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RECOR - Driveway plan
Plans and drawings
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ISSUE
LEGEND
EXISTING DRIVEWAY
PROPOSED
FARM STAY WHERE SEAL INDICATED
PROVIDE 14/7MM DOUBLE GRAVEL DRIVEWAY
250MM TYPE 2.1 BASE DOUBLE SPRAY SEAL OR
COURSE MATERIAL TO BE 30MM AC10
COMPACTED IN 2 LAYERS
SEALED DRIVEWAY
3% CROSSFALL
1.2m
300mm
PROVIDE GRAVELED ROAD PER
TYPICAL DETAIL UPSTREAM CUT-OFF DRAIN. NOMINAL 3M WIDTH
COMPACT SUBGRADE TO
MINIMUM CBR 3 OR REPLACE
BATTER TO EXISTING
SURFACE AT 2:1 MAX WITH 100MM COMPACTED
SELECT FILL
DETAIL A - TYPICAL DRIVEWAY CROSS SECTION
PROVIDE SEAL TO STEEP
SECTION FROM GATE
DRIVEWAY NOTES
1. NO WORK IS TO COMMENCE ON SITE UNTIL THE APPROVAL OF THE COUNCIL HAS BEEN RECEIVED IN WRITING. THE CONTRACTOR IS TO
OBTAIN A COPY OF THE APPROVAL AND SHALL COMPLY WITH THE REQUIREMENTS THEREOF.
2. ALL CONSTRUCTION SHALL COMPLY WITH THE RELEVANT WORK PLACE HEALTH AND SAFETY LEGISLATION.
3. A MINIMUM OF 24 HOURS NOTICE IS REQUIRED FOR ALL ENGINEERING INSPECTIONS, WHERE POSSIBLE.
4. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, CURRENT RELEVANT AUSTRALIAN
STANDARDS, OTHER STATUTORY REQUIREMENTS AND TO THE SATISFACTION OF THE LOCAL AUTHORITY AND THE SUPERINTENDENT
5. 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 MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD AS1289.6.2.
6. CONTRACTOR TO UNDERTAKE TESTING TO ENSURE A MINIMUM SUBGRADE CBR OF 3 AND WHERE UNSUITABLE SUBGRADE MATERIAL IS
FOUND, REPLACE WITH 100MM COMPACTED SELECT FILL TO ACHIEVE REQUIRED CBR.
7. PAVEMENT OF TYPE 2.1 MATERIAL TO BE PROVIDED IN ACCORDANCE WITH MRTS05.
8. PAVEMENT SEAL WHERE REQUIRED : 10MM PRIMER SEAL + (2 COAT BITUMEN SEAL OR 30MM AC)
8.1. PRIME BITUMEN GRADE AMCO.
8.2. SEAL
8.2.1. SEAL COAT(1) BITUMEN GRADE C170 + 7mm AGGREGATE.
8.2.2. SEAL COAT(2) BITUMEN GRADE C170 + 14mm AGGREGATE.
OR
8.3. AC
8.3.1. 30MM AC10 IN ACCORDANCE WITH TMR MRTS30 ASPHALT PAVEMENTS
PROVIDE 225Ø PP PIPED CROSSING 8.4. RATES TO BE CONFIRMED WITH SUPPLIER.
9. THE CONTRACTOR SHALL ESTABLISH AND IMPLEMENT SUITABLE SEDIMENT AND EROSION CONTROLS FOR THE DURATION OF WORKS AND
WITH HEADWALLS IN TABLE DRAIN COMPLY WITH ALL STATUTORY REGULATIONS DURING THE CONSTRUCTION PHASE.
10. FOLLOWING COMPLETION OF THE WORKS THE CONTRACTOR SHALL CLEAN UP THE SITE AND DEMOBILISE TO THE SATISFACTION OF THE
EXISTING SHARED PRINCIPAL AND SUPERINTENDENT.
DRIVEWAY
19/11/21 ISSUE FOR OP WORKS - MVP
DATE REVISION MARK CHK
PROJECT ENGINEER
E [email protected]
A 37 MARY ST NOOSAVILLE, QLD
P +61 7 5211 1003
CLIENT
Hamilton-Craig D'Arsie Pty Ltd
PROJECT
53 MARTINS RD
COOROY
TITLE
DRIVEWAY DETAILS
PROJECT NO. DRAWING NO. STATUS
20210193 C10 OPW
DRAWN DESIGNED SCALE ISSUE
BRP BRP NTS A
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