Original source · versioned page text
SUPEREDED Approved Plans MCU16 0117 & OPW16 212 pdf
APPROVED PLANS
MCU16/0117 & OPW16/0212
NOOSA COUNCIL
16 MARCH 2017
SITE PLAN
PROPOSED RESIDENCES
T.ROSSITER & S.MURPHY
LOT 1 OPAL STREET
COOROY
PH. - 0407 649 679 Lic.No.724170 Lic.under QBSA Act.1991 161006 A1 B
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Page 2
APPROVED PLANS
MCU16/0117 & OPW16/0212
NOOSA COUNCIL
16 MARCH 2017
FLOOR PLANS - TYPE A
PROPOSED RESIDENCES
T.ROSSITER & S.MURPHY
LOT 1 OPAL STREET
COOROY
PH. - 0407 649 679 Lic.No.724170 Lic.under QBSA Act.1991 161006 A2 B
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UPPER FLOOR PLAN
SCALE 1:100
FLOOR AREA : 89.6 SQM
DECK AREA : 13.6 SQM
APPROVED PLANS
MCU16/0117 & OPW16/0212
NOOSA COUNCIL
16 MARCH 2017
BED 3 _)\
WIR
STORE
S
| BATH
GARAGE
GROUND FLOOR PLAN
SCALE 1:100
FLOOR AREA : 70.5 SQM
FOR PLANNING APPLICATION ONLY
me FLOOR PLANS - TYPE A
eroxct. PROPOSED RESIDENCES
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REV] DESCRIPTION.
DATE
DRAWN: JM
SCALE:
DRAWING NO.
161006 —A2
Page 3
ELEVATION A ELEVATION B
ELEVATION C ELEVATION D
APPROVED PLANS ELEVATIONS - TYPE A
MCU16/0117& OPW16/0212 PROPOSED RESIDENCES
NOOSA COUNCIL T.ROSSITER & S.MURPHY
16 MARCH 2017 LOT 1 OPAL STREET
COOROY
PH. - 0407 649 679 Lic.No.724170 Lic.under QBSA Act.1991 161006 A3 A
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ELEVATION A
ELEVATION C
APPROVED PLANS
MCU16/0117& OPW16/0212
NOOSA COUNCIL
16 MARCH 2017
ELEVATION B
A atl
ELEVATION D
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me ELEVATIONS - TYPEA
PROJECT ; PROPOSED RESIDENCES
CLIENT : T.ROSSITER & SMURPHY
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COOROY
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REV] DESCRIPTION. DATE
DRAWN: JM
SCALE:
aaaoo) Fle] DRAWING No.
9| 161006 —A3}A
Page 4
APPROVED PLANS
MCU16/0117 & OPW16/0212
NOOSA COUNCIL
16 MARCH 2017
FLOOR PLANS - TYPE B
PROPOSED RESIDENCES
T.ROSSITER & S.MURPHY
LOT 1 OPAL STREET
COOROY
PH. - 0407 649 679 Lic.No.724170 Lic.under QBSA Act.1991 161006 A4 C
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SCALE 1:100 SCALE 1:100
FLOOR AREA : 95.3 SQM FLOOR AREA : 114. SQM
PATIO AREA : 16.2 SQM
APPROVED PLANS
MCU16/0117 & OPW16/0212 FOR PLANNING APPLICATION ONLY
NOOSA COUNCIL
16 MARCH 2017
ime FLOOR PLANS - TYPE B
prosect; PROPOSED RESIDENCES
cue: T.ROSSITER & SMURPHY Ss _
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COOROY DRAWN: JM
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Page 5
ELEVATION A ELEVATION B
ELEVATION C ELEVATION D
ELEVATIONS - TYPE B
APPROVED PLANS PROPOSED RESIDENCES
MCU16/0117 & OPW16/0212 T.ROSSITER & S.MURPHY
NOOSA COUNCIL LOT 1 OPAL STREET
COOROY
16 MARCH 2017
PH. - 0407 649 679 Lic.No.724170 Lic.under QBSA Act.1991 161006 A5 B
[OCR of page images]
ELEVATION A
ELEVATION C
ELEVATION B
ELEVATION D
FOR PLANNING APPLICATION ONLY
APPROVED PLANS
MCU16/0117 & OPW16/0212
NOOSA COUNCIL
16 MARCH 2017
me ELEVATIONS - TYPE B
proect: PROPOSED RESIDENCES
cent: T.ROSSITER & SMMURPHY
aopress: LOT 1 OPAL STREET
COOROY
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ORIGINAL ISSUE 216
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DRAWN: JM
SCALE:
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Page 6
LINDSAY CONSULTING PTY
LTD
GARAGE 1000lt Slimline water tanks.
