Original source · versioned page text
Attachment 3 - Civil Engineering Plans C prepared by Barlow Shelly (2)
Attached to the e-mail Response to Information Request - RAL18/0023.
Plans and drawings: the text below has words only, no drawings.
RIVE
ANN D
HOFM RO E
AD
SWALE 20m BIO-RETENTION IV
R
A BASIN 20m² D
Y
A
H
ER
LT
A
W
ROAD B
TREE PITS 15m² TREE PITS 15m²
LOT 16
4525m²
B
AD
RO
LOT 10
4733m²
EXISTING
ROUNDABOUT
LOT 13
LOT 11
4117m²
4999m²
LOT 12
7972m²
E
IV
R
D
Y
A
H
ER
LT
A
W
LEGEND - EXISTING SERVICES
EXISTING SEWER DN225 uPVC SN8
EXISTING SEWER DN150 uPVC SN8
EXISTING DN150 OPVC PN16 WATERMAIN
EXISTING DN250 DI PN35 WATERMAIN
EXISTING DN610 WATERMAIN
LEGEND - NEW WORKS EXTENT
EXTENT OF AC SEAL
EXTENT OF CUT EARTHWORKS
KERB & CHANNEL (B1 TYPE 450mm CHANNEL)
EXTENT OF 2m WIDE CONCRETE FOOTPATH
EXTENT OF COMMERICAL DRIVEWAY
E
RIV
ROAD CENTRELINE
YD
STORMWATER DRAINAGE
HA
R
PROJECT: JOB NUMBER
TE
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
AL
AT WALTER HAY DRIVE, NOOSAVILLE
W
DATUM AHD SHEET: OF
DESIGN MM
0 10 20 30 40 50m ................. FOR STOCKWELL PTY LTD
1 7
Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN MM
(RPEQ 19358)
SCALE 1:1000 A3 p 07 5443 8285 STORMWATER LAYOUT PLAN 1 OF 6
DESIGN CHECK CL
DRAWING STATUS e [email protected] w www.barlowshelley.com.au
SW01
This drawing is not to be copied or amended without written permission from
DATE 21-02-19 FOR APPROVAL a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Barlow Shelley Consulting Engineers
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Page 2
BIO-RETENTION
BASIN 30m²
BIO-RETENTION LOT 4
BASIN 20m² 2365m²
HO
FM
AN
N
DR
IV
E
LOT 5 BIO-RETENTION
2307m² BASIN 20m²
LOT 6 LOT 8
2473m² 3257m²
LOT 15
4247m² LOT 9
3274m²
RIVE
ANN D
HOFM RO
TREE PITS 15m² AD
A
TREE PITS 5m²
ROAD B
TREE PITS 15m²
LOT 16
4525m²
LOT 14
4005m²
B
AD
RO
LOT 10
4733m²
LEGEND - EXISTING SERVICES
EXISTING
EXISTING SEWER DN225 uPVC SN8
ROUNDABOUT
EXISTING SEWER DN150 uPVC SN8
EXISTING DN150 OPVC PN16 WATERMAIN
EXISTING DN250 DI PN35 WATERMAIN
EXISTING DN610 WATERMAIN
LOT 13 LEGEND - NEW WORKS EXTENT
LOT 11
4117m²
4999m²
EXTENT OF AC SEAL
EXTENT OF CUT EARTHWORKS
LOT 12
KERB & CHANNEL (B1 TYPE 450mm CHANNEL)
7972m²
EXTENT OF 2m WIDE CONCRETE FOOTPATH
E
IV
R
D
Y EXTENT OF COMMERICAL DRIVEWAY
A
H
ER
LT ROAD CENTRELINE
A
W STORMWATER DRAINAGE
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
AT WALTER HAY DRIVE, NOOSAVILLE
DATUM AHD SHEET: OF
DESIGN MM
0 10 20 30 40 50m ................. FOR STOCKWELL PTY LTD
2 7
Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN MM
(RPEQ 19358)
SCALE 1:1000 A3 p 07 5443 8285 STORMWATER LAYOUT PLAN 2 OF 6
DESIGN CHECK CL
DRAWING STATUS e [email protected] w www.barlowshelley.com.au
SW02
This drawing is not to be copied or amended without written permission from
DATE 21-02-19 FOR APPROVAL a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Barlow Shelley Consulting Engineers
Page 3
HO
FM
LOT 21
4288m²
AN
N
DR
IV
E
FH
LOT 20
2149m²
LOT 19
2235m²
LOT 18
2542m²
LOT 17
2716m²
LEGEND - EXISTING SERVICES
EXISTING SEWER DN225 uPVC SN8
EXISTING SEWER DN150 uPVC SN8
EXISTING DN150 OPVC PN16 WATERMAIN
EXISTING DN250 DI PN35 WATERMAIN
EXISTING DN610 WATERMAIN H
O
FM
LEGEND - NEW WORKS EXTENT A
N
N
D
EXTENT OF AC SEAL R
IV
E
EXTENT OF CUT EARTHWORKS
KERB & CHANNEL (B1 TYPE 450mm CHANNEL)
EXTENT OF 2m WIDE CONCRETE FOOTPATH
EXTENT OF COMMERICAL DRIVEWAY 60
3.
