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Approved Plans OPW21-0255
Plans and drawings
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Hl 7
SETOUT TABLE INSTALL boan Eo REMOVE AND REPLACE EXISTING CROSSOVER
No. EASTING NORTHING LIP FROM INVERT TO MEET 85th PERCENTILE VEHICLE 0.30 CLEAR TO 40mm PVC TELE CONDUIT
OF CHANNEL REQUIREMENTS PER IPWEA-RS-049 & 050 WITH 400mm COVER & 100mm SEPARATION
1 641.338 $13.750 TO ENERGEX. ENERGEX CONDUIT TO BE 50mm
2 686.265, 610.948 s = HD ELECTRICAL CONDUIT 10
3 687.688 610.416 Ss ! a \ SP298773
4 689.382 609.778 >= / BaP | #2
5 690.050 609.528 S IS Re CONCRETE CHANNEL PER ADJACENT
6 692.808 609.616 LE , Ss & SS 1 TYPICAL DRIVEWAY DETAIL
7 693.913 612371 “ag, 328 /8 1
8 690.654 612505 * fi
9 688.142 613.223 Io ay
10 689.623 614,892 aye pa
iW 691.428 614.127 S)
¥
12 687.018 609.072 &
13 688.755 608.416 H >
14 680.099 594.702 §
15, 678.998 591.747 & 3
16 680.092, 591.339 Py iq
7 681.208 594,289 iy 2
as =
REMOVE AND REPLACE cl s Ses
> Ws:
FOOTPATH PER IPWEA-RS-065 TO S __[ic5m WIDE EASEMENT FOR aa z yy v
MATCH NEW DRIVEWAY LEVELS / ° +17 |_ ACCESS & SERVICES ° 0.30 CLEAR TO 0082 PEI00 PNI6
. 4 | WATER SERVICE BLUE STRIPE_0.3 COVER
3 x 45L STREET TREES TO NC ; an \
LANDSCAPE SPECIFICATION & t
eA SETAILON PUAN OS ! > ' LEGEND = EXISTING SERVICES LEGEND — PROPOSED SERVICES
BOUNDARY
J fe i NEW CONCRETE DRIVEWAY N32 CONCRETE 125mm
/ RY. EASEMENT | THICK TO RS~049 & RS-050 WITH 75mm
1 Leee yes psy BULDING SUB-BASE GRAVEL IF SUB~GRADE LESS THAN CBR6
I
/ / rrwrrwwrrrwwrrwww—_CONCRETE a NEW 600x600 RW PIT WITH GRATED LID
it
° ys p D ORANGE SW— _NEW DNI50 PVC RRU STORMWATER PIPE
} i! EDGE OF BITUMEN
/ x FENCE NEW TOPSOIL 75mm THICK WITH FERTILISER
/ & ROLLED B GRADE WINTER GREEN TURF.
/ DRAINAGE. CHANNEL MAINTAIN: UNTIL ON. MAINTENANCE
/ a —— -- ——__--—_ tra
/ [}—- £. ———__ ew ELECTRICAL/TELE PILLAR WITH CONDUIT
r > 5 \ CONTOUR MINOR REFER TO TYPICAL CROSS SECTION, TYPICAL
RP20230! —----- + 409-5- CONTOUR MAJOR [EBB sc —sc —— new water weTER WH SERVICE REFER
(Existing Desctiption) OVERHEAD POWER TO NCA. CROSS SECTION, TICAL
- g fip DRIVEWAY CENTRELINE REFER 10
\ DN150 AC SEWER PLAN 03 FOR SETOUT TABLE
\ DN100 AC SEWER RISING MAIN DN300 BOULDERS OVER A34 GEOFABRIC
DN100 AC WATER MAIN AS RETAINING WALL
a roposed \ w w
T T TELSTRA
INSTALL 6mm 2 = Lot 20 ree yereR JOINT LEGEND:
HIGH LIP FROM 1 \ og SAWN JOINT TO DETAIL ON IPWEAG RS-065
INVERT OF 1 ~~) 1 HYDRANT DEJ = DOWELLED EXPANSION JOINT TO DETAIL ON IPWEAQ RS-065
CHANNEL 1 wR me \ Ed = PATHWAY WIDENING/JOINING TO DETAIL ON IPWEAQ RS-065
I \ TELSTRA PIT
* !
