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Appendix H - Engineering Services Report Part 2 of 2
Attached to the e-mail MCU14/0083 Appendices.
MOGPROPMANAGEMENT PTY LTD
LOT 102 SP241371 GATEWAY DRIVE, NOOSAVILLE
CIVIL WORKS
Bunnings Warehouse
E
AY DRIV
Officeworks
DRAWING INDEX
GATEW
NE DRAWING NUMBER REVISION DRAWING DESCRIPTION
WR 205-002-C01.01 1 DRAWING INDEX & LOCALITY
OA
D 205-002-C02.01 1 EXISTING FEATURES PLAN
205-002-C03.01 1 OVERALL LAYOUT PLAN
205-002-C04.01 1 EARTHWORKS PLAN
205-002-C10.01 1 DRAINAGE LAYOUT PLAN
205-002-C11.01 1 DRAINAGE LONGITUDINAL SECTION
205-002-C13.01 1 DRAINAGE CATCHMENT PLAN
205-002-C14.01 1 DRAINAGE CALCULATIONS
205-002-C18.01 1 EROSION & SEDIMENT CONTROL PLAN
OAD
OS AR 205-002-C19.01 1 TURNING PATHS - 12.5m SINGLE UNIT TRUCK
LOCATION OF WORKS I NO 205-002-C20.01 1 SITE DISTANCE PLAN
UND
EUM
GENERAL NOTES
1. These drawings shall be read in conjunction with the specifications, other consultants drawings
and specifications, and all authority standard drawings and specifications.
2. Before proceeding with the work any discrepancies in the contract documents shall be referred
W:\205 Mogprop Management\205 002 MCU Gateway Dve Noosaville\Drawings\205-002-WORKING.dwg
REN for decision to the Superintendent.
3. All dimensions are in meters unless otherwise shown.
4. Do not scale from drawings, if in doubt, ASK!!
ESTR
5. The contractor shall verify all locations of services, prior to construction. The contractor is
responsible for the costs involved in the protection and the repair of any damaged services as a
EET
result of the work.
6. All materials and workmanship shall be in accordance with the Queensland Department of Main
Roads Standard Specifications and the Local Authority's Requirements.
7. The contractor shall prepare a workplace health and safety plan for the project and shall not
commence work until it is complete and evidence of such has been provided to the
Superintendent.
LOCALITY PLAN 8. The contractor shall not commence works until all required insurances are in place and evidence
SCALE: 1:1000 of such has been provided to the Superintendent.
9. The contractor shall be responsible for notifying all relevant authorities before commencing
work. Works shall not commence until a pre-start meeting is held with Council Officers.
10. Where traffic management is required as part of the works the contractor shall submit a traffic
PROPERTY DESCRIPTION management plan for approval by the superintendent prior to commencing work.
11. All environmental weeds shall be removed from the site.
Lot 102 on SP241371 12. All trees that are removed shall be mulched. The mulch shall be stockpiled on site for use in
erosion and sediment control or landscaping.
13. All levels are AHD. PRELIMINARY ISSUE
CLIENT APPROVED SCALE
LOT 102 SP241371 GATEWAY DRIVE, NOOSAVILLE
MOGPROP 1:1000 0 10 20 30 40 50 60 A1
PROJECT MANAGEMENT - ENGINEERING - PLANNING
MANAGEMENT PTY LTD 1:2000 A3 DRAWING INDEX & LOCALITY
SUNSHINE COAST MACKAY CAIRNS RPEQ
(07) 5493 3649 (07) 4957 4988 (07) 4041 5118 1 PRELIMINARY ISSUE 07/08/14 RH KP JB ---- DRAWING NUMBER REVISION
projexpartners.com.au No. Description Date Drawn Design Check RPEQ 205-002-C01.01 1
THIS DRAWING MAY ONLY BE USED FOR THE PURPOSE FOR WHICH IT WAS PREPARED BY PARTIES AGREED TO BY PROJEX PARTNERS & MUST NOT BE USED BY ANYONE ELSE OR FOR ANY OTHER PURPOSE
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Full text of pages 2 to 10 (of 11)
Page 2
BUNNINGS WAREHOUSE
Lot 101
