Council archive · source document
Compiled Approved Plans - OPW19 0203.03 · OPW19/0203.03
Plans and drawings: the text below has words only, no drawings.
S
LEGEND
S
PROPERTY BOUNDARY
STAGE 3 STAGE 2
IL.3.176
4.4 D50=200mm DIA. ROCK PLACED ON EASEMENT BOUNDARY
4.6 BIDIM A44 GEOFABRIC. (300mm
IL.3.580
76.0 FINISHED CONTOUR
SW
4.8 THICKNESS) (2.0m LONG)
S
5.0 HW4/1 EXISTING KERB
5.2
5.4 5.62
SW SW EXISTING STORMWATER LINES
7.09 4.30 3.42 3.25
SW
T T EXISTING TELSTRA
S
E E EXISTING ELECTRICITY
W W EXISTING WATER MAIN
SW
5.2
7 FL.5.070 FL.4.680 S S EXISTING SEWER MAIN
1050Ø
1.0%
1.0%
FFL.5.645 INTEGRAL KERB
S
8 9
5.4
FFL.5.645 PROPOSED STORMWATER
10 11
SW
FFL.5.645 12 13 14 15 16 17
FFL.5.200 FFL.5.200 FFL.5.200 FFL.5.200 FFL.5.200 FL.5.230 FL.5.030 FFL.4.400 FFL.4.400 PROPOSED GULLY PIT
FL.4.630 FL.4.430 FFL.4.400
5.7%
5.6
PROPOSED GULLY PIT LABEL - ASTERIX DENOTES
S
1.0%
5.6
G3/12*
1.0%
SW
FL.5.620 INSTALL SPEL STORMSACK OR APPROVED EQUIVALENT
5.0
PROPOSED FIELD INLET
FOR CONTINUATION REFER SHEET C110
FL.5.175 FL.5.175 FL.4.375 PROPOSED MANHOLE
4.8
SW
S
6
5.4
CONSTRUCT 1350 DIA. MANHOLE PROPOSED STORMWATER HEADWALL
0.5%
3.6%
RAIN GARDEN 2.
4.8%
3.6%
FFL.5.645 OVER EXISTING 1050 DIA.
1.0%
4.6
STORMWATER PIPE REFER DRAWING PROPOSED ROCK LINED SWALE
5.0%
5.0
C117 FOR DETAILS PROPOSED RETAINING WALL
SW
FL.5.560 1.3%
1.3% FL.5.190 FL.5.140
S
FL.4.950 FL.4.930 4.2 (PART OF BUILDING DESIGN)
4.4
FI1/1
5.6
3.6%
MH3/1 REFER STRUCTURAL DRAWINGS
9% 5% 14.0%
5
1.0%
FL.5.200 FL.5.160
5.0%
2.5% FL.4.835
SW
%
MH2/1 4.8 BUILDING
2.5
FFL.5.645
0.50
W W W FL.4.820 G2/7* REFER STRUCTURAL DRAWINGS
S
FL.5.410 FL.5.160 1.1%
150Ø PVC-U
FL.5.620 FL.5.500 W FL.4.750 FL.4.625 2.5% 1.4%
FL.5.500 FL.5.400 W FL.4.265 ROAD PAVEMENT
PROVIDE 2 x 200mm 150mm THICK N32 CONCRETE WITH
SW
FL.5.350
GAPS IN KERB FL.5.450 FI1/5 SL82 MESH, 50mm TOP COVER
5.8 W
4 FL.5.500 FL.5.610 FL.5.850
MH2/19 W FL.4.950 FL.4.595 FL.4.350
125mm CBR 15 TYPE 2.3 BASE COURSE (PROV.)
S
PMT 1.1%
FFL.5.645 4.8
PROVIDE 13 x 200mm 5.8 G1/19 G1/7* DRIVEWAY
% SW FFL 5.600
6.0
3.2%
5.0%
GAPS IN KERB WITH W HEAVY DUTY VEHICLE REFER IPWEA STD DRG RS-051
6 W
1.5m SEPARATION5. CROSSING. REFER CONCRETE FOOTPATH
FL.6.040 IPWEA STD DRG RS-051 5.0
S
FL.5.300 REFER IPWEA STD DRG RS-065
SW
4.3%
W
T
3 RAIN GARDEN 1. 3.5%
2.2%
STAGE BOUNDARY
5.8
6.0
2.0%
STAGE 1
W
FFL.5.645 REFER DRAWING 2.0% PROPOSED 6m x 3m
3.2%
5.0%
4.0% C117 FOR DETAILS
FL.5.620 T STORMWATER EASEMENT
W SW
FL.5.775 4.1%
4.8
S
FL.5.775 FL.6.040
FL.5.280 FL.5.160 5.0
FL.5.965 FL.5.175 FL.5.175
FL.5.620
T
W
FL.5.265
SW
1.0%
1.0%
1.0%
1.0%
1.0%
2.0% 5.5%
S
2 1 T
FFL.5.645 FFL.5.800 F FL.5.250 FL.5.175 FL.5.225
IL.3.313
FL.5.830 FL.5.965 FL.5.175
SW
E
SW
40
W
T E 39
IL.3.940
6.78 E FFL.5.200 FFL.5.200
S
E 42 41
SW
G2/18
EX3/18 ET FFL.5.200 FFL.5.200
W
S S S S S S S S S
E
SW
IL.3.990 150Ø PVC-U IL.4.330 E
SW
T DEMOLISH EXISTING GULLY PIT
3.27 6.43 AND CONSTRUCT NEW GULLY
5.94
S
5.73
W
PIT WITH 2.4m LINTEL OVER
SW
T
EXISTING STORMWATER PIPE.
