.
14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO NOTE:
SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN
LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE NORMAL TO APPROACHING HEADLIGHT.
DRAWINGS, ALL IN-GROUND SERVICES WITHIN THE PROPERTY
CONTRACTORS EXPENSE. 3. SIGN SUPPORTS
BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER
15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING 3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A
DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL AND
DRAWINGS AND RELEVANT AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. PAVED SURFACE. Project No. Discipline Status
COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED
FOOTPATHS TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED 4. LINEMARKING 20210153 CIVIL APPROVAL
FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO
FOOTPATHS EXCEED 2.5% CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY BY 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE Designed By Drawn By Scale
REMOVING AND REPLACING AT THEIR COST. 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE. (at
RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN BRP JAC AS INDICATED A3)
16. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN ACCORDANCE WITH NSC
ACCORDANCE WITH RELEVANT SERVICE PROVIDER
STD DWG RS-065, AS1679 AND AS3600 UNO
SPECIFICATIONS AND STANDARD DETAILS Drawing No. Revision
C50 A
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