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Engineering Plans
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Plans and drawings
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Log in to see the plans as drawn PROPOSED INDUSTRIAL DEVELOPMENT
AT LOT 4 TAYLOR COURT, COOROY
FOR MAROOLINGAR P/L ATF TWENTY20 UT
JOB No. 2123
SCHEDULE OF DRAWINGS
DWG DESCRIPTION
2123-R01 Locality Plan & Schedule Of Drawings
2123-R02 Existing Site Conditions
2123-R03 Overall Layout Plan
2123-R04 Earthworks Layout Plan
2123-R05 Earthworks Sections
2123-R06 Roadworks And Stormwater Drainage Detail Plan
2123-R07 Bio Retention Basin Layout Plan Details And Sections
2123-R08 Stormwater Drainage Catchments
2123-R09 Concrete Jointing Layout Plan And Associated Details
2123-R10 Vehicle Turning Templates
2123-W01 Water Reticulation Locality Plan Drawing Index And Notes
2123-W02 Water Reticulation Layout Plan
2123-W03 Water Reticulation Layout & Detail Plan
PROPOSED
SITE LOCATION.
PROPERTY DESCRIPTION
LOT 4 on SP324340 AT TAYLOR COURT, COOROY
LOCALITY PLAN Site Area = 0.5677 Ha
NOT TO SCALE
c:\users\kurt\desktop\2123 taylor court cooroy\acad\2123 opw set.dwg
CAUTION - EXISTING SERVICES
THE CONTRACTOR IS TO DETERMINE THE EXACT LOCATION OF
ALL EXISTING SERVICES IN THE VICINITY OF THE PROPOSED
WORKS PRIOR TO THE START OF ANY CONSTRUCTION. THE
COST OF ANY RECTIFICATION WORKS DUE TO DAMAGE OF
EXISTING SERVICES SHALL BE BORNE BY THE CONTRACTOR.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED INDUSTRIAL DEVELOPMENT 2123
A 15-12-2021 FOR APPROVAL KE DB LOT 4 TAYLOR COURT, COOROY
DATUM AHD SHEET: 1 OF 10
MAROOLINGAR P/L ATF TWENTY20 UT
DESIGN KE
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN KE NOT TO SCALE Director: CAMERON
Director: LANDRETH
TONY SHELLEY
(RPEQ p 07 5443 8285 LOCALITY PLAN & SCHEDULE OF DRAWINGS R01 A
DESIGN CHECK CL (RPEQ19358)
7736)
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE DEC-2021 Barlow Shelley Consulting Engineers a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
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Full text of sections 2 to 5 (of 19)
Section 2
W RM T
0
T
0
2.2
v
1.8
SW E
W
12
12
RM
LP T
v
E
S
E
T
W
SW
RM LOT 1 T
v
0
3,054m²
1.6
12.40
E
E
S
1
v
12
T
RM
T
.20
W
SW
E
E
EXISTING LEGEND
1
12
T
0
S
.0
E
SW SW EXISTING STORMWATER PIPE
1
E
12
TRM
W
TAYLOR
E
T
0
EXISTING SEWER MAIN
SW
S S
0.8
COURT W W EXISTING WATER MAIN
12
S
.60
v v v EXISTING ELECTRICITY-OVERHEAD
W
120
.40
SW W E E EXISTING ELECTRICITY-UNDERGROUND
SW
W
W RTM
1200
S
T T EXISTING TELECOMMUNICATION
2
E
.
120
SW EXISTING CONCRETE W EXISTING TREE
DRIVEWAY CROSSOVER
RY
EXISTING WATER > > > > > EXISTING CHANNEL / SWALE
T
0
WRM
W
SW
S
DA
9.8
W TO BE RETAINED FOR USE CONNECTION FOR LOT 4. EXISTING EDGE OF BITUMEN
BO E
SW W EX
1.160
\\\ \\\
UN
T
E REFER TO 2123-W01 FOR I ST LOT 2
//
9
IN 15 EXISTING SURFACE CONTOURS
11
CONNECTION DETAILS G 3,136m²
RM T
ING
SW W DN EXISTING OPTIC FIBRE
S
W
OF OF
S
T
12
EX E
SW
IST
EXISTING SEWER 5P
E1 G G EXISTING GAS MAIN
S T MAIN WITHIN 6m W 0
E W WIDE EASEMENT S
0P
T
S N1 EXISTING TOP OF BANK
W
S T E EXISTING SEWER S 6 W
E E W PUMPING STATION W AT EXISTING KERB
S ER
S MA
S
SW
S
IN
//
S
AIN W
Y ER M (F
SEW
NDAR IR
S
C-U E
BOU // Ø PV S
S
G 15 0 SE
ISTIN
S
TING RV
EX EXIS W
00 I
120. CE
// S
S
S ON
W LY
)
SW
0 EXISTING SEWER PROPERTY S
9.8
11 CONNECTION BRANCH LOT 3
NT
119
W
EASEME
EX 3,234m²
.40
S
IS
TIN W
SW
G .40
BO S 119
E
UN
DRAINAG
EXISTING DA
SEWER RY
SW
EASEMENT
LOT 4
RY
5,676m²
SW
BOUNDA
119.60
EXISTING
SW
118.80
115.20
SW
119.20
119.00
8 .60
11
0
8.8
SW
11
117.80 150Ø PVC
EXISTING
00
7.40
ROOFWATER
11 STUB
7.207.00 PIT
116.80 6.40
6.8
6.6
116.2
6.0 1 5.
