Council archive · source document
Approved Plans 3 of 4 Stormwater OPW20-0145 · OPW20/0145
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
GENERAL NOTES SEDIMENT & EROSION CONTROL ROADWORKS NOTES -
GN1. ALL DIMENSIONS AND SET OUT POINTS ARE TO THE KERB LINE OF THE
SPECIFIED KERB TYPE. REFER LOCAL AUTHORITIES STANDARD DRAWINGS FOR
NOTES RD1. THE CONTRACTOR SHALL ESTABLISH THE LOCATION, LINE & LEVEL OF ALL PUBLIC
& PRIVATE UTILITY SERVICES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION.
NOOSA COUNCIL
KERB TYPE DETAILS. SE1. GENERAL:
a. TEMPORARY DRAINAGE CONTROL. FLOW SHOULD BE
WHERE UTILITY SERVICES ARE SHOWN ON THE PLANS, THEY ARE SHOWN FOR
THE INFORMATION OF THE CONTRACTOR ONLY. THE PRINCIPAL SHALL NOT BE APPROVED PLAN
LIABLE FOR ANY OMISSION OF SERVICES FROM THE PLANS OR THE ACCURACY OF
OPW20/0145 17 DEC 2020
GN2. FINAL LOCATIONS OF CONDUITS SHALL BE PROVIDED WHEN AVAILABLE FROM DIVERTED AROUND THE WORK SITE WHERE POSSIBLE.
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 SCALE APPROVED 1856
A 19-02-20 FOR APPROVAL MM CL
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 2 OF 30
C
D
21-09-20
16/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
E 26-11-20 REVISED AS PER COUNCIL RFI [5-11-20] MM CL p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK CL (RPEQ 19358) e [email protected] w www.barlowshelley.com.au SW02 E
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
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Section 2
JOINS PLAN 1856-SW06
5
37
5
LEGEND - NEW WORKS EXTENT DN
37
DN
E
600 DRIV
N
DN525 HOFMANN 525
5
D
37
DN
DN
PROPOSED AC SEAL
D
LOT 15
D
N
N
37
37
5
5
PROPOSED CONCRETE DRIVEWAY
TO IPWEAQ RS-051 REFER 1856-R34 FOR TYPES
RO
FUTURE CONCRETE DRIVEWAY (TO BE CONSTRUCTED FOR HOFMANN DR TREE AD
LATER) TO IPWEAQ RS-051 REFER 1856-R34 FOR TYPES PIT DETAIL PLAN REFER FOR STORMWATER PIPE SIZES A
REFER TO 'STORMWATER
DN375
TO PLAN 1856-SW25
LONGITUDINAL SECTIONS
PROPOSED AC DRIVEWAY
FOR TYPICAL LOT BIORETENTION DN3
FOR ROAD B TREE PIT DETAIL 75
BASIN REFER TO PLAN 1856-SW24
PLAN REFER TO PLAN 1856-SW25
PROPOSED CONCRETE FOOTPATH LOT 16
LOT 14
5
PROPOSED CONCRETE ISLAND 37
DN
2m
D FOR ROAD A BIORETENTION
6m
PROPOSED TURFING N DN
52 BASIN REFER TO PLAN 1856-SW19
WI
5 45
0
DE
LOT 10
EM
0
60 50
T
5.5
PROPOSED VEGETATION AREA 4
DN DN
63
B
RO AD
m
DN525
PROPOSED BIO-RETENTION BASIN
DN
3m
BASIN
45
5.55
B1 KERB
0
PROPOSED BARRIER KERB (B1 TYPE)
5.564m
