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ENGINEERING
STORMWATER DESIGN
- NOOSA COUNCIL - SCHEDULE OF DRAWINGS
DWG DESCRIPTION
PROJECT:
STORMWATER
PROPOSED SUBDIVISION AT 1856-SW01 LOCALITY PLAN & SCHEDULE OF DRAWINGS
1856-SW02 STORMWATER NOTES
NOOSA CIVIC, WALTER HAY DRIVE 1856-SW03 OVERALL STORMWATER PLAN
1856-SW04 CATCHMENT PLAN
NOOSAVILLE 1856-SW05 STORMWATER LAYOUT PLAN 1 OF 8
CLIENT: 1856-SW06 STORMWATER LAYOUT PLAN 2 OF 8
STOCKWELL PTY LTD 1856-SW07
1856-SW08
STORMWATER LAYOUT PLAN 3 OF 8
STORMWATER LAYOUT PLAN 4 OF 8
PROJECT No: 1856-SW09 STORMWATER LAYOUT PLAN 5 OF 8
1856 1856-SW10 STORMWATER LAYOUT PLAN 6 OF 8
1856-SW11 STORMWATER LAYOUT PLAN 7 OF 8
1856-SW12 STORMWATER LAYOUT PLAN 8 OF 8
1856-SW13 STORMWATER LONGITUDINAL SECTION 1 OF 3
1856-SW14 STORMWATER LONGITUDINAL SECTION 2 OF 3
1856-SW15 STORMWATER LONGITUDINAL SECTION 3 OF 3
1856-SW16 STORMWATER CALCULATION SHEET 1 OF 3
1856-SW17 STORMWATER CALCULATION SHEET 2 OF 3
1856-SW18 STORMWATER CALCULATION SHEET 3 OF 3
1856-SW19 BIO-RETENTION BASIN LAYOUT & DETAIL PLAN SHEET 1 OF 6 'ROAD A'
1856-SW20 BIO-RETENTION BASIN LAYOUT & DETAIL PLAN SHEET 2 OF 6 'ROAD C'
1856-SW21 BIO-RETENTION BASIN LAYOUT & DETAIL PLAN SHEET 3 OF 6 'ROAD C'
SUBJECT SITE
1856-SW22 BIO-RETENTION BASIN LAYOUT & DETAIL PLAN SHEET 4 OF 6 'HOFMANN DRIVE'
1856-SW23 BIO-RETENTION BASIN LAYOUT & DETAIL PLAN SHEET 5 OF 6 'ROAD C'
1856-SW24 BIO-RETENTION BASIN LAYOUT & DETAIL PLAN SHEET 6 OF 6 'TYPICAL BIO BASIN'
1856-SW25 TREE PIT LAYOUT & DETAIL PLAN SHEET 1 OF 2 'ROAD B'
1856-SW26 TREE PIT LAYOUT & DETAIL PLAN SHEET 2 OF 2 'ROAD C'
1856-SW27 STORMWATER OUTLET DETAIL PLAN SHEET 1 OF 4 [STRUCTURE 1/2 & 1/12]
1856-SW28 STORMWATER OUTLET DETAIL PLAN SHEET 2 OF 4 [STRUCTURE 1/5]
1856-SW29 STORMWATER OUTLET DETAIL PLAN SHEET 3 OF 4 [LOT 3]
1856-SW30 STORMWATER OUTLET DETAIL PLAN SHEET 4 OF 4 [STRUCTURE 1/19]
LOCALITY PLAN
NOT TO SCALE
DRAWING STATUS:
FOR APPROVAL
PROPERTY DESCRIPTION
LOT 3 on SP246584
p 07 5443 8285 Site Area = 31.7 Ha
e [email protected] w www.barlowshelley.com.au
a PO Box 899, Maroochydore,4558 ABN 89 215 591 077 Proposed Number of Lots 25
-
DRAWING NUMBER REV
1856-SW01 B
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Full text of sections 2 to 9 (of 31)
Section 2
GENERAL NOTES SEDIMENT & EROSION CONTROL ROADWORKS NOTES
GN1. ALL DIMENSIONS AND SET OUT POINTS ARE TO THE KERB LINE OF THE NOTES RD1. THE CONTRACTOR SHALL ESTABLISH THE LOCATION, LINE & LEVEL OF ALL PUBLIC
SPECIFIED KERB TYPE. REFER LOCAL AUTHORITIES STANDARD DRAWINGS FOR & PRIVATE UTILITY SERVICES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION.
