Original source · versioned page text
S12884-210412-Store Local Stage 3 -For Approval
Original PDF page 11, section 1. The text section number identifies this passage in the reader.
ROAD RESERVE
FOR CONTINUATION REFER TO CR01
up LEGEND
//
S
SW[C]
9.25
OH[C] EXISTING ELECTRICAL OVERHEAD
9.0
>SW
>
//
T[C] EXISTING TELECOMMUNICATION
S
LIFT
S
SW[C] EXISTING STORMWATER DRAINAGE
>
>SW
>9
EXISTING SWALE
SW[C]
up
//
9.00
.0
S[C] EXISTING SEWERAGE MAIN
S
S
//
EXISTING WATER MAIN
> SW
W[C]
>
//
10.000 EXISTING MAJOR CONTOURS
S
SW[C]
8.75
10.000 PROPOSED CONTOURS
> SW
>
S
SW PROPOSED STORMWATER DRAINAGE
//
S
8.5
> PROPOSED SWALE
//
>
>
SW[C]
SW S PROPOSED SEWERAGE MAIN
//
S
S
W PROPOSED WATER MAIN
8
FIRST FLOOR
.5
//
>
8.50
>
FFL14.500 PROPOSED SAFETY FENCE
GROUND LEVEL
//
S
SW[C]
SW
FFL 11.500 PROPOSED BASEMENT OUTLINE UNDER
BASEMENT LEVEL
>
//
>
S
S EXISTING SEWER MAIN TO BE ABANDONED
FFL 8.050
S
SW
EXISTING CONCRETE
>
>
8.25
SW[C]
//
8.0
S
//
PROPOSED CONCRETE
PAVEMENT/FOOTPATH
> SW
>8
S
8.00
.0
8.25 PROPOSED SUSPENDED CONCRETE
SW[C]
//
//
>
S
>
S
NOTE:
//
7.5
CLASSIFICATION OF SUBSURFACE UTILITY INFORMATION
SW
>
8.000 PROPOSED RETAINING WALL. SCOPE AND
>
8.000 IN ACCORDANCE WITH AUSTRALIAN STANDARD 5488.
//
SW 7.295 7.293 7.784 7.825 5 DETAIL TO BE CONFIRMED BY OTHERS.
S
7.7
7.266
//
S
SW 7.743 8.950 8.400
7.793 7.708
SW[C]
7.644
>
//
S[C]
5.0%
//
EXISTING RETAINING WALL TO BE REMOVED
S
5.0%
ACROSS NEW DRIVEWAY ACCESS.
4.6%
4.0%
3.6%
MAX.
5%
S[C]
7.140
10.0% 6.5% 3.3% 5% 3.2% 8.2% 8.2%
8.0
S[C] S[C] 7.50
>
S
S[C] S[C] S[C] S[C] S[C] S[C]
7.030 S[C]
7.100 S[C] S[C] D
SW[C]
S[C]
7.600
//
7.770
//
// //
-
S[C
7.770
//
6.930
// //
7.770 ]
7.659
7.055 // // // // 7.552
7.600 7.684
// // //
Y |
Y |
Y |
Y |
Y
7.0
// |
// // Y |
Y |
Y | 7.5
Y | //
7.0 7.493 S[C
0
7.25
0 ]
7.755
8.850
SP 163309
PROPOSED CONCRETE PAVEMENT. 7.25
LOT 902
REFER TO DRAWING S12884-CR04 FOR
8.400
7.50 ADJUST EXISTING SEWERAGE S[C
DETAIL. MANHOLE TO MATCH FINISHED ]
7.50 SURFACE LEVEL. REFER TO PROVIDE 5.0m2 OF DN100
SEWER DRAWINGS FOR DETAIL. DUMPED ROCK TO BATTER S[C
]
7.25
WITH GEOFABRIC UNDER.
S[C
]
PLAN
SCALE 1:100
NOT FOR CONSTRUCTION
NEW LEVELS - SL7.785
MANHOLE ALIGNMENT.
ADJUST LID TO SUIT
EXISTING SEWER
WORKPLACE HEALTH AND SAFETY NOTE:
ROAD RESERVE
RENE STREET ALL WORKS UNDERTAKEN BY THE CONTRACTOR SHALL COMPLY WITH THE
REQUIREMENTS OF THE QUEENSLAND WORK HEALTH AND SAFETY ACT 2011.
BOUNDARY
PROPERTY
PROPOSED SURFACE
LOT 59 ON RECONSTRUCT BARRIER CONTACT THE NEAREST OFFICE OF THE DIVISION OF WORKPLACE HEALTH AND
RP228906 KERB AND CHANNEL 'B1' AS
2.0m WIDE CONCRETE
INDICATED ON PLAN LOT 590 ON RP8906 ROAD RESERVE LOT 280 ON SP104321 SAFETY FOR INFORMATION. PHONE No. 1300 362 128.
FOOTPATH EXISTING SURFACE
RL11.900 2.5% "DEDICATED PATHWAY"
9.5% DIAL BEFORE YOU DIG:
EXISTING SURFACE
IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT 'DIAL BEFORE YOU DIG'
TYPICAL VERGE SECTION 7.96% 9.5% RL8.400
PH.1100 FOR THE LOCATION OF EXISTING PUBLIC UTILITIES PRIOR TO EXCAVATION.
7.96%
3.07% ANY DAMAGE CAUSED TO EXISTING PUBLIC UTILITIES BY THE CONTRACTOR WILL
BE REPAIRED BY THE RELEVANT AUTHORITY AT THE CONTRACTOR'S EXPENSE.
RL7.683 DESIGN SURFACE
RL7.780 RL7.608
RL8.400
EXISTING SERVICES NOTE:
THIS DESIGN HAS BEEN PREPARED BASED ON SERVICE AUTHORITY AS
SECTION C SECTION D CONSTRUCTED INFORMATION. NO POT HOLING HAS BEEN UNDERTAKEN TO VERIFY
EXISTING SERVICE LOCATIONS AND DEPTHS. IT IS THE CONTRACTORS
SCALE 1:50 SCALE 1:50 RESPONSIBILITY TO UNDERTAKEN POT HOLING TO VERIFY THE DESIGN.
CR01 -
0 1 2 3m 0 2 4 6m
REAL PROPERTY DESCRIPTION
SCALE 1:50 (A1) SCALE 1:100 See the original
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