Outlet to drain to centre 300 GARAGE
FSL 109.10 pipe
FSL 109.10
8000 Min Passing length
1000lt Slimline water tanks.
Outlet to drain to centre 300
RS-051
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pipe
9.
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PL
PL 8
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8.70 L1 8.60PL
PL PL 10 P P L 1 0
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GARAGE GARAGE
FSL 109.10 FSL 109.10
1000lt Slimline water tanks.
Outlet to drain to centre 300
pipe
APPROVED PLANS
MCU16/0117 & OPW16/0212
NOOSA COUNCIL PL 9.50
16 MARCH 2017
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Outlet to drain to centre 300
FSL 109.10 re FSL 109.10 ACCURDANCE WITH T ROSSITER & S MURPHY
S + + RS=049-AND-RS=050 PROPOSED RESIDENCES
1000 Slimline water tank:
5 - S Outlet to tanto centre S04 LOT 1 (SP248165) OPAL ST
= 90 DP 90 DP < Ss 90 DP
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+ ASSOCIATED CONSULTANTS
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20 mm Aris t
NOTES pithy /” -Pavenet Level \
1. THESE DRAWINGS SHALL BE READ IN CONJUNCTION WITH ALL OTHER: location uy) —+ +
CONSULTANTS DRAWINGS AND SPECIFICATIONS. | " al
2. BEFORE PROCEEDING WITH THE WORK ANY DISCREPANCIES IN THE CONTRACT = Nic
DOCUMENTS SHALL BE REFERRED FOR DECISION TO THE ENGINEER. “4-7-7 LEGEND ARNING
T —— THE CONTRACTOR SHALL CONFIRM THE
3. DONOT SCALE FROM DRAWINGS IF IN DOUBT, ASKI!
APPROVED PLANS LOCATION OF ALL EXISTING SERVICES ON
A. CONTRACTOR SHALL VERIFY ALL LOCATIONS OF SERVICES, ALL DIMENSIONS SL72 fabric (central) Existing contours AND EXTERIOR TO THE SITE INCLUDING
AND LEVELS PRIOR TO CONSTRUCTION TYPICAL DRIVEWAY KERB DETAIL MCU16/0117 & OPW16/0212 3 WATER MAINS, SEWER MAINS, GAS MAINS
TELECOMMUNICA TIC CABLES, ELECTRICAL
5. ALL MATERIALS & WORKMANSHIP SHALL BE IN ACCORDANCE WITH AS2890, THE NOOSA COUNCIL TELEC FATIONS CABLES CTRICA
BUILDING CODE OF AUSTRALIA (INCLUDING THE QUEENSLAND SUPPLEMENT], THE XPL 9.50 Proposed Pavement Level (refer detail) CABLES, AND STORMWATER PIPES. ANY
QUEENSLAND BUILDING ACT AMENDMENT ACT 1991 AND THE LOCAL JAMAGE TO EXISTING SERV! SHALL B
AUTHORITY'S BY-LAWS. 16 MARCH 2017 / DAMAGE TO EXISTING SER HALL Be
Key Joint REPAIRED AT THE SE
6, THE CONTRACTOR IS RESPONSIBLE TO OBTAIN RELEVANT APPROVALS PRIOR
TO COMMENCEMENT OF WORKS. Saw Joint
7. ALL STORMWATER CULVERTS TO BE RCP CLASS 2. ALL ROOFWATER PIPES TO NuIL
BE uPVC CLASS ‘SH’. NU
20 x 40 Joint sealant Bolster cut slab (3w x 30d) O 600 X 600 GRATED INLET PIT ENGNEER MUST BE NOTIFIED OF REVISION LIST
8 SILT MANAGEMENT PLAN TO REMAIN IN PLACE UNTIL COMPLETION OF WORKS. Fill joint to 3mm. below surface . t ot Pr A {ORIGINAL ISSUE 15/9/2016