SP241371 EXISTING FEATURES LEGEND
19.0 Existing Contours
SHOPPING PRECINCT
Existing Kerb and Channel
Existing Concrete Footpath
Existing Sewer Main
refer to existing site Existing Drainage Pipe
OPW drawings for location
and service connection Existing Sewer Main
Lot 308
SP114181 Existing Water Main
Officeworks
NEW R Existing Underground Electrical
O AD
VE
Existing Overhead Electrical
Y DRI STN 9001
Existing Underground Communications
EWA
Existing Optic Fibre Cable
GAT
Existing Change of Grade
Lot 102
SP241371
STN 9000 EXISTING FEATURES SYMBOLS
Existing Kerb and Channel
Existing Light Pole
Existing Survey Control Station
FH
Existing Fire Hydrant
SV
Existing Water Valve
SMH
Lot 500 Existing Sewer Manhole
Lot 500
SP114181
SP241371 PP
Existing Overhead Electricity
Park
Existing water service Pole
connection
Existing Electricity Pillar
W:\205 Mogprop Management\205 002 MCU Gateway Dve Noosaville\Drawings\205-002-WORKING.dwg
TE
Existing Inspection Box
SURVEY STATION SETOUT TABLE
AD STN EASTING NORTHING LEVEL
DI NO OSA RO
EUMUN
9000 1037.7841 972.0183 19.763
9001 1002.1239 992.7042 17.631
EXISTING FEATURES LAYOUT
SCALE: 1:500 (A3)
PRELIMINARY ISSUE
CLIENT APPROVED SCALE
LOT 102 SP241371 GATEWAY DRIVE, NOOSAVILLE
MOGPROP 1:250 0 5 10 15 A1
PROJECT MANAGEMENT - ENGINEERING - PLANNING
MANAGEMENT PTY LTD 1:500 A3 EXISTING FEATURES PLAN
SUNSHINE COAST MACKAY CAIRNS RPEQ
(07) 5493 3649 (07) 4957 4988 (07) 4041 5118 1 PRELIMINARY ISSUE 07/08/14 RH KP JB ---- DRAWING NUMBER REVISION
projexpartners.com.au No. Description Date Drawn Design Check RPEQ 205-002-C02.01 1
THIS DRAWING MAY ONLY BE USED FOR THE PURPOSE FOR WHICH IT WAS PREPARED BY PARTIES AGREED TO BY PROJEX PARTNERS & MUST NOT BE USED BY ANYONE ELSE OR FOR ANY OTHER PURPOSE
Page 3
LEGEND
17 New Contours (0.1m Intervals)
New Concrete Driveway
New Proposed Buildings
New Landscaping / Streetscaping
New Kerb / Kerb & Channel
BUNNINGS WAREHOUSE New Drainage Pipe
Lot 101
SP241371
Field Inlet / Gully Pit
SHOPPING PRECINCT
Lot 308
SP114181
NEW R
VE O AD
18.0
17
DRI
.5
17
.0
Concrete Industrial Driveway
Y
.5
crossover. Refer to IPWEAQ
EWA
1818.5
18.5 54. Std. Drg. SEQ R-051
9
GAT
50
.0
17.0
19
45.0
Existing footpath to be removed .0
40.0
35.0
to allow for driveway construction.
17
30.0
25.0
.5
19.0
0.0
20.0
5.0
15.0
10.0
18
18
Concrete Industrial Driveway
.0
.5
crossover. Refer to IPWEAQ Lot 102
19.5
Std. Drg. SEQ R-051 SP241371
Proposed Building
20.0
19.5
20.0
W:\205 Mogprop Management\205 002 MCU Gateway Dve Noosaville\Drawings\205-002-WORKING.dwg
19.5
Lot 500
SP114181 Existing Vegetation Area
Lot 500
to remain
SP241371
Park
AD
N DI NO OSA RO
EUMU
OVERALL LAYOUT
SCALE: 1:500 (A3)
PRELIMINARY ISSUE
CLIENT APPROVED SCALE
LOT 102 SP241371 GATEWAY DRIVE, NOOSAVILLE
MOGPROP 1:250 0 5 10 15 A1
PROJECT MANAGEMENT - ENGINEERING - PLANNING
MANAGEMENT PTY LTD 1:500 A3 OVERALL LAYOUT PLAN
SUNSHINE COAST MACKAY CAIRNS RPEQ
(07) 5493 3649 (07) 4957 4988 (07) 4041 5118 1 PRELIMINARY ISSUE 07/08/14 RH KP JB ---- DRAWING NUMBER REVISION
projexpartners.com.au No. Description Date Drawn Design Check RPEQ 205-002-C03.01 1
THIS DRAWING MAY ONLY BE USED FOR THE PURPOSE FOR WHICH IT WAS PREPARED BY PARTIES AGREED TO BY PROJEX PARTNERS & MUST NOT BE USED BY ANYONE ELSE OR FOR ANY OTHER PURPOSE
Page 4
EARTHWORKS LEGEND
Area of Cut
BUNNINGS WAREHOUSE
Area of Fill
17 New Major Contours
Lot 101
SP241371 New Minor Contours
17 Existing Contours
SHOPPING PRECINCT
Lot 308
SP114181
NEW R
OAD
VE
18.0
17
DRI
.5
17
.0
Y
.5
EWA
1818.5
18.5 54.
