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20220078 Wyandra St Civil OPW
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
OP WORKS
NOT FOR CONSTRUCTION
ROADWORKS AND DRAINAGE NOTES
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS. STORMWATER PIPE
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR
COUNCIL OWNED DRAINAGE PIPES INTERNAL TO THE SITE BOUNDARIES)
N
CONSTRUCTION AND TESTING TO BE IN ACCORDANCE WITH NOOSA SHIRE
STORMWATER PIT
COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND SPECIFICATIONS.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL
TO THE SITE BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE
WITH RELEVANT AUSTRALIAN STANDARDS. ATTENUATION TANK
4. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT
24.70
REFER STORMWATER SECTIONS ON AUSTRALIAN STANDARDS INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992.
5. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR
C34 FOR DETAILS OF STORMWATER OPERATIONAL LOADS ONLY. CONTRACTOR TO CONSIDER CONSTRUCTION
Fire H
DRAINAGE LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE PLACED ON STORMWATER
DRAINAGE OR STRUCTURES.
CONCRETE DRIVEWAY
24.68 y drant
Sewer 6. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER
M anhole DRAINAGE WHERE CONNECTING ON TO EXISTING.
A-3
NEW RESIDENTIAL DRIVEWAY 7. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE
CROSSOVER AS PER NSC STD FOUNDING MATERIAL WITHIN DRAINAGE TRENCH OR STORMWATER
STRUCTURES AND AWAIT DIRECTION PRIOR TO LAYING OF PIPES.
CJ
DWG RS-049 & RS-050. UPPER 8. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D"
CONSTRUCTION JOINT
IN ACCORDANCE WITH AS3996.
DRIVEWAY ALIGNMENT - 9. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE
REFER DWG C32 24.00 Sewer OR MOVE UNDER WHEEL LOADS. EJ EXPANSION JOINT
A-4
Line In 10. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH
dicativ
e Only PROJECT SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND
0.00m
(Not L SPECIFICATIONS. WHERE STRUCTURES EXCEED MAXIMUM DEPTH AS
ocate
d by
CJ
Surve IDENTIFIED WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL ENSURE AN
y)
5.00m
ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE SUBJECT
REET
STRUCTURE TO BE CONSTRUCTED TO.
11. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE
10.00
MAXIMUM DEPTH SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL
PROVIDE RETAINING WALLS TO AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF ROOF SLAB.
STRUCTURAL ENGINEERS ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE CONTRACTORS EXPENSE.
15.00
Pit
Telstr 12. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH
a SPECIFICATIONS. ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT AUTHORITY
18.95
m
23.57 STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS TO BE
RA ST
CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL. SHOULD CONSTRUCTED
FOOTPATHS EXCEED 2.5% CROSSFALL, THE CONTRACTOR WILL BE REQUIRED
m
TO RECTIFY BY REMOVING AND REPLACING AT THEIR COST.
13. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN
Edge
m
ACCORDANCE WITH NSC STD DWG RS-065, AS1679 AND AS3600 UNO
14. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE
of Bit
CONDUITS IN VERGE PRIOR TO COMMENCING WORKS. THE SUPERINTENDANT IS
TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS
umen
IMMEDIATELY.
23.22 15. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE
REQUIREMENTS OF THE QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT
WYAND
2011.
16. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL
EET
INCLUDING ANY ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND
REINSTATE THE KERB AND CHANNEL AND THE FOOTWAY AREA IN ACCORDANCE
WITH COUNCIL GUIDELINES.
REET
A STR
17. ROADBASE MATERIAL SHOULD BE PLACED IN LAYERS AT LEAST 75 MM THICK
A-5
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.
PROVIDE 4,000L RAINWATER
RA ST
18. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH
40
BREAK INTO EXISTING GULLY ATTENUATION TANK OR SIMILAR AS NOOSA SHIRE COUNCIL GUIDELINES, DRAWINGS AND SPECIFICATIONS.
R
19. INTERNAL CONCRETE TO BE 175MM THICK (EXCLUDING FINISHED TREATMENTS)
INLET, CONNECT STORMWATER PER DETAIL A. INDIATIVE LOCATION
WYAND
N32 IN ACCORDANCE WITH AS1379 AND AS3600. SL72 MESH MIN 50MM TOP
AND MAKE GOOD. SHOWN. COVER TO AS1304. MIN 100MM BASE COURSE WHERE SUBGRADE CBR <=6.
LOCATION AND TYPE OF INTERNAL CONCRETE JOINTS TO CONFORM TO
22.68
WYAND
STRUCTURAL ENGINEERS SPECIFICATION.
A-2 STANDARD SIGNS AND LINE MARKING NOTES
1. GENERAL
1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE
18.26 QUEENSLAND TRANSPORT MANUAL OF UNIFORM TRAFFIC CONTROL
m 2. SIGNS
DEVICES (CURRENT EDITION). 13/07/2022
Gully 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS EA ID: 2557785
22.36 Pit NOTED OTHERWISE. RPEQ: 26443
2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO
A-1 15.00
EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600 BEHIND GUIDE POSTS
BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM FACE OF
DO NOT SCALE, IF IN DOUBT ASK!
m
22.25 KERB.
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.
3. SIGN SUPPORTS
3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE
NEW RESIDENTIAL DRIVEWAY THEY ARE IN A PAVED SURFACE.
22.10 CROSSOVER AS PER NSC STD 4. LINEMARKING
4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
DWG RS-049 & RS-050. LOWER 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE. C 11/07/22 ISSUE FOR OPW BP NW
DRIVEWAY ALIGNMENT -
10.00
B 24/06/22 UPDATE ISSUE FOR MCU BP NW
REFER DWG C33
m JOINTING NOTES A 30/03/22 ISSUE FOR MCU
Rev Date Description
BP
By Chk
NW
22.00 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE
Valve REQUIREMENTS OF AS3727.1:2016.
Power
SAFAR
pole
CAP
2. REFER TO STRUCTURAL PLANS FOR INTERNAL SLAB JOINTING LAYOUT.
21.98
I STRE 3. SAW CUT JOINTS MUST BE:
BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
ET
Telstr 3.1.
a Pit 3.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
21.98 3.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
Gully 22.00
Pit 4. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO
Fire H
22.31 Edge
ydran
t 5.00m ALLOW EXPANSION AND CONTRACTION MOVEMENTS.
5. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO
[email protected]
of Bit CJ CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID ACUTE ANGLES IN THE 37 MARY ST NOOSAVILLE, QLD
umen CONCRETE SLAB AND AVOID MISMATCHED JOINTS. 07 5211 1003
SAIFSATRREIET
24.82
SAFAR 23.46 Sewer
Manho
le
6. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY
AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS ONTO THE SLAB SURFACE.
7. DOWEL BARS ARE TO BE
Client
FORDE PROPERTY
STREET
MODIFY HYDRANT TO SUIT 7.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT
Project Name
PROPOSED DRIVEWAY SURFACE 24.85
7.2.
400MM CENTRES
FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT
RESIDENTIAL DUPLEX DEVELOPMENT
LEVEL 300MM CENTRES 6 WYANDRA STREET
7.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT NOOSA HEADS
0.00m 7.4.
300MM CENTRES
FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM
Title
CENTRES
ROADS AND DRAINAGE LAYOUT PLAN
NOTE:
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL Project No. Discipline Status
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES. 20220078 CIVIL OPW
SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
Designed By Drawn By Scale
PROVIDER SPECIFICATIONS AND STANDARD DETAILS (at
BRP BRP 1:100 A1)
Drawing No. Revision
C30 C
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