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Approved Plans - OPW21/0063 - Engineering Plans -16 Myles St, Tewantin
Original PDF page 2, section 2. The text section number identifies this passage in the reader.
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4.70 END OF EXISTING PATH 0 0.5 1 1.5 2 2.5 m
SECTION 1
T
AREA IN CUT IL APPROX
4.8
E
4.9
EXISTING PATH TO REMAIN
0
5.0
0
0
SCALE 1:50
TT
SAWCUT EXISTING FOOTPATH
AT PROPERTY BOUNDARY
E
ER
C-U SEW
Ø PV
EXISTING RETAINING WALL TO REMAIN U /G150
S TING
T
EXIS
E
EXISTING 1070Ø 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 - MATCH NATURAL SURFACE LEVEL
GENERAL ARRANGMENT 3.500 3.500 JOIN SMOOTHLY AND NEATLY
E
EXISTING RETAINING WALL TO NATURAL SURFACE
SCALE 1:50 NEW LOG BARRIER
TO REMAIN JOIN NEATLY & SMOOTHLY
REFER IPWEAQ STD DRG GS-042
TO EXISTING FOOTPATH & NATURAL SURFACE AT PROPERTY BOUNDARY
CJ REFER DETAIL CJ REFER DETAIL
6% RL 4.418 NATURAL SURFACE
JOIN NEATLY AND SMOOTHLY SL72 MESH (50mm TOP COVER) 2.5%
6% ~1 ON 10 RL 4.371
TO EXISTING ASPHALT LEVEL 6% (IN ROAD RESE 1 ON 10
6% RVE) SERVE)
(IN ROAD RE
1.33%
PVC TELSTRAT
0.404 TO
T T T
EXISTING U/G 35Ø
0.300
T
NOM
0.150
T T T T
0.552
T T
PROPOSED PROPOSED
T
T
T T T T T T T T T T T T
RL 4.00 U/G 35Ø PV T
T
T T
T
T T T T T T T T T
U/G TELSTRA C TELSTRA T
T T T T T T T T
~0.297
0.150 EXISTING U/G 150Ø PVC-U SEWER
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 EXISTING U/G 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 RL 3.415 RL 3.415
(IL 3.36)
www.1100.com.au WARNING
0 0.2 0.4 0.6 0.8 1.0 m PROPERTY BOUNDARY 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
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 03.06.21 OPW APPROVAL RL DATUM PM27355 RL5.125 MEASUREMENT BAR - INCREMENTS IN mm 2 of 2 C
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