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RFI - Eng Plans
Plans and drawings
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Log in to see the plans as drawn STANDARD SIGNS AND LINE MARKING NOTES
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1. GENERAL
1.1. ALL SIGNS AND PAVEMENT MARKING IS TO BE IN ACCORDANCE WITH THE QUEENSLAND TRANSPORT
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (CURRENT EDITION) AND AS2890: PARKING FACILITIES .
STREET
2. SIGNS
2.1. ALL SIGNS TO BE REFLECTORISED CLASS 1 TO AS1906.1:2017 UNLESS NOTED OTHERWISE.
NEW CONNECTION TO EXISTING 2.2. SIGNS ARE TO BE INSTALLED WITH THE FOLLOWING CLEARANCES TO EDGE OF SIGN: LOCATION
ELECTICAL SERVICE
A
CLEARANCE NO KERB 600 BEHIND GUIDE POSTS BARRIER KERB 300 FROM FACE MOUNTABLE KERB 500
D R
FROM FACE OF KERB.
A N
2.3. PARKING CONTROL SIGNS TO BE MOUNTED TO FACE APPROACHING TRAFFIC AT 45° TO KERB OR
W Y
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 THEY ARE IN A PAVED SURFACE.
4. LINEMARKING
4.1. REDUNDANT LINEMARKING IS TO BE GROUND OFF.
4.2. THERMOPLASTIC LINEMARKING TO BE USED FOR ALL CONCRETE.
NEW TYPE 'B1' BARRIER KERB TO REPLACE JOINTING NOTES
EXISTING CROSSOVER AS PER NSC STD
DWG RS-080 1. ALL JOINTING AND CONCRETE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AS3727.1:2016.
PROPOSED RESIDENTIAL DRIVEWAY TO 2. SAW CUT JOINTS MUST BE:
BE CONSTRUCTED IN ACCORDANCE WITH 2.1. BETWEEN 41 AND 31 OF CONCRETE PAVEMENT DEPTHS.
IPWEA RS-049 & RS-050 1.5m WIDE FOOTPATH TO BE
2.2. CLEARED OF ANY DEBRIS FROM THE CUTTING METHOD.
CONSTRUCTED IN ACCORDANCE WITH
2.3. PERFORMED WITHIN 6 TO 12 HOURS OF FINISHING CONCRETE POURS.
NSC STD DWG RS-065.
3. DOWELL BARS MUST BE INSTALLED EXACTLY 90° TO THE FACE OF JOINT TO ALLOW EXPANSION AND
CONTRACTION MOVEMENTS.
4. JOINTING LAYOUT TO BE CONFIRMED BY SUPERINTENDANT PRIOR TO CONSTRUCTION COMMENCING. LAYOUT
SHOULD AVOID ACUTE ANGLES IN THE CONCRETE SLAB AND AVOID MISMATCHED JOINTS.
PROVIDE NEW CONNECTION TO 5. JOINT SEALANTS WHERE USED MUST ADHERE TO SIDE OF JOINT FACES ONLY AND SHALL NOT EXTEND ABOVE
EXISTING WATER SERVICE W W W W W W W W W W W W W W W W W W
SIDES OF JOINTSWONTO THE SLAB
W SURFACE. W W W W W W
6. DOWEL BARS ARE TO BE
W
6.1. FOR 100MM THICK SLAB, 12MM Ø OF LENGTH 300MM AND SPACED AT 400MM CENTRES
W 6.2. FOR 125MM THICK SLAB, 16MM Ø OF LENGTH 350MM AND SPACED AT 300MM CENTRES
6.3. FOR 150MM THICK SLAB, 20MM Ø OF LENGTH 400MM AND SPACED AT 300MM CENTRES
W
6.4. FOR 200MM THICK SLAB, 24MM Ø OF LENGTH 40MM AND SPACED AT 300MM CENTRES
W
W
W
W
W
W
W
W
43
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
NECESSARY APPLICATIONS AND PERMITS WITH THE RELEVANT AUTHORITIES.