9
GAT
50
.0
17.0
19
45.0
.0
40.0
35.0
17
30.0
25.0
.5
19.0
0.0
20.0
5.0
15.0
10.0
18
18
.0
.5
Lot 102
19.5
SP241371
Proposed Building
20.0
19.5
20.0
19.5
W:\205 Mogprop Management\205 002 MCU Gateway Dve Noosaville\Drawings\205-002-WORKING.dwg
Lot 500
SP114181
Lot 500
SP241371
Park
AD
DI NO OSA RO
EUMUN
EARTHWORKS LAYOUT
SCALE: 1:500 (A3)
PRELIMINARY ISSUE
CLIENT APPROVED SCALE
LOT 102 SP241371 GATEWAY DRIVE, NOOSAVILLE
MOGPROP 1:250 0 5 10 15 A1
PROJECT MANAGEMENT - ENGINEERING - PLANNING
MANAGEMENT PTY LTD 1:500 A3 EARTHWORKS PLAN
SUNSHINE COAST MACKAY CAIRNS RPEQ
(07) 5493 3649 (07) 4957 4988 (07) 4041 5118 1 PRELIMINARY ISSUE 07/08/14 RH KP JB ---- DRAWING NUMBER REVISION
projexpartners.com.au No. Description Date Drawn Design Check RPEQ 205-002-C04.01 1
THIS DRAWING MAY ONLY BE USED FOR THE PURPOSE FOR WHICH IT WAS PREPARED BY PARTIES AGREED TO BY PROJEX PARTNERS & MUST NOT BE USED BY ANYONE ELSE OR FOR ANY OTHER PURPOSE
Page 5
DRAINAGE LEGEND
17 New Major Contours
New Minor Contours
New Drainage Pipe
Gully Pit, Field Inlet,
Manhole, Headwall
New Pit No./Line No.
BUNNINGS WAREHOUSE New Enviropod (Or approved equivalent)
New Stormwater Filter (Or approved equivalent)
Lot 101
SP241371 Existing Stormwater Pipe
SHOPPING PRECINCT
Lot 308
SP114181
(Refer to Stormwater 360 Std Dwg '12 Cartridge
Stormwater System 1-A') NEW R
O AD
VE
18.0
17
DRI
.5
17
.0
Y
.5
EWA
1818.5
18.5 54.
9
GAT
50
.0
17.0
19
45.0
.0
40.0
35.0
17
30.0
25.0
.5
19.0
0.0
20.0
5.0
15.0
10.0
18
18
0 .