Khe I > POWER POLE
% ! wail TREE NOOSA COUNCIL
} APPROVED PLAN
fe - NS107.487 NATURAL SURFACE LEVELS
/ ~ OPW21/0255 15 OCT 2021
ae sy
/ ~~ [820 9p 3.08 $$ 0.75 0
iy / > 5 aL ae 0.30
// 4 <2.5% — t+
Survey Control AHDD — 1 z ObaT PEI00 PAT
( Point [Easting [Northing [Elevation [Code N12 TRIMMER BAR, 50 CLEAR b WATER SERVICE BLUE
J 19 __|717.393_|716.678 | 107.206 | OPSMI116146 8 STRIPE 0.3 COVER
20 [669.801 [555.146 | 109.841 _| OBOLT NB? CONCRETE s
i ee Zam CTE COUT WIN em} —o Han concer SENT SEER
ae eee OO GNERENCINOUT 10 Be Se 4 TYPICAL DRIVEWAY & SERVICE LOCATION SECTION [piece Tmancars
nm
ELECTRICAL CONDUIT ee LIELESS THAN CBRE
/ SCALE 1:25 (A3)
JOINS PLAN 2102-03
4 Callaghan & Toth )
Civil, Environmental &
Hydraulic Engineers
1.16/90 Goodchap St NOOSAVILLE
PO. BOK 2305
i) NOOSA HEADS 4567
Ph: 54749081
= worn callaghonondioth.com.ou
designed [ADT] dotum AHO DERVED
drawn, MP . PM 116146
checked [MP | Origin (BM) _RL_107.206
approved
SURVEYED
PHONE (07) 54412188
project
LOT RECONFIGURATION
18 PEARSONS ROAD
COOROY Q. 4563
a |
———.
Client
WALKER COLEMAN P/L ATF
CD)
title
SETOUT PLAN 1 OF 3
LD
(FD
LOT 5 on RP202304
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
|
SCALE
0 1,25 25 3.125 Miers 6.25)
Scale SCALE SHOWN IS ORIGNAL DRANG SCALE
1:125 (A3) 00 _NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED
REVISIONS,
Foe]_revision details date
‘A | FOR APPROVAL 05/21
B [FOR OPW APPROVAL (08/21
R J
FILES
COMPUTER DIRECTORY
XWOBS\CT PRO_N PROG\2102
FOR APPROVAL
Sheet 2 of 8 sheets
‘drawing number
2102-02
date AUGUST 2021
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Page 2
CONCRETE CHANNEL PER TYPICAL
DRIVEWAY DETAIL ON SHEET 2102-02
10
SP298773
INSTALL DN300 BOULDERS OVER
‘A34 GEOFABRIC AS RETAINING
WALL FROM CH20 TO CH43
DN150 PVC RRJ SW PIPE
S=11%
17
$P298773
NEW 450x450 RW PIT
WITH GRATED LID
GL108.95,
1108.35
4 Callaghan & Toth )
Civil, Environmental &
Hydraulic Engineers
1.16/90 Goodchap St NOOSAVILLE
PO BOX 2305
i) NOOSA HEADS 4567
Ph: 54749081
www callaghonandtoth.com.cu
CH45.57
DRIVEWAY SETOUT TABLE
CHAINAGE | EASTING | NORTHING HEIGHT,
0.000 683.466 613.601 109.848
5.000 688.145 611844 109.877
7.357 690.352 611.016 109.952
10.000 692.993, 610.908 110.082
15.000 697.989, 610.702 109.928
20.000 102.984 610.496 109.771
25.000 707.980 610.291 109.725
30.000 2.916 610.085 109.680
35.000 1972 609.880 109.450
40.000 122.961 609.674, 109.180
45,000 721.963 609.468 109.018
45.572 728.535 609.445 109.000
RW:
Rw:
EX. rootpatt >
TOPSOIL TO TWICE DEPTH
WATER CRYSTALS AS PER
MANUFACTURERS SPECIFICATIONS
(AVOID PLACING UNDER ROOT BALL)
5
RP202304
(Existing Description)
Proposed
Lot 20
OF ROOTBALL
ELEVATION
/
ROOT
Rw
EMT
STREET TREE 45 UTRE
BAG SIZE AT PLANTING
WITH CLEAR TRUNK.