SERVICES TO BE CAPPED IN ACCORDANCE WITH RELEVANT SERVICE
PROVIDER SPECIFICATIONS AND STANDARD DETAILS
PROVIDE NEW CONNECTION TO
EXISTING SEWER SERVICE
S
S
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
S
PROPOSED RESIDENTIAL DUPLEX
MOLTI INVESTMENTS PTY LTD TITLE: STATUS:
12 WYANDRA STREET PROPOSED LAYOUT PLAN FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
02 07/11/2022 REISSUED FOR APPROVAL MVP BP BP
NOOSA HEADS, QLD, 4567 BEN PARRY CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 16/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 16/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
010 20220214 A1 02
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Page 2
LEGEND
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STREET
Y A ND R A PROPOSED STORMWATER DRAINAGE
W 2x125x75x3 HOT DIPPED GALVANISED RHS
PROPOSED GRATE
PROPOSED FIELD INLET PIT
LENGTH: 9.7m
USIL: 33.10m
PROVIDE 2x KERB ADAPTOR OUTLET FOR DSIL: 32.78m
RHS AS PER NSC STD DWG RS-081 GRADE: 3.3% PROPOSED STORMWATER TANK
IL: 32.78m
Ø150mm uPVC SN8
600x600 GRATED INLET PIT LENGTH: 18.7m DRAINAGE NOTES
SL: 33.81m USIL: 33.86m
DSIL: 33.50m 1. REFER HYDRAULIC DRAWINGS FOR BUILDING DRAINAGE DETAILS.
IL: 33.10m
GRADE: 1.9% 2. ALL ROADWORKS AND DRAINAGE (EXTERNAL TO SITE BOUNDARIES AND/OR COUNCIL OWNED
DEPTH: 0.71m
DRAINAGE PIPES INTERNAL TO THE SITE BOUNDARIES) CONSTRUCTION AND TESTING TO BE IN
PROVIDE GRATED TRENCH DRAIN AT
ACCORDANCE WITH NOOSA SHIRE COUNCIL DEVELOPMENT GUIDELINES, DRAWINGS AND
GARAGE THRESHOLD. ACO
SPECIFICATIONS.
KLASSIKDRAIN 100 OR EQUIVALENT.
3. ALL DRAINAGE CONSTRUCTION (PRIVATELY OWNED DRAINAGE LINES INTERNAL TO THE SITE
CONNECT OUTLET TO PIT
BOUNDARIES) CONSTRUCTED AND TESTED TO BE IN ACCORDANCE WITH RELEVANT AUSTRALIAN
STANDARDS.
61°39'00" 4. ALL STORMWATER DRAINAGE PIPES INTERNAL TO SITE SHALL BE MINIMUM: Ø150 uPVC SN8 OR
APPROVED EQUIVALENT.
18.900
00"
7. ALL STORMWATER PIPES ARE TO BE MANUFACTURED TO RELEVANT AUSTRALIAN STANDARDS
° 5 2 ' INCLUDING BUT NOT LIMITED TO AS4058 AND AS1992.
45 5
8. STORMWATER DRAINAGE AND STRUCTURES HAVE BEEN DESIGNED FOR OPERATIONAL LOADS
10.53
450x450 GRATED INLET PIT ONLY. CONTRACTOR TO CONSIDER CONSTRUCTION LOADINGS AND ENSURE NO EXCESSIVE LOADS
SL: 34.11m ARE PLACED ON STORMWATER DRAINAGE OR STRUCTURES.
IL: 33.86m 9. CONTRACTOR TO CONFIRM LOCATION AND LEVEL OF EXISTING STORMWATER DRAINAGE WHERE
DEPTH: 0.25m CONNECTING ON TO EXISTING.
10. CONTRACTOR TO NOTIFY THE SUPERINTENDENT OF ANY UNSUITABLE FOUNDING MATERIAL
Ø150mm uPVC SN8 WITHIN DRAINAGE TRENCH OR STORMWATER STRUCTURES AND AWAIT DIRECTION PRIOR TO
LENGTH: 4.1m LAYING OF PIPES.
