Original source · versioned page text
S12884-210412-Store Local Stage 3 -For Approval
Original PDF page 15, section 1. The text section number identifies this passage in the reader.
8.50
7.7
8.00
7.50
7.5
8.25
]
Y
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
9.00
9.50
Y
5
0
0
0
]
T[C
|
T[C] EXISTING TELECOMMUNICATION
Y
]
|
W
S[C
T[C] SW[C] EXISTING STORMWATER DRAINAGE
Y
OH[C] T[C] // // // // // // // // // // // // // // // // //
OH[C] .5 0
11.0
EP 10. .5 .0 8.5 .0
T[C]
>
11.5
> > > 10 > > > > >9 > > > 9 > > > > > > >8 > >
|
Y
FH S[C] EXISTING SEWERAGE MAIN
//
|
S[C] S[C] S
Y
S[C] S[C] S S S S S S S S S S S S S S EXISTING SEWERAGE MAIN TO BE
//
S
OH[C]
|
ABANDONED
Y
W
|
W EXISTING WATER MAIN
T[C]
Y
S
9.999 EXISTING MAJOR CONTOURS
S[C]
PROPOSED CONTOURS
W
10.000
7.25
//
OH[C]
S
//
PROPOSED STORMWATER DRAINAGE
> PROPOSED SWALE
S
S[C]
T[C]
PROPOSED STORMWATER
//
W
OH[C]
DRAINAGE EASEMENT
//
STORMWATER DRAINAGE STRUCTURE SETOUT TABLE
S
S PROPOSED SEWERAGE MAIN
STRUCTURE SURFACE
//
W
EASTING NORTHING DESCRIPTION
No. LEVEL
S[C]
W PROPOSED WATER MAIN
T[C]
//
PROPOSED 900x600 FIELD GULLY WITH
OH[C]
S
GP1/1 961.527 5113.568 11.280 TRAFFICABLE GRATE. REFER TO DRAWING IPWEA
S DS-050.
EXISTING CONCRETE
W
PROPOSED 900x600 FIELD GULLY. REFER TO
GP2/1 959.377 5106.590 10.180
DRAWING IPWEA DS-050
//
PROPOSED 900x600 FIELD GULLY.REFER TO
S[C]
GP3/1 956.557 5091.433 8.955
S
PROPOSED CONCRETE
T[C]
//
DRAWING IPWEA DS-050
PAVEMENT/FOOTPATH
11.50
PROPOSED 900x600 FIELD GULLY.REFER TO
OH[C]
7.50
GP4/1 954.222 5069.631 7.510
W
TREET
DRAWING IPWEA DS-050
//
PROPOSED 1050∅ MANHOLE WITH CLASS 'D' LID.
MH5/1 952.789 5065.787 7.255 PROPOSED SUSPENDED CONCRETE
REFER TO DTMR STD DWG 1307.
4500 CLEAR HEAD ROOM
MH6/1 947.5873 5067.7542 9.140 EXISTING 1050∅ STORMWATER MANHOLE
S
LOADING DOCK
S[C]
RENE S
T[C]
W
up
//
OH[C]
//
FIRST FLOOR
up
S
FFL14.500 NOTE:
GROUND LEVEL CLASSIFICATION OF SUBSURFACE UTILITY INFORMATION
S[C]
IN ACCORDANCE WITH AUSTRALIAN STANDARD 5488.
S
FFL 11.500
LIFT
W
W
//
S
BASEMENT LEVEL
OH[C]
T[C]
FFL 8.050
//
LOT 902 STORMWATER DRAINAGE NOTES:
S
W
S[C]
SP 163309
1. LEVELS TO AHD.
WM
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.
S
4. DIMENSIONS SHALL NOT BE OBTAINED BY SCALING THE DRAWINGS.
W
EXTERNAL 5. DURING CONSTRUCTION, BARRIERS, LIGHTS & SIGNS SHALL BE MAINTAINED
FLOW 16L/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
AUTHORITIES CURRENT SPECIFICATIONS AND STANDARDS.
S
IL 10.250 (ROOFWATER 3.5l/s)
W
T[C]
7. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH S.A.A
PACKAGING RETAIL
OH[C]
CODES & BY-LAWS AND ORDINANCES OF THE RELEVANT LOCAL AUTHORITY
SALES OFFICE
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)
USIL 7.890 AUTHORITIES AND PAYING ALL FEES NECESSARY BEFORE See the original
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