(NATSPEC COMPLIANT)
STAKE TREES AS PER
LANDSCAPING CODE, ITH
‘3 HARDWOOD STAKES.
DRIVE INTO SOIL CLEAR OF
ROOTBALL OF TREE. TIE IN
‘A FIGURE 8 AROUND TREE.
PROPERTY BOUNDARY
FASTENING INTO TIMBER CLEATS
BARRIER 900mm DEEP TO KERB EDGE
SLOW RELEASE FERTILISER AS PER MANUFACTURERS SPECIFICATIONS
STREET TREE PLANTING DETAIL
SCALE
— sc —st —sc
1.5m WIDE
DRAINAGE
EASEMENT
NEW 450x450 RW PIT
WITH GRATED LID] * x \x
GL109.00
1108.40
OPW21/0255 15 OCT 2021
NOOSA COUNCIL
APPROVED PLAN
PLAN VIEW
MULCH COVER TO GARDEN BED
75mm THICK
FLUSH WITH TOP OF KERB
150x50 HARDWOOD TIMBER(H4)
EDGING FASTENED WITH 14gx75
GALVINIZED HEX HEAD SELF
DRILLING FASTENER
STREET TREE 45 LITRE
BAG SIZE AT PLANTING
WITH CLEAR TRUNK.
(NATSPEC COMPLIANT)
designed [ADT] datum AHO DERIVED
drawn | MP. M 116148
pl
checked [MP __| Origin (BM) _RL_107.206
approved
PHONE (07) 54412188
project
LOT RECONFIGURATION
18 PEARSONS ROAD
COOROY Q. 4563
a |
———.
Client
WALKER COLEMAN P/L ATF
CD)
title
SETOUT PLAN 2 OF 3
LD
(FD
LOT 5 on RP202304
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
|
SCALE
0 1,25 25 3.125 Miers 6.25)
Scale SCALE SHOWN IS ORIGNAL DRANG SCALE
1:125 (A3) 00 _NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED
REVISIONS,
Foe]_revision details date
‘A | FOR APPROVAL 05/21
B [FOR OPW APPROVAL (08/21
R J
FILES
COMPUTER DIRECTORY
XWOBS\CT PRO_N PROG\2102
FOR APPROVAL
Sheet 3 of 8 sheets
‘drawing number
2102-03
date AUGUST 2021
Page 3
17
$P298773
DN150 PVC RRJ SW PIPE
Proposed
Lot 21
REMOVE POOL & FENCE TO LANDFILL & FILL DEMOLISHED
‘AREA BACK TO NATURAL SURFACE CONTOURS WITH CBR
>6 MATERIAL, PLACE IN MAX 200mm LAYERS AND
COMPACT TO 95% ROD. PROVIDE LEVEL 1
GEOTECHNICAL ENGINEER SUPERVISION REPORT.
PROVIDE TOPSOIL & TURF WITH 6 WEEKS MAINTENANCE
NOOSA COUNCIL
APPROVED PLAN
OPW21/0255 15 OCT 2021
EXISTING DN225 PVC RRJ SW PIPi
EXISTING RW PIT
600x600
GRATED LID
LL105.81
1105.08
NEW 600x600 RW PIT
WITH GRATED LID
GL105.95,
1105.20
106.6----
16 SP298773
=S= 2. =>
4 Callaghan & Toth )
Civil, Environmental &
Hydraulic Engineers
1.16/90 Goodchap St NOOSAVILLE
PO BOX 2305
\ NOOSA HEADS 4567
Ph: 54749081
www callaghonandtoth.com.cu
designed [ADT] datum AHO DERIVED
Grown _J MP PM 116146
checked [MP | Origin (B.M.) RL 107.206.
approved
PHONE (07) 54412188
project
LOT RECONFIGURATION
18 PEARSONS ROAD
COOROY Q. 4563
a |
———.
