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Revised Civil 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 Sheet 1 of 2
2123-R11 Vehicle Turning Templates Sheet 2 of 2
2123-W01 Locality Plan And Drawing Schedule
2123-W02 Water Reticulation Layout Plan
PROPOSED 2123-W03 Water Reticulation Layout & Detail Plan
SITE LOCATION.
PROPERTY DESCRIPTION
PROPOSED LOT 4 - PART of LOT 6 on SP197517
LOCALITY PLAN TAYLOR COURT, COOROY
Site Area (Part) = 0.5676 Ha, (TOTAL LOT) = 1.51 HA
NOT TO SCALE
a:\2123-lot 4 taylor court, cooroy\acad civil opw\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 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
B 10-03-22 AMENDED GENERAL LAYOUT - UPDATED DRAWING LIST DTB DTB
MAROOLINGAR P/L ATF TWENTY20 UT
C 04-04-22 AMENDED AS PER COUNCIL RFI DTB DTB DESIGN KE
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN KE NOT TO SCALE Director: CAMERON
Director: LANDRETH
TONY SHELLEY
DESIGN CHECK CL (RPEQ
(RPEQ19358)
7736) 07 5443 8285 R01 C
This drawing is not to be copied or amended without written permission from [email protected] www.barlowshelley.com.au
DATE DEC-2021 Barlow Shelley Consulting Engineers PO Box 899 Maroochydore 4558 ABN 89 215 591 077
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Full text of sections 2 to 4 (of 13)
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
1.6
12.40
E
E
S
1
v
12
T
RM
T
0
W
SW
E
E
.2
EXISTING LEGEND
1
12
T
0
S
1.0
E
SW SW EXISTING STORMWATER PIPE
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
0
W E E EXISTING ELECTRICITY-UNDERGROUND
4
SW
SW
W
.
W RTM
1200
S
T T EXISTING TELECOMMUNICATION
.2
E
120
SW EXISTING CONCRETE W EXISTING TREE
Y
DRIVEWAY CROSSOVER EXISTING WATER > > > > > EXISTING CHANNEL / SWALE
R
T
0
W
WRM
SW
S
DA
9.8
TO BE RETAINED FOR USE CONNECTION FOR LOT 4. EXISTING EDGE OF BITUMEN
E
SW W EX
1.610
W
\\\ \\\
UN
T
//
REFER TO 2123-W01 FOR IS LOT 2
TIN
9
BO
EXISTING SURFACE CONTOURS
E
15
11
CONNECTION DETAILS G
RM T
ING
S SW W DN EXISTING OPTIC FIBRE
S
W
T OF OF
12
E
SW
IST
EXISTING SEWER 5P
EXISTING GAS MAIN
EX
T MAIN WITHIN 6m E1 G G
S
W
W 0 0P
E WIDE EASEMENT S EXISTING TOP OF BANK
T
W S N1
S T E EXISTING SEWER S 6W
E W PUMPING STATION W AT EXISTING KERB
E S ER
S S MA
SW
S
//
S
W IN
(F
DARY S IR
B OUN// S E
S
TING S SE
EXIS W RV
00 IC
120.
// S
E
S ON
S
W LY)
SW
0 EXISTING SEWER PROPERTY S
9.8
11 CONNECTION BRANCH LOT 3
ENT
119
W
EX
.
E EASEM
S
40
IS
T IN W
SW
G .40
BO S 119
UN
DRAINAG
EXISTING DA
SEWER RY
SW
EASEMENT
LOT 4
RY
SW
BOUNDA
119.60
EXISTING
SW
118.80
115.20
SW
119.20
119.00
0
8.6
11
0
8.8
SW
11
117.80 0
40
7.20
ROOFWATER
11 STUB 116.80 5.0
6.00
116.8
6.4
6.6
6.2 11
AT7.