SW
JOIN NEATLY TO EXISTING
E
E.504218.400
STORMWATER PIT N.7079255.135
E
JOIN NEATLY TO
S
T
W
EXISTING PATHWAY
GATEWAY DRIVE
JOIN NEATLY TO
SW
SW
SW
EXISTING PATHWAY
E
T
E
SW
SW
SW
W
E
T
S
SW
SW
SW
E
W
SW SW SW
E
T
S
SW
E
W
E
SW
T
S
E
NOOSA COUNCIL
APPROVED PLAN 0 4 8 12m
OPW19/0203.03 9 FEB 2024 Scale 1:200 @A1
Scale 1:400 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.K.P. D.R.
copyright in accordance with the
F 25.01.24 LINE 18 SEPARATED INTO LINES 18 & 19 SDP
PIVOTAL PERSPECTIVE 64 GATEWAY DRIVE Designed Verified
64 GATEWAY DRIVE, NOOSAVILLE ROADWORKS AND AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's E 30.03.20 PARKING BAYS AMENDED MKP
PLANNING CONSULTANT PTY LTD M.K.P. D.R. STORMWATER LAYOUT Drawing Number
client. This drawing shall only be
D 02.03.20 PMT ADDED : SWD L1&L5 : RW LINES REMOVED JF 4/59 MARY STREET
used for this specific project.
C 03.12.19 STORMWATER AMENDED M.K.P. NOOSAVILLE, QLD 4566
Approved
D REYNOLDS
RPEQ No
9072
RP DESCRIPTION: LOT 13 ON SP170295 PLAN - SHEET 1 OF 2 18556 - C109
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA COUNCIL
This drawing shall not be used B 04.11.19 CONTOURS AMENDED M.K.P. Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL: 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 HORIZ DATUM: LOCAL
A 10.09.19 ISSUED FOR APPROVAL M.K.P.
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 25.01.24
ROL APPROVAL:
OPW APPROVAL:
VERT DATUM: AHD
RL DATUM: PSM 13296 MEASUREMENT BAR - INCREMENTS IN mm
9 of 24 F
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Page 2
LEGEND
PROPERTY BOUNDARY
EASEMENT BOUNDARY
STAGE 2 76.0 FINISHED CONTOUR
EXISTING KERB
SW SW EXISTING STORMWATER LINES
2.14 1.96 T T EXISTING TELSTRA
1.36
D50=200mm DIA. ROCK PLACED ON E E EXISTING ELECTRICITY
BIDIM A44 GEOFABRIC. (300mm
THICKNESS) (2.0m LONG)
W W EXISTING WATER MAIN
FL.4.380 FL.4.180
S S EXISTING SEWER MAIN
D50=200mm DIA. ROCK PLACED ON
1.0%
1.0%
INTEGRAL KERB
BIDIM A44 GEOFABRIC. (300mm
THICKNESS) (3.2m LONG) PROPOSED STORMWATER
18 19 20 21 22 PROPOSED GULLY PIT
FFL.4.400 FFL.4.400 FL.4.430 FL.4.330 FL.4.130 FL.4.030 FFL.4.000 FFL.4.000 FFL.4.000 1.85
STUB FOR HYDRAULIC 23 RAIN GARDEN 3. REFER
G3/12*
PROPOSED GULLY PIT LABEL - ASTERIX DENOTES
4.2
1.0%
DRAWING C117 FOR DETAILS
1.0%
STUB FOR HYDRAULIC FFL.4.000 F7/13 INSTALL SPEL STORMSACK OR APPROVED EQUIVALENT
CONNECTION.
CONNECTION. FI1/14 MH5/7 HW2/8 PROPOSED FIELD INLET
225Ø PVC. IL.3.250 FL.3.610
FI1/15 225Ø PVC. IL.3.250 F6/13 FL.3.460 TOP OF WALL (RL 2.900)
PROPOSED MANHOLE
FL.3.975
2.18
FI1/8
FL.4.375 CONTINUE RETAINING WALL ALONG PROPOSED STORMWATER HEADWALL
F3/13 F4/13 FL.3.610 HW6/7
NORTHERN EDGE OF RAMP (4.8m APPROX.)
%
4.3%
FL.3.720 3.6 PROPOSED RETAINING WALL
2.3
4.3%
5.0%
3.8 F5/13 FL.3.570 (PART OF BUILDING DESIGN)
FOR CONTINUATION REFER SHEET C109
4.0
RL 2.300 STUB FOR HYDRAULIC CONNECTION. REFER STRUCTURAL DRAWINGS
FL.4.100 FL.3.720 300Ø PVC. IL.2.300 (UNITS 24-37)
BUILDING
%
2.0
4.3%
REFER STRUCTURAL DRAWINGS
4.3%
5.0%
4.3%
24
3.7%
FL.3.800
1.1% FFL.4.000 GRASS-LINED ACCESS RAMP (1 : 8) E ROAD PAVEMENT
0.5% 0.5%
6.1% 150mm THICK N32 CONCRETE WITH
FL.3.395 SL82 MESH, 50mm TOP COVER
FL.3.945 4.0
00
FL.3.885 3No REMOVABLE BOLLARDS
3.8
G3/7* 0
3.5
FL.3.525 0
2.7%
3.6
G4/7* 125mm CBR 15 TYPE 2.3 BASE COURSE (PROV.)
1.8%
FL.3.970 G1/16* FL.3.790 G3/12* FL.3.515 FL.3.975 FL.3.975
(90mm SURFACE MOUNT,
FL.4.055 TWIST TYPE, UNIQUE LOCK) DRIVEWAY
0.8% 0.8% 3.6% REFER IPWEA STD DRG RS-051
25
10.4%
6.6%
%
26
2.7%
CONCRETE FOOTPATH
5.0%
2.4
3.0 FFL.4.000
% 2.58 REFER IPWEA STD DRG RS-065
FFL.4.000 LANDSCAPED BATTER (1 : 2).
FL.3.740
FL.4.510 FL.4.285 REFER LANDSCAPE DRAWINGS STAGE BOUNDARY
1.7%
4.2 3.8 FL.3.975 FL.4.025
FOR PLANTING DETAILS.