KERB TYPE DETAILS. SE1. GENERAL: WHERE UTILITY SERVICES ARE SHOWN ON THE PLANS, THEY ARE SHOWN FOR
a. TEMPORARY DRAINAGE CONTROL. FLOW SHOULD BE THE INFORMATION OF THE CONTRACTOR ONLY. THE PRINCIPAL SHALL NOT BE
GN2. FINAL LOCATIONS OF CONDUITS SHALL BE PROVIDED WHEN AVAILABLE FROM DIVERTED AROUND THE WORK SITE WHERE POSSIBLE. LIABLE FOR ANY OMISSION OF SERVICES FROM THE PLANS OR THE ACCURACY OF
SERVICE AUTHORITIES. (IF REQUIRED). b. ALL DRAINAGE, EROSION AND SEDIMENT CONTROLS TO BE ANY SERVICES SHOWN ON THE PLANS.
INSTALLED AND BE OPERATIONAL BEFORE COMMENCING
GN3. ALL CONSTRUCTION SHALL JOIN SMOOTHLY TO EXISTING. UP-SLOPE EARTHWORKS. RD2. SURFACE LEVELS OVER THE SITE HAVE BEEN INTERPOLATED THROUGH
c. ALL SEDIMENT & EROSION CONTROL DEVICES MUST BE COMPUTER MODELING OF FIELD SURVEY DATA. THESE CALCULATED LEVELS MAY
GN4. NOTIFY ALL RELEVANT AUTHORITIES PRIOR TO COMMENCEMENT OF WORK REGULARLY INSPECTED AND MAINTAINED BY THE VARY FROM THE ACTUAL GROUND LEVEL.
WITHIN EXISTING ROAD RESERVES. CONTRACTOR. INSPECTIONS SHOULD OCCUR ON A WEEKLY
BASIS (MINIMUM), ALONG WITH BEFORE AND AFTER RD3. ALL CONSTRUCTION LEVELS SHALL BE SET BY THE CONTRACTOR WITH
GN5. THE CONTRACTOR SHALL CONTACT ALL RELEVANT SERVICE AUTHORITIES FOR SIGNIFICANT RUNOFF PRODUCING STORMS. REFERENCE TO SURVEYED BENCH MARKS PROVIDED BY THE PRINCIPAL'S
DETAILED LOCATION AND LEVEL OF SERVICES PRIOR TO COMMENCEMENT OF d. ALL DISTURBED LAND MUST BE RENDERED EROSION-PROOF APPOINTED SURVEYOR.
WORKS AND THE SITE. ANY DAMAGE TO EXISTING SERVICES SHALL BE BY THE ESTABLISHMENT OF 80% EFFECTIVE GROUND
RECTIFIED AT THE CONTRACTORS EXPENSE. COVER WITHIN 28 DAYS OF FINAL EARTHWORKS TRIM. RD4. SUBGRADE EVALUATION IS TO BE UNDERTAKEN IN ACCORDANCE WITH THE
e. IN AREAS WHERE RUNOFF TURBIDITY IS TO BE PROCEDURES OUTLINED IN ARRB SR41 - A STRUCTURAL DESIGN GUIDE FOR
GN6. ALL WORK SHALL CONFORM WITH THE RELEVANT LOCAL AUTHORITY'S CONTROLLED, EXPOSED SURFACES TO BE EITHER FLEXIBLE RESIDENTIAL STREET PAVEMENTS.
SPECIFICATIONS AND REQUIREMENTS. MULCHED, COVERED WITH EROSION CONTROL BLANKETS
OR TURFED IF EARTHWORKS ARE EXPECTED TO BE RD5. ALL KERBING SHALL CONFORM TO LOCAL AUTHORITY COUNCIL'S RELEVANT
DELAYED FOR MORE THAN 14 DAYS. STANDARD DRAWINGS.
f. STRAW BALE SEDIMENT TRAPS ARE A SECONDARY OPTION
WHICH GENERALLY SHOULD NOT BE USED IF OTHER RD6. ALL ROADSIDE VERGE AREAS AND BATTERS SHALL BE TOP S OILED TO A
OPTIONS ARE AVAILABLE. MINIMUM DEPTH OF 100mm (LIGHTLY COMPACTED) AND TURFED.
SE2. SEDIMENT CONTROL FENCE: RD7. PAVEMENT MARKINGS AND SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH THE
g. NOT TO BE LOCATED IN AREAS OF CONCENTRATED FLOW. QUEENSLAND MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
h. NORMALLY LOCATED ALONG THE CONTOUR WITH A
MAXIMUM CATCHMENT AREA 0.6 HA PER 100M LENGTH OF RD8. PROVIDE TELSTRA AND ENERGEX CONDUITS UNDER CONCRETE DRIVE-WAYS,
FENCE. WHERE DIRECTED.
i. WOVEN FABRICS ARE PREFERRED, NON-WOVEN FABRICS
MAY BE USED ON SMALL WORK SITES, I.E. OPERATIONAL
PERIOD LESS THAN 6 MONTHS OR ON SITES WHERE DRAINAGE NOTES
SIGNIFICANT SEDIMENT RUNOFF IS NOT EXPECTED.
DN1. 1.5m WIDE EASEMENTS SHALL BE CREATED OVER ALL INTER-ALLOTMENT
j. WHERE FENCES NEED TO BE LOCATED ACROSS THE
DRAINAGE LINES UNO.
