Council archive · source document
RFI - Engineering Plans · MCU22/0087
Plans and drawings: the text below has words only, no drawings.
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
NEW 'B1' KERB AND GUTTER AS
N
SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT
PER NSC STD DWG RS-080. GUIDELINES, DRAWINGS AND SPECIFICATIONS.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTED AND
REFER TO C41 FOR KERB TESTED TO BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN STANDARDS.
DETAILS. MAKE SMOOTH JOIN TO 4. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS INCLUDING BUT NOT LIMITED TO
AS4058 AND AS1992.
EXISTING 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
REMOVE EXISTING VEHICLE 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.
DRIVEWAY IN BERRIMA ROW
DIVERT UPSTREAM RUN-OFF. 9. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER WHEEL LOADS.
AND REINSTATE VERGE TO 10. 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
MATCH SURROUNDS 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
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% 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
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.
-
CH 25.6 15. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE QUEENSLAND WORKPLACE
A
HEALTH AND SAFETY ACT 2011.
S
CH 25.00 16. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING ANY ASSOCIATED PIPEWORK 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
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
2.4
STANDARD AS1289.6.2.
18. CONTRACTOR TO UNDERTAKE ROADWORKS TESTING IN ACCORDANCE WITH NOOSA SHIRE COUNCIL GUIDELINES, DRAWINGS AND
SPECIFICATIONS.
S
19. INTERNAL CONCRETE TO BE 175MM THICK (EXCLUDING FINISHED TREATMENTS) N32 IN ACCORDANCE WITH AS1379 AND AS3600.
REFER TO LANDSCAPE ARCHITECTS SL72 MESH MIN 50MM TOP COVER TO AS1304. MIN 100MM BASE COURSE WHERE SUBGRADE CBR <=6. LOCATION AND TYPE OF
5.4 INTERNAL CONCRETE JOINTS TO CONFORM TO STRUCTURAL ENGINEERS SPECIFICATION.
2.7
PLANS FOR TREE REMOVALS AND
S
CH 20.00
PLANTINGS WITHIN VERGE. STANDARD SIGNS AND LINE MARKING NOTES
1. GENERAL
S
1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND TRANSPORT MANUAL OF UNIFORM
TRAFFIC CONTROL DEVICES (CURRENT EDITION).
5.4 2. SIGNS
2.4
.2 2 2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2007 UNLESS NOTED OTHERWISE.
S
33 34. 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN: LOCATION CLEARANCE NO KERB 600
W W
BO TO BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500 FROM FACE OF KERB.
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 3.1. SLEEVED SIGNS SUPPORTS ARE TO BE PROVIDED IN ALL AREAS WHERE THEY ARE IN A PAVED SURFACE.
S
.2 4. LINEMARKING
CH 15.00 .2 33
2 .64 4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
RL3 OW 33
B W 4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
TO
S
PROVIDE NEW 450x450 FIELD INLET JOINTING NOTES
.00
2.2 L32 WITH STUB FOR ROOF DRAINAGE
S
3 R
RL 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AS3727.1:2016.
.2
33 2.97 CONNECTION. REFER HYDRAULIC
B-2
2. REFER TO STRUCTURAL PLANS FOR INTERNAL SLAB JOINTING LAYOUT.
0 W 3
0 1.4 TO OW PLANS FOR CONTINUATION. 3. SAW CUT JOINTS MUST BE:
0.8 3
S
L
R L3 R
.2
B 3.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
.2 .2 .2 .2 32
REINSTATE EXISTING 4 W 32
.02 W
32 78
. CH 10
.00 2
3 3
W 30.6
32 8
TO
W .93
3.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
3 1.3 TO 31 TOW 3
0
O W .0
TO 31 31 3.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
CONCRETE STEPS L T W W
S
R W BO W
BO EJ BO BO BO
WM
4. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW EXPANSION AND CONTRACTION MOVEMENTS.
5. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION COMMENCING. LAYOUT SHOULD AVOID
ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
S
1:3
1:3
W W W W W W W W W W W .25 W W W W W W W W W W 0.35 W W W W W W W W W W W W W W W W W W W W W 6. W W
JOINT SEALANTS W
WHERE W MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL NOT EXTEND ABOVE SIDES OF JOINTS
USED
L30 63 RL
3 ONTO THE SLAB SURFACE.
R .
HYL 31 7. DOWEL BARS ARE TO BE
3
S
1:
MH (Not Located) L
BOUNDARY RETAINING WALL 7.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES
1:40
1:40
Plotted from Unitywater 2 7.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES
Records 30.4 TO STRUCTURAL ENGINEERS
S S S S S S S S RL CJ 7.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES
5.6m CH 5.00 6.4m SPECIFICATION 7.4. FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES
B-1
2.3m
VEHICLE PARK VEHICLE PARK
6.5m 1m
PROVIDE NEW KERB LEGEND
ADAPTORS FOR STORMWATER PIPE
CH 0.00 (2x)125x75mm RHS OUTLET
STORMWATER PIT
REMOVE EXISTING TIMBER RETAINING CJ CONTROL JOINT
STRUCTURES IN VERGE, PROVIDE 1.2m WIDE EJ EXPANSION JOINT
TURFED 'FOOTPATH' ZONE BEHIND KERB
AND BATTER TO BOUNDARY AT MAX 1:3. NEW KERB
NEW CONCRETE DRIVEWAY
175mm THICK N32 NOTE:
SL72 MESH, 50mm TOP COVER
EXCEPT WHERE NOTED ON PLAN AND ASSOCIATED DESIGN DRAWINGS, ALL
CONTRACTOR TO POTHOLE AND LOCATE WATER NEW CONCRETE FOOTPATH IN-GROUND SERVICES WITHIN THE PROPERTY BOUNDARY INCLUDING BUT NOT
LIMITED TO: STORMWATER DRAINAGE, SEWERAGE, WATER, GAS, ELECTRICAL
100mm THICK N32
PROVIDE NEW 'B2' KERB AND GUTTER MAIN WITHIN VERGE WITHIN WORKS ZONE. ENSURE SL72 MESH CENTRAL AND COMMUNICATIONS TO BE SAFELY BE DISCONNECTED, REMOVED FROM
SITE AND CAPPED OFF AT SITE BOUNDARY. CONTRACTOR TO ARRANGE ALL
WITH CONCRETE INFILL FOR DRIVEWAY MINIMUM 800mm COVER TO FINISHED SURFACE IN NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
CROSSOVER AND MAKE SMOOTH JOIN ACCORDANCE WITH UNITY WATER RL30.41 SPOT HEIGHT SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
PROVIDE NEW 4m WIDE CONCRETE DRIVEWAY PROVIDER SPECIFICATIONS AND STANDARD DETAILS
TO EXISTING PARKING AREA SPECIFICATIONS. LOWER IF NECESSARY AND
CROSSOVER IN ACCORDANCE WITH NSC STD
ALLOW FOR ALL ASSOCIATED APPROVALS AND
DWG RS-050 AND RS-051. PROVIDE STANDARD
COSTS
RESIDENTIAL WINGS PER RS-049
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 C 29/11/22 RFI UPDATE BRP JB BRP BOTTLEBRUSH PROPERTY PTY LTD BEN PARRY LAYOUT PLAN
B 10/10/22 RFI UPDATE BRP MVP BRP SCALE 1:100
37 MARY ST 2 3 4
RPEQ: 28084
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: 29/11/22 SIZE:
RECORCONSULTING.COM REVISIONS C40 20220051 A1 C
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