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2014022_71_SeaviewTce_SWMP-revC_full · OPW16/0021
From the archive OPW16/0021- Response - Civil Plans. File date in the archive: 2016-05-16 04:05.
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TABLE DRAIN PLACED BEHIND PILING ARRANGEMENT TO COLLECT ADJACENT SPREAD WATER FROM TABLE DRAIN AND OVERLAND FLOW OVER PILE CAP.
OVERLAND FLOW. DIRECT OUT PAST LINE OF PROPOSED SERVICE STRUCTURE. CONSTRUCT PILE CAP AT NATURAL SURFACE LEVEL. STORMWATER DRAINAGE
1. ALL WORK IS TO BE CARRIED OUT IN ACCORDANCE WITH THE JOB
SPECIFICATION TO THE STANDARDS OF NOOSA COUNCIL, AND TO THE
SERVICE STRUCTURE. APPROVAL OF THE ENGINEER.
SURFACE WATER OVERLAND FLOW PATH 2. THE CONTRACTOR IS TO LOCATE AND LEVEL ANY EXISTING SERVICES
BEFORE COMMENCING WORK AND IS TO REPORT ANY DISCREPANCIES
TO THE ENGINEER BEFORE PROCEEDING.
SURFACE 3.STORMWATER PIPES ARE TO BE THE SIZE AND CLASS SHOWN ON THE
WATER PLAN AND UNLESS OTHERWISE SPECIFIED TO BE MIN. CLASS "2" PIPE IN
OVERLAND
GARAGE WORKSHOP A MIN. CLASS "B" BEDDING. ALL PIPES ARE TO BE RUBBER RING
CARPARKING FLOW PATH
MAIN RESIDENCE ENTRY JOINTED. THE TYPE OF PIPE PROPOSED TO BE USED SHALL BE
APPROVED IN ADVANCE BY THE ENGINEER.
RIP RAP ROCK PROTECTION. 4. UNLESS OTHERWISE DIRECTED BY THE ENGINEER, ALL STORMWATER
USE 400-500mm GRANITE DRAINAGE WORKS ARE TO BE IN ACCORDANCE WITH THE QUEENSLAND
BOULDERS TO FORM DEPARTMENT OF TRANSPORT SPECIFICATION MRS11.03 (DRAINAGE,
SPILLWAY ANTI-SCOUR RETAINING STRUCTURES AND PROTECTIVE TREATMENTS).
PROTECTION. 5. ALL STORMWATER PIPES ARE TO BE APPROVED BY THE ENGINEER
PRIOR TO CONSTRUCTION.
2 x Ø225 OUTLET PIPE, 1775mm ABOVE
SURFACE
BASE OF STORMWATER TANK. BIORETENTION AND ON SITE
WATER
REFER TO FLOTH DRAWING SET
OVERLAND DETENTION BASIN. REFER
15252-H-02-002 TO 005 FOR FURTHER
FLOW PATH
INFORMATION. DETAIL ON SHEET OP32
RAINWATER DOWNPIPES TO DISCHARGE
OVER GROUND SIMILAR TO BIORETENTION NOTES:
ARRANGEMENT SHOWN IN THE DETAIL
BIORETENTION BASIN. REFER RAINWATER TANK. REFER TO DESIGN BELOW. MAKE THE SLOTTED DISCHARGE 1. BIORETENTION MEDIA SPECIFICATION SHALL BE IN ACCORDANCE WITH THE FACILITY
DETAILON SHEET OP32 PIPE 2.0m LONG. TYPICAL IN 4 PLACES AS FOR ADVANCING BIOFILTRATION “GUIDELINES FOR SOIL FILTER MEDIA IIN BIORETENTION
PREPARED BY FLOTH, DRAWING SET
15252-H-02-002 TO 005 FOR FURTHER SHOWN. REFER TO DESIGN PREPARED SYSTEMS”. BIORETENTION HYDRAULIC CONDUCTIVITY SHALL BE IN ACCORANCE WITH
OUTDOOR BY FLOTH, DRAWING SET 15252-H-02-002 THE FACILITY FOR ADVANCING BIOFILTRATION “PRACTICE NOTE 1: IN SITU
INFORMATION.