.5
Lot 102
19.5
SP241371
Proposed Building
20.0
19.5
W:\205 Mogprop Management\205 002 MCU Gateway Dve Noosaville\Drawings\205-002-WORKING.dwg
20.0
19.5
Lot 500
SP114181
Lot 500
SP241371
Park
D
SA ROA
DI NOO
EUMUN
DRAINAGE LAYOUT
SCALE 1:500 (A3) PRELIMINARY ISSUE
CLIENT APPROVED SCALE
LOT 102 SP241371 GATEWAY DRIVE, NOOSAVILLE
MOGPROP 1:250 0 5 10 15 A1
PROJECT MANAGEMENT - ENGINEERING - PLANNING
MANAGEMENT PTY LTD 1:500 A3 DRAINAGE LAYOUT PLAN
SUNSHINE COAST MACKAY CAIRNS RPEQ
(07) 5493 3649 (07) 4957 4988 (07) 4041 5118 1 PRELIMINARY ISSUE 07/08/14 RH KP JB ---- DRAWING NUMBER REVISION
projexpartners.com.au No. Description Date Drawn Design Check RPEQ 205-002-C10.01 1
THIS DRAWING MAY ONLY BE USED FOR THE PURPOSE FOR WHICH IT WAS PREPARED BY PARTIES AGREED TO BY PROJEX PARTNERS & MUST NOT BE USED BY ANYONE ELSE OR FOR ANY OTHER PURPOSE
Page 6
N1
5/1
4/1
3/1
2/1
1/1
1/2
2/1
STRUCTURE
Enviropod or approved equivalent
Enviropod or approved equivalent
Enviropod or approved equivalent
Enviropod or approved equivalent
Enviropod or approved equivalent
Enviropod or approved equivalent
NAME
New 2440 dia. Stormwater 360
900x600 Field Inlet with
900x600 Field Inlet with
900x600 Field Inlet with
900x600 Field Inlet with
900x600 Field Inlet with
900x600 Field Inlet with
Existing Gully Pit
STRUCTURE
Manhole Filter
DISCRIPTION
PIPE SIZEmm (Class) 225(2) 225(2) 225(2) 225(2) 225(2) 225(2)
PIPE GRADE % 3.10% 3.91% 1.12% 2.00% 9.80% 2.79%
32.27 25.56 89.28 50.00 10.21 35.82
PIPE SLOPE 1 in X
FULL PIPE FLOW VELOCITY (m/s) 0.80 0.92 1.01 1.89 1.89 0.80
1.89 2.14 3.62
PART FULL FLOW VELOCITY (m/s)
DATUM RL 7.0
18.486
18.098
17.870
17.746
16.988
15.850
18.004
17.746
WATER LEVEL
IN STRUCTURE
18.486
18.254
18.091
18.014
17.870
17.837
17.740
17.409
16.988
16.424
15.850
18.004
17.799
17.740
17.409
HYDRAULIC
GRADE LEVEL
W:\205 Mogprop Management\205 002 MCU Gateway Dve Noosaville\Drawings\205-002-WORKING.dwg
PIPE FLOW
0.033 0.038 0.041 0.078 0.078 0.033
(Cumecs)
PIPE CAPACITY 0.083 0.093 0.050 0.066 0.147 0.079
AT GRADE (Cumecs)
1.295
1.195
1.215
1.295
1.315
1.395
1.495
1.475
2.405
1.000
1.874
1.495
DEPTH TO INVERT
18.025
17.805
17.785
17.425
17.405
17.265
17.165
17.125
16.195
15.000
17.500
17.165
INVERT LEVEL
OF DRAIN
19.320
19.000
18.720
18.660
18.600
16.000
19.374
18.660
DESIGN SURFACE
LEVEL
REACH LENGTH 7.100m 9.200m 12.500m 2.000m 12.200m 12.000m
LINE 1 2
PRELIMINARY ISSUE
CLIENT APPROVED SCALE
1:1000 0 10 20 30 40 50 60 A1
LOT 102 SP241371 GATEWAY DRIVE, NOOSAVILLE
MOGPROP 1:2000
HORIZONTAL
A3
PROJECT MANAGEMENT - ENGINEERING - PLANNING
MANAGEMENT PTY LTD 1:100 0 1 2 4 6 A1
DRAINAGE LONGITUDINAL SECTION
SUNSHINE COAST MACKAY CAIRNS RPEQ
(07) 5493 3649 (07) 4957 4988 (07) 4041 5118 1:200 A3
1 PRELIMINARY ISSUE 07/08/14 RH KP JB ---- VERTICAL DRAWING NUMBER REVISION
projexpartners.com.au No. Description Date Drawn Design Check RPEQ 205-002-C11.01 1
THIS DRAWING MAY ONLY BE USED FOR THE PURPOSE FOR WHICH IT WAS PREPARED BY PARTIES AGREED TO BY PROJEX PARTNERS & MUST NOT BE USED BY ANYONE ELSE OR FOR ANY OTHER PURPOSE
Page 7
DRAINAGE CATCHMENT LEGEND
255.5 New Contours
New Drainage Pipe
Catchment Areas
Gully Pit, Field Inlet,
Manhole, Headwall
New Pit No./Line No.
