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Attachment 3 -B_Operational Works - Civil Plans by Arcos
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
Plans and drawings
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Log in to see the plans as drawn EARTHWORKS QUANTITIES
TOP SOIL STRIP: 92m3
EXISTING LEGEND
EARTHWORKS CUT: 12m3 PROPERTY BOUNDARY
EARTHWORKS FILL: 260m3 MAJOR CONTOUR 1m
BALANCE: 248m3 MINOR CONTOUR 0.25m
SEWER MAIN DN300 AC
NOTES:
WATER MAIN DN100 AC
1. ALL VOLUMES INDICATED ARE SOLID VOLUMES.
U/G TELECOMMS
2. ASSUMED TOP SOIL STRIP 100mm THICK.
3. EARTHWORKS QUANTITIES BASED ON COMPARISON BETWEEN U/G ELECTRICITY
DESIGN SURFACE AND STRIP SURFACE. FENCE
RETAINING WALL
EARTHWORKS NOTES:
1. FOR GENERAL NOTES & DETAILS REFER DRG C-00011 & DRG C-00221.
2. LEVEL 1 CERTIFICATION IS REQUIRED ON ALL LOTS IN ACCORDANCE WITH AS3798-2007. PROPOSED LEGEND
3. RETAINING WALLS TO BE DESIGNED BY OTHERS / STRUCTURAL ENGINEER. PROPOSED CUT
4. CONTRACTOR TO PREPARE EROSION AND SEDIMENT CONTROL PLAN PRIOR TO
CONSTRUCTION. PROPOSED FILL
MAJOR CONTOUR 1m INTERVAL
MINOR CONTOUR 0.25m INTERVAL
INLET PROTECTION
FLOW DIRECTION
SEDIMENT FENCE
RETAINING WALL CONCRETE SLEEPER
CP
BUP5923
12
SP156865
TEMPORARY CONSTRUCTION ENTRY / EXIT
SEDIMENT TRAP REFER TO STD DRG IPWEA DS-040
TW 1.90
BW 1.70
1.0%
HILTON TERRACE
WM
11
SP156865
106
RP41223
1.80
922m²
1.80
1.0%
1.70
1.60
1.70
1.80
1.90
2.00
2.10
2.20
2.30
2.40
2.50
2.60
2.60
2.40
2.50
2.30
2.10
2.20
2.00
1.90
1.80
1.70
1.60
Filename: C:\ARCOSGROUP\ARCOS GROUP - DOCUMENTS\TOTALSYNERGY\211099 URB RES - 27 HILTON TERRACE, TEWANTIN\3.0 CAD\DRAWINGS\OPW\211099-OPW-C-00201.DWG
1.50
1.40
1.30
1.20
1.10
10
SP156865
1.
53
TW 1.90
BW 1.64
S
TW 1.65
BW 1.50
TW 1.54 PROVIDE SAND BAGS IN KERB & CHANNEL
BW 1.43 DOWN SLOPE OF CROSSOVER TO CAPTURE
COURSE SEDIMENTS
WM
RETAINING WALL TO BRIDGE THE SEWER. PIER EITHER
Last Plotted: 2022-01-20
SIDE OF EXISTING SEWER MAIN TO ENSURE ZONE OF TEMPORARY CONSTRUCTION FENCING TO BE
INFLUENCE IS CLEAR OF ASSET TO A MINIMUM OF INSTALLED WITH LOCKABLE GATE TO BOUNDARY
300mm BELOW EXISTING SEWER INVERT AS REQUIRED TO SECURE SITE
Last saved by: ARCOS CIVIL(2022-01-20)
CP
BUP6816
North Point Scale Horiz. Datum Client Consultant Project Drawing
LOCAL Drawn JW Project No. Drawing No. Rev No.
URBAN FABRIC OPERATIONAL WORKS - CIVIL EARTHWORKS & EROSION
Design JW
DEVELOPMENTS Pty Ltd DUAL OCCUPANCY DEVELOMENT & SEDIMENT CONTROL PLAN
0m
A1 1:100
2.5 5
Vert. Datum
AHD
27 HILTON TCE, LOT 106RP41223 Check GM
211099 OPW-C-00201 A
A FOR APPROVAL 20.01.22 LS RL Datum CIVIL | STRUCTURAL | GEOTECHNICAL TEWANTIN, QLD, 4565 Approved Approved Date Signed Sheet
P1 PRELIMINARY
Rev Revision Description
20.01.22 LS
Date Approved
COPYRIGHT © All rights reserved.
This work is copyright and cannot be reproduced
or copied in any form without the prior consent
SUNSHINE COAST | BRISBANE | GOLD COAST
www.arcosgroup.com.au | ABN 51 640 311 842
LACHLAN SWANN
RPEQ 21223
20.01.22 Status FOR APPROVAL
Size A1
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