450mm CHANNEL [ROAD EDGE] FOR STRUCTURE 1/2 OUTLET
DETAIL REFER TO PLAN 1856-SW27
FOR STORMWATER PIPE SIZES
SM4 KERB LOT 13 REFER TO 'STORMWATER
PROPOSED SEMI MOUNTABLE KERB
TYPE (SM4) 160mm FACE [TRAFFIC ISLAND] LONGITUDINAL SECTIONS
PROPOSED EARTHWORKING LOT 11
SLOPE
FOR TYPICAL LOT BIORETENTION
BASIN REFER TO PLAN 1856-SW24 LOT 12
PROPOSED SWALE DRAIN
PROPOSED STORMWATER FOR NEW EARTHWORKS OVER
DRAINAGE LOTS 10 TO 16 REFER TO
PLANS 1856-EW01 TO EW10
LOT 5
JOINS PLAN 1856-SW06
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)
E
ATTENTION:
IV
IT IS THE CONTRACTORS RESPONSIBILITY
DR
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
NOOSA COUNCIL
OF THE PROPOSED WORKS PRIOR TO THE
START OF ANY CONSTRUCTION. THE COST APPROVED PLAN BUSHFIRE ACCESS DRIVEWAY TO BE
OPW20/0145 17 DEC 2020
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 SCALE APPROVED 1856
A 19-02-20 FOR APPROVAL MM CL
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 5 OF 30
0 10 20 30 40 50m
C
D
21-09-20
16/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
E 26-11-20 REVISED AS PER COUNCIL RFI [5-11-20] MM CL SCALE 1:1000 A3 p 07 5443 8285 ABN 89 215 591 077
F 10-12-2020 AMENDED LINE 24 BIO BASIN MINOR CHANGES DTB DTB DESIGN CHECK CL (RPEQ 19358) e [email protected] w www.barlowshelley.com.au SW05 F
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
JOINS PLAN 1856-SW09
75
D N3 FOR STORMWATER PIPE SIZES LOT 3
00 REFER TO 'STORMWATER
DN9 4.004 Ha
FH LONGITUDINAL SECTIONS
DN
75
0
LOT 4 LOT 7
5 FOR ROAD C BIORETENTION
DN3
7
BASIN REFER TO PLAN 1856-SW21 2.963 Ha
C
AD -
RO
HO
NOOSA COUNCIL
D
N
APPROVED PLAN
FM
75
0
OPW20/0145 17 DEC 2020
AN
N
LOT 5 LOT 8
DR
LOT 6
IV
5
E
37
N
D
DN3 FOR ROAD C BIORETENTION
5
37
75 BASIN REFER TO PLAN 1856-SW20
DN
LOT 15 DN
67 45
0 FOR STORMWATER PIPE SIZES
5 D
N LOT 9 REFER TO 'STORMWATER
5
LONGITUDINAL SECTIONS 67
5
DN
37
5
DN
37
DN
600
N
5 E
25
IV
D
DN525 D N5
D N9
DN525
37
DR
DN
AY
00
D
D
25 H
N
D N5
N
37
ER
37
4m
11.74
5
T
5
AL
4m SW
12m
W
5
52
DN
EMT
JOINS PLAN 1856-SW07
FOR STRUCTURE 1/12 OUTLET
RO DETAIL REFER TO PLAN 1856-SW27
FOR STORMWATER PIPE SIZES AD
REFER TO 'STORMWATER
DN375
A
LONGITUDINAL SECTIONS
FOR ROAD B TREE PIT DETAIL
LOT 16 DN3
75 SAW CUT & BREAK UP EXISTING TRAFFIC
PLAN REFER TO PLAN 1856-SW25 ISLAND AS REQUIRED TO CONSTRUCT
NEW BIORETENTION BASIN. REFER TO
STORMWATER DRAWINGS FOR DETAILS
B
LOT 14
D
5
A
37
RO
DN
2m
D FOR ROAD A BIORETENTION
6m
N DN
52 BASIN REFER TO PLAN 1856-SW19
WI
5 45
0
DE
EM
60
0
