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RFI - Plans
30 POTTERY STREET, POMONA PROPOSED RESIDENTIAL SUBDIVISION DRAWING SCHEDULE DRG NO REVISION DRAWING TITLE 19660-C1001 A COVER SHEET, LOCALITY PLAN & DRAWING SCHEDULE 19660-C1002 A PLAN OF DEVELOPMENT 19660-C1003 A CIVIL WORKS GENERAL ARRANGEMENT 19660-C1004 A ROAD LONGITUDINAL SECTION & TYPICAL SECTIONS SITE LOCALITY PLAN NOT TO SCALE J:\2019\19660SD1_SUBDIVISION_POTTERY_STREET_POMONA_\4.CADD\#ACAD\19660_CIVIL.dwg PRELIMINARY - NOT FOR CONSTRUCTION COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size JF DR This drawing is subject to copyright in accordance with PLANNER / SURVEYOR ELLEN LEAPE Brian Naismith Development Consultant 30 POTTERY STREET, POMONA COVER SHEET, LOCALITY PLAN & AS SHOWN A1 the agreement between TOD Designed Verified Consulting Pty Ltd (tc) and tc's T: 0477 925 871 E: [email protected] JF DR PROPOSED RESIDENTIAL SUBDIVISION DRAWING SCHEDULE Drawing Number client. This drawing shall only be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 496 MCH 591 19660-C1001 This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA MCU APPROVAL - HORIZ DATUM MGA94 Z56 0 10 20 30 40 50 60 Sheet Revision for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed A 31.07.20 ORIGINAL ISSUE JF [email protected] www.todconsulting.com ROL APPROVAL RAL19/0014 VERT DATUM AHD 'Issued For Construction' in the revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 31.07.20 OPW APPROVAL - RL DATUM - MEASUREMENT BAR - INCREMENTS IN mm 1 of 4 A
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Page 2
98d49'28" 98d49'28" 98d49'28" 98d49'28" 98d49'28" 98d49'28"
103.879 23.068 29.806 20.830 20.830 21.020
19.3 '38"
96
59
33d
STAGE 1
LOT 7
2003m²
171d 0
9
37.75
1'28"
1003m²
8d49'28"
7
42.000
1000m²
8d49'28"
8d49'28"
8d49'28"
3 2 1
48.000
48.000
48.000
1000m² 1000m² 1000m²
131
d1
36. 3'24"
553
STREET
93d7'30"
12.054
14
3d
8 12 21
.31 '44
8752m² 2 "
(7675m²
'28"
STAGE 1 COVENANT)
3.106
23d49
17 4'5"
LOT 8
8
d1
.65
8"
43
8d47'29"
118d 9'2
92.113
10246m² 39'4 d4
"
6
10.0 " 53
0
88 '28
3.1
98d49'28" 98d49'28" 98d49'28" 83d49
20.830 20.830 15.020 3.106
"
88d13'55
39.762 ROAD 01
161 .698
d36
12
'43"
98d49'28" 98d49'28" 98d49'28" 113d4
9'28"
22.080 34.350 34.683 3.106
14 3.1
3d 06
49
'28 3.106
"173
d49'2
8"
POTTERY
10
1494m²
35.5 5"
'2
10
30d4
8d49'28"
16.113
8d49'28"
8d49'28"
.07 "
38 7'10
6 5 4
29.113
29.113
6
d5
48
1000m² 1000m² 1000m²
98d49'28"
25.000
8d49'28"
8d49'28"
DRAINAGE RESERVE