Client
WALKER COLEMAN P/L ATF
CD)
title
SETOUT PLAN 3 OF 3
LD
oF
LOT 5 on RP202304
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
|
|
SCALE
0 1,25 25 3.125 Miers 6.25)
a,
Scale SCALE SHOWN IS ORIGNAL DRANG SCALE
1:125 (A3) 00 _NOT SCALE FROM THIS DRAWING
USE ONLY DIMENSIONS PROVIDED
REVISIONS
Feel] revision detars Gate
| FOR APPROVAL 05/21
B [FOR OPW APPROVAL (08/21
KR J
FILES
COMPUTER DIRECTORY
XWOBS\CT PRO_N PROG\2102
FOR APPROVAL
Sheet 4 of 8 sheets
‘drawing number
2102-04
date AUGUST 2021
Page 4
85th PERCENTILE VEHICLE
PROVIDE 40mm HIGH LIP FROM INVERT OF CHANNEL
MATCH EXISTING FOOTPATH
WITH 25% CROSSFALL
NATURAL SURFACE
—_ Oo
\_ ee
DATUM RL 106.000
HORIZONTAL CURVES Hse can
VERTICAL GRADES 4% -7 ee 2.5% 4.9% -3.7% -0.9% 4.6% 5.4% -3.2%
DESIGN FINISH LEVELS} ~—- £3 8] 3/3] 8/8 glk g g 8 g
NATURAL SURFACE [ £/8| 8] 8/8) 8/8 a/8 g g 8 8
CHAINAGE als! elas 18 g
A3 HORZ SCALE 1:200
A3 VERT SCALE 1:200
DRIVEWAY CL - LONGITUDINAL SECTION
4 Callaghan & Toth )
Civil, Environmental &
Hydraulic Engineers
1.16/90 Goodchap St NOOSAVILLE
PO BOX 2505
i NOOSA HEADS 4567
Ph 54749081
= www callaghonandtoth.com.cu
designed [ADT] dotum AHO DERVED
Grown _J MP PM 116146
checked [MP | Origin (BM) _RL_107.206
approved
SURVEYED
PHONE (07) 54412188
project
LOT RECONFIGURATION
18 PEARSONS ROAD
COOROY Q. 4563
a |
———.
Client
WALKER COLEMAN P/L ATF
CD)
title
DRIVEWAY LONG SECTION
a,
oS
LOT 5 on RP202304
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
rs
SCALE: AS SHOWN
—— |
REVISIONS
Feel] revision detars Gate
| FOR APPROVAL 05/21
B [FOR OPW APPROVAL (08/21
KR J
FILES
COMPUTER DIRECTORY
XWOBS\CT PRO_N PROG\2102
NOOSA COUNCIL
APPROVED PLAN
OPW21/0255 15 OCT 2021
FOR APPROVAL
Sheet _7 of 8 sheets
‘drawing number
2102-07
date AUGUST 2021
Page 5
Centreline Data
X = 702,084
Y = 610.496 5 A 5
Z=109.771 - 25% 25% mL _
|
DATUM RL 109.000
DESIGN elalal oa o| ao
z/=/¢| 3 |
SURVEY 2) 8] &| & 2/2
8/8!18ie ele
OFFSET 8) 8/38) 8 3/3
Centreline Data
X = 697.989 . .
610.702 3 &
2) aink — -2.5% 2.5% Tir “
09.928 | AN ging
DATUM RL 109.000
Zlelclsle Sls
8) 5/5) 38/8 8/8
DESIGN s\slalals s/s
3] 8) 8) 8] e 28
&/ 5/8) 5/8 s/s
SURVEY z\s\alale a|\o
ejepeyefe ele
5] 8/8] 8le gle
OFFSET 8/8/38] 3]8 8/2
Centreline Data
NATURAL SURFACE
O
x
3
z
S
o
m
a
Centreline Data
BOY
Centreline Data
BDY
4 Callaghan & Toth )
Civil, Environmental &
Hydraulic Engineers
1.16/90 Goodchap St NOOSAVILLE
PO BOX 2305
\ NOOSA HEADS 4567
Ph: 54749081
www callaghonandtoth.com.cu
designed [ADT] datum AHO DERIVED
Grown _J MP PM 116146
checked [MP | Origin (B.M.) RL 107.206.