SHOWER TO 005 FOR FURTHER INFORMATION. MEASUREMENT OF HYDRAULIC CONDUCTIVITY”. THE NUMBER OF SAMPLES TO BE
AREA
TESTED SHALL BE IN ACCORDANCE WITH THE “WATER SENSITIVE URBAN DESIGN
STORMWATER TANK. REFER TO DESIGN
CONSTRUCTION AND ESTABLISHMENT GUIDELINES - SWALES, BIORETENTION SYSTEMS
PREPARED BY FLOTH, DRAWING SET
15252-H-02-002 TO 005 FOR FURTHER
AND WETLANDS” (WATER BY DESIGN).
POOL DECK INFORMATION.
2. UNDER-DRAIN: SLOTTED RIGID PIPE (uPVC OR SIMILAR TO AS 2439.1) OR APPROVED
EQUIVALENT, 0.5% MIN. GRADE. PIPE JOINS SHOULD BE GLUED USING PLUMBINIG
1 x Ø50 OUTLET PIPE OUT OF BASE OF CEMENT. PIPE SHOULD NOT BE INSTALLED WITH A FILTER SOCK SURROUNDING PIPE.
POOL
STORMWATER TANK AND
UNDER-DRAINAGE PIPES SHALL BE SEALED INTO PITS USING GROUT OR OTHER
1 x Ø100 OUTLET PIPE, 900mm ABOVE
BASE OF STORMWATER TANK.
APPROVED WATERTIGHT SEAL.
Ø150 OVERFLOW PIPE FROM
FIT INTO Ø150 OVERFLOW PIPE. 3. REFER TO PROJECT DRAWINGS FOR VEGETATED BATTER SLOPES (1 IN 3 MAX, 1 IN 4
STORMWATER PIPE. REFER TO DESIGN
REFER TO FLOTH DRAWING SET
PREPARED BY FLOTH, DRAWING SET TYPICAL) AND BATTER TOPSOIL REQUIREMENTS.
15252-H-02-002 TO 005 FOR FURTHER
15252-H-02-002 TO 005 FOR FURTHER
INFORMATION.
INFORMATION. 4. FILTER CLOTH - NON-WOVEN GEOTEXTILE. FILTER CLOTH NOT TO BE PLACED BETWEEN
Ø150 INLET PIPE FROM GRASSED AND ANY FILTER LAYERS. IMPERVIOUS LINER MAY BE REQUIRED SUBJECT TO SOIL TESTING
POOL AREA. REFER TO DESIGN REQUIREMENTS IN ACCORDANCE WITH THE “WATER SENSITIVE URBAN DESIGN
PREPARED BY FLOTH, DRAWING SET TECHNICAL DESIGN GUIDELINES” (WATER BY DESIGN).
HAND DIG TRENCH FOR DISCHARGE 15252-H-02-002 TO 005 FOR FURTHER
PIPE. ALIGNMENT TO BE DETERMINED IN INFORMATION. 5. BASIN FINISHED SURFACE LEVEL IS TOP OF FILTER MEDIA. SURFACE TO BE MULCHED
CONJUNCTION WITH COUNCILS AND PLANTED AS PER LANDSCAPE DRAWINGS.
REPRESENTATIVE. Ø150 DISCHARGE PIPE.
6. CONSTRUCTION TOLERANCES AS DOCUMENTED IN THE “WATER SENSITIVE URBAN
DESIGN CONSTRUCTION AND ESTABLISHMENT GUIDELINES - SWALES, BIORETENTION
SYSTEMS AND WETLANDS” (WATER BY DESIGN) MUST BE ACHIEVED.
