Original source · versioned page text
RECOR Preliminary Stormwater Management Report - 20220198
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NOTES
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1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE
REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
CONSTRUCTION IF NOT SUPPLIED.
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PROVIDE 1.5m WIDE CONCRETE
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FOOTPATH FOR LENGTH OF
STREET FRONTAGE. REFER
NSC STD DWG RS-065. NEW CONNECTION
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TO EXISTING
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SEWER SERVICE
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+22.60
+22.60
+22.30 +22.60
+22.80 +22.90 +22.90
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+22.70
+23.00
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+23.00
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PROPOSED RESIDENTIAL +23.26
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+22.98 +23.00
DRIVEWAY CROSSOVER
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+23.26 +22.98
IN ACCORDANCE WITH
IPWEA RS-049 & 050 +23.00
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+23.37 +23.68 +24.00
+23.83 +23.98
+24.00
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+23.82
+23.70
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+24.00
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+24.00
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+23.90
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+23.90
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+24.36
+23.90
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NEW CONNECTION
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TO EXISTING
WATER SUPPLY
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CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
3 DELORME STREET, NOOSA HEADS
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CAPITAL PRUDENTIAL TITLE: STATUS:
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PROPOSED LAYOUT FOR APPROVAL
© ABN 89 647 469 707
3 DELORME STREET, NOOSA HEADS JARO BAULEKA NOT FOR CONSTRUCTION
RPEQ: 2693
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75 NOOSA DRIVE
01 28/08/222 ISSUED FOR APPROVAL MVP JAC JB SCALE:
NOOSA HEADS, QLD 4567 CPEng
+61 7 5211 1003 REV DATE DESCRIPTION DWN CHK APP
1:100 DATE: 26/08/22
DRAWING NUMBER: PROJECT NUMBER: SHEET REV:
SIZE:
RECORCONSULTING.COM REVISIONS
DO NOT SCALE, IF IN DOUBT ASK S
010 20220198 A1 01
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