11 117.00 PIT
EXISTING
116.60
EXISTING BOULDER
SW
RY RETAINING WALL
EXISTING BOUNDA
SW
a:\2123-lot 4 taylor court, cooroy\acad civil opw\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 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 11
B 10-03-2022 AMEND GENERAL LAYOUT CS CL
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
DESIGN CHECK CL (RPEQ
(RPEQ19358)
7736) 07 5443 8285 R02 B
This drawing is not to be copied or amended without written permission from [email protected] www.barlowshelley.com.au
DATE DEC-2021 Barlow Shelley Consulting Engineers 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
1.6
12.40
E
E
S
1
v
12
T
RM
T
0
W
SW
E
E
.2
EXISTING LEGEND
1
12
T
0
S
1.0
E
SW SW EXISTING STORMWATER PIPE
SHADING INDICATES LANDSCAPING
E
12
TRM
W
TAYLOR
E
T
0
DRIVEWAY TO BE 1.0m EXISTING SEWER MAIN
SW
BUFFER. REFER TO LANDSCAPE ARCHITECT S S
0. 8
COURT CLEAR OF EXISTING DOCUMENTS FOR FURTHER DETAILS. W W EXISTING WATER MAIN
12
S
60
v v v EXISTING ELECTRICITY-OVERHEAD
W
.
120
0
W E E EXISTING ELECTRICITY-UNDERGROUND
4
SW
SW
W
.
W RTM
1200
S
T T EXISTING TELECOMMUNICATION
.2
E
120
SW
Site BM
SHADING INDICATES PROPOSED W EXISTING TREE
4.1
RY
EXTENSION OF COMMERCIAL > > > > > EXISTING CHANNEL / SWALE
PM 190989
T
0
W
WRM
SW
S
DA
9.8
DRIVEWAY CROSS-OVER EXISTING EDGE OF BITUMEN
E
SW W
1.610
W
\\\ \\\
UN
1.9
T
//
RL=120.402
GENERALLY IN ACCORDANCE LOT 2
9
BO
EXISTING SURFACE CONTOURS
E
15
11
U 01
WITH IPWEAQ STD DWG RS-51
RM T
ING
S W
SW EXISTING OPTIC FIBRE
S
W
T OF OF
E
SW
IST
EXISTING GAS MAIN
EX
G G
S T W
E W
T S EXISTING TOP OF BANK
W U 01 S
S T E S
W W EXISTING KERB
E E S
S S
SW
S
//
9m
S
W
Y
NDAR
S
BOU // S LEGEND
S
TI NG S
PROVIDE LINEMARKING TO ALL EXIS U 02 W
00
120.
// S
CAR PARKING BAYS AS SHOWN PROPOSED BUILDINGS
S
S
IN ACCORDANCE WITH MUTCD. W
PROPOSED CONCRETE
SW
.80
U 11 S
9 FFL 120.65m
11
U 03
LOT 3
119
W
PROPOSED DRIVEWAY CROSS-OVER
EX
.
S
40
IS
T
ENT
W
IN
SW
G BIORETENTION BASIN
.40
U 10 BO 119
E EASEM
FFL 120.25m UN
S
U 11
U 03 DA PROPOSED KERB AND CHANNEL
U 12 RY
PROPOSED RETAINING WALL (BY OTHERS)
SW
U 12
DRAINAG
U 04
PROPOSED STORMWATER DRAINAGE
FFL 120.2m
U 12
RY
SW
BOUNDA
U 09
119.60
EXISTING
U 05
SW
118.80
115.20
SW
U 05
119.20
PROPOSED BIO-RETENTION U 06
U 07
BASIN & DETENTION TANK
119.00
0
8.6
U 08
(UNDERNEATH). REFER TO
11
0
8.8
SW
2123-R07 FOR DETAILS.
