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ROADWORKS AND DRAINAGE NOTES
NEW 'B1' KERB AND GUTTER AS 1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
PER NSC STD DWG RS-080. 2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED DRAINAGE PIPES INTERNAL
TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN ACCORDANCE WITH NOOSA SHIRE COUNCIL
REFER TO C41 FOR KERB DEVELOPMENT GUIDELINES, DRAWINGS AND SPECIFICATIONS.
DETAILS. MAKE SMOOTH JOIN TO 3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE BOUNDARIES)
CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS.
EXISTING 4. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS INCLUDING BUT NOT
LIMITED TO AS4058 AND AS1992.
5. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO
PROVIDE NEW STORMWATER CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE PLACED ON STORMWATER DRAINAGE OR
REMOVE EXISTING VEHICLE STRUCTURES.
DRAINAGE ALONG BOUNDARY TO 6. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE CONNECTING ON TO
DRIVEWAY IN BERRIMA ROW
BE
DIVERT UPSTREAM RUN-OFF. EXISTING.
AND REINSTATE VERGE TO 7. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL WITHIN DRAINAGE TRENCH
RR
REFER C42 FOR DETAILS. OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO LAYING OF PIPES.
MATCH SURROUNDS
IM
8. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE WITH AS3996.
9. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER WHEEL LOADS.
A
10. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL
BREAK INTO EXISTING PIT,
RO
AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN
CONNECT STORMWATER AND STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE
W
SUBJECT STRUCTURE TO BE CONSTRUCTED TO.
MAKE GOOD 11. 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.
12. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT
AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS TO BE CONSTRUCTED WITH MAXIMUM 2.5%
A-4 A-3 A-2 CROSSFALL. SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5% CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO
RECTIFY BY REMOVING AND REPLACING AT THEIR COST.
CH 26.00 PROPOSED LOCATION OF 13. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN ACCORDANCE WITH NSC STD DWG RS-065, AS1679
AND AS3600 UNO
CH 25.00 FIRE BOOSTER & 14. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE CONDUITS IN VERGE PRIOR TO
CONNECTION TO BERRIMA COMMENCING WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS IDENTIFIED IN THESE
PLANS IMMEDIATELY.
ROW WATER MAIN. DETAILS 15. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND
A-1 TO HYDRAULIC CONSULTANTS WORKPLACE HEALTH AND SAFETY ACT 2011.
16. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING ANY ASSOCIATED PIPEWORK
SPECIFICATIONS. ACROSS THE FOOTWAY AND REINSTATE THE KERB AND CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH
COUNCIL GUIDELINES.
17. 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.
18. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE COUNCIL GUIDELINES,
CH 20.00 DRAWINGS AND SPECIFICATIONS.
19. INTERNAL CONCRETE TO BE 175MM THICK (EXCLUDING FINISHED TREATMENTS) N32 IN ACCORDANCE WITH AS1379 AND
AS3600. SL72 MESH MIN 50MM TOP COVER TO AS1304. MIN 100MM BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION
4 .97 REFER TO LANDSCAPE ARCHITECTS AND TYPE OF INTERNAL CONCRETE JOINTS TO CONFORM TO STRUCTURAL ENGINEERS SPECIFICATION.
R L3
PLANS FOR TREE REMOVALS AND STANDARD SIGNS AND LINE MARKING NOTES
PLANTINGS WITHIN VERGE. 1. GENERAL
1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND TRANSPORT MANUAL OF
.7 UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION).
34 0
W 3 3.4 2. SIGNS
BO W 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED OTHERWISE.
T O
CH 15.00 3 3.2
7 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN: LOCATION CLEARANCE NO
KERB 600 BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM FACE OF KERB.
RL
2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO KERB OR CARRIAGEWAY
EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING HEADLIGHT.
5
32.2 PROVIDE NEW 450x450 FIELD INLET 3. SIGN SUPPORTS
RL .9 7 3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A PAVED SURFACE.
31
RL WITH STUB FOR ROOF DRAINAGE 4. LINEMARKING
4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
3 2.2 CONNECTION. REFER HYDRAULIC 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
RL B-2 PLANS FOR CONTINUATION.
REINSTATE EXISTING .97 .97
JOINTING NOTES
4 .2 0 31 .97
CONCRETE STEPS 31.3 32 .2
32 78 CH 10.0RL3 0.8 W 1 31 3 31
RL W 0
TO 31.
2 W 0. EJ 0 TO 30.9 W .9
TO 30 TO
W .86 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AS3727.1:2016.
