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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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Log in to see the plans as drawn DIAL1100 LEGEND
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
PROPOSED EXISTING CONTOURS
SEDIMENT DESIGN CONTOURS
FENCE WEIR PROPOSED KERB
REFER DETAIL PROPOSED ROAD ℄
PROPOSED DRIVEWAY
STABILISED ENTRY/EXIT POINT
PROPOSED SILT FENCE
P
R
O
M
W
E
F
P
RN
O
S
E
C
D
S
N
E
ID
T
GULLY PIT SOCK PROTECTION
P
R
O
PO
S
T
S
E
R
DM
WA
E
T
R
PROPOSED SEWER
SEWER TO BE ABANDONED
PROPOSED WATER
STABILIZED
PROPOSED RETAINING WALL
ENTRY AND EXIT
PROPOSED FENCE
POINT REFER
DETAIL AREA OF FILL
PROPOSED
AREA OF CUT
SEDIMENT FENCE
EXISTING SPOT LEVEL
REFER DETAIL
PROPOSED SPOT LEVEL
PROPOSED LAYOUT & EROSION & SEDIMENT MANAGEMENT
SCALE 1:200
RY
DA
N X
BOU MA
T 2m
ON
FR
FENCE POST
WEIR TO BE 600mm WIDE REINFORCED
m (MAX 2m CRS.)
150-200mm 00 U.N.O. ON LAYOUT PLAN BACKING
THICK 3.0
TH FILTER FABRIC
ID RB (SECURE TO BACKING)
W KE
UM NG
700 MAX
450 MIN
IM TI EMBED FILTER
N
MI IS
0.500
EX UNDISTURBED FABRIC
EXISTING ROADWAY
OR GROUND
W FALL
NE
CONSTRUCT WEIR WEIR HEIGHT TO BE
0.500
40-75mm NOMINAL ANCHOR AS PER DETAIL 300mm U.N.O.
0.200
CRUSHED ROCK FOR SEDIMENT FENCE
GEOTEXTILE FABRIC 0.200
STABILISED ENTRY/EXIT POINT TYPICAL DETAIL DURING SEDIMENT FENCE WEIR ISOMETRIC SECTION
CONSTRUCTION PHASE N.T.S.
TEMPORARY SEDIMENT FENCE DETAIL
N.T.S.
N.T.S.
WARNING NOTE:
BEWARE OF UNDERGROUND SERVICES ALL ESC MEASURES SHALL BE INSPECTED:
The locations of underground services are approximate only. 1. AT LEAST DAILY WHEN WORK IS OCCURING ON SITE
It is the responsibility of the contractor to prove the OR WEEKLY WHEN WORK IS NOT OCCURING.
exact position of all services on site.
No guarantee is given that all existing services are shown.
2. WITHIN 24 HOURS OF EXPECTED RAIN. NOTE:
Locate all underground services before commencement of works 3. WITHIN 18 HOURS OF A RAINFALL EVENT (i.e. AN REFER TO TITLE SHEET 201102-T01 FOR DRAWING
DIAL 1100 BEFORE YOU DIG EVENT OF SUFFICIENT INTENSITY AND DURATION TO INDEX & SITE LAYOUT. REFER TO NOTES SHEET
www.1100.com .au MOBILISE SEDIMENT ON SITE. 201102-N01 FOR ALL PROJECT NOTES.
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 PROPOSED LAYOUT &
A
M
E
nominated on hard copy plans.
Any digital information supplied by
OPERATIONAL WORKS EROSION & SEDIMENT
N
D
M
APPROVED this office is for information only.
Any discrepancies should be
DA No. RAL21/008 MANAGEMENT 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 ES01 -
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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