11 11
AT EXISTING 1
116.60
EXISTING BOULDER
SW
RY RETAINING WALL
EXISTING BOUNDA
SW
c:\users\kurt\desktop\2123 taylor court cooroy\acad\2123 opw set.dwg
DRAINAGE
NOTE:
RESERVE
REFER ARCHITECTURAL DRAWINGS FOR
FINAL BUILDING FOOTPRINTS AND FLOOR
PLANS TO PROPOSED DEVELOPMENT.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED INDUSTRIAL DEVELOPMENT 2123
A 15-12-2021 FOR APPROVAL KE DB LOT 4 TAYLOR COURT, COOROY
DATUM AHD 0 5.0 10 15 20 25m SHEET: 2 OF 10
MAROOLINGAR P/L ATF TWENTY20 UT
DESIGN KE
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN KE SCALE 1:500 A3 Director: CAMERON LANDRETH
Director: TONY SHELLEY
(RPEQ p 07 5443 8285 EXISTING SITE CONDITIONS R02 A
DESIGN CHECK CL (RPEQ19358)
7736)
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE DEC-2021 Barlow Shelley Consulting Engineers a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
Section 3
W RM T
0
T
0
2.2
v
1.8
SW E
W
12
12
RM
LP T
v
E
S
E
T
W
SW
RM LOT 1 T
v
0
3,054m²
1.6
12.40
E
E
S
1
v
12
T
RM
T
.20
W
SW
E
E
EXISTING LEGEND
1
12
T
0
S
.0
E
SW SW EXISTING STORMWATER PIPE
1
SHADING INDICATES LANDSCAPING
E
12
TRM
W
TAYLOR
E
T
0
EXISTING SEWER MAIN
SW
BUFFER. REFER TO LANDSCAPE ARCHITECT S S
0.8
COURT DOCUMENTS FOR FURTHER DETAILS. W W EXISTING WATER MAIN
12
S
.60
v v v EXISTING ELECTRICITY-OVERHEAD
W
120
.40
SW W E E EXISTING ELECTRICITY-UNDERGROUND
SW
W
W RM
1200
3.2 T
S
T T EXISTING TELECOMMUNICATION
2
E
.
120
SW
Site BM
SHADING INDICATES PROPOSED STAFF
RECREATION
W EXISTING TREE
RY
EXTENSION OF COMMERCIAL AREA > > > > > EXISTING CHANNEL / SWALE
PM 190989
3.7WRMT
0
W
SW
S
DA
9.8
W DRIVEWAY CROSS-OVER EXISTING EDGE OF BITUMEN
BO E
SW W
1.160
\\\ \\\
UN
T
E RL=120.402
GENERALLY IN ACCORDANCE LOT 2
//
9
FFL 121.0m 15 EXISTING SURFACE CONTOURS
11
U 01
WITH IPWEAQ STD DWG RS-51 3,136m²
RM T
ING
DP
SW W EXISTING OPTIC FIBRE
S
W
OF OF
S
T
EX E
SW
IST
G G EXISTING GAS MAIN
S T W
n age
W
sig
E S
T
S
EXISTING TOP OF BANK
W U 01
S T E S
W W EXISTING KERB
E E
BIN S
STORE
S
S
SW
S
//
9m
S
W
DARY S
OUN S LEGEND
ING B //
S
S FFL 120.7m
T
PROVIDE LINEMARKING TO ALL EXIS 00
l U 02 W
0.00
11 in
b
// S l
12
00
11 in
CAR PARKING BAYS AS SHOWN
b
BIN
S
PROPOSED BUILDINGS
wa in
STORE
sh
b
S
IN ACCORDANCE WITH MUTCD. BIN
STORE PWD W
PROPOSED CONCRETE
SW
0 U 11 S
9.8
PWD
circulation FFL 120.65m
11
U 03
FFL 120.6m LOT 3
119
motorcycle
W
PROPOSED DRIVEWAY CROSS-OVER
DP
parking
EX 3,234m²
.40
S
IS
TIN
NT
W
SW
G BIORETENTION BASIN
.40
EASEME
FFL U120.4m
10 FFL 120.5m BO 119
FFL 120.25m UN
S
U 11
U 03 DA PROPOSED KERB AND CHANNEL
U 12 RY
E
PROPOSED RETAINING WALL (BY OTHERS)
SW
DRAINAG
U 12
DP
FFL 120.2m
U 04
PROPOSED STORMWATER DRAINAGE
FFL 120.2m
U 12
RY
SW
FFL 120.10m
BOUNDA
FFL
U 09 120.15m
119.60
EXISTING
U 05
SW
DPDP
118.80
DP
FFL 120.2m
115.20
SW
FFL 120.2m U 05
119.20
PROPOSED BIO-RETENTION FFL 120.05m U 06
FFL 120.1m U 07
BASIN & DETENTION TANK 119.00
.60
U 08
(UNDERNEATH). REFER TO
8
11
0
8.8
SW
2123-R07 FOR DETAILS.
