Original source · versioned page text
19553-C1000_[B]-DG-CLC_[B] Civil Engineering Drawings
Attached to the e-mail 19553 - 125 Lake Macdonald Drive - Response to information request - OPW20/0051 - Email 1 of 2.
Original PDF page 13, section 1. The text section number identifies this passage in the reader.
4.000 6.000 4.000 4.000 5.500 4.000 2
1:
1:4U VERGE CARRIAGEWAY VERGE VERGE CARRIAGEWAY VERGE
NO SITE WON MATERIAL
3% 3% 3% 3%
1:4U
NO
REFER PRELIMINARY PAVEMENT DESIGN
CONTROL
CONTROL
REFER PRELIMINARY PAVEMENT DESIGN TYPE M1 KERB & CHANNEL
TYPE M1 KERB & CHANNEL
AS PER IPWEAQ STD DRG RS-080
LINE
LINE
AS PER IPWEAQ STD DRG RS-080
SUBSOIL DRAIN INCLUDING FLUSH-OUTS & OUTLETS
SUBSOIL DRAIN INCLUDING FLUSH-OUTS & OUTLETS AS PER IPWEAQ STD DRGS RS-140 & RS-142 (TYP)
AS PER IPWEAQ STD DRGS RS-140 & RS-142 (TYP)
ROAD 1 - TYPICAL SECTION ROAD 2 - TYPICAL SECTION
SCALE 1:100 SCALE 1:100
ASPHALT TYPE DG10, 30mm MIN COMPACTED DEPTH ASPHALT TYPE DG10, 30mm MIN COMPACTED DEPTH
ON PRIMER SEAL ON PRIMER SEAL
DESIGN DEPTH
DESIGN DEPTH
PRE-SEAL INSPECTION MINIMUM DEPTH TO BE CONFIRMED BY THE ENGINEER AFTER PRE-SEAL INSPECTION MINIMUM DEPTH TO BE CONFIRMED BY THE ENGINEER AFTER
200mm 120mm
180mm 100mm
BASE COURSE: UNBOUND PAVEMENT TYPE 2.2 (CBR 60) TESTING OF THE INSITU SUBGRADE BASE COURSE: UNBOUND PAVEMENT TYPE 2.2 (CBR 60) TESTING OF THE INSITU SUBGRADE
MINIMUM COMPACTION: 100% MDD MINIMUM COMPACTION: 100% MDD
DESIGN ESAs 2.0 x 105 (LOCAL) DESIGN ESAs 5.0 x 104 (ACCESS)
SUB-BASE COURSE: UNBOUND PAVEMENT TYPE 2.4 (CBR 30) ASSUMED CBR 5.0% SUB-BASE COURSE: UNBOUND PAVEMENT TYPE 2.4 (CBR 30) ASSUMED CBR 5.0%
MINIMUM COMPACTION: 100% MDD MINIMUM COMPACTION: 100% MDD
SUBGRADE INSPECTION MDD : STANDARD MAXIMUM DRY DENSITY SUBGRADE INSPECTION MDD : STANDARD MAXIMUM DRY DENSITY
NATURAL SUBGRADE 100% MDD NATURAL SUBGRADE 100% MDD
* TYPE 2.5 (CBR 15) SUBGRADE REPLACEMENT 95% MMDD
IF DIRECTED BY SUPERINTENDENT * TYPE 2.5 (CBR 15) SUBGRADE REPLACEMENT 95% MMDD
IF DIRECTED BY SUPERINTENDENT
ROAD 1 - PRELIMINARY PAVEMENT DESIGN ROAD 2 - PRELIMINARY PAVEMENT DESIGN
4.000
NATURAL
SURFAC
LINE
E
1:4 -3% -3%
1: 4
1.250 7.000 1.250
CONTROL
TRAFFIC LANES 3m WIDE TWO COAT BITUMEN SEAL
SHOULDER SHOULDER
(WHERE NOMINATED ON LONG SECTION)
~1.000 ~6.000 ~1.000 200mm GRANULAR PAVEMENT
0.300 0.300
100mm TYPE 2.3 BAS COURSE
MATCH EXISTING CROSSFALL EXISTING SHOULDERS 100mm TYPE 2.4 SUB-BASE COURSE
1:4 1:4
CUTBACK
CONTROL
REFER PRELIMINARY PAVEMENT DESIGN LOT ACCESS ROADS - TYPICAL SECTION
LINE
SCALE 1:100
LAKE MACDONALD DRIVE INTERSECTION - TYPICAL SECTION
SCALE 1:100
STRAIGHT VERTICAL
SAW CUT
EXISTING PAVEMENT
WEARING SURFACE
ASPHALT TYPE DG10, 40mm MIN COMPACTED DEPTH
ON PRIMER SEAL
DESIGN DEPTH
PRE-SEAL INSPECTION MINIMUM DEPTH TO BE CONFIRMED BY THE ENGINEER AFTER
260mm 140mm
BASE COURSE
BASE COURSE: UNBOUND PAVEMENT TYPE 2.2 (CBR 60) TESTING OF THE INSITU SUBGRADE
MINIMUM COMPACTION: 100% MDD
6
DESIGN ESAs 1.0 x 10 (DISTRIBUTOR)
SUB-BASE COURSE: UNBOUND PAVEMENT TYPE 2.4 (CBR 30) ASSUMED CBR 5.0% SUB-BASE
MINIMUM COMPACTION: 100% MDD
SUBGRADE INSPECTION MDD : STANDARD MAXIMUM DRY DENSITY 0.300 0.300
NATURAL SUBGRADE 100% MDD
* TYPE 2.5 (CBR 15) SUBGRADE REPLACEMENT 95% MMDD
IF DIRECTED BY SUPERINTENDENT
EDGE OF EXISTING
FULL DEPTH PAVEMENT
J:\2019\19553sd2_Lake_MacDonald_Drive_Subdivision\4.CADD\#ACAD\19553_CIVIL.dwg
LAKE MACDONALD DRIVE INTERSECTION - PRELIMINARY PAVEMENT DESIGN JOINING TO EXISTING PAVEMENT
NOT TO SCALE
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
LD DR
This drawing is subject to
copyright in accordance with
PLANNER
Pivotal Perspective Pty Ltd
TEATREE PROPERTY PTY LTD LAKE MACDONALD DRIVE TYPICAL SECTIONS AS SHOWN A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's Jack Lewis LD DR RURAL RESIDENTIAL SUBDIVISION Drawing Number
client. This drawing shall only 0406 334 227
be used for this specific project. Approved RPEQ No RP DESCRIPTION 8RP160703 : 2RP852009 : 3RP137375 : 140MCH978 : 101SP142407 19553-C1207
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 20.07.20 INFORMATION REQUEST RESPONSE JF MCU APPROVAL - HORIZ DATUM GDA94 / MGA Z56 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 24.03.20 OPW SUBMISSION LD [email protected] www.todconsulting.com ROL APPROVAL RAL 19/0018 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 20.07.20 OPW APPROVAL RL DATUM MEASUREMENT BAR - INCREMENTS IN mm 13 of 17 B
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