CONTOUR - REFER IPEAW STANDARD DRAWING D-0040 FOR
DETAILS.
DN2. PIPE BEDDING AND BACKFILL ARE IN ACCORDANCE WITH LOCAL AUTHORITIES
k. FENCES ARE REQUIRED 2m MIN FROM TOE OF CUT OR FILL
REFERENCED SPECIFICATION AND/OR STANDARD DRAWINGS.
BATTERS, WHERE NOT PRACTICAL ONE FENCE CAN BE AT
THE TOE WITH A SECOND FENCE 1M MIN AWAY. FENCE
DN3. PIPE MATERIALS ARE UPVC SEWER PIPE MINIMUM CLASS SN4; UPVC DRAINAGE
SHOULD NOT BE LOCATED PARALLEL WITH TOE IF
PIPE PLASCOR OR EQUIVALENT OF EQUIVALENT CLASS TO UPVC SEWER CLASS
CONCENTRATION OF FLOW WILL OCCUR BEHIND THE FENCE.
SN4; R.C.P. CLASS "2" RUBBER RING JOINTED OR F.R.C. PIPE CLASS "X" RUBBER
RING JOINTED.
SE3. TEMPORARY CONSTRUCTION ENTRY/EXIT SEDIMENT TRAP:
l. ADJACENT STORMWATER RUNOFF TO BE DIVERTED AWAY
DN4. UPVC PIPES ARE EITHER RUBBER RING JOINTED OR SOLVENT WELD JOINTED.
FROM ENTRY/EXIT.
STANDARD MANUFACTURER'S FITTINGS ARE USED IN BOTH CASES.
m. WHEEL - WASH OR SPRAY UNIT MAY BE REQUIRED DURING
WET WEATHER.
DN5. FRC AND RCP SYSTEMS ARE CONSTRUCTED BY EMBEDDING THE LOWER PRECAST
SECTION INTO A WET CAST-INSITU CONCRETE BASE. CUT OUTS FOR PIPE
SE4. SAFETY ISSUES MUST BE CONSIDERED AT ALL TIMES, INCORPORATE
PENETRATIONS ARE MADE USING CONCRETE SAWS/DRILLS WHILE MINIMIZING
TRAFFIC CONTROL DEVICES .
DAMAGE TO THE ADJACENT PIPE MATERIALS.
SE5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ALL
DN6. LIDS TO CAST-IN-SITU MANHOLES ARE LIGHT DUTY, CLOSE FITTING BOLT DOWN
SEDIMENT AND EROSION CONTROL MEASURES HAVE BEEN
CAST IRON OR GALVANISED STEEL, CONCRETE INFILL TYPE (GATIC LIGHT DUTY,
ADDRESSED AS STIPULATED IN THE ENVIRONMENTAL MANAGEMENT
POLYCRETE BROADSTEL OR SIMILAR) OF APPROXIMATELY THE SAME INTERNAL
PLAN. ADDITIONAL OR DIFFERENT SEDIMENT & EROSION CONTROL
DIMENSIONS AS THE MANHOLE.
DEVICES MAY BE REQUIRED DURING CONSTRUCTION PHASE TO
COMPLY WITH THE ABOVE.
DN7. ALL STEEL GRATES AND FRAMES TO BE HOT DIPPED GALVANIZED AND SHALL BE
CYCLE PROOF IN ACCORDANCE WITH AS 3996.
SE6. TEMPORARY STOCKPILES TO HAVE 1:6 SIDE BATTERS (MAXIMUM) AND
BE SHAPED TO ENSURE RUN-OFF IS TREATED AND MANAGED TO THE
DN8. LIDS MATCH FINISHED SURFACE GROUND SLOPE AND SIT PROUD AS SHOWN ON
SATISFACTION OF THE SUPERINTENDENT. ALL EXPOSED STOCKPILE
THE LOCAL AUTHORITIES STANDARD AND ARE MARKED "STORMWATER"
SURFACES TO BE GRASS SEEDED. SEDIMENT FENCES AND CUT-OFF
IMPRESSED INTO THE CONCRETE INFILL. INFILL CONCRETE IS CLASS N25.
DRAINS MAY BE REQUIRED.
DN09. UPVC PIPE AND KERB ADAPTORS ARE USED WHERE DISCHARGE IS INTO THE KERB
AND CHANNEL.
NOTE: DN10. INTER-ALLOTMENT DRAINAGE LINES ARE LOCATED 0.5 METRES FROM REAR OR
EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE DESIGNED SIDE BOUNDARIES WITHIN THE PROPERTIES SERVED.
