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20651-C1100_[D]
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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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Full text of the other 1 section
Section 2
U/G1
S TING
T
EXIS
E
EXISTING 1050Ø MANHOLE SEWER EXISTING U/G 600Ø RCP STORMWATER 01
SCREW IN KERB -
T
E
E 1003.6001 PROPERTY BOUNDARY PROPERTY BOUNDARY
N 998.5369
E
T
02
0 0.5 1 1.5 2 2.5 m - JOIN SMOOTHLY AND NEATLY
GENERAL ARRANGMENT 3.500 3.500 TO NATURAL SURFACE
E
EXISTING RETAINING WALL NEW LOG BARRIER
SCALE 1:50 TO REMAIN REFER IPWEAQ STD DRG GS-042 MATCH NATURAL SURFACE LEVEL
JOIN NEATLY & SMOOTHLY
TO EXISTING FOOTPATH & NATURAL
SURFACE AT PROPERTY BOUNDARY NATURAL SURFACE
NOM 8.8%
CJ
~1 ON 6
CJ
2.5% 1 ON 10
5%
1.33% PVC TELSTRA
T T T T T
T T
T
T T T T
EXISTING U/G 35Ø T T
PROPERTY BOUNDARY
T
RL 4.00 PROPOSED T
T
T T T T T T T T T T T T T T T T T T T T
~0.196 U/G 35Ø PV T T T
C TELSTRA T
T T T T T T T
~0.344
0.300
~0.297
MIN
PROPOSED EXISTING U/G 150Ø PVC-U SEWER
U/G TELSTRA 0.150 EXSITING150Ø EXISTING U/G 150Ø PVC-U SEWER SHALLOW FOOTING MAY BE REQUIRED.
PVC-U SEWER FOOTING TO BE CONFIRMED ON SITE.
~0.566 125mm THICK CONCRETE (GRADE N32) AVOID U/G TELECOMMUNICATIONS.
EXISTING U/G RL 3.415 EXISTING U/G RL 3.415 WITH SL72 MESH (50mm TOP COVER),
DIAL BEFORE . .
J:\2020\20651ID1_16 Myles Street Tewantin - Driveway\4.CADD\#ACAD\20651_CIVIL.dwg
600Ø RCP EXISTING 1070Ø 50mm SAND BLINDING LAYER (MAX)
~0.751 0.300 ~0.369 150Ø PVC-U SEWER 0.300
STORMWATER MANHOLE SEWER
YOU DIG (IL 3.36)
www.1100.com.au WARNING
0 0.2 0.4 0.6 0.8 1.0 m 0 0.5 1 1.5 2 2.5 m
IT IS THE RESPONSIBILITY OF THE FOREMAN TO CONTACT
THE RELEVANT SERVICE AUTHORITIES TO ASCERTAIN THE OVERHEAD POWER BLADE PIER DETAIL SECTION 2
EXACT LOCATION OF SERVICES PRIOR TO CONSTRUCTION. IN VICINITY OF WORKS SCALE 1:20 SCALE 1:50
SERVICES SHOWN ON THESE DRAWINGS ARE APPROX ONLY LOOK UP & LIVE
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
AR DR
This drawing is subject to
copyright in accordance with J. WHITE DRIVEWAY GENERAL ANRRANGEMENT, 1:50 UNO A1
the agreement between TOD Designed Verified
Consulting Pty Ltd (tc) and tc's AR DR 16 MYLES STREET, TEWANTIN CROSS SECTIONS & DETAILS Drawing Number
client. This drawing shall only D 13.07.23 ISSUED FOR APPROVAL DR
be used for this specific project.
C 03.06.21 ISSUE FOR APPROVAL AR
Approved RPEQ No RP DESCRIPTION LOT 3 RP108538 20651-C1100
This drawing shall not be used Noosa: 07 5449 9600 Sunshine Coast: 07 5329 3190 D.REYNOLDS 9072 LOCAL AUTHORITY NOOSA SHIRE COUNCIL
B 24.02.21 ISSUE FOR APPROVAL AR MCU APPROVAL HORIZ DATUM LOCAL 0 10 20 30 40 50 60 Sheet Revision
for construction until marked as PO Box 61, Noosaville, QLD 4566 Signed
A 16.02.21 ISSUE FOR APPROVAL AR [email protected] www.todconsulting.com ROL APPROVAL VERT DATUM AHD
'Issued For Construction' in the
revision description. Rev Date Revision Description Drawn ABN 39 128 805 336 13.07.23 OPW APPROVAL RL DATUM PM27355 RL5.125 MEASUREMENT BAR - INCREMENTS IN mm 2 of 2 D