Existing Stormwater Pipe
BUNNINGS WAREHOUSE
255.5 Existing Contours
SHOPPING PRECINCT
NEW R CATCHMENT AREA TABLE
OAD
VE
18.0 CATCHMENT AREA
17
DRI
C1 0.0101 Ha
.5
17
.0
C2 0.0097 Ha
Y
.5 C3 0.0084 Ha
EWA
1818.5
C4 0.0561 Ha
18.5 54.
9
C5 0.0386 Ha
GAT
C3
C2
C1 50
.0
17.0
19
45.0
.0
40.0
35.0
17
30.0
25.0
.5
19.0
0.0
20.0
5.0
15.0
10.0
18
18
.0
.5
19.5
C4
C5
20.0
19.5
W:\205 Mogprop Management\205 002 MCU Gateway Dve Noosaville\Drawings\205-002-WORKING.dwg
20.0
19.5
ROAD
D I NOOSA
EUMUN
CATCHMENT AREAS
SCALE 1:1000 (A3) PRELIMINARY ISSUE
CLIENT APPROVED SCALE
LOT 102 SP241371 GATEWAY DRIVE, NOOSAVILLE
MOGPROP 1:250 0 5 10 15 A1
PROJECT MANAGEMENT - ENGINEERING - PLANNING
MANAGEMENT PTY LTD 1:500 A3 DRAINAGE CATCHMENT PLAN
SUNSHINE COAST MACKAY CAIRNS RPEQ
(07) 5493 3649 (07) 4957 4988 (07) 4041 5118 1 PRELIMINARY ISSUE 07/08/14 RH KP JB ---- DRAWING NUMBER REVISION
projexpartners.com.au No. Description Date Drawn Design Check RPEQ 205-002-C13.01 1
THIS DRAWING MAY ONLY BE USED FOR THE PURPOSE FOR WHICH IT WAS PREPARED BY PARTIES AGREED TO BY PROJEX PARTNERS & MUST NOT BE USED BY ANYONE ELSE OR FOR ANY OTHER PURPOSE
Page 8
LOCATION TIME SUB-CATCHMENT RUNOFF INLET DESIGN DRAIN DESIGN HEADLOSSES PART FULL DESIGN LEVELS
tc I C10 C A C*A +CA Q Qg Qb tc I +CA Qt Qm Qs Qp L S V T V2/2g Ku hu Kl hl Kw hw Sf hf Vp
(PIPE GRADE VELOCITY)
MAJOR SURFACE FLOW
MAJOR SURFACE FLOW
SUB-CATCHMENT AREA
SLOPE OF CATCHMENT
FLOW VELOCITY FULL
DIMENSIONS (CLASS)
RAINFALL INTENSITY
RAINFALL INTENSITY
MAJOR TOTAL FLOW
STRUCTURE RATIOS
EQUIVALENT AREA
SUB-CATCHMENTS
LAT. PIPE STRUCT.
SURFACE OR K&C
U/S PIPE STRUCT.
HEADLOSS (L * Sf)
FLOW INTO INLET
CHANGE IN W.S.E
SUB-CATCHMENT
SUB-CATCHMENT
UPSTREAM H.G.L
OBVERT LEVELS
ROAD CAPACITY
VELOCITY HEAD
STRUCTURE No.
STRUCTURE No.
STRUCTURE No.
LAT. HEADLOSS
DRAIN SECTION
REACH LENGTH
DRAIN SECTION
CALCULATIONS
CONTRIBUTING
TIME OF CONC.
TIME OF CONC.
U/S HEADLOSS
PIPE FRICTION
PIPE FRICTION
TIME OF FLOW
BYPASS FLOW
SUM OF (C * A)
INVERT LEVEL
CO-EFFICIENT
CO-EFFICIENT
CO-EFFICIENT
CO-EFFICIENT
FOR 'K' VALUE
(INC. BYPASS)
ROAD GRADE
COEFFICIENT
FLOW IN K&C
MINOR FLOW
TOTAL (C * A)
10yr RUNOFF
STRUCTURE
PIPE GRADE
DISCHARGE
OF RUNOFF
DESIGN ARI
INLET TYPE
PIPE FLOW
HEADLOSS
HEADLOSS
CHART No.
PIPE / BOX
LAND USE
CAPACITY
LAT. H.G.L
VELOCITY
IN REACH
CRITICAL
AT INLET
BYPASS
DEPTH
SLOPE
W.S.E.
