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Attachment 1 - Proposal Plans
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ES
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ELM STREET
E
E
E
E
E
ES
E
E
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(BITUMEN SEALED ROAD)
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E
Existing STW
E
ES
Junction Pit STW
E
E
E
E
TP 109.57
ES
E
E
ES
W
E
ESWD
D
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E
E
ES
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W IL
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ES
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D 1
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08
ESWD
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E
ES .0
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W 1
ES
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D
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Existing Existing Power + Existing Existing
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ESWD
Light Pole Existing
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ES
Sign
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Sign
Sign Pram Ramp
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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 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 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 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 E E E E E E E E E E E E E E E E E E E
Existing E E
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Existing STW Existing Conc Crossover Existing
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Telecom Pit Existing Power +
Side Entry Pit
ES
E Sign
Light Pole
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NB
BN
ESWD
N
E N
600Ø RCP
NB
Existing Conc Footpath
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N
E
ES
NB
BN
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N
E
EW EW EW EW EW EW EW EW EW EW EW
N
E
EW EW EW EW EW W Existing EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW
NB
9
10
N
0.0
ESWD
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E Existing Bus Stop Existing Bitumen Driveway Water 110.00 11
9.6
Ex. Bin NBN
BN
Existing
ES
N
E Meter
0
Existing Low Level Retaining Wall
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Sign 109 .11
Site Boundary 46.262M, 351° 59' 0
0'
NB
E 109 N .60 109.80 11
EW
.40 109.40
E
BN
° NBN
07
E
N
ESWD
ES
E 9 .38
E
3 See the original
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Full text of sections 2 to 4 (of 29)
Section 2
NBN
10
9.3
8
E , 10
BN
NB
1M
E N
N
E
ES
9
69 0.0
NBN
109 5 11
E
E
5. 9.7
EW
.20 6
ESWD
9.5 10
BN
NBN
10
N
E
y
E
ar
ES
NB
E
N
d Existing
E
BN
un
E N NB
Bo
N
Bitumen Subject
11
ESWD
E
Existing
E
1
N9.2 7
NB
0.0
ES
0.
E
10 Driveway
Sign
te 11
EW
Site
00
Si
E
E NB
N
NBN
Existing NB
N
ES
E 7 6
ESWD
Power + 9.1
E
9.N2BN
IL107.18
E
Light Pole 10 10
E
E
.97
NB
Existing STW N
NBN
8
E 10
ES
EW
Side Entry Pit 109 NB 9
E
E .00 N
9.6
IL107.46 IL107.16 STW E
8 NB
N
10
.8
E
ESWD ESWD E Existing STW 08
1
ES
NB
NBN
N
250Ø RCP E
Junction Pit
E
ESWD
E NBN
TP 108.99
IL107.15
E
E
EW
NBN
ES
E
Existing
NBN
E
E
NB
Elec Pit N
ESWD
NBN
E
ES
E NBN
E
NBN
Existing Elec
EW
EX Sewer Pipe 150Ø VC
NB
N
E
Substation
ES
ESWD
NB
N
E
NB
N
NBN
Existing
E
ES
NB
Phone N
Booth
E
ESWD
NB
EW
N
NBN
NB
E
ES
N
Existing SM3 Kerb
NB
110
N
E
5 Existing
8.8 .34
ESWD
10 9 Telecom Section 3
Pit
10
E
ES
NBN
TBC
EW
E
1
9.2
109.8
10
ES
E
4
8.7
ESWD
NBN
0
10
E
3
9.5
0
8.8
10
ES
E
EW
10
NBN
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ESWD
1
9.0
ES
10 Existing
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No. 30 No. 32 No. 34 Single Storey
AERIAL IMAGE
E
NBN
EW
ES
Building
ESWD
E
LOT 6 ON RP 72698 LOT 5 ON RP 72698 LOT 4 ON RP 72698
E