%
FL.3.975
4.4
5.5
STAGE 1 G2/12*
%
2.7%
1.0% 4.0
1.0
5.0%
4.6
FL.3.925
%
FL.4.025 2.60
2.2
4.0 1.0%
3.3%
FL.3.975
%
1.0
FL.4.375 FL.4.375 FL.3.975 FL.3.975 FL.3.870
2.59
4.2
G1/12* 1.0% FL.3.975
5.5% 27
1.0%
2.9%
1.0%
1.0%
1.8%
FL.3.975 FFL.4.000
FL.4.425 FL.4.425
37 36 35 34 33
FL.4.025
31 30
FL.3.975 FL.3.975
FFL.4.400 FFL.4.400 FFL.4.400 FFL.4.400 FFL.4.400 FFL.4.000 FFL.4.000
38 32 29 28
FFL.5.200 FFL.4.400 FFL.4.000 FFL.4.000
5.40 4.85 4.33 3.90 2.99
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0203 14 JAN 2020
0 4 8 12m
Scale 1:200 @A1
Scale 1:400 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.K.P. D.R
copyright in accordance with the PIVOTAL PERSPECTIVE 64 GATEWAY DRIVE Designed Verified
64 GATEWAY DRIVE, NOOSAVILLE ROADWORKS AND AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's E 13.01.20 AMENDED AS CLOUDED J.C.
PLANNING CONSULTANT PTY LTD M.K.P. D.R STORMWATER LAYOUT Drawing Number
client. This drawing shall only be
D 10.01.20 AMENDED AS CLOUDED J.C. 4/59 MARY STREET
used for this specific project.
C 03.12.19 STORMWATER AMENDED M.K.P. NOOSAVILLE, QLD 4566
Approved
D. REYNOLDS
RPEQ No
9072
RP DESCRIPTION: LOT 9 ON RP251589 PLAN - SHEET 2 OF 2 18556 - C110
Noosa: 07 5449 9600 LOCAL AUTHORITY: SUNSHINE COAST
This drawing shall not be used B 04.11.19 CONTOURS AND STORMWATER AMENDED M.K.P. Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL: MCU 12/0060.02 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 HORIZ DATUM: LOCAL
A 10.09.19 ISSUED FOR APPROVAL M.K.P.
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 13.01.2020
ROL APPROVAL:
OPW APPROVAL:
VERT DATUM: AHD
RL DATUM: PSM 13296 MEASUREMENT BAR - INCREMENTS IN mm
10 of 23 E
Page 3
PROP DY
“1.5m WIDE CONCRETE
FOOTPATH
SECTION ZA
SCALE 125
1.5m WIDE CONCRETE
FOOTPATH
DESIGN SURFACE
TAPER CONCRETE
FOOTPATH WIDTH TO
1.0m WIDE AT DRIVEWAY
‘TAPER CONCRETE
FOOTPATH WIDTH TO
1.0m WIDE AT DRIVEWAY
FOOTPATH
1.5m WIDE CONCRETE
NOTE:
THE CONTRACTOR SHALL CONFIRM THE EXISTING KERB AND CHANNEL
LEVELS AT ALL NEW VEHICLE CROSSINGS. ANY DISCREPANCY SHALL
BE PROVIDED TO THE SUPERINTENDENT IMMEDIATELY,
4
jf ™Y
{ / GATEWAY DRIVE \\
|
o
8
a a*
be
Boe
lace fe
‘ alg
al x .
. & ‘
« . (
.
%
als
nd
1.5m WIDE CONCRETE —~
toorpar
DETAIL PLAN
Scat
enw OUT vee cRossNG
REFER PEA STDORG RS
GATEWAY DRIVE GATEWAY DRIVE
\. oN
wun suRrAce
XN NATURAL SURFACE.
y~ HEAVY DUTY VEHICLE CROSSING, a
REFER WEA STD DRG RS051 5
GATEWAY DRIVE
L PROPOSED 6m x 3m
Is. STORMWATER EASEMENT
/~ HEAVY DUTY VEHICLE CROSSING,
REFER IPWEA STD ORG RS-05!
LEGEND
PROP BOY
SECTION
SCALE 125
PROPERTY BOUNDARY
EASEMENT BOUNDARY
EXISTING KERB
INTEGRAL KERB,
BUILDING
REFER STRUCTURAL DRAWINGS
ROAD PAVEMENT
150mm THICK N32 CONCRETE WITH
‘SL82 MESH, 50mm TOP COVER
125mm CBR 15 TYPE 2.3 BASE COURSE
DRIVEWAY
REFER IPWEA STD DRG RS-051
CONCRETE FOOTPATH
REFER IPWEA STD DRG RS-065
\ cesonamnce
PLANNING CONSULTANT
14/59 MARY STREET
PTY LTD
NOOSA COUNCIL \ sure 288 ttn
=
Scale 1:25 @At
IGN SURFACE Scale 1:50 @A3
APPROVED PLAN section (BY cale
OPW19/0203 13 DEC 2019 125 te”
Scale 1:100 @A1
Scale 1:200 @A3
Connon & Tesocited Costar Trent Toe Drawn THe Tae FeetSa
ttt ee PivoTaL perspective 64 GATEWAY DRIVE 64 GATEWAY DRIVE, NOOSAVILLE CUL-DE-SAC DETAIL AS SHOWN] A1
AND SECTIONS
‘Drawing Number
18556 -C111
ene 10 WAR STREET os engineers managers a
ciscutercomivcion mew | ® [1000.10] TSSUED FOR APPROVAL MRP. OL APPROVAL ver Dayar a
fecatacommae”" "pect nate Revision Desa ToToT Beam peer mon ene 11 of 23 c
Page 4
INSTALL WHEEL STOP IN
[ACCORDANCE WITH AS28901 (TYP,
LEGEND
PROPERTY BOUNDARY
EXISTING KERB
- INSTALL WHEEL STOP IN
ACCORDANCE WITH AS2890.