50 LOT 10
T
4
DN DN
DN525
ATTENTION: STORMWATER PIPES
DN
FOR NEW EARTHWORKS OVER ALL STORMWATER PIPES ARE TO BE
3m
LOTS 10 TO 16 REFER TO
45
REINFORCED CONCRETE PIPES (RCP)
5.55
0
PLANS 1856-EW01 TO EW10 WITH RRJ JOINTS UP TO DN750 THERE
5.564m
AFTER TO BE FLUSH JOINT (FJ)
FOR STORMWATER PIPE SIZES
LOT 13 REFER TO 'STORMWATER
LONGITUDINAL SECTIONS ATTENTION:
IT IS THE CONTRACTORS RESPONSIBILITY
TO NOTIFY THE ADJACENT PROPERTY
LOT 11 OWNERS PRIOR TO ANY WORKS
COMMENCING ONSITE
LOT 12 CAUTION:
EXISTING SERVICES THE CONTRACTOR IS
TO DETERMINE THE EXACT LOCATION OF
ALL EXISTING SERVICES IN THE VICINITY
E
IV 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 SCALE APPROVED 1856
A 19-02-20 FOR APPROVAL MM CL
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 6 OF 30
0 10 20 30 40 50m
C
D
21-09-20
16/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
E 26-11-20 REVISED AS PER COUNCIL RFI [5-11-20] MM CL SCALE 1:1000 A3 p 07 5443 8285 ABN 89 215 591 077
F 10-12-2020 AMENDED LINE 24 BIO BASIN MINOR CHANGES DTB DTB DESIGN CHECK CL (RPEQ 19358) e [email protected] w www.barlowshelley.com.au SW06 F
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
JOINS PLAN 1856-SW08
- EXISTING NOOSA CIVIC
LOT 19
NOOSA COUNCIL
APPROVED PLAN
OPW20/0145 17 DEC 2020 TO EACH LOT (TYP)
As annotated by Council LOT 18
PE
1.5
m
PI
OM
FR
m
1.5
ET
FS
LOT 17
OF
N
JOINS PLAN 1856-SW06
MI
2m
FH
TO EACH LOT (TYP)
1.5
m
H
O
FM
N
MI
TO EACH LOT (TYP)
2m
AN
T
EM
N
SW
D FOR HOFMANN DRIVE BIORETENTION
R
4m
IV BASIN REFER TO PLAN 1856-SW22
E
FOR STRUCTURE OUTLET DETAIL
REFER TO PLAN 1856-SW29
2m
UNIT
COMPLEX
2m
FH
LOT 3
4.004 Ha
DN
60
0
EXISTING BOX 75
D N3
CULVERT & GULLY 00
9
DN
DN
FH
75
FOR STRUCTURE 1/5 OUTLET
0
DETAIL REFER TO PLAN 1856-SW28
75 LOT 4
FOR BIO BASIN DETAILS D N3
REFER TO PLAN 1856-SW22
ATTENTION: STORMWATER PIPES
ALL STORMWATER PIPES ARE TO BE
REINFORCED CONCRETE PIPES (RCP)
D
WITH RRJ JOINTS UP TO DN750 THERE
N
75
AFTER TO BE FLUSH JOINT (FJ)
LOT 5
0
ATTENTION:
IT IS THE CONTRACTORS RESPONSIBILITY
TO NOTIFY THE ADJACENT PROPERTY LOT 6
OWNERS PRIOR TO ANY WORKS
75
COMMENCING ONSITE
3
DN
CAUTION: DN
60
EXISTING SERVICES THE CONTRACTOR IS 0
TO DETERMINE THE EXACT LOCATION OF
5
ALL EXISTING SERVICES IN THE VICINITY LOT 15
37
5
DN
37
OF THE PROPOSED WORKS PRIOR TO THE
DN
600
N
START OF ANY CONSTRUCTION. THE COST
5
D
DN525
DN525
37
OF ANY RECTIFICATION WORKS DUE TO
DN
DAMAGE TO EXISTING SERVICES SHALL BE
D
N
BORNE BY THE CONTRACTOR.
