Original source · versioned page text
RECOR Preliminary Stormwater Management Report - 20220198
NOTES
N
1. FOR GENERAL NOTES REFER DWG 002, WHICH IS TO BE
REQUESTED AND VIEWED PRIOR TO COMMENCEMENT OF
CONSTRUCTION IF NOT SUPPLIED.
GRADE TO MATCH EXISTING
BOUNDARY LEVELS
GRADE TO MATCH EXISTING
BOUNDARY LEVELS
+22.60
+22.60
+22.30 +22.60
+22.80 +22.90 +22.90
+22.70
+23.00
+23.00
+23.26
+22.98 +23.00
+23.26 +22.98
+23.00
+23.37 +23.68 +24.00
+23.83 +23.98
+24.00
+23.82
+23.70
+24.00
+24.00
+23.90
+24.36 +23.90
+23.90
LEGEND
CUT
FILL
EARTHWORKS VOLUMES
EARTHWORKS VOLUMES FROM
EXISTING SURFACE TO DESIGN
SURFACE
CUT = 121m³
FILL = 76m³
BALANCE = 45m³
CLIENT DETAILS: PROJECT ADDRESS: APPROVED BY: PROJECT NAME:
3 DELORME STREET, NOOSA HEADS
CAPITAL PRUDENTIAL TITLE: STATUS:
EARTHWORKS PLAN FOR APPROVAL
© ABN 89 647 469 707
3 DELORME STREET, NOOSA HEADS JARO BAULEKA NOT FOR CONSTRUCTION
75 NOOSA DRIVE RPEQ: 2693
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
020 20220198 A1 01
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