AND PROVIDED IN ACCORDANCE WITH THE INTERNATIONAL EROSION
CONTROL ASSOCIATION (AUSTRALASIA) 2018's "BEST PRACTICE DN11. MATERIALS AND CONSTRUCTION ARE IN ACCORDANCE WITH COUNCIL'S
EROSION AND SEDIMENT CONTROL FOR BUILDING AND STANDARD SPECIFICATION FOR STORMWATER DRAINAGE.
CONSTRUCTION SITE.
DN12. THE CONTRACTOR SHALL CONFIRM ALL LEVELS BEFORE COMMENCING WORK.
DN13. THE CONTRACTOR SHALL CONTACT ALL RELEVANT AUTHORITIES AND LOCATE
ALL SERVICES BEFORE COMMENCING WORK.THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE CAUSED TO SERVICES BY THE WORKS
IRRESPECTIVE OF WHETHER THE SERVICES ARE SHOWN ON THE DRAWINGS OR
NOT.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 19-02-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 2 OF 30
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
STORMWATER NOTES SW02 B
CL
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558
DATE 13-09-19 Barlow Shelley Consulting Engineers
Section 3
EE
LEGEND - EXISTING FEATURES NIE
CR
ADJACENT BOUNDARY EE
KR
CADASTRAL BOUNDARY OA 1856-SW12
D
COVENANT D
EK ROA
EASEMENT
IE CRE
BANK BOTTOM LOT 4 EE EEN
BANK TOP SP246584 NIE
CR
BUILDING
FH
E EK
RO
CONCRETE STRUCTURES A D
LOT 22
FENCE
KERB & CHANNEL
RETAINING WALL FH
FH
LOT 1 WA LOT 23
FH
ELECTRICAL OVERHEAD FH
SP222982 LTE
ELECTRICAL UNDERGROUND RH
FH
AY
FH
OPTICAL FIBRE D
FH
RIV PROPOSED STORMWATER FOR LOT 3
TELSTRA FH
E
IVE
STORMWATER DRAINAGE
HOFMAN DR
SEWER DN150 uPVC SN8 FH
FH
SEWER DN225 uPVC SN8 EXISTING NOOSA CIVIC
SEWER RISING MAIN
FH
SHOPPING PRECINCT FH
LOT 147
SEWER EASEMENT FH
LOT 2 1856-SW11 NPW889
WATERMAIN DN150 oPVC PN16
WATERMAIN DN225 DICL PN16 FH
WATERMAIN DN375 AC
PROPOSED STORMWATER
FH
FH
LOT 21
PROPOSED STORMWATER
FH
FH
1856-SW10
HO
LOT 19
ET
FM
E
HAY DRIV
RENE STRE
AN
LOT 18
DR
IVE LOT 17
FH
LOT 3
WALTER
FH
LOT 7
1856-SW08
PROPOSED STORMWATER FH
LOT 4
1856-SW09
LOT 5
LOT 6
LOT 8
LOT 7
LOT 15 LOT 9 RP46782
1856-SW07
LOT 5
SP222982 LOT 16 PROPOSED STORMWATER
LOT 14
LOT 10
PROPOSED STORMWATER
LOT 13
LOT 12 LOT 11 LOT 2
RP160983
1856-SW06
VE
DRI
AY
RH
1856-SW05
LTE
WA
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 19-02-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 3 OF 30
0 40 80 120 160 200m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:4000 A3 p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
OVERALL STORMWATER PLAN SW03 B
CL
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558
DATE 13-09-19 Barlow Shelley Consulting Engineers
Section 4
EE
NIE
CR
EE
KR
CATCHMENT AREAS OA
D
D
CATCHMENT ID AREA
EK ROA
IE CRE
A 1.570
LOT 4 EE EEN
SP246584 NIE
B 1.350 CR
FH
E EK
C 0.330 RO
A D
D 0.320 LOT 22
E 0.200
FH
F 0.200 FH
LOT 1 WA LOT 23
FH
FH
G 0.110 SP222982 LTE
RH
FH
AY
FH
H 0.050 FH D RIV
I 0.340 FH
E
IVE
HOFMAN DR
J 0.130
FH
FH
K 0.310 EXISTING NOOSA CIVIC
L 0.390 FH
SHOPPING PRECINCT FH
LOT 147
FH
LOT 2 NPW889
M 0.380
K1
N 0.110 FH
O 0.370 J1
P 0.400
FH
Q 0.050
F1
R 0.040 FH
LOT 21
S 0.030 FH
O1
T 0.110 FH
LOT 19
CMT D1= 0.14HA
CMT E1= 0.13HA
HO
A
L1 E1 D1 CMT A= 1.57HA
ET
U 0.040
FM
E
M1
HAY DRIV
RENE STRE
AN
V 0.220 LOT 18 N1
W 0.050 DR
IVE LOT 17
FH
LOT 3
X 0.030
I1
WALTER
Y 0.090
FH
F LOT 7
Z 0.250
A
.2H
A
=0
.2H
TF
=0
A1 0.430 E
CM
TE
CM
FH
LOT 4
CMT C1= 0.23HA CMT B= 1.35HAB
B1 0.230
C1 B1
Y