7.000
7.000
175m²
98d49'28" 98d49'28" 98d49'28" 98d49'28" 98d49'28"
64.508 33.221 46.620 34.350 15.683
J:\2019\19660SD1_SUBDIVISION_POTTERY_STREET_POMONA_\4.CADD\#ACAD\19660_CIVIL.dwg
STAGING
STAGE 1 LOTS 1 TO 8 (LOT 7 2,003m² & LOT 8 10,246m²)
STAGE 2 STAGE 1 LOT 7 DIVIDED TO LOTS 7 & 9
STAGE 1 LOT 8 DIVIDED TO LOTS 8, 9 & 10
PRELIMINARY - NOT FOR CONSTRUCTION
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
PLANNER / SURVEYOR
Brian Naismith Development Consultant
ELLEN LEAPE 30 POTTERY STREET, POMONA PLAN OF DEVELOPMENT 1 : 250 A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's T: 0477 925 871 E: [email protected] JF DR PROPOSED RESIDENTIAL SUBDIVISION Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 496 MCH 591 19660-C1002
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA
MCU APPROVAL - HORIZ DATUM MGA94 Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 31.07.20 ORIGINAL ISSUE JF [email protected] www.todconsulting.com ROL APPROVAL RAL19/0014 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 31.07.20 OPW APPROVAL - RL DATUM - MEASUREMENT BAR - INCREMENTS IN mm 2 of 4 A
Page 3
LEGEND
EXISTING PROPOSED
CONTOUR (1m INCREMENTS)
KERB & CHANNEL
W
D D DRAINAGE
T
NIL R ROOFWATER
W
S S SEWERAGE
W W WATER
T
NIL W WATER METER PP
W
TO BE ADVISED ELECTRICITY
TO BE ADVISED
T
T TELCO
ROAD SURFACE
W
EXISTING
STREET
SHED
T
W
EXISTING DWELLING
TO BE DEMOLISHED
T
IN STAGE 2
T T
W
9 D
W
JOIN ALL NEW WORKS D
7 NEATLY TO EXISTING
D
W
EXIS 3 2 1
TING
GRAVE
L
W
TRACK
TO
BE
REMOV
ED
W
W W
W
W
RED ST
W
W
FH & DN63 CONNECTION FOR
8 R8.725 W
CUL-DE-SAC ARRANGEMENT AS PER EXISTING OVERHEAD ELECTRICAL
W
S SEQ CODE STD DRG SEQ-WAT-1104-1 PROPERTY SERVICE TO BE REMOVED
PP PP
KERB ADAPTOR AS PER W
W
T T
IPWEAQ STD DRG RS-081 (TYP) W
W W W W
S W
FH FH SV CONNECT
T
W W W W W W W W W W W W W W W W W W TO EXISTING
5
S
.27
W
W R1
W
S S S S S S S
WATER MAIN
0
5. S S S S S S S S S S S S S
R1
275
D D D D D D
W
SC
T
W
D
S
W
CONTROL LINE MC01
SC
W
3
10
.16
KERB INLET 'LIP-IN-LINE' AS PER
T
R
S
ROAD 01 .27
5
D
111
IPWEAQ STD DRG DS-063 (TYP)
W
ROAD
W W W
S
T
TC 80.517
70
60
50
40
30
20
10
0
90
100
8
D
.43
W
102
CT
SEALED
S
1.5m WIDE CONCRETE PATHWAY & KERB RAMPS
D
T
END OF LINE FLUSHING POINT AS PER
TO IPWEA STD DRGS RS-065 & RS-090 (TYP)
W
SEQ CODE STD DRG SEQ-WAT-1104-1
10
POTTERY
S
D
FLOW DIVERSION PIT
T
6 5 4
EXISTING
- LOW FLOWS DIVERTED TO BASIN
W
- HIGH FLOWS DIVERTED DOWNSTREAM
S
D
T
W
S S S S S
OF
D
S
D
DRAINAGE
S
S
RAMP
T
W
S
RESERVE
EDGE