1
! \
| |
| I
| \
| |
| 7 |!
FFL S645 3 3 2 2
| FFLS.645 FFL 5.645 fo 14 12 13 14 15 16 17
| resin | rsa | pruazo | erica 1 rruaaoo | pruawoo | ertaaon
| 2724 x |
MVP. “ +
| ©
| 2
cuRo 1s | [a7] 5
! nb roma NO|. A P
| 3
| EXIT 5
i e ws + w
| FFL5.665 INSTAL —_ [24 | Li
| DISABLED vp, | | | @
| ‘SYMBOL — zs
5
| FFLS.645 62 24 ¢ | Pl ] | | 2
| Tu [| lg
| 8
| a
| FFLS 64S al 1 ot 2 So
\ Th
! | fa
| 2 1 1) oh TO) =| Pre.
| FFLS.645, FFL5.800 = S) ul |
Po a FFs rresa0 Bi
INSTALL WHEEL STOP IN FFLE.200 FFL5.200
ACCORDANCE WITH AS2890.1 (TYP,)
\Y
\
ry
ly
I |
|
1 |
) | |
1 |
1d
rol | I
/ |
1 |
iol i 1
NOOSA COUNCIL
APPROVED PLAN
OPW19/0203 13 DEC 2019 0 8 tom
Scale 1:200 @A1
Scale 1:400 @A3
carne 6 aa Cos 7 Sam Tata Fam aia ie Tae ere
Minor torch ney PIVOTAL PERsPEcTIVe —_ 64 GATEWAY DRIVE. MAP DR 64 GATEWAY DRIVE, NOOSAVILLE SIGNS AND PAVEMENT AS SHOWN] A1
Seating Seow sincer [PTY LTD MK. OR, MARKING LAYOUT PLAN Drawing Naor
Ste NOOSAVILLE, OLD #588 Drreyyows 8072" a ee SHEET 1 OF 2 18596 - C115
Eescmasetpses, [ofa sTonmaren arenes ca es Sy Dale wwe ate sonrosnanioen +o 2 eo a @ Soa aoa
sites" "I Revt pate |Reviton Descipton Drawn i Gof enn Se 15 of 23 c
Page 5
LEGEND
PROPERTY BOUNDARY
EXISTING KERB
- INSTALL WHEEL STOP IN
INSTALL WHEEL STOP IN
[ACCORDANCE WITH AS2890.1 (TYP, 1 ACCORDANCE WITH AS2890.1
18 19 20 21 22
FrLasoo | FFLA.00 ] FrLaoo0 | FrL4o00 FFL¢.000 3
2 24) = 2I, FFL4.000
T 2
“og
I wa 24
a ae gy Paton
7 03 | | Is o 25
| i | | | *e | ‘3 Wg 4 PT) ae 3,
12
62
4
Is
Ea
FOR CONTINUATION REFER SHEET C115
{2 ft 24| 24 | 27
s| 271241 24 | 06 48
| [ fd | | |) 42 a
37 36 35 4 33 LI lt alt 34 a» [La
rac | rien | pro | entice | enn faces | seen
© 3 4 29 2 7
praia ede rao vib “
INSTALL WHEEL STOP IN _
[ACCORDANCE WITH AS2890.1 (TYP, _-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0203 13 DEC 2019 0 4 8 tam
‘Scale 1:200 @At
Scale 1:400 @A3
anor RCE aa om am ra ae ea aa
pght accordance with the PIVOTAL PERSPECTIVE 164 GATEWAY DRIVE Mie oR 64 GATEWAY DRIVE, NOOSAVILLE SIGNS AND PAVEMENT [AS SHOWN] A1
Seat a PLANNING CONSULTANT PTY LTD MK. DR MARKING LAYOUT PLAN Drawing Number
Ste NOOSAVILLE, OLD #588 D’Revyo.os 8072." a ee SHEET 2 OF 2 18556 - C116
wollcasic”""" [Real Date [Revision Description Draws een Po—1.08.19 mon eo 16023 | C
Page 6
5
2.7
SUBSOIL DRAIN CLEANOUT PVC PIPE AND
PROVIDE CONCRETE COVER OVER PIPE.
W
CONNECTOR CLEANOUTS AT HEAD OF SUBSOIL
TO
REFER LONGITUDINAL SECTION.
