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Civil Engineering Plans
Original PDF page 3, section 2. The text section number identifies this passage in the reader.
Plans and drawings
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DA
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WW GRADE DRIVEWAY
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TOWARDS TURF DRAIN AT
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WW 10/03/2022
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WW NOM. 1% MIN.
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RESIDENTIAL
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E WW EXISTING TREE TO BE
EA ID: 2557785
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DRIVEWAY ACCESS. WW
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RPEQ: 26443
REMOVED
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REFER TO NSC STD
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DWGS RS-049 & RS-050 E
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DO NOT SCALE, IF IN DOUBT ASK!
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PROVIDE MINIMUM 125mm
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COMPACTED TYPE 2.1 GRAVEL
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BASE WITH 2 COAT BITUMEN
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1I
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ST
SEAL IN ACCORDANCE WITH NSC
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STD RS-056
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N
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1I
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E PROVIDE SEPARATE WATER METER
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C56014
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FOR EACH LOT. UNITY WATER
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CERTIFICATIONS AND APPROVALS
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REQUIRED PRIOR TO WORKS.
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ET
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LOW POINT FOR
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STORMWATER RUN-OFF
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1 02/03/22 ISSUE FOR OP WORKS JAC BRP
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GRADE VERGE LOCALLY TO
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Rev Date Description By Chk
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PROVIDE FLOW PATH
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ROADWORKS AND DRAINAGE NOTES E
1. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED 11. EXCEEDING 150 MM IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE E
DRAINAGE PIPES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD
ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND AS1289.6.2.
SPECIFICATIONS. 12. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF E [email protected]
2. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE AS3727.1:2016.
13. SAW CUT JOINTS MUST BE: 37 MARY ST NOOSAVILLE, QLD
BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT
AUSTRALIAN STANDARDS. 13.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS. 07 5211 1003
3. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS 13.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
Client
INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992. 13.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
4. CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS TO ENSURE NO EXCESSIVE LOADS 14. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION K. & J. HALSALL
ARE PLACED ON STORMWATER DRAINAGE OR STRUCTURES. COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID Project Name
MISMATCHED JOINTS.
5. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE 6 CEDAR STREET
WHERE CONNECTING ON TO EXISTING.
6. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN COOROY
ACCORDANCE WITH AS3996. PROPOSED SUBDIVISION
7. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE
UNDER WHEEL LOADS. Title
8. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT
SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE
ROADS AND DRAINAGE LAYOUT DETAILS
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.
9. 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 NOTE: Project No. Discipline Status
LINEMARKING TO ALLOW FOR THE BITUMEN EMULSION JOINT SEAL. REINSTATEMENT OF
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO IDENTIFY AND LOCATE ALL 20210226 CIVIL OP WORKS
SURFACE ADJACENT TO THE KERB OR ROAD PAVEMENT EDGE TO EXTEND FULLY TO THE KERB
LINE OR EDGE OF PAVEMENT. SERVICES ON SITE AND WITHIN THE WORKS AREA FOOTPRINT. WHERE ANY Designed By Drawn By Scale
DISCREPANCIES OCCUR BETWEEN THE INDICATED POSITIONS AND LEVELS (at
10. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT NOT. BRP JAC AS INDICATED A3)
AND THE LOCATED SERVICES, RECOR IS TO BE NOTIFIED AS SOON AS
POSSIBLE. Drawing See the original
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