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SUPERSEDED Approved Plans MCU21-0020 & OPW21-0035
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NOOSA COUNCIL
APPROVED PLAN
Revision Description Date
. . .
MCU21/0020 & OPW21/0035 .
.
.
.
.
.
7 SEP 2021 FL 22.23 22.12
15
LL WP As annotated by Council .72 19.61 2 04
0.
22.26
12 16.89 19.70
.4 8 17.26 19.59
IL 11.89
IL 10.24 Deck all 19.45
Top of W 19.60
E
SP m Pool 15.73 15.15 16.69 19.65
15.40
• • • •• • •• • ••••••••••
17 t 15.66
9 L
••
• •••••••• 16.34
87 • • •• • ••
9 13.83
33.635 15.80 17.21
12.78 19.48
13.827•
12.30 19.30 22.03 21.89
Emt M SP179879
Emt N SP179879
16.62
16.93 17.09 9.48 19.79 22.06
1
Raking Rock Retaining Wall
6
• • • • •• • • • • • • IL• 11.28
14.45
••
• • • •• • •• • •••••••••••
19.10
14.75
•• 16.11 17.64 19.24
••• 19.23
SW
LL P
12.90 13.98
•••
•••
12
.1 12.61
5
13.02 19.07
19.25 19.59
13.695
11.96 21.67
21.78
IL 11.28
21.81
GRANT ST
14.61
15.05 17.77
• • • •• • •• • •••••••••••
H
IL CB
11
.1
• • • • •• • • • • • • • • • •
0
4.975
15.95
14.31 15.34
19.11
13.12 33.711
19.04
11.84 13.34
• • • •• • •• • •••••••••••
18.89
16.34 18.86 19.02
19.09 19.
38
14.29 15.50
12.49
12.97 21.46
21.57
Emt
21.61
Emt
13.41 18.99
16.35
. . .
Revision Description Date
Issue:
Does not form part of this
DEBUILD T/A
approval ABN 40 098 481 899
Title: DRIVEWAY DETAILS
Project 27 Grant Street
Noosa
Date: Dec 2020 Drawn: LR Design: TM
Checked: Drg No.
30378 -C4.1 .
[OCR of page images]
NOOSA COUNCIL
DRAWING SIZE - A2 APPROVED PLAN Revision |Descrpfon pate
MCU21/0020 & OPW21/0035 ;
7 SEP 2021 | 92.03% gett?
As annotated by Council 9 x20-04 re
Jo) ¥F A nt
ia & Deck 19.45 1 |
3 3 45.13 | |
Ny | 1 | NEW 1.5m CONCRETE FOOTPATH
* \ H I TO COUNCIL STANDARDS
I I I
= I 1 I
2 é I 19.48 I |
t sy ii
12.9008] 7 II 1 99.03) 191.89
=| = “Th 49.48419-79 | dos
9) 8a H ' 2 '
=| |35 i 1 = ||
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“ | H_—---#% 1 B@ ||
1 8 |
5 | 419. 10 NN I x | LINE OF PROPOSED DRIVEWAY
v* re T OD 1 PROFILE VIEW ALIGNMENT, REFER
a 1 ! s I DRG (6.2.
Re \ 3 |
Li Fw g |
Mh | \ |
“) ig \ Lo I 5 |
BI ie) Lal Ws 19.25 419.59 | lo4.67
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: S 16.34 48,86 [1992 Jt 94.19.38 \
. x | Mk
: 12.49 7 14.29 15.50 ot \
b 12.9 91.57 421-46
m I 21.61
3 13.41 x! 8.99
| I
LEGEND 16935
50h > INDICATES FINISHED SURFACE GRADE
4180 EXISTING SURFACE SPOT LEVELS.
SITE_PLAN — DRIVEWAY LEVELS AND GRADING
80°77 CONTOURS AND LEVELS TO HAD eth) DREW CROSSES ACCORDANCE WH == [as
— sw/ex INOKATES STORUWATER RAN EMSING REQUIREMENTS Issue: FOR APPROVAL
SUBGRADE PREPERATION, REFER
GENERAL NOTES
INDICATES EXISTING SEWER LINE Does not form part of this
KEY approval <
EX. SWPT EXISTING STORMWATER PIT
DEPTH
DETERMINED
ON-SITE
f
~~ Unit 1/11 Project Ave,
Noosa Heads
: Ph (07) 5455 5604
A tmakadnngsopergnees cn
IEW KERB & CHANNEL TO BE IN ACCORDANCE
ITH COUNCIL STANDARD DETAILS
RC. HW. REINFORCED CONCRETE HEADWALL Tile: DRIVEWAY DETAILS
PAVEMENT MATERIALS:
EX. SMH EXISTING SEWER MANHOLE 125mm N32 CONCRETE PAVEMENT, SL2 MESH MIDDLE
an BRING one e awe www.dialbeforeyoudig.com.au 100 THK COMPACTED BASE COURSE SAND OR CRUSHER DUST Project 27 Grant Street
Ne ATURAL SURPROE LeveL ~SUB-GRADE PREPERATION IN ACCORDANCE. WITH SPECIFICATIONS /NOTES Noosa
mn 1100 CONTRACTOR TO LOCATE ALL SERVICES PRIOR
oo hone DIAL TO COMMENCING WORKS ON SITE. ALL SERVICES DRIVEWAY CARPARK PAVEMENT SECTION Date: Dec 2020 | Drawn: LR l Design: TM
5 ARE TO BE PROTECTED IN. ACCORDANCE WITH +
EP. ELECTRICAL POWER POLE BEFORE YOU DIG THE AUTHORITY RESPONSIBLE FOR THE SERVICE o 1 2 3 4 5 3} Checked: Brg No. ae
KERB EXISTING KERBING nanuu——1_r——1__jm1:100 @ A2 —} RpEQ 5835 30378 -C4.1
gf S Richardson ‘ *
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