DRAIN. (CLEANOUTS TO BE NON SLOTTED)
I.O. CAP. EXTEND 150mm ABOVE
EXTENDED DETENTION
5
2.7
BIO-RETENTION BASIN SURFACE. YELLOW SHADING INDICATES THE LOCATION OF THE
MP
MISTAKENLY POURED SLAB (TO REMAIN : RL 2.30)
RA
INSTALL LOCKING CAP AS PER
NOTE: IPWEA STD DRG WSUD-003
FIX GEOTEXTILE TO UTILISE STARTER BARS FROM EXISTING SLAB
HANDRAILS TO BE PROVIDED
2
2.0
2.8
STORMWATER PIT AS PER FOR THIS SECTION OF BLOCKWORK WALL
0
0m
MP
TO RAINGARDEN PERIMETER
2.4
IPWEA STD DRG WSUD-001
RA
MP
100mm
0.2
RA
0m
0
2.4
FLOW BLOCKWORK WALL Ø600 OUTLET PENETRATION THROUGH WALL
MP
150
TOP OF WALL AS KERB
2.5 5
RA
FOOTING TO SERVE
W 2. 7
HW 3.6
5
TO OW
REFER LANDSCAPE 6/7 AS BASE OF SW PIT m
0m
T
CO W
1.2
ARCHITECT'S DRAWINGS HW ID
VARIES
E
FOR SURFACE VEGETATION 4.8 2/8 OV
0m E RF
STORMWATER L
FILTER MEDIA LEVEL OW
PIT
FI1/8 W
EI
REFER PLAN R
VARIES
REFER
PLAN
5
2.7
FILTER MEDIA LAYER
W
TO
RETAINING WALL TYPE 'RW3'
2.7 5
W 2.5
REFER STRUCTURAL DRAWINGS
5
END CAP
TO OW
100
TRANSITION LAYER FOR DETAILS
T
300
DRAINAGE LAYER SLAB LEVEL / FOOTING LEVEL
REFER PLAN
200
COMPACTED SUBGRADE INTERFACE WITH BUILDING WORKS. OU 6.4
'Y' BRANCH REFER STRUCTURAL DRGS FOR DETAILS. TE 0m
100Ø SLOTTED uPVC PIPE WITH 1.5-2mm
R
OT m
ED
G
FO .40
SLOTS (1.5m MAX CTRS, 0.5% MIN. GRADE)
IN
100Ø SLOTTED uPVC PIPE WITH 1.5-2mm SLOTS GE
1
(1.5m MAX CTRS, 0.5% MIN. GRADE) OF
BU
EX ILD
REFER TO STRUCTURAL DRAWINGS FOR SLAB AND RETAINING WALL DETAILS STORMWATER PIT PENETRATES TE IN
RI G
26
RAINGARDEN BASE SLAB. STORMWATER OR RE
REFER STRUCTURAL DRAWINGS. OUTLET PIPE OF TA
BU ININ
ILD G
IN W
TYPICAL SECTION - RAINGARDEN TYPICAL ELEVATION - RAINGARDEN G ALL
5
FO
2.7
SCALE 1:20 SCALE 1:20 O
W
FFL.4.00
TI
TO
NG
5m
0.3
0 CO
SW
CO
1
FO .40
TOW 5.33 OT m
TOW 5.34 IN
G
SW
CO
5m
S
5.3
1.0
m
SW
PROVIDE Ø150 PVC STUB IL 4.96 WITH
/1
ER
WS
FI1
D50=200mm DIA. ROCK (400mm THICK) MH2/1
SE
PROVIDE 11 x 200mm GAPS IN
ON BIDIM A44 GEOFABRIC AT OUTLET.
NG
KERB WITH 1.5m SEPARATION PROVIDE Ø300 PVC STUB IL 2.40 WITH
TI
EX S
REFER HYDRAULIC DRAWINGS. D50=200mm DIA. ROCK (400mm THICK)
IS
SW
TOW 5.35
5
TOW 5.31 ON BIDIM A44 GEOFABRIC AT OUTLET.
2.7
W
REFER HYDRAULIC DRAWINGS.
TO
S
TOW 5.55
SW
CO
TOW 5.35
S
TOW 5.89
CO FILTER MEDIA AREA 55 m²
SW
TOW.5.31 CO W RAINGARDEN 3 DETAIL FILTER MEDIA LEVEL RL 2.400 m
SHAPE TOP OF WALL TO SCALE 1:50 FILTER MEDIA DEPTH 0.400 m
MATCH SWALE SHAPE CO
200 W FOOTING LEVEL (TOP) RL 1.600 m
SW
CO
PROVIDE 5 x 200mm GAPS
TOW 5.81 W IN KERB EVENLY SPACED
MH2/19 CO
SW
W
TOW 6.00 TOW 4.81
W
BIO-RETENTION BASIN NOTES:
SW
PROVIDE Ø225 PVC STUB IL 4.96 WITH PROVIDE 3 x 200mm TOW 5.95
CO W CO FILTER MEDIA SHALL BE SUPPLIED IN ACCORDANCE WITH WATER BY DESIGN BIORETENTION
D50=200mm DIA. ROCK (400mm THICK) GAPS IN KERB WITH
ON BIDIM A44 GEOFABRIC AT OUTLET. 1.5m SEPARATION TOW 4.65 GUIDELINES SECTION 4.3.1. THE FILTER MEDIA SHALL BE PLACED AND LIGHTLY COMPACTED.
SW
REFER HYDRAULIC DRAWINGS. W THE FILTER MEDIA SHALL COMPLY WITH THE FOLLOWING:
CO MEDIA: SHALL BE A SANDY LOAM OR APPROVED EQUIVALENT WITH
HYDRAULIC CONDUCTIVITY OF OF 180mm/h AND BE FREE FROM
SW
CONSTRUCT 1350 DIA. MANHOLE OVER W
FI1/5 RUBBISH AND DETRITUS MATERIAL.
EXISTING 1050 DIA. STORMWATER PIPE
E.504189.924 N.7079274.9413 FSL.5.26 TOW 5.10 PARTICLE SIZE TYPICAL SOIL COMPOSITION WOULD BE:
W
CO TOP OF RAINGARDEN WALL TO BE CLAY 5 - 10% SILT <30% SAND 50 - 70%
SW
G1/19 FLUSH WITH TOP OF KERB (TYP.) ORGANIC CONTENT ACCEPTABLE RANGE BETWEEN 5% & 10% MEASURED IN
EXISTING STORMWATER PIPE W G ACCORDANCE WITH AS 1289 4.1.1.
PENETRATES RAINGARDEN. REFER TOW 6.17
TOW 5.01 pH 6.0 - 7.5. SILICEOUS MATERIAL MAY BE LOWER.
SW
STRUCTURAL DRAWINGS FOR DETAILS. W
PROVIDE Ø225 PVC STUB IL 4.16 WITH
TRANSITIONAL LAYER SHALL BE WELL GRADED SAND OR COURSE SAND WITH A HYDRAULIC
D50=200mm DIA. ROCK (400mm THICK)
CONDUCTIVITY OF 180mm/hr.
W ON BIDIM A44 GEOFABRIC AT OUTLET.
0 0.4 0.8 1.2m THE GRADING SHALL COMPLY WITH THE FOLLOWING CRITERIA:
SW
REFER HYDRAULIC DRAWINGS.