11
117.80
00
40
117.20 116.80 6.40
6.8
6.6
116.2
6.0 1 5.
117.11 7.00 1
116.60
EXISTING GRASS
SW
RY
EXISTING BOUNDA
SW
TURFED SWALE
EXISTING FIELD INLET TO EXISTING FIELD INLET
OUTLET HEADWALL (LEGAL TO OUTLET HEADWALL
c:\users\kurt\desktop\2123 taylor court cooroy\acad\2123 opw set.dwg
POINT OF DISCHARGE)
DRAINAGE
RESERVE NOTE:
REFER ARCHITECTURAL DRAWINGS FOR
FINAL BUILDING FOOTPRINTS AND Section 4
FLOOR
PLANS TO PROPOSED DEVELOPMENT.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED INDUSTRIAL DEVELOPMENT 2123
A 15-12-2021 FOR APPROVAL KE DB LOT 4 TAYLOR COURT, COOROY
DATUM AHD 0 5.0 10 15 20 25m SHEET: 3 OF 10
MAROOLINGAR P/L ATF TWENTY20 UT
DESIGN KE
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN KE SCALE 1:500 A3 Director: CAMERON LANDRETH
Director: TONY SHELLEY
(RPEQ p 07 5443 8285 OVERALL LAYOUT PLAN R03 A
DESIGN CHECK CL (RPEQ19358)
7736)
This drawing is not to be copied or amended without written permission from e [email protected] w www.barlowshelley.com.au
DATE DEC-2021 Barlow Shelley Consulting Engineers a PO Box 899 Maroochydore 4558 ABN 89 215 591 077
Section 5
W RM T
0
T
0
2.2
v
1.8
SW E
W
12
12
RM
LP T
v
R05
E
B
S
E
T
W
SW
RM
LOT 1 T
v
0
3,054m²
1.6
12.40
E
E
S
1
12
T
RM
T
.2 0
W
SW
E
E
EXISTING LEGEND
1
12
T
0
S
.0
SW SW EXISTING STORMWATER PIPE
1
E
12
TRM
W
TAYLOR
E
EXISTING SEWER MAIN
0
S S
SW
0. 8
COURT W W EXISTING WATER MAIN
12
S
v v v
.6 0
W
EXISTING ELECTRICITY-OVERHEAD
0.1 00
120
.40
60
C
12 20.7
SW W E E EXISTING ELECTRICITY-UNDERGROUND
SW
W
W RTM
0
BW W 1
S
10
EXISTING TELECOMMUNICATION
2
T T
2
E
T
.
120
SW W EXISTING TREE
Y
STAFF
AR
RECREATION
> > > > > EXISTING CHANNEL / SWALE
0.66
AREA
BO WRMT
0
E D
W
L 12
SW
S
9.8
UN
XR EXISTING EDGE OF BITUMEN
70
W
SW \\\ \\\
W
11
T
0.7
// LOT 2
20.7
EXISTING SURFACE CONTOURS
E
12
15
FFL 121.0m
G
U 01
L1 3,136m²
E IN
XR
NS
EX RWM T
PAD 120.7m
DP
S EXISTING OPTIC FIBRE
5X W
IST
SW OF OF
S
.9
T
120
SW
RL
G G EXISTING GAS MAIN
0.5 00
X RL 120.61
00
T
12 20.6
S W
e
nag
W 120
sig
E T .80 S EXISTING TOP OF BANK
BW W 1
W U 01 S
T FFL 120.9m
T
S E
X RL 120.80 12 X R S
W EXISTING KERB
E E
W
BIN
0.8L 1
0 20 S
PAD 120.6m
S STORE
X RL 120.60 .9 S
X RL 120.73
SW
S
//
S
0.0 00
W LEGEND
80
12 20.4
Y
NDAR
X RL 120.70 S
OU S
BWW 1
ING B //
S
S RL 120.7 X
XIST X RL 120.65 X RL 120.65 FFL 120.7m
U 02 EX TW 100.00
T
E 00
l
W
BW 100.00 BOTTOM OF RETAINING WALLS
00 PAD 120.4m
11
IS
120.
bin
// S 00
l
RL 120.65 X
11
TIN
bin
BIN
bin
sh STORE
S X RL wa
G
S
BO X RL 17.355 PROPOSED SITE LEVELS
X
BIN 120.6 W
RL
9.7 00
PWD
X R STORE 1 UN
80
12
11 20.3
L1 RL 120.65 X
0.6
DA
SW
X
20 0 12 S
60
RL
.5 U 11 0
9.865
BWW 1
PWD
FFL 120.65m .60 RY
0.
circulation
TW 120.1
12119
11120.45
U 03
FFL 120.6m LOT 3 PROPOSED EARTHWORKS CUT
12
9.6 00
W
0.5 .40
BW 119.8 00
T
0.4
PAD 120.35m
The text continues on section 6.