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RFI - Engineering
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~ RL 34.55
NATURAL SURFACE
~ RL 32.85
RP BDY ~ RL 32.35
EXISTING
SEWER
DESIGN SURFACE
1.500m 1.500m 1.730m
25.0%
16.7%
2.5% ~ RL 30.15
12.5%
MAX GRADE
EXISTING
SEWER
EXISTING KERB INVERT
DRIVEWAY FROM KATHARINA STREET
EXISTING 1:50
STORMWATER
RP BDY
1.500m 1.500m 1.000m 1.500m 1.500m NATURAL SURFACE
~ RL 38.0 2.5% 5.0% ~ RL 38.1 5.0%
12.5% 16.7%
16.7%
NEW KERB INVERT
~ RL 35.33
J:\2021\21617ID1_24 Katarina St & 10 Natasha Ave Noosa Heads - Road Access\4.CADD\#ACAD\21617_CIVIL.dwg
DESIGN SURFACE
DRIVEWAY FROM NATASHA AVENUE
1:50 0 0.5 1 1.5 2 2.5 m
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
AR DR
This drawing is subject to
copyright in accordance with CHRIS CLOUT DESIGN MARK BAIN 24 KATHARINA ST & 10 NATASHA AVE PRELIMINARY DESIGN AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's CONSTRUCTIONS AR DR SHARED DRIVEWAY & EARTHWORKS DRIVEWAY CROSSOVER SECTIONS Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION 2 RP122891 & 135 RP92518 21617-SK201
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 - - LOCAL AUTHORITY NOOSA SHIRE COUNCIL
MCU APPROVAL - HORIZ DATUM LOCAL 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 01.04.22 FOR INFORMATION 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 01.04.22 OPW APPROVAL - RL DATUM LOCAL MEASUREMENT BAR - INCREMENTS IN mm 9 of 11 A
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