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Approved Plans - OPW21/0160 - Engineering Plans - 9 Butler St, Tewantin
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn DIAL1100 LEGEND
BEFORE YOU DIG EXISTING SEWER
PROPOSED EXISTING ABANDONED SEWER
SEDIMENT FENCE EXISTING COMBINE DRAIN
REFER DETAIL EXISTING TELSTRA
EXISTING OPTIC FIBRE
EXISTING WATER
EXISTING STORMWATER
PROPOSED
EXISTING FOUL WATER
SEDIMENT
EXISTING GAS
FENCE WEIR
REFER DETAIL 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
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
PROPOSED
P
R
O
PO
S
T
S
E
R
DM
WA
E
T
R
SEDIMENT FENCE
RETURN PROPOSED SEWER
SEWER TO BE ABANDONED
PROPOSED WATER
STABILIZED
PROPOSED RETAINING WALL
ENTRY AND EXIT
PROPOSED FENCE
POINT REFER
DETAIL AREA OF FILL
AREA OF CUT
EXISTING SPOT LEVEL
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
(MAX 2m CRS.)
150-200mm 00m 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
exact position of all services on site.
OR WEEKLY WHEN WORK IS NOT OCCURING.
2. WITHIN 24 HOURS OF EXPECTED RAIN.
APPROVED PLANS
OPW21/0160
No guarantee is given that all existing services are shown. 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
NOOSA COUNCIL
INDEX & SITE LAYOUT. REFER TO NOTES SHEET
www.1100.com .au MOBILISE SEDIMENT ON SITE. 201102-N01 FOR ALL PROJECT NOTES.
11 AUGUST 2021
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
A
NF
NF
PM
PM
KS
KS KS 28.07.21 RFI RESPONSE 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: 28.07.21
© Ferg & Roeds Consulting Pty Ltd
ABN 60 646 316 056
201102 ES01 A
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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