USIL: 33.93m 11. ALL STORMWATER GRATES/LIDS WITHIN TRAFFICABLE AREAS TO BE CLASS "D" IN ACCORDANCE
DSIL: 33.88m WITH AS3996.
GRADE: 1.2% 12. ALL GRATES AND LIDS SHALL SIT FLAT WITH ITS SURROUND AND NOT BE LOOSE OR MOVE UNDER
WHEEL LOADS.
13. ALL STORMWATER STRUCTURES TO BE CONSTRUCTED IN ACCORDANCE WITH PROJECT
PROVIDE MINIMUM 3KL ATTENUATION SPECIFICATION, AND LOCAL AUTHORITY GUIDELINES AND SPECIFICATIONS. WHERE STRUCTURES
TANK AS PER ATTENUATION TANK EXCEED MAXIMUM DEPTH AS IDENTIFIED WITHIN STANDARD DRAWINGS THE CONTRACTOR WILL
DETAIL. ALL ROOF DRAINAGE TO ENSURE AN ADEQUATE STRUCTURAL DESIGN IS UNDERTAKEN FOR THE SUBJECT STRUCTURE TO
DISCHARGE VIA TANK. INDICATIVE BE CONSTRUCTED TO.
LOCATION ONLY. CONNECT OVERFLOW 450x450 GRATED INLET PIT 14. CONTRACTOR TO ENSURE ALL MANHOLE STRUCTURES COMPLY WITH THE MAXIMUM DEPTH
TO INLET PIT. SL: 34.50m SPECIFIED IN THE PROJECT SPECIFICATION OR LOCAL AUTHORITY FROM FINISHED SURFACE
IL: 33.93m LEVEL TO UNDERSIDE OF ROOF SLAB. ANY NON CONFORMANCE IS TO BE RECTIFIED AT THE
DEPTH: 0.57m CONTRACTORS EXPENSE.
15. THE CONTRACTOR IS TO CONFIRM THE LOCATION AND DEPTH OF ALL SERVICE CONDUITS IN
43
VERGE PRIOR TO COMMENCING WORKS. THE SUPERINTENDANT IS TO BE NOTIFIED OF ANY
PROVIDE MINIMUM 3KL ATTENUATION CONFLICTS WITH WORKS IDENTIFIED IN THESE PLANS IMMEDIATELY.
TANK AS PER ATTENUATION TANK 16. ALL TRENCH EXCAVATION AND CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE
DETAIL. ALL ROOF DRAINAGE TO QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011.
151°39'00"
DISCHARGE VIA TANK. INDICATIVE 17. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND CHANNEL INCLUDING ANY
ASSOCIATED PIPEWORK ACROSS THE FOOTWAY AND REINSTATE THE KERB AND CHANNEL AND
30.175
LOCATION ONLY. CONNECT OVERFLOW
TO INLET PIT. THE FOOTWAY AREA IN ACCORDANCE WITH COUNCIL GUIDELINES.
RP1 44
Ø150mm uPVC SN8
RP1 42 397
LENGTH: 14.3m
USIL: 34.1m
76
315°5 5
397
DSIL: 33.95m
GRADE: 1.1%
30.17
76
2'00"
450x450 GRATED INLET PIT
SL: 34.50m ROOF AND DWAY DOWNPIPE CONNECTION TO
IL: 34.10m HYDRAULIC ENGINEERS SPECIFICATIONS
DEPTH: 0.40m 100Ø HIGH FLOW OUTLET
ORIFICE PLATE DISK
WITH 43mm SHARP
EDGED ORIFICE 3,000L SLIMLINE TANK
HIGH FLOW TANK WALL
OUTLET
TANK BASE
SCREW ON
241°39'00" ACCESS CAP
2 ' 0 0 " 133
14.715
225°5 5
ATTENUATION VOLUME
6.35 RP1 OUTLET TO ORIFICE DISK TO BE GLUED INSIDE
604 DRAINAGE
NETWORK
JUNCTION. uPVC OUTLET FROM
TANK TO BUTT UP AGAINST
25
ORIFICE DISK
LOW FLOW OUTLET WITH SCREW CAP
NOT TO SCALE
DETAIL A - RAINWATER ATTENUATION TANK
RP1 135 RP1 134
NOT TO SCALE
604
LOW FLOW OUTLET
604
25 CLIENT DETAILS:
25 PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
MOLTI INVESTMENTS PTY LTD TITLE: STATUS:
12 WYANDRA STREET STORMWATER LAYOUT FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
02 07/11/2022 REISSUED FOR APPROVAL MVP JB BP
NOOSA HEADS, QLD, 4567 BEN PARRY PLAN CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 16/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 16/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
040 20220214 A1 02
Page 3
N
0
RLS01
1.726
3.225
4.726
6.755
8.255
9.755
PROPERTY BOUNDARY
11.071
15.838
18.031
B99
STANDARDS 2004 (AU_NZ)
(c) 2022 Transoft Solutions, Inc. All rights reserved.