37
5
JOINS PLAN 1856-SW06
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 1856
A 19-02-20 FOR APPROVAL MM CL
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 7 OF 30
0 10 20 30 40 50m
C
D
21-09-20
16/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
E 26-11-20 REVISED AS PER COUNCIL RFI [5-11-20] MM CL SCALE 1:1000 A3 p 07 5443 8285 ABN 89 215 591 077
F 10-12-2020 AMENDED LINE 24 BIO BASIN MINOR CHANGES DTB DTB DESIGN CHECK CL (RPEQ 19358) e [email protected] w www.barlowshelley.com.au SW07 F
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
FIELD INLET PIT
900x900
GRATED LID
SL6.71
IL5.31
DEPTH 1.40
FH
DN375 HEADWALL
WITH D50=200mm
AREA=7.5m2
DN375
D
N
37
DN375 DN3
5
GROUT EXISTING PIPE 7 5
PENETRATION & PROVIDE NEW PIPE
PENETRATION TO SUIT 1.1% GRADE D
N
37 EXISTING NOOSA CIVIC
5
DN375 STORMPRO PIPE
GRADE 1.1% DN375 STORMPRO PIPE -
GRADE 0.95%
NOOSA COUNCIL
CONSTRUCT NEW 900x900
(INTERNAL) CAST IN-SITUFH
FIELD INLET PIT APPROVED PLAN
CONCRETE FIELD INLET WITH 150mm
OPW20/0145 17 DEC 2020
900x900
WALL. FLUSH GRATE CLASS D GRATED LID
SL6.80
LOT 21
IL5.45
DEPTH 1.35
EX FIELD INLET PIT
600x600 As annotated by Council
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 SL5.20
FM
FH
BREAK UP & REMOVE EXISTING DN375
IL4.60 STORMWATER PIPE & HEADWALL TO TIP
AN
DEPTH 0.60
N
DR
I VE
LOT 19
ATTENTION: STORMWATER PIPES TO EACH LOT (TYP)
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)
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
CAUTION: R
EA
EXISTING SERVICES THE CONTRACTOR IS H
O CL
TO DETERMINE THE EXACT LOCATION OF FM m
0m
ALL EXISTING SERVICES IN THE VICINITY AN 65
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 SCALE APPROVED 1856
A 19-02-20 FOR APPROVAL MM CL
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 8 OF 30
0 10 20 30 40 50m
C
D
21-09-20
16/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
E 26-11-20 REVISED AS PER COUNCIL RFI [5-11-20] MM CL SCALE 1:1000 A3 p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK CL (RPEQ 19358) e [email protected] w www.barlowshelley.com.au SW08 E
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
D
JOINS PLAN 1856-SW10 OA
GR
DN TIN
DN750
FOR STRUCTURE 1/19 OUTLET
DN900 45
0 EXIS
DETAIL REFER TO PLAN 1856-SW30
DN
E
75
HAY DRIV
0
WALTER
DN
75
0
0
75 CONSTRUCT 1:2 1m WIDE TABLE DRAIN &
DN
GRADE INLET OF STORMWATER STRUCTURE
DN750 5/20 (REFER TO LONGITUDINAL SECTION FOR
INLET INVERT LEVEL
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
-
NOOSA COUNCIL
APPROVED PLAN
OPW20/0145 17 DEC 2020
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 SCALE APPROVED 1856
A 19-02-20 FOR APPROVAL MM CL
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 9 OF 30
