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20210041 Bottlebrush Ave Op Works
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
OP WORKS
ISSUE
PROVIDE 5,000L BELOW
GROUND STORMWATER CONCRETE DRIVEWAY. 125MM
PROVIDE CONCRETE DRIVEWAY. DETENTION TANK, ROCLA BOX THICK N32 WITH SL72 MESH
CONNECTION TO ROOF VEHICLE TURNING DISK TO
REFER NSC STD DWG RS-049 & CULVERT 2400Lx1800Wx1200H DRAINAGE TO HYDRAULIC
S
OR EQUIVALENT ARCHITECTURAL SPECIFCIATION PROVIDE TURFED CATCH DRAIN
RS-05030.26
FOR DETAIL ENGINEERS SPECIFICATION 1.5M WIDE CONCRETE
SEWER MANHOLE TO CONVEY UPSTREAM FOOTPATH. 100MM THICK N32
RUNOFF. REFER DETAIL D. WITH SL72 MESH
S
WM
STORMWATER PIT
S SW STORMWATER PIPE
CJ
EJ
PROVIDE 1.5m WIDE CONCRETE TURFED CATCH DRAIN
FOOTPATH FOR LENGTH OF
S
STREET FRONTAGE. REFER NSC
STD DWG RS-065.
STORMWATER DETENTION TANK
I.P. 29.468
I.P. 29.508
I.P. 29.670
I.P. 29.832
I.P. 30.837
I.P. 31.500
S
CJ
CJ CONTROL JOINT
1.000 3.000 3.000
16.667%
S
10.000% 25.000% 11.335% 0.000% IJ
CJ
BREAK INTO EXISTING ISOLATION JOINT
KERB INLET PIT,
CONNECT STORMWATER
AND MAKE GOOD.
CJ RL 26.400 EJ
S
SW
EXPANSION JOINT
29.51
29.475
29.570
29.620
29.664
29.678
29.753
29.832
29.839
29.967
30.462
30.767
30.786
31.007
31.330
31.387
31.457
31.500
31.500
31.500
29.468
EXISTING KERB DESIGN
INLET PIT SW SW SW SW SW SURFACE
29.51
29.46
29.46
29.64
29.77
29.88
29.91
30.04
30.17
30.18
30.32
30.88
31.16
31.18
31.48
32.03
32.13
32.31
32.58
33.09
33.73
CJ SW EXISTING
S
SURFACE
SW
0.000
2.642
3.159
4.109
4.609
5.000
5.109
5.609
6.081
6.109
6.623
8.603
14.450
10.000
10.103
11.603
15.000
15.950
17.450
20.000
23.500
3.092
SW SW SW SW SW SW SW SW SW SW SW SW SW SW
CHAINAGE
S
225Ø RRJ RCP
225Ø RRJ RCP RETAINING WALLS TO BE
900x900 GRATED INLET PIT DRIVEWAY LONGSECTION
USIL: 30.18 900x900 GRATED 225Ø RRJ RCP SL 36.76m
USIL: 30.86 900x900 GRATED INLET PIT PROVIDED TO STRUCTURAL Ch 0.000 to Ch 23.500
DSIL: 28.92 INLET PIT USIL: 34.70 PROVIDE STEP IRONS AT 300 CRS.
DSIL: 30.22 SL 32.96m ENGINEERS SPECIFICATIONS
LENGTH: 8.92m SL 31.5m DSIL: 30.95 SCALES: HORIZONTAL 1:250 VERTICAL 1:50
LENGTH: 3.63m PROVIDE STEP IRONS AT 300 CRS.
Grade: 13.2% PROVIDE STEP IRONS LENGTH: 23m
S
Grade: 14.5%
AT 300 CRS. Grade: 15.8%
S
S
ROADWORKS AND DRAINAGE NOTES 16. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN ACCORDANCE WITH NSC JOINTING NOTES
STD DWG RS-065, AS1679 AND AS3600 UNO
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS. 17. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE CONDUITS IN 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 VERGE PRIOR TO COMMENCING WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY AS3727.1:2016.