Site Boundary 40.213M, 82 ° 00' 50"
NBN
ES
E
ESWD
TOW 114.02
E
EW
Overall Lot Area
ES
NBN
NORTH
E
Existing
DIAMOND LANE
2,014M2
E
2 x Stop
ESWD
EW EW EW EW EW
SCALE- NTS
ES
EW EW EW Valves
E
NBN
Site Boundary 36.19M, 262 ° 01'
Concrete Parking Area
EW
Source: Google Earth, Image Date: 31-10-2017
E
(BITUMEN SEALED ROAD)
ES
ESWD
Existing Spoon Drain
E
600Ø RCP
NBN
Road Centreline
E
ES
E
EW
ESWD
OPAL STREET
NBN
E
ES
7
9.1
(BITUMEN SEALED ROAD)
E
10 10
9.6
E
0
NBN
ESWD
ES
3
0 8.8
10
EW
8.6
E
10
E
ES
5
9.4
NBN
9.2
1 10
ESWD
E
0 10
8.7 1
10 8.9
E
ES
10
EW
NBN
E
ESWD
IL 108.025
ES
E
108
E
NBN
.60
EW
ES
E
ESWD
E
NBN
SW
E
ES 5 Existing Sewer
ESWD
.01
E
8 Man Hole
EW
ES
10
NBN
IL
E
ES TP 109.10
E
ES
Road Centreline
ESWD
ES
E
NBN
5
8.4
EW
10 ES
E
ES
E
ESWD
NBN
ES
E
C ES
ØV
E
50 ES 0
EW
9.2
e1
NBN
10
ESWD
Pip ES
E
Existing Table Drain
w er
Se ES
E
4 EX S
8.8
E
Section 4
NBN
10 E
ESWD
5
8.8
EW
ES
E
10
ES Subject
E
NBN
Existing STW Existing ES
E
.94
Site
ESWD
Kerb Adaptor Water 8 2
ES 10 9.0
10
E
Meter
EW
ES
NBN
W
E
9
5 ES 9.2
8.3 10
ESWD
E
10
10
Existing STW ES
10
9.4
8.6
Side Entry Pit 7
NBN
E
ES 9.0
0
10
0
.40
EW
7
E
ES
10
IL106.93
Existing Sewer
ESWD
IL Man Hole- TBC ES
E
NBN
ES
WD SW
E
Exist. Conc Slab
P
Existing STW
RC
8 8
.18 STW Junction Pit 8.6 7 7 5 3
8.7 8.7 8.8 8.9 9.1
E
7 10 10 10 10 10
0Ø
Existing 10
EW
10 TP 108.32
25
IL
ES
E
Telecom 109
10
10
Existing Brick Fence ~1.5M high Site Boundary 50.286M, 171° 59' Existing Brick Fence ~1.5M high .00 Existing Brick Fence ~1.5M high
600Ø RCP IL106.92
8.8
Pit
9.2
E
0
ESWD
0
ES
E
Existing
NBN
Sign
EW
E
Existing Spoon Drain
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ESWD
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No. 5
NBN
E
4 Existing
8.2
10
ES
STW Existing Existing
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Kerb
EW
Light Pole Light Pole
ESWD
Bitumen Car Parking
LOT 2 ON SP 248165
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Adaptor
NBN
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E ES
EXISTING CONDITIONS LAYOUT PLAN WARNING: LOCALITY PLAN
SCALE 1 : 150 SERVICES LEGEND The existing services shown on this plan have been
derived either from field survey or plotted from
records of the relevant authorities and no guarantee
NORTH
ES ES ES Existing Sewer Pipe is given as to their accuracy. It is the responsibility of SCALE- NTS
the contractor to verify on site the location of all Source: WhereiS, Image Date: 13-01-2021
ESWD ESWD Existing Stormwater Drainage services prior to the commencement of works.
E E E E Existing Above Ground Power Lines
EW Existing Water Mains Pipe
NBN Existing NBN Cables
© TMC Building Design Group 2022
© Design Copyright
D Issued For DA Planning Approval 29-9-2022
ISSUED FOR PLANNING APPROVAL AT: 34 (LOT 4, 5 & 6) ELM STREET,
These drawings may not be copied in whole
PROPOSED CAR WASH +
NORTH
C Issued For Noosa Council Pre-Lodgement Meeting 2 5-07-2021 or in part without the written consent of TMC
COOROY, QLD, 4563
B Issued For SARA Pre-Lodgement Meeting 16-2-2021
Building Design Group. Any changes
proposed by the Client, Council or the
NOT TO BE USED FOR CONSTRUCTION PURPOSES
TAKE AWAY FOOD & DRINK
TMC Building Design Group
relevant Planning Approval Authority shall P.O. Box 3494, Mornington, VIC, 3931. Phone No. 0416 114 573
A Issued For Noosa Council Pre-Lodgement Meeting 13-1-2021
be reported to TMC Building Design Group FOR: CHRIS KING & JOANNE HILL E:mail- [email protected]
Sk:1 Issued For Initial Comments 26-11-2020 authorisation prior to said changes being OUTLET Scale: 1:100 (A1) Date: SEPT 2022 Issue:
implemented.
ISSUE DESCRIPTION
REVISIONS
DATE
TC 30 Sept 2022 3:05 AM - T:\TMC\\2020\20-032 Chris King- Cooroy, QLD\20-032 DA Rev A.DWG
Drawn:
T. MICHAELS
Designed:
T. MICHAELS Sheet No: 1 of 9. Job No: 20-032 DA D
The text continues on section 5.