0 10 20 30 40 50m
C
D
21-09-20
16/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
E 26-11-20 REVISED AS PER COUNCIL RFI MM CL SCALE 1:1000 A3 p 07 5443 8285 ABN 89 215 591 077
F 10-12-2020 AMENDED LINE 24 BIO BASIN MINOR CHANGES DTB DTB DESIGN CHECK CL (RPEQ 19358) e [email protected] w www.barlowshelley.com.au SW09 F
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-SW11
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)
EXISTING
ATTENTION: NOOSA CIVIC LOT 25
IT IS THE CONTRACTORS RESPONSIBILITY 1.497 Ha
TO NOTIFY THE ADJACENT PROPERTY
OWNERS PRIOR TO ANY WORKS
COMMENCING ONSITE FH
WA
FH
LTE
CAUTION:
RH
EXISTING SERVICES THE CONTRACTOR IS
TO DETERMINE THE EXACT LOCATION OF
AY
ALL EXISTING SERVICES IN THE VICINITY
D
OF THE PROPOSED WORKS PRIOR TO THE
RIV
START OF ANY CONSTRUCTION. THE COST
DN600
E
OF ANY RECTIFICATION WORKS DUE TO PROVIDE DN450 RCP
DAMAGE TO EXISTING SERVICES SHALL BE PIPE WITH DN600x900
BORNE BY THE CONTRACTOR. FIELD INLET PIT
FH
SL7.90 CORE DRILL INTO EXISTING STORMWATER
IL7.10 GULLY PIT & PROVIDE PIPE PENERTATION FOR
DN600 RCP RRJ SW PIPE. GROUT PENERTATION
& MAKE GOOD. GRADE AT 0.5%. CONTRACT TO
CONFIRM EXISTING PIT LEVEL PRIOR TO WORKS
FH
COMMENCING & CONFIRM UPSTREAM IL
EXISTING LOT 2
NOOSA CIVIC
EX
IST
ING
RO
AD
PROVIDE ROCK TO INLET
STRUCTURE 1/21 FOR
SCOUR PROTECTION
DN375
DN375
PROVIDE CHILD PROOF SAFTEY
AD
GRILL WITH HORIZONTAL SPACING G RO
TIN
5
00
EXIS
NOT EXCEEDING 150mm
37
EXISTING DN9
DN
NOOSA CIVIC DN
DN750
45
0
FOR STRUCTURE 1/19 OUTLET
DETAIL REFER TO PLAN 1856-SW30
-
NOOSA COUNCIL
D
APPROVED PLAN
N
75
FOR ROAD C BIORETENTION BASIN
0
REFER TO PLAN 1856-SW23
OPW20/0145 17 DEC 2020
DN
AY DRIVE
75
0
0
75 CONSTRUCT 1:2 1m WIDE TABLE DRAIN &
DN
GRADE INLET OF STORMWATER STRUCTURE
5/20 (REFER TO LONGITUDINAL SECTION FOR
H
DN750
LOT 3 INLET INVERT LEVEL
WALTER
4.004 Ha
PROVIDE CHILD PROOF SAFTEY
FOR ROAD B TREE PIT DETAIL
GRILL WITH HORIZONTAL SPACING
LOT 7
PLAN REFER TO PLAN 1856-SW26
NOT EXCEEDING 150mm 2.963 Ha
JOINS PLAN 1856-SW09
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 1856
A 19-02-20 FOR APPROVAL MM CL
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 10 OF 30
0 10 20 30 40 50m
C
D
21-09-20
16/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
E 26-11-20 REVISED AS PER COUNCIL RFI [5-11-20] MM CL SCALE 1:1000 A3 p 07 5443 8285 ABN 89 215 591 077
F 10-12-2020 REVISED AS PER COUNCIL RFI [29/09/20] DTB DTB DESIGN CHECK CL (RPEQ 19358) e [email protected] w www.barlowshelley.com.au SW10 F
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
-
NOOSA COUNCIL
APPROVED PLAN
OPW20/0145 17 DEC 2020
LOT 23
FH 2.61Ha
EXISTING
NOOSA CIVIC WA
L TE
RH
AY
DR
IVE
EX
IS
