Original source · versioned page text
Approved Plans - OPW21/0063 - Engineering Plans -16 Myles St, Tewantin
Original PDF page 2, section 1. The text section number identifies this passage in the reader.
Plans and drawings
This document appears to be plans or drawings. Its page text below holds only the words printed on the drawings, without the drawings themselves, so it may be jumbled or hard to follow. To see the plans as drawn, choose Original above or download the file (both need you to log in).
Log in to see the plans as drawn 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 1.5m WIDE FOOTPATH NEW LOG BARRIER
0 EXISTING ELECTRICITY (OVERHEAD)
5.1
T
GENERALLY IN ACCORDANCE WITH REFER IPWEAQ STD DRG GS-042
E
IPWEAQ STD DRG R-065 T EXISTING TELCOMMUNICATIONS
ER
AT
R MW PROPOSED CONCRETE FOOTPATH
TO DPM; ON 30mm SAND BEDDING; ADDITIONAL LOWER LAYER OF SL72 MESH,
5.0
0 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 TIED BETWEEN MESH JOINT LOCATION. MARK LOCATION ON FORMWORK.
60
SHAPE AS REQUIRED
WITH SL72 MESH (50mm TOP COVER), U/G PROPOSED ASPHALT
50mm SAND BLINDING LAYER (MAX) T ING
4 .90 EX
IS
CONTROL JOINT (CJ)
E
T
EXISTING BACK OF RETAINING WALL
0 0.1 0.2 0.3 0.4 0.5 m
5.60 CONTROL JOINT (CJ) DETAIL
5.50
.80
EXISTING STORMWATER KERB INLET
SCALE 1:10 -
E
5.40 AREA IN CUT
APPROVED PLANS
4 DRAINAGE PIT
TEMP BATTER
5.30
(1 ON 2)
T
5.20
OPW21/0063
E
0
4.7
0
NOOSA COUNCIL
00
2.342
R2.
T
TIE NEATLY & SMOOTHLY INTO BACK OF
T
EXISTING RETAINING WALL
1 JULY 2021
E
5.10
0.829
1 ON 10
4 .60
T
SAWCUT EXISTING KERB & CHANNEL -
5.30
2.000
TT
E
EXISTING TREE TO BE REMOVED (BY OTHERS)
000
0 02
4.5
R2.
5.50
0
4.4 -
T
PROPERTY BOUNDARY
01
E
T
T
- RL 4.469 RL 4.409 3.5m WIDE DRIVEWAY
1.500 3.673 6.000
CROSSOVER GENERALLY IN
T
ROLLOVER 3.673 ACCORDANCE WITH IPWEAQ
1.500
E
STD DRGS RS-049, RS-050 & JOIN SMOOTHLY AND
1.500 1.500 1.500 ROLL OVER
TEMP BATTER GRC SRD DRG R-04
T
NEATLY TO NATURAL
T
R 27.30
(1 ON 2) SURFACE
CJ REFER DETAIL NATURAL SURFACE
T
E
4.000
CJ
CJ
CJ
CJ REFER DETAIL ER
ATT
T
PB 2)
T
ASPHALT APRON CJ REFER DETAIL TEM 1 ON
VARIES (
E
KERB & CHANNEL RL 4.60
T
JOIN NEATLY AND SMOOTHLY 0.5%
RL 4.469 TO EXISTING ASPHALT LEVEL INVERT
2.342 1.233 TIE IN NEATLY AND 2.5% 6%
R6.000
RL 4.456 6%
6%
T
SMOOTHLY TO EXISTING 4.000
T
E
ASPHALT LEVEL RL 4.00
0.500
150mm THICK CONCRETE (GRADE N32) DOUBLE SL72 MESH
WITH SL72 MESH (50mm TOP COVER),
T
R6.000 150mm THICK CONCRETE (GRADE N32)
50mm SAND BLINDING LAYER (MAX) 4.50
4.000 WITH SL72 MESH (50mm TOP COVER),
PROPERTY BOUNDARY
50mm SAND BLINDING LAYER (MAX)
E
EXISTING U/G
T
DOUBLE SL72 MESH CONCRETE TRANSITION
T
TEMP BATTER
150Ø PVC-U SEWER
~ 1 ON 10
(1 ON 2)
SAWCUT EXISTING KERB & CHANNEL FOR BRIDGED PROPERTY EXISTING U/G TELSTRA TO BE RELOCATED
T
4.60
ACCESS DETAIL
E
REFER GRC STD DRG R-04 PROPOSED
U/G TELSTRA
T
T
FOR ADDITIONAL DETAILS
EXISTING U/G 525Ø RCP STORMWATER REFER BLADE PIER See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
Large file: the download may take up to a minute.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.