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RFI - Stormwater management (flood report)
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A
EXISTING
-
SEWER MANHOLE
TO REMAIN
1.0m HIGH RETAINING WALL
2.0m HIGH RETAINING WALL
9 ²
2.5m HIGH RETAINING WALL
7 m² 8 ² 1069m
6 1001 1001m
B
- 600 ² 1028m²
1274m
1.5m WIDE FOOTPATH
C O NT A S
6m WIDE ROAD
US E
INU T
D
A T UR
O 1.5m WIDE FOOTPATH
I
N
NI O F
NG R O
105m² TURNING HEAD
HE A D
AD 6m WIDE ROAD
1625 EXISTING
SEWER LINE
TO REMAIN
Building
1.5m HIGH RETAINING WALL 1.5m HIGH RETAINING WALL
2 m² 1
5 m² 4 m² 3 ² 1000m²
Envelop2e 1002 1002 1002m 1002
1101m 1.4m HIGH RETAINING WALL
EXISTING EXISTING EXISTING
EASEMENT TO BE EXTINGUISHED SEWER MANHOLE SEWER LINE
EXISTING TO REMAIN TO REMAIN
PROPOSED 3m WIDE EASEMENT FOR OVERLAND FLOW PATH EASEMENT TO BE EXTINGUISHED
EXTENT & HEIGHT OF ALL RETAINING WALLS TO BE
J:\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\21556 SK CIVIL.dwg
FINALISED DURING DESIGN PHASE / OP WORKS
LEGEND
20.0 DESIGN CONTOUR
EARTHWORKS DEPTHS (0.25m INCREMENTS)
CUT FILL
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
AR DR
This drawing is subject to
copyright in accordance with JNE DEVELOPMENTS PTY 25 PAVILION ST, POMONA PRELIMINARY DESIGN 1:400 A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's LTD AR DR RESIDENTIAL SUBDIVISION GENERAL ARRANGEMENT Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION LOT 21 SP316902 21556-SK101
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 09.08.21 FOR APPROVAL AR MCU APPROVAL - HORIZ DATUM MGA 2020 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 06.08.21 FOR INFORMATION ONLY AR [email protected] www.todconsulting.com ROL APPROVAL - VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 09.08.21 OPW APPROVAL - RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 1 of 2 B
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