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Revised Civil Engineering Plans
Original PDF page 9, section 1. The text section number identifies this passage in the reader.
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RM
N16 S/S DOWELS @
LP 400 CTRS, 600L WITH SUITABLE
E
PROVIDE 30mm SAW CUT POLYURETHANE
S
T
W DANLEY DOWEL
RM FILL WITH APPROVED SEALANT TO PREVENT
SLEEVE OR SIMILAR
FLEXIBLE SEALANT. SLAB MESH, AS SPEC'D. DJ INGRESS OF DIRT.
LOT 1
S
RM
T
W
E
S
SCJ 10mm THK COMPACTED SANDBED
TRM
W
TAYLOR COMPACTED SANDBED CUT EVERY SECOND
E
WITH VISQUEEN WIRE OF MESH IN LINE COMPRESSIBLE FILLER WITH VISQUEEN
COURT
S
VAPOUR BARRIER WITH JOINT. CUT MATERIAL FOR FULL VAPOUR BARRIER
W OVER (CONTINUOUS) JOINTS 6-12HRS AFTER DEPTH OF PAVEMENT OVER (CONTINUOUS)
W SCJ CONCRETE POUR. DJ
SW
W
W RTM
S
E
Site BM
SAW-CUT JOINT SCJ DOWELED JOINT DJ
W
PM 190989
T
WRM
SW
S
E
RL=120.402
W
SCALE 1:20 SCALE 1:20
U 01
RM T
W LOT 2
S
W
E
SW
W
T S RE-ENTRANT CORNER
W U 01 S
E S FORMED BY KERB, WALL,
W
E W
S
PIT LID, STEP ETC.
S
SW
S
//
S
W
S
S
S
// S
ENT
U 02 W
// S PROVIDE 3/N12 TRIMMER BARS IN
E EASEM
S
S TOP x 1500 LONG ACROSS ALL
W RE-ENTRANT CORNERS NOT
INTERSECTED BY CONTROL JOINTS.
SW
U 11 S
DRAINAG
U 03
W
S
W
RE-ENTRANT SLAB CORNER
SW
U 10
S
U 11 110
U 12
U 03
SCALE 1:20
U 12
U 04
40 110
RETAINING WALLS 1.000m OR
U 12
HIGHER ARE TO HAVE A HANDRAIL
TO ARCHITECTURAL DETAILS 40
150
U 09 MESH
U 05 MESH
150
1200 MAX
U 05
500 MAX
U 06
U 07 N16 'L' BARS AT 300mm CRS,
U 08 600mm INTO SLAB, 3/N12
HORIZONTAL
N16 'L' BARS AT 400mm CRS,
FSL N16 'L' BARS AT 300mm CRS, FSL 400mm INTO SLAB, 3/N12
600mm INTO SLAB, 2/N12 HORIZONTAL
200
200
HORIZONTAL
SW
DRAIN C/W GEOFABRIC SOCK DRAIN C/W GEOFABRIC SOCK
DRAINAGE BACKFILLED WITH FREE BACKFILLED WITH FREE
RESERVE DRAINING GRANULAR MATERIAL DRAINING GRANULAR MATERIAL
300 300 300 300
a:\2123-lot 4 taylor court, cooroy\acad civil opw\2123 opw set.dwg
BARRIER KERB ADJACENT LOWER GROUND DETAIL
SCALE 1:20
PROJECT: JOB NUMBER
REV DATE DESCRIPTION BY CHKD SCALE APPROVED PROPOSED INDUSTRIAL DEVELOPMENT 2123
A 15-12-2021 FOR APPROVAL KE DB LOT 4 TAYLOR COURT, COOROY
DATUM AHD SHEET: 9 OF 11
B 10-03-2022 AMEND GENERAL LAYOUT CS CL 0 5.0 10 15 20 25m MAROOLINGAR P/L ATF TWENTY20 UT
C 04-04-22 FOR APPROVAL DTB DTB DESIGN KE
................. DRAWING TITLE: DRAWING NUMBER REV
DRAWN KE
SCALE 1:500 A3 Director: TONY SHELLEY
DESIGN CHECK CL (RPEQ 7736) 07 5443 8285 R09 C
This drawing is not to be copied or amended without written permission from [email protected] www.barlowshelley.com.au
DATE DEC-2021 Barlow Shelley Consulting Engineers PO Box 899 Maroochydore 4558 ABN 89 215 591 077
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