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ADAMS+SPARKES Town Planning Report
Attached to the e-mail Multiple Housing Type 2 Duplex & Operational Works - IDAS Forms, Cover letter & Report - MCU17/0076 & OPW17/0224.
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LEGEND NOTE:
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
5
PROPOSED BUILDING BY OTHERS
RP81559
CONCRETE PAVEMENT EXTENT
PROPOSED LANDSCAPING AREA
S
450x450 GRATED FIELD CP
PROPOSED CONCRETE FOOTPATH GTP492
INLET WITH TYPE B GRATE
SL 2.370
PROPOSED OVERLAND FLOW DIRECTION IL 1.066
DEPTH 0.304
IFD DATA:
0m
37
RAINFALL INTENSITY-FREQUENCY-DURATION (IFD) DATA 1.70
2.
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 150Ø uPVC SN8
ISSUED BY THE BUREAU OF METEOROLOGY STORMWATER PIPE
USIL 2.066 ALL ROOFWATER TO
DSIL 1.842 CONNECT INTO PROPOSED
LENGTH 22.380 DRAINAGE NETWORK.
GRADE 1.00% 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 450x450 GRATED FIELD
USING PRODUCTS READILY AND CURRENTLY AVAILABLE ON THE INLET WITH TYPE B GRATE 1.60
MARKET. SL 2.370
3. REFER HYDRAULICS DESIGN DRAWINGS FOR DETAILS OF ROOFWATER IL 1.842
DEPTH 0.528 0
PIPES. 1.6
1.8 PROPOSED POOL
4. CONNECTIONS TO KERB & CHANNEL TO BE SINGLE OR MULTIPLE HOT 0
0m
DIPPED GALVANISED RHS ENDING IN ADAPTOR CONNECTOR AT KERB
37
AND CHANNEL. FOR DETAILS REFER FOOTPATH CROSSING DETAIL ON
2.
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
SIDE BOUNDARIES UNLESS SHOWN OTHERWISE PROPOSED POOL
1.50
WITH TRAFFICABLE GRATE
1.60
2.50
2.40
2.30
2.20
2.10
2.00
1.80
1.70
1.90
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 150Ø uPVC SN8
COORDINATE INFORMATION TO THESE PEGS AND PLACE BENCH STORMWATER PIPE
USIL 1.842 ALL ROOFWATER TO WM
MARKS. THE CONTRACTOR SHALL SET OUT THE WORKS FROM AND
DSIL 1.736 CONNECT INTO PROPOSED
MAINTAIN THESE PEGS.
LENGTH 10.600 DRAINAGE NETWORK. 1.60
9. THE CONTRACTOR IS TO CONFIRM THE LOCATION OF SERVICE
GRADE 1.00% REFER HYDRAULICS 150Ø uPVC SN8
CONDUITS WITH THE SUPERINTENDENT PRIOR TO LAYING
DRAWINGS FOR DETAILS. STORMWATER PIPE
STORMWATER DRAINAGE. ALL TRENCH EXCAVATION AND
1.50
USIL 1.536
CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS OF THE 1.70 DSIL 1.481
QUEENSLAND WORKPLACE HEALTH AND SAFETY ACT 2011.
LENGTH 5.500
10. REMOVE ANY REDUNDANT DRAINAGE OUTLETS FROM THE KERB AND
1.70
GRADE 1.00%
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.
0m
5m
37
45
2.
1.
450x450 GRATED FIELD 150Ø uPVC SN8 600x600 GRATED FIELD 3x150x100 KERB
INLET WITH TYPE B GRATE STORMWATER PIPE INLET WITH TYPE B GRATE ADAPTORS
SL 2.370 USIL 1.736 SL 1.700 USIL 1.481
IL 1.736 DSIL 1.481 5 IL 1.481 DSIL 1.455
DEPTH 0.634 LENGTH 25.470 DEPTH 0.219 LENGTH 2.106
SP268656
GRADE 1.00% GRADE 1.25%
CONSTRUCTION NOTE:
ALL PROPOSED WORKS ARE TO BE CONSTRUCTED IN
CONJUNCTION WITH GENERAL NOTES ON DRG No.
C001 WHICH IS TO BE REQUESTED AND VIEWED
PRIOR TO COMMENCEMENT OF CONSTRUCTION IF
NOT SUPPLIED.
PRELIMINARY
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
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 01
C COPYRIGHT of this engineering design and plan is the property of INERTIA ENGINEERING Pty Ltd DWG. No. REVISION
REV DESCRIPTION DATE DRAWN APPROVED IERNST
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