W.S.E
H.G.L
yrs % min mm/h ha ha ha l/s l/s % l/s l/s l/s min mm/h ha l/s l/s l/s l/s m % mm m/s min m m m m % m m m/s m m m m m m
10 5/1 5/1 C4 5.00 223 0.88 0.88 0.061 0.054 0.054 33 33 0.00 223#D0.2L3A0.54F0.5
33 0 5.00 223 0.054 54 33 7.100 3.10 225(2)0.80 0.12 Qg 0.033 Qo 0.033 Do 225 0.033 7.10 0.232 7.10 0.232 0.49 0.0350.100 1.89 18.254 18.254 18.486 18.48619.320 5/1
100 to 4/1 5.00 321 0.88 1.00 0.061 0.061 0.061 54 5.00 321 0.061 (Pipe flow= Grate flow) (2.01) CHRT 32: Vo2/2gDo 0.14 H/Do 0.00 18.034 18.091
FLOW WIDTH/DEPTH 0.056Dp m Kg side flow 7.10 end flow 5.56
10 4/1 4/1 C4;C3 5.00 223 0.88 0.88 0.009 0.008 0.008 5 5 0.00 223#D0.2L3A0.54F0.5
5 0 3/1 5.12 222 0.062 62 38 9.200 3.91 225(2) 0.92 0.15 Qg 0.005 Qo 0.038 Do 225 0.043 1.78 0.077 1.94 0.084 0.65 0.0600.102 2.14 18.014 18.014 18.091 18.09819.000 4/1
100 to 3/1 5.00 321 0.88 1.00 0.009 0.009 0.009 8 5.12 319 0.070 (Pipe flow= Sum upstr atten flows)(2.26) Angle 65 Chart 43 S/Do 2.5 chartdeg Interp val for S/Do 1.37 Kw 1.94 17.654 17.870
FLOW WIDTH/DEPTH 0.015Dp m Du/Do 1.00 K0 1.35 K0.5 1.93 CHART 42
Qu/Qo 0.87 Cg 0.33 K 1.54 S/Do 2.0 K0 1.35 K0.5 2.10 K 1.60
S/Do 2.0 K0 1.41 K0.5 2.25 K 1.68 S/Do 1.5 K0 1.53 K0.5 2.17 K 1.74
S/Do 1.5 K0 1.58 K0.5 2.53 K 1.89 Interp val for S/Do 1.37 Ku 1.78
10 3/1 3/1 C4;C3;C2 5.00 223 0.88 0.88 0.008 0.007 0.007 4 4 0.00 223#D0.2L3A0.54F0.5
4 0 5.27 220 0.069 68 41 12.500 1.12 225(2) 1.01 0.21 Qg 0.004 Qo 0.041 Do 225 0.052 0.64 0.033 0.64 0.033 0.78 0.097 17.634 17.837 17.870 17.87018.720 3/1
100 to 2/1 5.00 321 0.88 1.00 0.008 0.008 0.008 7 5.27 316 0.078 (Pipe flow= Sum upstr atten flows)(1.21) CHART 34 Angle 30 Case 3 17.494 17.740
FLOW WIDTH/DEPTH 0.013Dp m S/Do 2.5
Du/Do 1.00 Qg/Qo 0.10 K 0.60
S/Do 2.03 cor 0.04 Ku 0.64 Kw 0.64
10 1/2 1/2 C5 5.00 223 0.88 0.88 0.061 0.054 0.054 33 33 0.00 223#D0.2L3A0.54F0.5
33 0 2/1 5.00 223 0.054 54 33 12.000 2.79 225(2)
0.80 0.20 Qg 0.033 Qo 0.033 Do 225 0.033 6.27 0.205 6.27 0.205 0.49 0.059 17.729 17.799 18.004 18.00419.374 1/2
100 to 2/1 5.00 321 0.88 1.00 0.061 0.061 0.061 55 5.00 321 0.061 (Pipe flow= Grate flow) (1.91) CHRT 32: Vo2/2gDo 0.14 H/Do 0.31 17.394 17.740
FLOW WIDTH/DEPTH 0.056Dp m Kg side flow 6.27 end flow 4.93
10 2/1 2/1 C4;C3;C2;C5;C1 5.00 223 0.88 0.88 0.009 0.008 0.008 5 5 0.00 223#D0.2L3A0.54F0.5
5 0 3/1 5.48 217 0.131 128 78 2.000 2.00 225(2) 1.89 0.02 Qg 0.005 Qo 0.078 Do 225 0.182 1.82 0.331 1.85 0.337 2.74 0.055 17.394 17.409 17.740 17.74618.660 2/1