CMT B1= 0.23HA
LOT 5 Z LOT 7
C1 0.230
CM
RP46782
TY
=0
LOT 6
CMT Z= 0.25HA
.09
HA
D1 0.140 P
W
CMT W= 0.05HA
LOT 8
G2
CMT G2= 0.05HA
CMT C= 0.33HA
C
E1 0.130 X
CMT X= 0.03HA
V LOT 9
LOT 15
CMT P= 0.40HA
S
CMT S= 0.03HA
CMT V= 0.22HA CMT D= 0.32HA
D
CMT T= 0.11HA G1
CMT G= 0.11HA
F1 0.330 T
LOT 5 CMT U= 0.04HA
U H
CMT H= 0.05HA CMT H1= 0.11HA
H1
CMT R=
SP222982
CMT Q=
G1 0.050 Q R LOT 16
CMT A1= 0.43HA
LOT 14
0.04HA
0.05HA
CMT O= 0.37HA
H1 0.110
HA
O LOT 10
.13
CMT I= 0.34HA
=0
J
TJ
N
CM
CMT N= 0.11HA
I1 3.400
I
LOT 13
CMT M= 0.38HA
L K
J1 0.044
M LOT 12
CMT L= 0.39HA
CMT K= 0.31HA
LOT 11 LOT 2
K1 0.770 RP160983
L1 0.320
M1 0.320
VE
N1 0.370
DRI
O1 0.380
AY
RH
LTE
WA
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 19-02-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 4 OF 30
0 40 80 120 160 200m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:4000 A3 p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
CATCHMENT PLAN SW04 B
CL
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558
DATE 13-09-19 Barlow Shelley Consulting Engineers
Section 5
JOINS PLAN 1856-SW06 5
5
37
5
5
37
DN
LEGEND - NEW WORKS EXTENT DN E
600 DRIV
N
DN525 HOFMANNN525
5
1
D
37
D
8
DN
6 8
D
PROPOSED AC SEAL
LOT 15
D
7
N
1
N
5
37
5
37
4172m²
5
5
5
9
PROPOSED CONCRETE DRIVEWAY 2
TO IPWEAQ RS-051 REFER 1856-R34 FOR TYPES 3
8
1 RO 1
FOR HOFMANN DR TREE AD
PROPOSED AC DRIVEWAY FOR STORMWATER PIPE SIZES
11 4
PIT DETAIL PLAN REFER A
DN375
TO PLAN 1856-SW25 REFER TO 'STORMWATER 1
LONGITUDINAL SECTIONS
PROPOSED CONCRETE FOOTPATH
FOR TYPICAL LOT BIORETENTION 2 DN
FOR ROAD B TREE PIT DETAIL 375
BASIN REFER TO PLAN 1856-SW24
PLAN REFER TO PLAN 1856-SW25 11
PROPOSED CONCRETE ISLAND LOT 16 3
LOT 14 1
3 4443m² 11
4005m² 4
2 5
PROPOSED TURFING 37
DN
2m
D FOR ROAD A BIORETENTION
6m
PROPOSED VEGETATION AREA N DN
2 52 BASIN REFER TO PLAN 1856-SW19
WI
5 45
DE
0
2 7 LOT 10
E
MT
0
PROPOSED BIO-RETENTION BASIN 60 0 2
5.5
45 6 4733m²
DN DN
6m
BASIN B
DN525 ROAD 2
4
DN
PROPOSED TREE PIT
m
2 5
5.55
4 50
2
5.56m
B1 KERB 1
PROPOSED BARRIER KERB (B1 TYPE) FOR STRUCTURE 1/2 OUTLET
450mm CHANNEL [ROAD EDGE] DETAIL REFER TO PLAN 1856-SW27 1 3
FOR STORMWATER PIPE SIZES
LOT 13
SM4 KERB
2 REFER TO 'STORMWATER
PROPOSED SEMI MOUNTABLE KERB 4117m² LONGITUDINAL SECTIONS
TYPE (SM4) 160mm FACE [TRAFFIC ISLAND]
LOT 11
PROPOSED EARTHWORKING
SLOPE FOR TYPICAL LOT BIORETENTION 4999m²
BASIN REFER TO PLAN 1856-SW24 LOT 12
PROPOSED SWALE DRAIN 7972m²
PROPOSED STORMWATER FOR NEW EARTHWORKS OVER
DRAINAGE LOTS 10 TO 16 REFER TO
PLANS 1856-EW01 TO EW10
JOINS PLAN 1856-SW06
LOT 5
FOR TYPICAL LOT BIORETENTION
ATTENTION: STORMWATER PIPES SP222982 BASIN REFER TO PLAN 1856-SW24
ALL STORMWATER PIPES ARE TO BE FOR BUSHFIRE ACCESS DRIVEWAY
REINFORCED CONCRETE PIPES (RCP) PROVIDE DN525 RCP SW PIPE AS
WITH RRJ JOINTS UP TO DN750 THERE IPWEAQ RS-056
AFTER TO BE FLUSH JOINT (FJ)
IVE
ATTENTION:
DR
IT IS THE CONTRACTORS RESPONSIBILITY
TO NOTIFY THE ADJACENT PROPERTY
HAY
OWNERS PRIOR TO ANY WORKS
COMMENCING ONSITE
R
LTE
WA
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
BUSHFIRE ACCESS DRIVEWAY TO BE
OF ANY RECTIFICATION WORKS DUE TO
GENERAL IN ACCORDANCE WITH
DAMAGE TO EXISTING SERVICES SHALL BE
IPWEAQ STANDARD DRAWING RS-056
BORNE BY THE CONTRACTOR.