7. REFER LANDSCAPE DRAWINGS FOR PLANT SPECIFICATION. PLANT SPECIFICATION AND
DENSITY SHALL BE IN ACCORDANCE WITH THE “WATER SENSITIVE URBAN DESIGN
DISCHARGE ARRANGEMENT. GECHNICAL DESIGN GUIDELINES” (WATER BY DESIGN).
REFER ADJACENT PLAN DETAIL.
8. ALL DIMENSIONS ARE IN MILLIIMETRES UNLESS OTHERWISE NOTED.
DJACENT PLAN.
Ø150 uPVC SLOTTED PIPE, 10.0m LONG,
PLACED BELOW THE RL26.00 CONTOUR.
PROVIDE Ø40 x 75 LONG SLOTTED HOLES
AT 1200 CRS ALONG LENGTH OF PIPE.
PLACE CAPS ON PIPE ENDS. PIPE LAID
Ø150 PIPE. REFER A
ON A 500 WIDE x 500 DEEP ROCK FIILED
TRENCH. REFER DETAIL ON SHEET OP32.
EX
IST
ING
SU RUNOFF PATH OF DISCHARGE
RF
AC
E
Ø150 OUTLET FROM
DETENTION/BIORETENTION
500
Ø150 uPVC SLOTTED PIPE, 10.0m LONG,
PLACED BELOW THE RL26.00 CONTOUR.
PROVIDE Ø40 x 75 LONG SLOTTED HOLES
AT 1200 CRS ALONG LENGTH OF PIPE.
PLACE CAPS ON PIPE ENDS. PIPE LAID
ON A 500 WIDE x 500 DEEP ROCK FIILED
TRENCH. 500
RUNOFF PATH OF DISCHARGE
DISCHARGE ARRANGEMENT DETAIL
1:40 UNREDUCED AT A3
1:20 UNREDUCED AT A1
DISCHARGE ARRANGEMENT PLAN
1:200 UNREDUCED AT A3
STORMWATER PLAN 1:100 UNREDUCED AT A1
1:500 UNREDUCED AT A3
1:250 UNREDUCED AT A1
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to
copyright in accordance with the Brisbane address
GROUND LEVEL
UNIVERSAL PROPERTY A. VENESS
Designed
S. PRYSTUPA
Verified
PROPOSED NEW RESIDENCE AT STORMWATER BASIN AND AS SHOWN A1
agreement between Tod 283 ELIZABETH ST
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
BRISBANE 4000
AUSTRALIA
COMPANY H. GRAY S. PRYSTUPA 71 SEAVIEW TCE, SUNSHINE BEACH DISCHARGE Drawing Number
architects
ESTABLISHMENT 14517-OP31
postal address
used for this specific project. GPO BOX 353 Approved RPEQ No
planners BRISBANE RDP RP197117
C 4.5.16 AMENDED AS CLOUDED A.V. interiors QUEENSLAND 4001
S. PRYSTUPA 1137
This drawing shall not be used
AUSTRALIA
Noosa: 07 5449 9600 LOCAL AUTHORITY NOOSA
B 30.3.16 ISSUED FOR CONSTRUCTION A.V. tel +61(0)7 3229 5266 Sunshine Coast: 07 5329 3190 Mackay: 07 4840 2337
Signed Date 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as Noel Robinson Architects Pty Ltd fax +61(0)7 3221 0796
[email protected] PO Box 61, Noosaville, QLD 4566 MCU APPROVAL 14/0084 HORIZ DATUM
ABN 62 323 175 502
A 27.1.16 OPERATIONAL WORKS APPROVAL A.V. ROL APPROVAL VERT DATUM AHD
10 of 12 C
www.nrarc.com
'issued for construction' in the [email protected] www.todconsulting.com
DECEMBER 2015
ACN 010 011 720
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336
OPW APPROVAL RL 41.410 MEASUREMENT BAR - INCREMENTS IN mm
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