approved
5
2.5% 25% aint |
Z= 109.450 q
DATUM RL 108.500
s{sle]s A
DESIGN slalal a sla
e]eye]e ele
SURVEY 5 3/8
OFFSET 38/3/8| 3 8/8
Centreline Data
3 5
a
DATUM RL 108.500
alelele =e
8/8) 2) 3 E/2
DESIGN Slalal| a alo
ee e[ 2 2)2
slele ele
a) 8/8 g/8
SURVEY z=] 2) 5 els
2) 2,2 2/2
sielsle ele
OFFSET 8/8) 3] 3 8/3
X = 728.535 e
= 5
Y= 609.445 aint, -2.5% 2.5% ting | H
Z= 109.000 T ~~
DATUM RL 108.000
2| 8] 3] 8) 8 8/8
DESIGN sl a|slala o| 3
elglslsls s|e
3/3] 8] 8) 8 8/8
SURVEY @) ao) eo] o| o oe]
epee, e,e ele
8/8/8)/8\e sie
OFFSET 8/8) 8) als sls
s|[s[sps{s e[=
125mm THICK CONCRETE
DRIVEWAY TO DETAIL
Centreline Data
CHAINAGE 30
INSTALL DN300 BOULDERS UNDER A34
GEOFABRIC AS RETAINING WALL FROM
CH20 TO CH43. MIN. 50mm EMBEDMENT
Centreline Data
CHAINAGE 45.572
PHONE (07) 54412188
project
LOT RECONFIGURATION
18 PEARSONS ROAD
COOROY Q. 4563
a |
———.
Client
WALKER COLEMAN P/L ATF
CD)
title
DRIVEWAY CROSS SECTIONS
LD
oF
LOT 5 on RP202304
Parish of TEWANTIN
County of MARCH
NOOSA SHIRE COUNCIL
Locality of COOROY
rs
‘SCALE.
0 1.25 25 Meters 5
Scale sour sow ORAL Daa SORE
1:100(A3) —00_NOT SCALE FROM THIS DRAWING
USE ONLY DIVENSIONS PROVIDED
3
X = 693.992 Cary
Y = 610.867 07
Z=110.076
DATUM RL 109.500
8/2] 2) 3] 2/3
DESIGN slsls| sie S|] S|] LON SHEET 2102-02
slalelele als
si sjeajss gs
SURVEY gfelsje/s| s/s
OFFSET 28/3) 8/3 g\&
CHAINAGE 11
REVISIONS
Feel] revision detars Gate
| FOR APPROVAL 05/21
B [FOR OPW APPROVAL (08/21
KR J
FILES
X = 707.980 > uum (| X = 722.967 .
Y= 610.291 8 2.5 25% Ah | Y = 609.674 5 5
Z= 109.725 _ Z= 109.180 25% 25% 4h |
DATUM RL 108.500 DATUM RL 108.500
elelele als alelsls ele
8/8/38] 8 Pai 8/8) 8) 8 2/8
DESIGN TS el] S S|s DESIGN Slalsls Sie
3/8} 8) 8 3/8 2/2] 8| 8 2|2
glelels ale @ ale
SURVEY 2/3 sls 58 SURVEY 3 sls
OFFSET 8/3/38] 8 33 OFFSET 3/3/8] 8 3/3
COMPUTER DIRECTORY
XWOBS\CT PRO_N PROG\2102
CHAI
A3 HORZ SCALE:
A3 VERT SCALE:
1
1
NAGE 25
100
100
CHAINAGE 40
FOR APPROVAL
NOOSA COUNCIL
APPROVED PLAN
OPW21/0255 15 OCT 2021
Sheet 8 of 8 sheets
‘drawing number
2102-08
date AUGUST 2021