11
117.80 0
40
117.20 116.80 5.0
117.11 6.00
116.8
6.4
6.6
6.2 11
7.00
116.60
EXISTING GRASS
SW
RY
EXISTING BOUNDA
SW
TURFED SWALE
EXISTING FIELD INLET TO EXISTING FIELD INLET
OUTLET HEADWALL (LEGAL TO OUTLET HEADWALL
POINT OF DISCHARGE)
a:\2123-lot 4 taylor court, cooroy\acad civil opw\2123 opw set.dwg
DRAINAGE
RESERVE NOTE:
REFER ARCHITECTURAL DRAWINGS FOR
FINAL BUILDING FOOTPRINTS AND FLOOR
PLANS TO PROPOSED DEVELOPMENT.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD 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 11
B 10-03-2022 AMEND GENERAL LAYOUT DTB DTB
MAROOLINGAR P/L ATF TWENTY20 UT
C 04-04-22 FOR APPROVAL DTB DTB DESIGN KE
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN KE SCALE 1:500 A3 Director: CAMERON LANDRETH
Director: TONY SHELLEY
DESIGN CHECK CL (RPEQ
(RPEQ19358)
7736) 07 5443 8285 R03 C
This drawing is not to be copied or amended without written permission from [email protected] www.barlowshelley.com.au
DATE DEC-2021 Barlow Shelley Consulting Engineers PO Box 899 Maroochydore 4558 ABN 89 215 591 077
Section 4
W RM T
0
T
0
2.2
v
1 .8
SW E
W
12
12
RM
LP T
v
R05
E
S
E
T
W
SW
RM LOT 1 T
v
0
1.6
12.40
E
E
S
21
T
1
RM
T
0
W
SW
E
E
1.2
EXISTING LEGEND
12
T
0
S
.0
SW SW EXISTING STORMWATER PIPE
21
E
TRM
W
TAYLOR
E
EXISTING SEWER MAIN
1
.8 0
S S
SW
0
COURT W W EXISTING WATER MAIN
12
S
v v v
.60
W
EXISTING ELECTRICITY-OVERHEAD
0.1 00
120
.40
60
12 20.7
SW W E E EXISTING ELECTRICITY-UNDERGROUND
SW
W
W RTM
1200
BWW 1
S
T T EXISTING TELECOMMUNICATION
2
E
T
.
120
SW W EXISTING TREE
Y
AR
> > > > > EXISTING CHANNEL / SWALE
BO WRMT
0
E D
W
SW
S
9.8
UN
W EXISTING EDGE OF BITUMEN
0
W
SW \\\ \\\
7
11
T
0.7
// E LOT 2 EXISTING SURFACE CONTOURS
12
15
G
U 01
E IN
NS
EX RWM T
W EXISTING OPTIC FIBRE
IST
SW OF OF
S
S
T
SW
G G EXISTING GAS MAIN
0.5 00
X RL 120.61
00
12 20.6
S T W
E W
T S EXISTING TOP OF BANK
BWW 1
W U 01 S
T
T
S E S
E W X RL 120.80 W EXISTING KERB
E S
S X RL 120.60 S
SW
S
//
S
0.0 00
W LEGEND
80
12 20.4
Y
NDAR
X RL 120.70S
BOU //
BWW 1
S
TING
S
S
TW 100.00
EXIS U 02 EX
T
W BOTTOM OF RETAINING WALLS
00 IS BW 100.00
120.
// S
TIN S
S G
BO W X RL 17.355 PROPOSED SITE LEVELS
UN
DA
SW
0 U 11 S
TW 120.1 9.8 FFL 120.65m RY
11120.45
U 03 PROPOSED EARTHWORKS CUT
.4 LOT 3
9.6 00
119
W
BW 119.8 00 20 PAD 120.35m
50
11 20.2
30 X RL 1
RL
.
S PROPOSED EARTHWORKS FILL
40
BWW 1
X
W
T
SW
.4 0 PROPOSED RETAINING WALL
U 10
FFL 120.25m 119
S
TW 120.1 U 11 PAD 119.95m U 03 PROPOSED BUILDING RETAINING WALL
9.4 00
.3
BW 119.500
RY
20 U 12
30
11 19.9
1
RL
75 RL
BOUNDA
12
SW
Q100 OVERLAND FLOW PATH
BWW 1
X U 12
0.4
U 04
9.4 00
X
T
80
11 9.8
TW 119.8 FFL 120.2m FFL 21.0 PROPOSED BUILDING LEVELS
1
.1
BW 1
BW 119.3 00
U 12
20
TW
EXISTING
40 1 PAD 119.9m PAD 20.7
RL
SW
X
.
RL
L.P
12
85
0.0
19.
H.
U 09
P.
RL
L1
TW 119.8
.0
X
9.4 00
2
X
RL
12
20
119.60
XR
BW 119.0 50
0.1
0.1
The text continues on section 5.