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Approved Plans & Documents - OPW22 0299 · OPW22/0299
Plans and drawings: the text below has words only, no drawings.
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Original PDF page 5, section 1. The text section number identifies this passage in the reader.
NOOSA COUNCIL
NOT FOR CONSTRUCTION
1.0 1.0 1.6
APPROVED PLAN
RP BDY
EX CONC MATCH NEATLY
1.5 0.5
PATH TO EXISTING
OPW22/0299 15 MAY 2023
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 1.6
NEW CONC PATH NOM
42.8 STD DRG RS-065
MATCH NATURAL %
KI+250mm
KI+225mm
KI+188mm
RESIDENTIAL DRIVEWAY PER ☼ REPLACE EXISTING K&C (TYPE B1)
SURFACE AT BDY NEW GULLY WITH ELONGATED MH FOR
NSC STD DRGS RS-049 & RS-050 AT SAME LINE & LEVEL AS EXISTING
(TYPICAL) STORMWATER CONNECTION. REFER DRG NO C301.
RP BDY
2.5%
EXISTING PROFILE VARIES 0.5 1.5 1.5 1.0
K&C INVERT (KI)
TELSTRA NATURAL SURFACE
REFER DRG NO C200
EXISTING JOIN TO EXISTING PAVEMENT
J:\2021\21617ID1_24 Katharina St & 10 Natasha Ave Noosa Heads - Road Access\4.CADD\#ACAD\2.OPW\21617_CIVIL.dwg
SEWER PER IPWEAQ STD DRG RS-170
BASEMENT 5.0% 2.5%
RL 30.000 12.5% ☼ KATHARINA STREET
EXISTING
STORMWATER UNDERSIDE
D
RP BDY
OF SEWER
0.3
EXISTING
SECTION 004 SEWER PAVEMENT COMPOSITION TO MATCH EXISTING.
MINIMUM REQUIREMENTS
ACO DRAIN. 300mm WIDE CONCRETE BLADE PIERS
C200 ASPHALT 30mm DG10 ON 7mm PRIMER SEAL
DISCHARGE TO STORAGE/DETENTION EACH SIDE OF THE EXISTING SEWER
135mm TYPE 2.2 (CBR 60) BASE COURSE
TANK OUTLET PIT (PIT NO 005). FOR THE FULL WIDTH OF THE DRIVEWAY
D 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
PROFILE ABOVE REPRESENTS THE LOWER SIDE OF THE DRIVEWAY (WESTERN SIDE). REFER DRG NO C200.
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 D 19.04.23 KATHARINA DRIVEWAY & SECTION 004 DR
be used for this specific project.
C 23.02.23 PROTECTION TO EXISTING SEWER DR
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 19.04.23 OPW APPROVAL - RL DATUM LOCAL MEASUREMENT BAR - INCREMENTS IN mm 6 of 7 D
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