100 to 1/1 5.00 321 0.88 1.00 0.009 0.009 0.009 8 5.48 312 0.148 (Pipe flow= Sum upstr atten flows)(1.61) Flow 3/1 made eqv grate flow 1/2 and 3/1 17.354 17.354
FLOW WIDTH/DEPTH 0.015Dp m Angle 30 Chart 36 S/Do 2.5 chartdeg Vel1 0.808 Vel2 1.028
Du/Do 1.00 K0 1.51 K0.5 1.86 Eq Dia 315 Angle 254 Flow 0.073
Qu/Qo 0.41 Cg 1.10 K 1.90 Angle 74 Chart 45 S/Do 2.5 chartdeg
S/Do 3.0 K0 1.34 K0.5 1.59 K 1.62 Du/Do 1.40 K0 1.85 K0.5 1.80
S/Do 2.5 K0 1.51 K0.5 1.86 K 1.90 Qu/Qo 0.94 Cg 0.16 K 1.84
Interp val for S/Do 2.55 Kw 1.87 S/Do 3.0 K0 2.04 K0.5 1.59 K 1.97
CHART 35 S/Do 2.5 K0 1.85 K0.5 1.80 K 1.84
S/Do 3.0 K0 1.10 K0.5 1.45 K 1.48 Interp val for S/Do 2.54 Kw 1.85
S/Do 2.5 K0 1.33 K0.5 1.51 K 1.53 CHART 44
Interp val for S/Do 2.55 Ku 1.52 S/Do 3.0 K0 1.95 K0.5 1.76 K 1.92
K vals above for stepped pipes as grate flow S/Do 2.5 K0 1.85 K0.5 1.80 K 1.84
grate flow decreased by 0.041 from 3/1 Interp val for S/Do 2.54 Ku 1.85
Routine 2.24 K vals step pipes as pipe flow Ku 1.85 Kw 1.85
Join Pipes: Averaged Ku 1.82 Kw 1.85
10 1/1 1/1 C4;C3;C2;C5;C1 MH 5.50 216 0.131 128 78 12.200 9.80 225(2) 1.89 0.11 Qo 0.078 Do 225 0.182 3.10 0.564 3.10 0.564 2.74 0.3340.118 3.62 16.424 16.424 16.988 16.98818.600 1/1
100 to N 1 5.50 312 0.148 (Pipe flow= Sum upstr atten flows)(3.57) Flow 2/1 made eqv grate flow 15.229 15.850
CHRT 32: Vo2/2gDo 0.80 H/Do 0.00
W:\205 Mogprop Management\205 002 MCU Gateway Dve Noosaville\Drawings\205-002-WORKING.dwg
Kg side flow 3.10 end flow 2.84
K vals above for stepped pipes as grate flow
CALCULATIONS TABLE
PRELIMINARY ISSUE
CLIENT APPROVED SCALE
LOT 102 SP241371 GATEWAY DRIVE, NOOSAVILLE
MOGPROP
PROJECT MANAGEMENT - ENGINEERING - PLANNING
MANAGEMENT PTY LTD DRAINAGE CALCULATIONS
SUNSHINE COAST MACKAY CAIRNS RPEQ
(07) 5493 3649 (07) 4957 4988 (07) 4041 5118 1 PRELIMINARY ISSUE 07/08/14 RH KP JB ---- DRAWING NUMBER REVISION
projexpartners.com.au No. Description Date Drawn Design Check RPEQ 205-002-C14.01 1
THIS DRAWING MAY ONLY BE USED FOR THE PURPOSE FOR WHICH IT WAS PREPARED BY PARTIES AGREED TO BY PROJEX PARTNERS & MUST NOT BE USED BY ANYONE ELSE OR FOR ANY OTHER PURPOSE
Page 9
EROSION AND SEDIMENTATION
CONTROL LEGEND
Sediment Control Fencing
Sediment Bund (Field Inlet)
Construction Entry/Exit
BUNNINGS WAREHOUSE
Lot 101
SP241371
SHOPPING PRECINCT
Lot 308
SP114181
NEW R
OAD
EV
18.0
17
DRI
.5
17
.0
Y
.5
EWA
1818.5
18.5 54.