% PASSING 1.0mm 100%
Scale 1:20 @A1
NOOSA COUNCIL 0.7mm 80%
FILTER MEDIA AREA 33 m² FILTER MEDIA AREA 14 m² 0.5mm 8.4%
0 1 2 3m RAINGARDEN 1 DETAIL FILTER MEDIA LEVEL RL 4.960 m APPROVED PLAN RAINGARDEN 2 DETAIL FILTER MEDIA LEVEL RL 4.150 m DRAINAGE LAYER SHALL BE A WELL GRADED COARSE SAND SCREENINGS (2mm OR 5mm)
SCALE 1:50 FILTER MEDIA DEPTH 0.500 m SCALE 1:50 FILTER MEDIA DEPTH 0.500 m
Scale 1:50 @A1 SLAB LEVEL (TOP) RL 4.060 m OPW19/0203.03 9 FEB 2024 SLAB LEVEL (TOP) RL 3.250 m
PLANTING PALETTE
AND SHALL HAVE A MINIMUM HYDRAULIC CONDUCTIVITY OF 3600mm/h.
AS PER LANDSCAPE PLANS
Scale 1:100 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to G 25.01.24 RAINGARDEN 1 REDESIGN FOR G1/19 SDP M.K.P. D.R.
copyright in accordance with the
F 25.11.20 RAIN GARDEN 3 REDESIGN & EXTRA DETAILING JF
PIVOTAL PERSPECTIVE 64 GATEWAY DRIVE Designed Verified
64 GATEWAY DRIVE, NOOSAVILLE STORMWATER DRAINAGE AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's E 02.03.20 RAINGARDENS 1 & 2 JF
PLANNING CONSULTANT PTY LTD M.K.P. D.R. RAIN GARDEN DETAILS Drawing Number
client. This drawing shall only be
D 10.01.20 AMENDED AS CLOUDED JC 4/59 MARY STREET
used for this specific project.
C 03.12.19 STORMWATER AMENDED M.K.P. NOOSAVILLE, QLD 4566
Approved
D REYNOLDS
RPEQ No
9072
RP DESCRIPTION: LOT 13 ON SP170295 18556 - C117
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA COUNCIL
This drawing shall not be used B 04.11.19 STORMWATER AMENDED M.K.P. Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL: 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 HORIZ DATUM: LOCAL
A 10.09.19 ISSUED FOR APPROVAL M.K.P.
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 25.01.24
ROL APPROVAL:
OPW APPROVAL:
VERT DATUM: AHD
RL DATUM: PSM 13296 MEASUREMENT BAR - INCREMENTS IN mm
17 of 24 G
Page 7
STRUCTURE SJ} 5 5 5 $ g 2 5 NAME | 3 SF SUF a 7 3 g q zl Z| 2 y Z y 3 | af af og] yg a STRUCTURE z e | | Q 3 z B | DESCRIPTION = 3 s g 2 3 5 e g J | J 7 8 3 gy | g — aoa. v / PIPE SIZE (mm) 3000 3000) 3008, 3750. 1500) 2008) PIPE CLASS 2 2 2 2 pve 2 PIPE GRADE (%) 0.50% 0.50% 0.50% 0.50% 248% 054% SRESLOPE TOM Tee par at ta FULL PPE VELOCITY (is on | or | oo | iv 0 PART FULL VELOCITY (mis) 10 0 188 var 192 DATUM RL 9.0. 80 9.0. H.G.LIN PIPE & ae Se as ale g as 5 8 8 W.S.E IN STRUCTURE PIPE FLOW (Comers) caro | com | aos | ote oat ose Ar GRADE (comecs) cos | oom | oom | xz zt oor DEPTH TO INVERT Foss IS Js Se ese Fo INVERT LEVEL 8 ss se ge as & 38 g 8 OF DRAIN DESIGN SURFACE gz gl a g 3 g g & E LEVEL ge ee 2 @e ale alg ge SETOUT se gle sled SS alg ae COORDINATES ge IB S|E SB IE ale ge 8 3 3 3| 3 3 3 z ICHAINAGE a ra F) rose 3 19000 8] 452 3 a tea 3 5] ssn 4 LINE 2 3217 2.182 2700 NTO7E275.549 NOOSA COUNCIL APPROVED PLAN OPW19/0203 13 DEC 2019 OC TYPICAL MANHOLE SETOUT SCALE © vevores serourront TYPICAL HEADWALL SETOUT SCE TSO © venores serour pont = TYPICAL FIELD INLET SETOUT SOME 150 © owvores serourrowt No FACE OF KERB UP OF CHANNEL TYPICAL LIPIN LINE GULLY SETOUT SCALE TSO © enotesserour pont Note THE CONTRACTOR IS RESPONSIBLE TO ENSURE GULLY PITS ARE LOCATED CORRECTLY IN RELATION TO THE KERB AND CHANNEL TO COUNCIL STANDARDS 1 jm HORIZ: ———— ‘Scale 1:500@A1 Scale 1:1000 @A3 0 1 2 3m VERT: (mam — Scale 1:50 @A1 Scale 1:100 @A3 ToS CES Tian Ta Tanee Fae Dannie Tale Trans Sine PivoTaL perspective 64 GATEWAY DRIVE MAP. OR 64 GATEWAY DRIVE, NOOSAVILLE STORMWATER DRAINAGE |as SHOWN! A1 ton Te toga oe Seow sincer |PTY LTD MAP. OR LONGITUDINAL SECTIONS | Joavrgnanvor eee soete ee | esaara SToRRTATER NORD THF] NOOSAVILLE, OLD 4566 rReryoLDS Sora SRT LoTR rT SHEET 1 OF 3 18556 - C118 pecan, [er percal noanretaoe ae edi a examen omen vouomanccn Se aa cnc” ""” Rev Date [Revision DesCnDUOT Draw Dob 13 oe ee 180f23 [| C
