Council archive · source document
Avocet Pde OPW - App A Civil · OPW20/0092
Original PDF page 5, section 1. The text section number identifies this passage in the reader.
SW
S
T
W
SW
1
SP231606 N
S
SW
T
W
N
30
SW
S
TOW 12.10 N
T
W
BOW 10.10
CP
LEGEND
SW
SP261199 HT=2.00
S
T
AVOCET PARA
II N
76.0 NATURAL CONTOUR II II
II II
II
SW
76.0 DESIGN CONTOUR II WM
II II
T
W
PROPERTY BOUNDARY II
10.8
II N
S
II II
9.6
II
EASEMENT BOUNDARY II II
SW
II
11
.0
EXISTING BITUMEN EDGE EX.14.99 10
.4
N
12.
T
W
EXISTING GRAVEL EDGE
DE
0
S
II
13.
SW
EXISTING KERB
0
14.8
EXISTING STORMWATER LINES N
T
14.4
EXISTING OVERHEAD POWER LINES/POLE
W
S
S
II
SW
CP
11.2
EXISTING TELSTRA BEL.14.20
E E EXISTING ELECTRICITY
SP261199 20 N
EXISTING WATER MAIN TOW 12.72
T
SW
W
II
EXISTING RETAINING
S
EXISTING SEWER MAIN BOW 10.60
WALL TO REMAIN
15.2
HT=2.12 N
KERB AND CHANNEL
FL.14.64
SW
CONTROL LINE
II
TOW 12.175
W
TOW 15.30
S
T BOW 10.60 N
CONCRETE SLEEPER WALL BOW 14.49
TOW 13.45 HT=1.575
10
REFER DETAIL BELOW HT=0.81
.0
SW
BOW 11.20
10.0
1.6 WALL HEIGHT (MAXIMUM HEIGHT PER SEGMENT) FL.14.04
T
II
HT=2.25 N
W
S
HOUSE PAD EXISTING WATER AND
10.4 TELSTRA TO BE LOCATED
SW
77.65 HOUSE PAD BULK EARTHWORKS LEVEL BEL.14.49
TOW 15.88 AND LEVELLED PRIOR TO
15.6
EARTHWORKS DEPTHS (0.5m INCREMENTS) N
T
START OF CONSTRUCTION
II
BOW 14.49
W
10.8
FL.13.45
S
CUT FILL HT=1.39
SW
EX.15.88
EXISTING TREE N
15.0
II
T
10
W
SW
15.2
S
TOW 13.45
16.0
EXISTING TREE TO BE REMOVED DEMOLISH ANDN REMOVE
BOW 11.20
EXISTING FEATURE WALL
11.211.6
II
HT=2.25 N
T
SW
N
12.0
FL BUILDING FLOOR LEVEL
W
N
S
BEL BULK EARTHWORKS LEVEL N N
15.0
N
N
10.8
SSL STRUCTURAL SLAB LEVEL
II
14.0
SW
TOW 12.51 N
T
BOW 11.15
10.4
W
16.4
S
BEL.13.89 SSL.12.61 HT=1.36
NOTES: BEL.14.49 SSL.14.64 BEL.13.25 BEL.12.46 N
SW
II
1. REFER TO THE ARCHITECTURAL DRAWINGS FOR DEMOLISH AND REMOVE
BEL.14.49
T
DEMOLITION WORKS. 12.4 EXISTING DRIVEWAY
12.4
14.0
W
S
2. ALL RETAINING WALL LOCATIONS AND LEVELS SHALL BE SSL.12.51
N
SW
IN ACCORDANCE WITH THE ARCHITECTS DRAWINGS 272 BEL.12.36
13.0
II
12.0
14.8
UNESS NOTED ON THIS PLAN. P93113 11.2
13.2 12.8 S
3. REFER TO THE STRUCTURAL DRAWINGS FOR RETAINING
13.6
W
WALL DESIGNS. 14.0
S
N
SW
TOW 17.00
T
14.4
16.0
16.8
II
BOW 14.49 15.6 14.0
HT=2.51
TOW 12.51 00
BOW 11.15
HT=1.36 N
SW
W
EX.17.08
S
T
II
CP
GTP322
EXISTING O/H ELECTRICITY TO BE N
SW
MODIFIED TO SUIT NEW WORKS. REFER
W
S
ELECTRICAL DRAWINGS FOR DETAILS.
T
N
SW
W
S
EARTHWORKS: - CUT VOLUME = 268 m3
FILL VOLUME = 9 m3
NOTES: -
1) STRIPPING NOT ALLOWED
0 2 4 6m
2) COMPACTION FACTORS NOT ALLOWED
3) SUBJECT TO ROAD PAVEMENT DESIGN
Scale 1:100 @A1
Scale 1:200 @A3
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to M.K.P. B.D.
copyright in accordance with the SKYLINE SURVEYORS RG STRATEGIC Designed Verified
38 AVOCET PARADE EARTHWORKS LAYOUT AS SHOWN A1
agreement between Tod SUITE 11C
Consulting pty ltd (tc) and tc's
client. This drawing shall only be BRIGHTWATER CORPORATE M.K.P. B.D. PEREGIAN BEACH PLAN Drawing Number
used for this specific project. CENTRE Approved
B. DOWNES
RPEQ No
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalUsed in these records
Avocet Pde OPW - App A Civil.pdfRelated documentApplication case desk ↗
About this file
- File size
- 4.5 MB (large file)
- File type
No other editions are linked here.
Original file
Log in to download the original file
The download may take up to a minute.