Original source · versioned page text
20651_20210302 - C1000 - C1100_[A]
Attached to the e-mail Operational Works Application OPW21/0063 - Cover letter - DA Form 1 - Plans - Correspondence with Unitywater - 16 Myles Street Cooroy.
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
EXISTING O/H ELECTRICAL
LEGEND
EXISTING U/G TELSTRA (INDICATIVE ONLY)
STOP TOP LAYER OF MESH EACH 25 SAW CUT JOINT TO BE CREATED
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 SL72 MESH (50 TOP COVER)
PROPERTY BOUNDARY
E 999.9969 EXISTING KERB & CHANNEL
E
N 1015.7716
PROPOSED INTERFACE / TOP OF BATTER
T
150
EXISTING SEWERAGE
E
0
5.1
EXISTING STORMWATER DRAINAGE
EXISTING ELECTRICITY (OVERHEAD)
T
E
T EXISTING TELCO
0
ER
5.0
T
MWA EXISTING CONCRETE FOOTPATH
T OR 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
0Ø
4.90
60 CLASS 2.3 QTMR STD SPEC TIED BETWEEN MESH JOINT LOCATION. MARK LOCATION ON FORMWORK.
U/G CUT FILL PROPOSED EARTHWORK AREAS
G
TIN
EX
IS
CONTROL JOINT (CJ)
1 ON 10
E
EXISTING RETAINING WALL
T
4.80
0 0.1 0.2 0.3 0.4 0.5 m
CONTROL JOINT (CJ) DETAIL
EXISTING STORMWATER KERB INLET
TEMP BATTER
SCALE 1:10
E
DRAINAGE PIT
(1 ON 2)
0
4.7
T
E
0
4.6
000
2.342
R2.
TIE NEATLY & SMOOTHLY INTO BACK OF
T
EXISTING RETAINING WALL
E
0.829
0
4.5
RL 4.579
B
2.000
4.40
T
RL 4.450
E
TEMP BATTER EXISTING TREE TO BE REMOVED (BY OTHERS)
000
(1 ON 2) 02
R2.
RL 4.303 3.673 SAWCUT EXISTING KERB & CHANNEL -
PROPERTY BOUNDARY
01 4.30
E
-
5.50
3.673 6.000
4.10
1.500
4.20
1.500
E
T
ROLLOVER 1.500 1.500 ROLL OVER
JOIN SMOOTHLY AND NEATLY
R VARIES TO NATURAL SURFACE
3.5m WIDE DRIVEWAY
5.00
CROSSOVER GENERALLY IN NATURAL SURFACE
E
ACCORDANCE WITH IPWEAQ CJ REFER DETAIL
4.000
CJ
CJ
CJ
STD DRGS RS-049 & RS-050 ER
T
CJ REFER DETAIL ATT
PB 2)
4.60
CJ REFER DETAIL B TEM 1 ON
VARIES (
E
KERB & CHANNEL RL 4.60
INVERT 0.5%
1 ON 6
T
2.342 1.233 TIE IN NEATLY AND
R6.000
2.5%
SMOOTHLY TO EXISTING 1 ON 8 4.000
E
ASPHALT LEVEL RL 4.00
0.500
DOUBLE SL72 MESH
R6.000 RL 4.348 4.40 SAWCUT EXISTING KERB & CHANNEL
150mm THICK CONCRETE (GRADE N32)
4.000 WITH SL72 MESH (50mm TOP COVER),
PROPERTY BOUNDARY
RL 4.579 50mm SAND BLINDING LAYER (MAX)
E
DOUBLE SL72 MESH RL 4.450
TEMP BATTER
EXISTING U/G TELSTRA,
4.50
T
LOCATION TO BE CONFIRMED PRIOR TO COMMENCING WORKS
(1 ON 2)
150mm THICK CONCRETE (GRADE N32)
WITH SL72 MESH (50mm TOP COVER), FOR BREAKAOUT DETAIL EXISTING U/G 150Ø PVC-U SEWER
E
50mm SAND BLINDING LAYER (MAX) 4.60 REFER STD DRG RS-050
FOR ADDITIONAL DETAILS
REFER BLADE PIER DETAIL
1 ON 6
T
5.0
EXISTING U/G 525Ø RCP STORMWATER 0 0.5 1 1.5 2 2.5 m
END OF EXISTING PATH
SECTION 1
0
4.70 IL APPROX
4.9
E
4.8
EXISTING PATH TO REMAIN
0
0
SCALE 1:50
B EWE
R
C-U S
Ø PV
T
/G150
E
GU
E XISTIN
EXISTING RETAINING WALL TO REMAIN
S E
T
EXISTING 1070Ø MANHOLE SEWER EXISTING U/G 600Ø RCP STORMWATER 01
SCREW IN KERB -
E
E 1003.6001 PROPERTY BOUNDARY PROPERTY BOUNDARY
N 998.5369
T
E
02 B
T
0 0.5 1 1.5 2 2.5 m -
GENERAL ARRANGMENT 3.500 3.500
E
EXISTING RETAINING WALL
SCALE 1:50 TO See the original
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