S
N
ROAD CENTRELINE
STORMWATER DRAINAGE
LOT 4
2365m²
HO
PROJECT: JOB NUMBER
F
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED
M
PROPOSED SUBDIVISION 1856
AN
AT WALTER HAY DRIVE, NOOSAVILLE
N
DATUM AHD SHEET: OF
................. 3 6
DR
DESIGN MM
0 10 20 30 40 50m FOR STOCKWELL PTY LTD
IV
DRAWING NUMBER REV
E
Director: CAMERON LANDRETH DRAWING TITLE:
DRAWN MM
(RPEQ 19358)
SCALE 1:1000 A3 p 07 5443 8285 STORMWATER LAYOUT PLAN 3 OF 6
DESIGN CHECK CL
DRAWING STATUS e [email protected] w www.barlowshelley.com.au
SW03
This drawing is not to be copied or amended without written permission from
DATE 21-02-19 FOR APPROVAL a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Barlow Shelley Consulting Engineers
Page 4
EE
NI
E
CR
EE
K
RO
AD
U
LOT 2
N
-N
9550m²
AM
ED
R
O
AD
EXISTING
ROUNDABOUT
D
OA
DR
ME
-NA
UN
LEGEND - EXISTING SERVICES
EXISTING SEWER DN225 uPVC SN8
EXISTING SEWER DN150 uPVC SN8
EXISTING DN150 OPVC PN16 WATERMAIN
EXISTING DN250 DI PN35 WATERMAIN
EXISTING DN610 WATERMAIN
LEGEND - NEW WORKS EXTENT
RIVE
HAY D
EXTENT OF AC SEAL
ER
EXTENT OF CUT EARTHWORKS
WALT
KERB & CHANNEL (B1 TYPE 450mm CHANNEL)
EXTENT OF 2m WIDE CONCRETE FOOTPATH
EXTENT OF COMMERICAL DRIVEWAY
ROAD CENTRELINE
STORMWATER DRAINAGE
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
AT WALTER HAY DRIVE, NOOSAVILLE
DATUM AHD SHEET: OF
DESIGN MM
0 10 20 30 40 50m ................. FOR STOCKWELL PTY LTD
4 6
Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN MM
(RPEQ 19358)
SCALE 1:1000 A3 p 07 5443 8285 STORMWATER LAYOUT PLAN 4 OF 6
DESIGN CHECK CL
DRAWING STATUS e [email protected] w www.barlowshelley.com.au
SW04
This drawing is not to be copied or amended without written permission from
DATE 21-02-19 FOR APPROVAL a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Barlow Shelley Consulting Engineers
Page 5
K
RO
AD
LOT 23
5055m²
LOT 24
6079m²
LOT 25
1.497 Ha
EE
NI
E
CR
EE
K
RO
AD
LEGEND - EXISTING SERVICES
EXISTING SEWER DN225 uPVC SN8
EXISTING SEWER DN150 uPVC SN8
EXISTING DN150 OPVC PN16 WATERMAIN
U
LOT 2 EXISTING DN250 DI PN35 WATERMAIN
N
-N
9550m²
EXISTING DN610 WATERMAIN
AM
ED
LEGEND - NEW WORKS EXTENT
R
O
AD
EXTENT OF AC SEAL
EXTENT OF CUT EARTHWORKS
KERB & CHANNEL (B1 TYPE 450mm CHANNEL)
EXTENT OF 2m WIDE CONCRETE FOOTPATH
EXTENT OF COMMERICAL DRIVEWAY
ROAD CENTRELINE
EXISTING
ROUNDABOUT STORMWATER DRAINAGE
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
AT WALTER HAY DRIVE, NOOSAVILLE
DATUM AHD SHEET: OF
DESIGN MM
0 10 20 30 40 50m ................. FOR STOCKWELL PTY LTD
5 6
Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN MM
(RPEQ 19358)
SCALE 1:1000 A3 p 07 5443 8285 STORMWATER LAYOUT PLAN 5 OF 6
DESIGN CHECK CL
DRAWING STATUS e [email protected] w www.barlowshelley.com.au
SW05
This drawing is not to be copied or amended without written permission from
DATE 21-02-19 FOR APPROVAL a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Barlow Shelley Consulting Engineers
Page 6
EE
NI
E
CR
EE
K
RO
AD
EE