WM
W TOW 3 W W 31 2. REFER TO STRUCTURAL PLANS FOR INTERNAL SLAB JOINTING LAYOUT.
BO BO BO BO BO
W
3. SAW CUT JOINTS MUST BE:
1:3
1:3
3.1. BETWEEN41 AND31 OF CONCRETE PAVEMENT DEPTHS.
3.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
3
.6 3.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
HYL 31
3
1:
L
MH (Not Located) BOUNDARY RETAINING WALL
1:40
1:40
4. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW EXPANSION AND CONTRACTION
Plotted from Unitywater
MOVEMENTS.
Records CJ TO STRUCTURAL ENGINEERS 5. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION COMMENCING. LAYOUT SHOULD
CH 5.00 SPECIFICATION AVOID ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
6. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL NOT EXTEND ABOVE SIDES OF
VEHICLE PARK VEHICLE PARK JOINTS ONTO THE SLAB SURFACE.
B-1 7. DOWEL BARS ARE TO BE
7.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES
7.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES
7.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES
7.4. FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES
PROVIDE NEW KERB
ADAPTORS FOR
LEGEND
(2x)125x75mm RHS OUTLET
CH 0.00 STORMWATER PIPE
REMOVE EXISTING TIMBER RETAINING STORMWATER PIT
STRUCTURES IN VERGE, PROVIDE 1.2m WIDE CJ CONTROL JOINT
TURFED 'FOOTPATH' ZONE BEHIND KERB
EJ
AND BATTER TO BOUNDARY AT MAX 1:2. EXPANSION JOINT
NEW KERB
RL30.41 SPOT HEIGHT
BOTTLEBRUSH AVE NOTE:
CONTRACTOR TO POTHOLE AND LOCATE WATER
EXCEPTWHERE NOTED ON PLAN AND ASSOCIATEDDESIGN DRAWINGS,ALL
PROVIDE NEW TYPE 8 KERB AS PER TMR MAIN WITHIN VERGE WITHIN WORKS ZONE. ENSURE IN-GROUNDSERVICESWITHINTHE PROPERTYBOUNDARYINCLUDINGBUT NOT
STD DWG 1033 WITH CONCRETE INFILL FOR MINIMUM 800mm COVER TO FINISHED SURFACE IN LIMITEDTO: STORMWATERDRAINAGE,SEWERAGE,WATER,GAS, ELECTRICAL
AND COMMUNICATIONSTO BE SAFELY BE DISCONNECTED,REMOVEDFROM
DRIVEWAY CROSSOVER AND MAKE ACCORDANCE WITH UNITY WATER SITE AND CAPPEDOFF AT SITE BOUNDARY.CONTRACTORTO ARRANGEALL
PROVIDE NEW 4m WIDE CONCRETE DRIVEWAY NECESSARYAPPLICATIONSAND PERMITSWITH THE RELEVANTAUTHORITIES.
SMOOTH JOIN TO EXISTING PARKING AREA SPECIFICATIONS. LOWER IF NECESSARY AND
CROSSOVER IN ACCORDANCE WITH NSC STD SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
ALLOW FOR ALL ASSOCIATED APPROVALS AND PROVIDER SPECIFICATIONS AND STANDARD DETAILS
DWG RS-050 AND RS-051. PROVIDE STANDARD
COSTS
RESIDENTIAL WINGS PER RS-049
North Point Approved Project Address Title
37 BOTTLEBRUSH AVENUE ROADS AND DRAINAGE LAYOUT PLAN
E 14.11.24 OPW AMMENDMENT TS MP N NOOSA HEADS
D 15.03.23 RFI UPDATE BRP NW For and on behalf of RECOR Pty Ltd.
C 29.11.29 RFI UPDATE BRP NW Scale ENGINEERING & PROJECT SERVICES Client Details Project Name Sheet Size
SUNSHINE COAST | BRISBANE
B 10.10.22 RFI UPDATE BRP NW 1:100 0 1 2 3 4m www.recor.au | ABN 89 647 469 707 S & J KNOBEL RESIDENTIAL UNIT DEVELOPMENT A1
A 12.05.22 MCU / OPW ISSUE BRP NW COPYRIGHT © This drawing is subject to copyright in accordance with the agreement between RECOR Pty Ltd and RECOR's Project Number Drawing Number Revision
Rev Date Revision Description Drawn Check DO NOT SCALE, IF IN DOUBT ASK
client. This drawing shall only be used for this specific project. This drawing shall not be used for construction until marked as
'Issued For Construction' in the revision description. 20220051 C40 A
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