Page 8
G1/12
G2/12
G3/12
G1/16
G2/18
G1/19
EX3/18
MH2/19
G4/7
G3/7
STRUCTURE
NAME
GULLY PIT 900 x 600
GULLY PIT 900 x 600
GULLY PIT 900 x 600
GULLY PIT 900 x 600
GULLY PIT 900 x 600
GULLY PIT 900 x 600
EXISTING MANHOLE
GULLY PIT - 2.4m LINTEL
GULLY PIT - 2.4m LINTEL
BUILT OVER EXISTING Ø1050 PIPE
1350mm DIA MANHOLE
STRUCTURE
DESCRIPTION
NATURAL SURFACE DESIGN SURFACE
Q10 HGL
PIPE SIZE (mm) 300Ø 300Ø 375Ø 300Ø 375Ø 375Ø
PIPE CLASS 2 2 2 2 2 2
PIPE GRADE (%) 1.02% 0.71% 1.65% 4.66% 0.62% 2.88%
PIPE SLOPE (1 in X) 1 in 98 1 in 141 1 in 60 1 in 21 1 in 161 1 in 35
FULL PIPE VELOCITY (m/s) 1.38 1.15 2.04 2.95 1.25 2.70
PART FULL VELOCITY (m/s) 0.88 0.82 1.37 1.59 1.27 1.20
DATUM RL -3.0 -3.0 -2.0 -2.0
3.285
3.276
3.274
3.272
3.270
3.259
3.258
3.141
3.358
3.344
3.344
3.323
4.872
4.709
4.705
4.310
4.306
4.109
H.G.L IN PIPE &
W.S.E IN STRUCTURE
PIPE FLOW 0.010 0.012 0.027 0.012 0.074 0.009
(Cumecs)
PIPE CAPACITY 0.098 0.081 0.226 0.209 0.138 0.298
AT GRADE (Cumecs)
0.913
1.010
1.030
0.870
0.890
0.905
0.980
1.020
0.860
0.965
1.360
1.608
2.625
1.500
1.200
DEPTH TO INVERT 2.010
2.960
2.750
2.730
2.670
2.650
2.595
2.520
2.930
2.775
2.670
4.350
4.330
3.313
4.240
4.060
3.250
INVERT LEVEL
OF DRAIN
3.873
3.760
3.540
3.500
3.950
3.635
5.710
5.938
5.740
5.260
DESIGN SURFACE
LEVEL
E 504342.022
E 504323.293
E 504317.239
E 504317.769
E 504291.374
E 504291.905
E 504189.983
E 504186.775
E 504195.189
E 504189.924
N 7079238.645
N 7079247.126
N 7079253.031
N 7079256.315
N 7079257.211
N 7079260.495
N 7079254.026
N 7079254.292
N 7079271.582
N 7079274.941
SETOUT
COORDINATES HORIZ:
0 10 20 30m
Scale 1:500 @A1
NOOSA COUNCIL
0.000
0.000
3.327
0.000
3.219
0.000
6.246
20.559
29.017
32.343
Scale 1:1000 @A3
CHAINAGE 20.559 8.457 3.326 3.327 3.219 6.246
APPROVED PLAN 0 1 2 3m
OPW19/0203.03 9 FEB 2024 VERT:
LINE 12 16 18 19 G
Scale 1:50 @A1
Scale 1:100 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to G 25.01.24 LINE 18 SEPARATED INTO LINES 18 & 19 SDP M.K.P. D.R.
copyright in accordance with the
F 02.06.21 PITS G3/7 & G4/7 (FSL & DEPTHS) JF
PIVOTAL PERSPECTIVE 64 GATEWAY DRIVE Designed Verified
64 GATEWAY DRIVE, NOOSAVILLE STORMWATER DRAINAGE AS SHOWN A1
agreement between Tod
Consulting pty ltd (tc) and tc's E 25.11.20 LINES 12 & 16 UPDATED JF
PLANNING CONSULTANT PTY LTD M.K.P. D.R. LONGITUDINAL SECTIONS Drawing Number
client. This drawing shall only be
D 02.03.20 LONG SECTIONS UPDATED JF 4/59 MARY STREET
used for this specific project.
C 03.12.19 STORMWATER AMENDED M.K.P. NOOSAVILLE, QLD 4566
Approved
D REYNOLDS
RPEQ No
9072
RP DESCRIPTION: LOT 13 ON SP170295 SHEET 2 OF 3 18556 - C119
Noosa: 07 5449 9600 LOCAL AUTHORITY: NOOSA COUNCIL
This drawing shall not be used B 04.11.19 STORMWATER AMENDED M.K.P. Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date MCU APPROVAL: 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 HORIZ DATUM: LOCAL
A 10.09.19 ISSUED FOR APPROVAL M.K.P.