LOT 22 NI
E
3827m² CR
EE
K
RO
AD
DRIVE
NN
FMA NEW SEWER CONNECTION FROM
HO EXISTING SEWER MANHOLE
N N
MA PRE-TAP CONNECTION
HOF FROM EXISTING DN250
WATERMAIN FOR LOT 22
LEGEND - EXISTING SERVICES
UN EXISTING SEWER DN225 uPVC SN8
-N EXISTING SEWER DN150 uPVC SN8
AM
ED EXISTING DN150 OPVC PN16 WATERMAIN
RO
AD EXISTING DN250 DI PN35 WATERMAIN
EXISTING DN610 WATERMAIN
LEGEND - NEW WORKS EXTENT
EXTENT OF AC SEAL
EXTENT OF CUT EARTHWORKS
KERB & CHANNEL (B1 TYPE 450mm CHANNEL)
EXTENT OF 2m WIDE CONCRETE FOOTPATH
EXTENT OF COMMERICAL DRIVEWAY
ROAD CENTRELINE
STORMWATER DRAINAGE
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
AT WALTER HAY DRIVE, NOOSAVILLE
DATUM AHD SHEET: OF
DESIGN MM
0 10 20 30 40 50m ................. FOR STOCKWELL PTY LTD
6 6
Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN MM
(RPEQ 19358)
SCALE 1:1000 A3 p 07 5443 8285 STORMWATER LAYOUT PLAN 6 OF 6
DESIGN CHECK CL
DRAWING STATUS e [email protected] w www.barlowshelley.com.au
SW06
This drawing is not to be copied or amended without written permission from
DATE 21-02-19 FOR APPROVAL a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Barlow Shelley Consulting Engineers
Page 7
1.5m 2.0m 1.0m
TEMPORARY TURF
RL = + 500MM FROM
FILTER MATERIAL
50mm TOP SOIL
0.300
MIN
1:3
1:2
GOETEXTILE FABRIC
WRAPPED OVER COMPLETE
FILTER MEDIA
TEMPORARY TURF OVER 50mm SOIL BIORETENTION BASIN
AND GOETEXTILE LAYER' REFER TO FUTURE MACROPHYTE PLANTING REFER TO TYPICAL
DETAIL A TO SUIT GROUND CONDITIONS CROSS SECTION.
WITH MULCH LAYER (REFER
LANDSCAPING DRAWINGS)
100Ø SUBSOIL
DRAINAGE PIPES
BIORETENTION DETAIL
POLY LINER NOT TO SCALE
BIO-RETENTION - TYPICAL SECTION
NOT TO SCALE
FIELD INLET PIT TYPE 1
FILTER CLOTH OR ORGANIC GEOTEXTILE MATTING FIXED TO WITHOUT CONCRETE
PERIMETER OF WALLS TO AVOID RUNNELLING OF WATER APRON (IPWEA STD DWG
PROPOSED EDGE D-0050
RESTRAINT (ER2 TYPE) BETWEEN PIT AND SOIL INTERFACE. 300 WIDE, 100 COVER. OVERFLOW PIT 300mm
FUTURE PLANTING TO ABOVE BIORETENTION FSL
C.I. CAP TO EXTEND
APPROX. 150mm ABOVE LANDSCAPE PLANS MEDIA LEVEL TEMPORARY TURF
BASIN SURFACE AND TOP SOIL
3%> <3%
BIORETENTION 600
100
1:4 FILTER MEDIA
1:4
COARSE SAND 100
5-10mm GRAVEL 200
Ø100 - Ø150 SLOTTED
PVC DRAINS CONNECT Ø375 PVC OUT
INTO GRATED PIT.
SWALE - TYPICAL SECTION GRADE AT 0.5%
NOT TO SCALE CONCRETE VEE 300mm TYPICAL BIORETENTION SCHEMATIC AND DETAILS
WIDE
NOT TO SCALE
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
AT WALTER HAY DRIVE, NOOSAVILLE
DATUM AHD SHEET: OF
DESIGN MM
0 50 100 150 200 250m ................. FOR STOCKWELL PTY LTD
7 7
Director: CAMERON LANDRETH DRAWING TITLE: DRAWING NUMBER REV
DRAWN MM
(RPEQ 19358)
SCALE 1:5000 A3 p 07 5443 8285 TYPICAL STORMWATER SECTIONS
DESIGN CHECK CL
DRAWING STATUS e [email protected] w www.barlowshelley.com.au
SW07
This drawing is not to be copied or amended without written permission from
DATE 21-02-19 FOR APPROVAL a PO Box 899, Maroochydore,4558 ABN 89 215 591 077
Barlow Shelley Consulting Engineers