S S S S S S S S S S S S S S S S S
R R R R R R R R R R R R R R R R R R R CONNECT TO
EX SEWER MH PP
S
T
D
W
BIORETENTION BASIN IN ACCORDANCE WITH BASIN OVERFLOW PIT
J:\2019\19660SD1_SUBDIVISION_POTTERY_STREET_POMONA_\4.CADD\#ACAD\19660_CIVIL.dwg
STORMWATER MANAGEMENT PLAN PREPARED
BY AQUAINTEL (125m² FILTER AREA)
S
T
D
W
EXTEND PIPED DRAINAGE TO THE NATURAL WATERWAY JOIN ALL NEW WORKS
APPROX 100m SOUTH OF THE DEVELOPMENT NEATLY TO EXISTING
S
D
T
PRELIMINARY - NOT FOR CONSTRUCTION
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
PLANNER / SURVEYOR
ELLEN LEAPE
Brian Naismith Development Consultant
30 POTTERY STREET, POMONA CIVIL WORKS GENERAL ARRANGEMENT 1 : 250 A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's T: 0477 925 871 E: [email protected] JF DR PROPOSED RESIDENTIAL SUBDIVISION Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 496 MCH 591 19660-C1003
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA
MCU APPROVAL - HORIZ DATUM MGA94 Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 31.07.20 ORIGINAL ISSUE JF [email protected] www.todconsulting.com ROL APPROVAL RAL19/0014 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 31.07.20 OPW APPROVAL - RL DATUM - MEASUREMENT BAR - INCREMENTS IN mm 3 of 4 A
Page 4
VTP 60.000 RL 112.711
15.0 ROAD RESERVE ASPHALT TYPE DG10, 30mm MINIMUM COMPACTED DEPTH
VIP 50.000 RL 112.400
VTP 40.000 RL 111.755
ON PRIMER SEAL
VTP 22.786 RL 110.645
NOM 4.5 VERGE 6.0 ROAD NOM 4.5 VERGE PRE-SEAL INSPECTION
VIP 12.786 RL 110.000
VIP 2.786 RL 109.705
VTP 1.386 RL 109.663
3.0 3.0 BASE COURSE : 125mm UNBOUND PAVEMENT TYPE 2.2 (CBR 60)
LINE
MINIMUM COMPACTION: 100% STANDARD MAXIMUM DRY DENSITY
1:4 CUT
2.5% -3.0% -3.0% 2.5%
1:4 SUB-BASE COURSE : 125mm UNBOUND PAVEMENT TYPE 2.4 (CBR 35)
FILL MINIMUM COMPACTION: 100% STANDARD MAXIMUM DRY DENSITY
CONTROL
SUBGRADE INSPECTION
TYPE M1 K&C AS PER IPWEA STD DRG RS-080
SITE WON MATERIAL NATURAL SUBGRADE 100% STANDARD MAXIMUM DRY DENSITY
REFER PRELIMINARY PAVEMENT DESIGN
SUBSOIL DRAIN INCLUDING FLUSH-OUTS & OUTLETS AS PER
IPWEAQ STD DRGS RS-140 & RS-142 (TYP) * PROVISIONAL SUBGRADE REPLACEMENT,
IF DIRECTED BY SUPERINTENDENT
TYPE 2.5 (CBR 15) 95% MODIFIED MAXIMUM DRY DENSITY
1.386m 2.996%
1.400m 2.994%
VERTICAL GEOMETRY GRADE 2.953% 6.449% 3.106% STABILISE ALL EXPOSED EARTHWORK AREAS WITH MINIMUM 75mm TOPSOIL AND GRASS SEEDING OR TURF
VERTICAL GRADE LENGTH 10.000m 37.214m 61.163m MINIMUM DEPTHS TO BE CONFIRMED BY THE ENGINEER
FOLLOWING TESTING OF THE INSITU SUBGRADE.