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 19-02-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 5 OF 30
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3 p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
STORMWATER LAYOUT PLAN 1 OF 8 SW05 B
CL
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558
DATE 13-09-19 Barlow Shelley Consulting Engineers
Section 6
JOINS PLAN 1856-SW09
2
5 375 FOR STORMWATER PIPE SIZES LOT 3
DN REFER TO 'STORMWATER
FH LONGITUDINAL SECTIONS 4.004 Ha
DN900
1
D
N
75
5
0
1 LOT 4 LOT 7
FOR ROAD C BIORETENTION
DN3
75
6 2365m² BASIN REFER TO PLAN 1856-SW21 2.963 Ha
C
3 AD
5 RO
HO
D
N
FM
75
0
AN
N
1 LOT 5 10
DR
LOT 8
7 2307m² LOT 6 5
IV
9 3257m²
E
5
2473m² 37
N
5 D
FOR ROAD C BIORETENTION
75
DN3
75
3
DN BASIN REFER TO PLAN 1856-SW20
1
4 4
1 15
LOT 15 5 DN 0 FOR STORMWATER PIPE SIZES 12
67 5 10 45
4172m² 5 D
N LOT 9 REFER TO 'STORMWATER
2 5
LONGITUDINAL SECTIONS 67
5
5 3274m² DN
37
12
5
37
DN
DN
600
N
1 5 E
D
25
IV
DN9
37
DN525 DN5
DN525
8 DR
DN
6 8 Y
00
D
HA
D
7
N
1 5 25
DN5
N
2
37
5
37
11.74
m 1 ER
5
5
5
9 1 T
4m SW
12 AL
12m
2
3 W
5
52
8
DN
1
EMT
1
JOINS PLAN 1856-SW07
FOR STRUCTURE 1/12 OUTLET
11 RO
FOR STORMWATER PIPE SIZES AD 4 DETAIL REFER TO PLAN 1856-SW27
DN375
REFER TO 'STORMWATER 1
A
LONGITUDINAL SECTIONS
FOR ROAD B TREE PIT DETAIL
LOT 16 2 DN
375 SAW CUT & BREAK UP EXISTING TRAFFIC
PLAN REFER TO PLAN 1856-SW25 4443m² 11 ISLAND AS REQUIRED TO CONSTRUCT
3 NEW BIORETENTION BASIN. REFER TO
1 STORMWATER DRAWINGS FOR DETAILS
11
B
3 4
LOT 14
AD
2 75
4005m² 3
RO
DN
2m
D FOR ROAD A BIORETENTION
6m
N DN
2 52 BASIN REFER TO PLAN 1856-SW19
WI
5 45
DE
0
2 7
EM
00 0 6 2 LOT 10
T
6 5
DN N4
D 2 4733m²
DN525
4 ATTENTION: STORMWATER PIPES
DN
FOR NEW EARTHWORKS OVER ALL STORMWATER PIPES ARE TO BE
m
2 5
45
5.55
LOTS 10 TO 16 REFER TO REINFORCED CONCRETE PIPES (RCP)
0
PLANS 1856-EW01 TO EW10 2 WITH RRJ JOINTS UP TO DN750 THERE
5.56m
1
AFTER TO BE FLUSH JOINT (FJ)
1 FOR STORMWATER PIPE SIZES 3
LOT 13
2 REFER TO 'STORMWATER
4117m² LONGITUDINAL SECTIONS ATTENTION:
IT IS THE CONTRACTORS RESPONSIBILITY
TO NOTIFY THE ADJACENT PROPERTY
LOT 11 OWNERS PRIOR TO ANY WORKS
4999m² COMMENCING ONSITE
LOT 12 CAUTION:
EXISTING SERVICES THE CONTRACTOR IS
7972m² TO DETERMINE THE EXACT LOCATION OF
ALL EXISTING SERVICES IN THE VICINITY
IVE OF THE PROPOSED WORKS PRIOR TO THE
FOR TYPICAL LOT BIORETENTION DR START OF ANY CONSTRUCTION. THE COST
BASIN REFER TO PLAN 1856-SW24 Y OF ANY RECTIFICATION WORKS DUE TO
HA DAMAGE TO EXISTING SERVICES SHALL BE
R
TE BORNE BY THE CONTRACTOR.
