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20651-C1100_[D]
Original PDF page 1, section 1. The text section number identifies this passage in the reader.
EXISTING U/G TELSTRA (INDICATIVE ONLY)
EXISTING O/H ELECTRICAL
STOP TOP LAYER OF MESH EACH 25 SAW CUT JOINT TO BE CREATED
LEGEND
E
EXISTING U/G150Ø PVC-U SEWER
SIDE OF JOINT (50 COVER TO JOINT) WITHIN 8 HRS OF POUR. SEAL JOINT WITH EXISTING CONTOUR (0.1m INCREMENTS)
T
COLOUR MATCHED APPROVED SEALANT.
PROPOSED CONTOURS (0.1m INCREMENTS)
CORNER OF PROPERTY
PROPERTY BOUNDARY
SL72 MESH (50 TOP COVER)
E 999.9969 EXISTING KERB & CHANNEL
E
N 1015.7716
PROPOSED INTERFACE / TOP OF BATTER
T
150
EXISTING SEWERAGE
E
EXISTING STORMWATER DRAINAGE
NEW 1.0m WIDE FOOTPATH NEW LOG BARRIER EXISTING ELECTRICITY (OVERHEAD)
T
GENERALLY IN ACCORDANCE WITH REFER IPWEAQ STD DRG GS-042
E
IPWEAQ STD DRG R-065 T EXISTING TELCOMMUNICATIONS
ER
AT
RMW PROPOSED CONCRETE FOOTPATH
TO DPM; ON 30mm SAND BEDDING; ADDITIONAL LOWER LAYER OF SL72 MESH,
PS
RC ON 125mm SUBBASE MATERIAL N12 SPACER BARS 800 WIDE. CUT EVERY ALTERNATE WIRE AT PROPOSED CONCRETE DRIVEWAY
T
E
125mm THICK CONCRETE (GRADE N32) 0Ø CLASS 2.3 QTMR STD SPEC JOINT LOCATION. MARK LOCATION ON FORMWORK.
60 TIED BETWEEN MESH
SHAPE AS REQUIRED
WITH SL72 MESH (50mm TOP COVER), U/G PROPOSED ASPHALT
G
50mm SAND BLINDING LAYER (MAX) TIN
EX
IS
CONTROL JOINT (CJ)
E
T
EXISTING BACK OF RETAINING WALL
0 0.1 0.2 0.3 0.4 0.5 m
CONTROL JOINT (CJ) DETAIL
EXISTING STORMWATER
TEMP BATTER
SCALE 1:10
E
AREA IN CUT KERB INLET DRAINAGE PIT
(1 ON 2)
T
1 ON 10
E
2.342 1.414 0.829 1.414
T
TIE NEATLY & SMOOTHLY INTO
T
BACK OF EXISTING RETAINING WALL
E
0.586
RL 4.600 R2
T
RL 4.565
1.415
2.000
2.000
TT
E
EXISTING TREE TO BE REMOVED (BY OTHERS)
02
-
T
R2 PROPERTY BOUNDARY
01
E
T
T
- RL 4.202 RL 4.177 RL 4.077
3.673 6.000
BREAK OUT & REMOVE BACK OF K&C
SAWCUT EXISTING K&C
50mm MIN DEPTH AT INVERT
T
3.673
E
TEMP BATTER 3.500
2.000 1.000 3.173 JOIN SMOOTHLY AND
(1 ON 2)
T
NEATLY TO NATURAL
T
DOUBLE SL72 MESH
SURFACE
CJ REFER DETAIL
CJ REFER DETAIL
CJ REFER DETAIL
NATURAL SURFACE
T
E
CJ
CJ
CJ
TIE IN NEATLY TO EXISTING K&C
4.000
ER
ATT
T
PB 2)
T
TEM 1 ON
(
E
3.5m WIDE DRIVEWAYCROSSOVER GENERALLY
T
RL 4.60
IN ACCORDANCE WITH IPWEAQ STD DRAWINGS 1%
0.377
RS-049, RS-050 & GRC SRD DRG R-04 NOM 8.8%
0.123
T
RL 4.248 RL 4.223 RL 4.123 EXIST ≈8% 2.5%
T
R6 5%
3.500
E
150mm THICK CONCRETE (GRADE N32) RL 4.00
0.500
RL 4.565 DOUBLE SL72 MESH
WITH SL72 MESH (50mm TOP COVER), RL 4.600
T
R6
50mm SAND BLINDING LAYER (MAX) 150mm THICK CONCRETE (GRADE N32)
2.342 1.209 1.233 1.209
PROPERTY BOUNDARY
WITH SL72 MESH (50mm TOP COVER),
E
EXISTING U/G
T
T
150Ø PVC-U SEWER 50mm SAND BLINDING LAYER (MAX)
TEMP BATTER
(1 ON 2)
T
EXISTING U/G TELSTRA TO BE RELOCATED
~ 1 ON 6
EXISTING U/G 525Ø RCP STORMWATER
E
IL APPROX PROPOSED U/G TELSTRA
T
T
END OF EXISTING PATH 0 0.5 1 1.5 2 2.5 m
SECTION 1
T
AREA IN CUT FOR ADDITIONAL DETAILS
E
EXISTING PATH TO REMAIN
REFER BLADE PIER DETAIL
SCALE 1:50
TT
SAWCUT EXISTING FOOTPATH
AT PROPERTY BOUNDARY
E
R
EWE
C-U S
50 Ø PV
EXISTING RETAINING WALL TO REMAIN See the original
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