'issued for construction' in the
revision description. Rev Date Revision Description Drawn
[email protected] www.todconsulting.com
ABN 39 128 805 336 25.01.24
ROL APPROVAL:
OPW APPROVAL:
VERT DATUM: AHD
RL DATUM: PSM 13296 MEASUREMENT BAR - INCREMENTS IN mm
19 of 24 G
Page 9
STRUCTURE 3 Sp aq sp SSS a ofS] fs a gs gg ¢e 3 gg 2 gs & =| 3g 2} og = § 2s 2 = Ss al 8 S| p ps as £ S| 3 =| 3 =| 8 =| sl a me j “ * i “3 NOOSA COUNCIL 3g 2 2 2 2 2 2 a 3 g 8 g 8 3 g g a a s # Ef 8 § a] Og a] o£ alg Ee ee APPROVED PLAN a ee ele s} HOE J 4 3 OPW19/0203 13 DEC 2019 STRUCTURE Z 8 3 8 8 t Z Zz 3 3 E e 5 DESCRIPTION qi g zg a 3 3 5 > a . al 8 Dest sue crow. C74 = | | E vasa era 5 PIPE SIZE (mm) 2250 2250 2250 2250 2250 2250) 3000 1500 2250) 3000 3750 3750 PRECISE eit Rt eit it re Re Re PIPE GRADE (‘4) 145% 145% 145% 10% 118% 1.06% 050% 1.00% 1.00% 271% 9.50% 062% SPESLOPE Ln ia tee oe LL wits ws Ha a FULL PIPE VELOCITY (rv/s) 13 13 4 13 423 sa gor i 413 225 412 425 PART FULL VELOCITY (ns) ee 1 ea 18 tt if ty DATUM RL 10.0 -10.0 9.0 -10.0 9.0 H.G.L IN PIPE & ae e B 5 e SB Sls SIS ae 5 2/5 5 ee 38 aie 5 W.S.E IN STRUCTURE PIPE FLOW os | ont oss asso | aos | cose | ones oats osas ona ome | oar (Cumecs) PIPE CAPACITY 0.054 0.054 0.054 0.054 0.049 0.046 0.068 0.018 0.045 0.189 0.126 0.138 |AT GRADE (Cumecs) DEPTH TO INVERT Ae OE 2 SS se : 3 : : a a § INVERT LEVEL B SB SIS 72 38 Se BR AR eB 8 S 3s Bae Ese SB OF DRAIN DESIGN SURFACE 3 5 g 5 5 5 Q g 3 3 3 § gl a 3 5 3 LEVEL ye SER 38 e se Se oe ae ae ae a8 Be Se ge ge GS COORDINATES qe SB ale ae ee e ae ae ae SB ae ae ae ae 8 ws wie wile we = ule ws whe “le ule “le whe wl ules wl ule 2 HoRIz: ° 10 20 30m 3 8 g 3] 3 3 Z| g 3 3 2 3| 3 5 3 3 g Scale 1:500 @A1 CHAINAGE S| 100 “| aren BI ses So as02 S190 3] 1432 B] 1383 Ss} 1.380 * a S| aa 8 =] rst a] 3218 | Scale 1:1000 @A3 ot 2m VERT: (pmsl LINE 13 14 15 16 18 Ser 1 Gm Scale 1:100 @A3 prota. penspzcrve 64 GATEWAY DRIVE -— Mie. OR 64 GATEWAY DRIVE, NOOSAVILLE STORMWATER DRAINAGE |as sHOWN| A1 owe Street PTY LTD MAKP. DR LONGITUDINAL SECTIONS _ [oawing number a STORMNTATERVENOES TEE] NOOSAVILLE, QLD 4566 eros og ash Tareicarnon orsau ar SHEET 3 OF 3 18556 - C120 evcoiarndeesect, | _pertsa stomwaren aweNeo Eee sere ate weviopnova Meu tees senonnanoca, Sot Reva jesoewpen”""” [Revi pate [Revison Descibton Dawa obese 13 oe aoe 200123 |
Page 10
S DRAWING SCHEDULE
10500
19269 CD-001 COVER SHEET
1500
1500
0
00
10
19269 CD-100 LANDSCAPE PLAN - SHEET 1
SW
3000
3000
10100
3000
00
S
15
SW SW SW SW
0
19269 CD-101 LANDSCAPE PLAN - SHEET 2
00
10
00
SW
30
19269 CD-200 REVEGETATION SCHEDULES
7 19269 CD-201 PLANTING SCHEDULES
SW
FFL.5.645
8
SW
SW
9 16 17 18 19 20 21 22
FFL.5.645 FFL.5.645 10 11 12 13 14 15 19269 CD-202 LANDSCAPE NOTES
FFL.4.000 FFL.4.000
SW
FFL.4.000
S
FFL.5.200 FFL.5.200 FFL.5.200 FFL.5.200 FFL.5.200 FFL.4.400 FFL.4.400 FFL.4.400 FFL.4.400 FFL.4.400 23
FFL.4.000
19269 CD-300 LANDSCAPE DETAILS
SW
SW SW SW SW SW SW SW SW SW SW SW
SW
FFL.5.645
6 SW E
S
SW
SW
Amendments:
SW
SW SW SW 24
· Bio Retention Access
0
00
FFL.4.000
5
10
W W
SW
FFL.5.645
SW SW SW SW SW SW
00
SW
40
S
SW W W
SW
4 25
SW FFL.4.000 26
FFL.5.645 SW
0
FFL.4.000
00
10
SW
SW
SW
3 SW W
W
T SW
S
8400 1500
FFL.5.645
SW
SW
SW 27
T FFL.4.000
SW
2 1 35 34 33 31 30 3100
FFL.5.645 FFL.5.800 37 36
40 39 FFL.4.400 FFL.4.400 FFL.4.400 FFL.4.400 FFL.4.000 FFL.4.000
S
FFL.4.400
2000 E FFL.5.200 FFL.5.200
T 2000 29 28
42 41 32
SW
E
W
2000
FFL.5.200 FFL.5.200
38 FFL.4.400
FFL.4.000 FFL.4.000
9900 6000 FFL.5.200
S S S S E
SW
T GATEWAY DRIVE
SW
S
W
E
SW
E
SW
SW
T E W T
SW
SW
S
E
W
SW
T E
S
E
T E W
S
E
T E W
S
E
W
-
NOOSA COUNCIL
APPROVED PLAN
OPW19/0203 14 JAN 2020
Revision Date Amendment Drawn Checked
APPROVAL ONLY
COVER SHEET NOT FOR CONSTRUCTION
A
B
C
28.08.2019
28.08.2019
13.11.2019
Preliminary - For Discussion
For Approval
RFI Resposne - For Approval
AL
AL
AL
CS
CS
CS
CD-100 scale: 1:400@A1; 1:800@A3 D 10.01.2020 RFI Resposne - For Approval AL CS
E 13.01.2020 RFI Resposne - For Approval AL CS
64 Gateway Drive, Noosaville
NORTH
JOB NUMBER: 19269 CLIENT NAME: AFT 64 GD Trust
The text continues on page 11.
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