VERTICAL CURVE LENGTH (m) VCL 20 VCL 20
ROAD 01 TYPICAL SECTION
PRELIMINARY PAVEMENT DESIGN BASED ON :
VERTICAL CURVE RADIUS (m) R 572.1 R 598.3
FULL ROAD CONSTRUCTION - DESIGN ESAs 2.0 x 105 (LOCAL)
- ASSUMED SUBGRADE CBR 5.0%
HORIZONTAL CURVE DATA (m) R39 SCALE C
DATUM R.L. 94.00
PRELIMINARY PAVEMENT DESIGN
-0.523
-0.207
-0.523
-0.443
-0.365
-0.311
-0.377
-0.365
-0.383
-1.036
-1.242
0.000
LEVEL VARIANCE
109.663
110.486
110.679
111.633
112.198
112.681
113.022
113.399
113.713
114.071
115.065
115.542
EXISTING LEVEL 1.5m WIDE CONCRETE PATHWAY
AS PER IPWEA STD DRG RS-065
3.5 MIN 3.0 LANE
109.621
109.663
109.963
110.472
111.110
111.755
112.316
112.711
113.021
113.348
113.688
114.029
114.300
EX ROAD CL
DESIGN LEVEL 1.5
EX EBIT
EX EBIT
2.5% STRAIGHT VERTICAL SAW CUT
1:4
80.517
91.477
0
102.438
111.163
1.386
10
20
30
40
50
60
70
WEARING SURFACE
CHAINAGE TYPE M1 K&C AS PER IPWEA STD DRG RS-080
JOIN NEATLY TO EXISTING. REFER DETAIL. BASE COURSE EXISTING
PAVEMENT
SUBSOIL DRAIN INCLUDING FLUSH-OUTS & OUTLETS SUB-BASE COURSE
AS PER IPWEAQ STD DRGS RS-140 & RS-142 (TYP) CROSSFALL VARIES - MATCH EXISTING
ROAD 01 LONGITUDINAL SECTION EDGE OF EXISTING
FULL DEPTH PAVEMENT
0.3 0.3
STABILISE ALL EXPOSED EARTHWORK AREAS WITH MINIMUM 75mm TOPSOIL AND GRASS SEEDING OR TURF MIN MIN
CONTROL LINE MC01
HOR SCALE A VER SCALE B
POTTERY STREET TYPICAL SECTION JOINING TO EXISTING PAVEMENT
NOT TO SCALE
ROAD WIDENING
SCALE C
RP BDY
200 SERIES BLOCKWORK WALLS WITH LOT 4
RP BDY
200 SERIES BLOCKWORK WALL WITH
RP BDY
BASIN SOIL PROFILE AS PER
RP BDY
1.2m HIGH POOL FENCE (OR APPRVD EQUIV) IPWEA STD DRG WSUD-001 1.2m HIGH POOL FENCE (OR APPRVD EQUIV)
LOT 4 500mm FILTER MATERIAL ROAD
UNDERDRAIN CLEAN OUT POINT 100mm TRANSITION LAYER RESERVE FILTER AREA 125m²
AS PER IPWEA STD DRG WSUD-003 200-300mm DRAINAGE LAYER
RAMP
CCESS
CONC A 4 MAX
1 IN
300mm EXTENDED DETENTION DEPTH 300mm EXTENDED DETENTION DEPTH
DN100 BASIN UNDERDRAIN AS OVERFLOW PIT AS PER OUTLET PIPE DN100 BASIN UNDERDRAIN AS PER
PER IPWEA STD DRG WSUD-003 IPWEA STD DRG WSUD-001 IPWEA STD DRG WSUD-003 (TYP)
BIORETENTION BASIN SECTION (EAST-WEST) BIORETENTION BASIN SECTION (NORTH-SOUTH)
SCALE D
SCALE D
J:\2019\19660SD1_SUBDIVISION_POTTERY_STREET_POMONA_\4.CADD\#ACAD\19660_CIVIL.dwg
0 5 10 15 20 25 m
SCALE A
0 4 8 12 m
SCALE B
0 1 2 3 4 5m
SCALE C
0 0.5 1 1.5 2 2.5 m
PRELIMINARY - NOT FOR CONSTRUCTION SCALE D
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
PLANNER / SURVEYOR
Brian Naismith Development Consultant
ELLEN LEAPE 30 POTTERY STREET, POMONA ROAD LONGITUDINAL SECTION & AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's T: 0477 925 871 E: [email protected] JF DR PROPOSED RESIDENTIAL SUBDIVISION TYPICAL SECTIONS Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 496 MCH 591 19660-C1004
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA
MCU APPROVAL - HORIZ DATUM MGA94 Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 31.07.20 ORIGINAL ISSUE JF [email protected] www.todconsulting.com ROL APPROVAL RAL19/0014 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 31.07.20 OPW APPROVAL - RL DATUM - MEASUREMENT BAR - INCREMENTS IN mm 4 of 4 A