DRAINAGE PIPES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS IMMEDIATELY. 2. SAW CUT JOINTS MUST BE:
S
ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND 18. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF 2.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
SPECIFICATIONS. THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011. 2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE 19. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING 2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT ANY ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND REINSTATE THE KERB AND
AUSTRALIAN STANDARDS. CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES. 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 20. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK BUT NOT EXPANSION AND CONTRACTION MOVEMENTS.
NOTE: DO NOT SCALE, IF IN DOUBT ASK!
S
APPROVED EQUIVALENT. EXCEEDING 150 MM IN THICKNESS, AND COMPACTED TO A MINIMUM DENSITY OF 95% OF THE 4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH AUSTRALIAN STANDARD COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID DRAWINGS, ALL IN-GROUND SERVICES WITHIN THE PROPERTY
INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992. AS1289.6.2. MISMATCHED JOINTS. BOUNDARY INCLUDING BUT NOT LIMITED TO: STORMWATER
8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS 21. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE 5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL NOT DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL AND
ONLY. CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE COUNCIL GUIDELINES, DRAWINGS AND SPECIFICATIONS. EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB SURFACE. COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED
LOADS ARE PLACED ON STORMWATER DRAINAGE OR STRUCTURES. 22. INTERNAL CONCRETE TO BE 125MM THICK (EXCLUDING FINISHED TREATMENTS) N32 IN 6. DOWEL BARS ARE TO BE FROM SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO
9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE ACCORDANCE WITH AS1379 AND AS3600. SL72 MESH MIN 50MM TOP COVER TO AS1304. MIN 6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES ARRANGE ALL NECESSARY APPLICATIONS AND PERMITS WITH THE
WHERE CONNECTING ON TO EXISTING. 100MM BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION AND TYPE OF INTERNAL 6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES RELEVANT AUTHORITIES. SERVICES TO BE CAPPED IN
10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL CONCRETE JOINTS TO CONFORM TO STRUCTURAL ENGINEERS SPECIFICATION. 6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES ACCORDANCE WITH RELEVANT SERVICE PROVIDER
WITHIN DRAINAGE TRENCH OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO 6.4. FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES SPECIFICATIONS AND STANDARD DETAILS
LAYING OF PIPES. STANDARD SIGNS AND LINE MARKING NOTES
11. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN 1. GENERAL
ACCORDANCE WITH AS3996. 1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND A 01/12/21 ISSUED FOR OPW BRP MVP
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).
UNDER WHEEL LOADS. 2. SIGNS
Rev Date Description By Chk
13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED OTHERWISE.
SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN:
STRUCTURES EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE
CONTRACTOR WILL ENSURE AN ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE MOUNTABLE KERB 500 FROM FACE OF KERB.
SUBJECT STRUCTURE TO BE CONSTRUCTED TO. 2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO
14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH KERB OR CARRIAGEWAY EDGE. ALL OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE
SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE NORMAL TO APPROACHING HEADLIGHT.
LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE 3. SIGN SUPPORTS
CONTRACTORS EXPENSE. 3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A [email protected]
15. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING PAVED SURFACE.
DRAWINGS AND RELEVANT AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. 4. LINEMARKING 37 MARY ST NOOSAVILLE, QLD
FOOTPATHS TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF. 07 5211 1003
FOOTPATHS EXCEED 2.5% CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY BY 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
Client
REMOVING AND REPLACING AT THEIR COST.
NOVATO GROUP
Project Name
27 BOTTLEBRUSH AVE
NOOSA HEADS
Title
ROADS & DRAINAGE LAYOUT PLAN
Project No. Discipline Status
20210041 CIVIL OPW
Designed By Drawn By Scale
(at
BRP BRP 1:100 A1)
Drawing No. Revision
C30 A
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