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Engineering Plans
Attached to the e-mail Operational Works Application OPW21/0160 - 9 Butler St, Tewantin -.
Plans and drawings
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DIAL1100
BEFORE YOU DIG EXISTING SEWER
EXISTING ABANDONED SEWER
EXISTING COMBINE DRAIN
EXISTING TELSTRA
EXISTING OPTIC FIBRE
EXISTING WATER
EXISTING STORMWATER
EXISTING FOUL WATER
EXISTING GAS
Y
TC
E
IC
LR
T
H
IO
N
/G
S
ITE
X
I
Y
TC
E
IC
LR
T
G
IU
N
/G
S
ITE
X
I
EXISTING KERB INVERT
EXISTING CONTOURS
DESIGN CONTOURS
PROPOSED KERB
PROPOSED ROAD ℄
PROPOSED DRIVEWAY
DRIVEWAY P
R
O
PO
S
T
S
E
R
DM
WA
E
T
R
TURNAROUND AREA PROPOSED SEWER
SEWER TO BE ABANDONED
PROPOSED WATER
PROPOSED RETAINING WALL
PROPOSED FENCE
PROPOSED DOWEL JOINT
PROPOSED SAWCUT JOINT
PROPOSED WATER CONDUIT
PROPOSED ELECTRICAL CONDUIT
WIDENING OF EXISTING
PROPOSED TELECOM CONDUIT
CROSSOVER TO BETTER ALIGN
WITH PROPOSED DRIVEWAY EXISTING SPOT LEVEL
PROPOSED SPOT LEVEL
WARNING
BEWARE OF UNDERGROUND SERVICES
The locations of underground services are approximate only.
It is the responsibility of the contractor to prove the
exact position of all services on site.
No guarantee is given that all existing services are shown.
Locate all underground services before commencement of works
DIAL 1100 BEFORE YOU DIG
www.1100.com.au
DRIVEWAY LAYOUT CUT 200mm LONG PIECE
REFER DETAIL
OUT OF EVERY 2nd 6mm SAW CUT
SCALE 1:100 A
WIRE 6
PROPOSED ROADSEAL SL JOINT
SEALANT RECESSED
DRIVEWAY
3mm BELOW SURFACE
30
LEVEL
CLOSED CELL
PROPOSED SLAB
SL72 MESH
REINFORCEMENT
SAW CUT JOINT (SJ) POLYETHYLENE BACKING
(N32) N.T.S. ROD
50mm COVER
50mm(MAX) SAW CUT JOINTS WITHIN 12
BEDDING SAND HOURS OF CASTING SLAB
DETAIL A
125
N.T.S.
SEALANT SL72 MESH
CONCRETE SLAB DETAIL - DRIVEWAY REFER DETAIL B WITH REINFORCEMENT
20
5
N.T.S. BACKING ROD 50mm COVER
75
1x50ØELECTRICAL CONDUIT 1x50Ø TELECOM CONDUIT
(WITH DRAW WIRES (WITH DRAW LINES
INSTALLED) INSTALLED) 75
10
50Ø CONDUIT
125
MINIMUM SEPARATION TO MINIMUM SEPERATION TO SEALANT
50
FOR 32Ø WATER ALL OTHER SERVICES ALL OTHER SERVICES 25 EXPANSION BOND BREAKER
SERVICE CUP
BACKING ROD
300mm LONG R12 DOWEL BARS @ 150 150 BOND
300mm CENTRES or 300mm LONG BREAKER
DRIVEWAY TYPICAL SECTION R16 DOWEL BARS @ 450mm FILLER FILLER
NOTE: CENTRES
REFER TO TITLE SHEET 201102-T01 FOR DRAWING SCALE 1:20
INDEX & SITE LAYOUT. REFER TO NOTES SHEET
201102-N01 FOR ALL PROJECT NOTES. DOWEL JOINT (DJ) DETAIL B
N.T.S. N.T.S.
FILE: 201102.dwg DATE: 01-06-2021 USER: NATHANFLANDERS
XREFS: X_Design, X_Titleblock, X_Survey
FIRST DESIGN DRAWN CHECK APPROVED DATE STATUS SCALE CLIENT PROJECT DRAWING TITLE
AMENDMENT DETAILS All setting out should be carried
ISSUE NF PM KS KS 30.05.21
ISSUED FOR APPROVAL
0 1 2 4 out in accordance with Council's
standard drawings or as
K. COURTNEY 9 BUTLER ST, TEWANTIN DRIVEWAY
A
M
E
nominated on hard copy plans.
Any digital information supplied by
OPERATIONAL WORKS LAYOUT PLAN
N
D
M
APPROVED this office is for information only.
Any discrepancies should be
DA No. RAL21/008 & DETAILS
E BY: A. K. Sani RPEQ 10697 PROJECT No. DRAWING No. REVISION
N discussed with the superintendent.
T
S
SIGN: DATE: 30.05.21
© Ferg & Roeds Consulting Pty Ltd
ABN 60 646 316 056
201102 DW01 -
D:\Projects\200701 11 O'Leary Ave, Burpengary\CAD\200701-rev1.dwg Plotted by: ###### on 11/18/2020 11:09:57 AM
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