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Approved Plans MCU17 0076 & OPW17 0224
Plans and drawings
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THE ORIGINAL OF THIS DRAWING WAS PRODUCED USING
SITE BOUNDARY COLOUR SEPARATION FOR GREATER CLARITY. WORKING
EXISTING PROPERTY BOUNDARY WITH A BLACK AND WHITE COPY MAY CAUSE ERRORS. IF
THIS DRAWING IS NOT IN COLOUR THEN YOU DO NOT
XX.XX EXISTING CONTOURS (AT 0.25m INTERVALS) HAVE THE CORRECT PRESENTATION AND SHOULD
XX.XX DESIGN CONTOURS (AT 0.10m INTERVALS) CONTACT INERTIA ENGINEERING ON (07) 3857 7868.
EXISTING WATER
EXISTING OVERHEAD ELECTRICITY
EXISTING SEWERAGE
EXISTING TELSTRA
PP
PROPOSED BUILDING OVER LINE
PROPOSED ROOFWATER
PROPOSED STORMWATER
PROPOSED STORMWATER PIT
PROPOSED BUILDING BY OTHERS
5
RP81559
CONCRETE PAVEMENT EXTENT
NOTE:
REFER DRG No. C420 FOR STORMWATER
PROPOSED LANDSCAPING AREA DRAINAGE LONGITUDINAL SECTIONS.
S
CP
PROPOSED CONCRETE FOOTPATH GTP492
PROPOSED OVERLAND FLOW DIRECTION
1/B 2/B 3/B
IFD DATA:
RAINFALL INTENSITY-FREQUENCY-DURATION (IFD) DATA 1.70
ADOPTED FOR THIS DESIGN IS FOR LOCALITY:
-26.399017S & 153.065983E (25 EDWARD ST, NOOSAVILLE)
AND IS CALCULATED IN ACCORDANCE WITH AUSTRALIAN
1.70
0
1.7
2.40
2.30
2.10
2.20
2.00
1.90
1.80
1.70
RAINFALL AND RUN-OFF (1987 EDITION) USING COEFFICIENTS
ISSUED BY THE BUREAU OF METEOROLOGY
ALL ROOFWATER TO
CONNECT INTO PROPOSED
DRAINAGE NETWORK.
REFER HYDRAULICS
DRAINAGE NOTES DRAWINGS FOR DETAILS.
1.60
1.50
1.50
1. ALL SURFACE DRAINAGE PIPES CONVEYING SITE FLOWS TO LAWFUL
EDWARD STREET
POINT OF DISCHARGE IN COUNCIL LAND ARE uPVC SN8 UNLESS
NOTED OTHERWISE.
2. ALL uPVC PIPE CONNECTIONS AND BENDS ARE TO BE CONSTRUCTED
USING PRODUCTS READILY AND CURRENTLY AVAILABLE ON THE 1.60
MARKET.
3. REFER HYDRAULICS DESIGN DRAWINGS FOR DETAILS OF ROOFWATER
0
PIPES. 1.6
1.8 PROPOSED POOL
4. CONNECTIONS TO KERB & CHANNEL TO BE SINGLE OR MULTIPLE HOT 0
DIPPED GALVANISED RHS ENDING IN ADAPTOR CONNECTOR AT KERB
AND CHANNEL. FOR DETAILS REFER FOOTPATH CROSSING DETAIL ON
1.70
BCC STD DRG No. BSD-8114. CP 6
1.70
1.80
5. ROOFWATER CONNECTIONS TO BE 1.2m FROM PROPERTY BOUNDARY
GTP 1838 RP112875
UNLESS NOTED OTHERWISE.
6. ROOFWATER DRAINAGE LINES TO BE 0.6m OFFSET FROM REAR AND 200mm WIDE GRATED DRAIN
PROPOSED POOL
1.50
SIDE BOUNDARIES UNLESS SHOWN OTHERWISE WITH TRAFFICABLE GRATE
2.50
2.40
2.30
2.20
2.10
2.00
1.90
1.80
1.70
1.60
7. ALL ROOFWATER PIPES ARE Ø150mm uPVC UNLESS NOTED
OTHERWISE.
8. ALL SETTING OUT IS THE RESPONSIBILITY OF THE CONTRACTOR.
PRIOR TO WORKS COMMENCING ON SITE, THE SUPERINTENDENT'S
1.70
SURVEYOR SHALL PEG ALL ALLOTMENT BOUNDARIES, PROVIDE
COORDINATE INFORMATION TO THESE PEGS AND PLACE BENCH
ALL ROOFWATER TO WM
MARKS. THE CONTRACTOR SHALL SET OUT THE WORKS FROM AND
CONNECT INTO PROPOSED
MAINTAIN THESE PEGS.
DRAINAGE NETWORK. 1.60
9. THE CONTRACTOR IS TO CONFIRM THE LOCATION OF SERVICE
REFER HYDRAULICS 100Ø uPVC SN8
CONDUITS WITH THE SUPERINTENDENT PRIOR TO LAYING
DRAWINGS FOR DETAILS. STORMWATER PIPE
STORMWATER DRAINAGE. ALL TRENCH EXCAVATION AND
1.50
TO DRAIN GRATED
CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE 1.70 DRAIN TO OUTLET PIT.
QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011.
MINIMUM 1.0% GRADE.
10. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND
1.70
1.60
1.70
CHANNEL INCLUDING ANY ASSOCIATED PIPE WORK ACROSS THE
1.80
1.90
2.00
2.10
FOOTWAY AND REINSTATE THE KERB AND CHANNEL AND THE
2.20
2.30
FOOTWAY AREA IN ACCORDANCE WITH THE COUNCIL GUIDELINES.
5m
45
1.
3/A
3x150x100 KERB
1/A 2/A ADAPTORS
USIL 1.481
5 DSIL 1.455
LENGTH 2.106
SP268656
GRADE 1.25%
-
NOOSA COUNCIL
APPROVED PLAN CONSTRUCTION NOTE:
MCU17/0076 & OPW17/0224 ALL PROPOSED WORKS ARE TO BE CONSTRUCTED IN
CONJUNCTION WITH GENERAL NOTES ON DRG No.
C001 WHICH IS TO BE REQUESTED AND VIEWED
4 SEP 2017 PRIOR TO COMMENCEMENT OF CONSTRUCTION IF
NOT SUPPLIED.
FOR APPROVAL
NORTH POINT: ARCHITECT: CLIENT: SCALE BARS: PROJECT: DRAWING TITLE:
PROPOSED DEVELOPMENT STORMWATER DRAINAGE 7508
ICON BUILDING THE PROPERTY 0 2 4 6m 25 EDWARD STREET, LAYOUT PLAN JOB No.
DESIGN CLINIC
02 FOR APPROVAL 03.08.17 IE SC Unit 5B/85 Hudson Road
Albion, QLD 4010 SCALE 1:100 @ A1
NOOSAVILLE, QLD, 4566.
01 PRELIMINARY ISSUE 13.06.17 IE
ABN 82 115 498 023
E-mail: [email protected] Phone: 3857 7868
Fax: 3262 7359 DESIGNED: APPROVED: RPEQ No.
C410 02
C COPYRIGHT of this engineering design and plan is the property of INERTIA ENGINEERING Pty Ltd
REV DESCRIPTION DATE DRAWN APPROVED IERNST DWG. No. REVISION
SCOTT CLEMENTS 9382
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