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FURTHER ADVICE - Attachment 2 - TOD Consulting Engineering Plans
Plans and drawings: the text below has words only, no drawings.
Original PDF page 1, section 2. The text section number identifies this passage in the reader.
00
.4
KER
.3
27
E 27 . .3 .3 3
55
N 27 .4 .3 7.
95
27 27 27 27 2 28 . 00
27
B B2
SW
27
00
.4
.4 27.5
0 NEW KERB B2. .4
90
95 NEW KERB B2.
90
27
.
27
2 7.
.9
SW
00
28
RAMP DOWN RAMP DOWN
00
DOWN
.2
28 NEW KERB B2. L . r 1:14 MAX. 1:14 MAX.
G L
. 25 NG E28 00 ING EL NG EL te IN VE
50
SW
TI V wa ain
28
28
IS LE T V TI V ST LE
IS LE IS LE I
.1
RAMP DOWN RAMP DOWN
. DOWN
EX ER
50 X X m
R X
40
E E R E ER
1:14 MAX. 1:14 MAX.
H OVT E H VTE
T T T T
CHT SOV T
28
T T
SW
T
CHT SOV T
T T T T T T T
T T
TC
T T T
TC SSO
T T T T T T T T T T T T T T T T T T T T T T T
T T T T T T T
T T
AT SS
.6
T A
A A
M ROS M ROS
0
M RO M RO 0
0
C E . 00 E CE
SW
E E E C E E C E E E E E E E E E E E E E E E E E E E E E E E E E E
29
E E E E E E E E E E E E E E E E E E E E E E E E
SW SW
SW
t pit
EXISTING STREET PARKING SPACES pi
SW
SW
SW
SW
SW
H
M .77
SW L 28
SW
SW
NEW PEDESTRIAN STAIRS. NEW PEDESTRIAN RAMP.
H
M .98 REFER TO SHEETS S09 AND S10 REFER TO SHEETS S09 AND S10 S H
M .74
SW L 28 BOTTLEBRUSH AVENUE SW
SW L 28
SW
S
S
SW SW SW SW
SW SW SW
SW SW SW
SW SW SW SW
SW SW SW SW SW SW
SW SW SW SW SW SW
SW SW SW SW SW SW
SW SW SW SW
SW SW SW SW SW SW
H
M .82
SW SW SW SW SW SW
SW
SW L 28
SW
NOTE : S ke
r
THERE IS A POTENTIAL CLASH in
w
re
WITH SERVICES. RE-LOCATE (sc
CARPARK REMEDIATION PLAN EXISTING TELECOMMUNICATION M
1:200 UNREDUCED AT A3 LINES AS REQUIRED BY OTHERS. TB
1:100 UNREDUCED AT A1
KEY :
NOMINAL LINE
45mm
NEW CONCRETE CROSSING. REFER
PLAN ON S09 AND DETAIL ON S10. ROAD ASPHALT TYPE DG14 MINIMUM COMPACTED DEPTH 45mm ON
KERB
SW SW SW EXISTING STORMWATER HOT BITUMEN PRIME [email protected] l /m2.
** RADIUS = 20mm PRE-SEAL INSPECTION
125mm#
DESIGN DEPTH#
40 DEEP LIFT ASPHALT PAVEMENT TO T T T EXISTING TELSTRA EXISTING BASE COURSE: UNBOUND PAVEMENT TYPE 2.1. (CBR 60).
150 110 300 MIN. SETOUT POINT
FORM NEW RAMP TO CONCRETE MIN. COMPACTED THICKNESS: 125mm. MIN. COMPACTION: 100% RDD.
CROSSING. DEPTH TO SUIT. TO BE REPLACED ONLY AS REQUIRED
NEW ASPHALT E E E EXISTING ELECTRICITY
**
WORK WHERE REQUIRED.
MAKE GOOD TO EXISTING
ASPHALT PAVEMENT.
150
125mm#
X EXISTING SUB-BASE COURSE: UNBOUND PAVEMENT TYPE 2.4. (CBR 35)
XX EXISTING WATER MAIN MIN. COMPACTED THICKNESS: 125mm. MIN. COMPACTION: 100% RDD.
275
. DENOTES FINISHED SURFACE LEVEL W W W
XX TO BE REPLACED ONLY AS REQUIRED
EXISTING BASECOURSE
EXISTING MAJOR CONTOUR
DEPTH AS INSTRUCTED
MIN
100
EXISTING SUB-BASE KERB AND CHANNEL NOTES:
(PROVISIONAL)
NOTE:
1. REFER TO IPWEAQ STD DWG SEQ R-0080 FOR FULL DETAILS OF EXISTING MINOR CONTOUR ALL PAVEMENT WORK IS TO BE CARRIED OUT IN
KERB AND CHANNEL. ACCORDANCE WITH QUEENSLAND TRANSPORT
2. SUBSOIL DRAINS ARE TO BE INSTALLED UNDER ALL KERB AND TECHNICAL SPECIFICATION NOS. 11.04, 11.05 AND 11.09.
INVERTS IN ACCORDANCE WITH IPWEAQ STD DWG SEQ R-0140
UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
SEMI-MOUNTABLE KERB TYPE B2 3. CAPPED CLEANING CONNECTIONS SHALL BE PROVIDED AT THE
HEAD OF DRAINS AND AT MAXIMUM 100m SPACES.
1:20 UNREDUCED AT A3
4. OUTLETS SHALL BE PROVIDED AT ALL PITS, HEADWALLS, ENDS
1:10 UNREDUCED AT A1
OF KERB AND CHANNEL/KERB OR OTHERWISE AT MAXIMUM
100m SPACES.
5. OUTLETS NOT AT DRAINAGE PITS OR HEADWALLS SHALL BE PAVEMENT DETAILS
PROVIDED WITH A CONCRETE HEADWALL AND APRON WITH
NOT TO SCALE
MARKER POST.
COPYRIGHT © Associated Consultants Client Drawn Verified Project Drawing Title Scale Sheet Size
This drawing is subject to A VENESS A VENESS
copyright in accordance with the THE BODY CORPORATE Designed Verified
ALTERATIONS AND ADDITIONS TO CARPARK CIVIL WORKS AS SHOWN A1
agreement between Tod
FLEXURE Pty Ltd
Consulting pty ltd (tc) and tc's
client. This drawing shall only be
OF NOOSA CENTRAL
GRANT CALDER ARCHITECTURE
AND URBAN DESIGN
S PRYCE H GRAY 6 BOTTLEBRUSH AVE NOOSA JUNCTION PLAN AND DETAILS Drawing Number
used for this specific project.
21 Bursaria Street Peregian Beach
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