Council archive · source document
Civil Plans 21617_20230130 Rev B · OPW22/0299
Plans and drawings: the text below has words only, no drawings.
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
NOT FOR CONSTRUCTION
1.0 1.0 1.6
RP BDY
EX CONC MATCH NEATLY
PATH TO EXISTING
1.5 0.5
NEW CONC PATH
49.
4% STD DRG RS-065
RP BDY
5%
SECTION 011
EXISTING
TELSTRA C200
EXISTING
SEWER
EXISTING
KI+188mm
KI+225mm
KI+250mm
STORMWATER
SECTION 001 1.0 1.5 1.5 0.5 0.5
RP BDY
K&C INVERT (KI)
JOIN TO EXISTING PAVEMENT
CROSSFALL NEW CONC PATH
PER IPWEAQ STD DRG RS-170
C200 TO MATCH STD DRG RS-065
EXISTING VARIES TO SUIT
NATASHA AVENUE -2.5% -5.0% BUILDING WORKS
ɸ ɸ ≈ 4%
PAVEMENT COMPOSITION TO MATCH EXISTING. NEW K&C (TYPE M1)
MINIMUM REQUIREMENTS
1.5 0.5 ASPHALT 30mm DG10 ON 7mm PRIMER SEAL
125mm TYPE 2.2 (CBR 60) BASE COURSE
NEW CONC PATH
125mm TYPE 2.3 (CBR 45) SUBBASE COURSE
37.2% STD DRG RS-065
SECTION 012
TYPICAL SECTION
RP BDY
5% C200
EXISTING
TELSTRA
EXISTING
KI+188mm
KI+225mm
KI+250mm
SEWER
EXISTING
STORMWATER 1.5 1.5 0.5 0.5
RP BDY
NEW CONC PATH
STD DRG RS-065
SECTION 002 ≈ 4% -2.5% -5.0%
C200
SECTION 013
C200
1.5
NEW CONC PATH
0.5 1.0
NATASHA AVENUE CROSS SECTIONS
STD DRG RS-065
20.6% REPLACE EXISTING K&C (TYPE B1)
AT SAME LINE & LEVEL AS EXISTING
RP BDY
5%
KI+188mm
KI+225mm
KI+250mm
EXISTING TELSTRA SERVICE PAVEMENT COMPOSITION TO MATCH EXISTING.
EXISTING
MINIMUM REQUIREMENTS 1.0 1.5 1.5 1.0 1.5 13.9 2.0
TO BE LOWERED (TYP) SEWER
K&C INVERT (KI)
ASPHALT 30mm DG10 ON 7mm PRIMER SEAL JOIN TO EXISTING PAVEMENT
CROSSFALL ROLL UNDER
EXISTING 135mm TYPE 2.2 (CBR 60) BASE COURSE PER IPWEAQ STD DRG RS-170
TO MATCH
STORMWATER 125mm TYPE 2.3 (CBR 45) SUBBASE COURSE EXISTING
NATASHA AVENUE 2.5% 5.0% -5.0% ≈ -11.6%
ɸ (E
ɸ 12.5% ≈ -8.1% ASTERN EDGE)
(WESTE
SECTION 003 RN EDG
E)
RP BDY
C200 RL 35.24
PAVEMENT COMPOSITION TO MATCH EXISTING.
MINIMUM REQUIREMENTS
ASPHALT 30mm DG10 ON 7mm PRIMER SEAL
125mm TYPE 2.2 (CBR 60) BASE COURSE RESIDENTIAL DRIVEWAY PER
125mm TYPE 2.3 (CBR 45) SUBBASE COURSE NSC STD DRGS RS-049 & RS-050
NATASHA AVENUE DRIVEWAY PROFILE
1.5 0.5 1.0
NEW CONC PATH
41.2 STD DRG RS-065
MATCH NATURAL %
KI+175mm
KI+250mm
KI+225mm
KI+188mm
☼ REPLACE EXISTING K&C (TYPE B1)
SURFACE AT BDY
AT SAME LINE & LEVEL AS EXISTING
(TYPICAL) 2.5%
RP BDY
5%
\\tod-fs02\dropbox\2021\21617ID1_24 Katarina St & 10 Natasha Ave Noosa Heads - Road Access\4.CADD\#ACAD\2.OPW\21617_CIVIL.dwg
EXISTING 1.5 0.5 1.5 1.5 1.0
K&C INVERT (KI)
TELSTRA NATURAL SURFACE
JOIN TO EXISTING PAVEMENT
EXISTING PER IPWEAQ STD DRG RS-170
SEWER 5.0%
ERN EDGE) -5.0% 2.5%
EXISTING ≈ -9.7% (EAST 12.5% ☼ KATHARINA STREET
TERN EDGE)
STORMWATER BASEMENT ≈ -3.5% (WES
RL 29.900
RP BDY
SECTION 004 EXISTING
SEWER
PAVEMENT COMPOSITION TO MATCH EXISTING.
MINIMUM REQUIREMENTS
ACO DRAIN.
C200 ASPHALT 30mm DG10 ON 7mm PRIMER SEAL
DISCHARGE TO STORAGE/DETENTION RESIDENTIAL DRIVEWAY PER
135mm TYPE 2.2 (CBR 60) BASE COURSE
TANK OUTLET PIT (PIT NO 005). NSC STD DRGS RS-049 & RS-050
125mm TYPE 2.3 (CBR 45) SUBBASE COURSE
KATHARINA STREET CROSS SECTIONS KATHARINA STREET DRIVEWAY PROFILE 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 ROADWORKS SECTIONS 1:50 A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's CONSTRUCTIONS AR DR NOOSA HEADS QLD 4567 Drawing Number
client. This drawing shall only
be used for this specific project. Approved RPEQ No RP DESCRIPTION 2 RP122891 & 135 RP92518 21617-C202
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 DOUG REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 30.01.23 OPW IR RESPONSE DR 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 25.10.22 OPW APPLICATION DR [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 30.01.23 OPW APPROVAL - RL DATUM LOCAL MEASUREMENT BAR - INCREMENTS IN mm 6 of 7 B
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