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Civil Package
Original PDF page 7, section 1. The text section number identifies this passage in the reader.
ROADWORKS AND DRAINAGE NOTES
1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED DRAINAGE PIPES INTERNAL TO THE
N
SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN ACCORDANCE WITH NOOSA SHIRE 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.
RETAIN EXISTING 4. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS INCLUDING BUT NOT LIMITED TO
AS4058 AND AS1992.
CROSSOVER 5. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS ONLY. CONTRACTOR TO CONSIDER
CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE LOADS ARE PLACED ON STORMWATER DRAINAGE OR STRUCTURES.
6. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE CONNECTING ON TO EXISTING.
PROVIDE NEW STORMWATER 7. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL WITHIN DRAINAGE TRENCH OR
STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO LAYING OF PIPES.
DRAINAGE ALONG BOUNDARY TO 8. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE WITH AS3996.
DIVERT UPSTREAM RUN-OFF. 9.
10.
ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER WHEEL LOADS.
ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT SPECIFICATION, AND LOCAL AUTHORITY
REFER C42 FOR DETAILS. BREAK INTO EXISTING PIT, GUIDELINES AND SPECIFICATIONS. WHERE 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
CONNECT STORMWATER AND CONSTRUCTED TO.
MAKE GOOD 11. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH SPECIFIED IN THE PROJECT
37
SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON CONFORMANCE IS
lly TO BE RECTIFIED AT THE CONTRACTORS EXPENSE.
Pi 12. ALL FOOTPATHS TO BE CONSTRUCTED IN ACCORDANCE WITH ARCHITECTURAL/LANDSCAPING DRAWINGS AND RELEVANT
Lilly
AUTHORITY STANDARD DRAWINGS AND SPECIFICATIONS. FOOTPATHS TO BE CONSTRUCTED WITH MAXIMUM 2.5% CROSSFALL.
SHOULD CONSTRUCTED FOOTPATHS EXCEED 2.5% CROSSFALL, THE CONTRACTOR WILL BE REQUIRED TO RECTIFY BY REMOVING
A-4 A-3 A-2
AND REPLACING AT THEIR COST.
13. CONCRETE FOOTPATH TO BE 100mm THICK N32 WITH SL72 MESH IN ACCORDANCE WITH NSC STD DWG RS-065, AS1679 AND AS3600
36 UNO
14. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE CONDUITS IN VERGE PRIOR TO COMMENCING
S
1
WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS IMMEDIATELY.
A-
CH 25.76 15. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE
HEALTH AND SAFETY ACT 2011.
S
16. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING ANY ASSOCIATED PIPEWORK ACROSS
CH 25.00
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
5.4 COMPACTED TO A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE WITH AUSTRALIAN
5.4
S
2.4
NEW 1.5M WIDE CONCRETE
2.4
CJ 35 STANDARD AS1289.6.2.
18. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE COUNCIL GUIDELINES, DRAWINGS AND
le
FOOTPATH AS PER NSC SPECIFICATIONS.
S
ap
M
CJ STD DWG RS-065 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 AND TYPE OF
5.4 5.4 INTERNAL CONCRETE JOINTS TO CONFORM TO STRUCTURAL ENGINEERS SPECIFICATION.
2.7
2.4 le
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ap
M
CJ STANDARD SIGNS AND LINE MARKING NOTES
CH 20.00 1. GENERAL
S
1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND TRANSPORT MANUAL OF UNIFORM
34 TRAFFIC CONTROL DEVICES (CURRENT EDITION).
5.4 2. SIGNS
CJ
2.4
2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED OTHERWISE.
S
2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600
ne
Pi BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM FACE OF KERB.
EJ
2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO KERB OR CARRIAGEWAY EDGE. ALL
S
OTHER SIGNS TO BE TURNED AWAY BY 5° FROM THE NORMAL TO APPROACHING HEADLIGHT.
3. SIGN SUPPORTS
2.85
5.6 CJ 3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A PAVED SURFACE.
S
4. LINEMARKING
CH 15.00 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
33
4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
S
PROVIDE NEW FIELD INLET WITH
CJ
JOINTING NOTES
RETAIN EXISTING SIGNS STUB FOR ROOF DRAINAGE
S
1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AS3727.1:2016.
