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LATE RFI Attachment 1 - Amended Proposal Plans
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ES
E
E
E
E
E
E
ES
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E
E
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E
ES
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E
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E
E
E
ES
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E
ES
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E
E
E
E
E
ES
E
ELM STREET
E
E
E
E
E
ES
E
E
E
(BITUMEN SEALED ROAD)
E
E
Existing STW
E
ES
Junction Pit STW
E
E
E
E
TP 109.57
ES
E
E
ES
W
E
ESWD
D
E
E
E
ES
E
W IL
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ES
E
D 1
E
08
ESWD
E
E
ES .0
E
W 1
ES
E
E
D
E
E
E
Existing Existing Power + Existing Existing
E
ESWD
Light Pole Existing
E
ES
Sign
E
Sign
Sign Pram Ramp
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 E
Existing E E
E
Existing STW Existing Conc Crossover Existing
E
Telecom
TEL Pit
Existing Power +
Side Entry Pit
ES
E Sign
L
Light Pole
E
TE
ESWD
E TEL
600Ø RCP
Existing Conc Footpath
E
TEL
E
L
TE
TEL
ES
E
E
EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW EW
E EL
TEL W Existing 9
10
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0.0
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E TEL Existing Bus Stop Existing Bitumen Driveway Water 110.00 11
9.6
Existing Ex. Bin
ES
TEL
Meter
L
E
0
Existing Low Level Retaining Wall
E
.11
TE
Sign 109
Site Boundary 46.262M, 351° 59' 0
0'
TEL .60
E 109 109.80 11
EW
.40 109.40
E
° TEL
L
TE
07
E
ESWD
ES
E TEL
9 .38
E
3 10
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Full text of sections 2 to 4 (of 31)
Section 2
9.3
8
, TEL
L
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10
1M
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TEL
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ES
9
69 0.0
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109 TEL 5 11
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5. 9.7
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ESWD
TEL 9.5 10
10
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TEL
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ES
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d TEL Existing
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un
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TE
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Bo
TEL
Bitumen Subject
11
ESWD
E
Existing
E
TE9L.2
1 7
0.0
ES
0.
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10 Driveway
Sign
te 11
EW
Site
00
Si
TEL
E
E
TEL
TEL
Existing
ES
E 7 TEL
6
ESWD
Power + .1
E
9.2
IL107.18
E 109 10 TEL
Light Pole
TEL
E
E
Existing STW 8 .97 TEL
E 10
ES
EW
Side Entry Pit 109 TEL 9
E
E .00 9.6
IL107.46 IL107.16 STW E TEL 10
TEL
.8 8
E
ESWD ESWD E Existing STW 08 TEL
1
ES
250Ø RCP E
Junction Pit TEL
E
ESWD
E
TP 108.99 TEL
IL107.15
TEL
E
E
EW
TEL
ES
E
Existing TEL
E
E
Elec Pit
TEL
TEL
ESWD
E
TEL
ES
E
TEL
E
TEL
Existing Elec
EW
EX Sewer Pipe 150Ø VC
TEL
E
Substation
ES
TEL
ESWD
E
TEL
TEL
Existing TEL
E
ES
Phone TEL
Booth
E
TEL
TEL
ESWD
EW
TEL
E
ES
Existing SM3 Kerb
TEL
TEL
110
E
TEL Existing
8 .85 .34
ESWD
10 09 Telecom Pit
E
ES
1
TBC
EW
TEL
E
1
9.2
109.8
10
ES
E
4
8.7
ESWD
0
TEL
10
E
3
9.5
0
Section 3
8.8
10
ES
E
EW
10
TEL
E
ESWD
1
9.0
ES
10 Existing
E
No. 30 No. 32 No. 34
TEL
Single Storey
AERIAL IMAGE
E
EW
ES
Building
ESWD
E
TEL
LOT 6 ON RP 72698 LOT 5 ON RP 72698 LOT 4 ON RP 72698
E
Site Boundary 40.213M, 82 ° 00' 50"
ES
E
TEL
ESWD
TOW 114.02
E
EW
Overall Lot Area
ES
NORTH
TEL
E
Existing
DIAMOND LANE
2,014M2
E
2 x Stop
ESWD
EW EW EW EW EW
SCALE- NTS
ES
EW EW EW Valves
TEL
E
Site Boundary 36.19M, 262 ° 01'
Concrete Parking Area
EW
Source: Google Earth, Image Date: 31-10-2017
E
(BITUMEN SEALED ROAD)
ES
TEL
ESWD
Existing Spoon Drain
E
600Ø RCP
Road Centreline
E
ES
TEL
E
EW
ESWD
OPAL STREET
E
ES
TEL
7
9.1
(BITUMEN SEALED ROAD)
E
10 10
9.6
E
0
ESWD
ES
3
TEL
0 8.8
10
EW
8.6
E
10
E
ES
5
TEL
9.4
9.2
1 10
ESWD
E
0 10
8.7 1
10 8.9
TEL
E
ES
10
EW
E
ESWD
IL 108.025
TEL
ES
E
108
E
.60
TEL
EW
ES
E
ESWD
E
SW
TEL
E
ES 5 Existing Sewer
ESWD
.01
E
8 Man Hole
EW
ES
10
TEL
IL
E
ES TP 109.10
E
ES
TEL
Road Centreline
ESWD
ES
E
5
8.4
EW
10 ES
E
TEL
ES
E
ESWD
ES
E
TEL
C ES
ØV
E
50 ES 0
EW
9.2
e1 10
ESWD
TEL
Pip ES
E
Existing Table Drain
w er
Se ES
E
EX S
TEL
4
8.8
E
10 E
ESWD
5
8.8
EW
ES
E
10
TEL
ES Subject
E
Existing STW Existing ES
E
.94
Site
ESWD
Kerb Adaptor Water 8 2
TEL
ES 10 9.0
10
E
Meter
EW
Section 4
ES
W
E
9
9.2
TEL
5 ES 10
8.3
ESWD
E
10
10
Existing STW ES
10
9.4
8.6
Side Entry Pit 7
E
ES 9.0
0
TEL
10
0
.40
EW
7
E
ES
10
IL106.93
Existing Sewer
ESWD
IL Man Hole- TBC ES
E
TEL
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
TEL
Existing
Sign
EW
E
Existing Spoon Drain
ES
ESWD
TEL
E
No. 5
E
4 Existing
8.2
10
ES
STW Existing
TEL
Existing
E
Kerb
EW
Light Pole Light Pole
ESWD
Bitumen Car Parking
LOT 2 ON SP 248165
E
Adaptor
ES
TEL
E
E
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 Telecom Cables
E No changes made to this sheet 10-05-2023 © TMC Building Design Group 2023
© 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: MAY 2023 Issue:
implemented.
ISSUE DESCRIPTION
REVISIONS
DATE
TC 10 May 2023 10:35 PM - T:\TMC\\2020\20-032 Chris King- Cooroy, QLD\20-032 DA Rev B.DWG
Drawn:
T. MICHAELS
Designed:
T. MICHAELS Sheet No: 1 of 9. Job No: 20-032 DA E
The text continues on section 5.