Original source · versioned page text
21556-C001_C500 & SWCLC - full set
Attached to the e-mail 25 Pavilion St - Response to information Request - OPW22/0104.
Original PDF page 6, section 2. The text section number identifies this passage in the reader.
SEALANT.
SL82 MESH (50 TOP COVER)
PRELIMINARY PAVEMENT DESIGN
5
URBAN LOCAL ( DESIGN ESAs 2 x 10 )
125
125
WEARING COURSE : ASPHALT TYPE DG10, 30mm MIN COMPACTED DEPTH ON 7mm PRIMER SEAL
200
BASE COURSE : 125mm* TYPE 2.2 (CBR 60) UNBOUND PAVEMENT
MIN COMPACTION: 100% STANDARD MAXIMUM DRY DENSITY
SUB-BASE COURSE : 125mm* TYPE 2.3 (CBR 45) UNBOUND PAVEMENT
\\tod-fs02\dropbox\2021\21556SD2_25 Pavilion St, Pomona - Subdivision\4.CADD\#ACAD\2.OPW\#21556_CI_OPW.dwg
MIN COMPACTION: 100% STANDARD MAXIMUM DRY DENSITY
SUBGRADE : REFER NOTE 2
R16-400 HDG DOWEL BARS, 400 LONG, ADDITIONAL LOWER LAYER OF SL92 MESH,
IN DANLEY 'DOWEL MASTER' SLEEVES 200 200 N12 SPACER BARS 800 WIDE. CUT EVERY ALTERNATE WIRE AT
PAVEMENT NOTES ON BAR CHAIRS TIED BETWEEN MESH JOINT LOCATION. MARK LOCATION ON FORMWORK.
1. * DEPTHS TO BE CONFIRMED BY THE ENGINEER FOLLOWING TESTING OF THE INSITU SUBGRADE.
2. NATURAL SUBGRADE MINIMUM 95% RELATIVE MAXIMUM DRY DENSITY FOR FILL PLACED TO WITHIN 300mm OF SUBGRADE LEVEL
& 100% RELATIVE MAXIMUM DRY DENSITY FOR THE TOP 300m BELOW SUBGRADE LEVEL. EXPANSION JOINT (EJ) CONTROL JOINT (CJ)
PROVISIONAL SUBGRADE REPLACEMENT, IF DIRECTED BY SUPERINTENDENT TYPE 2.5 (CBR 15) 100% STANDARD MAXIMUM DRY DENSITY .
SCALE 1:10 SCALE 1:10
REFER DRG NO C001 FOR PROJECT NOTES
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
JF DR
This drawing is subject to
copyright in accordance with
SURVEYORS & PLANNERS JNE DEVELOPMENTS P/L 25 PAVILION ST, POMONA ROAD LONGITUDINAL SECTION, AS SHOWN A1
the agreement between TOD LAND SURVEYING DYNAMICS (LSD) Designed Verified
Consulting Pty Ltd (tc) and tc's
p 0412 666 516 JF DR RESIDENTIAL SUBDIVISION TYPICAL SECTIONS AND DETAILS Drawing Number
client. This drawing shall only
be used for this specific project. e [email protected] Approved RPEQ No RP DESCRIPTION 21SP316902 21556-C202
This drawing shall not be used w www.landsurveyingdynamics.com Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D. REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 25.05.22 IR : ITEM 4 (2m PATH) JF 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 11.04.22 OPW SUBMISSION JF [email protected] www.todconsulting.com ROL APPROVAL RAL21/0017 VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 25.05.22 OPW APPROVAL - RL DATUM (PSM112428) 98.616 MEASUREMENT BAR - INCREMENTS IN mm 6 of 14 B
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