AND SATISFACTORY MAINTENANCE IS COMPLETED. . J _ . CHANGES TO DESIGN PLANS. IF B_| AMENDED 0112/16
with Fosroc Expandite Thioflex 600g NOT, AS CONSTRUCTED DRAWINGS
9. ALL PROPOSED OPERATIONAL WORKS SHALL BE CONSTRUCTED IN ACCORDANCE Danley Key joint or similar. WILL NOT BE ISSUED.
WITH COUNCIL'S OPERATIONAL WORKS APPROVAL LETTER AND COUNCIL'S with R12 dowels at 300 CRS .
DECISION NOTICE-DEVELOPMENT PERMIT,
5 T 1
10. CONCRETE KERB RAMPS SHALL BE ALIGNED TO COMPLY WITH COUNCIL'S ? q ~ I
STANDARD DRAWING NO. 01-75 AND SHALL BE CONSTRUCTED STRICTLY IN + 4
ACCORDANCE WITH COUNCIL STANDARD DRAWING NO. 01-15E NOTE ; DIA l BEFORE
11. ALL TEMPORARY & PERMANENT ROAD SIGNS AND LINEMARKING SHALL COMPLY Cut every second wire
WITH THE CURRENT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES(MU.T C.D). SAW CUTS (USING-A SOFT CUT SAW) SHALL directly under joint and
EXISTING LINE MARKING SHALL BE REMOVED BY GRINDING NOT“BLACKING OUT". AoC A A vetAte KBR depress fabric locally
PLACEMENT (WHEN AVERAGE AMBIENT .
COUNCIL DOES NOT APPROVE OF BLACKING OUT OF EXISTING LINE MARKING. CEP UR tee be see Tee EME www.1100.com.au TT
12. KERB MARKERS SHALL BE PROVIDED FOR ALL WATER, TELSTRA AND ANY ‘SHALL BE REDUCED TO 4 HOURS). SER - STV
OTHER SERVICE CONDUIT ROAD CROSSINGS AS APPLICABLE
TYPICAL KEY JOINT DETAIL
TYPICAL SAW CUT JOINT DETAIL
16-0604-C1 1/B
Page 7
LINDSAY CONSULTING PTY
LTD
APPROVED PLANS
MCU16/0117 & OPW16/0212
NOOSA COUNCIL
16 MARCH 2017
As Amended by Conditions
[OCR of page images]
APPROVED PLANS
MCU16/0117 & OPW16/0212
NOOSA COUNCIL
16 MARCH 2017
PROPERTY BOUNDARY
LINDSAY CONSULTING 2
CLA
OFF, 20/82 PA
THIS DRAWING REMAIN HE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
. 3 % Pavenjent crossfall
Existing open drain
250 wide x 300 dee
EXISTING PAVEMENT WIDTH | concrete edge to vad
300 CUTBACK N32 concrete
OF EXISTING AC PAVEMENT 4
Se Footpath to be grade
we [te match existing
nd.
