Council archive · source document
Attachment 1 - Civil Drawings - OPW20-0092 · OPW20/0092
Original PDF page 6, section 1. The text section number identifies this passage in the reader.
SW
S
EXISTING STORMWATER
T
W
PIPE TO BE LOCATED AND
SW
1 LEVELLED PRIOR TO START
SP231606 OF CONSTRUCTION N
REMOVE EXISTING
S
INTERALLOTMENT DRAINAGE
SW
AND KERB ADAPTORS
T
W
N
30
SW
S
JOIN NEATLY TO
LEGEND EXISTING DRIVEWAY N
T
W
MH7/5
PROPERTY BOUNDARY CP
FI5/5
SW
SP261199 FI4/5
S
REMOVE AND REINSTATE EXISTING T
EASEMENT BOUNDARY
AVOCET PARA
N
0.60
II II
RETAINING WALL TO ALLOW II
76.0 FINISHED CONTOUR STORMWATER CONSTRUCTION II II 225Ø
II
SW
FI3/5 WM
II II 0Ø
EXISTING BITUMEN EDGE II 30
T
//// 225Ø
W
II II N
S
EXISTING KERB II 225Ø
F2/5 II II G6/5
SW SW EXISTING STORMWATER LINES II II
SW
II
/\/ /\/ EXISTING OVERHEAD POWER LINES/POLE 225Ø E1/1 10
.4
N
T
FI1/5
W
DE
EXISTING TELSTRA
S
T T
100 AC
E1/6
II
SW
9.6
E E EXISTING ELECTRICITY
225Ø
W W EXISTING WATER MAIN N
150Ø STUB FOR
T
225Ø STUB FOR
W
S S EXISTING SEWER MAIN S
S
II
HYDRAULICS
SW
CP HYDRAULICS
11.2
150 PVC-U S
CONTROL LINE SP261199 CONNECTION CONNECTION 20
300 DIA. SW
150Ø STUB FOR N
KERB AND CHANNEL
HYDRAULICS
E1/2
T
PROPOSED STORMWATER
W
CONNECTION
II
PROPOSED GULLY PIT F3/3 N
PROPOSED TRENCH GRATE ET
225Ø
FL.14.64 RL.11.20 ET ET ET
SW
PROPOSED FIELD INLET RL.10.78
II
W
S
EJ
T N
SJ
ET
SJ
ET
PROPOSED MANHOLE
10.8
SJ
FOR CONCRETE SJ FI2/3
PROPOSED RETAINING WALL SJ
SW
FL.14.04 PAVEMENT DETAILS SJ RL.10.75
T
15
BUILDING WORKS
II
REFER SHEET C06 N
W
SJ
0Ø
REFER STRUCTURAL DRAWINGS FOR DETAILS
S
EXISTING WATER AND
ET
EJ
SJ
ROAD PAVEMENT TELSTRA TO BE LOCATED
SW
15.2
RL.10.49
ET
REFER DETAILS ON SHEET C06 EJ AND LEVELLED PRIOR TO
15.6
10.4
EJ
10.0
N
T
EJ
11.2
EJ START OF CONSTRUCTION
II
SJ
DRIVEWAY
W
FL.13.45
S
REFER IPWEA STD DRG No. RS-051 TG1/3
4.5%
SW
EJ
TG
SJ
CONCRETE PAVEMENT
14.8
N
ET
150mm THICK WITH SL92 MESH ON 30mm SAND BEDDING SJ
SJ
II
14.0
T
SJ
10
W
SJ
SW
S
EXISTING TREE
TG
Ø
N
SJ
225
EJ
RL.10.69
SJ
FL BUILDING FLOOR LEVEL
II
N
ET
RL.10.75
T
111212
SW
N
.6.0.4
W
.8
E T N
10
S
ET ET N
RL.11.20 ET N
N
N
II
SW
N
T
W
16.4
S
BIN
WASH N
10.4
SW
II
DOWN
T
AREA
W
S
N
SW
272 E1/4
II
P93113 13. 11.2
TYPICAL MANHOLE SETOUT 13.6
2 12.8 S
W
SCALE 1:50 14.0
S
N
SW
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
Attachment 1 - Civil Drawings - OPW20-0092.pdfRelated documentApplication case desk ↗
About this file
- File size
- 4.9 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.