AL
JOINS PLAN 1856-SW05 W
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 19-02-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 6 OF 30
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3 p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
STORMWATER LAYOUT PLAN 2 OF 8 SW06 B
CL
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558
DATE 13-09-19 Barlow Shelley Consulting Engineers
Section 7
JOINS PLAN 1856-SW08
EXISTING NOOSA CIVIC
LOT 19
3150m²
T
EM IN
SW RA
6m ED
BL
TA
TO
2m
LOT 18
3243m²
T
EM
SW
LOT 17
6m
JOINS PLAN 1856-SW06
3719m²
FH
FOR LOT 18 DRIVEWAY PROVIDE
DN450 RCP SW PIPE AS IPWEAQ
RS-056 FOR LOT 17 DRIVEWAY PROVIDE
HO DN525 RCP SW PIPE AS IPWEAQ RS-056
FM
T
AN
EM
N
SW
D
6m
RI
VE
FOR STRUCTURE OUTLET DETAIL
REFER TO PLAN 1856-SW29
FOR HOFMANN DRIVE BIORETENTION
UNIT BASIN REFER TO PLAN 1856-SW22
COMPLEX
FH
LOT 3
4.004 Ha
DN
60
0
EXISTING BOX 2
CULVERT & GULLY 5 375
DN
FH
DN900
D
1
N
FOR STRUCTURE 1/5 OUTLET
75
DETAIL REFER TO PLAN 1856-SW28 5
0
1
75 LOT 4
DN3 6
2365m²
3
ATTENTION: STORMWATER PIPES 5
ALL STORMWATER PIPES ARE TO BE
REINFORCED CONCRETE PIPES (RCP)
D
N
WITH RRJ JOINTS UP TO DN750 THERE
75
AFTER TO BE FLUSH JOINT (FJ)
0
LOT 5
1 2307m²
ATTENTION:
IT IS THE CONTRACTORS RESPONSIBILITY 7
TO NOTIFY THE ADJACENT PROPERTY LOT 6
OWNERS PRIOR TO ANY WORKS 2473m²
5
37
COMMENCING ONSITE
DN
4
CAUTION: DN 1
5 60
EXISTING SERVICES THE CONTRACTOR IS 0
5 10
TO DETERMINE THE EXACT LOCATION OF
5
5
37
ALL EXISTING SERVICES IN THE VICINITY LOT 15
5
37
DN
OF THE PROPOSED WORKS PRIOR TO THE DN
600
4172m²
N
START OF ANY CONSTRUCTION. THE COST
5
1
D
37
DN525
OF ANY RECTIFICATION WORKS DUE TO DN525
8
DN
DAMAGE TO EXISTING SERVICES SHALL BE 6 8
D
7
N
BORNE BY THE CONTRACTOR. 1 5
37
5
5
9 5
JOINS PLAN 1856-SW06
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 19-02-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 7 OF 30
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3 p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
STORMWATER LAYOUT PLAN 3 OF 8 SW07 B
CL
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558
DATE 13-09-19 Barlow Shelley Consulting Engineers
Section 8
FIELD INLET PIT
900x900
GRATED LID
SL6.71
IL5.31
DEPTH 1.40
DN375 (1) x 15° BEND
FH
DN375 HEADWALL DN375 (1) x 15° BEND
WITH D50=200mm
AREA=7.5m2
DN375 DN375 (1) x 30° BEND
D
N
37
DN375 DN3
5
GROUT EXISTING PIPE 75
PENETRATION & PROVIDE NEW PIPE
PENETRATION TO SUIT 1.1% GRADE D
N
37 EXISTING NOOSA CIVIC
5 DN375 (1) x 22.5° BEND
DN375 STORMPRO PIPE DN375 (1) x 15° BEND
GRADE 1.1% DN375 STORMPRO PIPE
GRADE 0.95%
DN375 (2) x 45° BEND
CONSTRUCT NEW 900x900
(INTERNAL) CAST IN-SITUFH
FIELD INLET PIT
CONCRETE FIELD INLET WITH 150mm 900x900
WALL. FLUSH GRATE CLASS D GRATED LID
SL6.80
LOT 21
IL5.45 3825m² EX FIELD INLET PIT
DEPTH 1.35 600x600
GRATED LID
FH
SL6.96
IL6.09
DEPTH 0.87
CORE DRILL INTO EXISTING FIELD INLET PIT
STORMWATER PIT & PROVIDE NEW HO 600x600
INLET. CONTRACTOR TO CONFIRM GRATED LID
LEVEL PRIOR TO WORKS COMMENCING
FM
FH
SL5.20 BREAK UP & REMOVE EXISTING DN375
IL4.60 STORMWATER PIPE & HEADWALL TO TIP
AN
DEPTH 0.60
N
DR
IVE
LOT 19
3150m²
PROVIDE TABLE DRAIN ALONG THE
FRONTAGE OF LOTS 19-17 & GRADE TO