T IN
G EXISTING
RO
AD
NOOSA CIVIC
CORE DRILL INTO EXISTING STORMWATER FH
GULLY PIT & PROVIDE PIPE PENERTATION
FH
FOR DN450 RCP RRJ SW PIPE. GROUT
PENERTATION & MAKE GOOD
JOINS PLAN 1856-SW12
EX
IS
T PROVIDE DN450 RCP DN600
IN
G PIPE WITH DN600x900
RO
AD FIELD INLET PIT
FH SL7.90 CORE DRILL INTO EXISTING STORMWATER
IL7.10 GULLY PIT & PROVIDE PIPE PENERTATION FOR
DN600 RCP RRJ SW PIPE. GROUT PENERTATION
& MAKE GOOD. GRADE AT 0.5%. CONTRACT TO
FH
CONFIRM EXISTING PIT LEVEL PRIOR TO WORKS
LOT 2 COMMENCING & CONFIRM UPSTREAM IL
EXISTING
NOOSA CIVIC
JOINS PLAN 1856-SW10
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 1856
A 19-02-20 FOR APPROVAL MM CL
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 11 OF 30
0 10 20 30 40 50m
C
D
21-09-20
16/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
E 26-11-20 REVISED AS PER COUNCIL RFI [5-11-20] MM CL SCALE 1:1000 A3 p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK CL (RPEQ 19358) e [email protected] w www.barlowshelley.com.au SW11 E
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
-
NOOSA COUNCIL
APPROVED PLAN
EX
RO ISTI
OPW20/0145 17 DEC 2020
UN NG
DA
BO
UT
JOINS PLAN 1856-SW11
ROAD
FH
EXISTING
EEN
IE C
RE
EK
RO
AD
PROVIDE DN450 RCP
PIPE WITH DN600x900 LOT 22
FIELD INLET PIT
SL10.28
IL9.53
HOFMANN DRIVE
CORE DRILL INTO EXISTING STORMWATER LOT 23
GULLY PIT & PROVIDE PIPE PENERTATION
FH FOR DN375 RCP RRJ SW PIPE. GROUT
2.61Ha
PENERTATION & MAKE GOOD
FH
EXISTING FH
NOOSA CIVIC EX EXISTING
IS
T IN
G NOOSA CIVIC
RO
AD FH
EXISTING
FH
WA
NOOSA CIVIC L TE
RH
AY
DR
IVE
EXISTING
NOOSA CIVIC
FH
EXISTING
NOOSA CIVIC EX EXISTING
IS
T IN
G NOOSA CIVIC
RO
AD
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 1856
A 19-02-20 FOR APPROVAL MM CL
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 12 OF 30
0 10 20 30 40 50m
C
D
21-09-20
16/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
E 26-11-20 REVISED AS PER COUNCIL RFI [5-11-20] MM CL SCALE 1:1000 A3 p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK CL (RPEQ 19358) e [email protected] w www.barlowshelley.com.au SW12 E
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 10
STRUCTURE
3/11
2/11
1/11
1/15
NAME
7/2
6/2
5/2
4/2
3/2
2/2
1/2
1/3
5/2
1/4
3/2
8/5
9/5
MULTI-CELL DN600/DN375
2.4m Lintel IPWEAQ TYPE
2.4m Lintel IPWEAQ TYPE
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 1050 DIAMETER
IPWEAQ 900x900 FIELD
IPWEAQ 900x900 FIELD
IPWEAQ 600x900 FIELD
LIP INLINE GULLY PIT
LIP INLINE GULLY PIT
STRUCTURE
HEADWALL
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
MANHOLE
DESCRIPTION
TREE PIT
TREE PIT
INLET
INLET
INLET
FINISH SURFACE
Q10 HGL FINISH SURFACE
Q10 HGL
FINISH SURFACE
Q10 HGL
Q10 HGL Q10 HGL
FINISH SURFACE