CONNECTION. REFER HYDRAULIC
B-2
CJ 2. REFER TO STRUCTURAL PLANS FOR INTERNAL SLAB JOINTING LAYOUT.
PLANS FOR CONTINUATION. 3. SAW CUT JOINTS MUST BE:
S
3.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
32 3.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
CJ 3.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
ne
Pi
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EJ CH 1
0.00
a
WM
ian a
4. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW EXPANSION AND CONTRACTION MOVEMENTS.
inc ian
a
go ian 5. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID
Po c a an inc
oin n ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
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Po
CJ
P cia
in W
M
W W W W W W W W W W W W W W W W W W W W W W W W We W W W W W W W W W W W W W W W W 6. W JOINT SEALANTS
W WHERE
W USED
W MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS
Po 3 tiv ONTO THE SLAB SURFACE.
31 .6 Na a
HYL 31 n 7. DOWEL BARS ARE TO BE
cia
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MH (Not Located) L in EJ 7.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES
Plotted from Unitywater 2.4m 5.4m Po 7.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES
Records 1.2m 31
7.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES
S S S S S S S S
NEW 'B1' KERB AND GUTTER TO
CJ
7.4. FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES
CJ CH 5.00
K
FRONTAGE OF SITE AS PER NSC
RK
AR
2.3m
B-1
K
PA
EP
CJ
2.5
AR
2.5
IKE
BIK
EP
CJ
VEHICLE PARK
CJ
STD DWG RS-080. TIE INTO
CJ
RB
R
BIK
TO
TO
R
MO
TO
MO
MO
30 EXISTING BITUMEN AS PER 'NEW
KERB TIE-IN' DETAIL ON C41.
REMOVE OR RELOCATE
POINCIANAS RETAIN EXISTING 'NO
CH 0.00
PARKING' SIGN. RELOCATE
CLEAR OF PATH IF REQUIRED.
LEGEND
PROVIDE NEW KERB STORMWATER PIPE
ADAPTORS FOR STORMWATER PIT
(2x)125x75mm RHS OUTLET
PROVIDE NEW 'B2' KERB AND GUTTER CJ CONTROL JOINT
WITH CONCRETE INFILL FOR DRIVEWAY EJ EXPANSION JOINT
NOTE:
CROSSOVER AND MAKE SMOOTH JOIN EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
RETAIN 1 ON-STREET PARALLEL NEW KERB IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
TO EXISTING PARKING AREA PROVIDE NEW 5.7m WIDE CONCRETE DRIVEWAY
PARKING SPACE AND PROVIDE LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
CROSSOVER IN ACCORDANCE WITH NSC STD AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
MOTORCYCLE PARKING TO NEW CONCRETE DRIVEWAY
SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
DWG RS-050 AND RS-051. PROVIDE STANDARD 175mm THICK N32
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
EACH SIDE OF DRIVEWAY SL72 MESH, 50mm TOP COVER
RESIDENTIAL WINGS PER RS-049 SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
PROVIDER SPECIFICATIONS AND STANDARD DETAILS
NEW CONCRETE FOOTPATH
100mm THICK N32
SL72 MESH CENTRAL
SCALE: CLIENT: APPROVED BY: PROJECT NAME:
RESIDENTIAL UNITS AT 37 BOTTLEBRUSH AVE
1:100 TITLE: STATUS:
ROADS & DRAINAGE MCU / OP WORKS
© ABN 89 647 469 707 BOTTLEBRUSH PROPERTY PTY LTD NATHAN WAGSTAFF LAYOUT PLAN
SCALE 1:100 RPEQ: 26443
37 MARY ST 2 3 4
A 12/05/22 MCU / OPW ISSUE BRP BRP NW
NOOSAVILLE, QLD 4566 CPEng NER DRAWING NUMBER: PROJECT NUMBER: REV:
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP SHEET
DATE: 12/05/22 SIZE:
RECORCONSULTING.COM REVISIONS C40 20220051 A3 A
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