EXISTING GULLY TO THE EAST. PROVIDE
1:2 BATTERS 1.5m WIDE TO INVERT
ATTENTION: STORMWATER PIPES
ALL STORMWATER PIPES ARE TO BE
REINFORCED CONCRETE PIPES (RCP) LOT 18
WITH RRJ JOINTS UP TO DN750 THERE
AFTER TO BE FLUSH JOINT (FJ) 3243m²
ATTENTION:
JOINS PLAN 1856-SW07
IT IS THE CONTRACTORS RESPONSIBILITY FH
TO NOTIFY THE ADJACENT PROPERTY
LOT 17
OWNERS PRIOR TO ANY WORKS
COMMENCING ONSITE FOR LOT 18 DRIVEWAY PROVIDE 3719m²
DN450 RCP SW PIPE AS IPWEAQ
RS-056 FOR LOT 17 DRIVEWAY PROVIDE
CAUTION: DN525 RCP SW PIPE AS IPWEAQ RS-056
EXISTING SERVICES THE CONTRACTOR IS HO
TO DETERMINE THE EXACT LOCATION OF FM
ALL EXISTING SERVICES IN THE VICINITY AN
OF THE PROPOSED WORKS PRIOR TO THE N LOT 3
D
START OF ANY CONSTRUCTION. THE COST RI 4.004 Ha
VE
OF ANY RECTIFICATION WORKS DUE TO
DAMAGE TO EXISTING SERVICES SHALL BE FOR STRUCTURE OUTLET DETAIL
BORNE BY THE CONTRACTOR. REFER TO PLAN 1856-SW29
UNIT
COMPLEX
FH
DN
60
0
JOINS PLAN 1856-SW06
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 19-02-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 8 OF 30
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3 p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
STORMWATER LAYOUT PLAN 4 OF 8 SW08 B
CL
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558
DATE 13-09-19 Barlow Shelley Consulting Engineers
Section 9
D
JOINS PLAN 1856-SW10 OA
DN IN GR
IST
DN750
D N900 4 50 EX
FOR STRUCTURE 1/19 OUTLET
DETAIL REFER TO PLAN 1856-SW30
1
1 4
19
20 20
D
N
DRIVE
75
0
HAY
2
20
WALTER
DN
5
750
20
750
DN CONSTRUCT 1:2 1m WIDE TABLE DRAIN &
3 GRADE INLET OF STORMWATER STRUCTURE
DN750 4 5/20 (REFER TO LONGITUDINAL SECTION FOR
20
INLET INVERT LEVEL
20
ROAD C
FOR ROAD B TREE PIT DETAIL PROVIDE CHILD PROOF SAFTEY
PLAN REFER TO PLAN 1856-SW26 GRILL WITH HORIZONTAL SPACING
NOT EXCEEDING 150mm
LOT 3
4.004 Ha
JOINS PLAN 1856-SW05
ATTENTION: STORMWATER PIPES
ALL STORMWATER PIPES ARE TO BE
REINFORCED CONCRETE PIPES (RCP)
WITH RRJ JOINTS UP TO DN750 THERE
AFTER TO BE FLUSH JOINT (FJ)
LOT 7
ATTENTION:
IT IS THE CONTRACTORS RESPONSIBILITY 2.963 Ha
TO NOTIFY THE ADJACENT PROPERTY
OWNERS PRIOR TO ANY WORKS
COMMENCING ONSITE
CAUTION:
EXISTING SERVICES THE CONTRACTOR IS
TO DETERMINE THE EXACT LOCATION OF
E
HAY DRIV
ALL EXISTING SERVICES IN THE VICINITY
OF THE PROPOSED WORKS PRIOR TO THE
START OF ANY CONSTRUCTION. THE COST
C
OF ANY RECTIFICATION WORKS DUE TO
AD
DAMAGE TO EXISTING SERVICES SHALL BE
WALTER
BORNE BY THE CONTRACTOR.
RO
JOINS PLAN 1856-SW05
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD DRAWN
I GDETAL
IS SCALE APPROVED PROPOSED SUBDIVISION 1856
A 19-02-20 FOR APPROVAL MM CL AT NOOSA CIVIC, WALTER HAY DRIVE
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 9 OF 30
0 10 20 30 40 50m
FOR STOCKWELL PTY LTD
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
SCALE 1:1000 A3 p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK (RPEQ 19358) e [email protected] w www.barlowshelley.com.au
STORMWATER LAYOUT PLAN 5 OF 8 SW09 B
CL
This drawing is not to be copied or amended without written permission from a PO Box 899, Maroochydore,4558
DATE 13-09-19 Barlow Shelley Consulting Engineers
The text continues on section 10.