FINISH SURFACE
PIPE SIZEmm (Class) 450(2) 450(2) 525(2) 525(2) 600(2) 600(2) 450(2) 375(2) 375(2) 375(2) 375(2) 375(2)
PIPE GRADE % 2.66% 0.53% 0.47% 0.52% 2.51% 0.31% 0.65% 0.59% 2.40% 1.11% 0.46% 0.56%
PIPE SLOPE 1 in X 37.59 188.68 212.76 192.31 39.84 322.90 153.84 169.49 41.71 90.09 217.39 177.91
FULL PIPE FLOW VELOCITY (m/s) 1.01(1.01 1y)
1.01(1.01 1y) 1.28(1.28 1y) 1.28(1.28 1y) 1.17(1.09 1y) 1.41(1.21 1y) 0.92(0.92 1y) 1.14(0.66 1y)
PART FULL FLOW VELOCITY (m/s) 1.27 1.54 1.32 0.99
(1.10 1y) (1.30 1y) (1.12 1y) (0.85 1y)
DATUM RL -7.0
WATER LEVEL
3.010
4.173
3.977
3.726
3.532
3.373
3.977
3.532
5.997
5.869
6.860
4.500
4.225
3.584
6.224
5.843
6.343
IN STRUCTURE
HYDRAULIC
3.009
3.521
6.103
4.182
4.159
6.341
3.976
3.863
3.705
3.636
3.506
3.378
3.373
3.275
3.995
3.976
3.863
3.506
3.378
5.997
5.909
5.869
5.856
5.839
6.860
6.200
4.500
4.079
4.225
3.584
6.224
5.734
6.478
GRADE LEVEL
PIPE FLOW
0.160 0.160 0.288 0.288 0.341 0.411 0.146 0.075 0.025 0.044 0.044 0.125
(Cumecs)
PIPE CAPACITY
0.445 0.209 0.294 0.320 0.485 0.357 0.225 0.136 0.271 0.174 0.117 0.131
AT GRADE (Cumecs)
1.761
1.761
1.761
1.615
1.137
1.155
1.016
1.016
1.836
1.770
1.790
1.595
1.670
1.705
1.725
1.700
1.795
1.600
2.317
2.317
1.956
1.837
2.214
0.975
DEPTH TO INVERT
INVERT LEVEL
3.125
2.610
3.150
3.105
5.471
3.500
3.320
3.300
3.050
2.885
2.865
2.705
2.600
2.600
3.300
3.250
6.025
5.780
5.780
5.585
5.585
6.000
5.850
2.400
OF DRAIN
DESIGN SURFACE
4.911
4.361
5.336
5.090
7.000
6.796
7.902
7.837
4.720
4.590
4.405
4.000
4.720
4.437
4.405
7.427
8.064
LEVEL -
ROAD CHAINAGE NOOSA COUNCIL
(Offset)
APPROVED PLAN
105.660
105.262
166.351
39.452
23.876
74.634
6.923
0.000
6.771
0.000
0.000
8.402
0.000
0.000
OPW20/0145 17 DEC 2020
RUNNING CHAINAGE 6.771 32.681 35.182 30.628 0.398 60.691 6.923 8.402 10.526 17.559 24.494 23.876
X
X
X
LINE 2 3 4 11 15
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED 1856
A 13-09-19 FOR APPROVAL MM CL SCALE 1:2000 (Horiz.) A3
B 24-08-20 REVISED STORMWATER ALIGNMENT MM CL DATUM AHD SHEET: 13 OF 30
0 20 40 60 80 100m
C
D
21-09-20
16/10/20
REVISED FOR NOOSA COUNCIL DRAFT CONDITIONS
REVISED AS PER COUNCIL RFI [29/09/20]
MM
MM
CL
CL
DESIGN MM ................. DRAWING NUMBER REV
DRAWING TITLE:
DRAWN MM Director: CAMERON LANDRETH
E 26-11-20 REVISED AS PER COUNCIL RFI [5-11-20] MM CL p 07 5443 8285 ABN 89 215 591 077
DESIGN CHECK CL
0 2
SCALE 1:200 (Vert.) A3
4 6 8 10m (RPEQ 19358) e [email protected] w www.barlowshelley.com.au SW13 E
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 11.
Used in these records
Approved Plans 3 of 4 Stormwater OPW20-0145.pdfRelated documentApplication case desk ↗
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