PA . =
a
<=
a
200 MM LS
As Amended by Conditions 3
To >
100mm B EL (TYPE 2.2) &
UR BACE COUBCE —D {TY DE ~ \ Lo
a
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a
a
TYPICAL PAVEMENT WIDENING CROSS SECTION
Project 11 OPAL STREET, COOROY
Comments Rainfall Calculations Total Site Area 1536 sqm
Limiting runoff from Site (Dia 450) 999 m3/sec (999 voids this check)
ARR Intensity Calculation Data - As obtained from BOM IFD program Pavement area to Detention Tank 0 sqm
Input Data Storage in bio-retention basins 0 cbm
Duration Roof Area into Detention Tank 300 sqm
ARI thr [12 hr [72 hr Site Area 1536 sqm
2 49.7 10.5 3.44 Travel length 50 m
50 94 25.8 9.13 Site Slope 0.01
Surface Roughness 0.013
iSkewness 0.13} Map 7 Land Description L L/M/D
Geographical Factor (F2) 4.39] Map 8& Soil Permeability L High/Medium/Low (H/M/L)
(Geographical Factor (F50) 17.57| Map 9 L ==> Light cover bushland, or poor grass cover, or low density pasture, or low cover bare fallows
M-==> Medium Density Bush, or good grass cover, or high density pasture, or zero tilling cropping
H==> Dense Bushland
Un-Developed Fraction Impervious 0.45 From Fig. 4.05.1 in QUDM (2007)
Developed Fraction Impervious 0.85 From Fig. 4.05.1 in QUDM (2007)
One Hr rainfall Intensity for Q10 70.99084 mm/hr
Calculated Travel Time 3 Min Must equal time selected for intensity
Adopted Storm Time 3 min
Detention Tank Provided 4000 It
Return interval (ARI)
1 2 5 10 20 50 100
Intensity (for Return Interval) 122.13 156.17 195.69 218.86 250.48 292.27 324.42
] | I I ] I I
C10 value 0.790 0.870 0.790 0.870 0.790 0.870 0.790 0.870 0.790 0.870 0.790 0.870 0.790 0.870
Fy Factor 0.800 0.800 0.850 0.850 0.950 0.950 1.000 1.000 1.050 1.050 1.150 1.150 1.200 1.200
Cy 0.632 0.696 0.672 0.740 0.751 0.827 0.790 0.870 0.830 0.914 0.909 1.001 0.948 1.044
Q (m3/sec) 0.033 0.036 0.045 0.049 0.063 0.069 0.074 0.081 0.089 0.098 0.113 0.125 0.131 0.145
Total Rainfall for event (m3) 7 9 13 15 18 23 27
Total Non-Worsening Volume for Storm (m3) 1 1 2 2 2 3 3
Roof Area Runoff for Storm (m3) 1 1 2 2 3 4 5
CLIENT AND PROJECT DESCRIPTION
T ROSSITER & S MURPHY
PROPOSED RESIDENCES
LOT 1 (SP248165) OPAL ST
COOROY
DRAWING TITLE
CIVIL WORKS
FRONTAGE WORKS
SCALES
SURVEY DATUM
ASSOCIATED CONSULTANTS
REVISION LIST
>
ORIGINAL ISSUE 15/9/2016
‘AMENDED OV 12/16
fompuler Flle
160604FP.DWG
DRAWING NUMBER ‘SHEET | REV.
16-0604-C2 2|B
Page 8
LINDSAY CONSULTING PTY
LTD
APPROVED PLANS
MCU16/0117 & OPW16/0212
NOOSA COUNCIL
16 MARCH 2017
[OCR of page images]
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APPROVED PLANS
MCU16/0117 & OPW16/0212
NOOSA COUNCIL
16 MARCH 2017
LANDSCAPE PLAN
SCALE 1:200
LINDSAY CONSULTING 2
CLI
REO 4928.
OFF. 26/82 PARKER ATREET, MARDOGAYDORE PH 54 792 118
THIS DRAWING REMAINS/THE PROPERTY OF
LINDSAY CONSULTING PTY LTD AND IS FOR
THE SOLE USE OF THE CLIENT. NO PART
MAY BE USED IN PART OR WHOLE WITHOUT
PRIOR EXPRESS WRITTEN CONSENT OF
LINDSAY CONSULTING PTY LTD
CLIENT AND PROJECT DESCRIPTION
T ROSSITER & S MURPHY
PROPOSED RESIDENCES
LOT 1 (SP248165) OPAL ST
COOROY
DRAWING TITLE
LANDSCAPE PLAN
SCALES
0 2 & 6 8m
ee a ee
Orig, 1200
SURVEY DATUM
wee LAWN
BRACHYCHITON
EXISTING GREVILLEA
ACMENA SMITHI
ASSOCIATED CONSULTANTS
REVISION LIST
A
ORIGINAL ISSUE 22/09/16
B_| AMENDED 01/12/16
EXISTING MELALEUCA cy GREVILLEA HONEY GEM
Ey SYZGIUM LUEHMANNI
O TUCKEROO WESTRINGIA NARINGA
ponrter Fe 160604FP.DWG
16-0604-C8 8B