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Approved Plans - OPW20 0196
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Concrete
Join neatly to footpath. Transition from 1.5m wide footpath
Pit to be raised or JOIN EXISTING FOOTPATH 61°48'10"
to existing width to occur beyond the subject frontage.
lowered to match the
34|782
105
1
20.6
Garden
PP 70
01
Sewer U/G - Shown from
PA
finished levels
SL of the
G 01
PA
G0
2
20.
LINDSAY CONSULTING PTY LTD
SL
S Records
LINDSAY CONSULTING PTY
proposed footpath.54 2
LTD
128
0.7
1
20.5
20.6
88
S
127 CHK
1
9 ED 127
20.6 GE 8
20.7
CH 38 32 19217307 RPEQ 4928
K C
ED 1280 HK 9205
23.5
2233.6 2
22.5
GE2 ED
0.6 GE .6
CSHT 2244 OFF. 2C/82 PARKER STREET, MAROOCHYDORE PH 54 792 118
Awning
CH 82
21.5
KN
Concrete
23.0
22.0
K TE
ED MP
GE
THIS DRAWING REMAINS THE PROPERTY OF
21.0
U/G
DP DP
LINDSAY CONSULTING PTY LTD AND IS FOR
W1 W2
Sewer m
EXISTING FOOTPATH TO BE PROPOSED FOOTPATH
THE SOLE USE OF THE CLIENT. NO PART
Trap
Gully
REMOVED AND REPLACED SEE DETAIL
wn fro
MAY BE USED IN PART OR WHOLE WITHOUT
D3
Sho- FFL
23.8 PRIOR EXPRESS WRITTEN CONSENT OF
Records
7
LINDSAY CONSULTING PTY LTD
UP
S SL 2 OP01 G
R ro LeLv und TIMBER
CLIENT AND PROJECT DESCRIPTION
331°48'10"
ENTRY RUMPUS
9
20 000 1500 DALL DESGINER HOMES
23| el Flo
4
ST .477
2.0x2.4 4.2x5.4
17|099
20.5
0.5
NN
T
IK CH 46
87
KN
RKLeBM N PIT LEVEL TO BE CHECKED or DRIVEWAY & FRONTAGE WORKS
20.5
TR
6
123137908 IP
4
8107 PO SECTION A RL
20.4 OR
CH 87628740 QU
A
K LIT
YU
16 GRANT STREET,
ND
(AH rb23|8ail iONSITE.
E RT
RE
D2 SEE DETAIL 24000
ES
n
D5 D6
NOOSA
109
D) 7 REQUIRED
0.0
0
6 DOUBLE
RAISE AND LEVEL AS PL 0
Gar
M2
.00
0
TO FINISH LEVEL GARAGE
WITH PROPOSED FOOTPATH den
Steps
Tele
109 PL- 22.400
87
7 D11
0.0
0 RL
41
PL 0
M2
comBATTER MIN 1 IN 4
1.7
.00
Pit FILL
0
-2
DRAWING TITLE
UP 24000
mu
PL
nica FRONTAGE PLAN
ExisRP9
109
8
0.0
0
PL 0
tion
SL M2
SW
20.5 .00 109
9
6 0
Hou ting 251
0.0
0
PL 0
s
M2
.00
Stormwater U/G
0
8
Channel
Kerb &
hown from CROSSOVER TO COMPLY se SCALES
Balcony
WITH RS-049 & RS050
Steps
PL 635
52
8
.41
.59
0.8
D18
20
.
20
20
-2
41
L-
4000
5000
5000 0 1 2 3 4m
-
-
1.7
PL
ES
PL
-2
SECTION B D12
PL
D13
SEE DETAIL
D1
Orig. 1:100
grant street
Kerb
Edge of
Concrete
DOUBLE ENTRY
Driveway
GARAGE 2.0x2.4 RUMPUS
OP02
4.2x5.4
20.5
PL- 22.400 TIMBER
SURVEY DATUM
FILL BATTER MIN 1 IN 4 D4
.
23.5
22.0
21.0
23.0
21.5
22.5
W6 W5
ASSOCIATED CONSULTANTS
DP DP
EXISTING DRIVEWAY TO BE
REMOVED. KERB TO BE RE-INSTATED Gar
AND FRONTAGE TO BE MADE GOOD
n d e 34|782
JOIN EXISTING FOOTPATH
Pit to be raised or 110 PLM 0
2
110
0.0
0
1
Join neatly to footpath. Transition from 1.5m wide footpath
2.0
241°48'10" Stormwater U/G - Shown from
Records
path
Concrete
0.0 00
0
PL 0
M2
.00
0
-
lowered to match to existing width to occur beyond the subject frontage. APPROVED PLAN
SW
the finished levels
EM OPW20/0196
T
SL NOOSA COUNCIL
B
20.6
19 OCTOBER 2021
1
of the proposed STORMWATER DESIGN COMPLETED BY OTHERS
-
footpath. SEE HYDRAULIC PLANS FOR DETAIL
D
LeRvrLivewa FFL
DRIVEWAY & FRONTAGE WORKS
21.4
21|4el y
-
0
REVISION LIST
A ORIGINAL ISSUE 18/10/21
0
.56
51
PROPOSED PAVEMENT LEVEL
PL
KEY JOINT
SAW JOINT
Protect your
PERSONAL
INTERESTS. All proposed operational works shall be constructed
HEAD
EYES
EARS
in accordance with Council's Operational Works approval
It is the responsibility of the BODY
Foreman to contact the HANDS
NOTE letter and Council's Decision Notice - Development Permit.
relevant service authorities to THE ENGINEER MUST BE NOTIFIED OF
CHANGES PLANS. IF NOT, AS CONSTRUCTED
Computer File
ascertain the exact location of 200869OW.DWG
DRAWINGS WILL NOT BE ISSUED
services prior to construction. FEET
DRAWING NUMBER SHEET REV.
20-0869-F1 1 A
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