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Appendix B - Civil Engineering Plans
Original PDF page 4, section 2. The text section number identifies this passage in the reader.
Plans and drawings
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Emt N
W
S S S S S
3.9 IL 3.86
Emt P
3
D E
NSC STD DWG RS-051 TO REMAIN
C
IL
IL 4.62
SL3 5.62
Emt L IL 3.88
3.6
210218327 210218249
5.834 5.811
CR01 IO-CAP
CLEAR OF EXISTING KERB INLET. 210218228
IL
6.382
BU.U-COR
210218250 210218229
5.812 5.568
BU BU-COR
SW
MAKE SMOOTH JOIN TO EXISTING. FFL 6.30
E
T
W
S
210218153
210218154 210218156
210218152 5.699 5.850 210218155 5.930
5.720 KI01 KB01 5.886 CO01
KL01 CO02
13
SW
PROVIDE TYPE B HEAVY DUTY VEHICLE REFER TO ARCHITECTURAL
BUILDING FOOTINGS TO BE FOUNDED BELOW CRITICAL
SP216079
S
CROSSOVER IN ACCORDANCE WITH PLANS FOR BUILDING DETAILS
NSC STD DWG RS-051.
DEPTH LINE OF ADJACENT STORMWATER AND SEWER
TO STRUCTURAL ENGINEERS SPECIFICATION
16
15 SP216079 1/02/2022
SP216079 EA ID: 2557785
ROADWORKS AND DRAINAGE NOTES STANDARD SIGNS AND LINE MARKING NOTES JOINTING NOTES RPEQ: 26443
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS. 1. GENERAL 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AS3727.1:2016.
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED DRAINAGE PIPES 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND TRANSPORT 2. SAW CUT JOINTS MUST BE: DO NOT SCALE, IF IN DOUBT ASK!
INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN ACCORDANCE WITH NOOSA MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION) AND AS2890: PARKING FACILITIES . 2.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND SPECIFICATIONS. 2. SIGNS 2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE BOUNDARIES) 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED OTHERWISE. 2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS. 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN: LOCATION
4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE: Ø225 RRJ RCP OR APPROVED EQUIVALENT. CLEARANCE NO KERB 600 BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW EXPANSION AND
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS INCLUDING BUT FROM FACE OF KERB. CONTRACTION MOVEMENTS.
NOT LIMITED TO AS4058 AND AS1992. 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO KERB OR 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION COMMENCING. LAYOUT
8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ONLY. CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE NORMAL TO SHOULD AVOID ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE PLACED ON APPROACHING HEADLIGHT. 5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL NOT EXTEND ABOVE
STORMWATER DRAINAGE OR STRUCTURES. 3. SIGN SUPPORTS SIDES OF JOINTS ONTO THE SLAB SURFACE.
9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE CONNECTING 3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A PAVED SURFACE. 6. DOWEL BARS ARE TO BE
ON TO EXISTING. 4. LINEMARKING 6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES
10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL WITHIN DRAINAGE 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF. 6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES 1 01/02/22 ISSUE FOR MCU BP NW
TRENCH OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO LAYING OF PIPES. 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE. 6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES
11. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE WITH AS3996. 6.4. FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES
Rev Date Description By Chk
12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER WHEEL
LOADS.
13. 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 STRUCTURE TO BE CONSTRUCTED TO.
14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH SPECIFIED IN THE
PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF ROOF
SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE CONTRACTORS EXPENSE. [email protected]
15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING DRAWINGS AND
RELEVANT AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS TO BE CONSTRUCTED WITH 37 MARY ST NOOSAVILLE, QLD
MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5% CROSSFALL, THE 07 5211 1003
CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING AND REPLACING AT THEIR COST.
Client
16. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN ACCORDANCE WITH NSC STD DWG RS-065,
AS1679 AND AS3600 UNO RICHARD KLINGE
17. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE CONDUITS IN VERGE PRIOR TO
Project Name
COMMENCING WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS IDENTIFIED
INDUSTRIAL UNITS DEVELOPMENT
IN THESE PLANS IMMEDIATELY.
18. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE 62 GATEWAY DRIVE
QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011. NOTE: NOOSAVILLE
19. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING ANY ASSOCIATED
PIPEWORK ACROSS THE FOOTWAY AND REINSTATE THE KERB AND CHANNEL AND THE FOOTWAY AREA IN EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
ACCORDANCE WITH COUNCIL GUIDELINES. IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT Title
20. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT NOT EXCEEDING 150 MM IN LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL ROADS AND DRAINAGE LAYOUT PLAN
THICKNESS, AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
IN ACCORDANCE WITH AUSTRALIAN STANDARD AS1289.6.2. SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
21. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE COUNCIL NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
GUIDELINES, DRAWINGS AND SPECIFICATIONS. SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
22. INTERNAL CONCRETE TO BE 175MM THICK (EXCLUDING FINISHED TREATMENTS) N32 IN ACCORDANCE WITH PROVIDER SPECIFICATIONS AND STANDARD DETAILS
AS1379 AND AS3600. SL82 MESH MIN 50MM TOP COVER TO AS1304. WHERE SUBGRADE CBR <=6 REPLACE
ADDITIONAL 100MM WITH BASE COURSE. LOCATION AND TYPE OF INTERNAL CONCRETE JOINTS TO CONFORM Project No. Discipline Status
TO STRUCTURAL ENGINEERS SPECIFICATION. 20210216 CIVIL PRELIMINARY
Designed By Drawn By Scale
BRP BRP 1:400 (at A3)
Drawing No. Revision
C30 1
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