Original source · versioned page text
221633 Civil_Combined
Original PDF page 4, section 1. The text section number identifies this passage in the reader.
4
121.
118.4
122.0
S
120.4
SW
120.6
120.2
120.8
.2
121
S
SW
.2
119
[[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]]
.2
118
II
122.2
.8
1.6
118
12
S
121.0
SW
119.8
II
121
.4
119.0
120.0
119.8
120.0
120.2
120.4
120.6
120.8
S
121.8
II
6
119.
S
SW
118.2
118.2 118.6
6
4
2
0
8
1.2
.4
8.6
119.
119.
119.
119.
118.
118
12
11
.4
119
S
SW
CONSTRUCT TEMPORARY
122.4
CONSTRUCTION ENTRY / EXIT
RET
WALL
S
121.8
SW
RET
118.4
WALL S
120
120
.0
SW
.4
122
120
.2
120.8
RET
.6
[[]] 119.2 [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] [[]] 121.2 [[]] [[]] [[]] WALL
.8
[[]]
118
[[]]
[[]]
118
.8
121.6
[[]]
S
119.0 119.8 121.0 121.4
120.0
[[]]
118.8
CONSTRUCT TEMPORARY
SW
SEDIMENT FENCE
.2
INSTALL TEMPORARY
122
SW SEDIMENT TRAP
S
FILENAME: \\AD.EDGECE.COM\JOBS\220000\221633-NOOSA CHRISTIAN COLLEGE LRC ADMIN REFURB\EDWG\CIVIL\221633 C201 EROSION & SEDIMENT CONTROL PLAN.DWG
SW
2.2
12
119.6
SW
S
SW
.4
119
LEGEND STANDARD DRAWINGS
PROPERTY BOUNDARY THE FOLLOWING INTERNATIONAL EROSION AND SEDIMENT CONTROL
EXISTING MINOR & ASSOCIATION OF AUSTRALIA (IECA) STANDARD DRAWINGS APPLY:
11.1 MAJOR CONTOUR (0.100m) DC-01 DIVERSION CHANNELS
EXISTING BUILDING DB-01 FLOW DIVERSION BANK
EXIT-04 - 06 CONSTRUCTION EXIT - VIBRATION GRIDS
EXISTING BATTER TOP
AND WASH BAY
EXISTING BATTER TOE FS-01 FILTER SOCK - CONCENTRATED FLOW
EXISTING SWALE GB-01 GULLY BAG INLET PROTECTION
OG-1 ON-GRADE KERB INLET SEDIMENT TRAP
SW EXISTING STORMWATER SA-01 SAG KERB INLET SEDIMENT TRAP
PROPOSED MINOR & SF-01 & SF-02 SEDIMENT FENCE
11.1 MAJOR CONTOUR (0.100m)
PROPOSED BUILDING
PROPOSED BATTER TOP
PROPOSED BATTER TOE
WARNING
PROPOSED STORMWATER THE CONTRACTOR SHALL CONFIRM THE LOCATION OF ALL EXISTING
SERVICES ON AND EXTERIOR TO THE SITE INCLUDING WATER MAINS,
[[]] TEMPORARY SEDIMENT FENCE
SEWER MAINS, GAS MAINS, TELECOMMUNICATIONS CABLES, ELECTRICAL
TEMPORARY SEDIMENTATION TRAP CABLES, AND STORMWATER PIPES. ANY DAMAGE TO EXISTING SERVICES
SHALL BE REPAIRED AT THE CONTRACTORS EXPENSE.
PLOT DATE: 30.01.2023
TEMPORARY CONSTRUCTION
ENTRY / EXIT
FLOW DIRECTION
Project Name Drawing Title
Brisbane . Australia
RPEQ NAME: ERIN HOGAN 1st Floor, 28 Balaclava Street.
Woolloongabba,
NOOSA CHRISTIAN COLLEGE EROSION & SEDIMENT CONTROL PLAN
Queensland, 4102,
NORTH RPEQ No: 21411 Australia
20 COOROY BELLI CREEK ROAD
COOROY QLD 4563
T: +61 7 3392 3671
0 2 4 6m DATE: 30.01.23 www.edgece.com E: [email protected] Client Project No.
PAYNTERS 221633 FOR APPROVAL
The concepts + information contained in this document are the copyright of EDGE Consulting Engineers.
SIGN: Use or copying of this document in whole or in part without the written permission of EDGE Consulting Engineers
Designed Drawn Checked Scale @ A1 Drawing No. Revision
SCALE 1:100 @A1 P1 30.01.23 FOR APPROVAL ST KO constitutes an infringement of copyright.
0 mm 10 20 30 40 50
Rev Date Description By Chk DO NOT SCALE DRAWINGS. IF IN DOUBT, ASK! ST ST KO 1:100 C201 P1
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take up to a minute.