Ground Clearance (units: m)
DATUM RL 32.000 Part # Front Wheelbase Rear
-3.5% 12.5% 2.5% 5% -5% -16.6% -6.9% 0%
#1 0.12 0.12 0.12
VERTICAL GRADES L1.73 L1.5 L1.5 L2.03 L1.5 L1.5 L6.07 L2.2
DESIGN
34.577
34.517
34.704
34.742
34.843
34.768
34.519
34.428
34.100
34.100
SURVEY
34.578
34.516
34.665
34.735
34.804
34.672
34.540
34.426
33.999
33.890
CHAINAGE
11.071
15.829
18.031
1.726
3.225
4.726
6.755
8.255
9.755
0
RLS01 - LONGITUDINAL SECTION
A1 HORZ SCALE 1:100
A1 VERT SCALE 1:100
PARKING BAY 2 - B99 EXIT
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
MOLTI INVESTMENTS PTY LTD TITLE: STATUS:
12 WYANDRA STREET VERTICAL CLEARANCE FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
02 08/11/2022 REISSUED FOR APPROVAL MVP BP BP
NOOSA HEADS, QLD, 4567 BEN PARRY CHECK CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 20/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 16/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
060 20220214 A1 02
Page 4
N
PARKING BAY 1 - B99 ENTRY PARKING BAY 1 - B99 EXIT
5.20
0.95 3.05
B99
meters
Width : 1.94
Track : 1.84
Lock to Lock Time : 6.0
Steering Angle : 33.9
PARKING BAY 2 - B99 ENTRY PARKING BAY 2 - B99 EXIT
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
MOLTI INVESTMENTS PTY LTD TITLE: STATUS:
12 WYANDRA STREET VEHICLE SWEPT PATHS FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
02 08/11/2022 REISSUED FOR APPROVAL MVP BP BP
NOOSA HEADS, QLD, 4567 BEN PARRY LAYOUT - 2 OF 2 CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 16/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 16/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
061 20220214 A1 02
Page 5
N
PARKING BAY 3 - B99 ENTRY PARKING BAY 3 - B99 EXIT
5.20
0.95 3.05
B99
meters
Width : 1.94
Track : 1.84
Lock to Lock Time : 6.0
Steering Angle : 33.9
PARKING BAY 4 - B99 ENTRY PARKING BAY 4 - B99 EXIT
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
PROPOSED RESIDENTIAL DUPLEX
MOLTI INVESTMENTS PTY LTD TITLE: STATUS:
12 WYANDRA STREET VEHICLE SWEPT PATHS FOR APPROVAL - NOT FOR
© ABN 89 647 469 707
02 08/11/2022 REISSUED FOR APPROVA;L MVP BP BP
NOOSA HEADS, QLD, 4567 BEN PARRY LAYOUT - 2 OF 2 CONSTRUCTION
75 NOOSA DRIVE RPEQ: 28084
01 16/09/2022 ISSUED FOR APPROVAL JC MVP BP SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
AS INDICATED DATE: 16/09/2022
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK
062 20220214 A1 02