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Approved Plans - OPW21/0103
Original PDF page 15, section 1. The text section number identifies this passage in the reader.
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 8.50
Y
7. 7
8.00
7.50
8.25
]
S[C
ROAD RESERVE LEGEND
11.75
5
W
|
OH[C]
T[C]
Y
10.75
10.2
|
11.75 EXISTING ELECTRICAL OVERHEAD
10.5
OH[C]
10.0
11.0
9.75
11.25
9.25
Y
9.00
9.50
5
0
0
0
]
W W W W W W W W W W W W W W W W W W W W W W W
T[C
|
T[C] EXISTING TELECOMMUNICATION
Y
|
]
W
S[C
Y
OH[C] T[C] T[C] // // // // // // // // // // // // // // // SW[C] EXISTING STORMWATER DRAINAGE
// //
OH[C] .5 0
11.0
10. .5 8.5 .0
|
EP .0
T[C]
>
11.5
> > > 10 > > > > >9 > > > 9 > > > > > > >8 > >
Y
FH S[C] EXISTING SEWERAGE MAIN
|
//
Y
S[C] S[C] S[C] S S S S S S S S S S S S S S S S EXISTING SEWERAGE MAIN TO BE
//
|
OH[C]
S[C]
Y || Y |
Y |
Y DISUSED BY METHOD OF GROUT FILLED
EXISTING SEWERAGE MAIN TO BE
S
W
T[C]
ABANDONED AND REMOVED
W EXISTING WATER MAIN
S[C]
9.999 EXISTING MAJOR CONTOURS
7.25
//
OH[C]
//
10.000 PROPOSED CONTOURS
W
PROPOSED STORMWATER DRAINAGE
> PROPOSED SWALE
S[C]
T[C]
//
OH[C]
W
//
PROPOSED STORMWATER
STORMWATER DRAINAGE STRUCTURE SETOUT TABLE DRAINAGE EASEMENT
STRUCTURE SURFACE
//
EASTING NORTHING DESCRIPTION
No. LEVEL
S[C]
S PROPOSED SEWERAGE MAIN
T[C]
//
W
PROPOSED 900x600 FIELD GULLY WITH
OH[C]
GP1/1 961.527 5113.568 11.280 TRAFFICABLE GRATE. REFER TO DRAWING IPWEA W PROPOSED WATER MAIN
DS-050.
PROPOSED 900x600 FIELD GULLY. REFER TO
GP2/1 959.377 5106.590 10.180
DRAWING IPWEA DS-050
//
EXISTING CONCRETE
W
TREET
PROPOSED 900x600 FIELD GULLY.REFER TO
S[C]
GP3/1 956.557 5091.433 8.955
T[C]
//
DRAWING IPWEA DS-050
11.50
PROPOSED 900x600 FIELD GULLY.REFER TO
OH[C]
7.50
GP4/1 954.222 5069.631 7.510 PROPOSED CONCRETE
DRAWING IPWEA DS-050
PAVEMENT/FOOTPATH
//
RENE S
PROPOSED 1050∅ MANHOLE WITH CLASS 'D' LID.
W
MH5/1 952.789 5065.787 7.255
REFER TO DTMR STD DWG 1307.
MH6/1 947.5873 5067.7542 9.140 EXISTING 1050∅ STORMWATER MANHOLE
S[C]
PROPOSED SUSPENDED CONCRETE
T[C]
//
OH[C]
W
//
FIRST FLOOR
FFL14.500 NOTE:
GROUND LEVEL CLASSIFICATION OF SUBSURFACE UTILITY INFORMATION
S[C]
IN ACCORDANCE WITH AUSTRALIAN STANDARD 5488.
FFL 11.500
//
BASEMENT LEVEL
OH[C]
T[C]
FFL 8.050
//
LOT 902 STORMWATER DRAINAGE NOTES:
W
S[C]
SP 163309
1. LEVELS TO AHD.
2. ALL DIMENSIONS ARE IN METRES UNLESS NOTED OTHERWISE.
//
3. ALL DIMENSIONS AND LEVELS ARE TO BE CHECKED ON-SITE BEFORE WORK
T[C]
OH[C]
COMMENCES.
W
//
4. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE DRAWINGS.
5. DURING CONSTRUCTION, BARRIERS, LIGHTS & SIGNS SHALL BE MAINTAINED
S
PROPOSED 0.750m LONG 100∅ STUB @ 1 TO ENSURE SAFE PASSAGE OF TRAFFIC AND PEDESTRIANS IN ACCORDANCE
S[C]
//
IN 100. REFER TO HYDRAULIC WITH THE REQUIREMENTS OF THE LOCAL AUTHORITY.
CONSULTANT'S DRAWINGS FOR DETAIL. 6. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH LOCAL
W
IL 10.250 (ROOFWATER 3.5l/s) AUTHORITIES CURRENT SPECIFICATIONS AND STANDARDS.
S
T[C]
7. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH S.A.A
OH[C]
CODES & BY-LAWS AND ORDINANCES OF THE RELEVANT LOCAL AUTHORITY
AND WORKPLACE HEALTH AND SAFETY REQUIREMENTS.
225∅ uPVC (SN8) 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL RELEVANT
225∅ uPVC (SN8) 225∅ uPVC (SN8)
S
USIL 7.890
W
AUTHORITIES AND PAYING ALL FEES NECESSARY BEFORE COMMENCING
S[C]
//
USIL 9.250 USIL 6.550 WORK, FOR LOCATING ALL EXISTING SERVICES AND FOR REPAIR OF ANY
DSIL 6.600
PROPOSED 1.0m LONG 100∅ STUB @ 1 IN DSIL 8.000 SERVICES DAMAGED AS A RESULT OF THE WORKS.
11.5
L 21.927m DSIL 6.400
T[C]
100 FOR DRIVEWAY DRAINAGE. REFER 9. FOOTPATHS AND PRIVATE PROPERTY SHALL BE REINSTATED TO THEIR
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