9
GAT
50
.0
17.0
19
45.0
.0
40.0
35.0
17
30.0
25.0
.5
19.0
0.0
20.0
5.0
15.0
10.0
18
18
.0
.5
Lot 102
19.5
SP241371
20.0
19.5
20.0
19.5
Lot 500
W:\205 Mogprop Management\205 002 MCU Gateway Dve Noosaville\Drawings\205-002-WORKING.dwg
SP114181
Lot 500
SP241371
Park
ROAD
D I NOOSA
EUMUN
EROSION & SEDIMENT CONTROL LAYOUT
SCALE: 1:1000 (A3)
PRELIMINARY ISSUE
CLIENT APPROVED SCALE
LOT 102 SP241371 GATEWAY DRIVE, NOOSAVILLE
MOGPROP 1:250 0 5 10 15 A1
PROJECT MANAGEMENT - ENGINEERING - PLANNING
MANAGEMENT PTY LTD 1:500 A3 EROSION & SEDIMENT CONTROL PLAN
SUNSHINE COAST MACKAY CAIRNS RPEQ
(07) 5493 3649 (07) 4957 4988 (07) 4041 5118 1 PRELIMINARY ISSUE 07/08/14 RH KP JB ---- DRAWING NUMBER REVISION
projexpartners.com.au No. Description Date Drawn Design Check RPEQ 205-002-C18.01 1
THIS DRAWING MAY ONLY BE USED FOR THE PURPOSE FOR WHICH IT WAS PREPARED BY PARTIES AGREED TO BY PROJEX PARTNERS & MUST NOT BE USED BY ANYONE ELSE OR FOR ANY OTHER PURPOSE
Page 10
12.5
BUNNINGS WAREHOUSE
Lot 101
SP241371 2.2 6.2 1.3
SHOPPING PRECINCT Single Unit Truck/Bus (12.5 m)
Overall Length 12.500m
Overall Width 2.500m
Overall Body Height 4.300m
Min Body Ground Clearance 0.490m
Track Width 2.500m
Lock-to-lock time 6.00s
Curb to Curb Turning Radius 12.500m
Lot 308
SP114181
DESIGN VEHICLE - SINGLE UNIT VEHICLE 12.5m
NEW R NTS
OAD
E
Eastern Access is to be
V
18.0
17
an entry but no exit
DRI
.5
17
.0
Y
.5
EWA
1818.5
18.5
GAT
17.0
19
.0
17
.5
19.0
18
18
.0
.5
Lot 102
19.5
SP241371
20.0
Western Access is to be 19.5
an entry and exit
20.0
19.5
Lot 500
W:\205 Mogprop Management\205 002 MCU Gateway Dve Noosaville\Drawings\205-002-WORKING.dwg
SP114181
Lot 500
SP241371
Park
ROAD
D I NOOSA
EUMUN
TURNPATH COMPLIANCE PLAN - 12.5m SINGLE UNIT TRUCK
SCALE: 1:500 (A3)
PRELIMINARY ISSUE
CLIENT APPROVED SCALE
LOT 102 SP241371 GATEWAY DRIVE, NOOSAVILLE
MOGPROP 1:250 0 5 10 15 A1
PROJECT MANAGEMENT - ENGINEERING - PLANNING
MANAGEMENT PTY LTD 1:500 A3 TURNING PATHS - 12.5M SINGLE UNIT TRUCK
SUNSHINE COAST MACKAY CAIRNS RPEQ
(07) 5493 3649 (07) 4957 4988 (07) 4041 5118 1 PRELIMINARY ISSUE 07/08/14 RH KP JB ---- DRAWING NUMBER REVISION
projexpartners.com.au No. Description Date Drawn Design Check RPEQ 205-002-C19.01 1
THIS DRAWING MAY ONLY BE USED FOR THE PURPOSE FOR WHICH IT WAS PREPARED BY PARTIES AGREED TO BY PROJEX PARTNERS & MUST NOT BE USED BY ANYONE ELSE OR FOR ANY OTHER PURPOSE
The text continues on page 11.